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Romtec, Inc ~ CP15008 CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM (THIS FORM MUST ACCOMPANY EVER Y CONTRACT Contract Title: PIC-Summerlake Park Restroom Facility Cons. Number: Contractor: Romtec, Inc. Contract Total: $73,029 Contract Overview: Construction of building footing and associated concrete,installation of building utilities (water, sanitary sewer,electrical,mechanical), construction of the pre- designed restroom and work zone traffic control. Initial Risk Level: ❑ Extreme ❑ High ❑ Moderate ® Low Risk Reduction Steps: Standard insurance in accordance with the matrix Risk Comments: Risk Signature: Contract Manager: Teff Peck Ext: 2466 Department: PW/Engineering Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Improvement ❑ IGA ❑ Other: Start Date: 4/6/15 End Date: 6/30/15 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Romtec $73,029 Lee Contractors $75,000 DaNeal S80.767 Account String: Fund-Division-Account Work Order—Activit;Type Amount FY14/15 420-8000-56005 92048-140 573,029 Approvals - LCRB Date: Department Comments: Seebid results aboveresults above. Department Signature: Purchasing Comments: Purcha i g Signature- City Manager o City Manager Signature: ? / / After securing all required approvals,forzbard original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. C t l5r�g City o f Tigard • FINANCE AND INFORMATION SERVICES Request for Quotation (Construction) SUMMER LAKE PARK RESTROOM CONSTRUCTION Statements Due: Monday,September 8.2014 -2:00 pm local time Submit Proposals To: City of Tigard—Contracts &Purchasing Office Attn: Joe Barrett, Sr. Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 Direct Questions To: Joe Barrett, Sr. Management Analyst Phone: (503) 718-2477 Email: josephatigard-or.gov The City of Tigard (City) is seeking quotes for the project named above and described in this Request for Quotations. Quotations may be submitted via: • Faxed to (503) 684-7297; • Emailed to josepha igard-or.gov;or • Mailed or delivered in person to Tigard City Hall, Attention:Joe Barrett, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Submitting contractors are responsible for reviewing all instructions and contract terms and conditions contained in this request. By submitting a quotation for this project, submitting contractor certifies that it is able to comply with the terms and conditions of the City's contract, including insurance requirements and other federal, state, and local laws and regulations governing services purchased though the resultant City contract. Each submitting contractor further certifies that it has read and agrees to enter into a City contract using the form of agreement provided as Exhibit A, including exhibits. Submitting contractors shall agree that all materials submitted for any portion of this Request for Quotation shall become City property and will not be returned to the submitting contractor. A. SCOPE OF WORK 1. Standards and Specifications The work embraced herein shall be done in accordance with the following standards and specifications. 11Pao • City of Tigard Public Improvement Design Standards Download from the City's web site • CWS Design and Construction Standards 07-20 www.cleanwaterservices.org • Supplementary General Conditions Included herein as Exhibit B • Special Provisions Included herein as Exhibit C • Manual on Uniform Traffic Control Devices (MUTCD) • Oregon Standard Specifications Version 2008—Volumes 1 & 2 Available from ODOT 2. Work to be Done The work to be done under this project consists of the construction of park improvements, including installation of utilities, concrete walk, and a Romtec restroom facility shown on plans entitled "Summer Lake Park Restroom Construction. General duties in the performance of this work will include: ➢ Clearing and Grubbing,Removal of Structures &Obstructions,Work Zone Traffic Control ➢ Erosion and Sediment Control ➢ General Excavation for Facility ➢ Installation of a Romtech Restroom Facility kit delivered to the site. ➢ Installation of Sanitary Sewer and Potable Waterlines ➢ Installation of Electrical Conduit for Power to Facility Rain Garden/Infiltration Pond ➢ Planting and Irrigation ➢ Performance of additional and incidental work as called for by the specifications and plans. B. QUOTATION INSTRUCTIONS AND REOUIREAiENTs 1. Quotation Format Quotations shall be typewritten or prepared in ink and submitted on the forms contained herein or attached. The quotation must be completed in its entirety and delivered to the City at the specified location and by the due date and time on the first page of this Request for Quotation. 2. Prevailing Wage Work under this project is subject to Oregon Bureau of Labor and Industries (BOLI) prevailing wage requirements. The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Request for Quotations. Successful contractor shall provide proof to the City prior to the beginning of any of the work that the contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The Prevailing Wage Rate for this project can be found here: htW://www.oregon.gov/boli/WHD/P\VR/Pages/pwr oregon 2014.aspx. 3. Performance and Payment Bond The submitting contractors understand that if awarded the Contract, the successful contractor shall deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contract sum, using the forms provided by the City. 2 1 P a g e 4. Price to Include Total Cost for Providing Service Any quotation provided in response to this Request for Quotation must be complete and include all material, labor, and related costs necessary to complete the required work in accordance with the specifications and contract terms and conditions. 