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223 E 4th St Technical Courthouse Roof - Building
TECHNICAL Permit # 0 R- 5_g Z Address 223 E 9 *h Project description C Jakkam. C_oub� urt6us2 (fie -roof Pr -Ox e, d - Sp ect' FGai-ilohZ Date the permit was finaled '3 -2 -4 - Number of technical pages Clallam County Courthouse Re -Roof Project SPECIFICATIONS May 2009 Architects Project No 08113 n b_Arch Beaman Architecture, Lid Set # 0 4 bu eature - id ra•..w ue t�:ea Beaman Architecture Ltd P O Box 86038 Portland Oregon 97286 (503) 236 3300 ADDENDUM A TO CONTRACT DOCUMENTS FOR CLALLAM COUNTY COURTHOUSE RE -ROOF PROJECT May 29, 2009 This ADDENDUM supersedes the original SPECIFICATIONS and DRAWINGS dated May 2009, wherein it contradicts them, all other conditions remain unchanged Prior Addenda None Acknowledgement of receipt of this ADDENDUM is required MODIFICATIONS TO PROJECT MANUAL A SECTION 00100 INVITATION TO BID REVISE the last paragraph to read as follows "There will be a mandatory on-site walk-through conducted Tuesday, June 2, 2009 at 2:00 p.m Bidders should meet at the County Courthouse, 223 East Fourth Street, Room 180, Port Angeles WA in the Parks Conference Room for the facility tour and meeting " B SECTION 00200 INSTRUCTIONS TO BIDDERS ADD the following paragraph to Article 4 "4 14 Installer Certificates required in Specification Section 07540 Signed by an accepted roofing system manufacturer certifying that Installer is approved authorized or licensed by manufacturer to install roofing system is to be submitted with Bid Form Lack of this certification submitted with Bid Form at designated time of bid will deem the contractor's bid as incomplete and will be grounds for rejection of the bid " 2 APPROVALS The following manufacturers and/or materials are hereby accepted subject to compliance with the specified requirements Where a model number, type or catalog number has been specified an equivalent model number, type or catalog number shall apply to the manufacturer and/or material hereby accepted None 3 QUESTIONS The following questions were received but did not require any revision to the documents and are stated herein for clarification only None END OF ADDENDUM NO A Beaman Architecture, Ltd Page 1 CLALLAM COUNTY COURTHOUSE RE ROOF PROJECT ADDENDUM A Beaman Architecture Ltd P O Box 86038 Portland, Oregon 97286 (503) 236-3300 ADDENDUM B TO CONTRACT DOCUMENTS FOR CLALLAM COUNTY COURTHOUSE RE -ROOF PROJECT June 1, 2009 This ADDENDUM supersedes the original SPECIFICATIONS and DRAWINGS, dated May 2009, wherein it contradicts them, all other conditions remain unchanged Prior Addenda Addendum A dated May 29, 2009 Acknowledgement of receipt of this ADDENDUM is required MODIFICATIONS TO PROJECT MANUAL - A. SECTION 00100 INVITATION TO BID REVISE the first paragraph to read as follows "SEALED BIDS will be received by the Board of Clallam County Commissioners at 223 East Fourth Street, Room 150, Port Angeles, Washington until 1000 AM (PST) June 30, 2009 at which time they will be publicly opened and read aloud for " 2 REVISE the last paragraph to read as follows. "There will be a mandatory on-site walk-through conducted Tuesday, June 9 2009 at 2 00 p m Bidders should meet at the County Courthouse, 223 East Fourth Street Room 180 Port Angeles, WA in the Parks Conference Room for the facility tour and meeting " B SECTION 00200 INSTRUCTIONS TO BIDDERS ADD the following paragraph to Article 4 4 14 Installer Certificates required in Specification Section 07540, Signed by an accepted roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system is to be submitted with Bid Form Lack of this certification submitted with Bid Form at designated time of bid, will deem the contractor's bid as incomplete and will be grounds for rejection of the bid " 2 APPROVALS The following manufacturers and/or materials are hereby accepted subject to compliance with the specified requirements Where a model number type or catalog number has been specified an equivalent model number, type or catalog number shall apply to the manufacturer and/or material hereby accepted None 3 QUESTIONS The following questions were received, but did not require any revision to the documents and are stated herein for clarification only None END OF ADDENDUM NO B Beaman Architecture Ltd Page 1 CLALLAM COUNTY COURTHOUSE RE -ROOF PROJECT ADDENDUM B CLALLAM COUNTY COURTHOUSE RE -ROOF TABLE OF CONTENTS Note. It shall be the Contractor's responsibility to verify that each Project Manual contains the pages listed in this Table of Contents. SPECIFICATION LIST DIVISION 00• BIDDING AND AWARD REQUIREMENTS 00100 NOTICE OF CALL FOR BIDS 00200 INSTRUCTIONS TO BIDDERS 00300 BID PROPOSAL FORM 00400 SUPPLEMENTAL BID FORMS 00500 FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR 00600 GENERAL CONDITIONS OF THE CONTRACT 00860 LIST OF DRAWINGS 01001 GENERAL REQUIREMENTS DIVISION 01 GENERAL REQUIREMENTS 01100 SUMMARY 01230 ALTERNATES 01250 CONTRACT MODIFICATION PROCEDURES Architect's Supplemental Instructions Form (AIA Document G710) Contract Administration Change Order Form (AIA Document G701) 01270 UNIT PRICES 01290 PAYMENT PROCEDURES Application and Certification for Payment Form (AIA Document G702) Application and Certification for Payment Continuation Form (AIA Document G703) 01310 PROJECT MANAGEMENT AND COORDINATION Request for Interpretation Form 01315 ELECTRONIC MEDIA PROVISIONS Electronic Media Release Form 01320 CONSTRUCTION PROGRESS DOCUMENTATION 01330 SUBMITTAL PROCEDURES Contract Administration Transmittal Letter Form (AIA Document G810) Contract Administration List of Subcontractors Form (AIA Document G805) 01400 QUALITY REQUIREMENTS 01420 REFERENCES 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS Substitution Request Form 01700 EXECUTION REQUIREMENTS 01731 CUTTING AND PATCHING 01732 SELECTIVE DEMOLITION 01770 CLOSEOUT PROCEDURES Contractor's Punch List Form I TABLE OF CONTENTS Page 1 CLALLAM COUNTY COURTHOUSE RE -ROOF DIVISION 02 SITE CONSTRUCTION 02077 NON -FRIABLE ASBESTOS -CONTAINING ROOFING Hazardous Materials Report DIVISION 05 METALS 05500 METAL FABRICATIONS DIVISION 06 WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06160 SHEATHING DIVISION 07 THERMAL AND MOISTURE PROTECTION 07540 THERMOPLASTIC MEMBRANE ROOFING 07591 MEMBRANE REROOFING PREPARATION 07620 SHEET METAL FLASHING AND TRIM 07716 ROOF EXPANSION ASSEMBLIES 07720 ROOF ACCESSORIES DIVISION 09 FINISHES 09900 PAINTING DIVISION 11 11014 DIVISION 15 15000 DIVISION 16 16010 16120 16140 16450 16510 DRAWINGS SHEET' NUMBER AO 00 AO 01 Al 00 EQUIPMENT FALL RESTRAINT EQUIPMENT MECHANICAL MECHANICAL (PERFORMANCE SPECIFICATION) ELECTRICAL GENERAL ELECTRICAL PROVISIONS (PERFORMANCE SPECIFICATION) CONDUCTORS AND CONNECTORS (PERFORMANCE SPECIFICATION) WIRING DEVICES AND PLATES (PERFORMANCE SPECIFICATION) GROUNDING (PERFORMANCE SPECIFICATION) LIGHTING FIXTURES (PERFORMANCE SPECIFICATION) SHEET CONTENTS COVER / INDEX CODE NOTES ABBREVIATIONS SITE PLAN REFERENCE PLAN TABLE OF CONTENTS Page 2 ' DIVISION ZERO Notice of Call for Bids Section 00100 CLALLAM COUNTY PARKS, FAIR & FACILITIES DIVISION NOTICE OF CALL FOR BIDS SEALED BIDS will be received by the Board of Clallam County Commissioners at 223 East Fourth Street, Room 150, Port Angeles, Washington until 10.00 AM (PST) June 23 2009 at which time they will be ' publicly opened and read aloud for- Clallam County Courthouse Re -roof Project ' Complete drawings and specifications may be obtained from Clallam County Parks, Fair & Facilities Division of Public Works in the Old Courthouse, Room 180 Monday through Friday from 8.30 a.m. to 4.30 ' p m. or Pen Print, Inc. phone 360 457.3404 All bidding and related questions should be directed to Beaman Architecture, Ltd at 503.236.3300 The sealed bids must be clearly marked on the outside of the envelope, "Bid Proposal — Clallam ' County Courthouse Re -roof Project" Bid documents delivered to other offices and received late by the Commissioner's Office will not be considered nor will bids received by facsimile or e-mail. Clallam County will determine the lowest responsible bidder in accordance with the terms of Clallam County Code Section 3 12. and further reserves the right to reject any or all bids received or to accept the bid which in its estimation best serves the interests of Clallam County or to waive informalities in the bidding. ' "Clallam County hereby notifies all that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined in Title VI of the Civil Rights Act of 1964 at 49 CFR Part 23 will be afforded full opportunity to submit proposals in response to ' this invitation and will not be discriminated against on the grounds of race, color national origin, or sex in consideration for an award Construction Timeframe 90 days There will be a mandatory on-site walk-through conducted Wednesday June 2, 2009 at 2:00 p.m. Bidders should meet at the County Courthouse, 223 East 4°i Street, Room 180 Port Angeles, WA in the Parks Conference Room for the facility tour and meeting. Date: M�1 21�, ��� BOAR F LALLAM C TY COMMISSIONERS HewaFd -6#tait� Syph cn P 7Yta r��Jt ; ✓tom Chiu r ATTEST 4 fkxy� Trish Holden Clerk of the Board CMC END OF SECTION,00100 Clallam County Courthouse Re -roof Project Division 00- Notice of Call for Bids Clallam County Parks, Fair & Facilities Please publish: (PDN) May 31 and June 7 2009 May 19 2009 3b a5�u�d`7 DIVISION ZERO Section 00200 INSTRUCTIONS TO BIDDERS ARTICLE 1 DEFINITIONS Instructions to Bidders 1 1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. Bidding Requirements include Advertisement and Notice of Call for Bids, Instructions to Bidders Bid Forms Sample Contract Forms, and Supplementary Instructions. Contract documents consist of Agreement or Contract Form between Owner and Contractor Conditions of the Contract including General Supplementary Drawings Plans, Specifications and all Addenda issued prior to execution of the Contract. 1.2 Addenda are written or graphic instructions issued by the Owner or Owner's representative Architect, which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections 1 3 A Bid is a properly completed and signed proposal to do the work for sums stipulated and submitted in accordance with the Bidding Documents. 1 4 The Base Bid is the sum stated in the Bid for which Bidder offers to perform work described as the base to which work may be added or deleted for sums stated in Alternate Bids. 1.5 An Alternate Bid is an amount stated in the Bid to be added or deducted from the Base Bid if Alternate work is accepted 1 6 A Unit Price is an amount stated in Bid as a price per unit for materials, equipment, or service as described in Bidding Documents. 1 7 A Bidder is person or entity who submits a Bid 1 8 A Sub -bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of work. ARTICLE 2 BIDDER'S REPRESENTATION 21 By making a Bid the Bidder represents that the Bidder has visited the site and become familiar with local conditions under which the work is to be performed has read and understands all Bidding and Contract Documents, and correlated personal observations with the requirements of the proposed contract documents. Site visits shall be as stated on Notice of Call for Bids. 2.2 The Bid is based upon materials, equipment, labor and systems required by the Bidding Documents without exception. ARTICLE 3 BIDDING DOCUMENTS 31 1 Bidders may obtain complete sets of Bidding Documents from the office designated in the Advertisement or Notice of Call for Bids, at no charge. (Each set consists of (1) project manual which includes drawings and specifications with a limit of two (2) sets per bidder) All bidders shall return documents within seven (7) days of bid opening A bidder receiving the Contract Award may retain Documents. Clallam County Courthouse Re -roof Project Division 00- Instructions to Bidders Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Instructions to Bidders , Section 00200 31.2 Bidders shall use complete sets of Bidding documents in preparing Bids; neither Owner nor ' Owner's representative Architect assumes responsibility or errors or misrepresentations resulting from use of incomplete Bidding Documents. 31.3 In making copies of the Bidding Documents available the Owner and/or Owner's representative Architect, do so for the purpose of obtaining Bids and do not confer a license or grant permission for any , other use of the Bidding Documents. 31 4 Copies of bidding documents and specs are available for review in Parks Office, Room 180 in the Old Courthouse. , 3.2 Interpretation or correction of Bidding Documents 3.21 The Bidder shall carefully examine the Bidding Documents, examine the site and local conditions, ' and compare them with other work being bid concurrently or presently under construction to the extent that it relates to work being Bid and shall at once report to the Owner and/or Owner's representative Architect errors, inconsistencies, or ambiguities discovered ' 3.2.2 The Bidder and sub -bidders requiring clarification or interpretation of the Bidding Documents shall make a written request to Owner and/or Owner's representative Architect at lease seven days prior to date of receipt of Bids. 3.2.3 Changes in the Bidding Documents will be made by Addendum and changes made in any other manner will not be binding and Bidders shall not rely upon them 3.3 Substitutions 3 3 1 The materials, equipment, products described in the Bidding Documents establish a standard of ' function dimension, appearance and quality to be met by any substitution. 33.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by Owner or Owner's representative Architect at least ten days prior to the date for receipt , of Bids. Such requests shall include the name of the materials or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data and other information necessary for an evaluation. A statement setting forth changes in other ' materials, equipment or other portions of the Work including changes in the work of other contractors that incorporation of the proposed substitution would require, shall be included The burden or proof of the merit of the proposed substitution is upon the proposer The Owner's decision of approval or disapproval of a proposed substitution shall be final. ' 3.33 If the Owner approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Addendum Bidders shall not rely upon approvals made in any other manner 3.34 No substitutions will be considered after the Contract award unless specifically provided in the , Contract Documents. 3 3 5 Should any proposed product substitution require any redesign work by the Owner and/or Architect or his consultations to accommodate the substitute product, costs for such redesign work shall be included in the Bid amount and shall be paid to the Architect or Owner at his usual rates for the time expended in the required redesign work. ' Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Instructions to Bidders Clallam County Parks, Fair & Facilities ' DIVISION ZERO Instructions to Bidders Section 00200 ARTICLE 4 BIDDING PROCEDURES ' 41 1 Bids shall be submitted on forms identified to ones included in the Bidding Documents, shall have all blanks filled out in ink (typed or manually); with sums expressed in words and figures where -indicated with words governing* and all alternates and unit prices bid If alternates do not change Base Bid enter no change '41.2 Interlineations, alterations and erasures must be initialed by signer of the Bid 41 3 Bid shall include legal name of Bidder and a statement that the Bidder is a sole proprietor partnership corporation or other legal entity Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a Contract. A Bid by a corporation shall give the state of incorporation or corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder 4.2 Bid security ' 4.2.1 If so stated in the Advertisement or Notice of Call for Bids, or in Bidding Documents, each Bid shall be accompanied by a bid security in a.) cash, b ) cashier's check/money order c.) certified check, or d ) Surety Bond in the amount of 5% of the total Bid amount. Bid security shall be in form required pledging that the Bidder will enter a Contract with the Owner on the terms stated in Bid and will furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder Bid security of the lowest three Bidders may be retained by Owner for a period not to exceed 30 days following opening of Bids. All other Bidders securities shall be returned within ten days of date of receipt ' of bids. Should Bidder fail to enter into a Contract or furnish bonds where required, the amount of Bid Security shall be forfeited to the Owner as liquidated damages, not as a penalty 4.2.2 Surety Bond shall be written on required forms and the attorney-in-fact who executes the bond shall affix to the Bond a certified and current copy of the power-of-attorney 4.3 Submission of bids 4 3 1 Bids, Bid Security and other documents required to be submitted with the Bid shall be enclosed in a sealed, opaque envelope marked with the notation 'SEALED BID' with project name clearly marked on the outside of the envelope. The envelope shall be addressed to the party receiving Bids as identified in the Advertisement or Notice Call for Bids and include the Bidder's name and address. If Bid is sent by mail the sealed envelope shall be enclosed in a separate mailing envelope with notation "SEALED BID ENCLOSED' and the project name on the face thereof 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after time and date will be returned unopened. The Bidders shall assume full responsibility for timely delivery at location designated for receipt of Bids. 43.3 Oral, telephone telegraphic, or fax Bids are invalid and will not receive consideration. 4.4 Modification or withdrawal of Bid 4 4 1 A Bid may not be modified withdrawn or canceled by the Bidder during the stipulated time period of thirty days following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. Clallam County Courthouse Re -roof Project Division 00- Instructions to Bidders Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Instructions to Bidders Section 00200 44.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by telegram, if by telegram written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid 443 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these instructions to Bidders. 444 Bid Security if required shall be in an amount sufficient for the Bid as modified or resubmitted ARTICLE 5 CONSIDERATION OF BIDS 51 Bids received on time and properly identified will be opened and read aloud at the Board of Commissioners meeting held immediately after the time and date for receipt of Bids as advertised in Notice Call for Bids. 5.2 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a required Bid Security or by other data required by the Bidding Documents, or reject a Bid which is in any way incomplete or irregular 5.3 The Owner may determine that a Bidder is not responsible and reject his proposal for any of the reasons found in Clallam County Code 3.12.060 5.4 Bid award 5 4 1 It is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities or irregularities in a Bid received and to accept the Bid which in the Owners judgment, is in the Owner's best interests. 54.2 The Owner shall have the right to accept Alternates in any order or combination unless otherwise specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted ARTICLE 6 POST -BID INFORMATION 61 Contractor's Qualification Statement Bidders to whom award of a Contract is under consideration shall submit to the Owner or Owner's representative Architect, upon request, a properly executed Contractor's Qualification Statement in the form requested by the Owner 6.2.1 Submittals The Bidder shall within three days of notification of selection for the award of a Contract, furnish the Owner or Owner's representative Architect in writing if not required to be included on the Bid Proposal Form 1 Work to be performed by Bidders own forces 2. A complete list of sub -bidders or sub -contractors to be used to complete this project 3 Name of project superintendent or foreman to be used 4 Names of manufacturers, products, and supplies of principal items or systems proposed for the Work. 6.2.2 Prior to award of the Contract, the Owner or Owner's representative Architect, will notify Bidder if Owner has a reasonable objection to a person or entity proposed by Bidder If Owner has objection the Clallam County Courthouse Re -roof Project Division 00- Instructions to Bidders Clallam County Parks, Fair & Facilities May 19 2009 ic.i ' DIVISION ZERO Instructions to Bidders Section 00200 ' Bidder may (1) withdraw the Bid or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost, if any occasioned by the substitution. The Owner may accept the adjusted bid price or disqualify the Bidder In the event of ' withdrawal or disqualification the Bid Security will not be forfeited 6.2.3 Persons and entities proposed by the Bidder and to whom the Owner has made no reasonable objection must be used on the work for which they were proposed and shall not be changed except with ' the written consent of the Owner 6.24 A copy of Contractor's UBI Certification shall be submitted with the signed agreement. ARTICLE 7 PERFORMANCE AND PAYMENT BOND 71 Bond requirements ' 7 1 1 The Bidder shall furnish bonds covering faithful performance and payment of all obligations and as described in the Bidding Documents and all bonds shall be paid for by the Bidder and costs shall be included in Bid 7.2 Time of delivery and form of bonds ' 7.2 1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Subparagraph 7.2 1 ' 7.2.2 Unless otherwise provided the bonds shall be written on forms provided by Owner Performance Bond and Payment Bond Both bonds shall be written in the amount of the Contract Sum plus sales tax. ' 7.2.3 The bonds shall be dated on or after the date of the Contract. 7.24 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the ' surety to affix thereto a certified and current copy of the power of attorney ARTICLE 8 FORM OF AGREEMENT 8.1 Form to be used 81 1 The Agreement for the Work shall be the completed sample included in the Bidding Documents and shall be signed by the Bidder within ten days of notice by the Owner of award of Contract to the Bidder I END OF SECTION 00200 ' Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Instructions to Bidders Clallam County Parks, Fair & Facilities ;.4 ' DIVISION ZERO Bid Proposal Form Section 00300 BID PROPOSAL FORM Project: Clallam County Courthouse Re -roof Project Project Number- 620901CH To CLALLAM COUNTY PARKS FAIR & FACILITIES DIVISION Submission of this bid proposal certifies that the Undersigned has examined the project site and the conditions of work, and has carefully read and thoroughly understands the Bidding Documents governing the work embraced in this project, and the method by which payment will be made for said,work. The Undersigned hereby proposes to undertake and complete the work embraced in this project in accordance with said Bidding Documents and agrees to accept as payment for said work the amounts indicated below under Bid Proposal. The base bid shall include all work except that indicated in the Alternates The Undersigned acknowledges that payment will be based on the actual work performed as measured or provided for in accordance with the said contract documents; Base Bid Alternates and Unit Prices shall not include State of Washington Sales Tax. Appropriate sales tax is to be added to invoice amounts after award of bid BID PROPOSAL BASE BID AMOUNT OF ' dollars ($ ) COMBINED WORK ALTERNATES ' The undersigned agrees to perform the following items of work, as further described in the Contract Documents under SECTION 01230 ALTERNATES for the following additions and/or deductions to the Base Bid ' Alternate Number and Description Addition 1 Bird spikes on parapet walls and skylight canopies at detention area $ The undersigned also guarantees the above Alternate Bid Prices for (60) Sixty days from the date of Contract signing as being fair contract price for which he will execute a change order adding the various alternate parcels of work to the Contract. The undersigned certifies that the above referenced documents, as well as the premises and conditions affecting the work to be done are thoroughly understood and that at no time will misunderstanding of the drawings, specifications or conditions to be overcome be pleaded UNIT PRICES The undersigned further agrees that the following unit prices are proposed for additions and/or deductions required and approved during the course of the Work for the categoriesenumerated and that these prices are complete, including all overhead expenses and Contractor's profit subject to provisions of the Supplementary Conditions. Clallam County Courthouse Re -roof Project Division 00- Bid Proposal Form Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00300 Item and Unit of Measure a) Plywood Sheathing at Parapet Walls b) Top of Wall Blocking Extra $ /each $ /each Bid Proposal Form The above unit prices apply only to approved changes in the Work, and not to any work stipulated in the Contract Documents as being within the Scope of Work for which the Base Bid and/or Alternate Bids are submitted The Owner reserves the right to either accept the unit prices for approved changes in the Work, or reject the unit prices and establish amount for approved changes in accordance with provisions as set forth in the Supplementary Conditions. CONTRACTOR'S CERTIFICATION OF BIDDING & CONTRACT DOCUMENTS By signing this form the Contractor certifies that based on the Contractor's knowledge and review that the Contractor finds the Bidding Contract Documents sufficiently complete and in sufficient detail to perform the work required BID GUARANTEE (See Bid Bond Form attached) The Undersigned furnishes herewith a bid guarantee in the amount of 5% of the total Base Bid proposal lump sum amount and attaches same to the proposal. This bid guarantee warrants that the undersigned will not withdraw his proposal for a period of thirty (30) days after the scheduled closing time for the receipt of proposals and that if this proposal is accepted the undersigned will enter into a formal contract (prepared by the Owner) and that the required performance bond and payment bond will be given. In the event of the withdrawal of this proposal within the period stipulated above, or the failure of the undersigned to enter into a contract and give the required bonds, the undersigned will be liable to the Owner for the full amount of the bid guarantee as liquidated damages on account of the default of the undersigned. A proposal guaranty in an amount of five percent (5%) of the total bid in the form as indicated below is attached hereto Check. () CASH IN THE AMOUNT OF $ () CASHIER'S CHECK/POSTAL MONEY ORDER $ () CERTIFIED CHECK PAYABLE TO CLALLAM COUNTY $ $ () PROPOSED BOND IN THE AMOUNT OF 5% OF THE BID $ NON -COLLUSION STATEMENT By signing this proposal the Contractor certifies that he/she has not participated in any collusion, or otherwise taken action in restraint of free competitive bidding in connection with this project for which this proposal is submitted NON-DISCRIMINATION Clallam County Courthouse Re -roof Project Division 00- Bid Proposal Form Clallam County Parks, Fair & Facilities May 19 2009 '. DIVISION ZERO Bid Proposal Form Section 00300 The Contractor hereby agrees to not discriminate against any person on the basis of race creed political ideology color national origin sex, marital status sexual orientation, age or presence of any sensory mental or physical disability ' INDEPENDENT CONTRACTOR STATEMENT The Contractor certifies that services shall be furnished by the Contractor as an independent contractor and nothing herein contained shall be construed to create a relationship of employer/employee or ' master/servant, but all payments made hereunder and all services performed shall be made and performed pursuant to this Agreement by the Contractor ' ADDENDA Receipt of Addenda(s) numbered is hereby acknowledged and all costs of the Work therefore have been included in the Bid Proposal ' BIDDER NAME AND SIGNATURE The name of the Bidder submitting this proposal the address and phone number to which all communications concerned with this proposal shall be made and the number which has been assigned ' indicating the Bidder is licensed to do business in the State of Washington are as follows - Firm Name ' Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Bid Proposal Form Clallam County Parks, Fair & Facilities Address Telephone { Contractor's License No Exp Date ' The firm submitting this proposal is a Sole Proprietorship Corporation Partnership The names and titles of the principal officers of the corporation submitting this proposal or of the ' partnership or of all persons interested in this proposal as principals are as follows ' SIGNATURE OF AUTHORIZED OFFICIAL(S) (PROPOSAL MUST BE SIGNED) (Seal) ' FIRM NAME END OF SECTION 00300 ' Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Bid Proposal Form Clallam County Parks, Fair & Facilities DIVISION ZERO Section 00400 Supplemental Bid Forms SUPPLEMENTAL BID FORMS ' ARTICLE 1 The Bid Bond format listed below shall be used by Bidders when submitting their Bid Bond KNOW ALL MEN BY THESE PRESENTS that we (here insert full name &address or legal title of Contractor) as Principal hereinafter called the Principal and (here insert full name & address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety hereinafter called the Surety 1 are held and firmly bound unto (here insert full name and address or legal title of Owner) as Obligee hereinafter called the Obligee in the sum of ' Dollars ($ for the payment of which sum well and truly to be made the said Principal and the said Surety bind ourselves our heirs, executors, administrators, successors and assigns, jointly and severally firmly by these presents. WHEREAS the Principal has submitted a bid for (here insert full name, address and description of project) NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding of Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the Prompt payment of labor and material furnished in the prosecution thereof or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this day of 20 ' (Principal) (Seal) (Witness) (Title) (Surety) (Seal) ' (Witness) (Title) Clallam County Courthouse Re -roof Project May 19 2009 ' Division 00- Supplemental Bid Forms Clallam County Parks, Fair & Facilities DIVISION ZERO Section 00400 ARTICLE 2 - STATEMENT OF BIDDER'S QUALIFICATIONS Supplemental Bid Forms When requested by the Owner Contractor shall complete and submit the below information within three days of notification'by Owner 1 Name of Bidder* 2. Business Address. 3 How many years has said bidder been engaged in the contracting business under the present firm name? 4 Contracts now in hand (Gross Amount): 5 General character of work performed by said company - 6 List of more important projects constructed by said company including approximate costs and dates: 7 List of company's major equipment: 8 Bank References: 9 Department of Labor and Industries Firm No 10 Department of Revenue Registration. Name of Bidder By Title Date Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Supplemental Bid Forms CIA= County Parks, Fair & Facilities DIVISION ZERO Supplemental Bid Forms Section 00400 ARTICLE 3 - STATEMENT OF PROPOSED SUB -CONTRACTORS AND MAJOR MATERIAL SUPPLIERS The Contractor shall submit a complete list of all major material suppliers and a sub -contractor's list within three days of notification of Bid award or upon request by the Owner to provide it. Sub -Contractor's List NAME & ADDRESS DESCRIPTION OF WORKWATERIAL MATERIAL SUPPLIERS s:. Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Supplemental Bid Forms Clallam County Parks, Fair & Facilities DIVISION ZERO Supplemental Bid Forms Section 00400 ARTICLE 4 - RETAINAGE INVESTMENT OPTION DECLARATION CONTRACTOR. PROJECT NAME. Clallam County Courthouse Re -roof Project PROJECT NUMBER. 620901 CH Pursuant to RCW 60.28.010 as amended, you may choose how your Retainage under this contract will be held and invested Please complete and sign this form indicating your preference. If you fail to do so the County will hold your Retainage as described in 'Current Expense Option 1 below - Current Expense: The County will retain the money in its Current Expense Fund Account until thirty days following final acceptance of the improvement or work as completed. You will not receive interest earned on this money 2. Interest Bearing Account: The County will deposit Retainage checks in an interest bearing account in a bank, mutual savings bank, or savings and loan association, not subject to withdrawal until after the final acceptance of the improvement or work is completed, or until agreed to by both parties. Interest on the account will be paid to you 3 Escrow/Investments: the County will place the Retainage checks in escrow with a bank or trust company until thirty days following the final acceptance to the improvement or work as completed When the moneys reserved are to be placed in escrow the County will issue a check representing the sum of the moneys reserved payable to the bank or trust company and you jointly This check will be converted into bonds and securities chosen by you and approved by the County and these bonds and securities will be held in escrow Interest on these bonds and securities will be paid to you as interest accrues. 4 The Contractor may at his/her option choose to not submit a performance bond and agrees to a 50% Retainage in lieu of a performance bond Retainage to be released when Contract is complete and all paperwork submitted (Pertains to projects under $25 000 ONLY) Retainage is normally released 30-40 days after final acceptance of work by the County or following receipt of Labor and Industries Department of Revenue clearance whichever takes longer (Contractor's Signature) (Title) Clallam County Courthouse Re -roof Project Division 00- Supplemental Bid Forms Clallam County Parks, Fair & Facilities May 1-9 2009 SA 11 DIVISION ZERO Supplemental Bid Forms Section 00400 ARTICLE 5 - PERFORMANCE AND PAYMENT BOND FORM The Contractor will use AIA Document A312 Forms, as revised as the acceptable forms when providing bonds. ARTICLE 6 INDUSTRIAL INSURANCE PREMIUMS AND CONFESSION OF -JUDGMENT 1 The contractor shall pay and is responsible for payment of all industrial insurance premiums that become due and payable to the Washington State Department of Labor and Industries (Department) pursuant to Title 51 RCW whether such premiums are attributable to the contractor or its subcontractors. 2 In the event that Clallam County is required to make industrial insurance premiums to the Department due to the failure, neglect or refusal of the contractor to make payment as required herein the contractor authorizes Clallam County to take judgment against it, and the contractor hereby confesses judgment, in the amount which Clallam County is required to pay the Department pursuant to Title 51 RCW to satisfy contractor's liabilities hereunder The contractor confesses judgment in an amount equal to the entire industrial insurance premium liability due to the Department on behalf of the contractor and its subcontractors hereunder less any premium payments previously made to the Department by the contractor 3 The contractor expressly agrees that the amount confessed herein was expressly negotiated and that the amount due to Clallam County for satisfying contractor's obligations to the Department hereunder is due justly due or to become due. 4 Until such time as Clallam County is actually reimbursed for industrial insurance premiums paid to the Department due to the failure neglect or refusal of the contractor to meet its obligations hereunder the contractor shall be debarred from bidding on any projects for which Clallam County solicits bids. Corporate State of ) ss County of ) On this day of 20 before me personally appeared to me known to be the (president, vice president, secretary treasurer or other authorized officer or agent, as the case may be) of the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned and on oath stated that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. In witness whereof I have hereunto set my hand and affixed my official seal the day and year first above written (CORPORATE SEAL) Clallam County Courthouse Re -roof Project Division 00- Supplemental Bid Forms Clallam County Parks, Fair & Facilities (Contractor's Signature) (Title) May 19 2009 DIVISION ZERO Section 00400 Individual State of ) ss County of ) Supplemental Bid Forms Notary Public in and for the State of Washington Residing at On this day personally appeared before me to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he (she or they) signed the same as his (her or their) free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of ,20 (Contractor's Signature) (Title) Notary Public in and for the State of Washington Residing at END OF SECTION 00400 Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Supplemental Bid Forms Clallam County Parks, Fair & Facilities DIVISION ZERO Section 00500 Form of Agreement Between Owner and Contractor FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Project Name CLALLAM COUNTY COURTHOUSE RE -ROOF PROJECT Project Number- 620901CH This agreement is entered into between Clallam County a political subdivision of the State of Washington hereafter called "County' and Of Contractor agree as set forth below - (address) hereinafter called 'Contractor' The Owner and 1 This Agreement is comprised of the Bidding Documents, Contract Documents the Agreement, Plans and Specifications as described in the Contract Documents, Addenda issued prior to execution of this Agreement and modifications issued after execution of this Agreement. 2. The Contractor shall execute the entire work described in the Bidding and Contract Documents 3 The date of commencement is the date the Contractor receives a signed copy of this Agreement by the Board of Commissioners which shall be considered the notice to proceed 4 The Contractor shall achieve Substantial Completion of the entire work no later than j subject to adjustments provided for in the Contract Documents. 5 The Owner shall pay the Contractor in current funds for Contractor's performance of the Contract the Contract Sum of dollars ($ ). subject to additions and deductions as provided in the Contract Documents. 6 Progress Payments a The Owner shall make progress payments to the Contractor on account of the Contract Sum as provided for below and elsewhere in the Contract Documents. b The Contractor shall submit Application for Payment on AIA Document G702 forms not more than once per month or Contractor's own form with same information found on G702 Forms c. The Contractor shall submit Application for Payment prior to the last day of each calendar month to the Owner or Owner's representative Architect. d The Owner shall make progress payments within 15 calendar days of receipt of Application for Payment and certification that work has progressed satisfactorily e Each Application for Payment shall be based upon the schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values -shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Owner or Owner's Architect may require. This schedule unless objected to by the Owner or Owner's Architect, shall be used as a basis for reviewing the Contractor's Applications for payment. f Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. g Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: Clallam County Courthouse Re -roof Project May 19 2009 Division 00- Form of Agreement Between Owner and Contractor Clallam County Parks, Fair & Facilities DIVISION ZERO Section 00500 Form of Agreement Between Owner and Contractor ❑ Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract sum allocated to that portion of the Work in the schedule of values, less Retainage of five percent. Pending final determination of cost to the Owner of changes in the Work, amounts not in the dispute may be included as provided in the General Conditions even though the Contract Sum has not yet been adjusted by Change Order ❑ Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction less Retainage of five percent. ❑ Subtract the aggregate of previous payments made by the Owner- and ❑ Subtract amounts, if any for which the Owner or Architect has withheld or nullified a Certificate of Payment as provided in the General Conditions. 7 Final payment, constituting the entire unpaid balance of the Contract Sum shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct non -conforming Work as provided in the General Conditions and to satisfy other requirements, if any which necessarily survive final payment; and (2) a Final Certificate for Payment has been issued by the Owner or Owner's representative Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the Owner or Owner's representative Architect's final Certificate for Payment, punch list is completed and all close- out paperwork and documents have been submitted to the Owner including Department of Revenue clearance. 8 Other documents, if any forming part of the Contract Documents are as follows: A. UBI Certification # (copy to be attached to Agreement). IN WITNESS WHEREOF the Parties have executed this Agreement on this _ day of , 20_ CONTRACTOR: (Name) (By) (Its) Date: 20 ATTEST Clerk of the Board, Trish Holden, CMC END OF SECTION 00500 OWNER: BOARD OF CLALLAM COUNTY COMMISSIONERS Howard V Doherty Jr ,Chair Approved as to Form: Prosecuting Attorney's Office Clallam County Courthouse Re -roof Project Division 00- Form of Agreement Between Owner and Contractor Clallam County Parks, Fair & Facilities May 19 2009 ' DIVISION ZERO General Conditions of the Contract Section 00600 GENERAL CONDITIONS OF THE CONTRACT ARTICLE 1 GENERAL PROVISIONS ' 11 Definitions 1 11 Contract Documents consist of Agreement between Owner and Contractor General Conditions of the Contract, Supplemental Conditions, Bidding Documents, Bonds, Drawings and Specifications, Addenda approved Alternates, and modifications issued after execution of the Agreement. 1 1.2 The term Work means the construction and services required by the Contract Documents and ' includes all labor materials, equipment and services provided by the Contractor to fulfill the Contractor's obligations. 1 1 3 The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work. 1 1 4 The Soecifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment construction systems standards and workmanship for the Work and performance of related services. 1 1 '5 The Project Manual is the volume assembled for the work which includes the Bidding Documents including Call for Bids and Instructions to Bidders and Contract Documents. 1.2 Execution, Correlation and Intent 1.2 1 The Contract Documents shall be signed by the Owner and Contractor as provided in the Agreement. 1.2.2 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 1.2.3 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. 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings 1.2.6 The apparent silence of the specifications or plans as to any detail or the apparent omission from them of a detailed description concerning any point shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to be used. All interpretations of these specifications shall be made on the basis above stated Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO General Conditions of the Contract , Section 00600 1.3 OWNERSHIP OF DOCUMENTS 1 3.1 The Drawings, Specifications and other documents prepared by the Owner or Owner's Architect are instruments of the Owner's service through which the Work to be executed by the Contractor is ' described. The Owner shall be deemed the author of them and will retain all common law statutory and other reserved rights, in addition to the copyright. ARTICLE 2 OWNER , 21 1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the contract Documents as if singular in number The term 'Owner' means the Owner or the ' Owner's authorized representative 2 1.2 The Owner shall furnish surveys, utility locations, or other records that the Owner has presently on file or presently knows of to the contractor upon request. The Owner will not provide additional surveys, layouts or locations unless specifically stated elsewhere in the Contract Documents 21 3 The Owner shall secure and pay for the building permit. All other permits and fees for permits ' shall be paid for by the Contractor 2.1 4 The Owner shall have additional responsibilities enumerated herein 2.1 5 If the Contractor fails to correct Work or persistently fails to carry out Work in accordance with the ' Contract Documents, the Owner by written order signed personally or by an agent specifically so empowered by the Owner in writing may order the Contractor to stop the work, or any portion thereof until the cause for such order has been eliminated , ARTICLE 3 CONTRACTOR 31 1 The Contractor is the person or entity identified as such in the Agreement and is referred to , throughout the Contract Documents as if singular in number The term "Contractor' means the Contractor or the Contractor's authorized representative. 31.2 The Contractor shall carefully study and compare the Contract Documents with each other and , with information furnished by the Owner and shall at once report to the Owner errors, inconsistencies or omissions discovered The Contractor shall not be liable to the Owner for damage resulting from errors, ' inconsistencies or omissions in the Contract Documents unless the Contractor recognized (or should have recognized) such error inconsistency or omission and knowingly failed to report it to the Owner If the Contractor performs any construction activity knowing it involves a recognized error inconsistency or omission in the Contract Documents without such notice to the Owner the Contractor shall assume ' appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction 31 3 The Contractor shall take field measurements and verify field conditions and shall carefully ' compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Owner at once 31 4 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, Clallam County Courthouse Re -roof Project May 19 2009 Division 00- General Conditions Clallam County Parks, Fair & Facilities DIVISION ZERO General Conditions of the Contract Section 00600 methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless Contract Documents give other specific instructions concerning these matters. 31 5 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of ' the Work under a contract with the Contractor 3 1 6 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for ' labor materials, equipment, tools, construction equipment and machinery water heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. ' 31 7 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them '31 8 The Contractor warrants to the Owner that materials and equipment furnished under the Contract will be of good quality and new that the Work will be free from defects not inherent in the quality required or permitted and that the Work will conform with the requirements of the Contract Documents. Work not ' conforming to these requirements, including substitutions not properly approved and authorized may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor improper or insufficient maintenance, improper ' operation, or normal wear and tear under normal usage. If required by the Owner the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 31 9 The Contractor shall pay sales, consumer use and similar taxes for the work or portions thereof ' provided by the Contractor which are legally enacted when bids are received or negotiations concluded whether or not yet effective or merely scheduled to go into effect. ' 3 1 10 Other than the Building Permit, the Contractor shall secure and pay for all permits and governmental fees licenses and inspections necessary for proper execution and completion of the Work. 3 1 11 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 3 1 12 If the Contractor observes that portions of the Contract Documents are at variance with codes, the Contractor shall promptly notify the Owner in writing and necessary changes shall be accomplished by appropriate modification. 3 1 13 If the Contractor performs Work knowing or should have known it to be contrary to laws statutes, ordinances, building codes, and rules and regulations without such notice to the Owner the Contractor ' shall assume full responsibility for such Work and shall bear the attributable costs. 3 1 14 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the work, the Contractor ' shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 3 1 15 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so ' and the cost thereof shall be charged to the Contractor 3 1 16 The Contractor shall provide the Owner access to the Work in preparation and progress wherever located Clallam County Courthouse Re -roof Project May 19 2009 Division 00- General Conditions Clallam County Parks, Fair & Facilities DIVISION ZERO General Conditions of the Contract Section 00600 3 1 17 To the fullest extent permitted by law the Contractor shall defend 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 attorney's 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) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor a Subcontractor anyone directly or indirectly employed by them or anyone for whole 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 Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph. 3 1 18 With respect to performance of this agreement and as to claims against the county its elected and appointed officers, agents and employees, the Contractor expressly waives its immunity under Title 51 RCW the Industrial Insurance Act, as now and hereafter amended for injuries to its employees and agrees that the obligations to indemnify defend and hold harmless provided in this agreement extend to any claim brought by or on behalf of any employee of the Contractor This waiver is mutually negotiated by the Owner and Contractor ARTICLE 4 ADMINISTRATION OF THE CONTRACT 41 The Owner's project manager shall be the administrator of the contract unless the Owner has agreement for architectural services. 41 1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number The term Architect' means the Architect or the Architect's authorized representative 41.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted modified or extended without written consent of the Owner Contractor and Architect. Consent shall not be unreasonably withheld 41 3 The Architect will provide administration of the Contract as described in the Contract documents, and will be the Owner's representative (1) during construction (2) until final payment is due and (3) with the Owner's concurrence form time to time during the correction period The Architect will advise and consult with the Owner The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with other provisions of the Contract. 4 1 4 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 completed Work and to determine in general if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. However the Architect will not be required to make exhaustive or continuous on-site inspections to check observations as an architect, the Architect will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. 41.5 Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized the Owner and Contractor shall endeavor to communicate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 ' DIVISION ZERO Section 00600 General Conditions of the Contract ' Communications by and with Subcontractors and material suppliers shall be through the Contractor Communications by and with separate contractors shall be through the Owner 41 6 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 and will issue Certificates ' for Payment in such amounts to the Owner who has final approval and authority 41 7 The Architect, with Owner's approval, will have authority to reject Work which does -not conform ' to the Contract documents. Whenever the Architect, with Owner's approval, considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect, with Owner's approval will have authority to require additional inspection or testing of the work. However neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such ' authority shall give rise to a duty or responsibility of the Architect to the Contractor Subcontractors, material and equipment suppliers their agents or employees, or other persons performing portions of the Work. u 41 8 The Architect will review and with Owner's approval, approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 41.9 The Architect, with the Owner's approval will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the work as provided in Paragraph 7 1 4 4 1 10 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion will received and forward to the Owner for the Owner's review and records written warranties and related documents required by the Contract and assembled by the Contractor and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. ARTICLE 5 SUBCONTRACTORS 51 Definitions 51 1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. 51.2 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor as soon as practicable after award of the Contract, shall furnish in writing to the Owner the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Owner will promptly reply to the Contractor in writing stating whether or not, after due investigation, the Owner has reasonable objection to any such proposed person or entity Failure of the Owner to reply promptly shall constitute notice of no reasonable objection. 51.3 The Contractor shall not contract with a proposed person or entity to whom the Owner has made reasonable and timely objection. 51 4 If the Owner has reasonable objection to a person or entity proposed by the Contractor the Contractor shall propose another to whom the Owner has no reasonable objection. The Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. However no increase in the Contract Sum shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO General Conditions of the Contract Section 00600 51 5 By appropriate agreement, written•where legally required for validity the Contractor shall require each Subcontractor to the extent of the Work to be performed by the Subcontractor to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor by the Contract Documents, has against the Owner Where appropriate the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. ARTICLE 6 CONSTRUCTION BY OWNER 61 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 or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation If the Contractor claims that delay or additional cost is involved because of such action by the Owner the Contractor shall make such Claim as provided elsewhere in the Contract Documents. 61.2 The Owner shall provide for coordination of the activities of the Owner's own forces. 61 3 If part of the Contractor's Work depends, for proper execution or results, upon construction or operations by the Owner or a separate contractor the Contractor shall prior to proceeding with that portion of the Work, promptly report to the Owner apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor to so report shall constitute an acknowledgment that the Owner's or separate contractors completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. ARTICLE 7 CHANGES IN THE WORK 71 1 Changes in the work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order 71.2 A Change Order shall be based upon agreement among the Owner Contractor and Architect. 71 3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly unless otherwise provided in the Change Order 71 4 A Change Order is a written instrument prepared by the Owner or Architect and signed by the Owner Contractor and Architect stating their agreement upon all of the following 1 a change in the Work, 2 the amount of the adjustment in the Contract Sum, if any and 3. the extent of the adjustment in the Contract Time, if any Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00600 General Conditions of the Contract ARTICLE 8 TIME AND LIQUIDATED DAMAGES 81 1 Contract time shall be as stated below from date of commencement established in the Agreement until final completion. ' Contract Construction Timeline. 90 days 1 8 1.2 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement, the Contractor confirms that the Contract Time is a reasonable period for performing the Work. ' 8 1 3 The Contractor shall not knowingly except by agreement or instruction of the Owner in writing prematurely commence operations on the site or elsewhere prior to the effective date of insurance to be furnished by the Contractor The date of commencement of the Work shall be not changed by the effective date of such insurance. Unless the date of commencement is established by a notice to ' proceed given by the Owner the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the work to permit the timely filing of mortgages, mechanics liens and other security interests ' 81 4 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or of an employee of either or of a separate contractor employed by the Owner or by changes ordered in the Work, or by labor disputes, fire unavoidable casualties or other causes beyond the Contractor's ' control, or by delay authorized by the Owner then the Contract time shall be extended by Change Order 81 5 Should the Contractor fail to complete the Work within the Contract Time the Owner will sustain damage. '81 6 Therefore, the parties agree that the Contractor shall pay the Owner as liquidated damages and not as penalty an amount as follows, which shall be considered to be the amount of the damage sustained by the Owner on account of the condition specified and shall continue to be paid until the condition specified is met. 81 7 It is agreed by the parties that time is of essence in this agreement and if the date of final ' completion is delayed the Owner will be damaged The exact amount of the damage will be difficult to calculate but will include such items as outside leases, loss of efficient function, and inconvenience to the public and to the Owner It is agreed between the parties that the amount of damages will be $250.00 per calendar day from Final Completion date as designated for each individual project as stated on the Form of Agreement Between Owner and Contractor The Owner may deduct the sum of such liquidated damages from any moneys due or that may become due the Contractor or if such moneys are insufficient, the Contractor or his Surety or Sureties shall pay the difference. ' ARTICLE 9 PAYMENTS AND COMPLETION 9 1 1 The Contract Sum is stated in the Agreement and including authorized adjustments, is the total ' amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents 1 L' 9 1.2 Before the first Application for Payment, the Contractor shall submit to the Owner or Architect a schedule of values allocated to various portions of the work, prepared in such form and supported by such data to substantiate its accuracy as the Owner or Architect may require. This schedule, unless objected to by the Owner or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00600 General Conditions of the Contract 91 3 At least ten days before the date established for each progress payment, the Contractor shall submit to the Owner or Architect, if one is used an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized, if required and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies or requisitions from Subcontractors and material suppliers, and reflecting Retainage if provided for elsewhere in the Contract Documents. 91 4 Such applications may include requests for payment on account of changes in the work which have been properly authorized by Change Orders: 91 5 Such applications may not include requests for payment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. 9 1 6 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. 9 1 7 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 encumbrances in favor of the Contractor Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor materials and equipment relating to the Work. 91 8 The Owner shall determine the payment amount to be made to the Contractor 91 9 At the time each month stipulated in the Owner/Contractor Agreement, the Owner shall pay to the Contractor an amount equal to ninety-five percent (95%) of the value of labor and material incorporated in the work, all as approved by the Architect in accordance with the provisions of the Contract Documents; such amount paid to the Contractor shall be less the total of all previous payments and deductions provided for in the Contract Documents. The five percent (5%) withheld shall be Retainage which shall be paid as provided hereinafter The percentage of contract retained shall be five percent (5%) pursuant to RCW Chapter 60.28, as amended. Thirty days after final acceptance of the completed work, the balance due will be paid, provided a The work be fully completed b Certification has been received by the Owner from the State Department of Labor and Industries, as to payment of prevailing wages, in conformance with laws. c. Certification has been received by the Owner from the State Department of Revenue that all taxes have been paid, no tax lien may exist, and d The Contractor warrants to the Owner all claims by materialmen and workmen, if any for unpaid charges against the work have been satisfied, and e To hold the Owner harmless from all liens on the completed work. In the event these provisions are not met, the Owner may pay a percentage of the Retainage holding back that quantity of money for materialmen and laborer's liens, tax liens, cost and attorney's fees to defray the cost of foreclosing all other liens, costs, and Architect's fee to defray cost of additional Construction Administration services. Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 r; Ll DIVISION ZERO General Conditions of the Contract Section 00600 ' After the award of a Contract for public improvement or work for which retained percentages are required to be reserved under the provisions of RCW 60.28.010 Owner shall require the Contractor to exercise in writing one of the options listed.in RCW 60.20 010. Retained amounts shall be paid into an escrow account, if requested, in a financial institution chosen by ' the Contractor and approved by the Owner the interest earnings from -which shall accrue .to the benefit of the Contractor ' 9 1 10 Final payment will not be made by the Owner until all contract conditions and requirements have been fulfilled and all forms and certificates are received in full. 9 1 11 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon ' receipt of a final Application for Payment, the Owner or Architect will promptly make such inspection, and when Owner and Architect finds the Work acceptable under the Contract Documents and the Contract fully performed the Architect will promptly issue a final Certificate for Payment. ' ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10 1 1 The Contractor shall be responsible for initiating, maintaining and supervising all safety ' precautions and programs in connection with the performance of the Contract. 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately ' stop Work in the area affected and report the condition to the Owner and Architect 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 asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The work in the affected area shall be resumed in the absence of asbestos or PCB ' or when it has been rendered harmless by written agreement of the Owner and Contractor 10 1.3 The Contractor shall take reasonable precautions for safety of and shall provide reasonable ' protection to prevent damage, injury or loss to 1 employees on the Work and other persons who maybe affected thereby - 2 the work and materials and equipment to be incorporated therein, whether in storage on or ' off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub -subcontractors, and 3 other propertyat the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 10 1 4 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations ' and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss 10 1.5 The Contractor shall erect and maintain, as required by existing conditions and performance of ' the Contract, reasonable safeguards for safety. -and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. ' 10 1.6 When use or storage of explosive or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel Clallam County Courthouse Re -roof Project May 19 2009 ' Division 00- General Conditions Clallam County Parks, Fair & Facilities 1 DIVISION ZERO General Conditions of the Contract Section 00600 10 1 7 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property caused in whole or in part by the Contractor a Subcontractor a Sub -subcontractor or anyone directly or indirectly employed by any of them or by.anyone for whose acts they may be liable and for which the Contractor is responsible, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor the foregoing obligations of the Contractor are in addition to the Contractor's obligations. 10 1.8 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety 10 1.9 In an emergency affecting safety of persons or property the Contractor shall act, at the Contractor's discretion, to prevent threatened damage injury or loss. 10 1 10 The Contractor agrees to comply with Chapter 49 18 RCW providing that no laborer workman, or mechanic in the employ of the Contractor Subcontractor or other person doing or contracting to do the work or any part of the work contemplated by the Contract, shall be permitted or required to work more than eight (8) hours in any one calendar day provided that, in cases of extraordinary emergency such as danger to life or property the hours of work may be extended but in such cases shall not be less than one and one-half times the rate allowed for this same amount of time during eight (8) hours service. Any work necessary to be performed after regular working hours, or Sunday or legal holidays shall be performed without additional expense to the Owner Contractor further agrees the said Contract is terminable in case the Contractor shall violate the provisions of such act. ARTICLE 11 INSURANCE & BONDS 11 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 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 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 or workmen s compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed 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 which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor or (2) by another person 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 involving contractual liability insurance applicable to the Contractor's obligations. 11 1.2 The Contractor shall name the Owner the Architect, their consultants, and their officers, agents, and employees, as additional insured on the insurance policies, except the workers or workmen s Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00600 General Conditions of the Contract compensation policy The Contractor shall obtain from the Owner and Architect the list of names to appear on the insurance policies. 11 1.3 The insurance required by Subparagraph 11 1 1 shall be written for not less than the following or greater if required by law - Workers Compensation a State Statutory b Applicable Federal (e g Longshoremen, harbor Work, Work at or outside U S Boundaries): Statutory C. Employer's Liability- $1 000 000 00 d Benefits Required by Union labor contracts: as applicable e Include all -states endorsement 2 Comprehensive General Liability (Including Premises -Operations Independent Contractor's Protective, Products and Completed Operations, Broad Form Property Damage): a Bodily Injury - $1 000 000 00 Single Limit Per Occurrence Full Contract Amount Aggregate, Products and Completed Operations b Property Damage. Course of Construction Insurance Full Contract Amount Each Occurrence Full Contract Amount Aggregate C. Products and Completed Operations Insurance shall be maintained until 30 days after final completion d Property Damage Liability Insurance shall include coverage for the following hazards. Vandalism Fire Explosion, Collapse, and Underground e Contractual Liability - 1 Bodily Injury - $1,000,000 Each Occurrence 2. Property Damage Full Contract Amount Each Occurrence Full Contract Amount Aggregate f Personal Injury with Employment Exclusion Deleted - $1 000 000 00 Aggregate 3 Comprehensive Automobile Liability (Owned Non -owned Hired): a Bodily Injury- $1 000 000 00 Each Person $1 000 000.00 Each Occurrence b Property Damage: $100 000 00 Each Occurrence 4 If possible all of the above insurance coverage shall be carried with the same insurance company 11 1 4 Certificates of Insurance acceptable to the Owner shall be filed with the Owner and the Architect prior to commencement of the work. These Certificates shall contain a provision that coverage s afforded under the policies will not be canceled until at least thirty (30) days prior written notice has been given to the Owner the Architect, the Contractor and the Owner's insurer Certificates shall be furnished in duplicate and stipulate all coverage required and the Contractor shall furnish to the Owner and the Architect copies of all endorsements that area subsequently issued amending coverage or limits. 11 1 5 The Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located property insurance in the amount of the initial Contract sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles Such property insurance shall be maintained Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00600 General Conditions of the Contract unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance until final payment has been made 11 1.6 Property insurance shall be on an all-risk policy form and shall insure against the. perils of fire and extended coverage and physical loss or damage including without duplication of coverage, theft, vandalism malicious mischief collapse, false work, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of -such insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. 11 1 7 The Contractor shall secure and pay for performance and payment bonds issued by a bonding company licensed to transact business in the locality of the project, on a Bond Form executed in pursuance to Chapter 39 08 Revised Code of Washington. The Bond Form must comply with all requirements of the Owner's attorney The surety bond shall be in the following penal sums: Performance Bond 100% of agreement sum including Washington State Sales Tax Labor and Material 100% of agreement sum including Washington State Sales Tax • Four copies of Bond Certification required 11 1.8 The Contract Bond or an equivalent Maintenance Bond shall continue in for force until final acceptance of the Work by the Owner 11 1.9 The Contractor guarantees the excellence of both workmanship and material, and the payment of all obligations incurred until the Work is finally accepted and for (30) days thereafter and until the provisions of the Contract Documents are fulfilled 11 1 10 For the projects under $25,000.00 Contractor may agree to a 50% Retainage fund in lieu of providing a performance bond The Retainage fund to be held by the County until work is complete, all paperwork is turned in and state releases signed and returned to County ARTICLE 12 WARRANTY 12.1 1 The Contractor shall warranty all labor materials and work performed for a period of 1 year from date of final completion ARTICLE 13 LAW SUCCESSORS, TESTS 13.1 1 The contract shall be governed by law of the place where project is located. 13.1.2 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other If either party attempts to make such as assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 r• 1;4 DIVISION ZERO General Conditions of the Contract Section 00600 13 1.3 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations rights and remedies otherwise imposed or available by law ' 13.1 4 No action or failure to act by the Owner Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder except a may be specifically agreed in writing ' 13.1.5 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances rules regulations or orders of public authorities having jurisdiction shall be made at an appropriate time Unless otherwise provided the Contractor shall make arrangements for such tests ' inspections and approvals with an independent testing laboratory or entity acceptable to the Owner or with the appropriate public authority and shall bear all related costs of tests, inspections and approvals. The contractor shall give the Owner timely notice of when and where tests and inspections are to be made so the Owner may observe such procedures. The Owner shall bear costs of tests, inspections or ' approvals which do not become requirements until after bids are received or negotiations concluded 13 1.6 If the Owner or public authorities having jurisdiction determine that portions of the Work require ' additional testing inspection or approval, instruct the Contractor to make arrangements for such additional testing inspection or approval by an entity acceptable to the Owner and the Contractor shall give timely notice of when and where tests and inspections are to be made so the Owner may observe such procedures. ' 13 1 7 If such procedures for testing, inspection or approval reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures. ' 13 1.8 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents be secured by the Contractor and promptlydelivered to the Owner ARTICLE 14 TERMINATION 14 1 1 The Owner may terminate the Contract if the Contractor* ' 1 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 disregards laws ordinances, or rules, regulations, or orders of a public authority ' having jurisdiction or 4 otherwise is guilty of substantial breach of a provision of the Contract Documents ARTICLE 15 PREVAILING WAGES 15 1 1 REQUIRED- CONTRACTOR TO FILE STATEMENT OF INTENT TO PAY PREVAILING WAGES AND AFFIDAVIT OF WAGES PAID The prevailing rate of wage to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39 12 RCW as amended and the rules and regulations of the Department of Labor and Industries of the State of Washington. The prevailing wage rates for the locality or localities where this Contract will be performed shall be determined by the Industrial Statistician of the Department of Labor and Industries, and are by reference, made a part of this contract as though fully set forth herein Current prevailing wage data is furnished by the Industrial Statistician Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO General Conditions of the Contract Section 00600 15 1.2 Statement of Intent to Pay Prevailing Wages. The Contractor on or before the date of commencement of work, shall complete, file and pay for a statement under oath with the Owner and with the Director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen or mechanics employed upon the work by the Contractor or Subcontractor which shall be not less than the prevailing rate of wage. (State Form LI 700-29), State of Washington, Department of Labor and Industries, "Statement of Intent to Pay Prevailing Wages on Public Contract' form Such statement and any subsequent statements shall be fled in accordance with the practices and procedures required by the Department of Labor and Industries. Therefore, the Contractor shall familiarize himself with this form and all its requirements. The Owner will not distribute any payments until all required certified copies of such forms are received. 15 1.3 It is the responsibility of the Contractor to require all his Subcontractors to complete and pay for 'Statement of Intent to Pay Prevailing Wages" forms, submit these documents to the Department of Labor and Industries for certification and forward certified copies to the Owner as proof that the prevailing wage requirements of RCW 39 12.040 have been satisfied Additional forms may be obtained from the Department of Labor and Industries, Industrial Relations Division, General Administration Building Olympia Washington 98504 and from all 15 service locations of the Department of Labor and Industries. 15.1 4 Each voucher claim submitted by a Contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the pre -filed statement or statements of intent on file with the Department of Labor and Industrial Statistician. 151.5 The Contractor and Subcontractors shall further certify that: a He has not employed or retained any company or person (other than a full-time bona fide employee working solely for the offer or to solicit or receive this Contract and b He has not paid or agreed to pay any company or person (other than a full-time bona fide employee working solely for the offer or) any fee, commission, percentage or brokerage fee contingent upon or resulting from the award of this Contract; and c. He has not been asked or otherwise coerced, either expressed or implied into contributing funds, for any purpose as a condition to doing business with the Owner - and d He agrees to furnish information relating to items 1,2 and 3 as requested by the contracting officer 15 1 6 It is further agreed that in case any dispute arises as to what are the prevailing wages for the work of a similar nature and such dispute cannot be adjusted by the parties involved the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State, and his decision therein shall be final binding and conclusive on all parties involved in the dispute 15 1 7 Upon completion of a Public Works Project, the Contractor for himself and on behalf of all Subcontractors, shall file Affidavit of Wages Paid' forms. Forms properly executed by the Contractor and all Subcontractors shall be submitted with proper payment to. Department of Labor and Industries, Industrial Insurance Division, Underwriting Section, General Administration Building, Olympia, WA 98504 Each Affidavit of Wages" must be certified by the Industrial Statistician of the Department of Labor and Industries before it is submitted to the Owner Copies of all required statements must be on file with the Owner before the retained percentage is released Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 t4 U ' DIVISION ZERO Section 00600 General Conditions of the Contract 15.1.8 Upon completion of a Public Works project, the Contractor shall file a 'Release for the Protection of Property Owner and General Contractor' form (LI 206-83 release 1-67) with the Department of Labor and Industries. The Owner will not disburse final payment or the Retainage to the Contractor until a release has been issued by the Department of Labor and Industries. ' Contractor shall pay for all costs of obtaining and filing all Labor and Industries forms. ARTICLE 16 OFFSHORE ITEMS ' 16 1 1 In compliance with RCW 39.25 the Contractor shall furnish the Owner a certified statement setting forth the nature and source to Offshore items in excess of $2 500 which have been utilized under each prime contract in the performance of the work. 'Offshore Items are those items procured from ' sources beyond the territorial boundaries of the United States including Alaska and Hawaii. This certified statement is mandatory and shall be received before final payment is made on the contract. ARTICLE 17 PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF ' PUBLIC NATURAL RESOURCES 17 1 1 Pursuant to Chapter 62, Laws of 1973 1st Ex. Session, those provisions of federal, state and ' local statutes, ordinances, and regulations dealing with the prevention of environmental pollution and the preservation of public natural resources that affect, or are affected by the herein described project are, to the extent they are reasonably obtainable, as follows: RCW 43.21.030 RCW 90.58 140- RCW 90 58.320• and RCW 70.94 152. Conform with the provisions thereof ARTICLE 18 DISCRIMINATION ' 18 1 1 The Contractor by entering this contract, agrees that Discrimination in all phases of employment is prohibited by Title VII of the Civil Rights Act of 1964 Presidential Executive Order 11375 the Washington State Law Against Discrimination, Chapter 49 60 RCW and by Gubernatorial Executive Orders 66-1 and 70-01 among other laws and regulations. ' 18 1.2 During the performance of this Contract, the Contractor agrees as follows: 1 The Contractor will not discriminate against any employee or applicant for employment because of race creed, color national origin, sex, sexual orientation, age marital status, or the presence of any physical, sensory or mental handicap nor shall the Contractor commit any of the other unfair practices defined in RCW 79 60 the Washington State Law Against Discrimination 2 The Contractor will in all solicitation or advertisements for employees placed by on without regard to race, creed color national origin sex, sexual orientation, age, marital status, or the presence of any physical, sensory or mental disability 3 The Contractor will send to each labor union employment agency or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding a notice advising the labor union employment agency or workers' representative of the Contractor's commitments under this contract and RCW 49 60 the Washington State Law Against Discrimination. Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 DIVISION ZERO Section 00600 General Conditions of the Contract 4 The Contractor will permit access to its books, records and accounts, and to its premises by the Owner or the Washington State Human Rights Commission for the purpose of investigation to ascertain compliance with these specifications. 5 The Contractor will include the provisions of clauses, 1 through 4 above in every Subcontract or purchase order so that such provisions will be upon each Subcontractor or vendor ARTICLE 19 COUNTY/CONTRACTOR RELATIONSHIP 19 1 1 In the event that either the state or federal government determines that an employer-employee relationship exists, rather than an independent contractor relationship such that Clallam County is deemed responsible for federal withholding, social security contributions and the like, the Contractor agrees to reimburse Clallam County fof any payments made or required to be made by Clallam County Should any payments be due to the Contractor pursuant to this agreement, the Contractor agrees that reimbursement may be made by deducting from such future payments a pro rata share of the amount to be reimbursed based upon the following formula Total amount to be reimbursed = Deduction from payment Number of payments remaining. Notwithstanding a determination by the state or federal government that employer-employee relationship exists, the Contractor its officers, employees and agents, shall not be entitled to any benefits which Clallam County provides to its employees, including, but not limited to, vacation and medical benefits. 191.2 The status of the Contractor hereunder is that of an independent contractor and the Contractor shall not be construed to be an employee of Clallam County As an independent contractor the Contractor is not entitled to any benefits available to employees of Clallam County and the Contractor is responsible for withholding any moneys required to be withheld from the Contractor's employees pursuant to local, state, or federal law including but not limited to worker's compensation, social security and taxes. END OF SECTION 00600 Clallam County Courthouse Re -roof Project Division 00- General Conditions Clallam County Parks, Fair & Facilities May 19 2009 We DIVISION ZERO Section 00860 LIST OF DRAWINGS I SHEET NUMBER SHEET CONTENTS END OF SECTION 00860 Clallam County Courthouse Re -roof Project Division 00- List of Drawings Clallam County Parks, Fair & Facilities List of Drawines May 19 2009 A0.00 COVER / INDEX ' A0.01 CODE NOTES, ABBREVIATIONS A1.00 SITE PLAN REFERENCE PLAN A1.01 CONNECTOR & SOUTHERN ROOF PLANS ' A1.02 A1.03 CENTRAL COURTHOUSE ROOF PLAN NORTHERN UPPER ROOF PLAN A1.04 ANTENNA PLAN A1.05 BIRD SPIKE PLAN - COURTHOUSE A1.06 BIRD SPIKE PLAN - DETENTION ' A3.00 TYPICAL ROOFING CONFIG DETAIL A3.01 COPING DETAIL STD / BIRD SPIKES A3.02 COUNTER & EDGE FLASHING DETAILS STD ' A3.03 MISC. TYPICAL DETAILS A3.04 PENETRATION DETAILS A3.05 MISC. ANTENNA DETAILS A3.06 ROOF DRAIN DETAILS ' A3.07 ROOF DRAIN WELL DETAILS A3.08 PARAPET AT SOUTH ROOFS A3.09 BUILDING WALL SOUTH ROOFS A3.10 CONNECTOR ROOF / UPPER ROOF A3 11 EXPANSION JOINT TO OLD WALL A3.12 CONNECTOR PARAPET A3.13 TYPICAL SCUPPER DETAILS ' A3.14 STEP AT UPPER ROOFS A3.15 WALL AT SKYLIGHT A3.16 ELEVATOR ROOF PARAPET A3.17 PARAPET UPPER / EXPANSION JOINT ' A3.18 ROOF PARAPET UPPER - FRAMED A3.19 ROOF PARAPET UPPER - CMU A3.20 EXISTING ROOF LADDER NEW CAGE ' A3.21 NEW ROOF LADDERS A3.22 ROOF EDGE GUARD RAIL END OF SECTION 00860 Clallam County Courthouse Re -roof Project Division 00- List of Drawings Clallam County Parks, Fair & Facilities List of Drawines May 19 2009 F DIVISION ONE — GENERAL REQUIREMENTS General Requirements Section 01001 GENERAL REQUIREMENTS 1 SUMMARY OF WORK A. Contract Description: ' 1 Work includes but is not limited to —see Section 0110.0 —Summary for Description. B The Contractor is responsible for verifying all systems, assemblies and details of construction prepared by the Owner as being appropriate to and within the standard practices -of the building trades involved The Contractor and all of his subcontractors and sub -subcontractors shall have reviewed all documents thoroughly and shall report all discrepancies, irregularities and items that differ from standard practices during the bidding phase The Contractor shall also be ' responsible to ensure proper coordination between all trades and all the corresponding documentation directing those trades. The Contractor shall also be responsible for confirmation of all manufacturers instructions and special requirements of the use and ' application of their products 2. WORK NOT IN CONTRACT ' A. NIC' (Not in Contract) items are as follows. 1 NONE 3, CONTRACTOR USE OF PREMISES ' A. The Contractor shall have access only to the areas where the new work is to be executed The Contractor shall coordinate with the Owner for staging, construction, and parking during ' construction which will be limited to the area of Work. Work times and dates shall be scheduled and approved by the Owner prior to start of work. 4 CUTTING AND PATCHING ' A. The Contractor shall execute all cutting and patching of existing conditions with the same skilled workmen with the same material supplies, and with the same equipment as required for new work of the same type. ' 1 The cut and patched areas shall be left so that when the work of this Project is completed all evidence of the cutting and patching is removed 2 Texture finish and color of new or patched areas shall match that of the existing/adjacent construction. ' 5. UNIT PRICING A. Provide unit pricing for the following items. 1 Reference Bid Proposal Form and Specification Section 01270— Unit ' Prices ' 6 ALTERNATES Clallam County Courthouse Re -roof Project May 19 2009 ' Division 00- General Requirements Clallam County Parks, Fair & Facilities DIVISION ONE — GENERAL REQUIREMENTS General Requirements ' Section 01001 A. Reference Bid Proposal Form `Specification Section 01230 —Alternates I 7 COORDINATION ' A. Coordinate scheduling, submittals, and Work of the various sections of specification to ensure efficient and orderly sequence of installation of interdependent construction elements with a minimum of public service disruption. ' B Verify utility requirement characteristics of operating equipment are compatible with building utilities. ' C Coordinate space requirements and installation of electrical work which is indicated diagrammatically on Drawings. Follow routing shown for conduit and wiring as closely as practicable. ' D In finished areas, conceal pipes and wiring within the construction. 8. EXAMINATION t A. Verify that existing conditions and substrate surfaces are acceptable for subsequent Work. Submission of Bid means acceptance of existing conditions. I 9 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. ' B Apply manufacturer required or recommended substrate primer sealer or conditioner prior to applying new material or substance in contact or bond. 10 SUBMITTAL PROCEDURES , A. See Section 01330 — Submittal Procedures. B. Submittal form to identify Project, Contractor Subcontractor or supplier- and pertinent Contract Document references. C Apply Contractor's stamp signed or initialed certifying that review verification of Products ' required, field dimensions adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents, prior to submitting the submittal for review by the Owner or Owner's representative Architect. ' D Identify variations from Contract Documents and Product or system limitations, which may be detrimental to successful performance of the completed Work. E. Revise and submit submittals as required; identify all changes made since previous submittal. �. 11 QUALITY ASSURANCE -CONTROL OF INSTALLATION A. See Section 01400 — Quality Requirements. ' Clallam County Courthouse Re -roof Project May 19 2009 Division 00- General Requirements Clallam County Parks, Fair & Facilities k ' DIVISION ONE — GENERAL REQUIREMENTS Section 01001 General Requirements ' B Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality or when no level of quality is specified perform Work as would be standard for a custom installation ' C Comply with manufacturers instructions D Comply with specified standards as minimum quality for the Work except when more stringent ' tolerances, codes, or specified requirements indicate higher standards or more precise workmanship 12. TOLERANCES ' A. Monitor tolerance control of installed Products over suppliers, manufacturers, Products, site conditions and workmanship to produce acceptable Work. Do not permit tolerances to accumulate ' B Comply fully with manufacturers tolerances. ' 13. REFERENCES A. Conform to reference standards applicable for each system product, or assembly as commonly applied to each trade or discipline for this type of work and level of quality specified ' or implied by date of issue current as of date of Contract Documents. B Should specified reference standard conflict with Contract Documents, request clarification from Owner before proceeding. ' 14. ELECTRICITY ' A. See Section 01500 — Temporary Facilities and Controls B Contractor shall be responsible for Electrical Permit and inspections as required ' 15 LIGHTING FOR CONSTRUCTION PURPOSES A. See Section 01500 — Temporary Facilities and Controls. ' B Provide and maintain lighting for construction operations. 16. WATER tA. See Section 01500 — Temporary Facilities and Controls. 17 SANITARY FACILITIES A. See Section 01500 —Temporary Facilities and Controls. 18. ENCLOSURES ' A. See Section 01500 — Temporary Facilities and Controls. Clallam County Courthouse Re -roof Project May 19 2009 Division 00- General Requirements Clallam County Parks, Fair & Facilities DIVISION ONE — GENERAL REQUIREMENTS General Requirements Section 01001 B Provide temporary enclosures for protection of adjacent existing conditions, and barriers to protect the adjacent room from construction dust and fumes. Provide adequate fencing to secure site from public users. 19 PROTECTION OF INSTALLED WORK A. See Section 01500 — Temporary Facilities and Controls. B. Protect installed Work and provide special protection where specified in individual specification sections. 20 SECURITY A. See Section 01500 —Temporary Facilities and Controls. B. Provide security and facilities to protect Work and Owner's operations from unauthorized entry vandalism or theft. 21 PROGRESS CLEANING AND WASTE REMOVAL A. See Section 01500 — Temporary Facilities and Controls. B. . Collect and maintain areas free of waste materials, debris, and rubbish. Maintain construction area in a clean and orderly condition Contractor responsible for all costs involved in waste removal 22. REMOVAL OF UTILITIES FACILITIES, AND CONTROLS A. See Section 01770 — Closeout Procedures. B. Remove temporary utilities, equipment, facilities, materials, prior to Final Completion review C Clean and repair damage caused by installation or use of temporary work. D Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. 23. PRODUCTS A. See Section 01600 — Product Requirements. B. Products: means new material, machinery components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the work. Products may also include existing materials or components specifically identified for reuse. C Do not use materials and equipment removed from existing premises, except as specifically identified or allowed by the Contract Documents. D Provide interchangeable components of the same manufacture for components being replaced and/or added in addition to existing components, e.g. lighting switches receptacles, etc. Clallam County Courthouse Re -roof Project May 19 2009 Division 00- General Requirements Clallam County Parks, Fair•& Facilities I DIVISION ONE — GENERAL REQUIREMENTS Section 01001 General Requirements 24 TRANSPORTATION HANDLING, STORAGE AND PROTECTION A. Transport, handle store and protect Products in accordance with manufacturer's instructions 25. CONTRACT CLOSEOUT PROCEDURES A. See Section 01770 — Closeout Procedures. B Submit written certification the Contract Documents have been reviewed Work has been inspected and that Work is complete in accordance with the General Conditions and the Contract Documents and ready for Owner inspection C Submit final Application for Payment identifying total adjusted Contract Sum/Price previous payments and amount remaining due D Complete and submit all required documentation covered in this Project Manual and the drawings. 26 FINAL CLEANING A. See Section 01770 — Closeout Procedures. B Execute final cleaning prior to final inspection. C Thoroughly clean interior and exterior surfaces exposed to view D Remove waste and surplus materials rubbish and construction facilities from the site 27 ADJUSTING A. See Section 01770 — Closeout Procedures. B. Adjust operating Products and equipment to ensure smooth and unhindered operation. 28. WARRANTIES A. See Section 01770 — Closeout Procedures. B Provide duplicate notarized copies. C Execute and assemble transferable warranty documents from Subcontractors suppliers and manufacturers. D Submit prior to final Application for Payment. END OF SECTION 01001 ' Clallam County Courthouse Re -roof Protect Division 00- General Requirements Clallam County Parks, Fair & Facilities May 19 2009 i CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01100 SUMMARY PART 1 GENERAL 11 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section. 1.2 SUMMARY A. This Section includes the following 1 Work covered by the Contract Documents. 2 Type of the Contract. 3 Owner -furnished products. 4 Use of premises. 5 Owner's occupancy requirements. 6 Work restrictions. 7 Specification formats and conventions. 1 3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification Clallam County Courthouse Re -Roof 1 Project Location. 223 East Forth St. Port Angeles, WA 98362 B Owner- Clallam County 223 East Forth St. Port Angeles, WA 98362. 1 Owner's Representative. Joel Winborn 223 East Fourth St. Suite 7 Port Angeles, WA 98362 C Architect: Michael Beaman, Beaman Architecture Ltd P O Box 86038 Portland OR 97286 D The Work consists of the following - 1 The Work includes - a Demolition of existing roofing and protective materials, including the abatement of some lead and asbestos containing materials. b Application of a Manufacturer warranted 20 years, 100 mph, TPO roofing system and associated accessories and finishes. 14 TYPE OF CONTRACT A. Project will be constructed under a single prime contract. SUMMARY 01100 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 1 5 USE OF PREMISES ' A. General Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits. B Use of Site. Limit use of premises to areas within the Contract limits indicated Do not disturb ' portions of Project site beyond areas in which the Work is indicated. 1 Limits: Confine constructions operations to roof and designated staging and storage ' areas on ground level. 2. Owner Occupancy Allow for Owner occupancy of Project site and use by the public. 3. Driveways and Entrances: Keep driveways loading areas, and entrances serving , premises clear and available to Owner Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a Schedule deliveries to minimize use of driveways and entrances. ' b Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site 4 Parking- Shall be limited to the designated staging areas and the first open parking ' spaces in the main lot starting at the East end C Use of Existing Building Maintain existing building in a weather tight condition throughout , construction period Repair damage caused by construction operations. Protect building and its occupants during construction period 1 6 OWNER'S OCCUPANCY REQUIREMENTS ' A. Full Owner Occupancy Owner will occupy site and existing adjacent building during entire construction period Cooperate with Owner during construction operations to minimize conflicts ' and facilitate Owner usage Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits, unless otherwise indicated 1 Maintain access to existing walkways, corridors, and other adjacent occupied or used , facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's ' operations. 1 7 WORK RESTRICTIONS ' A. Existing Utility Interruptions. Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide ; temporary utility services according to requirements indicated 1 Notify Architect and Owner not less than four days in advance of proposed utility interruptions. , 2. Do not proceed with utility interruptions without Owner's written permission. SUMMARY 01100 2 , ICLALLAM COUNTY COURTHOUSE RE -ROOF 1 8 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16 -division format and the CSI/CSC 'Master Format' numbering system ' 1 Section Identification. The Specifications use Section numbers and titles to help e p cross- referencing in the Contract Documents. Sections in the Project Manual are in numeric ' sequence however the sequence is incomplete because all available Section numbers are not used Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. ' 2 Division 1 Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. B Specification Content: The Specifications use certain conventions for the style of language and ' the intended meaning of certain terms words, and phrases when used in particular situations These conventions are as follows. 1 Abbreviated Language. Language used in the Specifications and other Contract ' Documents is abbreviated Words and meanings shall be interpreted as appropriate Words implied but not stated shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where ' applicable as the context of the Contract Documents indicates 2 Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor Occasionally the indicative or subjunctive mood may be used in the Section Text for ' clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted a The words shall 'shall be or shall comply with, depending on the context, are ' implied where a colon ( ) is used within a sentence or phrase ' PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01100 SUMMARY 01100 3 i CLALLAM COUNTY COURTHOUSE RE -ROOF ' SECTION 01230 ALTERNATES I PART 1 GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes administrative and procedural requirements for alternates. ' 13 DEFINITIONS A. Alternate An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if ' Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products materials, equipment, systems, or installation methods described in the Contract Documents. ' 1 The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum ' 14 PROCEDURES ' A. Coordination. Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1 Include as part of each alternate miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. ' B. Notification Immediately following award of the Contract, notify each parry involved in writing of the status of each alternate Indicate if alternates have been accepted, rejected or deferred for later consideration Include a complete.description of negotiated modifications to alternates ' C Execute accepted alternates under the same conditions as other work of the Contract. D Schedule A Schedule of Alternates is included at the end of this Section Specification t Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. 1 ALTERNATES 01230 1 CLALLAM COUNTY COURTHOUSE RE -ROOF PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 31 SCHEDULE OF ALTERNATES A. Alternate No. 1 Base Bid Provide bird spikes as shown on Sheet Al 05 at all parapet walls and skylight frames. Alternate Bid Provide bird spikes on parapet walls and skylight canopies at detention area as shown on Sheet Al 06 END OF SECTION 01230 ALTERNATES 01230 2 1 1 1 1 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS A14 DOCUMENT 0710 (Instructions on reverse side) PROJ ECT (name, address) OWNER TO (Contractor) CONTRACT FOR. CONTRACT DATLD- ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO DATL OF ISSUANCE. AR('[IITECT ARCHITFCT'S PROJECT NO Owner Architect Consultant Contractor Field Other n The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description Attachments. (H.. .ns rr lart tR of documents t6ar support description.) ISSUED BY Architect MCAUTION. You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT GTIO ARCHITECT'S SUPPLEMENTAL INSTRucnoNs 1992 EDITION :UA* 0199:. TIIE &%4ERIGGN 114STITUTE OF ARCllrrtiCrti, 1735 NEW YORK AVENUE, NW, WASHINGTON, D.C. 200065209 WARNING: Unlicensed photocopying violates US. copyright [aura and Will sublad tha violator to legal pmsecutlon. G710-1992 s Contract Administration 211d, -AIA G701 Change Order (Instructions on the reverse side) PROJECT (Name and address): TO CONTRACTOR (Name and address) - CHANGE ORDER NUMBER DATE: ARCHITECT'S PROJECT NUMBER CONTRACT DATE: CONTRACT FOR THE CONTRACT IS CHANGED AS FOLLOWS: ' (Include, where applicable, anil undisputed amount attributable to previously executed Construction Change Directives) Distribution List: Owner Architect Contractor Field Other The original (Contract Sum) (Guaranteed Maximum Price) was 5 The net change by previously authorized Change Orders g The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was g The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased) (unchanged) ' by this Change Order in the amount of S The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be S The Contract Time vill be (increased) (decreased) (unchanged) by ( ) days The date of Substantial Completion as of the date of this Change Order therefore is NOTE. This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price ,vhich have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT CONTRACTOR AND OWNER ' ARCHITECTFirm name) e) CONTRACTOR (Firm name) OWNER (Firm name) ' ADDRESS ADDRESS ADDRESS BY (Signature) BY (Signature) BY (Signature) (Typed name) (Typed name) (Typed name) DATE DATE DATE CAUTION You should sign an original AIA Contract Document, on which this text appears in RED. An original assuros changes will not be obscured. AIA Document G701 Change Order 0 2001 The American Instituto of Architects Washington, DC wwK:aia.org WARNING. Reproduction, unlicensed photocopying or substantial quotation of the material herein without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyrghf 0aia.org. CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01270 — UNIT PRICES PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for unit prices. B Related Sections include the following - 1 Division 1 Section 'Contract Modification Procedures for procedures for submitting and handling Change Orders. 2 Division 1 Section 'Quality Requirements for general testing and inspecting requirements. 13 DEFINITIONS A. Unit price is an amount proposed by bidders stated on the Bid Form as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification if estimated quantities of Work required by the Contract Documents are increased or decreased 14 PROCEDURES A. Unit prices include all necessary material plus cost for delivery installation, insurance applicable taxes, over -head and profit. B Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. C Owner reserves the right to reject Contractor's measurement of work -in-place that involves use of established unit prices and to have this work measured at Owner's expense by an independent surveyor acceptable to Contractor D List of Unit Prices: A list of unit prices is included in Part 3 Specification Sections referenced in the schedule contain requirements for materials described under each unit price UNIT PRICES 01270 1 I CLALLAM COUNTY COURTHOUSE RE -ROOF PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 31 LIST OF UNIT PRICES A. Unit Price No 1 — Plywood Sheathing at Parapet Walls. 1 Description. Remove existing parapet wall sheathing and dispose of off-site. Provide 3/4 plywood sheathing installed and prep for new roofing system per roofing manufacturers requirements. 2 Unit of Measurement: Unit price per square foot. B Unit Price No 2 — Top of Wall Blocking 1 Description: Remove existing parapet wall wood backing and cap and dispose of off-site Provide 2 x 10 rip to wall width and reinstall to top of wall 2 Unit of Measurement: Unit price per lineal foot of parapet wall. END OF SECTION 01270 UNIT PRICES 01270 2 M M 1"t'r..s TO OWNER PROTECT •\PPLIC•\TION NU Dkil-ibutinn to I1H(IUD TU ❑ OWNER PROJECT' NQS ❑ ARCI-IIIPC-I' ❑ CONTRAC -1.O1-, FROM CONTRACTOR. VIA ARCHITECT CON'! RACT DA'L'E ❑ ( ONFix C."I' FOR. CONTRACTOR'S APPLICATION FOR PAYMENT \pplicatii)n is nude for payment, as shown below, in connection with- thL Contract. ( .)n inuation Sheet AIA Document G-01 is atutchcd I ORIGINAL CONTRACT SUM 5 2 Net change by Change Orders $ i CONTRACT SUM TO DATE (Line I ± 2) S 4 TOTAL COMPLETED & STORED TO DATE $ (COILI11111 G on G703) 5 RETAINAGE. a. 'Y, of Completed \`(4)rk $ (Columns D + E on ('7Oi) b. °< of Stored Material S (Colum.l F on G'0,) '11)tal Retainage (Line ja + ib or Total in COIt111111 I of G70i) 5 () TOTAL EARNED LESS RETAINAGE S (Line 4 Icss Line S Total) LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line G front prior Certificate) S t, CURRENT PAYMENT DUE l —� y BALANCE TO FINISH, INCLUDING RETAINAGE (Linc i less Linc U) i___ C.1 -1 -NN( F. ORDER Sl NINIARY ADDITIONS DFDI C:'fll)NS Intal changes approved in previo6s months by Owner APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUNIE;N r• G-702 (1n.1IrL1111n11, •)n C '\'Cl'SC side) PACT: )NL )I- M M 1"t'r..s TO OWNER PROTECT •\PPLIC•\TION NU Dkil-ibutinn to I1H(IUD TU ❑ OWNER PROJECT' NQS ❑ ARCI-IIIPC-I' ❑ CONTRAC -1.O1-, FROM CONTRACTOR. VIA ARCHITECT CON'! RACT DA'L'E ❑ ( ONFix C."I' FOR. CONTRACTOR'S APPLICATION FOR PAYMENT \pplicatii)n is nude for payment, as shown below, in connection with- thL Contract. ( .)n inuation Sheet AIA Document G-01 is atutchcd I ORIGINAL CONTRACT SUM 5 2 Net change by Change Orders $ i CONTRACT SUM TO DATE (Line I ± 2) S 4 TOTAL COMPLETED & STORED TO DATE $ (COILI11111 G on G703) 5 RETAINAGE. a. 'Y, of Completed \`(4)rk $ (Columns D + E on ('7Oi) b. °< of Stored Material S (Colum.l F on G'0,) '11)tal Retainage (Line ja + ib or Total in COIt111111 I of G70i) 5 () TOTAL EARNED LESS RETAINAGE S (Line 4 Icss Line S Total) LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line G front prior Certificate) S t, CURRENT PAYMENT DUE l —� y BALANCE TO FINISH, INCLUDING RETAINAGE (Linc i less Linc U) i___ C.1 -1 -NN( F. ORDER Sl NINIARY ADDITIONS DFDI C:'fll)NS Intal changes approved in previo6s months by Owner _ Tbtal approved this Month 'FOIA LS NET C H \NGES bl Change Order The undersigned Cunuactor Lenilics that to the heist of the Contractors knowledge, intor IDJ6011:11)d hclicl Il1L \&ork co\'crcd I)\' this AppliL.ition for Payment has been completed In aLcordance with the Contract UUCetllletl[s, [hit[ all amounts have been paid by the Con[ractor for \\)ork for which previous C.CItiliL;l(CS fell I'aynlent Were issued and p:Iy (nems received from the Owner Unci that current paynle,l, shown herein i, now due CON'TRACT'OR. By ---___--- Date' State of County of Subscribed anti s\vonl to beforc ole th:s d:•y ul Notary Public. fly Commission expire, ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance \with the Contract Documents. basecl ou on-site observations anti LhL data comprising .his application thL Architect ccrtilics uo t1le Owner that to the best of th, Ni'Chitect knoWledge, information and belief the \Vork has progresscd as indicated thL qualil\ of the. Work i. in accordance with the Contract DOCLInlenti, and the Comraetor is entitled to pal rllcnt Lit thL AMOUNT CFR-I'IFIED AMOUNT CERTIFIED (Allctch e l)lanalion tf atttnunt c'rlijicd diffcra l"root Ibe cnrlolint applied Jul' Initial all figll)zls on Ibr Applicalio)t cutel on Ibe Cwtdinualioti .Sbeei Ibal arc cbanged to conform to the a1nolinl certified J ARCHI Tia i By — _-- Date: I'hi, ccl-tilieatc is [lot ncgolialale• The AMOUNT CEIZTIFIFf) is payable ooh• to the Con tractor nan)ed herein 1,SLKIIICe, p:Iynlent incl acceptance of pavnlent are without prcjudicL u) .till rig.11s of thL (owner or Conu:Icu)r unde' this Cunu'act AIA DOCUMENT G702 \PPIM'VION -\NU CERXIFICATC FOR PA1'i\1FNT )'A) 1:01TRW AIA" 11), ]'Illi •\\.htelc AN INTI Tt 1'F. ()I:4RLAIJTCt'Ti, ,S, N1 -AX ]'Cilie ,ri- AVfNI:I. N.W WAS,IIING ON. DL. unit, ) WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G702-1992 , Ak CAUTION: You should use an original AIA document which has this caution printed in red. Art orlgirial assures that changes will not be obscured as may occur when documents are reproduced. CONTINUATION SHEET ikl,� DO( <!INi>_., T e)-1), 111);,rtl('tl )It, )I, re\cn\ ill i ( I \I•\ I)0LtlmCnt ( '() \PPI R CI IOI\ ANI-) Cf: RTI FI( •%I 1. 1'Ok P,\l,\ I•\ I' \l P1.1( All i()IN \O C )nl:lining ( ) ltr:l(.U)r ,it;n<(I ( crtili�miol) i ait.lihcll MY1 I( •\I'IO\ DAI'l In lJhul.ui(:n. hcltr\ .unuunl.S Ilr(- .11C\I to tltc dL,11111- PF1:10D TC) U ( )Juni I 1 uu (. xurarl, \\ hrre \:Iriablr rrtaina c Ur I nc it n). na\ :11)pk ARI.-II!l f.(. F \ I kU11 Cl NO AIH UUI-UMtN I UlUJ ,*,I II,I 110N ,I F 'I I )It I. 9 I. )I I I: \L I'), II. 1::\lEvit \ 11 1\, "I'I'( 11: )I \I< .I 111A.( I I Tu\ .)k T"Ol ) WARNING. Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecutior G703-1992 CAUTION You should use an original AIA document which has this caution printed in red Art original assures that changes will not be obscured as may occur when documents are reproduced — --- --- ---- -- --- - --- ---j DF.,)( hlPI'IOt )h u'UI\ti X.IIEtI LI[U \••11.1 I" \U(.)Kr, NI PLF'I I-1) U \FERIAL 1.L�ti\'I'I-1 sio ld.- L) FJ 0K til Tt )i \1 ( u\ I'Ll. I LD \VU i Uhh.f: "I'll U�11 (,i (I) L1 tSAL\•\Lt: I. hl\IJ (( ) 11.111 .l I I I F \ •\ 1,1 A 131 1: PhOn PRh\I(lt I( VI'ION -1 Ill PER]( I � I i I I I I i I I I 1 AIH UUI-UMtN I UlUJ ,*,I II,I 110N ,I F 'I I )It I. 9 I. )I I I: \L I'), II. 1::\lEvit \ 11 1\, "I'I'( 11: )I \I< .I 111A.( I I Tu\ .)k T"Ol ) WARNING. Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecutior G703-1992 CAUTION You should use an original AIA document which has this caution printed in red Art original assures that changes will not be obscured as may occur when documents are reproduced CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01290 PAYMENT PROCEDURES PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B Related Sections include the following. 1 Division 1 Section 'Contract Modification Procedures' for administrative procedures for handling changes to the Contract. 2 Division 1 Section 'Construction Progress Documentation for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 1.3 DEFINITIONS A. Schedule of Values A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1 4 SCHEDULE OF VALUES A. Coordination. Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1 Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a Application for Payment forms with Continuation Sheets. b Submittals Schedule. C. Contractor's Construction Schedule 2. Submit the Schedule of Values to the Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. B Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section 1 Identification Include the following Project identification on the Schedule of Values. a Project name and location PAYMENT PROCEDURES 01290 1 15 A. 2 3 4 5 CLALLAM COUNTY COURTHOUSE RE -ROOF b Name of Architect. C. County's project number d Contractor's name and address. e. Date of submittal. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed a. Related Specification Section or Division. b Description of the Work. C. Name of subcontractor d Name of manufacturer or fabricator e Name of supplier f Change Orders (numbers) that affect value g Dollar value. 1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training in the amount of 5 percent of the Contract Sum Round amounts to nearest whole dollar- total shall equal the Contract Sum Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored but not yet installed a Differentiate between items stored on-site and items stored off-site Include evidence of insurance or bonded warehousing if required 6 Provide separate line items in the Schedule of Values for initial cost of materials for each subsequent stage of completion, and for total installed value of that part of the Work. 7 Allowances. Provide a separate line item in the Schedule of Values for each allowance. Show line -item value of unit -cost allowances, as a product of the unit cost, multiplied by measured quantity Use information indicated in the Contract Documents to determine quantities. 8 Each item in the Schedule of Values and Applications for Payment shall be complete Include total cost and proportionate share of general overhead and profit for each item a Temporary facilities and other major cost items that are not direct cost of actual work -in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option 9 Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum APPLICATIONS FOR PAYMENT Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner PAYMENT PROCEDURES 01290 2 I� 7 LJ J C E. F G H CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Initial Application for Payment, Application for Payment at time of Substantial Completion and final Application for Payment involve additional requirements. Payment Application Times. The date for each progress payment is indicated in the Agreement between Owner and Contractor The period of construction Work, covered by each Application for Payment, is the period indicated in the Agreement. Payment Application Times: Progress payments shall be submitted to Architect, prior to the last day of each calendar month. The period covered by each Application for Payment is one month, ending on the last day of the month. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. Application Preparation. Complete every entry on form Notarize and execute by a person authorized to sign legal documents on behalf of Contractor Architect will return incomplete applications without action. 1 Entries shall match data on the Schedule of Values and Contractor's Construction Schedule Use updated schedules if revisions were made. 2 Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. Waivers of Mechanic's Lien With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub -subcontractors, and suppliers for construction period covered by the previous application 1 Submit partial waivers on each item for amount requested in previous application, before deduction for retainage, on each item 2 When an application shows completion of an item submit final or full waivers. 3 Owner reserves the right to designate which entities involved in the Work must submit waivers. 4 Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application that is lawfully entitled to a lien. 5 Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following 1 List of subcontractors. 2. Schedule of Values. 3 Contractor's Construction Schedule (preliminary if not final) 4 Products list. 5 Schedule of unit prices. 6 Submittals Schedule (preliminary if not final). 7 List of Contractor's staff assignments. PAYMENT PROCEDURES 01290 3 CLALLAM COUNTY COURTHOUSE RE -ROOF 8 Copies of building permits. 9 Initial progress report. ' 10 Report of pre -construction conference 11 Certificates of insurance and insurance policies. 12. Performance and payment bonds. ' 13. Data needed to acquire Owner's insurance. I. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of ' the Work claimed as substantially complete 1 Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. ' 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. J Final Payment Application Submit final Application for Payment with releases and supporting , documentation not previously submitted and accepted including, but not limited to the following 1 Evidence of completion of Project closeout requirements. ' 2. Insurance certificates for products and completed operations where required and proof that taxes, fees and similar obligations were paid ' 3. Updated final statement, accounting for final changes to the Contract Sum 4 AIA Document G706 'Contractor's Affidavit of Payment of Debts and Claims 5 AIA Document G706A, "Contractor's Affidavit of Release of Liens 6 AIA Document G707 'Consent of Surety to Final Payment. ' 7 Evidence that claims have been settled 8 Final, liquidated damages settlement statement. PART 2 PRODUCTS (Not Used) I PART 3 EXECUTION (Not Used) END OF SECTION 01290 PAYMENT PROCEDURES 01290 4 1 CONTRACTOR NAME CONTRACTOR ADDRESS ' REQUEST FOR INTERPRETATION ' PROJECT Clallam County Courthouse Re -Roof RFI NO CONTRACTOR. DATE. ' DOCUMENT REFERENCE DESCRIPTION REQUEST ' REPLY REQUIRED BY SIGNED - REPLY I SIGNED- DATE. CLALLAM COUNTY COURTHOUSE RE -ROOF ISECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes administrative provisions for coordinating construction operations on Project including but not limited to the following 1 Coordination Drawings. 2 Administrative and supervisory personnel 3 Project meetings. 4 Requests for Interpretation (RFIs). B Related Sections include the following 1 Division 1 Section 'Construction Progress Documentation for preparing and submitting Contractor's Construction Schedule 2 Division 1 Section 'Closeout Procedures for coordinating closeout of the Contract. ' 13 DEFINITIONS A. RFI Request from Contractor seeking interpretation or clarification of the Contract Documents. 14 COORDINATION A. Coordination. Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper ' installation connection, and operation. 1 Schedule construction operations in sequence required to obtain the best results where ' installation of one part of the Work depends on installation of other components, before or after its own installation. 2 Make adequate provisions to accommodate items scheduled for later installation 3 Where availability of space is limited coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. B Prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. ' PROJECT MANAGEMENT AND COORDINATION 01310 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' C Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include but are not limited to the following 1 Preparation of Contractor's Construction Schedule. ' 2 Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls 4 Delivery and processing of submittals. , 5 Progress meetings. 6 Pre -installation conferences. 7 Project closeout activities. 8 Startup and adjustment of systems. , 9 Project closeout activities D Conservation. Coordinate construction activities to ensure that operations are carried out with ' consideration given to conservation of energy water and materials. 1 Salvage materials and equipment involved in performance of but not actually incorporated into the Work. Refer to other Sections for disposition of salvaged materials ' that are designated as Owner's property 15 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if ' coordination is required for installation of products and materials fabricated by separate entities. 1 Content: Project -specific information, drawn accurately to scale Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed ' data Include the following information as applicable* a Indicate functional and spatial relationships of components of architectural ' structural, civil mechanical, and electrical systems. b Indicate required installation sequences. C. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum ' clearance requirements Provide alternate sketches to the Architect for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 2. Sheet Size. At least 8-1/2 by 11 inches but no larger than 22 by 34 inches. , 3 Number of Copies: Submit two opaque copies of each submittal. Architect will return one copy ; a Submit five copies where Coordination Drawings are required for operation and maintenance manuals. Architect will retain one copy- remainder will be returned Mark up and retain one returned copy as a Project Record Drawing ; 4 Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. B Key Personnel Names. Within 15 days of starting construction operations, submit a list of key , personnel assignments, including superintendent and other personnel in attendance at Project PROJECT MANAGEMENT AND COORDINATION 01310 2 , 16 17 A. A. CLALLAM COUNtY COURTHOUSE RE -ROOF site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. Post copies of list in Project meeting room in temporary field office and by each temporary telephone Keep list current at all times. ADMINISTRATIVE AND SUPERVISORY PERSONNEL General In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. Include special personnel required for coordination of operations with other contractors. PROJECT MEETINGS General Schedule and conduct meetings and conferences at Project site, unless otherwise indicated 1 Attendees. Inform participants and others involved and individuals whose presence is required of date and time of each meeting Notify Owner and Architect of scheduled meeting dates and times. 2 Agenda. Prepare the meeting agenda Distribute the agenda to all invited attendees. 3 Minutes. Record significant discussions and agreements achieved Distribute the meeting minutes to everyone concerned including Owner and Architect, within three days of the meeting B Pre -construction Conference Schedule a pre -construction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location Conduct the meeting to review responsibilities and personnel assignments. 1 Attendees: Authorized representatives of Owner Architect, and their consultants Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2 Agenda Discuss items of significance that could affect progress, including the following a Tentative construction schedule b Phasing C. Critical work sequencing and long -lead items. d Designation of key personnel and their duties. e. Procedures for processing field decisions and Change Orders. f Procedures for RFIs g Procedures for testing and inspecting. h Procedures for processing Applications for Payment. i. Distribution of the Contract Documents. j. Submittal procedures. k. Preparation of Record Documents. I Use of the premises. m Work restrictions n Owner's occupancy requirements. PROJECT MANAGEMENT AND COORDINATION 01310 3 C CLALLAM COUNTY COURTHOUSE RE -ROOF ' o Responsibility for temporary facilities and controls. p Construction waste management and recycling. ' q Parking availability r Office, work, and storage areas. S. Equipment deliveries and priorities. ' t. First aid U. Security v Progress cleaning. w Working hours. ' 3 Minutes: Record and distribute meeting minutes. Pre -installation Conferences: Conduct a pre -installation conference at Project site before each ' construction activity that requires coordination with other construction. 1 Attendees: Installer and representatives of manufacturers and fabricators involved in or ' affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow shall attend the meeting Advise Architect of scheduled meeting dates. 2 Agenda. Review progress of other construction activities and preparations for the ' particular activity under consideration, including requirements for the following: a The Contract Documents. b Options. C. Related RFIs. d Related Change Orders. e. Purchases. , f Deliveries. g. Submittals. h. Possible conflicts. i. Compatibility problems. ' j. Time schedules. k. Weather limitations. I. Manufacturer's written recommendations. m Warranty requirements. ' n. Compatibility of materials. o. Acceptability of substrates. p Temporary facilities and controls. , q Space and access limitations. r Regulations of authorities having jurisdiction. S. Testing and inspecting requirements. t. Installation procedures. ' u Coordination with other work. v Required performance results. w Protection of adjacent work. X. Protection of construction and personnel. 3 Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. ' 4 Reporting Distribute minutes of the meeting to each party present and to parties who should have been present. 5 Do not proceed with installation if the conference cannot be successfully concluded Initiate whatever actions are necessary to resolve impediments to performance of the ' Work and reconvene the conference at earliest feasible date. PROJECT MANAGEMENT AND COORDINATION 01310 4 ICLALLAM COUNTY COURTHOUSE RE -ROOF ' D Progress Meetings. Conduct progress meetings at bi-weekly intervals. Coordinate dates of meetings with preparation of payment requests. 1 Attendees In addition to representatives of Owner each contractor subcontractor ' supplier and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude ' matters relating to the Work. 2 Agenda Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. Contractor's Construction Schedule. Review progress since the last meeting Determine whether each activity is on time ahead of schedule, or behind schedule in relation to Contractor's Construction Schedule Determine how construction behind schedule will be expedited secure commitments from parties involved to do so Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period Review present and future needs of each entity present, including the following 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning 12) Quality and work standards. 13) Status of correction of deficient items. 14) Field observations 15) RFIs. 16) Status of proposal requests. 17) Pending changes. 18) Status of Change Orders. 19) Pending claims and disputes. 20) Documentation of information for payment requests. 3 Minutes- Record the meeting minutes. 4 Reporting Distribute minutes of the meeting to each party present and to parties who should have been present. Schedule Updating Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized Issue revised schedule concurrently with the report of each meeting IPROJECT MANAGEMENT AND COORDINATION 01310 5 1.8 CLALLAM COUNTY COURTHOUSE RE -ROOF REQUESTS FOR INTERPRETATION (RFIs) A. Procedure. Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1 RFIs shall originate with Contractor RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B Content of the RFI Include a detailed legible description of item needing interpretation and the following 1 Project name. 2 Date. 3 Name of Contractor 4 Name of Architect. 5 RFI number numbered sequentially 6 Specification Section number and title and related paragraphs, as appropriate. 7 Drawing number and detail references, as appropriate. 8 Field dimensions and conditions, as appropriate. 9 Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum Contractor shall state impact in the RFI 10 Contractor's signature. 11 Attachments: Include drawings, descriptions measurements, photos Product Data Shop Drawings, and other information necessary to fully describe items needing interpretation. a Supplementary drawings prepared by Contractor shall include dimensions, thickness, structural grid references and details of affected materials, assemblies and attachments. C Hard -Copy RFIs: Hard -Copy RFIs are not allowed D Software -Generated RFIs: Sample Form at End of this Section. 1 Identify each page of attachments with the RFI number and sequential page number 2 Attachments shall be electronic files in Adobe Acrobat PDF format. 3 All RFIs are to be submitted electronically via email E Architect's Action. Architect will review each RFI determine action required and return it. Allow seven working days for Architect's response for each RFI RFIs received after 1.00 p.m will be considered as received the following working day The following RFIs will be returned without action. a. Requests for approval of submittals. b Requests for approval of substitutions. C. Requests for coordination information already indicated in Documents. d Requests for adjustments in the Contract Time or the Contract Sum e Requests for interpretation of Architect's actions on submittals f Incomplete RFIs or RFIs with numerous errors. the Contract PROJECT MANAGEMENT AND COORDINATION 01310 6 CLALLAM COUNTY COURTHOUSE RE -ROOF 2 Architect's action may include a request for additional information in which case Architect's time for response will start again 3 Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section 'Contract Modification Procedures. a If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum notify Architect in writing within 10 days of receipt of the RFI response F On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response G RFI Log Prepare maintain, and submit a tabular log of RFIs organized by the RFI number Submit log weekly Software log with not less than the following 1 Project name 2 Name and address of Contractor 3 Name and address of Architect. 4 RFI number including RFIs that were dropped and not submitted 5 RFI description. 6 Date the RFI was submitted 7 Date Architect's response was received 8 Identification of related Minor Change in the Work, Construction Change Directive and Proposal Request, as appropriate 9 Identification of related Field Order Work Change Directive and Proposal Request, as appropriate. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 01310 7 ELECTRONIC MEDIA RELEASE This release for electronic media is dated the Contractor and Beaman Architecture Ltd between the It is understood that the Contractor has requested to have Beaman Architecture, Ltd supply to the Contractor electronic media containing information on the Clallam County Courthouse Re - Roof (hereinafter referred to as the Project), for use by the Contractor or others as the Contractor deems appropriate Therefore the Contractor and Beaman Architecture Ltd agree as follows. The electronic files provided to the Contractor by Beaman Architecture Ltd for the Project may be used by the Contractor for the processing of submittals for the Project. If the Contractor chooses to use or alter in any way in whole or in part, the electronic files provided for the Project, the Contractor agrees that such use shall be without liability or legal exposure to Beaman Architecture, Ltd Because information and data provided electronically may be altered whether inadvertently or otherwise the electronic files are provided solely as a convenience to the Contractor by Beaman Architecture Ltd and shall NOT be considered 'Drawings of Record' or as 'Construction Documents. All documents considered 'Drawings of Record" or 'Construction Documents shall be HARDCOPY and shall be accompanied by a professional's stamp and signature The HARDCOPY shall be referred to and shall govern in the event of any inconsistency between the HARDCOPY and the information provided electronically All identification (such as logo surveyor's seal etc.) reflecting the involvement of Beaman Architecture Ltd in their preparation shall be removed from the electronic -data The Contractor is advised to check all electronic media for computer viruses before loading the files. The Contractor is fully responsible for intercepting and disabling viruses, if any that may be inadvertently transmitted with the electronic files and hereby agrees, to indemnify and hold Beaman Architecture Ltd harmless, from and against all claims, of any type or nature asserted by the Contractor or any party as a result of viruses inadvertently transmitted with the electronic files. Files distributed electronically are subject to data erosion, erasure, alteration, and/or systems and software become obsolete in time. By accepting these electronic files, the Contractor acknowledges these risks and agrees to waive all claims against Beaman Architecture Ltd should erosion erasure and or alteration of these electronic files occurs. Signed Signed Beaman Architecture Ltd Title. Date- ' Job No IELECTRONIC MEDIA RELEASE Company - Title. Date 01315 (FORM) I CLALLAM COUNTY COURTHOUSE RE -ROOF I SECTION 01315 — ELECTRONIC MEDIA PROVISIONS ' PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Condi- tions and other Division 1 Specification Sections, apply to this Section ' 1.2 SUMMARY A. This Section includes administrative provisions for electronic media on the Project including but not limited to the following• 1 Use of electronic communications. ' 2 Electronic media ' 1.3 USE OF ELECTRONIC COMMUNICATIONS A. Provide for electronic communications with the Architect utilizing computer hardware and soft- ware as approved by the Architect, including the following 1 Word Processing Microsoft Word (Latest Version) (MS Word). 2. Spread Sheets: Microsoft Excel (MS Excel). 3 E -Mail Any standard service provider offering transmittal of E -Mail messages and MS ' Word MS Excel, txt, .bmp of .pic, and similar files as attachments. 4 Computer Aided Design (CAD): If used by the Contractor the software must, in some conventionally manageable way be compatible with AutoCad V2002. ' B Unless otherwise provided for communications between the Contractor and the Architect should utilize electronic communications for the following- ' 1 Request for Interpretation (RFI) 2 Modification Proposal Request. 3 Submittals. ' 4 Other as directed 1 4 ELECTRONIC MEDIA tA. Standard forms: Standard forms required by the Contract Documents will be provided in elec tronic media to the Contractor ' B Construction Documents (Specifications and Drawings) 1 All requests for copies of the Construction Documents will be made through the Contrac ' tor- requests by subcontractors or vendors will not be acknowledged The Contractor will be responsible for the distribution of electronic media to the Contractor's subcontractors and suppliers. ELECTRONIC MEDIA PROVISIONS 01315 1 CLALLAM COUNTY COURTHOUSE RE -ROOF 2. Copies of the Construction Documents will be made available to the Contractor subject to the following. a. Release. The Contractor will sign and return to the Architect, the Electronic Media Release Form included as part of this Section, and will reimburse the Architect the designated fee before any electronic media is released b Documents are AutoCad Version 2002 and will not be modified by the Architect for Contractor's use. PART 2 PRODUCTS 2 1 RECORD DRAWINGS A. Electronic record drawings for all disciplines, except where specifically required in specifications (i.e. Control Systems, Fire Protection Systems, etc.) are to be completed by Contractor from Contractor's redline as -built drawings. Contractor is required to complete both as -built, and re- cord drawings as defined in Section 01770 'Closeout Procedures' PART 3 EXECUTION (Not Used) END OF SECTION 01315 ELECTRONIC MEDIA PROVISIONS 01315 2 I CLALLAM COUNTY COURTHOUSE RE ROOF I SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION I PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section ' 12 A l� C SUMMARY This Section includes administrative and procedural requirements for documenting the. progress of construction during performance of the Work, including the following 1 Preliminary Construction Schedule 2 Contractor's Construction Schedule 3 Submittals Schedule 4 Construction reports 5 Field condition reports 6 Special reports Related Sections include the following 1 Division 1 Section 'Payment Procedures for submitting the Schedule of Values 2 Division 1 Section Project Management and Coordination for submitting and distributing meeting and conference minutes 3 Division 1 Section 'Submittal Procedures for submitting schedules and reports 4 Division 1 Section 'Quality Requirements for submitting a schedule of tests and inspections DEFINITIONS Activity A discrete part of a project that can be identified for planning scheduling monitoring and controlling the construction project. Activities included in a construction schedule consume time and resources 1 Critical activities are activities on the critical path They must start and finish on the planned early start and finish times 2 Predecessor Activity, An activity that precedes another activity in the network 3 Successor Activity An activity that follows another activity in the network r Cost Loading The allocation of the Schedule of Values for the completion of an activity as scheduled The sum of costs for all activities must equal the total Contract Sum unless otherwise approved by Architect. CPM Critical path method which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships Network calculations determine when activities can be performed and the critical path of Project. iCONSTRUCTION PROGRESS DOCUMENTATION 01320 1 CLALLAM COUNTY COURTHOUSE RE -ROOF , D Critical Path. The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. , E. Event: The starting or ending point of an activity F Float: The measure of leeway in starting and completing an activity ' 1 Float time belongs to Owner 2 Free float is the amount of time an activity can be delayed without adversely affecting the ' early start of the successor activity 3 Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date G Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for ' greater detail. H Major Area A story of construction a separate building or a similar significant construction ' element. I Milestone A key or critical point in time for reference or measurement. ' J Network Diagram A graphic diagram of a network schedule, showing activities and activity relationships. ' K. Resource Loading. The allocation of manpower and equipment necessary for the completion of an activity as scheduled. 14 SUBMITTALS ' A. Qualification Data For scheduling consultant. ' B. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a tabular format: 1 Scheduled date for first submittal ' 2 Specification Section number and title. 3 Submittal category (action or informational). , 4 Name of subcontractor 5 Description of the Work covered. 6 Scheduled date for Architect's final release or approval C Preliminary Construction Schedule: Submit two opaque copies. ' 1 Approval of cost -loaded preliminary construction schedule will not constitute approval of ; Schedule of Values for cost -loaded activities. D Contractor's Construction Schedule Submit two opaque copies of initial schedule, large enough to show entire schedule for entire construction period ' 1 Submit an electronic copy of schedule, using software indicated on CD -R, and labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated) and date on label ' E. Construction Reports: Submit two copies at weekly intervals. CONSTRUCTION PROGRESS DOCUMENTATION 01320-2 ' CLALLAM COUNTY COURTHOUSE RE -ROOF F Field Condition Reports Submit two copies at time of discovery of differing conditions. G Special Reports Submit two copies at time of unusual event. 1 5 QUALITY ASSURANCE A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting with capability of producing CPM reports and diagrams within 24 hours of Architect's request. 16 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors B Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1 Secure time commitments for performing critical elements of the Work from parties involved 2 Coordinate each construction activity in the network with other activities and schedule them in proper sequence PART 2 PRODUCTS 2 1 SUBMITTALS SCHEDULE A. Preparation Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule Include time required for review re -submittal ordering manufacturing fabrication, and delivery. when establishing dates. 1 Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule 2 Initial Submittal. Submit concurrently with preliminary bar -chart schedule Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead-time for manufacture or fabrication. a At Contractor's option show submittals on the Preliminary Construction Schedule instead of tabulating them separately 3 Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE GENERAL A. Procedures Comply with procedures contained in the AGC 'Construction Planning & Scheduling CONSTRUCTION PROGRESS DOCUMENTATION 01320 3 B C (7 CLALLAM COUNTY COURTHOUSE RE -ROOF Time Frame Extend schedule from date established for the Notice to Proceed to date of Final Completion Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following 1 Activity Duration. Define activities so no activity is longer than 20 days unless specifically allowed by Architect. 2 Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include but are not limited to submittals, approvals, purchasing, fabrication, and delivery 3 Submittal Review Time: Include review and re -submittal times indicated in Division 1 Section 'Submittal Procedures' in schedule Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule 4 Startup and Testing Time. Include not less than 21 days for startup and testing 5 Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how the sequence of the Work is affected 1Phasing: Arrange list of activities on schedule by phase. 2 Work under More Than One Contract: Include a separate activity for each contract. 3 Work by Owner- Include a separate activity for each portion of the Work performed by Owner 4 Products Ordered in Advance- Include a separate activity for each product. Include delivery date indicated in Division 1 Section 'Summary Delivery dates indicated stipulate the earliest possible delivery date. 5 Owner -Furnished Products: Include a separate activity for each product. Include delivery date indicated in Division 1 Section 'Summary Delivery dates indicated stipulate the earliest possible delivery date 6 Work Restrictions: Show the effect of the following items on the schedule a Coordination with -existing construction. b Limitations of continued occupancies. C. Uninterruptible services. d Partial occupancy before Substantial Completion. e. Use of premises restrictions. f Provisions for future construction g Seasonal variations. h. Environmental control. 7 Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following - a Subcontract awards. b Submittals. C. Purchases. d Mockups. e Fabrication. f Sample testing CONSTRUCTION PROGRESS DOCUMENTATION 01320 4 CLALLAM COUNTY COURTHOUSE RE -ROOF g Deliveries. h Installation i Tests and inspections. j Adjusting. .' k. Curing. I Startup and placement into final use and operation ' 8 Area Separations Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following: ' a Structural completion b Permanent space enclosure C. Completion of mechanical installation. d Completion of electrical installation. ' e Substantial Completion. E. Milestones. Include milestones indicated in the Contract Documents in schedule including but ' not limited to the Notice to Proceed Substantial Completion, and Final Completion. F Contract Modifications. For each proposed contract modification and concurrent with its submission, prepare a time -impact analysis using fragnets to demonstrate the effect of the ' proposed change on the overall project schedule G Computer Software. Prepare schedules using a program that has been developed specifically ' to manage construction schedules 1 Microsoft Project. 2.3 PRELIMINARY CONSTRUCTION SCHEDULE A. Bar -Chart Schedule. Submit preliminary horizontal bar -chart -type construction schedule within ' seven days of date established for the Notice to Proceed B. Preparation. Indicate each significant construction activity separately Identify first workday of ' each week with a continuous vertical line. Outline significant construction activities for first 60 days of construction Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities. ' 2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE) A. CPM Schedule Prepare Contractor's Construction Schedule using a computerized time - scaled CPM network analysis diagram for the Work. 1 Establish procedures for monitoring and updating CPM schedule and for reporting ' progress. Coordinate procedures with progress meeting and payment request dates. 2 Use one workday' as the unit of time. Include list of nonworking days and holidays incorporated into the schedule B CPM Schedule Preparation. Prepare a list of all activities required to complete the Work. Using the preliminary network diagram prepare a skeleton network to identify probable critical paths ' CONSTRUCTION PROGRESS DOCUMENTATION 01320 5 5 r C 2.5 A. CLALLAM COUNTY COURTHOUSE RE -ROOF Activities. Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities: a Preparation and processing of submittals. b Mobilization and demobilization. C. Purchase of materials. d Delivery e. Fabrication. f Utility interruptions. g Installation. h Testing 2 Critical Path Activities. Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates. 3 Processing: Process data to produce output data on a computer -drawn, time -scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time 4 Format: Mark the critical path. Locate the critical path near center of network, locate paths with most float near the edges. Schedule Updating- Concurrent with making revisions to schedule, prepare tabulated reports showing the following. 1 Identification of activities that have changed 2 Changes in early and late start dates. 3 Changes in early and late finish dates. 4 Changes in activity durations in workdays. 5 Changes in the critical path 6 Changes in total float or slack time. 7 Changes in the Contract Time. REPORTS Construction Reports: Prepare a weekly construction report recording the following information concerning events at Project site. 1 List of subcontractors at Project site. 2. List of separate contractors at Project site 3 Approximate count of personnel at Project site. 4 Equipment at Project site. 5 Material deliveries. 6 High and low temperatures and general weather conditions. 7 Accidents. 8 Meetings and significant decisions. 9 Unusual events (refer to special reports). 10. Stoppages, delays, shortages, and losses. 11 Emergency procedures. 12. Orders and requests of authorities having jurisdiction. 13 Change Orders received and implemented 14 Construction Change Directives received and implemented. 15 Services connected and disconnected 16 Equipment or system tests and startups. 17 Partial Completions and occupancies. CONSTRUCTION PROGRESS DOCUMENTATION 01320 6 i 1 2.6 CLALLAM COUNTY COURTHOUSE RE -ROOF 18 Substantial Completions authorized B Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. SPECIAL REPORTS A. General: Submit special reports directly to Owner within one day of an occurrence Distribute copies of report to parties affected by the occurrence B Reporting Unusual Events. When an event of an unusual and significant nature occurs at Project site whether or not related directly to the Work, prepare and submit a special report. List chain of events persons participating responses by Contractor's personnel evaluation of results or effects, and similar pertinent information Advise Owner in advance when these events are known or predictable IPART 3 EXECUTION ' 31 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Scheduling Consultant: Engage a consultant to provide planning evaluation and reporting ' using CPM scheduling 1 In -House Option. Owner may waive the requirement to retain a consultant if Contractor ' employs skilled personnel with experience in CPM scheduling and reporting techniques. Submit qualifications. 2 Meetings: Scheduling consultant shall attend all meetings related to Project progress alleged delays, and time impact. B Contractor's Construction Schedule Updating: At monthly intervals update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1 Revise schedule immediately after each meeting or other activity where revisions have been recognized or made Issue updated schedule concurrently with the report of each ' such meeting. 2. Include a report with updated schedule that indicates every change, including but not limited to changes in logic, durations, actual starts and finishes, and activity durations 3 As the Work progresses, indicate Actual Completion percentage for each activity ' C Distribution. Distribute copies of approved schedule to Architect, Owner separate contractors testing and inspecting agencies, and other parties identified by Contractor with a need -to -know ' schedule responsibility 1 Post copies in Project meeting rooms and temporary field offices. 2 When revisions are made, distribute updated schedules to the same parties and post in ' the same locations Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities ICONSTRUCTION PROGRESS DOCUMENTATION 01320 7 CLALLAM COUNTY COURTHOUSE RE -ROOF I END OF SECTION 01320 1 f CONSTRUCTION PROGRESS DOCUMENTATION 01320 8 lle.:AIA Contract Administration G810 Transmittal Letter (Instructions on the reverse side) PROJECT (Name and address)' TO (Name and address): FROM (Name and address) - WE TRANSMIT IJ Attached O Under separate cover VIA. J Overnight delivery J Mad FOR U Approval /Action J Information J Comment O Distribution THE FOLLOWING J Drawings J Specifications O E-mail J Courier Fax J Use as requested J Other ❑ Digital files D Submittals J Other J Other REMARKS: 8Y' COPIES TO' AIA Document G810 Transmittal Letter U; 2001 The American Institute of Architects Washington. DC www.aia.org WARNING: Reproduction, unlicensed photocopying or substantial quotation of the material herein without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. To report copyright solations of AIA Contract Doc:nlments, e-mail The American Institute of Architects' legal counsel. copyright d, aia, org. ��s Contract Administration '1�'?: A I A G805 List of Subcontractors llnstructions on the reverse side) PROJECT (Name and addr,ss): TO (Architect): ARCHITECT'S PROJECT NUMBER: FROM (Contractor): CONTRACTOR'S PROJECT NUMBER. (List Subcontractors and others proposed to be employed on the above Protect as required by the bidding documents) Work/Firm Name Address/Phone Page _-of Date: Superintendent AIA Document G805 List of Subcontractors (0 2001 The American Institute of Architects Washington, DC wwwaie.org WARNING: Reproduction, unlicensad photocopying or substantial quotation of the material herein without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution To report copyright violations or AIA Contract Documents, e-mail The American Institute of Architects legal counsel, cnp yrighi ,,�aia. orq. CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01330 SUBMITTAL PROCEDURES PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B Related Sections include the following: 1 Division 1 Section 'Payment Procedures' for submitting Applications for Payment and the Schedule of Values. 2 Division 1 Section "Project Management and Coordination for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings. 3 Division 1 Section 'Construction Progress Documentation for submitting schedules and reports including Contractor's Construction Schedule and the Submittals Schedule 4 Division 1 Section 'Quality Requirements for submitting test and inspection reports and for mockup requirements. 5 Division 1 Section 'Closeout Procedures for submitting warranties, Project Record Documents and maintenance manuals. 6 Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. 13 DEFINITIONS A. Action Submittals. Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's responsive action Submittals may be rejected for not complying with requirements. 1 4 SUBMITTAL PROCEDURES A. General. Electronic copies of CAD Drawings of the Contract Drawings will be provided by the Architect for Contractor's use in preparing submittals. Contractor is to reimburse Architect for all costs associated with handling processing, delivery etc. of Contractor's request. I B Coordination. Coordinate preparation and processing of submittals with performance of construction activities 1 Coordinate each submittal with fabrication, purchasing testing delivery other submittals, and related activities that require sequential activity 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination SUBMITTAL PROCEDURES 01330 1 CLALLAM COUNTY COURTHOUSE RE -ROOF , C Submittals Schedule. Comply with requirements in Division 1 Section 'Construction Progress Documentation' for list of submittals and time requirements for scheduled performance of ' related construction activities. D Processing Time Allow enough time for submittal review including time for re -submittals, as ' follows. Time for review shall commence on Architect's receipt of submittal 1 Initial Review* Allow 5 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect ' will advise Contractor when a submittal being processed must be delayed for coordination. 2 Concurrent Review- Where concurrent review of submittals by Architect's consultants Owner or other parties is required allow 15 days for initial review of each submittal , 3 Direct Transmittal to Consultant: Where the Contract Documents indicate that submittals may be transmitted directly to Architect's consultants provide duplicate copy of transmittal to Architect. Submittal will be returned to Architect before being returned to Contractor , 4 Concurrent Consultant Review- Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor , 5 If intermediate submittal is necessary process it in the same manner as initial submittal. 6 Allow 15 days for processing each re -submittal. 7 No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. ' E. Identification: Place a permanent label or title block on each submittal for identification 1 Indicate name of firm or entity that prepared each submittal on label or title block. ' 2 Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3 Include the following information on label for processing and recording action taken. , a Project name. b Date. C. Name and address of Architect. , d Name and address of Contractor e. Name and address of subcontractor f Name and address of supplier , g Name of manufacturer h. Unique identifier including revision number i Number and title of appropriate Specification Section. ' j Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed as appropriate. I Other necessary identification F Deviations. Highlight, encircle, or otherwise specifically identify deviations from the Contract ' Documents on submittals. G Transmittal: Package each submittal individually and appropriately for transmittal and handling. , Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor 1 Transmittal Form. Use facsimile of sample form at end of Section. ' 2 Include the following information. SUBMITTAL PROCEDURES 01330 2 ' ICLALLAM COUNTY COURTHOUSE RE -ROOF ' a Project name b Date. C. Destination (To ) d Source (From ). ' e Names of subcontractor manufacturer and supplier f Category and type of submittal g Submittal purpose and description ' h Specification Section number and title. i Drawing number and detail references, as appropriate. j Submittal and transmittal distribution record k. Remarks. ' I Signature of transmitter H Distribution Furnish copies of final submittals to manufacturers subcontractors, suppliers fabricators installers, authorities having jurisdiction and others as necessary for performance of ' construction activities. Show distribution on transmittal forms. I Use for Construction Use only final submittals with mark indicating action taken by Architect ' in connection with construction. 1 5 CONTRACTOR'S USE OF ARCHITECT'S CAD FILES ' A. General At Contractor's written request, copies of Architect's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the conditions listed in Section 01315 and 1 4.A. PART 2 PRODUCTS ' 2 1 ACTION SUBMITTALS ' A. General Prepare and submit Action Submittals required by individual Specification Sections 1 Number of Copies. Submit three copies of each submittal unless otherwise indicated ' Architect will return two copies. Mark up and retain one returned copy as a Project Record Document. 2 Number of Copies: Submit copies of each submittal as follows unless otherwise indicated ' a Initial Submittal. Submit a preliminary single copy of each submittal where selection of options color pattern, texture or similar characteristics is required Architect will return submittal with options selected b Final Submittal Submit three copies, unless copies are required for operation and maintenance manuals. Submit five copies where copies are required for operation and maintenance manuals Architect will retain one copy remainder will be ' returned. Mark up and retain one returned copy as a Project Record Document. B Product Data. Collect information into a single submittal for each element of construction and type of product or equipment. 1 If information must be specially prepared for submittal because standard, printed data are not suitable for use, submit as Shop Drawings, not as Product Data 2 Mark each copy of each submittal to show which products and options are applicable ' SUBMITTAL PROCEDURES 01330 3 C G E. CLALLAM COUNTY COURTHOUSE RE -ROOF ' 3 Include the following information, as applicable a. Manufacturer's written recommendations. ' b Manufacturer's product specifications. C. Manufacturer's installation instructions. ' d Standard color charts. e Manufacturer's catalog cuts. f Wiring diagrams showing factory -installed wiring. g Printed performance curves. ' h. Operational range diagrams. i. Mill reports. j. Standard product operation and maintenance manuals. k. Compliance with recognized trade association standards , I Compliance with recognized testing agency standards. m Application of testing agency labels and seals. n. Notation of coordination requirements. , Shop Drawings: Prepare Project -specific information drawn accurately to scale Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data 1 Preparation. Include the following information, as applicable. , a Dimensions. b Identification of products. ' C. Fabrication and installation drawings. d Roughing -in and setting diagrams. e Wiring diagrams showing field -installed wiring, including power signal, and control ' wiring f Shop -work manufacturing instructions. g. Templates and patterns. h. Schedules. ' i Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. I. Notation of dimensions established by field measurement. ' m Relationship to adjoining construction clearly indicated n Seal and signature of professional engineer if specified o Wiring Diagrams: Differentiate between manufacturer -installed and field -installed , wiring. 2 Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches. ' 3. Number of Copies! Submit copies of each submittal, as follows. a Initial Submittal. Submit two blue- or black -line prints. Architect will return one print. b Final Submittal: Submit three black -line prints, unless prints are required for operation and maintenance manuals. Submit five prints where prints are required x for operation and maintenance manuals. Architect will retain one print; remainder ; will be returned. Mark up and retain one returned print as a Project Record Drawing Coordination Drawings. Comply with requirements in Division 1 Section 'Project Management ; and Coordination. Samples: Prepare physical units of materials or products, including the following: SUBMITTAL PROCEDURES 01330 4 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Comply with requirements in Division 1 Section 'Quality Requirements' for mockups. 2 Samples for Initial Selection. Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. 3 Samples for Verification. Submit full-size units or Samples of size indicated prepared from the same material to be used for the Work, cured and finished in manner specified and physically identical with the product proposed for use and that show full range of color and texture variations expected Samples include, but are not limited to the following- partial sections of manufactured or fabricated components; small cuts or containers of materials, complete units of repetitively used materials; swatches showing color texture, and pattern- color range sets; and components used for independent testing and inspection. 4 Preparation Mount, display or package Samples in manner specified to facilitate review of qualities indicated Prepare Samples to match Architect's sample where so indicated Attach label on unexposed side that includes the following a Generic description of Sample. b Product name or name of manufacturer C. Sample source 5 Additional Information On an attached separate sheet, prepared on Contractor's letterhead provide the following a. Size limitations. b Compliance with recognized standards. C. Availability d Delivery time. 6 Submit Samples for review of kind color pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed a If variation in color pattern texture, or other characteristic is inherent in the product represented by a Sample submit at least three sets of paired units that show approximate limits of the variations. b Refer to individual Specification Sections for requirements for Samples that illustrate workmanship fabrication techniques, details of assembly connections, operation, and similar construction characteristics. 7 Number of Samples for Initial Selection: Submit one full set of available choices where color pattern texture, or similar characteristics, are required to be selected from manufacturer's product line Architect will return submittal with options selected 8 Number of Samples for Verification Submit three sets of Samples. Architect will retain one Sample set; remainder will be returned Mark up and retain one returned Sample set as a Project Record Sample. a Submit a single Sample where assembly details, workmanship fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated 9 Disposition Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity Sample sets may be used to determine final acceptance of construction associated with each set. a Samples not incorporated into the Work, or otherwise designated as Owner's property are the property of Contractor ISUBMITTAL PROCEDURES 01330 5 CLALLAM COUNTY COURTHOUSE RE -ROOF , F Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form. , 1 Type of product. Include unique identifier for each product. 2. Number and name of room or space. ' 3 Location within room or space. G Contractor's Construction Schedule. Comply with requirements specified in Division 1 Section 'Construction Progress Documentation for Construction Manager's action ' H Submittals Schedule Comply with requirements specified in Division 1 Section 'Construction Progress Documentation. , I Application for Payment: Comply with requirements specified in Division 1 Section 'Payment Procedures. J Schedule of Values. Comply with requirements specified in Division 1 Section 'Payment ' Procedures. K. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each ' portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use form at end of Section 1 Number of Copies. Submit three copies of subcontractor list, unless otherwise indicated ' Architect will return two copies. a Mark up and retain one returned copy as a Project Record Document. , 2.2 INFORMATIONAL SUBMITTALS A. General Prepare and submit Informational Submittals required by other Specification Sections. ' 1 Number of Copies: Submit two copies of each submittal unless otherwise indicated ' Architect will not return copies. 2 Certificates and Certifications: Provide a notarized statement that includes signature of Contractor testing agency or design professional responsible for preparing certification Certificates and certifications shall be signed by an officer or other individual authorized ' to sign documents on behalf of the company 3 Test and Inspection Reports: Comply with requirements specified in Division 1 Section 'Quality Requirements. B Contractor's Construction Schedule Comply with requirements specified in Division 1 Section , 'Construction Progress Documentation C Qualification Data. Prepare written information that demonstrates capabilities and experience of ' firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified D Welding Certificates: Prepare written certification that welding procedures and personnel , comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified ' SUBMITTAL PROCEDURES 01330 6 ' N ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' E Installer Certificates. Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and where required is authorized for this specific Project. F Manufacturer Certificates Prepare written statements on manufacturer's letterhead certifying ' that manufacturer complies with requirements. Include evidence of manufacturing experience where required G Product Certificates. Prepare written statements on manufacturer's letterhead certifying that ' product complies with requirements. H Material Certificates Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. I Material Test Reports- Prepare reports written by a qualified testing agency on testing agency's standard form indicating and interpreting test results of material for compliance with ' requirements. J Product Test Reports: Prepare written reports indicating current product .produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by ' manufacturer and witnessed by a qualified testing agency or on comprehensive tests performed by a qualified testing agency K. Maintenance Data Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section. ' L. Manufacturer's Instructions. Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer Include the following as applicable 1 Preparation of substrates. 2. Required substrate tolerances ' 3 Sequence of installation or erection. 4 Required installation tolerances. 5 Required adjustments. 6 Recommendations for cleaning and protection. M. Manufacturer's Field Reports: Prepare written information documenting factory -authorized service representative's tests and inspections. Include the following as applicable: ' 1 Name, address, and telephone number of factory -authorized service representative making report. 2 Statement on condition of substrates and their acceptability for installation of product. ' 3 Statement that products at Project site comply with requirements. 4 Summary of installation procedures being followed whether they comply with requirements and if not, what corrective action was taken. 5 Results of operational and other tests and a statement of whether observed performance complies with requirements. 6 Statement whether conditions products, and installation will affect warranty 7 Other required items indicated in individual Specification Sections. ' N Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond limits of coverage amounts of deductibles, if any and term of the coverage SUBMITTAL PROCEDURES 01330 7 CLALLAM COUNTY COURTHOUSE RE -ROOF ' O Material Safety Data Sheets (MSDS's): Submit information directly to Owner If submitted to Architect, Architect will not review this information and will return it with no action taken ' PART 3 EXECUTION , 31 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note , corrections and field dimensions. Mark with approval stamp before submitting to Architect. B Approval Stamp Stamp each submittal with a uniform approval stamp Include Project name ' and location submittal number Specification Section title and number name of reviewer date of Contractor's approval and statement certifying that submittal has been reviewed checked and approved for compliance with the Contract Documents. , 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and ' will return them without action. B Action Submittals: Architect will review each submittal, make marks to indicate corrections or ' modifications required and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: ❑ NO EXCEPTIONS NOTED ' ❑ IMPLEMENT EXCEPTIONS NOTED ❑ REVISE AND RESUBMIT ' ❑ REJECTED This conditional review is limited in scope and not detailed and is only for conformance with design concept and general compliance with the information given in the Contract Documents. The Contractor is responsible for confirming quantities, verifying dimensions, selecting fabrication procedures, construction techniques, coordinating and safely performing the Work. ' The Architect has not reviewed and is not responsible for substitutions to or deviations from the Contract Documents not clearly noted by the Contractor and specifically accepted by the ' Architect in writing or by the Architect's issuance of. a Field Order By- Date: BEAMAN ARCHITECTURE, LTD , C Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party D Partial submittals are not acceptable will be considered non-responsive, and will be returned ' without review SUBMITTAL PROCEDURES 01330 8 ' :6, 1 CLALLAM COUNTY COURTHOUSE RE -ROOF E Submittals not required by the Contract Documents may not be reviewed and may be discarded END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 9 P CLALLAM COUNTY COURTHOUSE RE -ROOF ISECTION 01400 QUALITY REQUIREMENTS ' PART GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. ' 1.2 SUMMARY ' A. This Section includes administrative and procedural requirements for quality assurance and quality control. ' B Testing and inspecting services are required to verify compliance with requirements specified or indicated These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. ' 1 Specific quality -assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products 2 Specified tests, inspections, and related actions do not limit Contractor's other quality - assurance and control procedures that facilitate compliance with the Contract Document requirements. 3 Requirements for Contractor to provide quality -assurance and control services required by Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section. C Related Sections include the following• ' 1 Division 1 Section 'Construction Progress Documentation for developing a schedule of required tests and inspections. 2. Division 1 Section 'Cutting and Patching' for repair and restoration of construction disturbed by testing and inspecting activities. 3. Divisions 2 through 16 Sections for specific test and inspection requirements. ' 1.3 DEFINITIONS A. Quality -Assurance Services. Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. ' B. Quality -Control Services. Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. ' C Pre -construction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria QUALITY REQUIREMENTS 01400 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ; D Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to ' establish product performance and compliance with industry standards. E. Source Quality -Control Testing: Tests and inspections that are performed at the source, i.e. ' plant, mill, factory or shop F Field Quality -Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. ' G Testing Agency, An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency H Installer/Applicator/Erector- Contractor or another entity engaged by Contractor as an ' employee, Subcontractor or Sub -subcontractor to perform a particular construction operation, including installation, erection, application, and similar operations. ' 1 Using a term such as carpentry' does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter It also does not imply that requirements specified apply exclusively , to trades -people of the corresponding generic name. I Experienced: When used with an entity experienced" means having successfully completed a ' minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated- and having complied with requirements of authorities having jurisdiction. 14 CONFLICTING REQUIREMENTS ' A. General. If compliance with two or more standards is specified and the standards establish ' different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed The actual installation may comply exactly with the minimum quantity or quality specified or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding 1.5 QUALITY ASSURANCE A. General. Qualifications paragraphs in this Article establish the minimum- qualification levels required* individual Specification Sections specify additional requirements. B Installer Qualifications: A firm or individual experienced in installing erecting, or assembling ' work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of. successful in-service performance. C Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar , to those indicated for this Project and with. a record of successful in-service performance as well as sufficient production capacity to produce required units. QUALITY REQUIREMENTS 01400 2 ' CLALLAM COUNTY COURTHOUSE RE -ROOF D Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance as well as sufficient production capacity to produce required units. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated Engineering services are defined as those performed for installations of the system assembly or product that are similar to those .indicated for this ' Project in material, design and extent. F Specialists: Certain sections of the Specifications require that specific construction activities ' shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated 1 Requirement for specialists shall not supersede building codes and regulations governing ' the Work. G Testing Agency Qualifications: An NRTL, an NVLAP or an independent agency with the ' experience and capability to conduct testing and inspecting indicated as documented according to ASTM E 548 and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. ' 1 NRTL. A nationally recognized testing laboratory according to 29 CFR 1910 7 2. NVLAP A testing agency accredited according to the NIST National Voluntary Laboratory Accreditation Program. ' H Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for ' this Project. I Pre -construction Testing. Where testing agency is indicated to perform pre -construction testing for compliance with specified requirements for performance and test methods, comply with the following 1 Contractor responsibilities include the following: ' a Provide test specimens representative of proposed products and construction. b Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. C. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. d Build site -assembled test assemblies and mockups using installers who will ' perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. f When testing is complete remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, ' and similar quality -assurance service to the Architect, with copy to Contractor Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. QUALITY REQUIREMENTS 01400 3 W. A. CLALLAM COUNTY COURTHOUSE RE -ROOF QUALITY CONTROL Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility Owner will engage a qualified testing agency to perform these services. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders. Costs for retesting and re -inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor and the Contract Sum will be adjusted by Change Order B Tests and inspections not explicitly assigned to Owner are Contractor's responsibility Unless otherwise indicated provide quality -control services specified and those required by authorities having jurisdiction Perform quality -control services required of Contractor by authorities having jurisdiction, whether specified or not. Where services are indicated as Contractor's responsibility engage a qualified testing agency to perform these quality -control services. a. Contractor shall not employ same entity engaged by Owner unless agreed to in writing by Owner 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed 3 Where quality -control services are indicated as Contractor's responsibility submit a certified written report, in duplicate, of each quality -control service 4 Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility 5 Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C Manufacturer's Field Services: Where indicated engage a factory -authorized service representative to inspect field -assembled components and equipment installation including service connections. Report results in writing as specified in Division 1 Section 'Submittal Procedures. D Re-testing/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility provide quality -control services, including retesting and re -inspecting for construction that replaced Work that failed to comply with the Contract Documents. E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1 Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted 3 Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4 Submit a certified written report, in duplicate, of each test, inspection, and similar quality - control service through Contractor QUALITY REQUIREMENTS 01400 4 W. I CLALLAM COUNTY COURTHOUSE RE -ROOF ' 5 Do not release revoke alter or increase the Contract Document requirements or approve or accept any portion of the Work 6 Do not perform any duties of Contractor F Associated Services Cooperate with agencies performing required tests inspections and similar quality -control services and provide reasonable auxiliary services as requested Notify agency sufficiently in advance of operations to permit assignment of personnel Provide the following 1 Access to the Work 2 Incidental labor and facilities necessary to facilitate tests and inspections ' 3 Adequate quantities of representative samples of materials that require testing and inspecting Assist agency in obtaining samples 4 Facilities for storage and field curing of test samples 5 Delivery of samples to testing agencies 6 Preliminary design mix proposed for use for material mixes that require control by testing agency 7 Security and protection for samples and for testing and inspecting equipment at Project site G Coordination Coordinate sequence of activities to accommodate required quality assurance and control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting 1 Schedule times for tests inspections obtaining samples and similar activities ' H Schedule of Tests and Inspections Prepare a schedule of tests inspections and similar quality -control services required by the Contract Documents Submit schedule within 30 days of date established for the Notice to Proceed ' 1 Distribution Distribute schedule to Owner Architect, testing agencies and each party involved in performance of portions of the Work where tests and inspections are required ' 1 7 SPECIAL TESTS AND INSPECTIONS A Special Tests and Inspections Owner will engage a qualified testing agency to conduct special ' tests and inspections required by authorities having jurisdiction as the responsibility of Owner and as follows 1 1 Verifying that manufacturer maintains detailed fabrication and quality control procedures and reviewing the completeness and adequacy of those procedures to perform the Work 2 Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services ' 3 Submitting a certified written report of each test inspection and similar quality control service to the Architect with copy to Contractor and to authorities having jurisdiction 4 Submitting a final report of special tests and inspections at Substantial Completion which includes a list of unresolved deficiencies ' 5 Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents 6 Retesting and re -inspecting corrected work QUALITY REQUIREMENTS 01400 5 CLALLAM COUNTY COURTHOUSE RE -ROOF PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 31 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1 Date test or inspection was conducted 2 Description of the Work tested or inspected. 3 Date test or inspection results were transmitted to Architect. 4 Identification of testing agency or special inspector conducting test or inspection. B Maintain log at Project site Post changes and modifications as they occur Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General- On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1 Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. 