5. Collusion In submitting its quotation, a submitting contractor certifies that no officer, agent, or employee of the City has a pecuniary interest in its quotation; that the quotation is made in good faith without fraud, collusion, or connection of any kind with any other submitting contractor; and that the quotation is competing solely on its own behalf without connection or obligation to any undisclosed person or firm. 6. Quote Validity Quotations shall remain valid for a period of sixty (60) days following the listed due date. C. EVALUATION AND AWARD 1. Rejection of Quotations The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. 2. Waiver of Informalities The City reserves the right to waive any discrepancies or minor irregularities in a valid quotation. 3. Method of Award Award will be made to the submitting contractor whose quotation best serves the interest of the City. In addition to price, the City reserves the right to also consider, but not be limited to, experience,expertise, and contractor responsibility. D. GENERAL PROVISIONS AND INFORMATION 1. Compliance with Applicable Laws Successful contractor shall comply with all terms and conditions of City contract, including insurance requirements, contained in this Request for Quotation, as well as all federal, state, and local laws and regulations governing public contracts. 2. Romtec Scope of Supply and Design Submital Attached for review as Exhibit D. 3. Romtec Structural Calculations and Data Sheets Available for review. Contact Joe Barrett at either (503) 718-2477 or joseph(d,tigard-or.gov to set up review time. 3 1 P a g e ATTACHMENT A QUOTE FORM(PROPOSAL) SUMMERLAKE PARK RESTROOM FACILITY This quote must be signed in ink by an authorized representative of the submitting contractor; any alterations or erasures to the quote must be initialed in ink by the undersigned authorized representative. Project: Summerlake Park Restroom Facility Bid Due Date: Monday.March 30,2015—'2:0012 The Undersigned (check one of the following and provide additional information): An individual doing business under an assumed name registered under the laws of the State of ;or A partnership registered under the laws of the State of ;or X A corporation organized under the laws of the State of OREGON ; or A limited liability corporation organized under the laws of the State of hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the contract documents for the quotation as follows: $ 73,029 Quotation Totalin Numerical Form SEVENTY-THREE THOUSAND TWENTY NINE DOLLARS AND 0/100 Quotation Total in Written Form and the Undersigned agrees to be bound by all documents comprising the contract documents as defined in the attached Contract. The Undersigned declares that it has carefully examined the site(s) of the work, the contract documents, quotation documents, and forms. Submission of this quote shall be conclusive evidence that the Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality and scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the contract documents. The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (1001/6) of the Contract sum, using the forms provided by the City. The surety(ies) requested to issue the Performance Bond and Payment Bond will be $1,825.75 . The Undersigned hereby authorizes said surety(ies) company(ies) to disclose any information to the City concerning the Undersigned's ability to supply a Performance Bond and Payment Bond each in the amount of the Contract. The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies, equipment, or services described in the solicitation documents designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its sure on an bond gn surety y furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid. 5 1 Page Tht Undersigned HAS HAS NOT d�eek appll abl,- slalus) paid unemployment or income taxes in Oregon within the past 12 months and X HAS HAS NOT (eheck ajrpAi7ble .rtalus) a business address in Oregon. The Under4u d [@ HAS HAS NOT (dwk Mable rwur) complied with any Affirmative Actions Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 2790..800 through 2790.870 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is_ 192589 with an expiration date of 117/2017, . As a condition to submitting a bid, a Contractor must be restered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number. Failure to rester and disclose the number will make the bid unresponsive and it will be rejected unless contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful quoting contractor hereby certifies that all subcontmctors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. The successful contractor hereby certifies that, in accordance with the Worker's Compensation law of the State of Oregon, its Worker's Compensation Insurance provider is 5AIF etaworatton , Polity No. 621419 and that Undersigned shall submit Certificates of Insurance as required. Name of Submitting Company: ROMTEC,Inc. Company Address: _ 1g2q_N. Bank Itd. Roseburg,OR 97470 Federal Tax ID: 95-3375642 Telephone/Fax: (5411496-3541 TRT../ (.50496-(lft[13 FAX I attest that I have the authority to commit the firm named above to this quotation amount and acknowledge that tete firm meets the qualifications necessary to perform this Werk as outlined in the Request for Quotation. I understand that I will be .required to pro�ide necessary iaforrnation to verify that the firm meets these qualifications if selected for the subsequent Contract Authorized Signature: Printed Narne &Title: Jic�- �jMt- rs j tt,Ta�� er Date: 3 j 3. .0 iS r 6 Page SUMMER LAKE PARK RFSTROOM FACILII*Y CONSTRUCTION QUOTE,SH1,,ET DETAIL Item # Description Qtv Unit Unit$ Total S Building Work Mobilizadon l Lump Surn 2 Installation of Romtec Fadlity, Complete LUMP $5.8,423-20 Suln Project Tot-al 7 J Paige ATTACHMENT B CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT SUMMERLAKE PARK RESTROOM FACILITY CONSTRUCTION THIS CONTRACT,made and entered into this 6`h day of April,2015,by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Romtec, Inc. hereinafter called "Contractor",duly authorized to perform such services in Oregon. RECITALS WHEREAS,the City requires services which Contractor is capable of providing,under terms and conditions hereinafter described;and WHEREAS,time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal;- THEREFORE, roposal;THEREFORE,in consideration of the promises and covenants contained herein,the parties hereby agree as follmvs: TERMS OF AGREEMENT 1. Services Contractor's services under this Agreement shall consist of the following. A. Construction of Building Footing and associated concrete within the building footprint B. Installation of Building Utilities—(Water,Sanitary Sewer,Electrical,Mechanical) C. Construction of the Pre-Designed restroom building as shown on the drawings — Basis of Design ROMTEC,INC. 2022-SIERRA II Compact Double Restroom D. Work Zone Traffic Control E. Performance of additional and incidental work as called for by the specifications and plans. 2. Prevailing Wage The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fully set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract, employed in the performance of the Contract, either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor,and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services,the City may pay for those labor and services and withhold these amounts from payment s that are due the Contractor in accordance with ORS 279C.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon MR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. For contracts$50,000 or greater,the City shall pay a fee equal to one-tenth of one percent(.001) of the price of the contract to the Bureau of Labor and Industries. The fee shall be paid on or before the first progress payment or sixty(60) days from the date work first began,whichever comes first. 3. Pre-Construction Conference Contractor and listed subcontractors shall attend and participate in any pre-construction conferences described or listed in the general conditions before any work is started on the project site. 4. Contract Documents The Contractor is hereby bound to comply with all requirements of the Contract Documents prepared by the City and performance pertaining to this Agreement,in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following titles that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction,2008,Volume 1 and Volume 2. Solicitation Documents General Requirements Attachment A—Quote Form(Proposal) Attachment B— Public Improvement Contract Attachment C— Performance Bond Attachment D— Payment Bond Attachment E— Supplemental General Conditions Attachment F— Special Provisions Attachment G— Oregon BOLI—Prevailing Wage Rates Attachment H— Romtec Building Plans Attachment I— Romtec Data Sheets Attachment J— Summer Lake Park Site Utilities Plans (Erosion Control,Grading,Utilities) Standard Documents ■ General Conditions (Oregon Standard Specification for Construction,2008,Volume 1 as amended by the Supplemental General Conditions). ■ Special Provisions 5. City's Representative For purposes hereof, the City's authorized representative will be Jeff Peck, Sr. Engineering Tech,who can be reached by telephone at(503)718-2466 or by email at jeff Odgard-or.gov. 6. Contractor's Representative For purpose hereof, the Contractor's authorized representative will be David Smith who can be reached by telephone at(541)496-3541. 7. Contractor Identification Contractor shall furnish to the City the Contractors employer identification number, as designated by the Internal Revenue Service,or Contractor's social security number,as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Seventy Three Thousand Twenty Nine and No/100 Dollars ($73,029.00) for performance of those services provided hereunder, which payment shall be based upon the following applicable terms: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment. Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work, and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements, subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd, Tigard, Oregon 97223, a statement of services rendered,indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements. Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects therein. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Time of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is$500.00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment:The Contractor shall notify the City in writing when the Contractor considers the project complete,and the City shall,within 15 days after receiving the written notice,either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor,to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not, within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment, a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 9. Status Of Contractor As Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to this Agreement, Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City,shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore, in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due, or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the frill extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City,or any partnership or corporation in which a City employee has an interest,has or will receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or perfommance of this Agreement,except as specifically declared in writing. C. If this payment is to be charged against Federal funds, Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. D. Contractor and its employees, if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System E. Contractor shall obtain,prior to the execution of any performance under this Agreement,a City of Tigard Business License. The Tigard Business License is based on a calendar year with a December 31st expiration date. New businesses operating in Tigard after June 30th of the current year will pay a pro-rated fee though the end of the calendar year. F. Contractor is not an officer,employee,or agent of the City as those terms are used in ORS 30.265. 