2 Comply with the Contract Document requirements for Division 1 Section 'Cutting and Patching. B. Protect construction exposed by or for quality -control service activities. C Repair and protection are Contractor's responsibility regardless of the assignment of responsibility for quality control services END OF SECTION 01400 QUALITY REQUIREMENTS 01400 6 ' �� i CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01420 REFERENCES PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS ' 1.3 A. General Basic Contract definitions are included in the Conditions of the Contract. B Approved' When used to convey Architect's action on Contractor's submittals, applications, and requests, approved' is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C 'Directed' A command or instruction by Architect. Other terms including 'requested authorized, selected 'approved 'required and "permitted' have the same meaning as 'directed D 'Indicated' Requirements expressed by graphic representations or in written form on Drawings in Specifications and in other Contract Documents Other terms including shown, 'noted scheduled and specified' have the same meaning as 'indicated E. 'Regulations Laws ordinances statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions and agreements within the construction industry that control performance of the Work. F 'Furnish Supply and deliver to Project site ready for unloading unpacking assembly installation and similar operations. G "Install' Operations at Project site including unloading, temporarily storing unpacking assembling erecting placing anchoring, applying working to dimension finishing curing protecting cleaning and similar operations. H 'Provide Furnish and install complete and ready for the intended use. I 'Project Site Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. INDUSTRY STANDARDS A. Applicability of Standards. Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced Such standards are made a part of the Contract Documents by reference. IREFERENCES 01420 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, ' unless otherwise indicated C Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity Copies of applicable standards are not ' bound with the Contract Documents. 1 Where copies of standards are needed to perform a required construction activity obtain copies directly from publication source ' D Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the t recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web -site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) (800) 872 2253 ' Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities (202) 272-0080 Available from Access Board ' www.access-board.gov FED -STD Federal Standard (See FS) ' NES (Formerly* National Evaluation Service) (See ICC -ES) ' UFAS Uniform Federal Accessibility Standards (800) 872 2253 Available from Access Board (202) 272-0080 www.access-board.gov ' 14 ABBREVIATIONS AND ACRONYMS ' A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web -site addresses are subject to change and are believed to ' be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (202) 862 5100 www.aluminum.org ' AAADM American Association of Automatic Door Manufacturers (216) 241 7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 , www.aabchq.com AAMA American Architectural Manufacturers Association (847) 303-5664 ' www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials ' www trantportation.org REFERENCES 01420 2 t CLALLAM COUNTY COURTHOUSE RE -ROOF AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www aatcc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org ACPA American Concrete Pipe Association (972) 506-7216 www concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205)257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242 3837 www.aia org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452 7100 www.steel.org AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALSC American Lumber Standard Committee Incorporated (301) 972 1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org APA APA The Engineered Wood Association (253) 565-6600 www.apawood org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating Refrigerating and (800) 527-4723 Air -Conditioning Engineers www.ashrae.org (404) 636-8400 REFERENCES 01420 3 CLALLAM COUNTY COURTHOUSE RE -ROOF ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (212) 591 7722 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org AWCI AWCI International (703) 534-8300 (Association of the Wall and Ceiling Industries International) www.awci.org AWCMA American Window Covering Manufacturers Association (Now WCSC) AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood -Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com CCC Carpet Cushion Council (203) 637 1312 www.carpetcushibn.org w3.pwgsc.gc.ca/cgsb (819) 956-0425 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org CRI Carpet & Rug Institute (The) (800) 882-8846 www carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517 1200 www.crsi.org CSA CSA International (800) 463-6727 (Formerly* IAS International Approval Services) (416) 747-4000 www csa-international.org REFERENCES 01420 4 CLALLAM COUNTY COURTHOUSE RE ROOF CSI Construction Specifications Institute (The) (800) 689 2900 www csinet.org (703) 684-0300 CTI Cooling Technology Institute (281) 583-4087 (Formerly- Cooling Tower Institute) www cti org DHI Door and Hardware Institute (703) 222 2010 www dhi org EIA Electronic Industries Alliance (703) 907 7500 www eia org EJCDC Engineers Joint Contract Documents Committee (800) 548 2723 www asce org (703) 295-6300 EJ MA Expansion Joint Manufacturers Association Inc (914) 332-0040 www ejma org ESD ESD Association (315) 339-6937 www esda org FM Factory Mutual System (Now FMG) FMG FM Global (401) 275-3000 (Formerly- FM Factory Mutual System) www fmglobal com GA Gypsum Association (202) 289-5440 www gypsum org GANA Glass Association of North America (785) 271-0208 www glasswebsite com GRI (Now GSI) GS Green Seal (202) 872-6400 www greenseal org GSI Geosynthetic Institute (610) 522-8440 www geosynthetic-institute org HMMA Hollow Metal Manufacturers Association (Part of NAAMM) HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www hpva org HPW H P White Laboratory Inc (410) 838-6550 www hpwhite com IAS International Approval Services (Now CSA International) REFERENCES 01420 5 CLALLAM COUNTY COURTHOUSE RE -ROOF ICEA Insulated Cable Engineers Association Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (The) (613) 233-1510 www.igmaonline.org ISO International Organization for Standardization 41 22 749 01 11 www.iso ch ISSFA International Solid Surface Fabricators Association (702) 567-8150 www.issfa.net ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800) 488-6864 www lightning org (847) 577 7200 MBMA Metal Building Manufacturers Association (216) 241 7333 www.mbma.com MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MH Material Handling (Now MHIA) MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405 REFERENCES 01420 6 CLALLAM COUNTY COURTHOUSE RE -ROOF www.naamm org NACE NACE International (281) 228-6200 (National Association of Corrosion Engineers international) www nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAIMA North American Insulation Manufacturers Association (The) (703) 684-0084 www.naima.org NCMA National Concrete Masonry Association (703) 713-1900 www.ncma org NCTA National Cable & Telecommunications Association (202) 775-3550 www ncta.com NEBB National Environmental Balancing Bureau (301) 977 3698 www.nebb org NECA National Electrical Contractors Association (301) 657 3110 www necanet.org NEMA National Electrical Manufacturers Association (703) 841 3200 www.nema org NETA InterNational Electrical Testing Association (303) 697-8441 www netaworld org NFPA NFPA (800) 344-3555 (National Fire Protection Association) (617) 770-3000 www.nfpa org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (703) 442-4890 www.glass.org NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377 1818 NLGA National Lumber Grades Authority (604) 524-2393 www.niga.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmea.org (301) 587 1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf org REFERENCES 01420 7 CLALLAM COUNTY COURTHOUSE RE -ROOF NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 OPL Omega Point Laboratories, Inc. (800) 966-5253 www.opl.com (210) 635-8100 PDCA Painting & Decorating Contractors of America (800) 332 7322 .www.pdca.com (314) 514-7322 V PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217) 333-3929 http://pgi-tp ce.uiuc.edu RCSC Research Council on Structural Connections (800) 644-2400 www boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com SAE SAE International (724) 776-4841 www.sae.org SDI Steel Deck Institute (847) 462 1930 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEI Structural Engineering Institute (800) 548-2723 www.seinstitute.com (703) 295-6195 SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SIGMA Sealed Insulating Glass Manufacturers Association (Now IGMA) SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMACNA Sheet Metal and Air Conditioning Contractors' National Association (703) 803-2980 www.srhacna.org SPRI SPRI (781) 647 7026 (Single Ply Roofing Institute) www.spri.org r- SSINA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC The Society for Protective Coatings (877) 281 7772 REFERENCES 01420 8 CLALLAM COUNTY COURTHOUSE RE -ROOF www wwpa.org B Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. ' Names telephone numbers, and Web -site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. BOCA BOCA International, Inc. (See ICC) CABO Council of American Building Officials ' (See ICC) IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICBO International Conference of Building Officials (See ICC) iREFERENCES 01420 9 M www.sspc.org (412) 281 2331 SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing & Restoration Institute (816) 472 7974 www.swrionline.org TCA Tile Council of America Inc. (864) 646-8453 www tileusa com TIA/EIA Telecommunications Industry Association/Electronic (703) 907 7700 Industries Alliance www tiaonline org TMS The Masonry Society (303) 939-9700 www.masonrysociety.org UL Underwriters Laboratories Inc. (800) 285-4476 www ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www uni-bell.org WASTEC Waste Equipment Technology Association (800) 424-2869 www wastec.org (202) 244-4700 WCLIB West Coast Lumber Inspection Bureau (800) 283-1486 www wclib org (503) 639-0651 WMMPA Wood Molding & Millwork Producers Association (800) 550-7889 www wmmpa com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www wsrca.com (650) 548-0112 WWPA Western Wood Products Association (503) 224-3930 www wwpa.org B Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. ' Names telephone numbers, and Web -site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. BOCA BOCA International, Inc. (See ICC) CABO Council of American Building Officials ' (See ICC) IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICBO International Conference of Building Officials (See ICC) iREFERENCES 01420 9 M CLALLAM COUNTY COURTHOUSE RE-ROOF ' ICBO ES ICBO Evaluation Service, Inc. (See ICC-ES) , ICC International Code Council (703) 931-4533 (Formerly- CABO Council of American Building Officials) www.iccsafe.org ' ICC-ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 , C Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ' CE Army Corps of Engineers www.usace.army.mil , CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-6816 ' DOC Department of Commerce (202) 482 2000 www commerce.gov DOD Department of Defense (215) 697-6257 ' www dodssp daps.mil DOE Department of Energy (202) 586-9220 , www eren.doe.gov EPA Environmental Protection Agency (202) 272-0167 www.epa gov ' FAA Federal Aviation Administration (202) 366-4000 www faa gov ' FCC Federal Communications Commission (888) 225-5322 www fcc.gov FDA Food and Drug Administration (888) 463-6332 , www fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov (202) 501 1888 HUD Department of Housing and Urban Development (202) 708-1112 www.hud gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbi.gov ' NCHRP National Cooperative Highway Research Program (See TRB) ' NIST National Institute of Standards and Technology (301) 975-6478 www nist.gov REFERENCES 01420 10 , , v CLALLAM COUNTY COURTHOUSE RE -ROOF OSHA Occupational Safety & Health Administration (800) 321-6742 www osha gov (202) 693-1999 PBS Public Building Service (See GSA) PHS Office of Public Health and Science (202) 690-7694 http.//phs.os.dhhs.gov RUS Rural Utilities Service (202) 720-9540 (See USDA) SD State Department (202) 647-4000 www.state gov TRB Transportation Research Board (202) 334-2934 wwwnas.edu/trb USDA Department of Agriculture (202) 720-2791 www usda.gov USPS Postal Service (202) 268-2000 www usps com PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01420 REFERENCES 01420 11 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section 1 1.2 SUMMARY ' A. This Section includes requirements for temporary utilities support facilities, and security and protection facilities. ' B Related Sections include the following 1 Division 1 Section 'Summary' for limitations on utility interruptions and other work restrictions. ' 2 Division 1 Section 'Submittal Procedures' for procedures for submitting copies of implementation and termination schedule and utility reports. 3 Division 1 Section 'Execution Requirements for progress cleaning requirements. ' 4 Divisions 2 through 16 Sections for temporary heat, ventilation, and humidity requirements for products in those Sections. ' 1.3 USE CHARGES A. General Cost or use charges for temporary facilities shall be included in the Contract Sum Allow other entities to use temporary services and facilities without cost, including, but not ' limited to testing agencies, and authorities having jurisdiction. B Water Service Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. C Electric Power Service. Electric power from Owner's existing system is partially available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. For work outside of juvenile facility or for welding Contractor is to provide electric generator as required ' 14 SUBMITTALS ' A. Site Plan Show temporary facilities, staging areas, and parking areas for construction personnel 1 5 QUALITY ASSURANCE A. Standards: Comply with ANSI A10 6 the NECA 'Temporary Electrical Facilities and ' NFPA 241 TEMPORARY FACILITIES AND CONTROLS 01500 1 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Trade Jurisdictions. Assigned responsibilities for installation and operation of temporary utilities are not intended to interfere with trade regulations and union jurisdictions. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 PRODUCTS 2.1 MATERIALS A. Visqueen: 6 -mil clear taped in place to prevent spread of dust and fumes to occupied areas and to protect existing floor finishes to remain. B Plywood / wood framed acoustically insulated security barriers with lockable doors. 2.2 EQUIPMENT A. Fire Extinguishers: Portable UL rated with class and extinguishing agent as required by locations and classes of fire exposures. PART 3 EXECUTION 31 TEMPORARY UTILITY INSTALLATION A. Water Service: Use of Owner's existing water service facilities will be permitted as long as facilities are cleaned and maintained in a condition acceptable to Owner At Substantial Completion, restore these facilities to condition existing before initial use. 1 Where installations below an outlet might be damaged by spillage or leakage, provide a drip pan of suitable size to minimize water damage. Drain accumulated water promptly from pans. B. Sanitary Facilities: Provide drinking water for use of construction personnel. 1 Toilets: Use of Owner's existing toilet and wash facilities will not be permitted Contractor to provide toilet and wash facilities acceptable to jurisdiction C Heating and Cooling: Use of Owner's heating and cooling system will be permitted D Ventilation and Humidity Control. Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity Select equipment that will not have a harmful effect on completed installations or elements being installed Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption TEMPORARY FACILITIES AND CONTROLS 01500 2 t 404 1 ICLALLAM COUNTY COURTHOUSE RE -ROOF E Electric Power Service Use of Owner's existing electric power service will be permitted as long as equipment is maintained in a condition acceptable to Owner except for exterior work or for welding ' F Electric Power Distribution Provide electric power distribution system of sufficient size capacity and power characteristics required for construction operations ' 1 Install electric power distribution overhead unless otherwise indicated 2 Connect temporary service to Owner's existing power source as directed by Owner G Lighting- Provide temporary lighting with local switching that provides adequate illumination for construction operations observations and inspections as required H Telephone Service. Provide superintendent with cellular telephone for Project use. ' I Electronic Communication Service Provide temporary electronic communication service including electronic mail ' 3.2 SUPPORT FACILITIES INSTALLATION ' A. Parking Use designated areas of Owner's existing parking areas for construction personnel as coordinated with Owner B Waste Disposal Facilities. Provide waste -collection containers in sizes adequate to handle ' waste from construction operations. Comply with requirements of authorities having jurisdiction Comply with Division 1 Section 'Execution Requirements for progress cleaning requirements. C Lifts and Hoists Provide facilities necessary for hoisting materials and personnel ' D No smoking is allowed on Owner's property '33 OPERATION TERMINATION AND REMOVAL A. Supervision Enforce strict discipline in use of temporary facilities. To minimize waste and ' abuse limit availability of temporary facilities to essential and intended uses. B Maintenance Maintain facilities in good operating condition until removal. C Termination and Removal: Remove each temporary facility when need for its service has ended when it has been replaced by authorized use of a permanent facility or no later than Substantial Completion Complete or if necessary restore permanent construction that may ' have been delayed because of interference with temporary facility Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired 1 Materials and facilities that constitute temporary facilities are property of Contractor ' 2 At Substantial Completion, clean and renovate permanent facilities used during construction period Comply with final cleaning requirements specified in Division 1 Section 'Closeout Procedures. ' END OF SECTION 01500 ' TEMPORARY FACILITIES AND CONTROLS 01500 3 -- I SUBSTITUTION REQUEST FORM 01600 TO Beaman Architecture Ltd PROJECT Clallam County Courthouse Re -Roof SPECIFIED ITEM. Section Page Paragraph Description PROPOSED SUBSTITUTION Attach data that includes product description specifications drawings photographs performance and test data that is adequate for evaluation of request including identification of applicable data portions. Identify all changes or modifications to Contract Documents that will result in installation of proposed substitutions, if any Undersigned certifies the following items are correct, unless clearly identified by attachments 1 Proposed substitution does not affect dimensions shown on drawings 2. Undersigned will pay for any changes to building design including engineering design, detailing and construction costs caused by proposed substitution. 3 Proposed substitution has no adverse effect on other trades, construction schedule or specified warranty requirements. 4 Maintenance and service parts are available locally or readily obtainable for proposed substitution Undersigned further certifies function, appearance and quality of proposed substitution are equivalent or superior to specified item Undersigned agrees to all terms and conditions that substitutions found in Contract Documents apply to this proposed substitution. ' Submitted by - Name ' Signature ' Firm Name Street Address ' City State Zip Code Date General Contractor (if after award of Contract) For use by A/E ❑ Accepted ❑ Accepted as noted ❑ Not Accepted ❑ Received too late By Date a CLALLAM COUNTY COURTHOUSE RE -ROOF ISECTION 01600 PRODUCT REQUIREMENTS IPART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes .administrative and procedural requirements for selection of products for use in Project; product delivery storage, and handling manufacturers' standard warranties on products special warranties, product substitutions; and comparable products ' B Related Sections include the following 1 Division 1 Section 'References' for applicable industry standards for products specified ' 2 Division 1 Section 'Closeout Procedures' for submitting warranties for Contract closeout. 3 Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. ' 1.3 DEFINITIONS ' A. Products Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term 'product' includes the terms 'material, equipment, 'system and terms of similar intent. 1 Named Products. Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. ' 2 New Products: Items that have not previously been incorporated into another project or facility except that products consisting of recycled -content materials are allowed unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products. 3 Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution to have the indicated qualities related to type function dimension in-service performance physical properties, appearance, and other characteristics that equal or exceed those of specified product. B Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor ' C Basis -of -Design Product Specification Where a specific manufacturer's product is named and accompanied by the words 'basis of design, including make or model number or other designation to establish the significant qualities related'to type, function, dimension in-service ' performance, physical properties, appearance and other characteristics for purposes of evaluating comparable products of other named manufacturers. IPRODUCT REQUIREMENTS 01600 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 14 SUBMITTALS A. Product List: Submit a list, in tabular from showing specified products. Include generic names , of products required Include manufacturer's name and proprietary product names for each product. ' 1 Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2 Form. Tabulate information for each product under the following column headings ' a. Specification Section number and title b Generic name used in the Contract Documents. C. Proprietary name, model number and similar designations ' d Manufacturer's name and address. e Supplier's name and address. f Installer's name and address. , g Projected delivery date or time span of delivery period h. Identification of items that require early submittal approval for scheduled delivery date 3 Initial Submittal Within 15 days after date of commencement of the Work, submit 3 ' copies of initial product list. Include a written explanation for omissions of data and for variations from Contract requirements. a At Contractor's option initial submittal may be limited to product selections and ' designations that must be established early in Contract period 4 Completed List: Within 30 days after date of commencement of the Work, submit 3 ' copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements. 5 Architect's Action. Architect will respond in writing to Contractor within 5 days of receipt , of completed product list. Architect's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. Architect's response or lack of response does not constitute a waiver of requirement to comply with the Contract Documents. , B. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and ' title and Drawing numbers and titles. 1 Substitution Request Form. Use Form 01600 following this Section 2. Documentation. Show compliance with requirements for substitutions and the following, ' as applicable. a. Statement indicating why specified material or product cannot be provided b Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of ' the Work specified Significant qualities may include attributes such as performance weight, size durability visual effect, and specific features and requirements indicated d Product Data, including drawings and descriptions of products and fabrication and ' installation procedures. e. Samples, where applicable or requested PRODUCT REQUIREMENTS 01600 2 ' ICLALLAM COUNTY COURTHOUSE RE -ROOF ' f List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated ' h Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction i Detailed comparison of Contractor's Construction Schedule using proposed ' substitution with products specified for the Work, including effect on the overall Contract Time If specified product or method of construction cannot be provided within the Contract Time include letter from manufacturer on manufacturer's letterhead stating lack of availability or delays in delivery j Cost information including a proposal of change if any in the Contract Sum k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated ' I. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. ' 3 Architect's Action. If necessary Architect will request additional information or documentation for evaluation within 7 days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within ' 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later a Form of Acceptance. Addenda (prior to Bid) or Change Order (post Award). ' b Use product specified if Architect cannot make a decision on use of a proposed substitution within time allocated C Comparable Product Requests. Submit three copies of each request for consideration Identify ' product or fabrication or installation method to be replaced Include Specification Section number and title and Drawing numbers and titles. 1 Architect's Action. If necessary Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or 7 days of receipt of additional information ' or documentation, whichever is later a Form of Approval As specified in Division 1 Section 'Submittal Procedures t b Use product specified if Architect cannot make a decision on use of a comparable product request within time allocated. D Basis -of -Design Product Specification Submittal: Comply with requirements in Division 1 Section 'Submittal Procedures Show compliance with requirements. 1 5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously ' selected even if previously selected products were also options. PRODUCT REQUIREMENTS 01600 3 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 1 6 PRODUCT DELIVERY STORAGE, AND HANDLING A. Deliver store, and handle products using means and methods that will prevent damage, ' deterioration, and loss, including theft. Comply with manufacturers written instructions. B. Delivery and Handling- , 1 Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable hazardous, easily damaged or sensitive to deterioration, theft, and other losses. 3 Deliver products to Project site in an undamaged condition in manufacturer's original ' sealed container or other packaging system complete with labels and instructions for handling storing, unpacking protecting and installing 4 Inspect products on delivery to ensure compliance with the Contract Documents and to ' ensure that products are undamaged and properly protected C Storage. 1 Store products to allow for inspection and measurement of quantity or counting of units. ' 2. Store materials in a manner that will not endanger Project structure. 3 Store products that are subject to damage by the elements, under cover in a weather tight enclosure above ground with ventilation adequate to prevent condensation. ' 4 Store cementitious products and materials on elevated platforms. 5 Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. , 6 Comply with product manufacturers written instructions for temperature humidity ventilation, and weather -protection requirements for storage. 7 Protect stored products from damage and liquids from freezing 8 Provide a secure location and enclosure at Project site for storage of materials and ' equipment by Owner's construction forces. Coordinate location with Owner 1 7 PRODUCT WARRANTIES 1 A. Warranties specified in other Sections shall be in addition to and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on , product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1 Manufacturer's Warranty- Preprinted written warranty published by individual ' manufacturer for a particular product and specifically endorsed by manufacturer to Owner 2. Special Warranty- Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide , more rights for Owner B. Special Warranties: Prepare a written document that contains appropriate terms and ' identification, ready for execution Submit a draft for approval before final execution 1 Manufacturer's Standard Form Modified to include Project -specific information and properly executed ' 2 Specified Form When specified forms are included with the Specifications, prepare a written document using appropriate form properly executed PRODUCT REQUIREMENTS 01600 4 ' CLALLAM COUNTY COURTHOUSE RE -ROOF 3 Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties ' C Submittal Time Comply with requirements in Division 1 Section 'Closeout Procedures. PART 2 PRODUCTS 21 PRODUCT SELECTION PROCEDURES A. Generaf Product Requirements Provide products that comply with the Contract Documents that are undamaged and unless otherwise indicated that are new at time of installation. ' 1 Provide products complete with accessories, trim, finish fasteners, and other items needed for a complete installation and indicated use and effect. 2 Standard Products: If available and unless custom products or nonstandard options are specified provide standard products of types that have been produced and used ' successfully in similar situations on other projects. 3 Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4 Where products are accompanied by the term as selected, Architect will make selection 5 Where products are accompanied by the term 'match sample, sample to be matched is Architect's ' 6 Descriptive, performance and reference standard requirements in the Specifications establish 'salient characteristics of products. 7 Or Equal: Where products are specified by name and accompanied by the term or equal' or or approved equal' or or approved comply with provisions in Part 2 'Comparable Products' Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: ' 1 Product: Where Specifications name a single product and manufacturer provide the named product that complies with requirements. 2. Manufacturer/Source. Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. 3 Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that comply with requirements. 4 Manufacturers: Where Specifications include a list of manufacturers' names, provide a ' product by one of the manufacturers listed that complies with requirements. 5 Available Products. Where Specifications include a list of names of both products and manufacturers, provide one of the products listed or an unnamed product, that complies ' with requirements. Comply with provisions in Part 2 "Comparable Products' Article for consideration of an unnamed product. 6 Available Manufacturers: Where Specifications include a list of manufacturers, provide a product by one of the manufacturers listed, or an unnamed manufacturer that complies ' with requirements. Comply with provisions in Part 2 'Comparable Products' Article for consideration of an unnamed product. 7 Product Options: Where Specifications indicate that sizes, profiles, and dimensional requirements on Drawings are based on a specific product or system provide the specified product or system. Comply with provisions in Part 2 'Product Substitutions' Article for consideration of an unnamed product or system. 8 Basis -of -Design Product: Where Specifications name a product and include a list of manufacturers provide the specified product or a comparable product by one of the other PRODUCT REQUIREMENTS 01600 5 2.2 A. B. CLALLAM COUNTY COURTHOUSE RE -ROOF named manufacturers. Drawings and Specifications indicate sizes, profiles dimensions and other characteristics that are based on the product named Comply with provisions in Part 2 'Comparable Products' Article for consideration of an unnamed product by the other named manufacturers. Visual Matching Specification. Where Specifications require matching an established Sample, select a product that complies with requirements and matches Architect's sample Architect's decision will be final on whether a proposed product matches. a If no product available within specified category matches and complies with other specified requirements, comply with provisions in Part 2 'Product Substitutions' Article for proposal of product. 10 Visual Selection Specification Where Specifications include the phrase 'as selected from manufacturer's colors, patterns, textures' or a similar phrase, select a product that complies with other specified requirements. Standard Range. Where Specifications include the phrase 'standard range of colors, patterns, textures or similar phrase, Architect will select color pattern density or texture from manufacturer's product line that does not include premium items. Full Range. Where Specifications include the phrase 'full range of colors, patterns, textures" or similar phrase, Architect will select color pattern, density or texture from manufacturer's product line that includes both standard and premium items. PRODUCT SUBSTITUTIONS Timing: Architect will consider requests for substitution if received within 10 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied If the following conditions are not satisfied Architect will return requests without action, except to record noncompliance with these requirements: 1 Requested substitution offers Owner a substantial advantage in cost, time energy conservation, or other considerations, after deducting additional responsibilities Owner must assume Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4 Substitution request is fully documented and properly submitted 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6 Requested substitution has received necessary approvals of authorities having jurisdiction. 7 Requested substitution is compatible with other portions of the Work. 8 Requested substitution has been coordinated with other portions of the Work. 9 Requested substitution provides specified warranty 10 If requested substitution involves more than one contractor requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved PRODUCT REQUIREMENTS 01600 6 wi CLALLAM COUNTY COURTHOUSE RE -ROOF 2.3 COMPARABLE PRODUCTS A. Conditions. Architect will consider Contractor's request for comparable product when the following conditions are satisfied If the following conditions are not satisfied Architect will return requests without action, except to record noncompliance with these requirements - 1 Evidence that the proposed product does not require extensive revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2 Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance weight, size durability visual effect, and specific features and requirements indicated 3 Evidence that proposed product provides specified warranty 4 List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners if requested 5 Samples, if requested PART 3 EXECUTION (Not Used) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600 7 ICLALLAM COUNTY COURTHOUSE RE -ROOF I SECTION 01700 EXECUTION REQUIREMENTS PART GENERAL '11 RELATED DOCUMENTS A Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section '12 SUMMARY A This Section includes general procedural requirements governing execution of the Work ' including but not limited to the following 1 Construction layout. 2 General installation of products 3 Progress cleaning 4 Starting and adjusting 5 Protection of installed construction t6 Correction of the Work B Related Sections include the following ' 1 Division 1 Section 'Project Management and Coordination for procedures for coordinating field engineering with other construction activities 2 Division 1 Section 'Submittal Procedures for submitting surveys ' 3 Division 1 Section 'Cutting and Patching for procedural requirements for cutting and patching necessary for the installation or performance of other components of the Work 4 Division 1 Section 'Closeout Procedures for submitting final property survey with Project Record Documents recording of Owner -accepted deviations from indicated lines and levels, and final cleaning PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 31 EXAMINATION ' A Existing Conditions The existence and location of construction indicated as existing is not guaranteed Before beginning work, investigate and verify the existence and location of systems and other construction affecting the Work ' B Acceptance of Conditions Examine substrates areas and conditions with Installer or Applicator present where indicated for compliance with requirements for installation tolerances and other conditions affecting performance Record observations 1 Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections include the following ' EXECUTION REQUIREMENTS 01700 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' a Description of the Work. b List of detrimental conditions, including substrates. ' C. List of unacceptable installation tolerances. d Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing , finishes or primers. 3 Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed ' 4 Proceed with installation only after unsatisfactory conditions have been corrected Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION ' A. Field Measurements: Take field measurements as required to fit the Work properly Recheck ' measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. ' B Space Requirements. Verify space requirements and dimensions of items shown diagrammatically on Drawings. C Review of Contract Documents and Field Conditions: Immediately on discovery of the need for ' clarification of the Contract Documents, submit a request for interpretation to Architect. Include a detailed description of problem encountered together with recommendations for changing the ' Contract Documents. See Section 01310 for form 3.3 CONSTRUCTION LAYOUT I A. Verification. Before proceeding to layout the Work, verify layout information shown on Drawings. If discrepancies are discovered notify Architect promptly 34 INSTALLATION A. General: Locate the Work and components of the Work accurately in correct alignment and ' elevation, as indicated 1 Make vertical work plumb and make horizontal work level. , 2 Where space is limited install components to maximize space available for maintenance and ease of removal for replacement. I. 3 Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated 4 Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling B Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C Install products at the time and under conditions that will ensure the bestP ossible results. Maintain. conditions required for product performance until Substantial Completion. D Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy EXECUTION REQUIREMENTS 01700 2 ' ' 3.5 CLALLAM COUNTY COURTHOUSE RE -ROOF E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F Templates. Obtain and distribute to the parties involved templates for work specified to be factory .prepared and field installed Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. G Anchors and Fasteners. Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1 Mounting Heights: Where mounting heights are not indicated mount components at heights directed by Architect. 2 Allow for building movement, including thermal expansion and contraction. 3 Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves concrete inserts, anchor bolts and items with integral anchors that are to be embedded in concrete or masonry Deliver such items to Project site in time for installation. H Joints. Make joints of uniform width. Where joint locations in exposed work are not indicated arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. I Hazardous Materials. Use products, cleaners, and installation materials that are not considered hazardous PROGRESS CLEANING A. General Clean Project site and work areas daily including common areas Coordinate progress cleaning for joint -use areas where more than one installer has worked Enforce requirements strictly Dispose of materials lawfully 1 Comply with requirements in NFPA 241 for removal of combustible waste materials and debris 2 Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F 3 Containerize hazardous and unsanitary waste materials separately from other waste Mark containers appropriately and dispose of legally according to regulations B Site. Maintain Project site free of waste materials and debris. C Work Areas. Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1 Remove liquid spills promptly 2 Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area as appropriate D Installed Work. Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed using only cleaning materials specifically recommended. If specific cleaning materials are not recommended use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. EXECUTION REQUIREMENTS 01700 3 CLALLAM COUNTY COURTHOUSE RE -ROOF ' F Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. ' G Waste Disposal: Burying or burning waste materials on-site will not be permitted Washing waste materials down sewers or into waterways will not be permitted ' H During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. ' I Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period Adjust and lubricate operable components to ensure operability without damaging effects. ' J Limiting Exposures: Supervise construction operations 'to assure that no part of the construction, completed or in progress is subject to harmful, dangerous damaging or otherwise ' deleterious exposure during the construction period 3.6 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. , B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation C Test each piece of equipment to verify proper operation. Test and adjust controls and safeties, ' Replace damaged and malfunctioning controls and equipment. D Manufacturer's Field Service If a factory -authorized service representative is required to ' inspect field -assembled components and equipment installation, comply with qualification requirements in Division 1 Section 'Quality Requirements. 37 PROTECTION OF INSTALLED CONSTRUCTION ' A. Provide final protection and maintain conditions that ensure installed Work is without damage or ' deterioration at time of Substantial Completion. B. Comply with manufacturers' written instructions for temperature and relative humidity 3.8 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and ' finishes. Comply with requirements in Division 1 Section 'Cutting and Patching. 1 Repairing includes replacing defective parts, refinishing damaged surfaces, 'touching up ' with matching materials, and properly adjusting operating equipment. B Restore permanent facilities used during construction to their specified condition. C Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair EXECUTION REQUIREMENTS 01700 4 ' CLALLAM COUNTY COURTHOUSE RE -ROOF D Repair components that do not operate properly Remove and replace operating components that cannot be repaired E Remove and replace chipped scratched and broken glass or reflective surfaces. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700 5 I CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01731 CUTTING AND PATCHING ' PART GENERAL '11 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes procedural requirements for cutting and patching B. Related Sections include the following, 1 Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. ' 1.3 DEFINITIONS ' A. Cutting Removal of in-place construction necessary to permit installation or performance of other Work. B Patching Fitting and repair work required to restore surfaces to original conditions after ' installation of other Work. 14 SUBMITTALS ' A. Cutting and Patching Proposal Submit a proposal describing procedures at least 10 days before the time cutting and patching will be performed requesting approval to proceed Include the following information 1 Extent: Describe cutting and patching, show how they will be performed and indicate why they cannot be avoided 2 Changes to In -Place Construction. Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. ' 3 Products: List products to be used and firms or entities that will perform the Work. 4 Dates: Indicate when cutting and patching will be performed 5 Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and patching procedures will disturb or affect. List services/systems that will be relocated and those that will be temporarily out of service. Indicate how long services/systems will be disrupted 6 Structural Elements: Where cutting and patching involve adding reinforcement to structural elements submit details and engineering calculations showing integration of ' reinforcement with original structure. 7 Architect's Approval Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. CUTTING AND PATCHING 01731 1 CLALLAM COUNTY COURTHOUSE RE -ROOF , 1 5 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load -carrying capacity or load -deflection ratio B Operational Elements: Do not cut and patch operating elements and related components in a ' manner that results in reducing their capacity to perform as intended or that results in increased — maintenance or decreased operational life or safety C Miscellaneous Elements: Do not cut and patch the following elements or related components in , a manner that could change their load -carrying capacity that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety 1 Water moisture, or vapor barriers. 2 Membranes and flashings. ' 3 Equipment supports. 4 Piping, ductwork, vessels, and equipment. 5 Noise- and vibration -control elements and systems. 6 Integral security systems not approved by Owner ' D Visual Requirements. Do not cut and patch construction in a manner that results in visual evidence of cutting and patching Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's ' aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner 16 WARRANTY ' A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or ' damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 PRODUCTS 2.1 MATERIALS , A. General: Comply with requirements specified in other Sections. B. In -Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1 If identical materials are unavailable, or cannot be used use materials that, when installed will match the visual and functional performance of in-place materials. CUTTING AND PATCHING 01731 2 ' IPART 3 EXECUTION CLALLAM COUNTY COURTHOUSE RE -ROOF 31 EXAMINATION ' A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed ' 1 Compatibility- Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2 Proceed with installation only after unsafe or unsatisfactory conditions have been ' corrected 3.2 PREPARATION ' A. Temporary Support: Provide temporary support of Work to be cut. ' B. Protection. Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. ' C Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D Existing Utility Services and Mechanical/Electrical Systems. Where existing services/systems ' are required to be removed relocated or abandoned bypass such services/systems before cutting to prevent interruption to occupied areas. ' 3.3 PERFORMANCE A. General Employ skilled workers to perform cutting and patching. Proceed with cutting and ' patching at the earliest feasible time and complete without delay 1 Cut in-place construction to provide for installation of other components or performance ' of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting Cut in-place construction by sawing drilling, breaking chipping, grinding and similar ' operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer- comply with original Installer's written recommendations. ' 1 In general use hand or small power tools designed for sawing and grinding not hammering and chopping. Cut holes and slots as small as possible, neatly to size required and with minimum disturbance of adjacent surfaces. Temporarily cover ' openings when not in use. 2 Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3 Concrete and Masonry- Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. ' 4 Excavating and Backfilling Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. CUTTING AND PATCHING 01731 3 CLALLAM COUNTY COURTHOUSE RE -ROOF , 5 Mechanical and Electrical Services. Cut off pipe or conduit in walls or partitions to be removed Cap valve or plug and seal remaining portion of pipe or conduit to prevent ' entrance of moisture or other foreign matter after cutting. 6 Proceed with patching after construction operations requiring cutting are complete. C Patching Patch construction by filling repairing, refinishing closing up and similar operations ' following performance of other Work. Patch with durable seams that are as invisible as possible Provide materials and comply with installation requirements specified in other Sections. ' 1 Inspection: Where feasible test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes. Restore exposed finishes of patched areas and extend finish ' restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing 3 Floors and Wails: Where walls or partitions that are removed extend one finished area ' into another patch and repair floor and wall surfaces in the new space Provide an even surface of uniform finish color texture and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. ' a Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch Provide additional coats until patch blends with adjacent ' surfaces. 4 Ceilings. Patch, repair or re -hang in-place ceilings as necessary to provide an even- ' plane surface of uniform appearance 5 Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather -tight condition. D Cleaning, Clean areas and spaces where cutting and patching are performed Completely ' remove paint, mortar oils, putty and similar materials. END OF SECTION 01731 1 CUTTING AND PATCHING 01731 4 ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' SECTION 01732 SELECTIVE DEMOLITION ' PART GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1 1.2 SUMMARY ' A. This Section includes the following 1 Demolition and removal of selected portions of building or structure. ' 2 Demolition and removal of selected site elements. 3 Salvage of existing items to be reused or recycled B Related Sections include the following ' 1 Division 1 Section 'Summary' for use of premises, phasing and Owner -occupancy requirements. 2 Division 1 Section 'Temporary Facilities and Controls for temporary construction and environmental -protection measures for selective demolition operations. 3 Division 1 Section 'Cutting and Patching' for cutting and patching procedures. ' 13 DEFINITIONS A. Remove. Detach items from existing construction, and legally dispose of them off-site unless ' indicated to be removed and salvaged or removed and reinstalled B Remove and Salvage. Detach items from existing construction and deliver them to Owner ' ready for reuse as noted C Remove and Reinstall: Detach items from existing construction, prepare them for reuse and reinstall them where indicated ' D Existing to Remain Existing items of construction that are not to be removed and that are not otherwise indicated to be removed removed and salvaged or removed and reinstalled ' 1 4 MATERIALS OWNERSHIP ' A. Except for items or materials indicated to be reused salvaged reinstalled or otherwise indicated to remain the Owner's property demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option. ' 15 SUBMITTALS ' A. Schedule of Selective Demolition Activities: Indicate the following SELECTIVE DEMOLITION 01732 1 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity Ensure Owner's on-site operations are uninterrupted ' 2. Interruption of utility services. Indicate how long utility services will be interrupted 3 Coordination for shutoff capping and continuation of utility services. 4 Locations of temporary partitions and means of egress. ' 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. B Inventory- After selective demolition is complete submit a list of'items that have been removed ' and salvaged. C Pre -demolition Photographs or Videotapes. Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by selective demolition operations. Submit before Work begins D Record drawings at Project closeout according to Division 1 Section 'Closeout Procedures. ' 1 Identify and accurately locate capped utilities and other structural or mechanical conditions. E. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility , licensed to accept hazardous wastes. 16 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations before ' beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 1 7 PROJECT CONDITIONS ' A. Owner will occupy portions of building immediately adjacent to selective demolition area , Conduct selective demolition so Owner's operations will not be disrupted 1 Comply with requirements specified in Division 1 Section 'Summary B Notify Architect of discrepancies between existing conditions and Drawings before proceeding , with selective demolition C Hazardous Materials: It is expected that hazardous materials will be encountered in the Work. , 1 Hazardous, materials will be removed by Contractor as a part of this work. 2. If materials suspected of containing hazardous materials are encountered do not disturb , immediately notify Architect and Owner Owner will identify materials under a separate contract and negotiate an adjustment to the scope of work. D _Storage or sale of removed items or materials ,on-site is not permitted , E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1 Maintain fire -protection facilities in service during selective demolition operations. 1 SELECTIVE DEMOLITION 01732 2 , CLALLAM COUNTY COURTHOUSE RE -ROOF ' 18 WARRANTY A. Existing Warranties. Remove replace, patch, and repair materials and surfaces cut or damaged during selective demolition by methods and with materials so as not to void existing ' warranties. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION ' 31 EXAMINATION ' A. Verify that utilities have been disconnected and capped B Survey existing conditions and correlate with requirements indicated to determine extent of ' selective demolition required C Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged ' D When unanticipated mechanical, electrical or structural elements that conflict with intended function or design are encountered investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. ' E. Survey the condition of the building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures ' during selective demolition operations. F Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. ' 3.2 UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS A. Existing Services/Systems. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. ' 1 Comply with requirements for existing services/systems interruptions specified in Division 1 Section 'Summary B Service/System Requirements: Refer to Division 15 Section for shutting off disconnecting and ' sealing or capping utility services and mechanical / electrical systems. Do not start selective demolition work until utility disconnecting and sealing have been completed and verified in writing. 3.3 PREPARATION A. Site Access and Temporary Controls. Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. ' SELECTIVE DEMOLITION 01732 3 34 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Comply with requirements for access and protection specified in Division 1 Section 'Temporary Facilities and Controls. B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain 1 1 Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction to prevent water leakage and damage to structure and interior areas. 3 Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4 Cover and protect furniture furnishings, and equipment that have not been removed 5 Comply with requirements for temporary enclosures, dust control heating, and cooling specified in Division 1 Section 'Temporary Facilities and Controls. C Temporary Shoring Provide and maintain shoring bracing and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished Strengthen or add new supports when required during progress of selective demolition. SELECTIVE DEMOLITION GENERAL A. General- Demolish and remove existing construction only to the extent required by new construction and as indicated Use methods required to complete the Work within limitations of governing regulations and as follows: 1 Neatly cut openings and holes plumb square, and true to dimensions required Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3 Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain portable fire -suppression devices during flame -cutting operations. 4 Maintain adequate ventilation when using cutting torches. 5 Remove decayed vermin -infested or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 6 Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 7 Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 8 Dispose of demolished items and materials promptly B. Removed and Salvaged Items: 1 Clean salvaged items. 2 Pack or crate items after cleaning Identify contents of containers. SELECTIVE DEMOLITION 01732 4 F ' ICLALLAM COUNTY COURTHOUSE RE -ROOF 3 Store items in a secure area until delivery to Owner 4 Transport items to Owner's storage area designated by Owner 5 Protect items from damage during transport and storage. ' C Removed and Reinstalled Items. 1 Clean and repair items to functional condition adequate for intended reuse Paint equipment to match new equipment. 2 Pack or crate items after cleaning and repairing Identify contents of containers. 3 Protect items from damage during transport and storage 4 Reinstall items in locations indicated Comply with installation requirements for new ' materials and equipment. Provide connections, supports and miscellaneous materials necessary to make item functional for use indicated ' D Existing Items to Remain Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. ' 3.5 DISPOSAL OF DEMOLISHED MATERIALS ' A. General Except for items or materials indicated to be reused salvaged, reinstalled or otherwise indicated to remain Owner's property remove demolished materials from Project site and legally dispose of them ' 1 Do not allow demolished materials to accumulate on-site 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. ' 3 Remove debris from elevated portions of building by chute hoist, or other device that will convey debris to grade level in a controlled descent. B Burning Do not burn demolished materials. 36 CLEANING ' A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations Return adjacent areas to condition existing before selective demolition operations began END OF SECTION 01732 ISELECTIVE DEMOLITION 01732 5 --i CONTRACTOR'S PUNCH LIST WALLS ITEM # ROOM # ROOM NAME I ITEM FLOOR BASE CEILING REMARKS NORTH EAST SOUTH WEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DATE CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 01770 CLOSEOUT PROCEDURES PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including but not limited to the following. 1 Inspection procedures. 2 Project Record Documents. 3 Operation and Maintenance Manuals. 4 Warranties. 5 Final cleaning B Related Sections include the following - 1 Division 1 Section 'Payment Procedures' for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section 'Execution Requirements' for progress cleaning of Project site. 3 Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1 Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete and submit to the Architect. 2. Advise Owner of pending insurance changeover requirements. 3 Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4 Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases 5 Prepare and submit Project Record Documents, operation and maintenance manuals Final Completion construction photographs, damage or settlement surveys, and similar final record information 6 Deliver tools, spare parts extra materials, and similar items to location designated by Owner Label with manufacturer's name and model number where applicable. 