10. Subcontracts-Assunent&Dele tion Contractor shall submit a list of Subcontractors for approval by the City,and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them,and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights nor delegate any duties incurred by this contract, or any part hereof without the written consent of City,and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PWR Law specified minimum wage. 11. Contractor- Payment of Benefits -Hours of Work A. The Contractor shall: 1) Make payment promptly,as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 3) Not permit any lien or claim to be filed or prosecuted against the City of Tigard,on account of any labor or material furnished; B. The Contractor or the Contractor's Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries,certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifying that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage, which certificate and statement shall be verified by the oath of the Contractor or the Contractor's Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractor's or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week,including the same and address of each worker,the workers correct classification, rate of pay,daily and weekly number of hours worked,deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shall also be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails, neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week,except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following•. 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday;or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. The Contractor agrees to provide a written schedule to all employees showing the number of hours per day and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday in the fulfillment of this contract except where the Contractor agrees to reimburse the City in the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement. The Contractor shall require every subcontractor to comply with this requirement. G. If Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580,unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2). If the Contractor or any subcontractor fails, neglects, or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board,unless the payment is subject to a good faith dispute as defined in ORS 279C.580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City for the work. Contractor shall include in contracts with subcontractors an interest provision for such payments in compliance with ORS 279C.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580(4). 12. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a The policy or policies of insurance maintained by the Contractor and its subcontractor shall provide at least the following limits and coverages: A. Commercial General Liability Insurance Contractor shall obtain,at contractor's expense,and keep in effect during the term of this contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an "occurrence" form (CG 2010 1185 or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: Coverage Limit General Aggregate $3,000,000 Products-Completed Operations Aggregate $2,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 B. Commercial Automobile Insurance Contractor shall also obtain, at contractor's expense, and keep in effect during the term of the contract, Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles on an"occurrence" form.The Combined Single Limit per occurrence shall not be less than$2,000,000. If Contractor uses a personally-owned vehicle for business use under this contract, the Contractor shall obtain, at Contractor's expense, and keep in effect during the term of the contract, business automobile liability coverage for all owned vehicles on an "occurrence" form. The Combined Single Limit per occurrence shall not be less than$2,000,000. C. Workers' Compensation Insurance The contractor, its Subcontractors, if any, and all employers providing work, labor, or materials under this Contract that are subject employers under the Oregon Workers'Compensation Law shall comply with ORS 656.017, which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not obtain workers' compensation coverage. All non-exempt employers shall provide Employers Liability Insurance with coverage limits of not less than $1,000,000 each accident. D. Additional Insured Provision All policies aforementioned, other than Workers' Compensation and Professional Liability, shall include the City its officers, employees, agents and representatives as additional insureds with respect to this contract. E. Insurance Carrier Rating Coverages provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. All policies of insurance must be written by companies having an A.M. Best rating of"A-VII" or better, or equivalent. The City reserves the right to reject all or any insurance carrier(s) with an unacceptable financial rating. F. Self-Insurance The City understands that some Contractors may self-insure for business risks and the City will consider whether such self-insurance is acceptable if it meets the minimum insurance requirements for the type of coverage required. If the Contractor is self-insured for commercial general liability or automobile liability insurance the Contractor must provide evidence of such self-insurance. The Contractor must provide a Certificate of Insurance showing evidence of the coverage amounts on a form acceptable to the City. The City reserves the right in its sole discretion to detem-line whether self-insurance is adequate. G. Certificates of Insurance As evidence of the insurance coverage required by the contract, the Contractor shall furnish a Certificate of Insurance to the City. No contract shall be effective until the required Certificates of Insurance have been received and approved by the City. The certificate will specify and document all provisions within this contract and include a copy of Additional Insured Endorsement. A renewal certificate will be sent to the below address prior to coverage expiration. H. Independent Contractor Status The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer,employee or agent of the City as those terms are used in ORS 30.265. 1. Primary Coverage Clarification The Parties agree that Contractor's coverage shall be primary to the extent permitted by law. The Parties further agree that other insurance maintained by the City is excess and not contributory insurance with the insurance required in this section. J. Cross-Liability Clause A cross-liability clause or separation of insureds clause will be included in all general liability, professional liability,pollution and errors and omissions policies required by this contract. A certificate in form satisfactory to the City certifying to the issuance of such insurance will be forwarded to: City of Tigard Attn: Contracts and Purchasing Office 13125 SW Hall Blvd. Tigard,Oregon 97223 At the discretion of the City,a copy of each insurance policy,certified as a true copy by an authorized representative of the issuing insurance company may be required to be forwarded to the above address. Such policies or certificates must be delivered prior to commencement of the work. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury,or loss caused by negligence or neglect connected with this contract. drug-testing program is in place by signing of the contact. The drug testing program will apply to all employees and will.be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract. 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation furnishing medical, surgical,and hospital care or other needed care and attention incident to sickness or injury to the Contractor's employees,all sums which the Contractor agreed to pay for such services and all money and sums which the Contractor collected or deducted from employee wages pursuant to any law, contract or agreement for providing or paying for such service as referenced in ORS 279C.530. 14. Early Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the Contract. B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and include the day of termination and shall be in full satisfaction of all claims by Contractor against City under this Agreement. C. Termination under any provision of this paragraph shall not affect any right,obligation,or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City,under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified,changed,or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied,revoked,or not renewed,or 4) If Contractor becomes insolvent,if voluntary or involuntary petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. B. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof,or 2) If Contractor fails to perform any of the other provisions of this Agreement, or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten (10) days or such other period as City may authorize. The rights and remedies of City provided in the above clause related to defaults (including breach of contract) by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph(b),Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred, an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee; provided, that there shall be deducted from such amount the amount of damages,if any, sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law,reasonable and necessary attorney fees,and other costs of litigation at trial and upon appeal. 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit,examination,excerpts,and transcripts. 17. Work is Pry erty of CitX All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. B. To the extent applicable,the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975,and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth herein in full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be,in addition to a reasonable extension,if necessary, of the contract time, a reasonable adjustment in the contract price, if necessary, to compensate the Contractor for all costs and expenses incurred,including overhead and profits,as a result of the delay or additional work. Pursuant to ORS 279C.525(1), the following list identifies Governmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work. FEDERAL AGENCIES ➢ Agriculture • Department of Forest Service • Soil Conservation Service ➢ Defense • Department of Army Corps of Engineers ➢ Energy • Department of Federal Energy Regulatory Commission ➢ Environmental Protection Agency ➢ Department of Health and Human Services ➢ Housing and Urban Development • Department of Solar Energy Conservation Bank ➢ Interior,Department of • Bureau of Sports Fisheries and Wildlife • Bureau of Outdoor Recreation • Bureau of Land Management • Bureau of Mines • Bureau of Indian Affairs • Bureau of Reclamation • Geological Survey • Minerals Management Service ➢ Labor,Department of • Mine Safety and Health Administration • Occupational Safety and Health Administration ➢ Transportation,Department of • Coast Guard • Federal Highway Administration Water Resources Council STATE AGENCIES ➢ Administrative Services,Department of ➢ Agriculture,Department of ➢ Columbia River Gorge Commission ➢ Consumer&Business Services,Department of Oregon Occupational Safety&Health Division ➢ Energy,Department of ➢ Environmental Quality,Department of ➢ Fish and Wildlife,Department of ➢ Forestry,Department of ➢ Geology and Mineral Industries,Department of ➢ Human Resources,Department of ➢ Land