7 Make final changeover of permanent locks and deliver keys to Owner Advise Owner's personnel of changeover in security provisions. 8 Complete startup testing of systems. 9 Submit test/adjust/balance records. ICLOSEOUT PROCEDURES 01770 1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 10 Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements ' 11 Advise Owner of changeover in heat and other utilities. 12 Submit changeover information related to Owner's occupancy use, operation and maintenance. ' 13. Complete final cleaning requirements, including touchup painting 14 Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B Inspection. Submit a written request for inspection for Substantial Completion. On receipt of ' request, Architect, will either proceed with inspection or notify Contractor of unfulfilled requirements Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by , Architect that must be completed or corrected before certificate will be issued 1 Re -inspection. Request re -inspection when the Work identified in previous inspections ' as incomplete is completed or corrected. 2 Results of completed inspection will form the basis of requirements for Final Completion. 14 FINAL COMPLETION , A. Preliminary Procedures. Before requesting final inspection for determining date of Final Completion, complete the following* ' 1 Submit a final Application for Payment according to Division 1 Section "Payment Procedures , 2 Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list) endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. ' 3 Submit evidence of final continuing insurance coverage complying with insurance requirements. 4 Instruct Owner's personnel in operation adjustment, and maintenance of products equipment, and systems. , B Inspection: Submit a written request for final inspection for acceptance On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. ' Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued 1 Re -inspection. Request re -inspection when the Work identified in previous inspections ' as incomplete is completed or corrected. 1 5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction ; including, if necessary areas disturbed by Contractor that are outside the limits of construction Use form at end of Section. 1 Organize list of spaces in sequential order ' 2 Organize items applying to each space by major element, including categories for ceiling individual walls, floors, equipment, and building systems. CLOSEOUT PROCEDURES 01770 2 ' ICLALLAM COUNTY COURTHOUSE RE -ROOF 3 Include the following information at the top of each page. a. Project name b Date. ' C. Name of Architect. d Name of Contractor e Page number 1 6 PROJECT RECORD DOCUMENTS ' A. General Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss Provide access to Project Record Documents for Architects reference during normal working hours. ' B Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. ' 1 Mark Record Prints to show the actual installation where installation varies from that shown originally Require individual or entity that obtained record data whether individual or entity is Installer subcontractor or similar entity to prepare the marked -up Record Prints. ' a Give particular attention to information on concealed elements that cannot be readily identified and recorded later b Accurately record information in an understandable drawing technique. ' C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d Mark Contract Drawings or Shop Drawings, whichever is most capable of showing ' actual physical conditions, completely and accurately Where Shop Drawings are marked show cross-reference on Contract Drawings. 2 Mark record sets with erasable red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3 Mark important additional information that was either shown schematically or omitted from original Drawings. 4 Note Construction Change Directive numbers, Change Order numbers, alternate ' numbers, and similar identification where applicable 5 Identify and date each Record Drawing include the designation 'PROJECT RECORD DRAWING' in a prominent location. Organize into manageable sets; bind each set with ' durable paper cover sheets. Include identification on cover sheets. 6 Contractor to hire a professional drafting firm to complete electronic record drawings of all changes noted on record prints. Record drawings are to be completed in AutoCAD V.2000 format based on backgrounds of Contract Documents provided by the Architect. Deliver (1) CD and (1) hardcopy to Architect, for review C Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation ' varies from that indicated in Specifications, addenda and contract modifications. 1 Give particular attention to information on concealed products and installations that ' cannot be readily identified and recorded later 2 Mark copy with the proprietary name and model number of products, materials, and equipment furnished including substitutions and product options selected 3 Note related Change Orders, Record Drawings, where applicable. CLOSEOUT PROCEDURES 01770 3 CLALLAM COUNTY COURTHOUSE RE -ROOF ' D Record Product Data. Submit one copy of each Product Data submittal Mark one set to indicate the actual product installation where installation varies substantially from that indicated ' in Product Data 1 Give particular attention to information on concealed products and installations that ' cannot be readily identified and recorded later 2 Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3 Note related Change Orders, Record Drawings, where applicable. ' E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for , continued use and reference 1 7 OPERATION AND MAINTENANCE MANUALS , A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem and piece of equipment not part of a system Include ' operation and maintenance data required in individual Specification Sections and as follows 1 Operation Data. a Emergency instructions and procedures. b System subsystem, and equipment descriptions, including operating standards. C. Operating procedures, including startup shutdown, seasonal, and weekend , operations d Description of controls and sequence of operations. e Piping diagrams. 2 Maintenance Data. ' a Manufacturer's information, including list of spare parts. ' b Name, address, and telephone number of Installer or supplier C. Maintenance procedures. d Maintenance and service schedules for preventive and routine maintenance. e Maintenance record forms. ' f Sources of spare parts and maintenance materials. g Copies of maintenance service agreements. h Copies of warranties and bonds. B. Organize operation and maintenance manuals into suitable sets of manageable size Bind and index data in heavy-duty 3 -ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title 'OPERATION AND MAINTENANCE MANUAL, Project name, and subject matter of contents. 1.8 WARRANTIES ' A. Submittal Time. Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is ' indicated. CLOSEOUT PROCEDURES 01770 4 a ' CLALLAM COUNTY COURTHOUSE RE -ROOF B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual 1 Bind warranties and bonds in heavy-duty 3 -ring, vinyl -covered loose-leaf binders thickness as necessary to accommodate contents, and sized to receive 8 -1/2 -by -11 inchpaper 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name address, and telephone number of Installer 3 Identify each binder on the front and spine with the typed or printed title 'WARRANTIES Project name and name of Contractor C Provide additional copies of each warranty to include in operation and maintenance manuals ' PART 2 PRODUCTS ' 21 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 EXECUTION 31 FINAL CLEANING A. General- Provide final cleaning Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations B Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each ' surface or unit to condition expected in an average commercial building cleaning and maintenance program Comply with manufacturers written instructions. ' 1 Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a Clean Project site, yard and grounds, in areas disturbed by construction activities, ' including landscape development areas, of rubbish, waste material litter and other foreign substances. b Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. ' C. Rake grounds that are neither planted nor paved to a smooth even -textured surface. d Remove tools, construction equipment, machinery and surplus material from Project site. e Remove snow and ice to provide safe access to building f Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural ' CLOSEOUT PROCEDURES U ES 01770 5 CLALLAM COUNTY COURTHOUSE RE -ROOF weathering of exterior surfaces. Restore reflective surfaces to their original condition. g Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap shampoo if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. I. Touch up and otherwise repair and restore marred exposed finishes and surfaces Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over 'UL and similar labels, including mechanical and electrical nameplates. m Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. n. Replace parts subject to unusual operating conditions. o Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. p Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers registers, and grills. q Clean ducts, blowers, and coils if units were operated without filters during construction. r Clean light fixtures, lamps, globes, and reflectors to function with full efficiency Replace burned -out bulbs, and those noticeably dimmed by hours of use and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. S. Leave Project clean and ready for occupancy C Comply with safety standards for cleaning Do not burn waste materials. Do not bury debris or excess materials on Owner's property Do not discharge volatile harmful or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully END OF SECTION 01770 CLOSEOUT PROCEDURES 01770 6 YJ 34004 9th Avenue South, Suite 12, Federal Way Washington 98003 ' Phone: (253) 927 5233 Fax (253) 924-0323 www.nowenvironmental.com GOOD FAITH PROJECT SPECIFIC PRE RENOVATION ASBESTOS INSPECTION Clallum County Court House ' Port Angles, Washington PROJECT" Good Faith Project Specific Asbestos Inspection Clallam County Court House ' NOW Project Number- 09-0066 LOCATION Clallam County Court House ' 223 E 4h Street Port Angeles, Washington CLIENT 223 E 4h Street ' Port Angeles, Washington SITE CONTACT Joel Winborn Division Manager ' Phone: (360) 417 2429 E-mail (winborn@co.clallam.wa.us) PROJECT DESCRIPTION Surveys will be conducted to Identify the presence and quantity of asbestos containing material in the built-up roofing system of the Clallam County Court House. ' EXECUTIVE SUMMARY This Good Faith Project Specific Asbestos Inspection was conducted at the subject location on Monday March 16 2009 ASBESTOS- 13 homogeneous roofing samples were extracted and analyzed for asbestos for the purpose of this Inspection. Locations from which samples were collected are ' keyed to the accompanying site sketch. 5 roofing component/systems were found to contain asbestos in detectable amounts and 8 component/systems were found to be non - detect for asbestos. Samples were analyzed a NVLAP accredited laboratory BUILDING The subject property Is a multi -story concrete structure built in 1987 with approximate) y DESCRIPTION 22,000 square feet of roof space. (Main roof and four secondary roofs) ' INSPECTION On Monday March 16, 2009 NOW Environmental Services inspected the subject locations DATE. and collected the samples described in this report. ' INSPECTOR ENDORSEMENT -rOzRon Coleman -- PROJECT 2:z� ' REVIEW �z Donna McNeal ANALYSIS Asbestos Polarized Light Microscopy EPA method 600/R — 93/166 METHOD - 34004 9th Avenue South, Suite 12, Federal Way Washington 98003 ' Phone: (253) 927 5233 Fax (253) 924-0323 www.nowenvironmental.com PARMETERS. According to Washington Administrative Code (WAC) 296-62-07721, prior to the start of work, a building owner must identify the presence, location, and quantity of ACM and/or presumed ACM (PACM) in the work area. This information must be communicated to contractors bidding on work, contractors performing other work, POS employees and tenants in or adjacent to the work area. The Puget Sound Clean Air Agency Regulation III, Article 4 requires that an asbestos survey be conducted prior to any renovation or demolition of existing buildings. This survey was intended to meet these regulatory requirements. ACM Is identified as those building materials containing greater than one percent (>1.0%) of asbestos as verified by laboratory analysis. All building materials fabricated prior to 1980 are assumed to contain asbestos unless proven otherwise by a licensed building Inspector DEFINITIONS ACM is subdivided Into three types, 1) Surfacing Materials: These are defined as those materials that are sprayed -on, toweled -on or otherwise applied to surfaces including, but not limited to, lath and plaster, acoustical plaster on ceilings, paints, fireproofing materials on structural members or other materials on surfaces applied for decorative purposes. 2) Thermal System Insulation (TSI)- These materials are defined as those applied to pipes, fillings, boilers, tanks, ducts or other structural components to prevent heat loss or gain 3) Miscellaneous Materials: All other building materials that may be ACM but not surfacing materials or TSI fall Into this category SAMPLES 13 primary asbestos bulk samples were extracted and analyzed for the purposes of this EXTRACTED, inspection. All other individual roofing components were not asbestos containing LIMITATIONS During demolition/renovation it is possible that additional suspect ACM may be discovered within assemblies and systems that were not accessible at the time of this survey Should any such suspect material be discovered, an AHERA-certified building inspector will have to sample and the materials tested by an approved laboratory to provide evidence that they are non -asbestos containing. NOW Environmental Services is neither responsible for the classification of materials that were not identifiable with reasonable diligence at the time of this Inspection, nor for the identification of materials beyond the scope for this project as we understand It. No hard measurements were taken of this facility; any quantities provided are approximated rough estimates to provide perspective and scope. Site sketches, when provided, are not to scale unless otherwise noted. Good Faith Pre Demolition Asbestos Inspection Clallum County Court Nouse Roofing Page Z of 3 NOW EnWronmental Servicas Protect # 09-0066 April 14, 2009 The following samples were found to contain asbestos in amounts greater than 1% Sample # Description Location Amount Analysis 02 Silver Coat on Roofing Parapet 2,506 SF 4.8% Chrysotile (PC) 06 Silver Coat on Roofing Parapet Quantity Given Above 8.9% Chrysotile (PC) 09 Silver Coat on Roofing Parapet Quantity Given Above 12% Chrysotile (PC) 11 Silver Coat on Roofing Parapet Quantity Given Above 3.1% Chrysotile (PC) 13 Silver Coat on Roofing Parapet Quantity Given Above 3.4% Chrysotile (PC) All other individual roofing components were not asbestos containing LIMITATIONS During demolition/renovation it is possible that additional suspect ACM may be discovered within assemblies and systems that were not accessible at the time of this survey Should any such suspect material be discovered, an AHERA-certified building inspector will have to sample and the materials tested by an approved laboratory to provide evidence that they are non -asbestos containing. NOW Environmental Services is neither responsible for the classification of materials that were not identifiable with reasonable diligence at the time of this Inspection, nor for the identification of materials beyond the scope for this project as we understand It. No hard measurements were taken of this facility; any quantities provided are approximated rough estimates to provide perspective and scope. Site sketches, when provided, are not to scale unless otherwise noted. Good Faith Pre Demolition Asbestos Inspection Clallum County Court Nouse Roofing Page Z of 3 NOW EnWronmental Servicas Protect # 09-0066 April 14, 2009 ATTACHMENTS ✓ Building Inspectors Certification ✓ Bulk Asbestos Sample Report and Chain of Custody ✓ Site Sketches ✓ Photographs D/sclalmer This report and Its contents are 1/mlted to Me scope and activities performed at the subject property as described, We ,represent that our services were performed withln the //mlts prescr/bed by app/lcab/e regu/at/ons and !n a manner consistent with the /eve/ of care and ski// ordinarily exerclsed by other professlonal consultants under s/m!/ar dreumstances. No other representat/on /s made to the cllent, axpr�essed or guarantee Is Included or Intended. mp/ledI, and no warranty or Good Falth Pro Demolldon Asbestos Inspect/on I Y Clallum County Court House Roofing 3 of3 NOW Environmental Services Project # 09-0066 Apr/1 Page ge of3 Asbestos 9000 Commerce Parkway Suite B Mt. Laurel, NJ 08054 IATLInternational 1 Testing Laboratories Telephone: 856-231-9449 Fax. 856-231-9818 CERTIFICATE OF ANALYSIS Client: Orion Environmental Senrices Report Date: 3/23/2009 34004 9th Ave S,Bldg A,Suite 5 Project: C1a11uinCoCourtliouse;3/16/09 I ` ' Federal Way WA 98003 Project No. 09-0066 ' i BULK SAMPLE ANALYSIS SUMMARY i Lab No, 3559597 Description / Location. Black/Yellow Roof Material ' Client No. 01 Area 1; Rolled Roofing i .o Asbestos T11)e %Non -Asbestos Fibrous Material Tye %Mort-Fibrous,\Material None Detected None Detected 5 Cellulose 80 is Fibrous Glass ' Lab No. 3559598 Description / Location. Metallic Paint Client No. 02 Area I; Rolled Roofing %Asbestos Tuve %Non -Asbestos Fibrous.Material Twe %Non -Fibrous Material PC 4.8 Chrysotile None Detected None Detected PC 95.2 ' Lab No. 3559599 Description / Location. Black Roof Material Client No. 03 Area I; Rolled Roof Edges ' %Asbestos TWe %Non -Asbestos Fibrous Material True % Non-FibrousMaterial None Detected None Detected None Detected None Detected 100 Lab No. '3559600 Description / Location. Black/Yellow Roof Material ' Client No. 04 Main Roof; Rolled Roofing i %Asbestos Tie %Non -Asbestos FibroushlateriaM Type %Non-Fibrous\Material ' None Detected None Detected 10 Fibrous Glass 88 2 Cellulose I 1I NIST-NVLAP No. 101165-0 NY -DOH No. 11021 AIHA Lab No. 100188 This confidential report relates only to those /tem(s) tested and does not represent an endorsement byNIST,AWAP AIHA or any agency ofthe U.S. gommment This report shall not be reproduced except in full, without written approval of the laboratory. Analysis hiethod: EPA 600/R-93/116 j r ! Comments: (PC) Indicates Stratified Point Count Method performed. Method not performed unless stated. Quantification at <0.25% by volume is possible with this method (PC—Trace) represents this limit of quantitation. (PC -Trace) means that asbestos was detected but is not quantifiable under the Point Counting regimen. Analysis includes all distinct separable layers in accordance with ! &PA 600 Method If not reported or otherwise noted, layer is either not present or the client has specifically requested that it not be analyzed. Small asbestos fibers maybe missed by PLM { duo to resolution limitations of the optical microscope. Therefore, negative PLM results cannot be guaranteed Electron Microscopy ed as a confirming technique. Regulatory Limit ' is based upon the sample matrix Analysis Performed By L. Solebello Approved By ' Frank E. Ehrenfeld, III Date: 3/23/2009 Page 1 of4 Laboratory Director IAinternational TL Asbestos Testing Laboratories 9000 Commerce Parkway Suite B kit. laurel, NJ 08054 ' Telephone: 856-231-9449 Fax. 856-231-9818 CERTIFICATE OF ANALYSIS Client: Orion Environmental Senrices 34004 9t11 Ave S,Bldg A,Suite 5 Federal Way WA 98003 Report Date: 3/23/2009 Project: ClallumCoCourtllouse;3/16/09 Project No. 09-0066 BULK SAMPLE ANALYSIS SUMMARY Lab No. 3559601 Description / Location. Black/Yello%v Roof Material Client No. 05 Main Roof; Rolled Roofing % Asbestos TNW %Non -Asbestos Fibrous kiaterial Tore %Non -Fibrous Material None Detected None Detected 10 Fibrous Glass 85 5 Cellulose Lab No. 3559602 Description / Location. Black/Metallic Tar/Paint Client No. 06 Main Roof; Roiled Roofing % Asbestos TWO % Non -Asbestos Fibrous Material Ttvc % Non -Fibrous klaterial PC 8.9 Chrysotilo None Detected None Detected PC 91.1 Lab No. 3559603 Description / Location: Black Roof Material Client No. 07 Main Roof % Asbestos TWO %Non -Asbestos Fibrous kiaterial Tuve %Non -Fibrous Material Done Detected None Detected Trace Cellulose 100 Lab No. 3559604 Description / Location. Black,/Yellow Roof Material Client No. 08 Area 4• Rolled Roofing % Asbestos Tuve % Non -Asbestos Fibrous kiaterial Tin„ % Non -Fibrous klalerial None Detected None Detected 15 Fibrous Glass 75 l0 Cellulose MST-NVLAP No. 101165-0 NY -DOH No. 11021 AMA Lab No.100188 This confidential report relates only to those lteni(s) tested and does not represent an endorsement by MST -N AP Ali4A or any agency of the U Z gmvrnment This report sholl not be reproduced except In full %ithout %ritten apprnnl ofthe laboratory. Analysis Method: EPA 600/R 93/116 Comments: (PC) Indicates Stratified Point Count Method performed Method not performed unless stated. Quantification at <0.25% by volume is possible with this method (PC—Trace) represents this limit of quantitation (PC -Trace) means that asbestos was detected but is not quantifiable under the Point Counting regimen. Analysis includes all distinct separable layers in accordance with EPA 600 Iviethod If not reported or otherwise noted, layer is either not present or the client has specifically requested that it not be anal)zcd. Small asbestos fibers maybe missed by PLlvi due to resolution limitations of the optical microscope. Therefore. negative PLM results cannot be guaranteed Electron Microscopy can be used as a confirming technique. Regulatory Limit is based upon the sample matrix Analysis Performed By L. Solebello ,. i Date: 3/23/2009 Page 2 o£4 I IATL International Asbestos 9000 Commerce Parkway Suite B Mt. Laurel, NJ 08054 Testing Laboratories Telephone: 856-231-9449 Fax: 856.231-9818 I i CERTIFICATE OF ANALYSIS Client- Orion Environmental Services Report Date: 3/23/2009 34004 9th Ave S Bldg A,Suite 5 Project. ClallunlCoCourthouse;3/16/09 Federal Way WA 98003 Project No. 09-0066 BULK SAMPLE ANALYSIS SUMMARY Lab No. 3559605 Description / Location Black/Metallic Tar/Paint I Client No. 09 Area 4 %Asbestos True % Non -Asbestos Fibrous Material TrIae % Non -Fibrous Material 12 Chrysotile None Detected None Detected 88 Lab No. 3559606 Description / Location. BlackfYello%v Roof Material Client No. 10 Area 2, Rolled Roofing !o Asbestos LZ %Non -Asbestos Fibrous Nviaterial Tvoe % Non -Fibrous Material None Detected None Detected 5 Cellulose 80 15 Fibrous Glass Lab No. 3559607 Description / Location Metallic Paint Client No. H. Area 2 %Asbestos Tw) %Non -Asbestos Fibrous Material Troe %Non -Fibrous Material PC 3 1 Chrysolite 2 Wollastonite PC 94.9 Lab No. 3559608 Description / Location Black/Yellow Roof Material Client No. 12 Area 3 Rolled Roofing % Asbestos wig %Non -Asbestos Fibrous Material° T17t� /o Non-Fibron;jMntcriel None Detected None Detected Trace Cellulose 85 15 Fibrous Glass NIST-NVLAP No. 101165-0 NY -DOH No. 11021 AIHA Lab No. 100188 71ds cot J7dentlal report relates only to those Itent(s) tested mrd does not represent on endorsement by XISr,\ KAP Alyn or wryagency ojthc U.S. goventmem 77nis report shall not be reproduced except In full, withaw written approval of the laboratory: Analysis Method: EPA 600/R-93/116 Comments: (PC) Indicates Stratified Point Count Method perfonned. Method not performed unless stated. Quantification at <0.25% by volume is possible with this method. (PC—Trace) represents this limit of quantitation. (PC Trace) means that asbestos was detected but is not quantifiable under the Point Counting regimen. Analysis includes all distinct separable layers in accordance with EPA 600 hlethod. If not reported or otherwise noted, layer is either not present or lite client has specifically requested that it not be analyzed. Small asbestos fibers may be missed by PLM due to resolution lunitadons of the optical microscope. Therefore, negative PLM results cannot be guaranteed Electron Microscopy can be used its a confirming . technique. Regulatory Limit is based upon the sample matrix. Analysis Performed By L. Solebello IDate: 3/23/2009 Page 3 of 4 IATLInternational Asbestos Testing Laboratories 9000 Commerce Parkway Suite B Mt. Laurel, N108054 Telephone: 856.231-9449 Fac. 856-231-9818 CERTIFICATE OF ANALYSIS Client: Orion Environmental Services Report Date: 3/23/2009 34004 9th Ave S,Bldg A,Suite 5 Project: ClalluniCoCourthouse;3/16/09 Federal Way WA 98003 Project No. 09-0066 BULK SAMPLE ANALYSIS SUMMARY Lab No. 3559609 Description / Location, Metallic Paint Client No. 13 Area 3 to Asbestos Tvoe % Non -Asbestos Fibrous Material LT -C % Non -Fibrous Material PC 3.4 Chrysotile 2 Wollastonite PC 94.6 NIST-NVLAP No. 101165-0 NY DOH No. 11021 AIRA Lab No. 100188 77ds cot Jldattial report relates only to those hem(s) tested and dues not represent an endorsement by AVI' MMAP AIHA or any agency ofr& U.K.. government This report shall not be reproduced except in full, uithaut is ritten approval ojthe laboratory Analysis Method: EPA 600/R-93/116 Comments: (PC) Indicates Stratified Point Count Method performed. Method not performed unless stated_ Quantification at <0.25% by volume is possible with this method. (PC—Trace) represents this limit of quantitation. (PC -Trace) means that asbestos was detected but is not quantifiable under the Point Counting regimen. Analysis includes all distinct separable layers in accordance with EPA 600 Method. If not reported or otherwise noted, layer is either not present or the client has specifically requested that it not be analyzed. Small asbestos fibers may be missed by PLM due to resolution limitations orthe optical microscope. Therefore, negative PLM results cannot be guaranteed. Electron Microscopy can be used as a confirming technique. Regulatory Limit is based upon the sample matrix. Analysis Performed By L. Solebello Date: 3/23/2009 Page 4 of4 International Asbestos Testing Laboratories 9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054 Tel. 856 231-9449 Fax 856 231-9818 Chainof Custody Project No. rsvcTI s7 �11�1�:L%i� r Contact: z. C Pager. CI Asbestos Lead Other Ak ��Bulk [ ] Dust [ l Air [ ] Soil - [ ] Burk [ I Paint [ l Water [ ] Other [ ] mater [ ] Other IAnalysis Method. ' Turnaround Time: 0 Sample Numbers. Chain of Custody - [ ] PCM NIOSH 7400 PLM Bulk Asbwos EPA600 [ ) PCM OSHA [ ] PLM Point Counting imi [ ] PCM oma [ ] PLM NOB via 195.1(PLM only) [ ] If <1% by PLM, to TBM via 198A [ ] AAS Mom 7082 (Air) to mat NY8DOH " [ ] AAS Lead in Deialdng water (* «call, to confirm TATI) [ ] AAS Lead in Mint ASTM D3335 -95a [ ] AAS Lead DaMV4. [ ] AAS Omer Metals / Soil TM AHERA TEM NIOSH 7402 TEM EPA l oval it TEM i-fimvaa/wipe TEM Asbastw in water TEM $„le Analysis TEM NOB 192.4 TEM Other Total Dust NIosH osoo FAX. Verbals. date / tims date / t;ma ] 10 Day [ ) 5 Day [ ] 3. Day [ ) 2 Day j ] 1 Day [ ) 6 hour WRUSH Preliminary FAVVerbal Results Requested by - Client #(s): , C7 13 - (St"t) (Wd) Relinquished: Received: Sample Log -in` '�'� ? Sample Prep: Analyzed: QAIQC Review, Archived/Released: QA/QC IATL#(s): - Total:_ (sem) (and) 1 r: Date: 5- Time: J Date: j A11.111 2 , ! Date: ! 09 Date: FEE. Date: ' J.r Date: - ; Time: Use: Date: Time: Client: Phone: ' FAX. special Instructions: ' Type: Tel. 856 231-9449 Fax 856 231-9818 Chainof Custody Project No. rsvcTI s7 �11�1�:L%i� r Contact: z. C Pager. CI Asbestos Lead Other Ak ��Bulk [ ] Dust [ l Air [ ] Soil - [ ] Burk [ I Paint [ l Water [ ] Other [ ] mater [ ] Other IAnalysis Method. ' Turnaround Time: 0 Sample Numbers. Chain of Custody - [ ] PCM NIOSH 7400 PLM Bulk Asbwos EPA600 [ ) PCM OSHA [ ] PLM Point Counting imi [ ] PCM oma [ ] PLM NOB via 195.1(PLM only) [ ] If <1% by PLM, to TBM via 198A [ ] AAS Mom 7082 (Air) to mat NY8DOH " [ ] AAS Lead in Deialdng water (* «call, to confirm TATI) [ ] AAS Lead in Mint ASTM D3335 -95a [ ] AAS Lead DaMV4. [ ] AAS Omer Metals / Soil TM AHERA TEM NIOSH 7402 TEM EPA l oval it TEM i-fimvaa/wipe TEM Asbastw in water TEM $„le Analysis TEM NOB 192.4 TEM Other Total Dust NIosH osoo FAX. Verbals. date / tims date / t;ma ] 10 Day [ ) 5 Day [ ] 3. Day [ ) 2 Day j ] 1 Day [ ) 6 hour WRUSH Preliminary FAVVerbal Results Requested by - Client #(s): , C7 13 - (St"t) (Wd) Relinquished: Received: Sample Log -in` '�'� ? Sample Prep: Analyzed: QAIQC Review, Archived/Released: QA/QC IATL#(s): - Total:_ (sem) (and) 1 r: Date: 5- Time: J Date: j A11.111 2 , ! Date: ! 09 Date: FEE. Date: ' J.r Date: - ; Time: Use: Date: Time: j v -rim � i NOWENM0jN% ENTAL SERPYCES SAMPLE CUSTODYFORM PROJECT NUMBER0 o c -6 CLJ NT NA1VZ4 c'l c.:--i�acr-_ �,.J SITE ADDRESS RELINQUISHED BX . ADDRESS- LAYER DATE / TDM. -% c-. �z QTY TREAT % TELEPHONE. u INSPECTOR. RECENED BY EAX, DATE SAMPLED DATE / TEvm' CELLULAR: Cl 4 HOUR 024-HOURAY Gn�vo- SAMPLE LAB MATERIAL DESCRIPTION MATERIAL LAYER EACS QTY TREAT % TYPE OTHER NO. NO. ID AND LOCATION FIBERS SUBSTRATE OF MATERIAL /G �o r.' 5-Ae- 7 9 k'�- �.�, . / r, -L -Lica r- 0155959 a -j 2 e� 00 t O'er %?- -45M 593 i✓ �G > mac,. / ':. ..� d � 355c 51S 013 r �o�t, -� ���w / �G. �. ��,�,�� moo � ��p �<< >-, , . i/-ZcX55960 L � V 9 S 559 0 p i<- 5-c" _ - 4- z 559 0 3 3559 PAGE I OF Z NOWENVIRONMENTAL SER VICESAMPLE CUSTODYFORM PROJECTATAMERoy oo6E) n C4 CLIENT NAME .^ SITE ADDRESS• RELINQIJIS$ED BY [- ADDRESS: d- y �- .�� . �� r� �� Ste' DATE /TIME. TELEPHONE. lac: / T y z INSPECTOR. CRECEIVED BY FAX. DATE SAMPLED• ,�% j C DATE / TIIVIE. CELLULAR: O 4 HOUR 024 -HOUR DAY SAMPLE NO. LAB NO. MATERL4.L DESCRIPTION MATERIAL ID LAYER AND SURSTRATE EACH LOCATION OF MATERIAL QTY TREAT % TYPE OTHER FIBERS 99 -� ID[ 1//e:-� Jo P ,J7 `ems )/ 35 35 9 08 �' f1 Jar f acs / L, "-� i-�, ,, � �-� 3559609 3�31� PAGE --C OF -� Clallum County Courthouse Port Angeles, VSA . . . . . . . . . . . . . . lk. . ........ 4W, ... . xM6R ;L t � 1 r.. 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" • .'ry •fin;',,,.» r' ��' � ' '. � � ` � '`" ' r • ';.•a Irl . /n. � •t vh ; r L 1 �•ti � t• tt � •�J � M •: 1� S ht •� `� _.._ -�.r .» CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 02077 -NON-FRIABLE ASBESTOS -CONTAINING ROOFING PART 1 GENERAL 1.01 SCOPE OF WORK A. This section covers removal of non -friable asbestos roofing materials such as; built-up roofing cement asbestos board (transite) or asphalt shingles that have been determined to be non - friable by the Owner's Consultant. The Contractor shall verify that planned removal methods are acceptable within the Washington State Department of Labor and Industries (L&I) rules and the Olympic Region Clean Air Agency (ORCAA) guidelines for maintaining exempt status of this material. B. Bulk asbestos samples of roofing material were collected by the Owner's Roofing Consultant. Additional roofing samples may be necessary C This testing performed by the Owner shall not alleviate the contractor from any responsibility for complying with L&I and ORCAA rules. The Owner or its Environmental Consultant cannot be held liable for any citations of non-compliance or injury as a result of the Work. D All penetrations into the built-up roof membrane that contain asbestos are to be performed using properly trained personnel. 1 02 RELATED WORK A. Not Used B. Not Used 1 03 REFERENCED STANDARDS TO BE INCORPORATED INTO THIS SECTION A. 29 CFR 1926.1101 OSHA Occupational Exposure to Asbestos, Construction Industry Standard B. Johnson Roofing Co. Inc. OSHA Agreement #94-41039 March 15, 1995. C. US Environmental Protection Agency National Emissions Standards for Hazardous Air Pollutants (NESHAPS). (Code of Federal Regulations Title 40 Part61 Subparts A and M ) D DOT Regulations 49 CFR 171 & 172. E. WAC 296-62 PART 1-1 — Asbestos, Tremolite Anthophyllite, and Actinolite F WAC 196-155 Part 2 — Safety Standards for Construction Work G. ORCAA Rule 6.3 Asbestos 1.04 ASBESTOS RELATED PROCEDURES A. Removal of the built-up roofing that contains asbestos and that is intact is to be performed in compliance with OSHA 1926 1101 the Johnson Roofing Co Inc. /OSHA Agreement #94- 41039 March 15, 1995 as a minimum NON -FRIABLE ASBESTOS -CONTAINING ROOFING 02077 1 CLALLAM COUNTY COURTHOUSE RE -ROOF I ..J B. The following procedure shall be followed at a minimum 1 Provide a competent person on the job -site at all times during roof removal. The competent person is defined in the Johnson Roofing Co Inc. Assoc./OSHA Agreement #94-41039 March 15 1995, as a minimum. 2. The competent person shall determine the following: ' a That the material is intact or is non intact. b. That appropriate work practices for removal of roofing are utilized C. That all workers engaged in the removal are properly trained. d. That air monitoring is performed. ' 3 Contractor is to follow all procedures according to OSHA 1926 1101 and the OSHA Agreement #94-41039 March 15 1995. ' 4 The Contractor is responsible for ORCAA notifications and associated fees. 1.05 REMOVAL PROCEDURES FOR ASBESTOS -CONTAINING BUILT-UP ROOFS ' A. Roofing shall be removed in an intact state to the extent feasible. B. Wet methods shall be used to remove roofing materials that are not intact, or that will be r rendered not intact during removal, unless such wet methods are not feasible or will create safety hazards. ' C Cutting machines shall be continuously misted during use, unless a competent person determines that misting substantially decreases worker safety D When removing built-up roofs using a power roof cutter all dust resulting from the cutting operation shall be collected by a HEPA dust collector or shall be HEPA vacuumed by vacuuming along the cut line, or by gently sweeping and then carefully and completely wiping up the still -wet dust and debris left along the cut line. The dust and debris shall be immediately bagged or placed in covered containers. E. Roof material that has been removed from a roof shall not be dropped or thrown to the ground , Unless the material is carried or passed to the ground by hand it shall be lowered to the ground via covered dust -tight chute, crane, or hoist. F Any areas of asbestos -containing roofing material that is not intact shall be lowered to the ' ground as soon as practicable, but in any event, no later than the end of the work shift. While the material remains on the roof it shall be kept wet, placed in an impermeable waterproof bag, or wrapped in plastic sheeting. ' G. Upon being lowered, unwrapped material shall be transferred to a closed receptacle in such a manner as to preclude the dispersion of dust. H. Roof level heating and ventilation air intake sources shall be isolated and the ventilation system shall be shut down during demolition and roof system installation. NON -FRIABLE ASBESTOS -CONTAINING ROOFING 02077 2 ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' 1 06 DISPOSAL OF ASBESTOS -CONTAINING ROOFING MATERIAL ' A. The Contractor is required to notify the landfill operator of proposed disposal materials, confirming that the asbestos -containing roofing materials are acceptable at that landfill ' B. The Contractor is to confirm what method of disposal is required and perform transportation, packaging and disposal accordingly C The Contractor is to provide to the owner a sighed written confirmation from the landfill operator ' of items 1.06A and 1 06B above. D Provide the appropriate manifest, signed by the Contractor and landfill operator to the Owner ' within 10 days of the time the material left the site. END OF SECTION 02077 tNON -FRIABLE ASBESTOS -CONTAINING ROOFING 02077 3 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 05500 METAL FABRICATIONS PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes the following 1 Metal ladders 2 Ladder safety cages. 3 Guard Rails. B. Products furnished but not installed under this Section include the following 1 Loose steel lintels. 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance of Ladders: Provide ladders capable of withstanding the effects of loads and stresses within limits and under conditions specified in ANSI A14.3 B Thermal Movements: Provide exterior metal fabrications that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling opening of joints, overstressing of components failure of connections and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1 Temperature Change (Range) 120 deg F ambient; 180 deg F material surfaces. 14 SUBMITTALS A. Product Data For the following: 1 Non -slip aggregates and non -slip -aggregate surface finishes. 2 Grout. B Shop Drawings. Show fabrication and installation details for metal fabrications. 1 Include plans elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 2 Provide templates for anchors and bolts specified for installation under other Sections 3 For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation METAL FABRICATIONS 05500 1 CLALLAM COUNTY COURTHOUSE RE -ROOF I C Welding certificates. ' D Qualification Data: For professional engineer 1.5 QUALITY ASSURANCE ' A. Welding- Qualify procedures and personnel according to the following 1 AWS D1 1 'Structural Welding Code --Steel 2. AWS D1.3, 'Structural Welding Code --Sheet Steel 1 6 PROJECT CONDITIONS ' A. Field Measurements: Verify actual locations of walls and other construction contiguous with ' metal fabrications by field measurements before fabrication and indicate measurements on Shop Drawings. 1 Established Dimensions: Where field measurements cannot be made without delaying ' the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. ' 2 Provide allowance for trimming and fitting at site 17 COORDINATION ' A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor , bolts, and items with integral anchors, that are to be embedded in concrete or masonry Deliver such items to Project site in time for installation. B Coordinate installation of steel weld plates and angles for casting into concrete that are , specified in this Section but required for work of another Section. Deliver such items to Project site in time for installation. PART 2 PRODUCTS ' 21 MANUFACTURERS ' A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection. 1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to products specified 2. Products: Subject to compliance with requirements, provide one of the products ' specified. 3 Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to ; manufacturers specified METAL FABRICATIONS 05500 2 ' CLALLAM COUNTY COURTHOUSE RE -ROOF 2.2 METALS GENERAL A. Metal Surfaces General Provide materials with smooth flat surfaces, unless otherwise indicated For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.3 FERROUS METALS A. Steel Plates Shapes, and Bars. ASTM A 36/A 36M. B Rolled -Steel Floor Plate: ASTM A 786 rolled from plate complying with ASTM A 36 or ASTM A 283 Grade C or D C Steel Tubing ASTM A 500 cold -formed steel tubing D Steel Pipe ASTM A 53/A 53M standard weight (Schedule 40), unless another weight is indicated or required by structural loads. ' 24 A. B C D E F G H I J FASTENERS General. Unless otherwise indicated provide Type [304] [316] stainless-steel fasteners for exterior use and zinc -plated fasteners with coating complying with ASTM B 633 Class Fe/Zn 5 at exterior walls. Provide stainless-steel fasteners for fastening aluminum Select fasteners for type grade and class required Steel Bolts and Nuts: Regular hexagon -head bolts ASTM A 307 Grade A, with hex nuts, ASTM A 563 and where indicated flat washers. Anchor Bolts. ASTM F 1554 Grade 36 1 Provide hot -dip or mechanically deposited zinc -coated anchor bolts where item being fastened is indicated to be galvanized Eyebolts: ASTM A 489 Machine Screws: ASME B18 6.3 Lag Bolts ASME 818.2.1 Wood Screws: Flathead ASME B18 6 1 Plain Washers. Round ASME 1318.22.1 Lock Washers. Helical spring type, ASME 618.21 1 Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain, without failure a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488 conducted by a qualified independent testing agency 1 Material for Anchors in Interior Locations: Carbon -steel components -zinc-plated to comply with ASTM B 633 Class Fe/Zn 5 IMETAL FABRICATIONS 05500 3 CLALLAM COUNTY COURTHOUSE RE -ROOF 2. Material for Anchors in Exterior Locations. Alloy Group 1 stainless-steel bolts complying with ASTM F 593 and nuts complying with ASTM F 594 2.5 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded B. Galvanizing Repair Paint: High -zinc -dust -content paint for re -galvanizing welds in steel complying with SSPC-Paint 20 C Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187 D Non -shrink, Metallic Grout: Factory -packaged ferrous -aggregate grout complying with ASTM C 1107 specifically recommended by manufacturer for heavy-duty loading applications. E. Non -shrink, Nonmetallic Grout: Factory -packaged non -staining non -corrosive, non-gaseous grout complying with ASTM C 1107 Provide grout specifically recommended by manufacturer for interior and exterior applications. F Concrete Materials and Properties. Comply with requirements in Division 3 Section 'Cast -in - Place Concrete for normal -weight, air -entrained ready -mix concrete with a minimum 28 -day compressive strength of 3000 psi, unless otherwise indicated 26 FABRICATION GENERAL A. Shop Assembly- Pre -assemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Cut, drill, and punch metals cleanly and accurately Remove burrs and ease edges to a radius of approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. C Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D Form exposed work true to line and level with accurate angles and surfaces and straight edges. E. Weld corners and seams continuously to comply with the following 1 Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap 3. Remove welding flux immediately 4 At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after.finishing and contour of welded surface matches that of adjacent surface. F Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible Where exposed fasteners are required, use Phillips flat -head (countersunk) screws or bolts, unless otherwise indicated. Locate joints where least conspicuous. METAL FABRICATIONS 05500 4 S , � sA ' CLALLAM COUNTY COURTHOUSE RE -ROOF t G Fabricate seams and other connections that will be exposed to weather in a manner to exclude water Provide weep holes where water may accumulate. H Cut, reinforce drill, and tap metal fabrications as indicated to receive finish hardware screws, ' and similar items. I Provide for anchorage of type indicated coordinate with supporting structure. Space anchoring ' devices to secure metal fabrications rigidly in place and to support indicated loads. 2.7 MISCELLANEOUS STEEL TRIM ' A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter corners and use concealed ' field splices where possible. B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. 1 Provide with integrally welded steel strap anchors for embedding in concrete or masonry construction. C Galvanize exterior miscellaneous steel trim ' 2.8 METAL LADDERS A. General ' 1 Comply with ANSI A14.3 unless otherwise indicated 2. For elevator pit ladders, comply with ASME A17 1 3 Space siderails 18 inches apart, unless otherwise indicated ' 4 Support each ladder at top and bottom and not more than 60 inches o c. with welded or bolted brackets made from same metal as ladder B Steel Ladders ' 1 Siderails: Continuous, 1/2 -by -2 1/2 -inch steel flat bars, with eased edges. 2 Rungs: 3/4 -inch -diameter steel bars. 3 Fit rungs in centerline of side -rails; plug -weld and grind smooth on outer rail faces. ' 4 Provide non -slip surfaces on top of each rung, either by coating rung with aluminum - oxide granules set in epoxy -resin adhesive or by using a type of manufactured rung filled with aluminum -oxide grout. t 5 Provide non -slip surfaces on top of each rung by coating with abrasive material metallically bonded to rung by a proprietary process. 6 Galvanize exterior ladders, including brackets and fasteners. ' 2.9 LADDER SAFETY CAGES A. General ' 1 Fabricate ladder safety cages to comply with ANSI A14.3 Assemble by welding or with stainless-steel fasteners. METAL FABRICATIONS 05500 5 CLALLAM COUNTY COURTHOUSE RE -ROOF 2. Provide primary hoops at tops and bottoms of cages and spaced not more than 20 feet o.c. Provide secondary intermediate hoops spaced not more than 48 inches o.c. between primary hoops. 3 Fasten assembled safety cage to ladder rails and adjacent construction by welding or with stainless-steel fasteners, unless otherwise indicated B. Steel Ladder Safety Cages. 1 Primary Hoops: 1/4 -by -4 -inch flat bar hoops. 2 Secondary Intermediate Hoops: 1/4 -by -2 -inch flat bar hoops. 3 Vertical Bars. 3/16 -by -1 1/2 -inch flat bars secured to each hoop 4 Galvanize exterior ladder cages including fasteners. C Guard Rails: 1 Rails and Stanchions: 2 -inch std Pipe 2. Stanchion Base: 6 inch by 6 inch by 1/2 inch steel plate 2.10 FINISHES GENERAL A. Comply with NAAMM's 'Metal Finishes Manual for Architectural and Metal Products' for recommendations for applying and designating finishes. B Finish metal fabrications after assembly 2 11 STEEL AND IRON FINISHES A. Galvanizing Hot -dip galvanize items as indicated to comply with applicable standard listed below - 1 ASTM A 123/A 123M, for galvanizing steel and iron products. 2 ASTM A 153/A 153M, for galvanizing steel and iron hardware. PART 3 EXECUTION 31 INSTALLATION GENERAL A. Cutting Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb true and free of rack; and measured from established lines and levels. B Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. C Fastening to In -Place Construction. Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts toggle bolts, through bolts, lag bolts, wood screws, and other connectors. METAL FABRICATIONS 05500 6 CLALLAM COUNTY COURTHOUSE RE -ROOF D Corrosion Protection. Coat concealed surfaces of aluminum that will come into contact with grout, concrete masonry wood or dissimilar metals with a heavy coat of bituminous paint. 3.2 ADJUSTING AND CLEANING A. Touchup Painting Immediately after erection, clean field welds, bolted connections and abraded areas Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop -painted surfaces 1 Apply by brush or spray to provide a minimum 2 0 -mil dry film thickness. B Touchup Painting. Cleaning and touchup painting of field welds bolted connections, and abraded areas of shop paint are specified in Division 9 painting Sections. C Galvanized Surfaces. Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780 END OF SECTION 05500 METAL FABRICATIONS 05500 7 1 1 11 r r CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 06100 ROUGH CARPENTRY PART 1 GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following 1 Framing with dimension lumber 2 Rooftop equipment bases and support curbs 3 Wood blocking cants, and nailers. 4 Wood sleepers. 1.3 DEFINITIONS A. Exposed Framing Framing not concealed by other construction. B. Dimension Lumber- Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. C Timber- Lumber of 5 inches nominal or greater in least dimension. D Lumber grading agencies, and the abbreviations used to reference them, include the following 1 NLGA. National Lumber Grades Authority 2. WCLIB. West Coast Lumber Inspection Bureau 3 WWPA. Western Wood Products Association. 14 SUBMITTALS A. Product Data For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details. 1 Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained 2 Include copies of warranties from chemical treatment manufacturers for each type of treatment. 1.5 DELIVERY STORAGE, AND HANDLING A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. ROUGH CARPENTRY 06100 1 I PART 2 PRODUCTS 2.1 2.2 CLALLAM COUNTY COURTHOUSE RE -ROOF WOOD PRODUCTS GENERAL A. Lumber- Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated 1 Factory mark each piece of lumber with grade stamp of grading agency 2. Provide dressed lumber S4S, unless otherwise indicated WOOD -PRESERVATIVE TREATED LUMBER A. Preservative Treatment by Pressure Process: AWPA C2 except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). 1 Preservative Chemicals. Acceptable to authorities having jurisdiction and containing no arsenic or chromium B. Kiln -dry lumber after treatment to a maximum -moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material C Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review D Application Treat all rough carpentry - 1 Wood cants, nailers, curbs, equipment support bases, blocking and similar members in connection with roofing, flashing 2 Wood sills, sleepers, blocking and similar concealed members in contact with masonry or concrete. 2.3 MISCELLANEOUS LUMBER A. General Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following 1 Blocking. 2. Nailers. 3 Rooftop equipment bases and support curbs. 4 Cants. B. For items of dimension lumber size, provide Construction or No. 2 grade lumber with 19 percent maximum moisture content of any species. C. For concealed boards, provide lumber with 19 percent maximum moisture content and the following species and grades: 1 Western woods, Construction or No 2 Common grade* WCLIB or WWPA. ROUGH CARPENTRY 06100 2 CLALLAM COUNTY COURTHOUSE RE -ROOF ' D For blocking not used for attachment of other construction, Utility Stud or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. ' E For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. ' F For furring strips for installing plywood or hardboard paneling select boards with no knots capable of producing bent -over nails and damage to paneling ' 24 FASTENERS A. General Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture 1 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 B Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure a load equal to 6 times the load imposed when installed in ' unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency ' 1 Material Carbon -steel components zinc plated to comply with ASTM B 633 Class Fe/Zn 5 -' PART 3 EXECUTION 31 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. Locate nailers, blocking and similar supports to comply with requirements for attaching other construction B Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. C Securely attach rough carpentry work to substrate by anchoring and fastening as indicated complying with the following 1 NES NER-272 for power -driven fasteners. 2. Table 2304.9 1 'Fastening Schedule in the ICC International Building Code. D Use common wire nails, unless otherwise indicated Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood, do not countersink nail heads, unless otherwise indicated ROUGH CARPENTRY 06100 3 CLALLAM COUNTY COURTHOUSE RE -ROOF 3.2 WOOD BLOCKING AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated 3.3 PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather If despite protection, inorganic boron -treated wood becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA -registered label. B Protect rough carpentry from weather If despite protection, rough carpentry becomes wet, apply EPA -registered borate treatment. Apply borate solution by spraying to comply with EPA - registered label END OF SECTION 06100 ROUGH CARPENTRY 06100 4 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 06160 SHEATHING PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section 1.2 SUMMARY A. This Section includes the following 1 Wall sheathing 2 Roof sheathing 1 3 DELIVERY STORAGE AND HANDLING A. Stack plywood and other panels flat with spacers between each bundle to provide air circulation Provide for air circulation around stacks and under coverings. PART 2 PRODUCTS 2.1 WOOD PANEL PRODUCTS GENERAL A. Plywood DOC PS 1 B Oriented Strand Board Not allowed C Thickness. As needed to comply with requirements specified but not less than thickness indicated D Factory mark panels to indicate compliance with applicable standard 2.2 WALL SHEATHING A. Plywood Wall Sheathing Exterior Structural I sheathing. 1 Span Rating Not less than 24/0 2 Nominal Thickness Match existing which is noted as 3/4 on original documents. 23 FASTENERS A. General Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture SHEATHING 06160 1 24 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 For wall sheathing provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B Nails, Brads, and Staples: ASTM F 1667 C Power -Driven Fasteners: NES NER 272 D Wood Screws. ASME 618 6 1 E. Screws for Fastening Wood Structural Panels to Cold -Formed Metal Framing ASTM C 954 except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened 1 For wall sheathing panels, provide screws with organic -polymer or other corrosion - protective coating having a salt -spray resistance of more than 800 hours according to ASTM B 117 MISCELLANEOUS MATERIALS A. Flexible Flashing Composite, self-adhesive, flashing product consisting of a pliable, rubberized -asphalt compound bonded to a high-density cross -laminated polyethylene film to produce an overall thickness of not less than 0.040 inch. 1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to the following 2 Products. Subject to compliance with requirements, provide one of the following a Carlisle Coatings & Waterproofing CCW 705-TWF Thru-Wall Flashing B Primer for Flexible Flashing. Product recommended by manufacturer of flexible flashing for substrate. PART 3 EXECUTION 31 INSTALLATION GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. B Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction, unless otherwise indicated C Securely attach to substrate by fastening as indicated complying with the following 1 NES NER 272 for power -driven fasteners. 2. Table 2304 9 1 "Fastening Schedule in ICC 'International Building Code D Use common wire nails unless otherwise indicated Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood SHEATHING 06160 2 CLALLAM COUNTY COURTHOUSE RE -ROOF E Coordinate wall and roof sheathing installation with flashing and joint -sealant installation so these materials are installed in sequence and, manner that prevent exterior moisture from passing through completed assembly F Do not bridge building expansion joints cut and space edges of panels to match spacing of structural support elements. G Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. 3.2 WOOD STRUCTURAL PANEL INSTALLATION A. General Comply with applicable recommendations in APA Form No E30S 'Engineered Wood Construction Guide for types of structural -use panels and applications indicated B Fastening Methods. Fasten panels as indicated below - 1 Wall and Roof Sheathing a Nail or staple to wood framing Apply a continuous bead of glue to framing members at edges of wall sheathing panels b Screw to cold -formed metal framing C. Space panels 1/8 inch apart at edges and ends 33 FLEXIBLE FLASHING INSTALLATION A. Apply flexible flashing where indicated to comply with manufacturers written instructions 1 Prime substrates as recommended by flashing manufacturer 2 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. 3 Lap flashing over weather -resistant building paper at bottom and sides of openings. 4 Lap weather -resistant building paper over flashing at heads of openings. 5 After flashing has been applied roll surfaces with a hard rubber or metal roller to ensure that flashing is completely adhered to substrates. END OF SECTION 06160 1 SHEATHING 06160 3 f F. ICLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 07540 THERMOPLASTIC MEMBRANE ROOFING PART 1 GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section 1.2 SUMMARY ' A. This Section includes the following 1 Adhered membrane -roofing system ' 2 Roof insulation. B This Section includes the installation of acoustical roof deck rib insulation strips furnished under Division 5 Section 'Steel Deck. C Related Sections include the following. ' 1 Division 6 Section 'Rough Carpentry' for wood nailers curbs, and blocking 2 Division 7 Section 'Sheet Metal Flashing and. Trim for metal roof penetration flashings flashings, and counter -flashings. 3 Division 7 Section 'Roof Expansion Assemblies. ' 4 Division 7 Section Joint Sealants. 1.3 DEFINITIONS A. Roofing Terminology* Refer to ASTM D 1079 and glossary of NRCA's 'The NRCA Roofing and Waterproofing Manual' for definition of terms related to roofing work in this Section. ' B Design Uplift Pressure. The uplift pressure calculated according to procedures in SPRI's 'Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roofing Systems, before multiplication by a safety factor C Factored Design Uplift Pressure. The uplift pressure, calculated according to procedures in SPRI s 'Wind Load Design Guide for Fully Adhered and Mechanically .Fastened Roofing ' Systems, after multiplication by a safety factor 1 4 PERFORMANCE REQUIREMENTS ' A. General Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water and resist specified uplift pressures, thermally induced movement, ' and exposure to weather without failure. B Material Compatibility- Provide roofing materials that are compatible with one another under conditions of service and application required as demonstrated by roofing membrane manufacturer based on testing and field experience. THERMOPLASTIC MEMBRANE ROOFING 07540 1 CLALLAM COUNTY COURTHOUSE RE -ROOF I C Roofing System Design. Provide a membrane roofing system that is identical to systems that ' have been successfully tested by a qualified testing and inspecting agency to resist uplift pressure calculated according to ASCE 7 1 Corner Uplift Pressure: 90 Ibf/sq ft. ' 2. Perimeter Uplift Pressure: 60 Ibf/sq. ft. 3 Field -of -Roof Uplift Pressure. 36 Ibf/sq ft. D FMG Listing Provide roofing membrane base flashings, and component materials that comply ' with requirements in FMG 4450 and FMG 4470 as part of a membrane roofing system and that are listed in FMG's Approval Guide for Class 1 or noncombustible construction, as applicable Identify materials with FMG markings. ' 1 Fire/Windstorm Classification Class 1A-100 2 Hail Resistance MH 15 SUBMITTALS A. Product Data. For each type of product indicated ' B Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other Work. ' 1 Base flashings and membrane terminations. 2 Tapered insulation including slopes. 3 Insulation fastening patterns ' C Samples for Verification For the following products: 1 6 -by -6 -inch square of sheet roofing of color specified including T-shaped side and end ' lap seam. 2. 6 -by -6 -inch square of roof insulation 3 6 -by -6 -inch square of walkway pads. 4 12 -inch length of metal termination bars. ' 5 12 -inch length of battens. 6 Six insulation fasteners of each type, length, and finish. 7 Six roof cover fasteners of each type length, and finish. D Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved authorized or licensed by manufacturer to install roofing system ' E. Manufacturer Certificates. Signed by roofing manufacturer certifying that roofing system complies with requirements specified in 'Performance Requirements' Article. 