Conservation and Development Commission ➢ Parks and Recreation,Department of ➢ Soil and Water Conservation Commission State Engineer State Land Board ➢ Water Resources Board LOCAL AGENCIES ➢ City Council ➢ County Court ➢ County Commissioners,Board of ➢ Port Districts ➢ Metropolitan Services Districts ➢ County Service Districts ➢ Sanitary Districts ➢ Water Districts ➢ Fire Protection Districts 19. Changes City may at any time, and without notice, issue a written Change Order requiring additional work within the general scope of this Contract, or any amendment thereto, or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in writing within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement, no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City,which expressly states that it constitutes a Change Order to this Contract. The issuance of information, advice, approvals, or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract,as changed. 20. Force Majeure Neither City nor Contractor shall be considered in default because of any delays in completion of responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the party so disenabled, including, but not restricted to, an act of God or of a public enemy, volcano, earthquake, fire, flood, epidemic, quarantine, restriction, area-wide strike, freight embargo, unusually severe weather or delay of Subcontractor or suppliers due to such cause; provided that the party so disenabled shall within ten (10) days from the beginning of such delay, notify the other party in writing of the causes of delay and its probable extent. Such notification shall not be the basis for a claim for additional compensation. Each party shall, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and shall, upon cessation of the cause, diligently pursue performance of its obligation under Contract. 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any rights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. Neither acceptance of the work nor payment therefore shall relieve Contractor from liability under warranties contained in or implied by this contract. 23. Attorney's Fees In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Goveming Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions arising under this Agreement must be brought in the appropriate court of the State of Oregon. 25. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor,this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 26. Indemnification Contractor warrants that all its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state and local laws,it being understood that acceptance of a contractor's work by City shall not operate as a waiver or release. Contractor agrees to indemnify and defend the City,its officers, agents and employees and hold them harmless from any and all liability, causes of action, claims,losses, damages, judgments or other costs or expenses including attorney's fees and witness costs and (at both trial and appeal level,whether or not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way arise from, during or in connection with the performance of the work described in this contract, except liability arising out of the negligence of the City and its employees. If any aspect of this indemnity shall be found to be illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this indemnification. 27. Insurance Contractor and its subcontractors shall maintain insurance acceptable to City in full force and effect throughout the term of this contract. Such insurance shall cover risks arising directly or indirectly out of Contractor's activities or work hereunder,including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by City is excess and not contributory insurance with the insurance required hereunder. 28. Method and Place of Giving Notice, Submitting Bills and Making Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF TIGARD RowEq INC. Attn: _Jeff Peck Attn: David Smith Address: 13125 SW Hall Blvd Address: 18240 N Bank Road Tigard,Oregon 97223 Roseburg,Oregon 97470 Phone: (503) 718-2466 Phone: (541)496-3541 Fax: (503) 624-0752 Fax: (541) 496-0803 Email: 'effona rd-or. ov Email: (insert address) and when so addressed,shall be deemed given upon deposit in the United States mail,postage prepaid. In all other instances, notices, bills and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices,bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement. That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material safety data sheets for all hazardous substances brought onto City property,created on City property or delivered to City pursuant to this Agreement. For the purpose of this section, "hazardous substance" means hazardous substance as defined by ORS 453.307(5). Contractor shall complete the State Fire Marshall's hazardous substance survey as required by ORS 453.317 and shall assist City to complete any such survey that it may be required to complete because of substances used in the performance of this Agreement. 30. Hazardous Waste If, as a result of performance of this Agreement, Contractor generates any hazardous wastes, Contractor shall be responsible for disposal of any such hazardous wastes in compliance with all applicable federal and state requirements. Contractors shall provide City with documentation, including all required manifests, demonstrating proper transportation and disposal of any such hazardous wastes. Contractor shall defend, indemnify, and hold harmless City for any disposal or storage of hazardous wastes generated pursuant to this Contract and any releases or discharges of hazardous materials. 31. Severability T In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction, the remainder of this Agreement shall remain in full force and effect and shall in no way be affected or invalidated thereby. 32. Demolition—Salvage and Recycling As required by ORS 279C.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 33. Complete Agreement This Agreement, including the attachments, is intended both as a final expression of the Agreement between the Parties and as a complete and exclusive statement of the terms. No waiver, consent, modification,or change of terms of this Agreement shall bind either party unless in writing and signed by both parties. Such waiver, consent, modification, or change if made, shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor, by the signature of its authorized representative, hereby acknowledges that he/she has read this Agreement, understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. CITY OF TIGARD ROMTE INC. By: me,City Ma r y: Authorized Contractor Representative Date Date i f� �w MA,Vn o� V ' z� ATTACHMENT C CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT-PERFORMANCE BOND Bond Number: SAIFSU0649724 Project Name: SUMMERLAKE PARK RESTROOM FACILITY INTERNATIONAL FIDELITY INSURANCE COMPANY (Surety#1) Bond Amount No. 1: $ $73,029.00**• (Surety#2)* Bond Amount No. 2:* $ *If using multiple sum ies Total Penal Sum of Bond: $ x73,029.00"#* We, ROMTEC INC. as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves, our respective heirs,executors, administrators, successors, and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) SEVENTY THREE THOUSAND TWENTY NINE NO/100'S`*• (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference,whether or not attached to the contract(all hereafter called"Contract");and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surety: NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH that if the Principal herein shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things undertaken by Contractor to be performed under the contract,upon the terms set forth therein, and within the time prescribed therein,or as extended as provided in the Contract, with or without notice to the Sureties, and shall indemnify and save harmless the City of Tigard,its officers,agents,and employees against any direct or indirect damages or claim of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Principal or its subcontractors, and shall in all respects perform said contract according to law, then this obligation is to be void;otherwise,it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules, the provisions of which are incorporated into this bond and made a part hereof. 2311' .tg IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 23RD day of APRIL 201$ PRINCIPAL' ROMTEC INC. Signature l�dG wI A-Y-Mf6d , reo�ry f I'0— Printed Name&Title Atte SURETY: INTERNATIONAL FIDELITY INSURANCE COMPANY (Add signaturrs for each surety if using multple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surety bona) MICHELLE BENCH Name OA i chi fij= Signature ONE NEWARK CENTER,20TH FLOOR Address NEWARK NJ 07102 City State Zip (425)392-8996 (425)392-8997 Phone Fax 24 I' ktgc ATTACHMENT D CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT-PAYMENT BOND Bond Number: SAIFSU0649724 Project Name: SUMMERLAKE PARK RESTROOM FACILITY INTERNATIONAL FIDELITY INSURANCE COMPANY (Surety#1) Bond Amount No. 1: $ $73,029.00*** (Surety#2)* Bond Amount No. 2:* $ *If u ing multole sun ies Total Penal Sum of Bond: $ s73,029.00*** We, ROMTEC INC. as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves, our respective heirs,executors,administrators,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) SEVENTY THREE THOUSAND TWENTY NINE NO/100'S*** (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment bond by reference,whether or not attached to the contract (all hereafter called"Contract';and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and schedule of contract prices which are set forth in the Contract and any attachments, and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract, or constitute authorized extensions of time for performance of the Contract,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly authorized modifications that are made,upon the terms set forth therein, and within the time prescribed therein, or as extended therein as provided in the Contract, with or without notice to the Sureties,and shall indemnify and save harmless the City of Tigard its officers,agents,and employees against any claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly pay all persons supplying labor, materials, or both to the Principal or its subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from the Principal or its subcontractors in connection with the performance of the Contract; and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167, and shall permit no lien nor claim to be filed or prosecuted against the City on account of any labor or materials furnished; and shall do all things required of 25 1 1' agc the Principal by the laws of the State of Oregon, then this obligation shall be void; otherwise,it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules, the provisions of which are incorporated into this bond and made a part hereof. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 23RD day of APRIL 1 2015 PRINCIPAL' ROMTEC INC. By:-zz,-Z�-, 7 X ,�"e'n Signature l - A dC`wl /T� S eo t CCs?tYb tl-c Printed Name&Title Atte SURETY: INTERNATIONAL FIDELITY INSURANCE COMPANY (Add signatures for each surety if using multiple bonds) BY ATTORNEY-IN-FACT: (Poiver-of-Attorney must accompany each surety bond) MICHELLE BENCH Name�Al dh O �� Signature ONE NEWARK CENTER,20TH FLOOR Address NEWARK NJ 07102 City State Zip (425)392-8996 (425)392-8997 Phone Fax 26 11a g c• F Tel.