1 Submit evidence of meeting performance requirements. F Qualification Data For Installer and manufacturer G Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency for components of roofing system. H Research/Evaluation Reports. For components of membrane roofing system ' I Maintenance Data. For roofing system to include in.maintenance manuals. THERMOPLASTIC MEMBRANE ROOFING 07540 2 , &vA 1 L. CLALLAM COUNTY COURTHOUSE RE -ROOF ' J Warranties Special warranties specified in this Section. K. Inspection Report: Copy of roofing system manufacturer's inspection report of completed roofing installation 1 6 QUALITY ASSURANCE ' A. Installer Qualifications. A qualified firm that is approved authorized or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty B Manufacturer Qualifications A qualified manufacturer that has UL listing for membrane roofing system identical to that used for this Project. ' C Testing Agency Qualifications. An independent testing agency with the experience and capability to conduct the testing indicated as documented according to ASTM E 548 ' D Source Limitations: Obtain components for membrane roofing system from or approved by roofing membrane manufacturer E Fire -Test -Response Characteristics. Provide membrane roofing materials with the fire -test - response characteristics indicated as determined by testing identical products per test method below by UL, FMG or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and ' inspecting agency 1 Exterior Fire -Test Exposure Class A, ASTM E 108 for application and roof slopes indicated ' 2 Fire -Resistance Ratings: ASTM E 119 for fire -resistance -rated roof assemblies of which roofing system is a part. F Pre -installation Conference Conduct conference at Project site Comply with requirements in Division 1 Section 'Project Management and Coordination. Review methods and procedures related to roofing system including, but not limited to the following. ' 1 Meet with Owner Architect, Owner's insurer if applicable testing and inspecting agency representative roofing Installer roofing system manufacturer's representative deck Installer and installers whose work interfaces with or affects roofing including installers of roof accessories and roof -mounted equipment. t 2 Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3 Review and finalize construction schedule and verify availability of materials, Installer's ' personnel equipment, and facilities needed to make progress and avoid delays. 4 Examine deck substrate conditions and finishes for compliance with requirements including flatness and fastening 5 Review structural loading limitations of roof deck during and after roofing ' 6 Review base flashings, special roofing details roof drainage roof penetrations, equipment curbs, and condition of other construction that will affect roofing system 7 Review governing regulations and requirements for insurance and certificates if applicable. ' 8 Review temporary protection requirements for roofing system during and after installation 9 Review roof observation and repair procedures after roofing installation THERMOPLASTIC MEMBRANE ROOFING 07540 3 17 CLALLAM COUNTY COURTHOUSE RE -ROOF DELIVERY STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture and directions for storing and mixing with other components. B Store liquid materials in their original undamaged containers in a clean dry protected location and within the temperature range required by roofing system manufacturer Protect stored liquid material from direct sunlight. 1 Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling and other sources. Store in a dry location. Comply with insulation manufacturers written instructions for handling, storing and protecting during installation D Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. 1.8 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. 1.9 WARRANTY A. Special Warranty Manufacturer's standard 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 Failure includes roof leaks. 1 Special warranty includes roofing membrane, base flashings, roofing membrane accessories, roof insulation, fasteners, cover boards, walkway products, membrane and sheet metal flashings and other components of membrane roofing system. 2 Warranty Period 20 years from date of Substantial Completion. B. Special Project Warranty Submit roofing Installer's warranty on warranty format end of this Section, signed by Installer covering Work of this Section, including all components of membrane roofing system such as roofing membrane, base flashing roof insulation, fasteners, cover boards, substrate boards, vapor retarders, roof pavers, and walkway products, for the following warranty period Warranty Period- 5 years from date of Substantial Completion PART 2 PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection. THERMOPLASTIC MEMBRANE ROOFING 07540 4 k ICLALLAM COUNTY COURTHOUSE RE -ROOF 1 Available Products, Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to the products specified 2 Products. Subject to compliance with requirements, provide one of the products specified 3 Available Manufacturers. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the manufacturers specified 4 Manufacturers: Subject to compliance with requirements provide products by the manufacturers specified ' 2.2 THERMOPLASTIC POLYOLEFIN ROOFING MEMBRANE A. Fabric -Reinforced Thermoplastic Polyolefin Sheet: Uniform flexible sheet formed from a ' thermoplastic polyolefin, internally fabric or scrim reinforced and as follows. 1 Manufacturers limited to Manufactures of roofing membrane listed on warranty• ' a Carlisle SynTec Incorporated b Firestone Building Products Company C. Prior approved equals. ' 2 Thickness- 60 mils nominal 3 Exposed Face Color Gray 4 Physical Properties. ' a Breaking Strength 225 Ibf• ASTM D 751 grab method b Elongation at Break. 15 percent; ASTM D 751 C. Tearing Strength. 55 Ibf minimum ASTM D 751 Procedure B ' d Brittleness Point: Minus 22 deg F e Ozone Resistance No cracks after sample, wrapped around a 3 -inch -diameter mandrel, is exposed for 166 hours to a temperature of 104 deg Fand an ozone level of 100 pphm ASTM D 1149 ' f Resistance to Heat Aging 90 percent minimum retention of breaking strength elongation at break, and tearing strength after 166 hours at 240 deg FASTM D 573 ' g Water Absorption Less than 4 percent mass change after 166 hours' immersion at 158 deg F ASTM D 471 h. Linear Dimension Change. Plus or minus 2 percent; ASTM D 1204 ' 2.3 AUXILIARY MATERIALS A. General- Auxiliary materials recommended by roofing system manufacturer for intended use ' and compatible with membrane roofing 1 Liquid -type auxiliary materials shall meet VOC limits of authorities having jurisdiction ' B Sheet Flashing Manufacturer's standard un -reinforced thermoplastic polyolefin sheet flashing 55 mils thick, minimum of same color as sheet membrane ' C Bonding Adhesive. Manufacturer's standard bonding adhesive for membrane and solvent based bonding adhesive for base flashings. THERMOPLASTIC MEMBRANE ROOFING 07540 5 2.4 CLALLAM COUNTY COURTHOUSE RE -ROOF D Metal Termination Bars: Manufacturer's standard predrilled stainless steel or aluminum bars, approximately 1 by 1/8 inch thick; with anchors. E. Metal Battens: Manufacturer's standard aluminum -zinc -alloy -coated or zinc -coated steel sheet, approximately 1 inchwide by 0.05 inch thick, pre -punched. F Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion - resistance provisions in FMG 4470 designed for fastening membrane to substrate and acceptable to membrane roofing system manufacturer G Miscellaneous Accessories. Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T joint covers, termination reglets, cover strips, and other accessories. ROOF INSULATION A. General. Provide preformed roof insulation boards that comply with requirements and referenced standards, selected from manufacturer's standard sizes and of thicknesses indicated B. Polyisocyanurate Board Insulation- ASTM C 1289 Type 11 felt or glass -fiber mat facer on both major surfaces. 1 Manufacturers: a Carlisle SynTec Incorporated b Firestone Building Products Company C. Prior approved equal C Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope of 1/4 inch per 12 inches, unless otherwise indicated D Provide preformed saddles crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain Fabricate to slopes indicated 2.5 INSULATION ACCESSORIES A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatible with membrane roofing. B. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion - resistance provisions in FMG 4470 designed for fastening roof insulation to substrate, and acceptable to roofing system manufacturer C Cold Fluid -Applied Adhesive. Manufacturer's standard cold fluid -applied adhesive formulated to adhere roof insulation to substrate. D Cover Board ASTM C 1177/C 1177M, glass -mat, water-resistant gypsum substrate, 5/8 thick. 1 Product: Subject to compliance with requirements, provide 'Dens -Deck Prime by Georgia-Pacific Corporation. THERMOPLASTIC MEMBRANE ROOFING 07540 6 6� 1 r CLALLAM COUNTY COURTHOUSE RE -ROOF 2.6 ASPHALT MATERIALS A. Roofing Asphalt: ASTM D 6152 SEBS modified B Asphalt Primer- ASTM D 41 2.7 WALKWAYS ' 28 A. Flexible Walkways: Factory -formed nonporous, heavy-duty solid -rubber slip -resisting surface -textured walkway pads or rolls, approximately 3/16 inch thick, and acceptable to membrane roofing system manufacturer ADHESIVES AND SEALERS A. All products shall be furnished by Roofing Manufacture and specifically formulated for intended purpose. 1 Bonding Adhesive. Roofing Manufactures Bonding Adhesive. 2 Edge Sealant: Roofing Manufactures Cut Edge Sealant. 3 Water Block or Cut -Off Sealer- Roofing Manufactures Water Block or Cut -Off Mastic and Sealant. I PART 3 EXECUTION 31 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system. 1 Verify that roof openings and penetrations are in place and set and braced and that roof drains are securely clamped in place. 2 Verify that wood blocking curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. 3 Verify that minimum concrete drying period recommended by roofing system manufacturer has passed 4 Verify that concrete substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263 5 Verify that compounds that will impair adhesion of roofing components to roof deck have been removed 6 Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast. THERMOPLASTIC MEMBRANE ROOFING 07540 7 CLALLAM COUNTY COURTHOUSE RE -ROOF I C Complete terminations and base flashings and provide temporary seals to prevent water from ' entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing 33 INSULATION INSTALLATION ' A. Coordinate installing membrane roofing system components so insulation is not exposed to , precipitation or left exposed at the end of the workday B Comply with membrane roofing system manufacturer's written instructions for installing roof insulation. t C Install tapered insulation under area of roofing to conform to slopes indicated D Install one or more layers of insulation under area of roofing to achieve required thickness. ' Where overall insulation thickness is 2 inches or greater install 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches in each direction. , E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water F Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch with insulation. 1 Cut and fit insulation within 1/4 inch of nailers projections, and penetrations. ' G Adhered Insulation: Install each layer of insulation and adhere to substrate as follows. ' 1 Prime surface of concrete deck with asphalt primer at a rate of 3/4 gal./100 sq ft. and allow primer to dry 2 Set each layer of insulation in a solid mopping of hot roofing asphalt, applied within plus ' or minus 25 deg F of equiviscous temperature 3 Set each layer of insulation in a cold fluid -applied adhesive. H Install cover boards over insulation with long joints in continuous straight lines with end joints ' staggered between rows. Stagger joints from joints in insulation below a minimum of 6 inches in each direction. Loosely butt cover boards together and fasten to roof deck. 1 Adhere according to requirements in FMG's Approval Guide for specified Windstorm Resistance Classification. 2 Fasten to resist uplift pressure at corners, perimeter and field of roof 3 Comply with membrane roofing system manufactures warranty and wind speed design ' criteria 34 ADHERED ROOFING MEMBRANE INSTALLATION , A. Install roofing membrane over area to receive roofing according to membrane roofing system manufacturer's written instructions. Unroll roofing membrane and allow to relax before ' installing. 1 Install sheet according to ASTM D 5036 THERMOPLASTIC MEMBRANE ROOFING 07540 8 ' ' 35 � 36 1 CLALLAM COUNTY COURTHOUSE RE -ROOF B. Start installation of roofing membrane in presence of membrane roofing system manufacturer's technical personnel C Accurately align roofing membrane and maintain uniform side and end laps of minimum dimensions required by -manufacturer Stagger end laps. D Bonding Adhesive. Apply bonding adhesive to substrate and underside of roofing membrane at rate required by manufacturer and allow to partially dry before installing roofing membrane Do not apply bonding adhesive to splice area of roofing membrane E. Mechanically or adhesively fasten roofing membrane securely at terminations, penetrations, and perimeter of roofing F Apply roofing membrane with side laps shingled with slope of roof deck where possible G Seams. Clean seam areas overlap roofing membrane, and hot-air weld side and end laps of roofing membrane according to manufacturer's written instructions to ensure a watertight seam installation W in A. B C D C A. 1 Test lap edges with probe to verify seam weld continuity Apply lap sealant to .seal cut edges of roofing membrane. 2. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 3 Repair tears, voids and lapped seams in roofing membrane that does not meet requirements. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal roofing membrane in place with clamping ring BASE FLASHING INSTALLATION Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. Apply solvent -based bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry Do not apply bonding adhesive to seam area of flashing. Flash penetrations and field -formed inside and outside corners with sheet flashing Clean seam areas and overlap and firmly roll sheet flashings into the adhesive. Weld side and end laps to ensure a watertight seam installation Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. WALKWAY INSTALLATION Flexible Walkways. Install walkway products in locations indicated Heat weld to substrate or adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written instructions. THERMOPLASTIC MEMBRANE ROOFING 07540 9 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 37 FIELD QUALITY CONTROL ' A. Testing Agency, Owner will engage a qualified independent testing and inspecting agency to perform roof tests and inspections and to prepare test reports. B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect , roofing installation on completion and submit report to Architect. 1 Notify Architect or Owner 48 hours in advance of date and time of inspection. ' C Repair or remove and replace components of membrane roofing system where test results or inspections indicate that they do not comply with specified requirements. ' D Additional testing and inspecting at Contractor's expense will be performed to determine compliance of replaced or additional work with specified requirements 38 PROTECTING AND CLEANING A. Protect membrane -roofing system from damage and wear during remainder of construction , period. When remaining construction will not affect or endanger roofing inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to the Architect and Owner , B. Correct deficiencies in or remove membrane -roofing system that does not comply with requirements repair substrates and repair or reinstall membrane -roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty , requirements. C Clean overspray and spillage from adjacent construction using cleaning agents and procedures t recommended by manufacturer of affected construction. 39 ROOFING INSTALLER'S WARRANTY ' A. WHEREAS <Insert name> of <Insert address> herein called the 'Roofing Installer has performed roofing and associated work ("work") on the following project: 1 Owner- <Insert name of Owner> ' 2. Address: <Insert address> 3. Building Name/Type. <Insert information> 4 Address: <Insert address> 5 Area of Work: <Insert information> 6 Acceptance Date. <Insert date> s 7 Warranty Period <Insert time> 8 Expiration Date <Insert date> s B AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period C NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition. THERMOPLASTIC MEMBRANE ROOFING 07540 10 t i. ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' D This Warranty is made subject to the following terms and conditions: 1 Specifically excluded from this Warranty are damages to work and other parts of the ' building and to building contents caused by• a lightning b peak gust wind speed exceeding 105 mph, t C. fire, d failure of roofing system substrate including cracking settlement, excessive deflection deterioration, and decomposition e faulty construction of parapet walls chimneys, skylights vents and other penetrations of the work, f vapor condensation on bottom of roofing and g activity on roofing by others including construction contractors maintenance ' personnel other persons and animals whether authorized or unauthorized by Owner 2 When work has been damaged by any of foregoing causes Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated 3 Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work. 4 During Warranty Period if Owner allows alteration of work by anyone other than Roofing Installer including cutting patching and maintenance in connection with penetrations attachment of other work, and positioning of anything on roof this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty If Owner engages Roofing Installer to perform said alterations Warranty shall not become null and void unless Roofing Installer before starting said ' work, shall have notified Owner in writing showing reasonable cause for claim that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty 5 During Warranty Period if original use of roof is changed and it becomes used for but ' was not originally specified for a promenade work deck, spray -cooled surface, flooded basin or other use or service more severe than originally specified this Warranty shall become null and void on date of said change, but only to the extent said change affects work covered by this Warranty 6 Owner shall promptly notify Roofing Installer of observed known or suspected leaks, defects or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration 7 This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to Owner in cases of roofing failure. Specifically this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor E. IN WITNESS THEREOF this instrument has been duly executed this <Insert day> day of <Insert month> <Insert year> Authorized Signature. <Insert signature> Name. <Insert name> Title <Insert title> END OF SECTION 07540 THERMOPLASTIC MEMBRANE ROOFING 07540 11 I y w CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 07591 MEMBRANE REROOFING PREPARATION ' PART GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1 1.2 SUMMARY ' A. This Section includes the following 1 Roof tear -off ' 2 Temporary roofing membrane 3 Roof re-cover preparation 4 Removal of base flashings. ' B. Related Sections include the following - 1 Division 1 Section 'Summary' for use of the premises and phasing requirements. ' 2 Division 1 Section 'Work Restrictions' for restrictions on use of the premises due to Owner or tenant occupancy 3 Division 1 Section 'Temporary Facilities and Controls for temporary construction and environmental -protection measures for reroofing preparation ' 4 Division 1 Section 'Cutting and Patching' for cutting and patching procedures for reroofing preparation 5 Division 6 Section 'Rough Carpentry' for wood nailers, cants curbs blocking and ' parapet sheathing 6 Division 7 Section "Thermoplastic Membrane Roofing' for roofing membrane, base flashings roof insulation, cover -boards, and roofing accessories. 7 Division 7 Section 'Sheet Metal Flashing and Trim for metal roof penetration flashings, flashings, and counterflashings. 8 Division 7 Section 'Roof Expansion Assemblies. 9 Division 15 Sections for HVAC equipment removal and reinstallation. 10 Division 16 Sections for electrical equipment disconnection and reconnection. 1 1.3 MATERIALS OWNERSHIP ' A. Except for items or materials indicated to be reused reinstalled or otherwise indicated to remain Owner's property demolished materials shall become Contractor's property and shall be removed from Project site 14 DEFINITIONS ' A. Roofing Terminology' Refer to ASTM D 1079 and glossary in NRCA's 'The NRCA Roofing and Waterproofing Manual' for definition of terms related to roofing work in this Section. IMEMBRANE REROOFING PREPARATION 07591 1 CLALLAM COUNTY COURTHOUSE RE -ROOF B. Existing Roofing System: Built-up asphalt roofing surfacing, and components and accessories between deck and roofing membrane. C Substrate Board Rigid board or panel products placed over the roof deck that serve as thermal barriers, provide a smooth substrate, or serve as a component of a fire -resistance -rated roofing system. D Roof Tear -Off- Removal of existing membrane roofing system from deck. E. F 15 A. B. C D E. W Remove. Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and reinstalled Existing to Remain Existing items of construction that are not indicated to be removed SUBMITTALS Product Data. For each type of product indicated Temporary Roofing: Include Product Data and description of temporary roofing system Photographs or Videotape. Show existing conditions of adjoining construction and site improvements, including exterior and interior finish surfaces, that might be misconstrued as having been damaged by reroofing operations. Submit before Work begins. Landfill Records: Indicate receipt and acceptance of hazardous wastes, such as asbestos - containing material, by a landfill facility licensed to accept hazardous wastes. Qualification Data. For Installer including certificate that Installer is licensed to perform asbestos abatement and is approved by warrantor of existing roofing system QUALITY ASSURANCE A. Installer Qualifications: Installer of new membrane roofing system licensed to perform asbestos abatement in the State or jurisdiction where Project is located and approved by warrantor of existing roofing system to work on existing roofing B Regulatory Requirements: Comply with governing EPA notification regulations before beginning membrane -roofing removal. Comply with hauling and disposal regulations of authorities having jurisdiction. C Preliminary Reroofing Conference. Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination. Review methods and procedures related to roofing system including, but not limited to the following - 1 Meet with Owner, Architect; Owner's insurer if applicable; testing and inspecting agency representative* roofing system manufacturer's representative deck Installer- roofing Installer including project manager superintendent, and foreman, and installers whose work interfaces with or affects reroofing including installers of roof accessories and roof - mounted equipment. 2. Review methods and procedures related to reroofing preparation, including membrane roofing system manufacturer's written instructions. 3 Review temporary protection requirements for existing roofing system that is to remain, during and after installation. MEMBRANE REROOFING PREPARATION 07591 2 ' .1 CLALLAM COUNTY COURTHOUSE RE -ROOF 4 Review roof drainage during each stage of reroofing and review roof drain plugging and plug removal procedures. 5. Review and finalize construction schedule, and verify availability of materials, Installer's ' personnel equipment, and facilities needed to make progress and avoid delays 6 Review existing deck removal procedures and Owner notifications. 7 Review procedures to determine condition and acceptance of existing deck and base flashing substrate for reuse. ' 8 Review structural loading limitations of deck during reroofing 9 Review base flashings special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that will affect reroofing 10 Review HVAC shutdown and sealing of air intakes. ' 11 Review shutdown of fire -suppression -protection, and -alarm and -detection systems. 12 Review procedures for asbestos removal or unexpected discovery of asbestos -containing materials. ' 13 Review governing regulations and requirements for insurance and certificates if applicable. 14 Review existing conditions that may require notification of Architect before proceeding ' D Reroofing Conference Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination. Review methods and procedures related to roofing system including, but not limited to the following: ' 1 Meet with Owner Architect; Owner's insurer if applicable testing and inspecting agency representative roofing system manufacturer's representative deck Installer- roofing Installer including project manager superintendent, and foreman and installers whose ' work interfaces with or affects reroofing including installers of roof accessories and roof mounted equipment. 2. Review methods and procedures related to reroofing preparation, including membrane roofing system manufacturer's written instructions. ' 3. Review temporary protection requirements for existing roofing system that is to remain during and after installation. 4 Review roof drainage during each stage of reroofing and review roof drain plugging and plug removal procedures. ' 5 Review and finalize construction schedule, and verify availability of materials, Installer's personnel equipment, and facilities needed to make progress and avoid delays 6. Review existing deck removal procedures and Owner notifications. ' 7 Review procedures to determine condition and acceptance of existing deck for reuse 8. Review structural loading limitations of deck during reroofing. 9 Review base flashings, special roofing details, drainage penetrations, equipment curbs, and condition of other construction that will affect reroofing ' 10 Review HVAC shutdown and sealing of air intakes. 11 Review shutdown of fire -suppression -protection and -alarm and -detection systems. 12. Review procedures for asbestos removal or unexpected discovery of asbestos -containing materials. ' 13. Review governing regulations and requirements for insurance and certificates if applicable 14 Review existing conditions that may require notification of Architect before proceeding 1 7 PROJECT CONDITIONS ' A. Owner will occupy portions of building immediately below reroofing area. Conduct reroofing so Owner's operations will not be disrupted Provide Owner with not less than 72 hours' notice of activities that may affect Owner's operations. MEMBRANE REROOFING PREPARATION 07591 3 B C D E F G CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Coordinate work activities daily with Owner so Owner can place protective dust or water leakage covers over sensitive equipment or furnishings, shut down HVAC and fire -alarm or -detection equipment if needed, and evacuate occupants from below the work area if desired. 2. Before working over structurally impaired areas of deck, notify Owner to evacuate occupants from below the affected area. Verify that occupants below the work area have been evacuated prior to proceeding with work over the impaired deck area. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Owner assumes no responsibility for condition of areas to be reroofed. 1 Conditions existing at time of inspection for bidding will be maintained by Owner as far as practical. Limit construction loads on roof to 300 -pound rooftop equipment wheel loads and 20 pounds for uniformly distributed loads. The results of an analysis of test cores from existing membrane roofing system are available for Contractor's reference Construction Drawings and Project Manual for existing roofing system are provided for Contractor's reference. Contractor is responsible for conclusions derived from existing documents. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing roofing system or building. Hazardous Materials: Present in building to be reroofed. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present. 1 Hazardous material remediation is specified elsewhere in the Contract Documents. 2. Do not disturb hazardous materials or items suspected of containing hazardous materials except according to procedures specified elsewhere in the Contract Documents. 3 Coordinate with hazardous material remediation Contractor to prevent water from entering building or existing roofing system. PART 2 PRODUCTS 2.1 TEMPORARY ROOFING MATERIALS A. Selection of materials and design of temporary roofing is responsibility of Contractor 1 SBS Base Sheet. 2 Peel and Stick Base Sheet. MEMBRANE REROOFING PREPARATION 07591 4 ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' 2.2 AUXILIARY REROOFING MATERIALS A. General Auxiliary reroofing preparation materials recommended by roofing system manufacturer for intended use and compatible with components of existing and new membrane ' roofing system and warranty B Metal Flashing Sheet: Metal flashing sheet is specified in Division 7 Section 'Sheet Metal ' Flashing and Trim PART 3 EXECUTION 31 PREPARATION ' A. Coordinate with Owner to shut down air intake equipment in the vicinity of the Work. Cover air intake louvers before proceeding with reroofing work that could affect indoor air quality or activate smoke detectors in the ductwork. ' B During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain ' C Maintain roof drains in functioning condition to ensure roof drainage at end of each workday Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs specifically designed for this purpose Remove roof -drain plugs at end of each workday when no work is taking place, or when rain is forecast. 1 If roof drains will be temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system provide alternative drainage method to remove water and eliminate ponding. Do not permit water to enter into or ' under existing membrane roofing system components that are to remain. D Verify that rooftop utilities and service piping have been shut off before commencing Work. 3.2 ROOF TEAR -OFF ' A. General: Notify Owner each day of extent of roof tear -off proposed and obtain authorization to proceed ' B. Remove loose aggregate from aggregate -surfaced built-up bituminous roofing with a power broom ' C Remove tarps, boards, blocks and miscellaneous items on roof D Roof Tear -Off- Remove existing roofing membrane and other membrane roofing system components down to the deck. ' 1 Remove roof insulation. 2 Bitumen that firmly bonded to concrete decks are permitted to remain if it is dry Remove un -adhered bitumen and felts ' 3 Remove fasteners from deck or cut fasteners off slightly above deck surface. IMEMBRANE REROOFING PREPARATION 07591 5 t CLALLAM COUNTY COURTHOUSE RE -ROOF ; 3.3 DECK PREPARATION A. Inspect deck after tear -off of membrane roofing system ' 1 Verify that concrete substrate is visibly dry and free of moisture. Test for capillary ; moisture by plastic sheet method according to ASTM D 4263 or by pouring 1 pint of hot .roofing asphalt on deck at start of each day's work and at start of each roof area or plane. Do not proceed with roofing work if moisture condenses under the plastic sheet or if asphalt test sample foams or can be easily and cleanly stripped after cooling. ' B If deck surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify Architect. Do not proceed with installation until directed by ' Architect. 34 TEMPORARY ROOFING MEMBRANE ' A. Install approved temporary roofing membrane over area to be reroofed B. Install temporary roofing membrane. , 35 EXISTING BASE FLASHINGS ' A. Remove existing base flashings around parapets, curbs, walls, and penetrations. 1 Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris. ' B. Do not damage metal counter -flashings that are to remain. Replace metal counter -flashings with counter -flashings specified in Division 7 Section "Sheet Metal Flashing and Trim ' C Inspect parapet sheathing for deterioration and damage. If parapet sheathing has deteriorated, immediately notify Architect. D Remove existing parapet sheathing and replace with new pressure -preservative -treated ' plywood sheathing If parapet framing has deteriorated immediately notify Architect. 1 Plywood parapet sheathing is specified in Division 6 Section "Rough Carpentry ' 36 DISPOSAL A. Collect and place demolished materials in containers. Promptly dispose of demolished up materials. Do not allow demolished materials to accumulate on-site. 1 Storage or sale of demolished items or materials on-site will not be permitted ' B Transport, demolished materials off Owner's property and legally dispose of them END OF SECTION 07591 ' MEMBRANE REROOFING PREPARATION 07591 6 W P I CLALLAM COUNTY COURTHOUSE RE -ROOF ISECTION 07620 SHEET METAL FLASHING AND TRIM I PART 1 GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ' A. This Section includes the following sheet metal flashing and trim 1 Manufactured through -wall flashing ' 2 Manufactured reglets. 3 Formed roof drainage system. 4 Formed low -slope roof flashing and trim ' 5 Formed wall flashing and trim 6 Formed equipment support flashing B Related Sections include the following: ' 1 Division 3 Section 'Cast -in -Place Concrete for installing reglets. 2 Division 4 Section 'Unit Masonry Assemblies for installing through -wall flashing reglets and other sheet metal flashing and trim. 3 Division 5 Section Architectural Joint Systems' for manufactured sheet metal expansion - joint covers. 4 Division 6 Section 'Rough Carpentry' for wood nailers, curbs, and blocking ' 5 Division 7 Section "Thermoplastic membrane roofing system for installing sheet metal flashing and trim integral with roofing membrane 6 Division 7 Section "Manufactured Roof Specialties' for manufactured roof specialties not part of sheet metal flashing and trim ' 7 Division 7 Section 'Roof Accessories' for set -on -type curbs equipment supports, roof hatches, vents, and other manufactured roof accessory units. 8 Division 7 Section Joint Sealants' for field -applied sheet metal flashing and trim sealants. 1.3 PERFORMANCE REQUIREMENTS ' A. General- Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing rattling leaking and fastener disengagement. ' B Fabricate and install roof edge flashing and copings capable of resisting the following forces according to recommendations in FMG Loss Prevention Data Sheet 1-49• ' 1 Wind Zone 1 For velocity pressures of 21 to 30 Ibf/sq ft. 60-Ibf/sq ft. perimeter uplift force, 90-Ibf/sq. ft. corner uplift force, and 30-Ibf/sq. ft. outward force. ISHEET METAL FLASHING AND TRIM 07620 1 CLALLAM COUNTY COURTHOUSE RE -ROOF C Thermal Movements: Provide sheet metal flashing and trim that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of sheet metal and trim thermal movements. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1 Temperature Change (Range): 120 deg F ambient; 180 deg F material surfaces. D Water Infiltration: Provide sheet metal flashing and trim that do not allow water infiltration to building interior E. ANSI/SPRI ES -1 Edge flashing shall comply with IBC 1504 5 edge flashing securement for low - slope roofs. 14 SUBMITTALS A. Product Data For each type of product indicated Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. 1 Indicate ANSI/SPRI ES -1 compliance. B Shop Drawings: Show layouts of sheet metal flashing and trim, including plans and elevations. Distinguish between shop- and field -assembled work. Include the following: 1 Identify material, thickness, weight, and finish for each item and location in Project. 2. Details for forming sheet metal flashing and trim including profiles, shapes, seams, and dimensions. 3 Details for fastening joining supporting, and anchoring sheet metal flashing and trim including fasteners, clips, cleats, and attachments to adjoining work. 4 Details of expansion joint covers, including showing direction of expansion and contraction C Samples for Initial Selection: For each type of sheet metal flashing and trim indicated with factory -applied color finishes. 1 Include similar Samples of trim and accessories involving color selection. D Samples for Verification. For each type of exposed finish required prepared on Samples of size indicated below - 1 Sheet Metal Flashing: 12 inches long. Include fasteners, cleats, clips, closures, and other attachments. 2. Trim 12 inches long. Include fasteners and other exposed accessories. 3 Accessories: Full-size Sample 1.5 QUALITY ASSURANCE A. Sheet Metal Flashing and Trim Standard Comply with ANSI/SPRI ES -1 Conform to dimensions and profiles shown unless more stringent requirements are indicated SHEET METAL FLASHING AND TRIM 07620 2 k:i ' CLALLAM COUNTY COURTHOUSE RE -ROOF B Pre -installation Conference Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination. ' 1 Meet with Owner Architect, Owner's insurer if applicable, Installer and installers whose work interfaces with or affects sheet metal flashing and trim including installers of roofing materials, roof accessories, unit skylights, and roof -mounted equipment. 2 Review methods and procedures related to sheet metal flashing and trim ' 3 Examine substrate conditions for compliance with requirements including flatness and attachment to structural members. 4 Document proceedings including corrective measures and actions required and furnish copy of record to each participant. ' C Provide flashing details and materials approved by roofing membrane manufacturer and that are part of roofing membrane warranty ' 1 6 DELIVERY STORAGE, AND HANDLING ' A. Deliver sheet metal flashing materials and fabrications undamaged Protect sheet metal flashing and trim materials and fabrications during transportation and handling B Unload store, and install sheet metal flashing materials and fabrications in a manner to prevent ' bending, warping, twisting and surface damage. C Stack materials on platforms or pallets covered with suitable weather tight and ventilated ' covering Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining denting or other surface damage 17 COORDINATION A. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining ' construction to provide a leak proof secure, and noncorrosive installation PART 2 PRODUCTS ' 21 MANUFACTURERS ' A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection ' 1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to products specified 2. Products: Subject to compliance with requirements, provide one of the products specified t 3 Available Manufacturers. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to manufacturers specified 4 Manufacturers. Subject to compliance with requirements, provide products by one of the ' manufacturers specified SHEET METAL FLASHING AND TRIM 07620 3 2.2 A. 2.3 B. 0 B. CLALLAM COUNTY COURTHOUSE RE -ROOF SHEET METALS Aluminum Sheet: ASTM B 209 Alloy 3003 3004 3105 or 5005 Temper suitable for forming and structural performance required but not less than H14 finished as follows: 1 Factory Prime Coating: Where painting after installation is indicated provide pretreatment and white or light-colored, factory -applied baked -on epoxy primer coat; with a minimum dry film thickness of 0.2 mil. a Fluoropolymer 2 -Coat System Manufacturer's standard 2 -coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA [2604] [2605]. 1) Color* Existing flashing to remain. Pre -painted, Metallic -Coated Steel Sheet: Steel sheet metallic coated by the hot -dip process and prepainted by the coil -coating process to comply with ASTM A 755/A 755M. Match existing flashing to remain. 2 Exposed Finishes. Apply the following coil coating a. High -Performance Organic Finish Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1) Fluoropolymer 2 -Coat System Manufacturer's standard 2 -coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with physical properties and coating performance requirements of AAMA [2604] [2605), except as modified below - a) Humidity Resistance. 2000 hours. b) Salt -Spray Resistance 2000 hours. 2) Color- Match existing flashing to remain. MISCELLANEOUS MATERIALS General: Provide materials and types of fasteners, .solder welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads. 1 Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or factory -applied coating 2. Fasteners for Flashing and Trim Blind fasteners or self -drilling screws, gasketed with hex washer head. 3 Blind Fasteners: High-strength aluminum or stainless-steel rivets. 4 Spikes and Ferrules. Same material as gutter- with spike with ferrule matching internal gutter width. SHEET METAL FLASHING AND TRIM 07620 4 CLALLAM COUNTY COURTHOUSE RE -ROOF C Sealing Tape. Pressure -sensitive, 100 percent solids, polyisobutylene compound sealing tape with release -paper backing Provide permanently elastic, nonsag nontoxic, nonstaining tape. D Elastomeric Sealant: ASTM C 920 elastomeric polyurethane polymer sealant, of type grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. E. Butyl Sealant: ASTM C 1311 single -component, solvent -release butyl rubber sealant, polyisobutylene plasticized heavy bodied for hooked -type expansion joints with limited movement. F Epoxy Seam Sealer- Two-part, noncorrosive, aluminum seam -cementing compound recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints G Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12 compounded for 15 -mil dry film thickness per coat. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. H Asphalt Roofing Cement: ASTM D 4586 asbestos free, of consistency required for application. 24 MANUFACTURED SHEET METAL FLASHING AND TRIM A. Reglets: Units of type material, and profile indicated formed to provide secure interlocking of separate reglet and counterflashing pieces and compatible with flashing indicated with factory - mitered and -welded corners and junctions. Manufacturers: Fry Reglet Corporation Hickman, W P Company 2. Material: Aluminum 0 024 inch thick. 3 Surface -Mounted Type. Provide with slotted holes for fastening to substrate with neoprene or other suitable weatherproofing washers, and with channel for sealant at top edge. 4 Stucco Type. Provide with upturned fastening flange and extension leg of length to match thickness of applied finish materials. 5 Flexible Flashing Retainer- Provide resilient plastic or rubber accessory to secure flexible flashing in reglet where clearance does not permit use of standard metal counterflashing or where Drawings show reglet without metal counterflashing. 6 Counterflashing Wind -Restraint Clips: Provide clips to be installed before counterflashing to prevent wind uplift of counterflashing lower edge 25 FABRICATION GENERAL A. General. Custom fabricate sheet metal flashing 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 Shop -fabricate items where practicable. Obtain field measurements for accurate fit before shop fabrication. B Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements but not less than that specified for each application and metal SHEET METAL FLASHING AND TRIM 07620 5 CLALLAM COUNTY COURTHOUSE RE -ROOF I t: C Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and -true to line and levels indicated, with.exposed,edges folded back to form hems. 41 .f •fit+ i. 1 Seams for Aluminum: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with epoxy seam sealer, .Rivet joints for additional strength. 2. Seams for Other Than Aluminum Fabricate nonmoving seams in accessories with flat - lock seams. Tin edges to be seamed form seams, and solder D Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA recommendations. E. Expansion Provisions: Where lapped or bayonet-type expansion provisions in the Work cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep filled with [elastomeric] [butyl] sealant concealed within joints. F Conceal fasteners and expansion provisions where possible on exposed -to -view sheet metal flashing and trim, unless otherwise indicated G. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. 1 Thickness: As required by ES -1 for application but not less than thickness of metal being secured. 2.6 ROOF DRAINAGE SHEET METAL FABRICATIONS A. Parapet Scuppers: Fabricate scuppers of dimensions required with closure flange trim to exterior 4 -inch -wide wall flanges to interior and base extending 4 inches beyond cant or tapered strip into field of roof Fabricate parapet scuppers from the following material. a. Aluminum. 0.0320 inch thick. b. Galvanized Steel. 0.0276 inch thick. 2.7 LOW -SLOPE ROOF SHEET METAL FABRICATIONS A. Roof Edge Flashing and Fascia Caps: Fabricate in minimum 96 -inch -long, but not exceeding 10 -foot -long, sections. Furnish with 6 -Inch -wide -joint cover plates. 1 Comply -with -ES -1 certified detail. 2. Joint Style: Butt, with 12 -inch -wide concealed backup plate and 6 -inch -wide exposed cover plates. B. Copings: Fabricate in minimum 96 -inch- long, but not exceeding 10 -foot -long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on interior leg. Miter corners, seal, and solder.or weld watertight.,. 1 Comply with ES -1 certified detail. 2. Joint Style. Butt, with 12 -inch -wide concealed backup plate. 3. Fabricate copings from the following material: SHEET METAL FLASHING AND TRIM 07620 6 W. W CLALLAM COUNTY COURTHOUSE RE -ROOF a Aluminum 0 050 inch thick. C Roof to Wall Transition Expansion -Joint Cover- Fabricate from the following material 1 Aluminum 0 050 inch thick. D Base Flashing Fabricate from the following material: 1 Aluminum 0.040 inch thick. 2. Pre -painted Metallic -Coated Steel: 0 0276 inch thick. E. Counter -flashing- Fabricate from the following material: 1 Aluminum 0 0320 inch thick. 2 Pre -painted Metallic -Coated Steel: 0 0217 inch thick. F Flashing Receivers: Fabricate from the following material. 1 Aluminum 0 0320 inch thick. 2. Pre -painted Metallic -Coated Steel. 0 0217 inch thick. 2.8 MISCELLANEOUS SHEET METAL FABRICATIONS A. Equipment Support Flashing Fabricate from the following material 1 Stainless Steel. 0 0187 inch thick. 29 FINISHES A. Comply with NAAMM's 'Metal Finishes Manual for Architectural and Metal Products for recommendations for applying and designating finishes. B Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable temporary protective covering before shipping. C Appearance of Finished Work. Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 EXECUTION ' 31 EXAMINATION A. Examine substrates, areas and conditions, with Installer present, to verify actual locations dimensions and other conditions affecting performance of work. ' 1 Verify that substrate is sound dry smooth clean, sloped for drainage and securely anchored ' 2. Proceed with installation only after unsatisfactory conditions have been corrected SHEET METAL FLASHING AND TRIM 07620 7 3.2 CLALLAM COUNTY COURTHOUSE RE -ROOF INSTALLATION GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder welding rods, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system Torch cutting of sheet metal flashing and trim is not permitted B Metal Protection. Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by fabricator or manufacturers of dissimilar metals. Coat side of uncoated aluminum stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim will contact wood ferrous metal or cementitious construction. Underlayment: Where installing metal flashing directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip -sheet or install a course of polyethylene underlayment. Bed flanges in thick coat of asphalt roofing cement where required for waterproof performance C Install, exposed sheet metal flashing and trim without excessive oil canning buckling and tool marks. D Install sheet metal flashing and trim true to line and levels indicated Provide uniform neat seams with minimum exposure of solder welds, and elastomeric sealant. E Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners Bend tabs over fasteners. F Expansion Provisions: Provide for thermal expansion of exposed flashing and trim Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet-type expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep filled with sealant concealed within joints. G. Fasteners: Use fasteners of sizes that will penetrate substrate not less than 1 1/4 inches for nails and not less than 3/4 inch for wood screws. 1 Galvanized or Prepainted Metallic -Coated Steel: Use stainless-steel fasteners. 2. Aluminum. Use aluminum or stainless steel fasteners. 3 Stainless Steel. Use stainless-steel fasteners. H Seal joints with elastomeric sealant as required for watertight construction. Where sealant -filled joints are used embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40 and 70 deg F set joint members for 50 percent movement either way Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant -type joints at temperatures below 40 deg F SHEET METAL FLASHING AND TRIM 07620 8 4 P 1 CLALLAM COUNTY COURTHOUSE RE -ROOF 2 Prepare joints and apply sealants to comply with requirements in Division 7 Section Joint Sealants. I Soldered Joints Clean surfaces to be soldered removing oils and foreign matter Pretin edges ' of sheets to be soldered to a width of 1 1/2 inches except where pretinned surface would show in finished Work. ' 1 Do not solder pre -painted metallic -coated steel and aluminum sheet. 2 Stainless -Steel Soldering Pretin edges of uncoated sheets to be soldered using solder recommended for stainless steel and phosphoric acid flux. Promptly wash off acid flux residue from metal after soldering ' 3 Do not use open -flame torches for soldering. Heat surfaces to receive solder and flow solder into joints. Fill joints completely Completely remove flux and spatter from exposed surfaces ' J Aluminum Flashing Rivet or weld joints in uncoated aluminum where necessary for strength 33 ROOF FLASHING INSTALLATION A. General Install sheet metal roof flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and SMACNA's Architectural Sheet ' Metal Manual Provide concealed fasteners where possible set units true to line and level as indicated Install work with laps, joints, and seams that will be permanently watertight. B Roof Edge Flashing* Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated by certified ES -1 detail 1 Interlock bottom edge of roof edge flashing with continuous cleats anchored to substrate at 16 -inch centers. C Copings Anchor to resist uplift and outward forces according to recommendations in FMG ' Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated 1 Interlock bottom edge of coping with continuous cleats anchored to substrate at 16 -inch centers. D Pipe or Post Counterflashing- Install counterflashing umbrella with close -fitting collar with top edge flared for elastomeric sealant, extending a minimum of 4 inches over base flashing Install stainless-steel draw band and tighten E Counterflashing Coordinate installation of counterflashing with installation of base flashing Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing Lap counterflashing joints a minimum of 4 inches and bed with elastomeric sealant. Secure in a waterproof manner by means of snap -in installation and sealant. 34 MISCELLANEOUS FLASHING INSTALLATION A. Equipment Support Flashing: Coordinate installation of equipment support flashing with installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member SHEET METAL FLASHING AND TRIM 07620 9 CLALLAM COUNTY COURTHOUSE RE -ROOF 3.5 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 flashing and trim are installed. On completion of installation, clean finished surfaces, including removing unused fasteners, metal filings, pop -rivet stems, and pieces of flashing. Maintain in a clean condition during construction. D Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 07620 SHEET METAL FLASHING AND TRIM 07620 10 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 07716 ROOF EXPANSION ASSEMBLIES PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes the following 1 Metal -flanged bellows -type roof expansion assemblies. B. Related Sections include the following 1 Division 6 Section "Rough Carpentry' for wooden curbs for mounting roof expansion assemblies. 2 Division 7 Section 'Thermoplastic Membrane Roofing 3 Division 7 Section 'Sheet Metal Flashing and Trim for shop- and field -fabricated sheet metal flashing and other sheet metal items. 4 Division 7 Section 'Manufactured Roof Specialties' for other manufactured roof items. 1.3 PERFORMANCE REQUIREMENTS A. General Provide roof expansion assemblies that, when installed, remain watertight within movement limitations specified by manufacturer 14 SUBMITTALS A. Product Data For each type of product indicated B Shop Drawings: Include plans, elevations, sections, details, joints, splices, locations of joints and splices, intersections, transitions, fittings and attachments to other work. Where joint assemblies change planes provide isometric drawings depicting how components interconnect to achieve continuity C Research/Evaluation Reports: For roof expansion assemblies. D Warranties. Special warranties specified in this Section. E Qualification Data For Installer 1 5 QUALITY ASSURANCE A. Installer Qualifications Installer of roof membrane. ROOF EXPANSION ASSEMBLIES 07716 1 CLALLAM COUNTY COURTHOUSE RE -ROOF B Source Limitations: Obtain metal -flanged bellows -type roof expansion assemblies approved by roofing membrane manufacturer and that are part of roofing membrane warranty C Product Options: Drawings indicate size profiles, and dimensional requirements of roof expansion assemblies and are based on the specific system indicated Refer to Division 1 Section 'Product Requirements. 1 Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval If modifications are proposed submit comprehensive explanatory data to Architect for review SCHEDULING A. Coordinate delivery and installation of roof expansion assemblies to prevent damage and provide timely integration of units with roofing membranes and flashing. 17 WARRANTY A. Special Warranty- Manufacturer's standard form in which manufacturer and Installer agree to repair or replace roof expansion assemblies that leak, deteriorate in excess of rates specified in manufacturer's published product literature, or otherwise fail to perform within specified warranty period 1 Warranty Period 20 years from date of Substantial Completion PART 2 PRODUCTS 21 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection. 1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to products specified 2 Products: Subject to compliance with requirements, provide one of the products specified 2.2 METALS A. Galvanized Steel Sheet: ASTM A 653/A 653M, hot -dip zinc -coating designation G90 stretcher leveled standard of flatness and either commercial or forming steel, minimum 0.019 inch thick. B. Stainless -Steel Sheet: ASTM A 666 Type 304 stretcher -leveled standard of flatness, minimum 0 015 inchthick. C Sheet Aluminum ASTM B 209AIloy 3003-1-114 5052-H32, or 6061 T6 minimum 0 032 inch thick. D Extruded Aluminum ASTM B 221AIloy 6063-T5 or 6063-T52 minimum 0 040 inch thick. ROOF EXPANSION ASSEMBLIES 07716 2 164 ' CLALLAM COUNTY COURTHOUSE RE -ROOF ' 2.3 MISCELLANEOUS MATERIALS A. Roof Cement: ASTM D 4586 Type II ' B. Elastomeric Sealant: ASTM C 920 elastomeric polyurethane polymer sealant; of type grade class and use classifications required to seal joints in sheet metal flashing and trim and to remain watertight. ' C Mineral -Fiber Blanket: ASTM C 665 D Flexible Cellular Sponge or Expanded Rubber- ASTM D 1056 ' E. Silicone Extrusions Classified according to ASTM D 2000 UV stabilized and do not propagate flame. ' F Fasteners: Manufacturer's recommended fasteners suitable for application and designed to withstand design loads. ' 1 Exposed Penetrating Fasteners Gasketed screws with hex washer heads matching color of sheet metal ' 2.4 BELLOWS -TYPE ROOF EXPANSION ASSEMBLIES A. Metal -Flanged Bellows -Type Roof Expansion Assemblies: Provide manufacturer's standard assemblies of sizes and types indicated with prefabricated units for corner and joint intersections and horizontal and vertical transitions including those to other building expansion joints, splicing units, adhesives coatings and other components as recommended by roof expansion assembly manufacturer for complete installation. Fabricate assemblies specifically ' for roof -to -wall applications B Provide assemblies consisting of exposed polymeric sheet over foam bellows, securely anchored at both edges to 3- to 4 -inch -wide sheet metal nailing flanges, either flat or angle ' formed to fit cant or curbs as required Insulate bellows with closed -cell flexible rubber or plastic foam not less than 5/16 -inch thick, adhere bellows to underside of polymeric sheet. ' 1 Available Products: a Architectural Art Mfg Inc. T Series Roof Expansion Cover b Balco Metalines, a division of Balco Inc. Type BRBG Series Roof Bellows. ' 2 Polymeric Sheet: Manufacturer's standard 3 Metal Flanges: Zinc -coated (galvanized) steel minimum 0 019 inch thick or Stainless steel, minimum 0 015 inch thick or Sheet aluminum minimum 0 032 inch thick, mill finish. ' 4 Moisture Barrier- Manufacturer's standard flexible continuous polymeric moisture barrier looped under roof expansion assemblies at locations indicated Fill space with blanket -type, mineral -fiber insulation ROOF EXPANSION ASSEMBLIES 07716 3 PART 3 EXECUTION 31 CLALLAM COUNTY COURTHOUSE RE -ROOF INSTALLATION A. Comply with manufacturers written instructions for handling and installing roof expansion ' assemblies and materials unless more stringent requirements are indicated B. Coordinate installation of roof expansion assembly materials and associated work so complete 1 assemblies comply with assembly performance requirements. C Install fire barriers to provide continuous, uninterrupted fire resistance throughout length of roof ' expansion assembly including transitions and end joints. D Extend roof expansion assemblies over parapets, other elements in the construction profile with factory -fabricated intersections, and transitions to provide continuous, uninterrupted waterproof ' roof expansion assemblies. 1 Install factory -fabricated transitions between roof expansion assemblies and building architectural joint systems, specified in Division 5 Section Architectural Joint Systems, , to provide continuous, uninterrupted, watertight construction. E. Splice roof expansion assemblies with materials provided by roof expansion assembly ' manufacturer for this purpose, according to manufacturer's written instructions, to provide continuous, uninterrupted waterproof roof expansion assemblies. F Provide uniform profile of roof expansion assembly throughout length of each installation, do not t stretch polymeric sheets. G Install mineral -fiber blanket insulation to fill joint space within joint and moisture barrier H Bed anchorage flanges in cement or sealant recommended by manufacturer and securely nail ' to curbs and cant strips as recommended by manufacturer but not less than 6 inches o.c. I Anchor roof expansion assemblies complying with manufacturer's written instructions. ' J On single -ply roofing, install roof expansion assemblies complying with manufacturer's written instructions. Anchor to cants or curbs and seal to membrane with sealant compatible with ' roofing membrane and roof expansion assembly Cover flanges with stripping or flashing and install according to requirements in Division 7 Section 'Thermoplastic Membrane Roofing' 3.2 PROTECTION ! A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer that ensure that roof expansion assemblies are without damage or deterioration at time of Substantial Completion. END OF SECTION 07716 ROOF EXPANSION ASSEMBLIES 07716 4 1 1 1 I CLALLAM COUNTY COURTHOUSE RE -ROOF I SECTION 07720 ROOF ACCESSORIES ' PART GENERAL ' 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section ' 1.2 SUMMARY ' A. This Section includes the following 1 Roof curbs. ' 2 Equipment supports 3 Gravity ventilators. 4 Roof supports. 5 Roof walkways. ' 6 Preformed flashings. B Related Sections include the following. ' 1 Division 5 Section 'Metal Fabrications for metal vertical ladders, ships' ladders and stairs for access to roof hatches. 2 Division 6 Section "Rough Carpentry' for roof sheathing wood cants, and wood nailers 3 Division 7 Section 'Sheet Metal Flashing and Trim for shop- and field -fabricated metal flashing and counter flashing and miscellaneous sheet metal trim and accessories. 4 Division 7 Section 'Manufactured Roof Specialties' for fascia copings, and gravel stops 5 Division 7 Section 'Roof Expansion Assemblies' for manufactured roof expansion joint ' covers. ' 1.3 SUBMITTALS A. Product Data For each type of roof accessory indicated Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. ' B Shop Drawings, Show fabrication and installation details for roof accessories. Show layouts of roof accessories including plans and elevations. Indicate dimensions, weights, loadings, required clearances, method of field assembly and components. Include plans, elevations, ' sections details and attachments to other work. C Coordination Drawings: Roof plans, drawn to scale and coordinating penetrations and roof - mounted items. Show the following: 1 Size and location of roof accessories specified in this Section. 2 Method of attaching roof accessories to roof or building structure. ' 3 Other roof -mounted items including mechanical and electrical equipment, ductwork, piping, and conduit. D Warranty- Special warranty specified in this Section ' ROOF ACCESSORIES 07720 1 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 4 QUALITY ASSURANCE A. Sheet Metal Standard Comply with SMACNA's Architectural Sheet Metal Manual' details for fabrication of units, including flanges and cap flashing to coordinate with type of roofing indicated. 1 5 DELIVERY STORAGE, AND HANDLING A. Pack, handle and ship roof accessories properly labeled in heavy-duty packaging to prevent damage. 1 6 PROJECT CONDITIONS A. Field Measurements: Verify required openings for each type of roof accessory by field measurements before fabrication and indicate measurements on Shop Drawings. 17 COORDINATION A. Coordinate layout and installation of roof accessories with roofing membrane, base flashing and interfacing, and adjoining construction to provide a leakproof weathertight, secure, and noncorrosive installation. 1 With Architect's approval, adjust location of roof accessories that would interrupt roof drainage routes. PART PRODUCTS 21 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to manufacturers listed in other Part 2 articles. B Manufacturers: Subject to compliance with requirements provide products by one of the manufacturers listed in other Part 2 articles. 2.2 METAL MATERIALS A. Galvanized Steel Sheet: ASTM A 653/A 653M G90 coated. B Aluminum Sheet: ASTM B 209 alloy and temper recommended by manufacturer for type of use and mill finish. C Aluminum Extrusions and Tubes. ASTM B 221 alloy and temper recommended by manufacturer for type of use mill finished. D Stainless -Steel Shapes or Sheet: ASTM A 240/A 240M or ASTM A 666 Type 304 or Type 316 No 2D finish. ROOF ACCESSORIES 07720 2 iCLALLAM COUNTY COURTHOUSE RE -ROOF ' E. Steel Shapes: ASTM A 36/A 36M hot -dip galvanized to comply with ASTM A 123/A 123M, unless otherwise indicated F Steel Tube ASTM A 500 round tube baked -enamel finished. G Galvanized Steel Tube ASTM A 500 round tube, hot -dip galvanized to comply with ASTM A 123/A 123M ' H Galvanized Steel Pipe ASTM A 53/A 53M. 2.3 MISCELLANEOUS MATERIALS A. Cellulosic -Fiber Board Insulation. ASTM C 208 Type II Grade 1 1 -inch thick. ' B Glass -Fiber Board Insulation ASTM C 726 1 -inch thick. C Polyisocya n u rate Board Insulation. ASTM C 1289 1 -inch thick. ' D Wood Nailers. Softwood lumber pressure treated with waterborne preservatives for aboveground use, complying with AWPA C2, not less than 1 1/2 inches thick. ' E. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12 compounded for 15 -mil dry film thickness per coat. Provide inert -type non -corrosive compound free of asbestos fibers sulfur components, and other deleterious impurities. F Fasteners. Same metal as metals being fastened or nonmagnetic stainless steel or other non- corrosive metal as recommended by roof accessory manufacturer Match finish of exposed fasteners with finish of material being fastened Provide non -removable fastener heads to ' exterior exposed fasteners. G Gaskets: Manufacturer's standard tubular or fingered design of neoprene EPDM or PVC or flat design of foam rubber sponge neoprene, or cork. H Elastomeric Sealant: ASTM C 920 polyurethane sealant; of type grade, class and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. ' I Butyl Sealant: ASTM C 1311 single -component, solvent -release butyl rubber sealant, polyisobutylene plasticized and heavy bodied for hooked -type expansion joints with limited movement. J Roofing Cement: ASTM D 4586 non -asbestos, fibrated asphalt cement designed for trowel application or other adhesive compatible with roofing system 24 ROOF CURBS i< A. Roof Curbs: Provide metal roof curbs, internally reinforced and capable of supporting 4 superimposed live and dead loads, including equipment loads and other construction to be i supported on roof curbs. Fabricate with welded or sealed mechanical corner joints, with integral formed mounting flange at perimeter bottom Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported r 1 Manufacturers: ROOF ACCESSORIES 07720 3 t - t CLALLAM COUNTY COURTHOUSE RE -ROOF i a. Colony Custom Curbs. ' b Commodity Products Company Inc. C. Conn -Fab Sales, Inc. d. Curbs Plus Inc. e. Custom Curb Inc. ' f LM Curbs. g. -Loren Cook Company h. Metallic Products Corporation i. Pate Company (The). ' j. Roof Products & Systems Corporation. k. Roof Products, Inc. I. Thaler Metal Industries Ltd m ThyCurb Div of Thybar Corporation. ' n Uni-Curb Inc. o Vent Products Company Inc. 2 Load Requirements: Verify with equipment. t 3 Material Galvanized steel sheet, 0 052 inch thick. 4 Liner- Same material as curb of manufacturer's standard thickness and finish 5 Factory install wood nailers at tops of curbs. ' 6 Factory -insulate curbs with 1 -1/2 -inch -thick fiber board insulation. 7 Curb height may be determined by adding thickness of roof insulation and minimum base flashing height recommended by roofing membrane manufacturer Fabricate units to minimum height of 12 inches or as required by existing ducts and stacks unless ' otherwise indicated 8 Sloping Roofs: Where slope of roof deck exceeds 1 48, fabricate curb units with water diverter or cricket and with height tapered to match slope to level tops of units ' 2.5 PREFORMED FLASHINGS A. Exhaust Vent Flashings: Double-wall metal flashing sleeve urethane insulation filled, with ' integral deck flange, 12 inches high, with removable metal hood and slotted metal collar and as follows: 1 Metal: Aluminum sheet, 0.064 -inch thick, mill finished. 2. Diameter, As required by existing flue stack. PART 3 EXECUTION ' 31 EXAMINATION ' A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations ; dimensions, and other conditions affecting performance of work. 1 Verify that substrate is sound dry smooth clean sloped for drainage and securely anchored and is ready to receive roof accessories. 2. Verify dimensions of roof openings for roof accessories. , 3. Proceed with installation only after unsatisfactory conditions have been corrected ROOF ACCESSORIES 07720 4 ' 3.2 A. B C [7 E 79 G CLALLAM COUNTY COURTHOUSE RE -ROOF INSTALLATION General Install roof accessories according to manufacturer's written instructions Anchor roof accessories securely in place and capable of resisting forces specified Use fasteners, separators, sealants and other miscellaneous items as required for completing roof accessory installation Install roof accessories to resist exposure to weather without failing rattling leaking and fastener disengagement. Install roof accessories to fit substrates and to result in watertight performance. Metal Protection Where dissimilar metals will contact each other or corrosive substrates protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer 1 Coat concealed side of uncoated aluminum roof accessories with bituminous coating where in contact with wood ferrous metal or cementitious construction 2. Under-layment: Where installing exposed -to -view components of roof accessories directly on cementitious or wood substrates, install a course of felt under-layment and cover with a slip -sheet, or install a course of polyethylene under-layment. 3 Bed flanges in thick coat of asphalt roofing cement where required by roof accessory manufacturers for waterproof performance. Install roof accessories level plumb true to line and elevation and without warping jogs in alignment, excessive oil canning buckling or tool marks Roof Curb Installation 1 Set roof curb so top surface of roof curb is level. Preformed Flashing Installation. 1 Secure to roof membrane according to vent and stack flashing manufacturer's written instructions. Seal joints with sealant as required by manufacturer of roof accessories. 3.3 TOUCH UP A. Touch up factory -primed surfaces with compatible primer ready for field painting in accordance with Division 9 painting Sections. B Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780 34 CLEANING A. Clean exposed surfaces according to manufacturer's written instructions. END OF SECTION 07720 IROOF ACCESSORIES 07720 5 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 09900 PAINTING PART GENERAL 1 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Condi- tions and Division 1 Specification Sections apply to this Section. 1.2 A L C SUMMARY This Section includes surface preparation and field painting of the following 1 Exposed exterior items and surfaces. 2 Surface preparation, priming and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Ar chitect will select from standard colors and finishes available. Do not paint pre -finished items, concealed surfaces, finished metal surfaces, operating parts and labels. 1 Pre -finished items include the following factory -finished components: a Finished mechanical and electrical equipment. 2 Concealed surfaces include walls or ceilings in the following generally inaccessible spac es: a Furred areas. b Ceiling plenums. C. Utility tunnels. d Pipe spaces. e Duct shafts. 3 Finished metal surfaces include the following a Anodized aluminum. b Stainless steel. C. Chromium plate d Copper e. Bronze and brass. 4 Operating parts include moving parts of operating equipment and the following a Valve and damper operators. b Linkages. PAINTING 09900 1 CLALLAM COUNTY COURTHOUSE RE -ROOF C. Sensing devices. d Motor and fan shafts. 5. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code -required labels or equipment name, identification, performance rating, or nomencla- ture plates. D Related Sections include the following: 1 Division 5 Section "Metal Fabrications' for shop priming ferrous metal. 2 Division 7 Section "Sheet Metal Flashing and Trim 13 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section 1 Semi -gloss refers to medium -sheen finish with a gloss range between 30 and 65 when measured at a 60 -degree meter 14 SUBMITTALS A. Product Data. For each paint system specified. 1 Material List: Provide an inclusive list of required coating materials. Indicate each mate- rial and cross-reference specific coating finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2 Manufacturer's Information. Provide manufacturer's technical information, including label analysis and instructions for handling storing and applying each coating material pro- posed for use. 3 Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs) B Samples: Of each color and material to be applied with texture to simulate actual conditions, on representative Samples of the actual substrate 1 Provide stepped Samples, defining each separate coat primers Use representative col- ors when preparing Samples for review Resubmit until required sheen, color and tex ture are achieved 2. Provide a list of' materials and applications for each coat of each sample. Label each sample for location and application. 3 Submit Samples on the following substrates for the Architect's review of color and texture only - a Flashing: 48 inch with finish to match existing b Stucco Finish 8x10 inch with finish to match existing C Qualification Data. For firms and persons specified in the 'Quality Assurance Article to demon- strate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information speci- fied 1.5 QUALITY ASSURANCE PAINTING 09900 2 CLALLAM COUNTY COURTHOUSE RE -ROOF A. Applicator Qualifications. Engage an experienced applicator who has completed painting sys- tem applications similar in material and extent to that indicated for this Project with a record of successful in-service performance. B. A B C A Source Limitations. Obtain primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. DELIVERY STORAGE, AND HANDLING Deliver materials to the Project Site in manufacturer's original unopened packages and con- tainers bearing manufacturer's name and label and the following information 1 Product name or title of material 2 Product description (generic classification or binder type). 3 Manufacturer's stock number and date of manufacture. 4 Contents by volume, for pigment and vehicle constituents. 5 Thinning instructions. 6 Application instructions. 7 Color name and number 8 VOC content. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F Maintain containers used in storage in a clean condition free of foreign materials and residue. 1 Protect from freezing Keep storage area neat and orderly Remove oily rags and waste daily Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling mixing, and application PROJECT CONDITIONS Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 and 90 deg F Apply solvent -thinned paints only when the temperature of surfaces to be painted and surround- ing air temperatures are between 45 and 95 deg F Do not apply paint in snow rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. EXTRA MATERIALS Furnish extra paint materials from the same production run as the materials applied in the quan- tities described below Package paint materials in un -opened factory -sealed containers for storage and identify with labels describing contents. Deliver extra materials to the Owner 1 Quantity- Furnish the Owner with extra paint materials in the quantities indicated below• a Exterior Semi -gloss Acrylic Enamel 2 gal of each color applied. 2 Quantity Furnish the Owner with an additional 5 percent, but not less than 1 gal. or 1 case as appropriate of each material and color applied. PAINTING 09900 3 T PART 2 PRODUCTS 21 2.2 CLALLAM COUNTY COURTHOUSE RE -ROOF MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorpo- rated into the Work include, but are not limited to products listed in the paint schedules. B. Products: Subject to compliance with requirements, provide one of the products in the paint schedules. C Manufacturers Names: The following manufacturers are referred to in the paint schedules by use of shortened versions of their names, which are shown in parentheses: 1 Tnemec Company Inc. (Tnemec). PAINT MATERIALS GENERAL A. Material Compatibility- Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience B Material Quality, Provide manufacturer's best -quality paint material of the various coating types specified Paint -material containers not displaying manufacturer's product identification will not be acceptable. 1 Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C Colors: Provide custom colors of the finished paint systems to match the existing. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with the Applicator present, under which painting will be performed for compliance with paint application requirements. 1 Do not begin to apply paint until unsatisfactory conditions have been corrected and sur faces receiving paint are thoroughly dry 2. Start of painting will be construed as the Applicator's acceptance of surfaces and condi- tions within a particular area B Coordination of Work. Review other Sections in which primers are provided to ensure compati- bility of the total system for various substrates. On request, furnish information on characteris- tics of finish materials to ensure use of compatible primers. 1 Notify the Architect aboutanticipated problems using the materials specified over sub- strates primed by others. PAINTING 09900-4 CLALLAM COUNTY COURTHOUSE RE -ROOF ' 3.2 PREPARATION A. General. Remove hardware and hardware accessories, and similar items already installed that are not to be painted If removal is impractical or impossible because of the size or weight of tthe item provide surface -applied protection before surface preparation and painting. 1 After completing painting operations in each space or area reinstall items removed using ' workers skilled in the trades involved B Cleaning- Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning ' 1 Schedule cleaning and painting so dust and other contaminants from the cleaning proc ess will not fall on wet, newly painted surfaces. ' C Surface Preparation Clean and prepare surfaces to be painted according to manufacturers writ ten instructions for each particular substrate condition and as specified ' 1 Provide barrier coats over incompatible primers or remove and re -prime 2. Cementitious Materials. Prepare cement plaster surfaces to be painted Remove efflo- rescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to re- move glaze. If hardeners or sealers have been used to improve curing, use mechanical ' methods of surface preparation. a Use abrasive blast -cleaning methods if recommended by paint manufacturer ' b Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where mois- ture content exceeds that permitted in manufacturer's written instructions. ' C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner Flush the floor with clean water to remove acid neutralize with ammonia rinse, allow to dry and vacuum before painting. ' 3 Ferrous Metals: Clean un -galvanized ferrous -metal surfaces that have not been shop coated remove oil, grease, dirt, loose mill scale and other foreign substances. Use sol- vent or mechanical cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a Blast steel surfaces clean as recommended by paint system manufacturer and ac cording to requirements of SSPC-SP 10 ' b Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. C. Touch up bare areas and shop -applied prime coats that have been damaged Wire -brush, clean with solvents recommended by paint manufacturer and touch ' up with the same primer as the shop coat. 4 Galvanized Surfaces. Clean galvanized surfaces with non -petroleum-based solvents so ' surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D Materials Preparation. Mix and prepare paint materials according to manufacturer's written in- structions. 1 Maintain containers used in mixing and applying paint in a clean condition free of foreign materials and residue PAINTING 09900 5 CLALLAM COUNTY COURTHOUSE RE -ROOF 2. Stir material before application to produce a mixture of uniform density Stir as required during application. Do not stir surface film into material If necessary remove surface film and strain material before using 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each under -coat, a lighter shade to simplify identification of each coat when multi- ple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied 1 Paint colors, surface treatments, and finishes to match existing surface to remain 2 Do not paint over dirt, rust, scale, grease moisture, scuffed surfaces, or conditions detri- mental to formation of a durable paint film. 3 Provide finish coats that are compatible with primers used 4 The term 'exposed surfaces' includes areas visible when permanent or built-in fixtures, convector covers, covers for finned -tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required to maintain the system integrity and provide desired protection. 5 Paint surfaces behind movable equipment the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only 6 Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting. Apply first coat to surfaces that have been cleaned pretreated, or other wise prepared for painting as soon as practicable after preparation and before subsequent sur face deterioration. 1 The number of coats and the film thickness required are the same regardless of applica- tion method Do not apply succeeding coats until the previous coat has cured as recom- mended by the manufacturer If sanding is required to produce a smooth even surface according to manufacturer's written instructions and sand between applications. 2. Omit primer on metal surfaces that have been shop primed and touchup painted 3 If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish color and appearance. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thick ness equivalent to that of flat surfaces. 4 Allow sufficient time between successive coats to permit proper drying Do not re -coat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. C Application Procedures: Apply paints and coatings by brush, roller spray or other applicators according to manufacturer's written instructions. 1 Brushes: Use brushes best suited for the type of material applied Use brush of appro- priate size for the surface or item being painted. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required 3 Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. PAINTING r•, I CLALLAM COUNTY COURTHOUSE RE -ROOF D Minimum Coating Thickness Apply paint materials no thinner than manufacturer's recom- mended spreading rate Provide the total dry film thickness of the entire system as recom- mended by the manufacturer E. Prime Coats. Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer to material that is required to be painted or finished and that has not been prime coated by others. Re -coat primed and sealed surfaces where evidence of suction spots ' or unsealed areas in first coat appears to ensure a finish coat with no burn through or other de- fects due to insufficient sealing F Pigmented (Opaque) Finishes Completely cover surfaces as necessary to provide a smooth ' opaque surface of uniform finish color appearance, and coverage. Cloudiness, spotting, holi- days, laps brush marks, runs, sags, ropiness, or other surface imperfections will not be accept- able ' G Stipple Enamel Finish Roll and redistribute paint to an even and fine texture Leave no evi- dence of rolling such as laps, irregularity in texture skid marks or other surface imperfections. ' H Completed Work: Match approved samples for color texture and coverage Remove refinish or repaint work not complying with requirements. ' 34 FIELD QUALITY CONTROL A. The Owner reserves the right to invoke the following test procedure at any time and as often as the Owner deems necessary during the period when paint is being applied 1 The Owner may engage the services of an independent testing agency to sample the paint material being used Samples of material delivered to the Project will be taken ' identified sealed and certified in the presence of the Contractor 2 The testing agency will perform appropriate tests for the following characteristics as re- quired by the Owner• ' a Quantitative material analysis. b Abrasion resistance C. Apparent reflectivity d Flexibility e Washability f Absorption. g Accelerated weathering. ' h. Dry opacity i. Accelerated yellowness. j Re -coating k. Skinning I Color retention. m Alkali and mildew resistance ' 3 The Owner may direct the Contractor to stop painting if test results show material being used does not comply with specified requirements. The Contractor shall remove non- complying paint from the site pay for testing and repaint surfaces previously coated with the rejected paint. If necessary the Contractor may be required to remove rejected paint ' from previously painted surfaces if on repainting with specified paint, the 2 coatings are incompatible. PAINTING 09900 7 CLALLAM COUNTY COURTHOUSE RE -ROOF 3.5 CLEANING A. Cleanup At the end of each workday remove empty cans, rags, rubbish and other discarded paint materials from the site. 1 After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping Be careful not to scratch or damage adjacent finished surfaces. 36 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting Correct damage by cleaning repairing or replacing, and repainting as approved by Architect. B Provide 'Wet Paint' signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1 At completion of construction activities of other trades touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1 37 EXTERIOR PAINT SCHEDULE A. Concrete Stucco, and Masonry (Other than Concrete Masonry Units)- Provide the following fin- ish systems over exterior concrete, stucco and brick masonry surfaces. 1 One Coat: Tnemec Series 156 Enviro-Crete to achieve a total dry film thickness of not less than 6-8 mils. a Provide manufacturer's recommended mold inhibitor B Ferrous Metal: Provide the following finish systems over exterior ferrous metal Primer is not required on shop -primed items. 1 Primer- Tnemec Series 66 Hi -Build Epoxoline to achieve a total dry film thickness of not less than 3 mils. 2. Finish Coat(s). Tnemec Series 30 SPRA-SAF EN to achieve a total dry film thickness of not less than 2-4 mils. a Provide manufacturer's recommended mold inhibitor C Zinc -Coated Metal Provide the following finish systems over exterior zinc -coated (galvanized) metal surfaces: 1 Primer- Tnemec Series 66 Hi -Build Epoxoline to achieve a total dry film thickness of not less than 3 mils. 2. Finish Coat(s): Tnemec Series 30 SPRA-SAF EN to achieve a total dry film thickness of not less than 2-4 mils. a Provide manufacturer's recommended mold inhibitor D Aluminum Provide the following finish systems over exterior aluminum surfaces: PAINTING 09900 8 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Primer- Tnemec Series 66 Hi -Build Epoxoline to achieve a total dry film thickness of not less than 3 mils 2. Finish Coat(s): Tnemec Series 30 SPRA-SAF EN to achieve a total dry film thickness of not less than 2-4 mils. a Provide manufacturer's recommended mold inhibitor END OF SECTION 09900 PAINTING 09900 9 ICLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 11014 FALL RESTRAINT EQUIPMENT ' PART GENERAL ' 1 1 SUMMARY SECTION INCLUDES A. Horizontal fall restraint cable system including ' 1 System design 2 Cable. ' 3 Intermediate anchors. 4 Terminating anchors 5 Energy absorber ' 1.2 RELATED SECTIONS A. Section 07540 'Thermoplastic Membrane Roofing' ' B Section 07620 'Sheet Metal Flashing and Trim ' 1.3 REFERENCES A. Publications listed herein are part of this Specification to extent referenced ' 1 American Institute of Steel Construction (AISC): ' a AISC Publication Load and Resistance Factor Design for Structural Steel Buildings. b AISC Specifications for the Design of Cold -Formed Steel Structural Members. 2. American Society for Testing and Materials (ASTM): a ASTM A36 Specification for Structural Steel ' b ASTM A123 Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Hardware C. ASTM A500 Specification for Cold -Formed Welded and Seamless ' Carbon Steel Structural Tubing in Rounds and Shapes d ASTM A780 Practice for Repair of Damaged and Uncoated Areas of Hot - Dip Galvanized Coatings e ASTM B209-04 Specification for Aluminum and Aluminum -Alloy Sheet ' and Plate f ASTM 8221-02 Specification for Aluminum and Aluminum -Alloy Extruded Bars, Wire, Shapes, and Tubes g ASTM B308/B308M-02 Standard Specification for Aluminum -Alloy 6061 T6 Standard Structural Profiles 3 American Welding Society (AWS): ' FALL RESTRAINT EQUIPMENT 11014 1 1 14 15 CLALLAM COUNTY COURTHOUSE RE -ROOF a AWS D1 1 Structural Welding Code 4 Occupational Safety and Health Standards: a. ANSI/IWCA 1-14 1 2001 Window Cleaning Safety b 1910 Subpart D (Walking and Working Surfaces). C. 1910 66 Appendix C (Personal Fall Arrest). d OSHA procedures and precautions for employees using descent control equipment. SYSTEM DESCRIPTION A. Anchorage Design Requirements: 1 Safety anchor system design shall comply with current OSHA, ANSI and local regulations pertaining to fall protection in accordance with sections 1 1 1.2 and 13 2 Anchor system shall provide independent fall arrest anchorages in addition to suspension line anchorages for each descent location as required by OSHA and ANSI requirements. 3 Structural requirements of anchorages used for rope descent a Anchorage shall be capable of sustaining a minimum load of 5 000 lbs. in any direction without fracture or pullout (yield tensile strength). Anchor yield tensile strength shall be verified by test report. b Anchorage shall be capable of sustaining a minimum load of 2,500 lbs. in any direction without permanent deformation (tensile load). Anchor tensile strength shall be verified by test report. 4 Locate primary support and fall arrest anchors in conjunction with areas of building needing to be serviced. B Horizontal fall restraint cable system 1 The Horizontal fall restraint cable system .(HFRCS) shall allow up to two users to traverse the length of the cable span, each using a single lanyard for traveling along the cable spans. Turns in the HFRCS will require a double lanyard The HFRCS shall be designed for two users using an energy -absorbing lanyard which limits the force applied to the HFRCS to 900 Ib or less. 2. The horizontal line shall be constructed of 3/8' x 7 x 19 stainless steel or galvanized aircraft cable, commercial grade per specification SD 118 and Fed. Spec. RR -W-410 construction grade, with an average breaking strength of not less than 14 400 lbs. 3 Horizontal lines shall be permanently attached to anchors with 3 non -corrosive permanently swaged fittings swaged to manufacturer's specifications at each termination. Swages shall be verified not to loosen under load. Load capacity of one swage shall exceed strength of wire rope. 4 Horizontal lines must be attached to anchorages designed to be capable of supporting a minimum 5,000 Ib However the HFRCS cable and anchorages shall be independent of anchorages used for suspension in accordance with Section 1 4(A) Anchorage Design Requirements. SUBMITTALS FALL RESTRAINT EQUIPMENT 11014 2 Ls .1 CLALLAM COUNTY COURTHOUSE RE -ROOF A. Product Data Manufacturer's data sheets on each product proposed 1 Test report certified by a Professional Engineer 2 General product data ' 3. Detailed drawings of equipment proposed 4 Installation instructions. ' B Shop Drawings: 1 Submit scaled shop drawings showing location plan of all support equipment and sections detailing all parts and accessories. 2 Clearly specify equipment dimensions, materials, fabrication details, hardware, ' and installation instructions 3 Include notes with guidelines of proper use of system 4 Equipment location plan to include identification number next to each piece of ' equipment, i.e (anchors davits, and rigging sleeves.) that are permanently affixed to a structure 5 Field welds shall be indicated on equipment details using AWS symbols and showing length and size Auxiliary views shall be shown to clarify welding as ' required 6 Shop drawings shall be prepared under supervision of a Registered Professional Engineer and shall bear Engineer's seal and signature. Professional Engineer shall be licensed in jurisdiction where Project is located Include P E certified report of tested equipment. C Quality Assurance Submittal Certificates- ' 1 Provide documentation verifying company's amount of experience and successful performance in design, fabrication and installation of permanent window washing equipment. 2 Submit listing of company's installations representing similar scope and complexity to project requirements for previous 10 years. List shall include information as follows: ' a Project name and address. b Name of Owner C. Name of Contractor ' d Name of Architect (if applicable). e Date of completion. 3 Provide documentation verifying that installers have been trained by the 1 manufacturer and are competent. D Contract Closeout Submittals: ' 1 Operation and Maintenance. ' a Provide a safety inspection logbook for yearly inspections. Logbook shall include a certification of compliance letter. The certification of compliance shall state that access system is in compliance with current OSHA regulations and ANSI/IWCA 1-14.1 2001 Window Cleaning Safety Standard. 2 Project Record Document Data. FALL RESTRAINT EQUIPMENT 11014 3 V F e CLALLAM COUNTY COURTHOUSE RE -ROOF ; a Record anchor locations and details. ' b Submit 2 copies of a reduced plastic laminated Project Record Drawing showing as -installed anchor locations, details, and instructional text in English (and Spanish upon request). Post one copy on interior of each i roof door or adjacent to exit on roof- Owner shall establish exact location. ' C. Submit a letter of certification by a Registered Professional Engineer licensed in jurisdiction where Project is located verifying that installed anchors and system are in compliance with OSHA and ANSI requirements as specified Engineer shall witness random testing of not ' less than 20% of all installed anchors (applying a load as determined adequate by the Engineer). Each piece of access equipment dedicated to the building shall be tested on site under the supervision of a P E. in accordance with ANSI/IWCA 1-141-2001 Window Cleaning Safety and , Summit Anchor Co test procedures. 1 6 QUALITY ASSURANCE A. Qualifications 1 Provide products from a company specializing in design, fabrication and ' installation of permanent window washing equipment with a minimum of 5 years documented experience. Companies like miscellaneous metal fabricators not normally engaged in design and fabrications of suspended access equipment are not acceptable. 2 Manufacturer and installer shall have specific liability insurance (products and completed operations) in an amount not less than $5 000 000 , 3 Installer(s) shall be trained or qualified by manufacturer in installation techniques and procedures of permanent window washing equipment and shall demonstrate a minimum of 5 years successful experience in such installation. B. Regulatory Requirements 1 Comply with Occupational Health and Safety Standards: a 1910 Subpart D (Walking and Working Surfaces) ' b 1910 66 Appendix C (Personal Fall Arrest). 2. Welding shall comply with AWS D1 1 and shall be performed by welders qualified to work in jurisdiction where Project is located 3. Comply with AISC publications: a. Load and Resistance Factor Design for Structural Steel Buildings. b. Specifications for the Design of Cold -Formed Steel Structural Members. 1 7 DELIVERY STORAGE AND HANDLING i A. Deliver materials in original unopened packaging. ; B. Storage and Protection. 1 Store materials in a protected area away from construction activities. ' 2. Clean bolts that have become dirty before installing FALL RESTRAINT EQUIPMENT 11014 4 , CLALLAM COUNTY COURTHOUSE RE -ROOF 3 Special care must be taken with stainless steel since not compatible with many chemicals and materials. 4 Do not install, damaged materials. Remove damaged materials from site 1.8 SEQUENCING AND COORDINATION A. General contractor is responsible for coordinating the schedule for producing shop drawings, fabricating suspended access equipment, and installation. General contractor shall allow three weeks for delivery of shop drawings and three weeks to deliver equipment upon approval of shop drawing by general contractor B Manufacturer to provide detailed installation instructions and directions for installation of embedded items welded items, and through -bolted items, etc. C Manufacturer to provide installation assistance during installation of the equipment. However the responsibility of the installation rests with the general contractor unless equipment is installed and certified by the manufacturer PART 2 PRODUCTS 2 1 ACCEPTABLE MANUFACTURERS AND INSTALLERS A. Fall Restraint System 1 Manufacturer of fall restraint systems complying with OSHA requirement. 2 Installers shall be certified by the manufacturer of the system 2.2 STRUCTURAL COMPONENTS' MATERIALS A. Exposed Structural Components Finish. Galvanized Mild Steel or Stainless Steel. 1 Steel. ASTM A572 GR 50 2. Steel ASTM A A36 3 Galvanizing ASTM A123. 4 Stainless Steel; 304 ASTM A 193 Grade B8 Class 2 5 Aluminum 6061 T6 Alloy B Yield Strength 1 Base Plates and Bottom Plates High Strength Steel 50 ksi minimum 2 Other Sections: 36 ksi minimum C Non -Structural Components. 1 Aluminum 6061 T6 Alloy 2 Alloys shall conform to requirements published in AA Aluminum Standards. 3 Sheet and Plate: ASTM B209 4 Extruded Bars, Rods, Shapes, and Tubes: ASTM 8221 D Cold -Rolled Sections. 1 FALL RESTRAINT EQUIPMENT 11014 5 CLALLAM COUNTY COURTHOUSE RE -ROOF , 1 ASTM A500 2. Yield Strength. 55 ksi minimum ' 3 Tensile Strength. 62 ksi minimum E Nuts Bolts, and Washers: 1 Stainless Steel; 304 ASTM A 193 Grade B8 or F593C 2 Galvanized Flat Washers ASTM F-436 or 18 -8 Stainless Steel F Anchor Bolts (for securing base plate)- ' 1 Metal: Stainless Steel 304 Stainless Steel ASTM A 193 Grade 8 B8 , 2. Size. 5/8 in. diameter minimum C Hilti HDA Undercut Anchoring System. 1 HAD -T Undercut Anchor (Through -Set Type). ' 2 Anchor size and embedment depth. As needed to suit loads imposed by Summit Anchor equipment. Consult project engineer to determine proper anchoring system based on concrete condition, psi and thickness before ordering Summit ' equipment. 3. Installed per Hilti installation instructions. D Hilti HVA Capsule Adhesive Anchoring System ' 1 Anchor size and embedment depth: As needed to suit loads imposed by Summit Anchor equipment. Consult project engineer to determine proper anchoring ' system based on concrete condition, psi, and thickness before ordering Summit equipment. 2. Installed per Hilti installation instructions. 3 Installed by Hilti accredited installers only ' 4 Each installed anchor assembly shall be load tested to 50 percent of its rated capacity Test results shall be certified a P.E with experience in suspended access equipment. 2.3 MANUFACTURED UNITS A. Anchor - 1 Capable of withstanding 5000 lbs. (2268kg) in any direction without permanent deflection. ' 2. Anchor eye size. Not less than 1/4 inch (20 mm) diameter material with 2'/4 in (60 mm) eye opening 3. Anchor eye metals: a. Forged, quenched and tempered. 1) Tensile Strength. 90 000 min. Yield Point: 55 000 min. ' b. Stainless steel, type 304 (solution annealed). 4 Anchor tube height: not less than 4 in above the finished roof , B Cable system. FALL RESTRAINT EQUIPMENT 11014 6 - ' 11 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Install complete with inline shock absorber to limit load to 2,250 lbs. or less at terminating anchors 2 Pass through cable anchors to allow up to two workers to traverse straight cable runs with single lanyard without detachment off lanyard C Flashing with one E.P.D.M gasket seal top and base 1 Seamless Spun Aluminum Flashing: ASTM B221 Type 6061 T6 alloy 2. Stainless Steel 304 D Cast in place equipment: 1 A minimum of two cast -in-place steel studs are required for concrete embedded anchors. 2.4 FABRICATION A. Fabricate work true to dimension, square, plumb level and free from distortion or defects detrimental to appearance and performance. B. Grind off surplus welding material to ensure exposed surfaces are smooth so as not to abrade workers ropes. C Welding shall be in accordance with the AWS Structural Welding Code D1 1/D1 PART 3 EXECUTION 31 EXAMINATION A. Site Verification of Conditions. 1 Examine areas and conditions under which permanent window washing equipment shall be installed 2. Report to general contractor any conditions that deviate from shop drawings or any defects in workmanship that would cause an unsafe installation. This report shall be verified in writing to the general contractor and any other responsible party 3 Correct conditions detrimental to timely and proper execution of work. 4 Do not proceed until unsatisfactory conditions have been corrected 5 Commencement of installation constitutes acceptance of conditions and responsibility for satisfactory performance by installer 6 Faults occurring in work of this section due to acceptance of unsatisfactory conditions shall be corrected at no additional cost to Owner 3.2 INSTALLATION A. General Requirements: 1 Install system in compliance with manufacturer's instructions. Install equipment level, tightly fitted and flush to adjacent surfaces as needed for proper installation. FALL RESTRAINT EQUIPMENT 11014 7 3.3 CLALLAM COUNTY COURTHOUSE RE -ROOF 2. Coordinate anchor installation with roofing installation to ensure a watertight and warrantable condition of the roofing Anchors shall be directly flashed into roofing in a manner compatible with roofing system and anchors. 3. When components come into contact with dissimilar metals, surfaces shall be kept from direct contact to prevent corrosion 4 No wall anchors shall be installed through membrane roofing system without specification detailing such from the company warranting the roof 5 Deform a minimum of two threads of tail end of anchor studs after nuts have been tightened to prevent accidental removal or vandalism. Deform threads with 2/32" stainless steel punch. B Instructions for Welding Access Equipment to Structure. 1 All welders must be certified in welding procedure specified for project, according to American Welding Society AWS codes and procedures. 2. Welding rods used to weld the anchor system to be E70 xx electrodes. 3 Prior to welding anchors to structure, abrasively remove within one inch of all welded surfaces galvanizing, mill, scale and rust. 4 Immediately after welding, chip away slag to prepare for welding inspector to inspect welds. 5 An AWS certified welding inspector must inspect and confirm size of all field welds. Following the inspection a written report must be supplied to the building owner and/or general contractor Welded joints shall not be painted until after welding has been completed and the weld accepted 6 Immediately after an acceptable inspection, paint welded areas with cold - galvanizing compound to protect from corrosion. 7 Installation supervisor to initial drawing certifying anchor is installed correctly and safe for suspended work (see installation certification sheet). 8 Structural steel to receive roof or wall anchors shall have a surface wide enough so that base plate can be welded all the way around For example, anchors equipped with 4'/z in (112.5 mm) base plates would require a minimum 5 in (137.5 mm) surface to weld to C Adhesive and Undercut Anchor Fasteners: 1 Installation of Summit Anchor Co. equipment mounted with adhesivetype anchor fasteners shall be performed by Hilti accredited installers only 2. Installation of Summit Anchor Co equipment mounted with undercut type anchor fasteners shall be performed by Hilti trained installers only D Aluminum Flashing - Deck flange shall be flashed in compliance with .National Roofing Contractor Association recommendations. REPAIR/RESTORATION A. Galvanizing Touch -Up 1 Immediately after erection clean field welds and abraded areas. Repair damaged areas in compliance with ASTM A780 34 FIELD QUALITY CONTROL FALL RESTRAINT EQUIPMENT ICLALLAM COUNTY COURTHOUSE RE -ROOF A. Inspection and site visits 1 Inspections and site visits shall be performed while installation of equipment is in progress under the supervision qualified professional engineer registered in the jurisdiction where the project is located 2 On site inspection, of equipment welded to structure shall be performed by an AWS Certified Welding Inspector verifying in writing size and quality of welds. Such an inspection shall be performed on each piece of equipment before 1 roofing material is installed. 3 On site inspection shall be performed on all cast in place items while being tied in with the rebar with sufficient time before concrete is poured to allow to ' adjustments to embedded items as recommended by inspector 4 General Contractor shall be responsible to schedule above site visits and inspections with sufficient advanced notice given to the inspection company ' B Site Tests 1 All equipment shall be tested on site in accordance with manufacturer's recommendations. 2 Equipment shall be tested under the oversight of a Professional Engineer with experience with manufacturers guidelines ' 3.5 ADJUSTING ' A. Verify that completed work has been installed correctly and products function properly Make adjustments where needed to ensure satisfactory operation. B Complete inspection logbook to certify system for use noting any deviations changes, or corrections from original shop drawings. Provide as -built anchor layout plan on 11 in x 17 in paper or larger together with annual inspection logbook. 1 END OF SECTION 11014 iFALL RESTRAINT EQUIPMENT 11014 9 6 CLALLAM COUNTY COURTHOUSE RE -ROOF ' SECTION 15000 — MECHANICAL (PERFORMANCE SPECIFICATION) PART GENERAL 11 SECTION INCLUDES A. This Section is specifically applicable to the Basic Mechanical Requirements in addition to Division 1 General Requirements B. The General Conditions and General Requirements (Division 1) apply to this Section 15000 Work. ' 1.2 DESCRIPTION A. Work shall include the removal and replacement of all roof top ventilators and exhaust fans. ' B A completed operating installation of all mechanical systems shall be provided All installations shall be in strict compliance with the specifications, drawings, general conditions and contract terms, all applicable current State and Local Codes and Ordinances. In case of conflicts the ' quality deemed best by the Owners Representative will govern. C This Work is Design/Build 1.3 SCOPE OF WORK ' A. HVAC 1 Contractor to coordinate provide and install replacement roof top HVAC equipment system per governing authorities requirements, as specified and as approved by the ' Owners Representative 2 Contractor to provide detailed shop drawings — submitted to and approved by governing jurisdiction ' 3 Contractor to comply with all State Energy Code requirements and complete State Energy Code forms. 4 Remove all roof top ventilators and exhaust fans and hoods. 5 Provide replacement roof top ventilators and exhaust fans and hoods. ' a Match existing equipment manufacturer model and specifications. b If existing equipment is not available provide equipment of equal quality and performance ratings. 6 Coordinate with roof curb ' 14 REFERENCES A. ASME American Society of Mechanical Engineers. ' B. ANSI American National Standards Institute. ' C ASTM American Society for Testing and Materials. MECHANICAL (PERFORMANCE SPECIFICATION) 15000-1 CLALLAM COUNTY COURTHOUSE RE -ROOF D UL Underwriters' Laboratories, Inc. E IBC International Building Code. F IMC International Mechanical Code Including Oregon Mechanical Specialty Code. G. UPC Uniform Plumbing Code. Including Oregon Plumbing Specialty Code H ACI American Concrete Institute. I NFPA National Fire Protection Association. J NEMA National Electrical Manufacturer's Association K. ASHRAE American Society of Heating, Refrigeration and Air -Conditioning Engineers L. UFC Uniform Fire Code M SMACNA Sheet Metal and Air Conditioning Contractors. N NBS National Bureau of Standards. O AGA American Gas Association. P ASPE — American Society of Plumbing Engineers 15 SUBMITTALS A. Submit (3) sets of shop drawings energy calculations and other required information to local jurisdiction for approval B Submit four bound HVAC and Plumbing shop drawings and product data grouped to include complete submittals of project, products, and accessories in a single submittal Each product data to be labeled and cross referenced to the drawings. Each bound shop drawings and product data shall be indexed as follows. 1 HVAC a. Equipment. b Detailed drawings and equipment schedules. C. Copy of energy calculations. C Proposed Mechanical Products List: Include products to indicate the following: 1 Manufacturer's name and address. 2. Catalog designation or model number 3 Equipment Schedule, Number corresponding to the drawings mark numbers. 4 Rough -in data and dimensions, including curb dimensions. 5 Performance curves and rated capacities. 6 Motor characteristics and wiring diagrams. 7 Operation characteristics. 8 Airborne noise levels. D Proposed Drawings: Include drawings to indicate the following MECHANICAL (PERFORMANCE SPECIFICATION) 15000-2 ,t CLALLAM COUNTY COURTHOUSE RE -ROOF 1 Roof Plan with each unit indicated and labeled with a mark number 1 6 REGULATORY REQUIREMENTS A. The Contractor is required to comply with all applicable National State and Local Codes, Standards and Ordinances in performing this work. Contractor shall pay for all permits and tests B All work and materials shall be governed by the recommended practices of- AGA ANSI ASHRAE ASME, ASTM American Welding Society Hydraulic Institute, NBS NEC NEMA, NFPA, SMACNA, UBC UL, UMC UPC UFC and latest adopted editions. 1 7 RECORD DRAWINGS A. In addition to Division 1 General Requirements the following work shall apply- 1 pply1 As installed drawings: Maintain a set of black line prints of the building plans for the duration of the contract and mark a Record of the work as installation progresses. Dimensions shall be referenced from Visible Building structural features such as bearing walls or columns. ' 2 Include one set of record drawings with documents required at Completion Requirements. 3 See Section 01770 for other requirements. 1.8 QUALITY ASSURANCE ' A. HVAC 1 Design and installation to conform to IMC IBC ASHRAE SMACNA, local authorities having jurisdiction and as directed by the Owners Representative ' 2 Provide complete energy code compliance forms 1 19 WARRANTY A. All equipment, apparatus and work shall be free from all defects, shall be fabricated built and installed to deliver its full rated capacity and efficiency for which it was specifically designed B. Without additional charge replace any work or new material which develops defects, except from abuse within one year from Owners Representative acceptance. ' 110 SAFETY A. The contractor will be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance at the work. B. This requirement will apply continuously and not be limited to normal working hours. ' 1 11 OPERATION AND MAINTENANCE MANUALS ' MECHANICAL (PERFORMANCE SPECIFICATION) 15000-3 1 CLALLAM COUNTY COURTHOUSE RE -ROOF A. At least five copies of the Operation and Maintenance (O&M) Manuals shall be submitted and shall contain all manufacturer's data and a complete list of repair and replacement parts necessary for the maintenance of equipment. All recommended oiling methods filter changes, gasket replacement, preventative maintenance indicating frequency of performance etc. shall be identified in a cover letter and bound in the front of the O&M manuals. In addition, a written step-by-step detail of the start-up and shut -down procedure shall be incorporated in the letter B. A table of contents shall be included indicating page numbers for major items. In each chapter include operating instructions for each piece of equipment. Include all shop drawings, control drawings, and record drawings. C The Maintenance Manual shall be submitted for approval to the Owners Representative ten (10) days prior to substantial completion PART 2 PRODUCTS 2.1 GENERAL A. The contract shall be based upon furnishing all materials and equipment as new of the best grade, and the latest products as listed in printed catalog data B. All articles of a kind shall be standard product of a single manufacturer 2.2 HEATING VENTILATING AND AIR CONDITIONING EQUIPMENT A. Replace existing equipment. 1 Roof Top Ventilators: a. Match existing. 2. Roof Top Exhaust Fans. a. Match existing. B. Motors 1 Motor Construction: NEMA MG 1 general purpose, continuous duty Design B 2. Enclosure Type: Open dripproof C Source Quality Control 1 Sound -Power Level Ratings: Comply with AMCA 301 'Methods for Calculating- Fan Sound Ratings from Laboratory Test Data. Factory test fans according to AMCA 300 "Reverberant Room Method for Sound Testing of Fans. Label fans with the AMCA- Certified Ratings Seal. 2. Fan Performance Ratings: Establish flow rate, pressure, power air -density speed of rotation, and efficiency by factory tests and ratings according to AMCA 210 'Laboratory Methods of Testing Fans for Rating. 2.3 TESTING ADJUSTING & BALANCING MECHANICAL (PERFORMANCE SPECIFICATION) 15000-4 U. CLALLAM COUNTY COURTHOUSE RE -ROOF ' A. At the completion of the job perform the testing and balancing of the air distribution and heating by an approved independent test and balance.agency who specializes in this work. B Submit three (3) bound copies of complete balancing reports on forms which have been ' reviewed and approved by the Owners Representative. Provide with the report marked balancing drawings showing air opening numbers and flow station numbers that correspond to the numbering system in the balancing report (logs). Include approved drawings and report with completion requirements. C Test, adjust and balance the air distribution system to within minus 5 percent plus 10 percent of values indicated PART 3 EXECUTION 31 GENERAL ' A. Contractor to visit site prior to submitting bid During visit contractor shall determine existing systems and exact conditions. ' 3.2 HVAC A. Design Parameters ' 1 Size exhaust systems according to the following minimum criteria a Toilet/Shower Rooms 12 air changes per hour B Installation ' 1 During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system 2 Install flexible duct connections immediately adjacent to equipment in ducts associated with fans and motorized equipment. ' 3 All control wiring rough in and final connections to mechanical equipment shall be included in Div 15 work and is the responsibility of the mechanical contractor All boxes, fittings, conduit, cables, methods and installation to conform to Division 16 of the ' specifications and per N.E C Include detailed wiring diagrams and sequence of operation with shop drawings and operating and maintenance manuals. ' 33 TESTS A. The Contractor shall be responsible for scheduling obtaining permits, making payments of all fees and/or services to test the mechanical systems as specified and as required by local ' authorities, including balancing of HVAC system 1 Any deficiencies, which appear during testing shall be corrected before progressing further No piping equipment or other portions of the mechanical installation shall be covered or concealed until all required tests are satisfactorily completed. MECHANICAL (PERFORMANCE SPECIFICATION) 15000-5 CLALLAM COUNTY COURTHOUSE RE -ROOF 2 Upon completion a written certification shall be furnished to attest that the tests have been duly performed Include a copy with the required operation and maintenance manuals. B. An operating test can be requested by the Architect and Owners Representative at any time to demonstrate satisfactory functioning of any portion or the entire mechanical installation. C A final test shall be made by the Contractor -at the completion of the project and after the mechanical system has been in operation for a period of time. Before final acceptance all defects which appear shall be corrected 34 IDENTIFICATION A. General Permanently label equipment components of each mechanical system to correspond to the contractors drawings. Use plastic laminate with adhesive Utilize standard markers for identification 35 FINAL ADJUSTMENT & CLEANING A. All equipment shall be checked for proper operation and final acceptance. Clean all equipment remove shipping labels. 36 AS -BUILT (RECORD DRAWINGS) A. Submit as -built (record) drawings to the Owners Representative 10 days prior to final completion. The value of these as -built (determined by the Owners Representative's representative) will be withheld from the Contractor until they are submitted in approved form. 37 COMPLETION REQUIREMENTS A. Upon completion of the work and adjustment of all equipment, all systems shall be tested by the contractor to demonstrate to the Owners Representative's representative that all equipment furnished and installed or connected under the provisions of these specifications function mechanically in the manner required At the time of this demonstration the contractor shall deliver to the Owners Representative's representative bound copies of the approved operation and maintenance manuals and record drawings. END OF SECTION 15000 MECHANICAL (PERFORMANCE SPECIFICATION) 15000-6 C, CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 16010 — GENERAL ELECTRICAL PROVISIONS (PERFORMANCE SPECIFICATION PART 1 — GENERAL 1 SECTION INCLUDES A. This Section is specifically applicable to the Basic Electrical Requirements, in addition to Division 01 — General Requirements. B The General Conditions and General Requirements (Division 01) apply to this Section 16010 of Work. C This Section also includes provisions from Sections 16120 16140 and 16450 ' 1.2 DESCRIPTION A. Disconnect and reconnect equipment removed to accommodate re -roof All installations shall ' be in strict compliance with the Specifications, Drawings, General Conditions and Contract Terms, all applicable current State and Local Codes and Ordinances. In case of conflicts the quality deemed best by the Owners Representative will govern. B. This Work is Design/Build 1.3 SCOPE OF WORK A. Contractor shall provide lighting power fire alarm systems design, labor and material construction services associated with the removal and replacement of the roof top equipment and fixtures. Reference Architectural drawings for Area of Work. B. A State of Washington Licensed Supervising Electrician whom complies with State of 1 Washington Requirements shall provide the Electrical design C Refer to Architectural Drawings for some required equipment, fixtures, etc. D Contractor is to submit and obtain approval from Washington State Bureau of Labor and Industries. Contractor is responsible for paying all costs for obtaining permit. ' 1 5 CODES AND PERMITS A. This Work shall comply with the latest Rules and Regulations of the State and Local Authorities Having Jurisdiction, National Electrical Code International Fire and Building Codes. B Obtain and pay for all required permits, plan check charges and certificates. Deliver Certificates of Acceptance from the Code -Enforcing Authorities to the Architect. 1 6 COOPERATION WITH OTHER CRAFTS ' GENERAL ELECTRICAL PROVISIONS (PERFORMANCE SPECIFICATION) 16010-1 CLALLAM COUNTY COURTHOUSE RE -ROOF ' A. Cooperate with other crafts (or contracts) as may be necessary for the proper execution of this Work. 1 7 INSPECTION OBSERVATION AND TESTS A. Provide one (1) journeyman, tools, meters, instruments and other test equipment required to properly complete the Work. Contractor to remove and replace trims, covers, fixtures, etc. and test materials, systems, methods and Workmanship in the presence of the Architect for final , review at completion of this Work. 1 8 GUARANTEE AND CLEAN-UP A. Provide one (1) journeyman tools, meters instruments and other test equipment required to properly complete the Work. Contractor to remove and replace trims covers, fixtures, etc. and test materials, systems, methods and Workmanship in the presence of the Architect for final review at completion of this Work. B Keep tools and materials in an orderly manner throughout the construction period Upon completion of this Work; remove all excess materials, tools, dirt and debris from the job site. C Leave the entire electrical system installed under this Work in clean dust -free and proper , Working order D Without additional charge, replace any Work or material, which develops defects, except from abuse, within one (1) year from acceptance unless otherwise noted �. 1.9 SPREAD OF FIRE OR PRODUCTS OF COMBUSTION A. Electrical installations in hollow spaces, vertical shafts and ventilation or air -handling ducts shall be so made that the possible spread of fire or products of combustion will not be substantially increased Openings around electrical penetrations through fire resistance rated walls, partitions, floors or ceilings shall be fire stopped. PART 2 — PRODUCTS (Not Used) ' PART 3 — EXECUTION (Not Used) ' END OF SECTION 16010 GENERAL ELECTRICAL PROVISIONS (PERFORMANCE SPECIFICATION) 16010-2 ' CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 16120 — CONDUCTORS AND CONNECTORS (PERFORMANCE SPECIFICATION) PART 1 —GENERAL 11 CONDUCTORS A. All Branch Circuit and Feeder Conductors shall be 600 -volt insulation, Copper soft drawn. B Insulation types approved shall be THW THHN and THWN Number 8 and larger shall be stranded Class B C The minimum Conductor size shall be number 12 AWG unless otherwise specified herein D Color -code all Feeder and Branch Circuit Conductors in a consistent phase -to -phase manner Phases A -B -C left-to-right and phases A -B -C top -to -bottom E. Color coding of conrluctnrs- Phase-to-Phase Voltage Phase A Phase B Phase C Neutral Ground Under 250 -volts I Black Red Blue White I Green 1.2 CONNECTORS A. Branch Circuit Connectors shall be Scotch -Lok, Ideal Wire Nut, and Scotch 3M or approved 1.3 CABLE SPLICES A. Split -bolt, compression terminal, tool applied sleeves, Burndy Kearney or approved B Vinyl plastic electrical tape, flame-retardant, equal to Scotch #33 or approved C Termination lugs for number 12 AWG conductors and/or smaller shall be spade -flared tool applied 1 4 GENERAL WIRING METHODS A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for control wiring B Use 10 AWG conductors for 20 ampere, 120 -volt branch circuit home runs longer than 75 feet. C Place an equal number of conductors for each phase of a circuit in same raceway D Splice only in junction or outlet boxes. E Neatly train and lace wiring inside boxes, equipment, and panel boards. F Make conductor lengths for parallel circuits equal. CONDUCTORS AND CONNECTORS (PERFORMANCE SPECIFICATION) 16120-1 CLALLAM COUNTY COURTHOUSE RE -ROOF 1 5 CABLE INSTALLATION A. Provide protection for exposed cables where subject to damage B. Use suitable cable fittings and connectors. 1.6 WIRING CONNECTIONS AND TERMINATIONS A. Make splices, taps and terminations to carry full capacity of conductors without perceptible temperature rise. PART 2 — PRODUCTS (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION 16120 CONDUCTORS AND CONNECTORS (PERFORMANCE SPECIFICATION) 16120-2 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 16140 — WIRING DEVICES AND PLATES (PERFORMANCE SPECIFICATION) PART 1 — GENERAL 11 MATERIALS A. Wiring Devices shall be specification stainless steel. B Acceptable grade Devices to those specified will be Pass & Seymour Leviton, Hubbell or equal All Lighting Switches and Duplex Receptacles installed shall be of the same Manufacturer and have identical appearance. C Receptacles: 1 Duplex 20 ampere, 3 -wire 2 -pole Grounding 1.2 INSTALLATION A. Install switches with OFF position down B Install mounted convenience receptacles grounding pole on bottom C Install devices and wall plates flush and level D Devices and Finish Plates shall be installed plumb with Building lines. Finish Plates and Devices shall not be installed until final painting is complete. Scratched or splattered Finish Plates and Devices will not be accepted E. Receptacles shall be tested for polarity PART 2 — PRODUCTS (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION 16140 WIRING DEVICES AND PLATES (PERFORMANCE SPECIFICATION) 16140-1 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 16450 GROUNDING (PERFORMANCE SPECIFICATION) PART 1 — GENERAL 1 1 SYSTEM DESCRIPTION A. Ground equipment enclosures, exposed non-current carrying metal parts of electrical equipment, metal raceway systems grounding conductor in raceways and cables, and duplex receptacle grounds. 1.2 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation PART 2 — PRODUCTS (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION 16450 GROUNDING (PERFORMANCE SPECIFICATION) 16450-1 CLALLAM COUNTY COURTHOUSE RE -ROOF SECTION 16510 — LIGHTING FIXTURES (PERFORMANCE SPECIFICATION) PART 1 —GENERAL 1 1 INSTALLATION A. Install lamps in fixtures. B Coordinate installation of Fixtures with other trades to avoid conflicts PART 2 — PRODUCTS (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION 16510 LIGHTING FIXTURES (PERFORMANCE SPECIFICATION) 16510-1 U, Q o inCA_-AM COJN Y COL ous ~ ~ �d lu =o 223 EAST FOURTH co PORT ANGELES, WASHINGTON CITY OF PORT ANGELES — Construction Plana The Issuance of this permit based upon these plans, specirii- cations and other data shall not prevent the building official from thereafter requiring the aerrection of errors in said lu COURTHOUSE RE— ROO plans, specifications and other data, or from preventing y, building operations being carried on thereunder when in m violation of all codes and ordinances of this jurisdiction. PROJECT 620901 CH - \ Wiffiwill);119 (011 bI c. gal.,� O J , VICINITY MAP DESIGN TEAM INDEX OF DRAWINGSq-p� OWNER: ARCHITECTURAL Now R:A:,>.......,. ®m County of Clallam Washington SHEET NO, SHEET TITLE 223 East Fourth St, Suite 7 A0.00 COVER /INDEX ,w Port Angeles , Washington 98362 ac • Joel G. Winborn, Division Manager A0,01 CODE NOTES, ABBREVIATIONS Clallam County Parks, Fair & Facilities A1.00 SITE PLAN - REFERENCE PLAN 0 ph: 360.417.2429 A1.01 CONNECTOR & SOUTHERN ROOF PLANS N jwinbom0co.clallam.wo.us A1.02 CENTRAL COURTHOUSE ROOF PLAN R ROOF PLAN Architecture, ltd. N � A104 ANTENNA PLAN s .' : , 6038 Architect: Beams • A105 - ' n rc i ec �M� box 8 � BIRD SPIKE PLAN COURTHOUSE LU <x . g� � Portland OR - Ei ,:. .�:� ?:a' y.N`'C..°s�: � `�.'� ''� 97286 :� x Contact: Michael Beaman Architect A1,06 BIRD SPIKE PLAN - DETENTION v G ILIA3r:;w„� f. .'�.^�:a:�' �., , --_ �:.: ". ,�;.<�•:' ' W Y"mb®beamonarch.com ,00 TYPICAL ROOFING CONFIG DETAIL tel: 503.236 3300 fax. 3.239.9191 A3.01 COPING DETAIL STD /BIRD SPIKES � .' A3.02 COUNTER & EDGE FLASHING DETAILS STD, �c E m A3,03 MISC. TYPICAL DETAILS } u, A3.04 PENETRATION DETAILS O 'b A3.05 MISC. ANTENNA DETAILS W �:w..,.....:...w... '' A3.06 ROOF z �:1 .". ..:.... :.. .... .�`�` •:o ;' ` w a DRAIN DETAILS - A307 ROOF DRAIN WELL A°t�=DETAILS � " on < A3 08 PARAPET - 2 ,_ry; rtlxcf*cx>xr : ET AT SOUTH ROOFS 0 A3.09 BUILDING WALL SOUTH ROOFS 3 PROJECT A3.10 CONNECTOR ROOF / UPPER ROOF z Z CA W A3,11 EXPANSION JOINT TO OLD WALL oN J oW .� Uj 00 SITE A3,12 CONNECTOR PARAPET 8 A3.13 TYPICAL SCUPPER DETAILS P A3.14 STEP AT UPPER ROOFS 0 0 a W 0 A3,15 WALL AT SKYLIGHT o 0-o 6 A3,16 ELEVATOR ROOF PARAPET J o A3,17 PARAPET UPPER /EXPANSION JOINT P a- A3,18 ROOF - PARAPET UPPER - FRAMED ® A3.19 ROOF -PARAPET UPPER -CMUo M O 0 oN A3.20 EXISTING ROOF LADDER NEW CAGE � y °D 0 0 La @ A3.21 NEW ROOF LADDERS u, o z O Z .a A3,22 ROOF EDGE GUARD RAIL w z wCD S2 o C.) U) IF' CODE REVIEW CODE REVIEW OUTLINE ARCHITECTURAL SYMBOLS w�- zz W W ¢ JURISDICTION: CITY OF PORT ANGELES, WASHINGTON PROJECT, CLALLAm COUNTY COURTHOUSE RE -ROOF = Z HISTORIC DISTRICT OR RESOURCE NO VARIANCE- WA ® BRICK METAL C9 C-) = GOVERNING CODES SNOW 25 PSF MINIMUM ROOF SNOW LOAD, DRIFT NOT INCLUDED WIND 100 MPH CATEGORY D WITHIN 1,500 FT OF SHORELINE, CATEGORY C BEYOND THAT ' THE FOLLOWING DOCUMENTS WERE PREPARED BASED ON THE FOLLOWING CODES: SEISMIC Qt ® CERAMIC TILE PLYWOOD Ix J Cade Amendments FROST 12 INCHES, MODERATE CHAPTER 3 NOT APPLICABLE Washington State Budding Code: Adoption and amendment of 2006 INTERNATIONAL 2 Ow BUILDING CODE (INCLUDES ADOPTION OF APPENDIX E AND ICC/ANSI GROSS AREAS (vV) CONCRETE WATER PROOFING m � ; ¢ A1171-2003) EFFECTIVE JULY 1, 2007 UPPER ROOF 11xs , ' � FONTRO ® CONCRETE BLOCK WOOD BLOCKING Washington State Mechanical Code: 2008 INTERNATIONAL MECHANICAL OF FRONTRooFwEsr x750 FRONT ROOF 1.175 (INCLUDES ADOPTION OF 2004 NEPA 58 62008 NEPA 54) (EFFECTIVE JULY 1, NOS}{ RpOp 2007) LADURROOF iro ® EARTH ® WOOD BLKG. CONT BRIDGE ROOF 730 Washington State Fire Code: 2006 INTERNATIONAL FIRE CODE (EFFECTIVE JULY NORTH M)OFWALL 432 GYPSUM BOARD 1, 2007) EIFVATOR }, INSULATION RIGID m TOTALROOFAREA 7r4 Washington State Plumbing Code: 2006 UNIFORM PLUMBING CODE (INCLUDES CHAPTER 5 ® INSULATION BLANKET ADOPTION OF APPENDICES A, 8 AND 1) (EFFECTIVE JULY 1, 2007) ALLOWABLE HEIGHTAND AREA; UNLIMITED COLUMN LINE Washington State Energy Code: 2006 WASHINGTON STATE ENERGY CODE CHAPTER 6 TYPE OF CONSTRUCTION q NONRESIDENTIAL BUILDING DESIGN BY SYSTEMS ANALYSIS (EFFECTIVE TYPE OF CONSTRUCTION -TYPE I A (EXISTING) 1 'Q JULY 1, 2007) ALLOWABLE MATERIALS NON-COMBUSTIBLE II[[EElliitt Washington State Ventilation and Indoor Air QuaTdy Code: 2006 WASHINGTON TABLE 601 FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS ROOM TITLE OFFICE KEY NOTES STATE VENTILATION 6 INDOOR AIR QUALITY CODE JEFFECTIVE JULY 1, 2007) STRUCTURAL FRAME 3 HOUR, EXISTING BEARING WALLS EXTERIOR 3 HOUR, EXISTING ' Washington State Historic Building Code: BEARING WALLS INTERIOR 3 HOUR, EXISITNG ELEVATIONA ELEVATION IDENTIFICATION NON-BEARING WALLS EXTERIOR 0 HOUR, EXISTING SHEET WHERE 2005 National FJectrical Code Washington State Electrical Code: (NFPA 70) NON-BEARING WALLS INTERIOR 0 HOUR, L70SITING ELEVATION IS DRAWN z .PLEASE SEETHE DEPARTMENT OF LABOR AND INDUSTRIES FOR FLOOR CONSTRUCTION 2 HOUR l7(ISRING 'ROOF CONSTRUCTION 1)i HOUR EXISITING SECTION SECTION IDENTIFICATION INFORMATION ON THE ADOPTION AND AMENDMENT OF THE NATIONAL � ELECTRICAL CODE CHAPTER 15 ROOF ASSEMBLIES _ A g SHEET WHERE SECTION G DRAWN cc 1504-5 WIND RESISTANCE PER CHAPTER 16 BASIC WIND SPEED 100 MPH 15045 EDGE SECUREMENT FOR LOW SLOPE ROOFS DETAIL A DETAIL IDENTIFICATION METAL EDGE SECUREMENT SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH ANSUSPRI ES -1 T FOR 100 MPH BASIC WIND SPEED AS SHEET WHERE J - 1505 FIRE CLASSIFICATION CLASS 8 DETAIL IS DRAWN AREA SHOWN ON LARGE F Q SCALE DETAIL U � �IE � p ABBREVIATIONS i f 6 AND C.M.U. CONCRETE MASONRY UNIT L. ELEVATION REFR REFRIGERATOR L ANGLE C.O. CASED OPENING ELEC. ELECTRICAL GL GRIDLINE MH.MANHOLE REINF REINFORCED T.O.S. TOP OF STEEL io O AT C.T CERAMIC TILE EL.EV ELEVATOR GND. GROUND MIN. MINIMUM REQ'D. REQUIRED T.O.W TOP OF WALL E co a E CENTERLINE CAB, CABINET EME . EMERGENCY GR GRADE MIR MIRROR RESIL RESILIENT T.P TOP OF PAVEMENT 0° N ( CHANNEL CEM. CEMENT ENOL ENCLOSURE GYP GYPSUM MISC. MISCELLANEOUS RM. ROOM THK. THICK # POUND ENGR ENGINEER (E) EXISTING CL CENTERLINE ITT). MOUNTED H.B. HOSE BieB THRES. THRESHOLD CLC. CEILING EQ. EQUAL MUL MULLION 0 TRD. TREAD w 4 (N) NEW CLR CLEAR EQPT EQUIPMENTH.C. HOLLOW CORE S. SOUTH TYP TYPICAL Z I (R) REMOVE EXP EXPANSION H.M. HOLLOW METAL N. NORTH Z COL. COLUMN I H.P HIGH POINT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE w CONC. CONCRETE �O• EXPOSED S.C. SOLID CORE y A.B. ANCHOR BOLT EXT EXTERIOR HDWD. HARDWOOD N.T.S. NOT TO SCALE S.F SQUARE FOOT OR FEET 0O o CONN. CONNECTION HOWE. HARDWARE NO. NUMBER UNF UNFINISHED z U' w is ACOUS. ACOUSTICAL CONSTR. CONSTRUCTION FA FIRE ALARM S.S. STAINLESS STEEL O LL Z ADJ. ADJUSTABLE HR HOUR NOM. NOMINAL SCHED. SCHEDULE V.G. VERTICAL GRAIN p O = a A.F.F ABOVE FINISH FLOOR CONT CONTINUOUS F.D. FLOOR DRAIN HORIZ. HORIZONTAL NA NOT APPLICABLE SEC. SECRETARY O � 3 CORK CORRIDOR F.E.FIRE EXTINGUISHER HT HEIGHT OA OVERALL SECT SECTION V.I.F VERIFY IN FIELD rr ¢ ALT AGGREGATE CTR, CENTERENT VENTILATION W LL W ALT ALTERNATE F.E.C.FCFIRE EXTINGUISHER CAB. I.D. INSIDE DIAMETER (DIM.) O.C. ON CENTER SH. SHELF rs; � � F.F.E. FINISH FLOOR ELEVATION IN. INCH SHT SHEET VERT VERTICAL p w w z En Li ALUM. ALUMINUM D.F DRINKING FOUNTAIN F.H.C. FIRE HOSE CABINET INSUL INSULATION O.D. OUTSIDE DIAMETER VEST VESTIBULE O W --r o ANDD. ANODIZED D.S.P DRY STANDPIPE OR OVERFLOW DRAIN SHWR SHOWER cf) UJ �, APPROX APPROXIMATE F.O.C. FACE OF CONCRETE INT INTERIOR OBS. OBSCURE SIM. SIMILAR u.:3 O O D DBL DOUBLE F.O.F FACE OF FINISH INV INVERT SMACNA SHEET METAL 6 AIR CONDITIONING W WEST ww Z o ARCH. ARCHITECTURAL DEPT DEPARTMENTPNG. OPENING W.C. WATER CLOSET F ¢ F.O.S.FOSFACE OF STUD JAN. JANITOR OPP OPPOSITE CONTRACTORS NATIONAL ASSOC. O � C, �" u9 ASPH. ASPHALT DET DETAIL FDN. FOUNDATION JT JOINT SPEC. SPECIFICATION W.G. WIRE GLASS z O 0 a -- BD. BOARD DIA. DIAMETER FIN. FINISH PLAM. PLASTIC LAMINATE SPKR. SPEAKER W.P WALL PROTECTION W U U a BLDG. BITUMINOUS DIM. DIMENSION FL FLOOR ICT KITCHENI PL PLATE SQ. SQUARE W.S. WEATHER STRIPPING p o o = BLDG. BUILDING DISP DISPENSER LP LOW POINT PLAS. PLASTER W/ WITH U ►— ►- v FLASH. FLASHING STA. STATION � BLK BLOCK DR DOOR LAB. LABORATORY PLBG. PLUMBING WP WATERPROOF w o FLEX FLEXIBLE STAG. STAGGERED BL.KG. BLOCKING DS. DOWNSPOUT LAM. LAMINATE PLYWD. PLYWOOD WT WEIGHT w o ' . I FLUOR FLUORESCENT STD. STANDARD B.O.I.C. BY OWNER, INSTALLED DWG. DRAWING LAV LAVATORY PR "PAIR � d� STL. STEEL e' . FPRF FIREPROOF BY CONTRACTOR DWR DRAWER F.R. FIRE RESISTIVE � LOCKER PT POINT STOR STORAGE B.O.I.O. BY OWNER, INSTALLED E. EXISTING FT FOOT OR FEET LT LIGHT P PAINT STRICT STRUCTURAL BY OWNER E.J. EXPANSION JOINT FTG• FOOTING M.O. MASONRY OPENING QTY QUANTITY SUSP SUSPENDED �CIn BOT BOTTOM rn rs �4 0 00 E.P ELECTRICAL PANELBOARD FURR FURRING MAT MATERIAL SYM. SYMMETRICAL � C.B. CATCH BASIN E.W.C. ELECTRIC WATER COOLER FUT FUTURE MAX. MAXIMUM R. RISER TAG. TONGUE AND GROOVE Co o � a � > N C.G. CORNER GUARD EA EACH G.B. GRAB BAR MECH. MECHANICAL R.D. ROOF DRAIN T.C. TOP OF CURB °`r° Z O o cc CL Z a °� C•1- CAST IRON EFS. EXTERIOR FINISH SYSTEM G.V.P GYPSUM VENEER PLASTER MEMS. MEMBRANE R.O. ROUGH OPENING T.O.B. TOP OF BEAM � C.I.P CAST -IN-PLACE EIFS. EXTERIOR INSULATION G.W.B. GYPSUM WALL BOARD MET METAL RB. RUBBER BASE T.O.C. TOP OF CONCRETE C=) Z r -<� s!, " C.J. CONTROL JOINT FINISH SYSTEM GA. GAUGE MFD. MANUFACTURED RECT RECTANGULAR T.O.M. TOP OF MASONRY Li m w0 REF REFERENCE T.O.P TOP OF PARAPET p c= D CD U C-11 Qi v In I ; t KEY NOTE PLAN KEY INOTE z_ REMOVE EXISTING ROOFING, INSULATION, AND FLASHING TO ORIGINAL CONCRETE DECK, CLEAN DECKING AND PROVIDE NEW ROOFING A100 SYSTEM, TYPICAL. SEE A/A3.00 J EXJSTING VENT PIPE: REMOVE EXISTING FLASHING AND MASTIC TO CONCRETE DECK, CLEAN DECK AND VENT AND PROVIDE NEW A101 INSULATION, ROOFING MANUFACTURERS PRE -FORMED FLASHING AND ROOFING. SEE A&C/A3.04 w< EXISTING PARAPET MOUNTED ANTENNA. REMOVE EXISTING FLASHING AND MASTIC TO -SUBSTRATE, AND PROVIDE NEW ROOFING SYSTEM A102 AND FLASHING. SEE A /A3.05 EXISTING COPING MOUNTED ANTENNA: REMOVE EXISTING FLASHING AND MASTIC TO SUBSTRATE, AND PROVIDE NEW ROOFING SYSTEM A103 AND FLASHING. REINSTALL ANTENNA AND CABLING. SEE C /A3.05 Vi U 0 EXISTING ANTENNA GUY WIRES TO REMAIN, REMOVE AND RECONNECT AS REQUIRED BY THIS WORK. TEMPORARY SUPPORT SHALL BE A104 PROVIDED AS REQUIRED. A107 1EXISTING CRICKET TO BE REMOVED AND REPLACED WITH SLOPED ROOF INSULATION, MAINTAIN 1/4' PER FOOT SLOPE IN FIELD. A109 EXISTING DISH ANTENNA MOUNTING BRACKET AND PYRAMID BASE TO BE REMOVED AND DISPOSED OF A119 EXISTING HOT PIPE/FLUE PROVIDE FLASHING PER B IA3.04 A120 PROVIDE PARAPET FACE AND ROOFING SURFACE PROTECTION FROM ANTENNA CABLING PER DETAIL B / A3.05 TYPICAL THROUGHOUT F VERIFY EXTENT INFIELD PRIOR TO BID. I ) 1/16 =1 -0 Luw ao ~ z_ � S L S W J o = O 0=0 co w< N Ln v cf) :LiIJ m 0 a m mW z Z 0 LU0 W Z o a 0=0 co w< �W� 0 1•' 0 J U. a Vi U 0 W = Q o � 06 J 0 0a LLm4� z F 0 0g LJ Ld 20 'Z CL m J s O pO U >N NCD r coQ O Q � {u COC OZ OZ t5 'e aow Z C) O N 3E NORTH ROOF�SML 190 SF DETENTION fl ,,-'NOR ROOF j k -E j 2725 SF, E3 012 ` CENTRAL UPPER ROOF CONNECTOR 014 l R 11995 SF G 230 SF COURTHOUSE 0 CENTRAL LOWER ROOF O 9665 SF fm ANTENNA SCHEDULE ------ NO. TYPE MOUNT DETAIL 001 MICROWAVE POLE MOUNT ON PYRAMID BASE B/A3.05 002 DISH LARGE -CAN MOUNT ON PYRAMID BASE B/A3.05 003 MICROWAVE POLE MOUNT ON PYRAMID BASE B/A3.05 004. WHIP POLE MOUNT ON PARAPET BRACKET A/A3.05 005 VARIES TRUSS TOWER MOUNT ON PARAPET BRACKET BASE B/A3.05 008 MICROWAVE POLE MOUNT ON PARAPET BRACKET A/A3.05 007 VARIES TRUSS TOWER MOUNT ON PARAPET BRACKET BASE B/A3.05 008 WHIP POLE MOUNT ON PARAPET BRACKET A/A3.05 009 WHIP POLE MOUNT ON PARAPET BRACKET A/A3.05 00 U 0 0 DISH LARGE PYRAMID BASE ON PADS, UNIT TO BE REMOVED AND DISPOSED OF A/A3.05 1010 011 WHIP POLE MOUNT ON PARAPET BRACKET A/A3.05 012 JWHIP POLE MOUNT ON PARAPET BRACKET A/A3,05 014 IHAM IN-LINE WITH INSULATED LINE TO PARAPET 4- 015 IHAM IN-LINE WITH INSULATED LINE EXTEND TO PARAPET PROVIDE NEW ATTACHMENT 4— mom oos DETENTION STAIR TOWER RO01 01p F 170 SF Fs- Ic ----------- ------ Lu wI—w-- SOUTH - - - - TH = EA T ROOCFID -. _-- ROOF WEST LL- O L 0 w N Lw- � © = ui U25- SF . 2250 SF ca DISCONNECTION AND RECONNECTION OF ANTENNA AND ANTENNA SUPPORTS AS REQUIRED BY THE0 111 a ANTENNA PLAN § 1/32 =1 -0 1 0 C, Lu U =- Q2 -- Lu wI—w-- C~7 COD ry Lu = Lj- o VARIOUS GOVERNMENTAL AGENCIES IN THE REGIONS. THESE ANTENNA SHALL REMAIN OPERATIONAL AT LL- O L 0 w N Lw- � 1- ,]alp � � b f Q pfrisiff, , M ANTENNA NOTES: 1. THE FUNCTIONS OF THE EXISTING ANTENNA ARE CRITICAL. TO LIFE AND SAFETY SERVICES PROVIDE BY zo Lj- o VARIOUS GOVERNMENTAL AGENCIES IN THE REGIONS. THESE ANTENNA SHALL REMAIN OPERATIONAL AT uCi ALL TIMES. = ui 2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER IN REGARDS TO THE RELOCATION AND OR Z ca DISCONNECTION AND RECONNECTION OF ANTENNA AND ANTENNA SUPPORTS AS REQUIRED BY THE0 0 ROOFING AND FLASHING WORK O = N> wQ (y h 3 1" �3 Q LU J Q S N W pp ix O 00 U 0 0 W D Q =) 00 �8 LL F— w 0� J O 20 ►- w D_ _ m C) �� m N �-- p�LLO U N j °o GoO o S2 t-- &O O O Z¢Z Z � U pn. a w 0oN �1 2� K 8 1 QO - BIRD SPIKE NOTES: Lu_ 1 BIRD SPIKES AND RUNNERS SHALL BE INSTALLED AS REQUIRED TO PROTECT GROUND VIEW VERTICAL W � AND SLOPED SURFACES FROM BIRD STAINING in 2. SEE DETAIL B / A3.01 FOR ATTACHMENT DETAILS. N 3. VERIFY COPING STRIP WIDTH AND MANUFACTURERS WRITTEN RECOMMENDATIONS FOR THE NUMBER Lo OF RUNS PER EACH COPING, PRIOR TO BID. �3 4. BIRD SPIKE ATTACHMENT SHALL NOT PENETRATE COPING. ZW � 5. CORNERS, OVERHANGS LEDGES AND EDGES WILL REQUIRE THE MANIPULATION OF BIRD SPIKES TO ' PROVIDE PROPER COVERAGE. w 6. PROVIDE AN ADDITIONAL 40' OF BIRD SPIKE MATERIAL, 10 COPING STRAPS AND MANUFACTURERS C/) C)f.WJ U0 CLIPS. TO THE OWNER IN A MARKED BOX. 7 RETURN TO SITE 6 MONTHS AFTER PROJECT CLOSE-OUT TO ADJUST AND ADD TO BIRD SPIKE t INSTALLATION AS REQUIRED TO PROVIDE PROTECTION FROM VISIBLE STAINING OF GROUND VIEW VERTICAL AND SLOPED SURFACES. I n), If. =1 -0" TH OU SE NOTE PLAN nsUl ItSIKU srtlU=s MUUN I ED TO TOP OF PARAPET TWO ROWS, WITH FLASHING STRAP AT 48"oc SEE B /A3.01 BS02 JBIRD SPIKES MOUNTED TO TOP OF PARAPET TWO ROWS, WITH FLASHING STRAP AT 48'oc SEE B / A3.01 SIM. COORDINATE WITH LADDER STEPS BS03 JBIRD SPIKES MOUNTED TO TOP OF PARAPET FOUR ROWS, WITH FLASHING STRAP AT 48"oc., SEE B /A3.01 SIM. BSO4 IDETENTION ROOF BELOW. SEE A1.06 FOR BIRD SPIKE APPi Ir.ATtnN SiFF APPrIFIrATInNA Al TFRNATF 1 IRT U505 t31KU.5h lf%r-5 MOUNTED TO TOP OF PARAPET THREE ROWS, WITH FLASHING STRAP AT 48'oc. SEE B / A3.01 SIM. BS05 BIRD SPIKES MOUNTED TO TOP OF PARAPET THREE ROWS, WITH FLASHING STRAP AT 48'oc. SEE B / A3.01 SIM. SEE B / A3.01 SIM. BIRD SPIKES MOUNTED TO 24'SQ4')Q4' EQUALATERIAL TRIANGULAR 3/4' MARINE PLYWOOD PANEL, SECURED TO SANDBAG, SET IN EACH BS06 CORNER WITH ROOFING ADHERED AND FASTENED TO EDGES TO PROTECT ROOF MEMBRANE. PROVIDE ROOFING PAD MEMBRANE AT CONTACT m Lu U LU QO Lu_ D W � J O LL- g O 1 0 N wa Lo I" m Z 0 D Z O 0 u„ O= wa wQ �3 OU ZW � w SZ itC w C/) C)f.WJ U0 OW N Co �� 0 A.ro U U cL o 9i U °d _I O Z= Ilty�j t= H w Q. M O � m U? H8 K J m o o O o o <N- uj W O O cn n U KEY NOTE PLAN KEY NOTE BS07 COURTHOUSE ROOF ABOVE SEE A1.05 FOR BIRD SPIKE APPLICATION BS08 ALTERNATE #1. BIRD SPIKES MOUNTED TO TOP OF EXISTING PARAPET TWO ROWS, WITH FLASHING STRAP AT 48'oc. BS09 ALTERNATE #1 BIRD SPIKES MOUNTED TO TOP OF DETENTION LIGHT WELL ROOFS. MATCH TYPICAL EXISTING LAYOUT BS10 ALTERNATE #1: BIRD SPIKES MOUNTED TO TOP OF EXISTING WIRE GRID SUPPORT BEAMS. BIRD SPIKE PLAN - DETENTION - ALTERNATE AT DETENTION 1/32 =1 -0 n I �12 wu C!J = _Z � J = O LuN Fw �W O L'C) o0 wZ Luo U= w a crcr a �3 �w3:� o W A z w- ( "z w Q Lu toJ O00 W N 0 Lu NrLP Q J cn CD. ,w LLL) LJ Z F- IL m N co 00 C 0 L. >0 p IIZ �1 9 L) (L O Z W� O�{1�U Q Q N = w o s BASIS FOR DESIGN, FIRESTONE ULTRAPLY TPO (60 MILL) MEMBRANEFULLY ADHERED 'GENERAL ROOFING SYSTEM NOTES: 1 20 YEAR WARRANTY DESIGN CRITERIA FOR TPO MEMBRANE FULLY ADHERED SYSTEMS THIS SYSTEM WILL INCLUDE THE 100 MPH WIND SPEED COVERAGE REQUIREMENT 'a2. THE ROOFING CONTRACTORS SHALL BE CERTIFIED (LICENSED) BY THE ROOFING SYSTEM MANUFACTURER FOR THE APPLICATION OF THE ROOFING SYSTEM. 3. THE ROOFING MANUFACTURER SHALL PROVIDE A CERTIFYING INSPECTOR OF THE ROOFING PROCESS FROM THE DECK TO THE FLASHING. THE INSPECTOR SHALL BE PRESENT AT THE PRE CONSTRUCTION CONFERENCE AND PROVIDE A ROOFING SYSTEM AND WARRANTY OVERVIEW FOR THE CONTRACTOR, OWNER AND ARCHITECT GENERAL REQUIREMENTS SLOPE REQUIREMENTS 1 1/4" SLOPE RECOMMENDED TO PROMOTE POSITIVE DRAINAGE. r 1 EXISTING STRUCTURAL CONCRETE (3,000 PSI) CLEAN DECK AS REQUIRED BY MANUFACTURERS WARRANTY 2. TEMPORARY MEMBRANE OR TREATMENT OF CONCRETE DECK AS REQUIRED BY 3 SCHEDULE OF WORK AND WEATHER MAY INCLUDE MEMBRANE AND OR TREATMENTS 'NOTt1STED HERE OR IN THE SPECIFICATIONS. SUCH SYSTEMS THAT ARE INCORPORATED IN THE ROOFING SYSTEM SHALL BE IN FULL COMPLIANCE WITH ROOFING MANUFACTURERS WARRANTY 3. INSULATION 4 INSULATION MIN. R-21 INSULATION ADHERED TO STRUCTURAL CONCRETE DECK AS APPROVED BY ROOFING MANUFACTURERS ROOFING SYSTEM WARRANTY 4 COVERBOARD• 5/ DENS -DECK PRIME. ADHERED TO INSULATION AS APPROVED BY n ROOFING MANUFACTURERS ROOFING SYSTEM WARRANTY { i 5 ROOFING MEMBRANE. MINIMUM .060" REINFORCED TPO MEMBRANE, IN FULL COMPLIANCE WITH ROOFING MANUFACTURERS WARRANTY 6. MEMBRANE FLASHING AND DETAIL COMPONENTS SHALL BE MANUFACTURED BY AND PROVIDED BY THE ROOFING MANUFACTURER, IN FULL COMPLIANCE WITH ROOFING I` MANUFACTURERS WARRANTY �a 7 EDGE METAL SYSTEMS SHALL BE IN FULL COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) REQUIREMENTS FOR THE USE OF ANSI/SPRI ES -1 DESIGNED SYSTEM PER SECTION IBC 1504.5 8. ROOF AND SITE SHALL BE CLEANED AND FREE OF DEBRIS AT THE END OF EACH WORK SHIFT A TPO ROOFING, 60 MIL FULLY ADHERED TO DENS DECK TPO ROOFING ADHESIVE 5/ DENS -DECK PRIME, ADHERED TO INSULATION W/ ROOFING MANF RECOMMENDED ADHESIVE. IJ .M d A — 4 a 4 d d DECK SLOPES AT APPROX. Y4 PER FOOT 4" POLYISO INSULATION WITH CELLULOSIC GLASS REINFORCED FACE. R-25 ADHERE INSULATION TO DECK WITH HOT ASPHALT OR ADHESIVE PER ROOFING MANUFACTURERS APPROVED METHOD TEMPORARY MEMBRANE OR TREATMENT AS REQUIRED BY SCHEDULE OF WORK AND OR WEATHER SHALL BE IN FULL COMPLIANCE WITH ROOFING MANUFACTURERS WARRANT REQUIREMENTS / d /4' d d EXISTING SLOPED CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS TYPICAL ROOFING CONFIGURATION DETAIL S =1 -0 LU Qo LU cn = Lu of _z _ _J Wo L 0 co o 0z 0 co 0 z Z ca Wo A LL z o 0z 0 co Lu 6 o � � zC o— it �U :3Uw fs: 00 0 0 0 ?o� 00J v� W 0 Z LL ? � m Q�`�`oo J m� o O c) N N OHO e O o 4 Lu ytOO Z Ua OLd Z U W O¢ 0 p (_ D � o a SNAP-ON COPING 1 1/4" RING SHANK NAILS ( 2 PER CLEAT FACE) EXISTING BLOCK TO REMAIN. WALL CONSTRUCTION VARIES CONFIRM CONSTRUCTION TYPES, MATERIALS AND DIMENSIONS IN FIELD PRIOR TO START OF WORK MIRSIVIVIll TYPICAL COPING DETAIL A 3=1-0 CONCEALED 6" WIDE SPLICE PLATE W/ RAISED RIB 20 GA. GALV STEEL CLEAT �r MECHANICAL FASTENERS ( MIN. 4 PER CLEAT) 3/8" ALLOWANCE FOR WALL VARIATION TPO ROOFING ADHERED TO WALL, WRAP OVER WOOD CAP AND TERMINATE AT BOTTOM OF WOOD SECURE EDGE WITH 1.25 RING SHANK NAILS (GALV) AT 4"OC. COPING SEE DETAIL A/A3.01 WALL CONSTRUCTION VARIES VIF B BIRD 3 =1 -0 SECTION BIRD SPIKE STRIPS, PROVIDE ROWS PER MANUFACTURERS RECOMMENDATIONS FOR LEDGE AND COPING WIDTHS 2" WIDE 20 GAUGE BIRD SPIKE STRAP SNAPS TO COPING AT 36" OC. WITH BIRD SPIKE CLIPS POP RIVET TO STRAP AND ADHERED TO COPING BETWEEN STRAPS AS REQUIRED BY BIRD SPIKE MANUFACTURER SPIKES AT COPING � U Lu QO �w CIO z O04 N = _ C- Z_ 2 — 2' WIDE 20 GAUGE BIRD SPIKE u- o - – _ STRAP SNAPS TO COPING AT W ¢ — — – 36" OC. WITH BIRD SPIKEco tn p — _ CLIPS POP RIVET TO STRAP U) AND ADHERED TO COPING ONJ U�o BETWEEN STRAPS AS Q REQUIRED BY BIRD SPIKE cr FX o C7 00 — — MANUFACTURER U U a } u`5� w� — BIRD SPIKE ADHERED TO U - _ - COPING BETWEEN STRAPS — w w a — — – AS REQUIRED BY BIRD SPIKE Z� o _ MANUFACTURER Z� m BIRD SPIKE STRIPS, PROVIDE ROWS PER MANUFACTURERS RECOMMENDATIONS FOR LEDGE AND COPING WIDTHS 2" WIDE 20 GAUGE BIRD SPIKE STRAP SNAPS TO COPING AT 36" OC. WITH BIRD SPIKE CLIPS POP RIVET TO STRAP AND ADHERED TO COPING BETWEEN STRAPS AS REQUIRED BY BIRD SPIKE MANUFACTURER SPIKES AT COPING �w CIO z O04 Wo u- } W wQ �w3:� tu �s30 o p Ztri o ? iEnt VF ONJ U�o a cX Q cr FX o C7 00 U U a u`5� w� OU U m o w w a Z� Z� m It J O oGo O ns G jN C> oM�N&O z�! 5 CL o z w �z � ON . Po) NOTES: 1 METAL COUNTER FLASHING WITH HEMMED LOWER EDGE. TOUCH UP ALL CUT AND EXPOSED EDGES. 2. INSTALL ROOFING MANF TERMINATION BAR -WITH 1/4" (6.4 MM) GAP BETWEEN ADJOINING SECTIONS. 3. TERMINATION BAR MUST BE CUT AT INSIDE AND OUTSIDE CORNERS. DO NOT BEND AROUND CORNERS. 4. TERMINATION BAR MUST BE FASTENED -WITHIN 1" (25.4 MM) MAX. OF ALL SECTION ENDS. 5. INSTALL METAL WORK IN ACCORDANCE WITH CURRENT SMACNA RECOMMENDATIONS. WALL CONSTRUCTION VARIES VERIFY IN FIELD HIGH GRADE SEALANT CONTINUOUS BEAD OF WATERBLOCK APPROPRIATE FASTENER AT 12"oc CONTINUOUS BEAD OF ROOFING MANF RECOMMENDED SEALANT SURFACE MOUNT COUNTER FLASHING 3"min. COVER. APPROPRIATE FASTENER AT 12"oc ROOFING MANF CONTINUOUS TERMINATION BAR TPO ROOFING AT WALL TPO ADHESIVE ),TYPICAL COUNTER FLASHING DETAI L 3 =1 -0" NOTES: 1 INSTALL METAL WORK TO MANUFACTURER'S REQUIREMENTS OR SMACNA RECOMMENDATIONS. SHOP FABRICATED METAL EDGE MUST MEET ANSUSPRI ES -1 OR AN FM STANDARD. 2. SEALANT IS REQUIRED ALONG ENTIRE UPSLOPE EDGE OF SEAM FLASHING WHEN ROOF SLOPE IS V (25.4 mm) PER FOOT OR GREATER. 3. WOOD NAILER MUST BE INSTALLED TO MEET APPLICABLE BUILDING CODES OR 200 LB: PER LINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION. 4. FLANGE OF METAL MUST BE FULLY SUPPORTED BY WOOD AND TERMINATED AT LEAST 1/2' (12.7 mm) FROM EDGE OF WOOD. 5. IF THE FLANGE OF THE METAL EDGE IS NOT COMPLETELY COVERED WITH SEAM FLASHING, THEN AN.ADDITIONAL PIECE OF SEAM FLASHING SHALL BE INSTALLED AT ALL METAL SPLICES. CONTINUOUS BEAD OF ROOFING SEALANT 1 1/4' RING SHANK NAILS 6"oc DRIP EDGE METAL CONTINUOUS CLEAT AT EDGE CONTINUE ROOFING MEMBRANE OVERLAP AND SEAL NEW CONTINUOUS WOOD PT NAILER EXISTING CONCRETE DECK.REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK 1/4 11/2' 1 1/4 RING SHANK NAILS 6"OC ROOFING MEMBRANE FLASHING CONTINUOUS BEAD OF TPO ROOFING SEALANT TPO ROOFING TPO ROOFING ADHESI %" DENS -DECK 4' INSULATION ------------ TYPICAL EDGE DETAIL B 3 =1 -0 Im ED U QO ~ z L _ W J w} 0 =o 0 Q LucoL ZLLI Go z Ca 0o F- W= 130 z H.r. li z o O2 w} 0 0 Q w 3 ZLLI W VFW Q, Lu Fx looFx ZZ op V W v a I8�� v m UW U p �d W = Z im O CD NJm O ) 0 o cD 2_3 ZM L2�0 o z <�Z0 LLJ 0 0 `Lf) WOOD SLEEPER SIZED AND SPACED SO THAT LOAD DOES NOT EXCEED 16 P.S.I. 2" MIN. NOTES, 1 DO NOT INSTALL WOOD SLEEPER OVER BATTEN STRIPS, FASTENER HEADS, METAL PLATES OR FIELD SEAMS. TPO PROTECTION LAYER 60 MIL MIN. TPO BONDING ADHESIVE — TPO MEMBRANE TPO BONDING ADHESIVE SUBSTWE 0AEQU i P M EN T SLEEPER 3"=1 f-010 1 1/4 HOT DIPPED GALVANIZED ROOF NAILS AT 12" O.C. MAX. WOOD NAILER INSULATED METAL CURB AS REQUIRED BY NEW HVAC EQUIP NOTES: 1 MAXIMUM 6" (152.4 mm) LONG FASTENERS. 2. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS. 3. WHEN'REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, APPLY SEALANT TO CUT EDGE R.T.0 TPO 18" CURB FLASHING OR MEMBRANE — TPO BONDING ADHESIVE ,-- FASTENER PLATE @ 12"o.c. BUUMTE WELDED SPLICE rTPO MEMBRANE /`—TPQB_0NDING B EQUIPMENT SLEEPER 3 =1 -0" �a Q d 9 W J H N Lu w CD cn = z Lu co _ � =o C5 m I I FFIELD SEAM Co TPO T -JOINT COVER OR TPO FLASHING (4'X4') CENTERED OVER INTERSECTION PLAN VIEW PIPE FLASHING OVER FIELD SEAM CONTINUOUS BEAD CONTINUOUS BEAD OF - OF TPO SEALANT HIGH GRADE SEALANT STAINLESS STEEL CLAMPING RING FIELD FABRICATED MElOOD FASTENER SEAM PLATE AT 12'o.c PRE-MOLDED TPO PIPE FLASHING WELDED SPLICE T (50.8 mm) MPI. TPO NOTES: 1 REMOVE ALL EXISTING FLASHINGS, LEADS, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST GREASE, INSULATION, ETC. 2. PIPE MUST BE ANCHORED TO ENSURE STABILITY 3. PRE -MOLDED PIPE FLASHING MAY BE CUT TO RING (NO WRINKLES OR FOLDS REINFORCING CLAMPING RING). 4 APPLY SEALANT BETWEEN PENETRATION AND PRE -MOLDED PIPE FLASHING PRIOR TO INSTALLATION OF CLAMPING RING. 5. SMALL PRE -MOLDED PIPE FLASHING FITS 1 (25.4 mm) 3-1/2"(88.9 mm) PENETRATION SIZES. 6. DO NOT USE WHEN SERVICE LINE TEMP EXCEEDS 180•F REFER TO UT -P-6 & 7 TPO BONDING ADHESIVE A TYPICAL PENETRATION SMALL PIPE 1-1/2"=1 —0' CONTINUOUS BEAD OF TO SEALANT STCLNM$% RING TPO BONDING ADHESIVE TPO MEMBRANE AS FLASHING FASTENER AND OR SEAM PLATE AT 12' O.C..MAX. TPO FLASHING WELDED SPLICE i 2' MIN. suesr m NOTES: 1 REMOVE ALL EXISTING FLASHINGS, LEADS, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST GREASE, INSULATION, ETC. 2. PIPE MUST BE ANCHORED TO ENSURE STABILITY NO WRINKLES OR FOLDS UNDER CLAMPING RING. 3. DO NOT USE WHEN SERVICE LINE'TEMP EXCEEDS 140"F 4 BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS. 5. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED SEAL SEAM WITH SEAM SEAL SEALANT APPLICATION. iU&SMTE TPO BONDING ADHESIVE -- TPO MEMBRANE C TYPICAL PENETRATION LARGE PIPE 1-1/2"-1 —0' CONTINUOUS BEAD OF SEALANT OR HIGH GRADE SEALANT FABRICATED — METAL HOOD TPO BONDING-- TPO FLASHING FASTENER AND OR SEAM PLATE AT 12" TPO FLASHING - WELD® SPLICE r (509 mm) MIN. f7 S INSULATED METAL SLEEVE CONTINUOUS BEAD OF TPO SEALANT • STAINLESS STEEL CLAMPING RING NOTES: 1 REMOVE ALL EXISTING FLASHINGS, LEADS, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST GREASE, INSULATION, ETC. 2. PIPE MUST BE ANCHORED TO ENSURE STABILITY 3. NO WRINKLES OR FOLDS UNDER CLAMPING 4 BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS. TPO BONDING ADHESIVE TPO MEMBRANE B PENETRATION HOT PIPE (+140d) OR FLUE 1-1/2"=1 —0 7-1 A 0 a Iw m O N 55 zo0 o W U Lu Ww f cn = U U Lu co v 0 .z O 0 z 00 coz 0r Q �cw w U � W 000- 0 0d0 w 0 x a z OO CD z_ 0 w I ri in I ,r In 1 WIRE SUPPORTS SHALL BE INSTALLED 3. IF GROUND WIRE COMES IN CONTACT WITH THE IN A MANNER TO LIMIT MOVEMENT AND WEAR. FIELD OR FLASHING MEMBRANE THEN AN ADDITIONAL 2. A SUFFICIENT NUMBER OF GROUND WIRE LAYER OF MEMBRANE WILL NEED SUPPORTS MUST BE INSTALLED TO ASSURE TO BE INSTALLED UNDER THE WIRE TO THAT THE WIRE DOES NOT COME IN PREVENT CONTACT WITH THE MEMBRANE. CONTACT WITH FIELD OR FLASHING MEMBRANE. 4 BATTEN -IN -THE -SEAM OR MECHANICALLY ATTACHED N L SYSTEMS REQUIRE THE GROUND WIRE TO BE v PLACED PARALLEL AND WITHIN 8" (2032 mm) OF THE y Wi:!o F- BATTEN STRIP A EXISTING ACCESSORIES REMOVE, LL Z W a ON SUPPORT AND REATTACH TPO PRIMEER POURABLE -- SEALER MAXIMUM LOAD 16 PSI TO MEMBRANE/INSULATION FLOATING FOOT BRACKET ON BA; OF ANTENNA OR POLE EXISTING PARAPET CONSTRUCTION VARIES EXISTING ANTENNA REMOVE, SUPPORT AND REATTACH REMOVE AND REPLACE FASTENERS EXISTING ANTENNA MOUNTING PLATE AND BRACKET fERBLOCK 1 -ANT )MEMBRANE 10I OVERTI.CAL EQUIPMENT SUPPORT Ell3 =1 -o TPO MEMBRANE ADHESIVE TPO MEMBRANE AT WALL OR ROOF SURFACE 3"x3" TPO MEMBRANE PAD WELD TO TPO RUNNER WITH LOWER FLAP HANGING FREE PUNCH HOLE FOR WIRE TIES, AT 48" OC PER CABLE 12" TPO MEMBRANE RUNNER ALONG LENGTH OF WIRE, SEAL TOP EDGE TPO MEMBRANE ADHESIVE TPO MEMBRANE WIRE RUNS AT PARAPETS B 3 =1 -0 TRIANGULAR TRUSS N. NEW ROOFING AND REQUIRED BY MANF WARRANTY )ORDINATE NEW COPING ASHING WITH EXISTING ✓iTENNA BRACKET EXISTING COPING SADDLE BRACKET TO REMAIN :)INATE NEW TPO MEMBRANE E WALL WITH SADDLE :ET ROOF (DEXISTING ANTENNA BRACKET CONDITION 3 =1 -0 w (13. QO ~ F= = cnUJ z U U S cn o � N� o0 <o u- ? O N L ~ v N El a W DW � � o � N� o0 u- ? O O 2 w co (A r F3 d y Wi:!o F- w A Z 0Lu (nJ LL Z W a ON Q U00 g ¢ OW UWrL pQ� � O U Q U U (L J mwmu�� 0 LJ J uj 7�Z= O f5 _ F= d z m rn OR' N co `-< o oM co C) Z m0 0 ( ou r i r NOTES: 1 HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2" BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE. 2. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE INSULATION WITH APPROPRIATE BONDING SURFACE. 3. WATERBLOCK MIN. OF 1/2 OF 10 OZ TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS. 4 RE -ROOF APPLICATIONS: - REMOVE EXISTING FLASHINGS DOWN TO METAL BOWL - REPAIR OR REPLACE BROKEN DRAIN COMPONENTS - DRILL AND TAP BROKEN DRAIN BOLTS AND REPLACE IF NECESSARY PROVIDE NEW STRAINER BASKET AT ALL DRAINS. DELIVER OLD STRAINER BASKETS TO OWNER IN MARKED BOX. COMPRESSION RING CONTINUOUS BEAD OF WATERBLOCK TPO MEMBRANE BONDING ADHESIVE 12" MEMBRANE SLOPE LIMITS: A. MAXIMUM SLOPE FOR MEMBRANE . a SHALL BE 2" / 12" 1/2' MIN SEE NOTES c a a SUMP AREA FIELD SEAM REQUIREMENTS: A. IF FIELD SEAM EDGE IS WITHIN 9" OF DRAIN COMPRESSION RING, TARGET PATCH REQUIRED - .B. IF FIELD SEAM EDGE IS WITHIN 9" TO 18" OF DRAIN COMPRESSION RING, INSTALL A LAYER OF 5" SEAM FLASHING CENTERED OVER SEAM EDGE. 5" SEAM FLASHING MUST EXTEND 3"(76.2 mm) MIN. BEYOND EDGE OF SUMP A ROOF DRAIN DETAILS -0 OVERFLOW DRAIN TUBE. INSPECT EACH OVERFLOW DRAIN AND RE -SOLDER TUBE IN PLACE. BROKEN OR DISLODGED TUBES SHALL BE REMOVED AND REPLACED IN KIND M' MIN. SEE NOTES ROOF B 3 =1'-0" PROVIDE NEW STRAINER BASKET AT ALL DRAINS. DELIVER OLD STRAINER BASKETS TO OWNER IN MARKED BOX. COMPRESSION RING CONTINUOUS BEAD OF WATERBLOCK TPO MEMBRANE BONDING ADHESIVE 12" 2" MEMBRANE SLOPE LIMITS. A. MAXIMUM SLOPE FOR MEMBRANE SHALL BE 2" / 12" a a OVER FLOW DRAIN DETAILS co v m cz 0 0 LLL Q z 0 0 u - 0 0 w¢ (n J U00 0 0 a LLI O 0- it la Z W a oZ —o a s- a i § - LL m J OOµl U OC� � Z Z °dr o o Cal x If in V �i EXISTING. ROOF DRAIN ASSEMBLY SEE A3.06. REPLACE STRAINER BASKET AND FASTENERS SLOPE TO DRAIN SEE A3.06 ROOF OVERFLOW DRAIN ASSEMBLY SEE B / A3.06 SLOPE TO DRAIN SEE A3.06 EXISTING SLOPED ROOF DECK ROOF A 3/4 =1 -0 CONSTRUCTION VARIES SEE CONDITIONS ON SITE EXISTING PARAPET CRICKET SLOPE TO DRAIN EXISTING SLOPED ROOF DECK ROOFING ON A DENS -DECK PRIME TAPER TO DRAIN FLANGE DRAIN SECTIONS SLOPE TO DRAIP ELEVATION SEE A3.06 TYPICAL CRICKET SLOF TO ROOF DRA WE[ EXISTING ROOF OVERFLOW DRAIN ROOFING ON Ya DENS -DECK PRIME TAPER TO DRAIN FLANGE EXISTING ROOF DRAIN ROOF DRAIN ASSEMBLY SEE A / A3.06 SLOPE TO DRAIN ELEVATION SEE A3.06 TYPICAL 0AROOF 3/4"=1 -0 DRAIN WELL PLAN cl wWLu w ¢o :3w Z U S co Q —I (aT. =uj o w Q 3 wa N � W � zcl�viLu 4 T zS2 :3w Z o ui_ ui cn LL O (aT. F, w Q 3 wa A � W � zcl�viLu 0 oZ Lu w �_� R A 8 U U a,�J� 00 w 6o�� J O m m J fL - 00 0 c� M O U CV N o ; a oO ortLLJ� 0 o N LLJ C-3 QO LLJ CIS to Nr � U = co NEW COPING WITH �w'- ¢ J EXISTING COPING TO BE REMOVED WITH BIRD CONCEALED CLIPS BLOCKING (NOT SHOWN) VIF WIDTH VARIES TPO ROOFING = U - SEE A/ A3.01 G ' EXISTING BLOCKING AND FORMED BACKING, TPO ROOFING AT PREP FOR NEW COPING DETAIL. INSPECT WALL SUBSTRATE FOR CONDITION NOTIFY OWNER OF TPO ROOFING ' DAMP AND OR ROTTEN MATERIALS. DO NOT ADHESIVE } REMOVE MATERIALS WITHOUT OWNERS REVIEW10 00 ' EXISTING BUILDING FACE CLEAN OF ALL ROOFING EXISTING BLOCK / RELATED MATERIALS AND PREP FOR NEW WORK TO REMAIN. / / , EXISTING PLYWOOD BACKING AT PARAPET VIF / INSPECT SUBSTRATE FOR CONDITION NOTIFY EXISTING BUILDING ' OWNER OF DAMP AND OR ROTTEN MATERIALS. CONSTRUCTION MAY VARY VIF / DO NOT REMOVE MATERIALS WITHOUT OWNERS SIDE WALL FLASHING TO BE REMOVED AS REQUIRED BY / REVIEW NEW WORK. INSPECT SUBSTRATE FOR CONDITION NOTIFY Ell OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT ' TPO ROOFING AT WALL REMOVE MATERIALS WITHOUT OWNERS REVIEW / z / TPO ROOFING ADHESIVE o EXISTING GRAVEL TO BE REMOVED / COORDINATE i FLASHING AND ROOFING MANF FASTENER AND PLATE AT 12"oc ROOFING TIE IN WELDED SPLICE, EXISTING INSULATION AND CANT TO BE REMOVED CE, SEAM SEAL ALL CUT EDGES WITH EXISTING TPO ROOFING CONDITIONS, TPO ROOFING ADHESIVE TYPICALLY tu EXISTING BUILT-UP ROOFING TO BE REMOVED %" DENS -DECK e o 4" INSULATION �, t31� :�. .. ...... .`� :.% ..:..+.c:••- .:a+;:r:.. -r .y.:;....r _,.:: mac;:' ,l . `...Y. �.. ..:,- .... :..•c.. i. r,' �w 'A: �• .. .-h' ,:s;.+ L� .,.. :tib +..:• to ".•3.r:-�, L•. �.� .i.re: ^w .r„ -.� ,+. ti: ' •.;: � � i.. -! 2: r ;� +•, :... •"�':e : i+.i•.•.r.=':. � E O c �ti ..:,r. n-"+•: •'!'. .�1.� `'�..;.�_ :R-4..• ..Z..1::i�.. ♦. _ Sh:s�; +rtr:�...y; r1±"'� sp to a a d < G d d as d e ad a :3 Lu z� z a5 0 00 CD u- ? d EXISTING CONCRETE DECK REMOVE o 0 co 3 0 EXISTING CONCRETE DECK REMOVE ALL FABRIC ALL FABRIC AND SHEET MATERIALS w AND SHEET MATERIALS AND PREP DECK z os z uj W W w SURFACE FOR NEW O co _j o UO=� = kv z O O J w LLW � _ m W O�� H O F- d m io z rn DOS` -`.o O O U N �q EXISTING PARAPET AT SOUTH ROOFS PARAPET AT SOUTH ROOFS o oM�o o = o , c o � V) � h EXISTING BUILDING CONSTRUCTION MAY VARY VIF EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK SAW CUT EXISTING PLASTER TO A NEW LINE 8' ABOVE NEW ROOF LINE. SEAL EDGE PAINT TO MATCH EXISTING WALL. PREP FOR NEW FLASHING FLASHING TO BE REMOVED PATCH AND REPAIR SUBSTRATE I AS REQUIRED BY NEW WORK I I EXISTING INSULATION AND j CANT TO BE REMOVED I EXISTING GRAVEL TO BE REMOVED ' ^,�. i•r.Y• w. w:4, .' `;'1Lt jam'+ ` W��,! �� Y • . ° e e v v e e e d Y d v v A- �-- •—d — — -- — — a -1,° d- v � e 0 EXISTING BUILT-UP ROOFING TO BE REMOVED EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW 0EXISTING BUILDING WALL AT SOUTH ROOFS 1-1/2=1-0 EXISTING BUILDING CONSTRUCTION MAY VARY VI PATCH AND REPAIR EXISTING WALL FINISH DAMAGED BY REMOVAL OF OLD ROOFING, FLASHING AND ASSESSOR'S SURFACE APPLIED RIGLET TPO ROOFING AT WALL - TPO ROOFING ADHESIVE ROOFING MANF FASTENER AND WELDED SPLICE, SEAM SETAl2"oc � ALL CUT EDGES NEW TPO ROOFING NEW TPO ROOFING ADHESIVE %" DENS -DECK 4 INSULATION EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS v B BUILDING WALL AT SOUTH ROOFS 1-1/2'=1 —0' C C, F-- c� _ m_ r- � � _Z S W 0 � n 0 <0 �HiF § coW H Q � w 3 0 p co J ml m a m_ r- O F- W 0 � n 0 CD LL �HiF § 004' O = � w 3 0 �¢ o Z v6 W Wui - C3 .j a U co Lu rn ;'o �x 00� A pa c� a c� oo�= w 0 23 t- z � w 0 K--,em cn CD O m Q� U�0N O N c. coC.9 oM�0 Q 9 Lo O p om 9 ZLLL {Z— 0 0 LJ V)_ cn m � U e 9 a J �. EXISTING COPING TO BE REMOVED WITH w z z BIRD BLOCKING (NOT SHOWN) VIF C/3 z C-3 Q o EXISTING BLOCKING AND FORMED BACKING, PREP FOR � w � _ NEW COPING DETAIL. INSPECT SUBSTRATE FOR TPO ROOFING U) CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN NEW COPING WITH CONCEALED EXISTING PLYWOOD BACKING AT PARAPET J EXISTING BUILDING FACE MATERIALS. DO NOT REMOVE MATERIALS WITHOUT CLIPS SEE A/A3.01 CLEAN OF ALL ROOFING INSPECT SUBSTRATE FOR CONDITION NOTIFY = o OWNERS REVIEW RELATED MATERIALS AND OWNER OF DAMP AND OR ROTTEN MATERIALS. co cli PREP FOR NEW WORK SIDE WALL ROOFING TO BE REMOVED AS TPO ROOFING AT WALL DO NOT REMOVE MATERIALS WITHOUT OWNERS REQUIRED BY NEW WORK. INSPECT SUBSTRATE REVIEW FOR CONDITION NOTIFY OWNER OF DAMP AND TPO ROOFING ADHESIVE OR ROTTEN MATERIALS. DO NOT REMOVE TPO ROOFING AT WALL MATERIALS WITHOUT OWNERS REVIEW TPO ROOFING ADHESIVE EXISTING INSULATION AND ROOFING MANF FASTENER m CANT TO BE REMOVED AND PLATE AT 12'oc WELDED SPLICE, SEAM SEAL EXISTING GRAVEL TO ALL CUT EDGES BE REMOVED TP0 ROOFING TPO ROOFING ADHESIVE EXISTING BLOCK TO REMAIN. EXISTING BUILT-UP %" DENS -DECK REMOVED ROOFING TO BE 4" INSULATION EXISTING BUILDING - �,. ,�,,.. - Y "_", -t , ,.-s ;`• i. FACE CLEAN OF _ �. 't` ti r,.::.r,•.: x' ALL ROOF :.d�� I - .. t : ;,. • , . s :,:�'.: , , . _, .. ti , rl RELATED MATERIALS AND ° e PREP FOR NEW v T d PATCH AND REPAIR EXISTING "° a ad WORK WALL FINISH DAMAGED BY REMOVAL OF OLD ROOFING, EXISTING FLASHING AND ASSESSOR'S RIGLETTO BE EXISTING CONCRETE DECK EXISTING CONCRETE DECK E REMOVED REMOVE ALL FABRIC AND SHEET REMOVE ALL FABRIC AND c+ dill MATERIALS AND PREP DECK SURFACE APPLIED RIGLET SHEET MATERIALS U J d m SURFACE FOR NEW WORK TPO ROOFING AT WALL �� SIDE WALL ROOFING TO BE TPO ROOFING ADHESIVE -' O REMOVED AS REQUIRED BY ROOFING MANF FASTENER AND m NEW WORK PLATE AT 12"oc } EXISTING BUILDING CONSTRUCTION WELDED SPLICE, SEAM SEAL ALLLL. MAY VARY V1 CUT EDGES o EXISTING GRAVEL TO BE NEW TPO ROOFING � W REMOVED EXISTING NEW TPO ROOFING ADHESIVE w O F- O = BUILT-UP %' DENS -DECK O 0 Lu 0 ROOFING TO aG LL ? BE REMOVED EXISTING INSULATION AND 4' INSULATION w 0 ¢ 3 0 CANT TO BE REMOVED FFpp9! 0 ._. �• •.. ...J t:�„i]..'ce .t,_^lam ” Ux: �,wte �r:c�:� Y � rtiri OO O ? W o,•.,.r.- -f,. U 4m W LU W� ° d d e v d cultu� .a — d a -'- a -°- �--q a — U U d$ u� d e O–Rjcz, w \tz EXISTING CONC DECK = Z 1 TING CONCRETE DECK _j 0 N o tv REMOVE ALL FABRIC AND SHEET REMOVE ALL FABRIC AND SHEET o_ Z MATERIALS AND PREP DECK MATERIALS O SURFACE FOR NEW ROOF rn mo, SYSTEM o M �� i2 0 0 N A EXISTING CONNECTOR ROOF UPPER ROOF ROOFUPPER ROOF � o = 0Z o @CONNECTOR � z � �!U� -1/2 =1 -0 1-1/2"=1 -0 9 S c (n 0 jr! s EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK EXISTING COUNTER FLASHING / RIGLET TO BE REMOVED EXISTING EXPANSION JOINT COVER TO BE REMOVED EXISTING 2x8 BLOCKING REMOVE DAMP OR ROTTEN MATERIALS REPLACE IN LIKE KIND EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED / NOTES: 1 COMPRESSIBLE TUBE DIAMETER MUST EXCEED THE DECK OPENING BY 50% MIN. OR DESIGNED MOVEMENT (WHICHEVER IS GREATER). 2. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS. 3. ALL WOOD SHALL BE PRESSURE TREATED. GLUE AND SCREW ASSEMBLY PRIOR TO INSTALLATION. MAINTAIN ATRUE UNE EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK NEW FACE APPLIED COUNTER FLASHING, REPOINT JOINTS AS REQUIRED BY DEMOLITION NEW TPO ROOFING TPO ROOFING ADHESIVE SEALANT CONTINUOUS NEW EXPANSION JOINT COVER AND FLASHING 1 1/4' RING SHANK NAILS 12'oc NEW 2x10 PT BLOCKING GLUE AND SCREW TO 2X4 KICKER AND 4X4 CANT BLOCK I NEW TPO ROOFING TPO ROOFING ADHESIVE DENS-DECK 4',INSULATION EXISTIN(YCONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS EXISTING CONCRETE DECK REMOVE ALL ROOFING MEMBRANE ADHERE TO WALL AND FABRIC AND SHEET MATERIALS J�F SECURE WITH BLOCKING PERFORATE ALONG BOTTOM OF SACK 10% OF EXPOSED AREA A EXISTING EXPANSION JOINT AT WALL DETAIL EXPANSION JOINT AT WALL DETAIL 1-1/2"=1 -0 1-1/2 =1 -0' Cl Lu Qo N= z U S Lu Q J 333333 = O Lu c o to �3 C v � m JI I ca El I� la nW �i �E z LL z 333333 o to �3 W< z3 O w W O LuSLU o (n J O W 0 O V 0 c� 0! o z oo0 coh W Z C CL ?�`�`,m �mrn C O C'7 �� Q O O g 00 r o oM z 4v4 C _ o z Z w ���0Co r SIDE WALL ROOFING TO BE REMOVED AS REQUIRED BY NEW WORK. INSPECT SUBSTRATE FOR CONDITION NOTIFY _OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING COPING TO BE REMOVED WITH BIRD BLOCKING (NOT SHOWN) VIF EXISTING BLOCKING AND FORMED BACKING, PREP FOR NEW COPING DETAIL INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF EXISTING PARAPET AT CONNECTOR. ROOF 1-1/2 =1 -0 NEW COPING WITH CONCEALED CLIPS SEE A/A3.01 TPO ROOFING AT WALL TPO ROOFING ADHESIVE ROOFING MANF FASTENER AND PLATE AT 12'oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES NEW TPO ROOFING NEW TPO ROOFING ADHESIVE %' DENS -DECK 4' INSULATION EXISTING CON ICRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS TPO ROOFING AT WALL TPO ROOFING AT WALL TPO ROOFING ADHESIVE EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK B PARAPET AT CONNECTOR ROOF 1-1/2'=1 -0" EXISTING BUILDING CONSTRUCTION MAY VARY VIF All s WW z LUl coJ w€ o� = O m o C14 v Q J � co All s WW o F^ NS WOO U w€ o� OLL-= 0 cn o c �I J � a m Q z Lu a yam, Lu —0 �o Z jE o F^ NS WOO U w€ o� OLL-= 0 cn o W Z C Q z Lu a Lu —0 �o 1.0000 UUa J co Lmu U �02U Z ]fir J (D � N c CD r --i u -o g o 0 N ao G o ZM�aO Q6 Co ��F�z(D 0 0-.> � z 5R c STEP #1 .goy' TPO MEMBRANE APPROPRIATE FASTENER 4'(101;6 mm) O.C. M METAL SLEEVE Ppc- ROOF NAILS 4 101.6 mm O.C. MAX CONTINUOUS OCBEAD OF (SEE NOTES) SIDE WALL ROOFING TO BE REMOVED AS REQUIRED BY NEW WORK EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND SLOPE TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED n r d d d EXISTING CONCRETE DECK REMOVE ALL ® FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK I CL 03=1-0 EXISTING SCUPPE. ppry� O 1. STEP 91 APPLY CONTINUOUS BEAD OF ROOFING MANF WATERBLOCK CENTERED UNDER NAILS. FASTEN METAL SCUPPER WITH APPROPRIATE FASTENERS AND ROUND ALL CORNERS OF SCUPPER 2 STEP 02 STRIP IN ALL CORNERS OF SCUPPER AS INDICATED WITH PRE -MOLDED TPO INSIDE/OUTSIDE CORNERS. TPO FLASHING (UNSUPPORTED) MAY BE USED IN LIEU OF PRE -MOLDED CORNERS FOR A MAIOMUM WARRANTY OF 15 YEARS. USE APPROPRIATE TERMINATION PRE-MQLDED ULTRAPLY CO IN IDE CORNER 7EAT IN PLLAgCE SEE NOTES REAP E OPRIATE DETAIL EXISTING BUILDING CONSTRUCTION MAY VARY VIF EXISTING PLASTER TRIM TO REMAIN, CLEAN AND REPAINT ALL SURFACES PRIOR TO NEW WORK REMOVE ROOFING, CAULKING, PATCHING, ASPHALT EMULSION, FLASHING TO SUBSTRATE PREP FOR NEW FINISH REMOVE EXISTING ROOFING AND FLASHING BACK TO SUBSTRATE PREP FOR NEW WORK EXISTING GUTTER CONDUCTOR HEAD TO REMAIN. TEP 113 a9�1 MEMBRANE 2"(50.8 mm) MW. FIE OI,�TE_DjMEAT NOTES) TPO ROOFING AT WALL WELDED SPLICE, SEAM SEAL ALL CUT EDGES TPO FLASHING WATERBLOCK SEAL _ 1 1/4' RING SHANK NAILS 4"oc AND V FROM CORNER ROOFING MANF TPO ROOFING MEMBRANE FUSED TO FLASHING METAL ROOFING MANF FASTENER AND PLATE AT 12'oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES NEW TPO ROOFING TPO ROOFING �� ��• ADHESIVE y %' DENS -DECK 4' INSULATION TAPER TO DRAIN 2:12 TEP E N EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK BNEW SCUPPER --- 3' =1 -0 NOTES: 1. REFER TO ROOFING MANF WEB SITE FOR MOST CURRENT INFORMATION. 2. STEP #3 STRIP IN SIDE EDGES OF SCUPPER AS INDICATED WITH TPO FLASHING (UNSUPPORTED). 7. STEP #4 STRIP IN TOP AND BOTTOM EDGES OF SCUPPER AS INDICATED WITH TPO FLASHING (UNSUPPORTED} TPO FLASHING NSUPPORTED HEAT SEE NOTES)��E 2(50.8 mm) MIN. EXISTING BUILDING FACE CLEAN OF ALL _ ROOFING RELATED MATERIALS AND PREP FOR NEW WORK _ EXISTING BUILDING CONSTRUCTION MAY VARY VIF CONTINUOUS BEAD OF ROOFING MANF SEALANT ROOFING MANF TPO PROOFING MEMBRANE FUSED TO FLASHING METAL WELDED SPLICE, SEAM SEAL ALL CUT EDGES ROOFING MANF TPO ROOFING MEMBRANE FUSED TO FLASHING METAL EXISTING GUTTER CONDUCTOR HEAD. CONTINUOUS BEAD OF ROOFING MANF SEALANT Lu O LO u� w IC0 LL ? o9 On LU Ntv i �0¢ Lb N I Z 7 = Z u� w LL ? o9 On Oz U) >- uj o i �0¢ Lb N A z(if fq O fq —1 a w �n Pr U�� O u�l� LL -po ,OJa 0 UUa LLmu2�-4 C) y� J w O 20 t Z m N U F- I— O_ a .named i m CD O - � ���oo --j- - 6 oO ZZT�a LTJ z m ����Z� w a O (A (n m U p p r Fil 4 s F` S EXISTING BLOCKING TO BE REMOVED EXISTING GRAVEL STOP TO BE REMOVED EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK SIDE WALL ROOFING TO BE REMOVED INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP 1 ROOFING TO BE REMOVED 95 d 4 � d •a 4 d EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF A EXISTING STEP AT UPPER ROOFS 1-1/2 =1 -0 EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK TPO ROOFING AT WALL 1 1/4 RING SHANK w ¢ o NAILS 6"OC vwi- _ z ROOFING MEMBRANE w � c=n FLASHING ¢ –' 1/4 1/2" CONTINUOUS BEAD OF TPO ¢ o PLATE AT 12"oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES; ROOFING SEALANT co CONTINUOUS BEAD OF TPO ROOFING w o F ROOFING SEALANT TPO ROOFING ADHESIVE %' DENS -DECK NEW TPO ROOFING 1 1/4 RING SHANK NAILS 6"oc 4" INSULATION NEW TPO ROOFING ADHESIVE CONTINUOUS WOOD PT NAILER DRIP EDGE METAL PER B / A3.02 _ . _.; �• '' =�' "" '' " " �' �" ` " "'� ; Y-•�� } 00 CONT INUOUS CLEAT AT EDGE ;'q•'r �.. , . - ��;` ,=?'-�:'�-=•' y'; %" DENS -DECK ` a CONTINUE ROOFING MEMBRANE OVERLAP AND SEAL '-- °—a-�°• — ° d a EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK TPO ROOFING AT WALL TPO ROOFING ADHESIVE J ROOFING MANF FASTENER AND PLATE AT 12"oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES; B s' w o NEW TPO ROOFING EXISTING BUILDING NEW TPO ROOFING ADHESIVE CONSTRUCTION MAY VARY %" DENS -DECK VIF 4 INSULATION ° N \ `i'-.t;y,:•'._ .:y; -mac- '.-;.. .•.. ..�. :.-..-• •: .� -, w LU 0 ° 4M1 d °` tt Z o� 0 co d z D CE w ��� o V) � o�J o� � EXISTING CONCRE E DECKS vop o REMOVE ALL FABRIC AND SHEET w MATERIALS AND PREP DECK E, o O SURFACE FOR NEW WORK ¢ v 0 o- LL m 9 cn Ld o f5�� CL p r Q � 3: STEP AT UPPER ROOFS Z0o B 1-1/2'=1-0' Li w m EZ Oz Ov EXISTING SKYLIGHT TO REMAIN PROTECT FROM DAMAGE CAP FLASHING AT SKYLIGHT TO BE REMOVED AND RESET DAMAGED OR CREASED FLASHING SHALL BE REPLACED IN LIKE KIND. SIDE WALL ROOFING TO BE REMOVED. INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING GRAVEL TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED r .j. „� Jf. �r iti• it e e' ' a `v 1N. A e e— — -- — e EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK e A EXISTING WALL AT SKYLIGHT - ) 1-1/2 =1 -0 EXISTING BUILDING CONSTRUCTION MAY VARY VIF EXISTING INSULATION AND CANT TO BE REMOVED EXISTING SKYLIGHT TO REMAIN PROTECT FROM DAMAGE CONTINUOUS BEAD OF TPO ROOFING SEALANT ROOFING MEMBRANE FLASHING 1 1/4" RING SHANK NAILS 6"OC -_ CONTINUOUS BEAD OF ROOFING SEALANT 1 1/4 RING SHANK NAILS 6"oc DRIP EDGE METAL CONTINUOUS CLEAT AT EDGE -CONTINUE ROOFING MEMBRANE OVERLAP AND SEAL TPO ROOFING AT WALL TPO ROOFING ADHESIVE - ROOFING MANF FASTENER AND PLATE AT 12"oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES NEW TPO ROOFING NEW TPO ROOFING ADHESIVE % DENS -DECK 4 INSULATION a� .-rte y� r--..��}Y .-ti��� rt :- w�•..t .-. ° G e ° e e EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK WALL AT SKYLIGHT 1-1/2 =1 -0 e EXISTING BUILDING CONSTRUCTION MAY VARY VIF Luw z F~ co 5E z E5 W _ J w = O O = 0 ui N Lo Q o }a m } m z O D W Ti J V iu s s ahf�Ra � uJ � o O F- Fn � o C7 LL w O = 0 ui I= m Q � wry o }a z Q. cd LL = W Q U) J O W N 00c 0 z :3W zF c, O F- Fn � o C7 LL w O = 0 ui Q � wry �3 oN z Q. cd LL = W Q U) J O W N 00c 0 H Q sa o of 00 U U a � o �m J 0o2= 3 wow af Zi TF- NC� F- 0_ Z �d ym- Q c m oco O � �� o o 0 N 6 N 2 oMD 8 (ZD=C o Z �Li Co W< LLJ µrZwr1�yy Q O = y C a 0 r n n EXISTING COPING TO BE b $s_ Lu Q ww REMOVED WITH BIRD SPIKES EXISTING BUILDING FACE CLEAN OF NEW BLOCKING AT o I= r (NOT SHOWN) VIF ALL ROOFING RELATED MATERIALS COPING. Lb 3t TPO ROOFING OVER TOP OF AND PREP FOR NEW WORK `Q - w w WALL U9 ul tE g MLU 00 TPO ROOFING AT WALL NEW COPING WITH .� EXISTING BLOCKING AND EXISTING GRAVEL TO BE REMOVED CONCEALED CLIPS TPO ROOFING ADHESIVE FORMED BACKING,TO BE LLJ SEE A/A3.01 �zx W U f— REMOVED EXISTING INSULATION AND CANT ROOFING MANF FASTENER AND PLATE QZ K TO BE REMOVED TPO ROOFING AT AT 12"oc N G E WALL 0=w WELDED SPLICE, SEAM SEAL ALL CUT 1 1/4 RING SHANK LAJ t EDGES LL.I = o NAILS 6"oc 'd TPO ROOFING D m U ° d EXISTING BUILT-UP ROOFING ° d ° e TO BE REMOVED ' e TPO ROOFING ADHES v TPO ROOFING v %" DENS -DE CKIV v' ADHESIVE v' 2" INSULATI EXISTING BUILDING ° e . ° d CONSTRUCTION MAY VARY a .d < <, ' }• : r,3 _ ' :�"' •� v •d VIF ,.: ��' r. - ;��,+ 5,.... A e e Q. A`_ .e 4. d.. a, v e ° d e v v e e v d v °e d e e e G e d °e d ° e EXISTINGA14 EXISTING CONCRETE DECK BUILDING°°REMOVE ALL FABRIC AND CONSTRUCTION°SHEET MATERIALS AND PREP MAY VARY VIFVA DECK SURFACE FOR NEW EXISTING CONCRETE DECK REMOVE ALL A a WORK e e FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW -WORK a v d a d v . ° v d e e• d e 7/z a• 01-1/2=1-0 EXISTING ELEVATOR ROOF PARAPET B ELEVATOR ROOF PARAPET 1-1/2 =1 —0 co Lo } m liyIt J b $s_ Lu Q ww 5 CDo0 LL ? o I= r O to O m Lb 3t m } N Dtu Q ww 5 CDo0 LL ? o W O to ui 3y d Lb 3t Kz pq z w N `Q - w w -jow Oco U9 ul tE g MLU 00 mo .� Q U U d Lu R!5 LLJ m �o= LLJ CD �zx W U f— Q- QZ K CD O m� 0 0 U �cV N G E 0=w CD _� LAJ t m LL.I = o 0 O Lo D m U u EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK EXISTING EXPANSION JOINT COVER TO BE REMOVED EXISTING 2x8 BLOCKING REMOVE DAMP OR ROTTEN MATERIALS REPLACE IN LIKE KIND EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING COPING TO BE REMOVED WITH BIRD BLOCKING (NOT SHOWN) VIF EXISTING BLOCKING AND FORMED BACKING, PREP FOR NEW COPING DETAIL. INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK SIDE WALL ROOFING TO BE REMOVED. INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING GRAVEL TO BE REMOVED - EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMO' EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF 0EXISTING PARAPET BETWEEN UPPER ROOFS 1-1/2'=1 -0 EXISTING BLOCK TO REMAIN. NEW COPING WITH CONCEALED CLIPS SEE A/A3.01 TPO ROOFING AT WALL TPO ROOFING ADHESIVE NEW TPO ROOFING TPO ROOFING ADHESIVE SEALANT CONTINUOUS NEW EXPANSION JOINT COVER AND FLASHING 1 1/4 RING SHANK NAILS 12"oc 2x10 PT BLOCKING GLUE AND SCREW TO 2X4 KICKER AND 4X4 CANT BLOCK NEW TPO ROOFING TPO ROOFING ADHESIVE %" DENS -DECK 4 INSULATION -�, e `? d e -` a—^ EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS ROOFING MEMBRANE ADHERE TO WALL AND SECURE WITH BLOCKING PERFORATE ALONG BOTTOM OF SACK 10% OF EXPOSED AREA TPO ROOFING OVER TOP OF WALL TPO ROOFING AT WALL TPO ROOFING ADHESIVE ROOFING MANF FASTENER AND PLATE AT 12'oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES TPO ROOFING TPO ROOFING ADHESIVE " DENS -DECK 14 INSULATION EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF B PARAPET BETWEEN UPPER ROOFS 1-1/2 =1 -0' LuLu w ao :3tLi FE z � U = uj Q J O = O ujN (�y W v co m J In _01 :3tLi FE O Z N 5 00 LL Z O x O v� w a (�y W a twig O?WS z w LL o - o U ? LU 5 z �zd M 0 F. 68 �� 00 U U a 2.-,, � a v_i J '.,) O Z ° H �- 0: Z � J m � cy) C) O G 8 0 0 f� UUUUU N 6 N 8 oM �'�aO C) z Z. �� 0 Cn o W N o e � 4m u SIDE WALL ROOFING TO BE REMOVED INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING GRAVEL TO BE REMOVED EXISTING INSULATION AND CANT TO BE REMOVED EXISTING BUILT-UP ROOFING TO BE REMOVED �yc x .. .•eta .��r'. .. '��/.' d d . V Q d d A. d EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS AND PREP DECK SURFACE FOR NEW WORK a EXISTING COPING TO BE REMOVED WITH BIRD BLOCKING (NOT SHOWN) VIF EXISTING BLOCKING AND FORMED BACKING, PREP FOR NEW COPING DETAIL. INSPECT SUBSTRATE FOR CONDITION NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF JU EXISTING PARAPET AT UPPER ROOF (L A 1-1/2 =1 -0 ' N NEW COPING WITH CONCEALED CLIPS SEE A/A3.01 TPO ROOFING AT WALL TPO ROOFING ADHESIVE ROOFING MANF FASTENER AND PLATE AT 12"oc WELDED SPLICE, SEAM SEAL ALL CUT EDGES NEW TPO ROOFING NEW TPO ROOFING ADHESIVE DENS -DECK 4" INSULATION n... -a... d .. d d EXISTING CONCRETE DECK REMOVE ALL FABRIC AND SHEET MATERIALS B PARAPET AT UPPER ROOF 1-1/2 =1 -0' TPO ROOFING AT WALL TPO ROOFING AT WALL TPO ROOFING ADHESIVE EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP FOR NEW WORK EXISTING BUILDING CONSTRUCTION MAY VARY VIF � U QO N '_uj _Z C. W 2 J w o� �WW co N k Cs. yLLb 3E r0 :3� ui A 0 of o C7 LL Z w o� O= w ¢ �> �3 0 Cs. yLLb 3E r0 z ^ Z M C LL W F�J^ po m Lu J V =) W pZ o W N z� O K - gyp 1r, j- v El 9g� k 0- ow U U a LLm�_j U W J -, O w O t >zx y 0 H d N O Z? m K IJ TA �p C �{ OEON cc- CD Z Z n=a �Z 0o V 0 L U QO EXISTING COPING TO BE REMOVED WITH BIRD k-" � CD BLOCKING (NOT SHOWN) VIF WIDTH VARIES uj NEW COPING WITH ¢ -i a CONCEALED CLIPS EXISTING BLOCKING AND FORMED BACKING, PREP FOR NEW SEE A/A3.01 TPO = O COPING DETAIL. INSPECT SUBSTRATE FOR CONDITION ROOFING N NOTIFY OWNER OF DAMP AND OR ROTTEN MATERIALS. DO TPO ROOFING AT `r NOT REMOVE MATERIALS WITHOUT OWNERS REVIEW WALL EXISTING BUILDING FACE CLEAN OF ALL ROOFING RELATED MATERIALS AND PREP TPO ROOFING m FOR NEW WORK ADHESIVE EXISTING BUILDING CONSTRUCTION MAY VARY VIF EXISTING BLOCK ' SIDE WALL ROOFING TO BE REMOVED INSPECT TO REMAIN. TPO ROOFING AT WALL SUBSTRATE FOR CONDITION NOTIFY OWNER OF TPO ROOFING ADHESIVE DAMP AND OR ROTTEN MATERIALS. DO NOT { REMOVE MATERIALS WITHOUT OWNERS REVIEW Z 3 ROOFING MANF FASTENER AND F ' EXISTING GRAVEL TO BE REMOVED PLATE AT 12"oc il> WELDED SPLICE, SEAM SEAL ALL t i CUT EDGES EXISTING INSULATION AND CANT TO BE REMOVED TPO ROOFING Al TPO ROOFING ADHESIVE s w EXISTING BUILT-UP ROOFING TO BE %" DENS -DECK o REMOVED 4 INSULATION .1Y •�.' • .S '•.w.t•�. �._ �fi'_4 ,•i,'4 y`' ` :' ., iY4 �V•y:r Yr�w}: Yry ;,.s. y�.'.<X �`p,IN ^�. T—.1 "..• m '. J, •,'x;, y'ti. :.•.-r _.�• ��ti. ... •t. '!v `.�" At-.iml �: .]i�.'.eWF'e.; .4`t+•?•:.'. tT a Ra. f, t • ;N .t':. •r4 ! . '•3:'o- - V ,\"^ �•.. _ •;1..'`t•./.`. in AI- A° o a G 4 v e ° ° ° Q e v v cn n — D w S ° a Q Z ul i O w� EXISTING CONCRETE o w = 0a DECK REMOVE ALL 0 co LU 3 / FABRIC AND SHEET ' x EXISTING CONCRETE DECK REMOVE ALL FABRIC / MATERIALS ? W o AND SHEET MATERIALS AND PREP DECK SURFACE v = W 80 c FOR NEW WORK cr Fx Yi El 0 . a 0;4�� . a LLw� �OO�jU w w 20 is m cnT Ell M 8�TN CD 00 AT UPPER ROOFS PARAPET AT UPPER ROOFS Z�'z0mo �_ EXISTING PARAPET o o A g. B 1-1/z'=l -0' m w 0 1-1/2'=l -o juC CD S2Z �m R c VIF B LADDER CAG fl, SCALE.3 4 —=1—O-' Rl_ CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE NEW CAGE VERTICAL BARS, 271-25' STEEL, TYP ( 5) NEW CAGE TOP BAR, 27X25'STEEL Q LADDER CAGE PLAN - MAIN SCALE. 3/4'=1'—O" 2'3' CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE NEW CAGE VERTICAL BAR, 27X25' STEEL, TYP (5) NEW CAGE BOTTOM BAR S. 2'X25' STEEL BOTTOM LOOP TO TIE TOGETHER FOR RIGIDITY EXISTING LADDER WALL BRACKETS FACE OF EXISTING WALL O LADDER CAGE PLAN BAR, 2'x.25' NEW CAGE VERTICAL ��— BARS. 271.25' STEEL, TYP (5) EXISTING LADDER UPRIGHTS AT UPPER ROOF NEW CAGE VERTICAL BARS, 2'x.25' STEEL, TYP (5) CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE NEW CAGE SUPPORT BAR ALIGN WITH EXISTING LADDER BRACKET BARS, 2'X25' STEEL NEW CAGE VERTICAL BARS. 2'71.25' STEEL, TYP (5) CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE FACE OF EXISTING WALL NEW CAGE BOTTOM BAR S. 271.25' STEEL —� EXISTING V LADDER FACE OF EXISTING WALL n, -A CA6blEl-k CAGE ELEVATIONS. SCALE. 1 =1 —0 n n n IL n n n n r, i CLAMP ASSEMBLY TO EXISTING 1 LADDER VERIFY EXISTING CONDITION AND COORDINATE /-� EXISTING LADDER UPRIGHTS AT PARAPET NEW GUARDRAIL BEYOND TOP OF .,-- ROOF P Lu QO ~ EXISTING LADDER 5 Z_ L UPRIGHTS AT UPPER i ROOF i LL0 O N EDGE OF '-V ROOF NEW CAGE TOP BAR, 2'X.25' STEEL CLAMP ASSEMBLY TO EXISTING J m LADDER VERIFY EXISTING CONDITION AND COORDINATE E PLAN - UPPER ro } NEW CAGE BOTTOM BAR BEYOND LL S � NEW CAGE VERTICAL U. 0 W BARS, 2'x.25' STEEL, TYP (5) z LLJ z m NEW CAGE SUPPORT IL BAR ALIGN. WITH 00 EXISTING LADDER BRACKET BARS, 2'X25' �Q STEEL EXISTING LADDER WALL _ - BRACKETS ��¢ W S FACE OF z a' u EXISTING WALL Q LADDER CAGE PLAN - MAIN SCALE. 3/4'=1'—O" 2'3' CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE NEW CAGE VERTICAL BAR, 27X25' STEEL, TYP (5) NEW CAGE BOTTOM BAR S. 2'X25' STEEL BOTTOM LOOP TO TIE TOGETHER FOR RIGIDITY EXISTING LADDER WALL BRACKETS FACE OF EXISTING WALL O LADDER CAGE PLAN BAR, 2'x.25' NEW CAGE VERTICAL ��— BARS. 271.25' STEEL, TYP (5) EXISTING LADDER UPRIGHTS AT UPPER ROOF NEW CAGE VERTICAL BARS, 2'x.25' STEEL, TYP (5) CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE NEW CAGE SUPPORT BAR ALIGN WITH EXISTING LADDER BRACKET BARS, 2'X25' STEEL NEW CAGE VERTICAL BARS. 2'71.25' STEEL, TYP (5) CLAMP ASSEMBLY TO EXISTING LADDER, VERIFY EXISTING CONDITION AND COORDINATE FACE OF EXISTING WALL NEW CAGE BOTTOM BAR S. 271.25' STEEL —� EXISTING V LADDER FACE OF EXISTING WALL n, -A CA6blEl-k CAGE ELEVATIONS. SCALE. 1 =1 —0 n n n IL n n n n r, i CLAMP ASSEMBLY TO EXISTING 1 LADDER VERIFY EXISTING CONDITION AND COORDINATE /-� EXISTING LADDER UPRIGHTS AT PARAPET NEW GUARDRAIL BEYOND TOP OF .,-- ROOF P Lu QO ~ QqLIJ Z_ L i i LL0 O N FIN- '-V W m QqLIJ J m IE � ro } U. 0 W z LLJ z m U O� 0 00 LL O= �Q A ��¢ W O z a' u ? 8 pto-1 V00C Wo 951 Ln N z 00 U U a J �'$� � C m o1�uu -) o t z LLJ 0 0 92 H d z m O c N rn , o N N co co 6 rn C) Z � �� 0 F V) 0 0 NEW SAFETY HOOP BAR, 2'x.25' STEEL LADDER UPRIGHTS TOP PLATFORM Ya' DIAMOND PLATE.FOLD EDGES DOWN P TOP OF PARAPET LADDER RUNG 12'oc LADDER UP RIGHT BARS, 2'X.25' STEEL ROOFING SEE MANF — DETAIL ROOFPADS Y2mx6W STEEL PLATE WITH (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK SEE B/A322 r• LADDER UPRIGHTS t4 io ROOF PADS X'AM 6' STEEL PLATE WITH (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK SEE B/A322 Di CONNECTOR ROOF LADDER ELEVATION A ROOF LADDER ELEVATION SCALE.1 2 =1 -0 NEW SAFETY HOOP BAR, 25X25' STEEL LADDER UPRIGHI TOP PLATFORM & DIAMOND PLATE,FOLD EDGES DOWN 1' TOP OF PARAPET LADDER RUNG 12'oc — w BUILDING EXPANSION — a JOINT SEE B A3.11 LADDER UP RIGHT BARS, 2'X.25' STEEL PROVIDE PIVOT 6' OFF DECK Y4' BOLT ROOFING SEE MANF DETAIL ROOF PADS —� '/ // ///i )S5c6'x6' STEEL PLATE WITH (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK SEE WA322 O2 ROOF LADDER ELEVATION r• UPRIGHTS PROVIDE PIVOT %* BOLT ROOF PADS Ye5c6W STEEL PLATE WITH (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK SEE B/A322 O STAIR LADDER ELEVATION U LLJ QZO -:2uiiE z C/3 = W Z 2 W !Z' J = O 'ON ca >. US d ULI N LU N co :NI I J Z©,. -:2uiiE z p a m= o 0 ea Fz LL- z p = o 'ON ca >. US d LU N A V � LU -0 a U o m Lij CJ �oLLJ�U m Z t 7 Of CL m C4,� C3 O cV � N N ®_ C3 0 z Z �<�� LAJ Q p 5'-0' GUARD RAIL 2' STD PIPE HOT DIP OALVINIZED AFTER FABRICATION X ROOFING SEE MANF STD. DETAIL X'xSW' STEEL PLATE WITH (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK SEE B/A322 y @ELEVATION QgECTION ROOF GUARD RAIL DETAILS SCALE. 1/2'=l -0 GUARD RAIL 2' STD PIPE HOT DIP GALVINIZED AFTER FABRICATION ROOFING SEE MANF SM. DETAIL c VARIES PROVIDE PIPE PENETRATION DETAIL PER CAA3.04 MEMBRANE BOARD etT .I I. e e o � � p• p —)S'XS'SC6' STEEL PLATE WITH [i (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK _ p_ SEE BIA3.22 P ; j I — °� BASE PLATE WELD TO PIPE. a •e r. � e •e e e b e i I e } o PROVIDE NON SHRINK GROUT COMPATIABLE WITH INSULATION AND BASE PLATE \ FINISH X-0 EXPANSION ANCHOR DEPTH OF SLAB. DO NOT PENETRATE PAN. TYPICAL LEG TO DECK DTL SCALE. 1/2"=1 -0 L� U Q O =3ul Lu ~ Z co U aLL Zs oO = O � Z ,cli Q I u- VARIES PROVIDE PIPE PENETRATION DETAIL PER CAA3.04 MEMBRANE BOARD etT .I I. e e o � � p• p —)S'XS'SC6' STEEL PLATE WITH [i (4) EXPANSION ANCHORS TO EXISTING CONCRETE DECK _ p_ SEE BIA3.22 P ; j I — °� BASE PLATE WELD TO PIPE. a •e r. � e •e e e b e i I e } o PROVIDE NON SHRINK GROUT COMPATIABLE WITH INSULATION AND BASE PLATE \ FINISH X-0 EXPANSION ANCHOR DEPTH OF SLAB. DO NOT PENETRATE PAN. TYPICAL LEG TO DECK DTL SCALE. 1/2"=1 -0 L� =3ul Zs oO � Z u- iE 0Q Lu �3 d Q' WC LLJ �qLL+ Z ttl' V � W f O O C7 T p �h J if , m b0 r�'���n,v r �'��ayyr;�J� J u� tea' S •.1�a�'tVn � i IZ ,j ��� U f,� .