(973)62477200 POWER OF ATTORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY ALLEGHENY CASUALTY COMPANY ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania,having their principal office in the City of Newark,New Jersey,do hereby constitute and appoint ROBIN BAIRD, KEN PRICE, KYLE HUDSON, KEITH YAM, MICHELLE BENCH Springfield, OR. their true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute rule,regulation,contract or otherwise and the execution of such instrument(s) in pursuance of these presents,shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed and may be revoked, pursuant to and by authority of the By-Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted under and by authon't y of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 20th day of July,2010 and by the Board of Directors of ALLEGHENY CASUALTY COMPANY at a meeting duly held on the 15th day of August,2000: "RESOLVED,that (1 the President,Vice President Executive Vice President or Secretary,of the Corporation shall have the power to appoint,and to revoke the appointments of,�ttomeys-i n-Fact or agents with power and authority as defined or limited in their respective powers of aromey,and to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances, contracts of Indemnity and other written obligations in the nature thereof or related thereto; and(2)any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians,agents for acceptance of process,and Attorneys-in-fact with authority to execute waivers and consents on behalf of the Corporation;and J3)the signature of any such Officer Of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given or the execution of any bond,undertaking,recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation,to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 22nd day of July,2014. IT y STATE OF NEW JERSEY County of Essex SEAL r" 1936 1904 E ROBERT W.MINSTER rh Executive Vice President/Chief Operating Officer y (International Fidelity Insurance Company) and President(Allegheny Casualty Company) On this 22nd day of July 2014, before me came the individual who executed the preceding instrument,to me personally known,and, being by me duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,New Jersey the day and year first above written. cp'. Y �tigsioN -OTARY S PUBLIC z A NOTARY PUBLIC OF NEW JERSEY ....... My Commission Expires April 16,2019 OF NEW CERTIFICATION 1,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing GOPY Of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this 0\ day of ZC) MARIA BRANCO,Assistant Secretary ATTACHMENT E CITY OF TIGARD,OREGON SUPPLEMENTARY GENERAL CONDITIONS The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00150.10(a) Order of Precedence - The Engineer will resolve any discrepancies between these documents in the following order of precedence: • Contract Change Orders; • Special Provisions; • Agency-prepared drawings specifically applicable to the Project and bearing the Project title; • Reviewed and accepted, stamped Working Drawings; • Standard Drawings; • Approved Unstamped Working Drawings; • Supplemental Specifications; • Standard Specifications;and • All other contract documents not listed above Notes on drawing shall take precedence over drawing details. Dimensions shown on the drawings,or that can be computed, shall take precedence over scaled dimensions. Section 00150.40(a) Cooperation and Superintendence by the Contractor, General -- Add the words, "within the limitations in Oregon Law regarding public records." to the end of the sentence in bullet item 7. Section 00160.10 Ordering, Producing and Furnishing Materials -- Delete the last two sentences in the opening paragraph. Section 160.10(b) Approval of Quantity of Materials Ordered -- Delete the sentence, "Therefore, the Contractor is cautioned to order or produce Materials only after having received the approval of the Engineer. " Delete the sentence, "Excess Materials, ordered or produced by the Contractor, without approval of the Engineer, may be purchased by the Agency at the sole discretion of the Agency. (see 00195.80)" Section 165.03 Testing by Agency -- Delete the words "its central laboratory, field laboratories, or other" from the first sentence. Section 170.10(d) Agency's Payment of the Contractor's Prompt Payment Obligations -- change the word "ODOT' to"Agency". Section 170.70, Insurance-- Delete entire section. Section 170.72 Indemnity/Hold Harmless -- Delete entire section. Section 170.94 Use of Explosives -- Change the first sentence to read, "The Contractor shall obtain the Engineer's approval and shall comply with all Laws pertaining to the use of explosives." Section 180.20(a) Subcontracting Limitations, General-- Delete the first sentence. 27 1' ac Section 180.22 Payments to Subcontractors and Agents of the Contractor -- Delete the second paragraph. Section 180.31 (b)(1) Reason for Substitution -- Add the following word to the beginning of the first bullet: "In the judgment of the Engineer". Section 180.50(c) Beginning of Contract Time -- change the paragraph to read, "When the Contract Time is stated in Calendar Days, counting of Contract Calendar Days will begin with the first Calendar Day following the date of the Notice to Proceed." Section 195.10 Payment for Changes in Materials Costs,Delete entire section. Section 195.12 Steel Material Price Escalation/De-Escalation Clause -- Delete entire section. Section 195.50(a)(2) Value of Materials on Hand -- Delete paragraph. Section 195.50(b) Retainage: Change the first paragraph to read. "The amount to be retained from progress payments will be 5% of the value of Work accomplished, and will be retained in one of the forms specified in Subsection (c) below. Section 195.60 Advance Allowance for Materials on Hand: Delete entire section. Section 195.80 Allowance for Materials Left on Hand: Delete entire section. Section 199.40 Claims Decision Review, Delete entire section. 28 P >> ATTACHMENT F CITY OF TIGARD,OREGON SPECIAL PROVISIONS The Work to be done under this Contract consists of constructing a pre-designed packaged restroom building shown on plans entitled: • ROMTEC PLAN SET NO 18464—SUMMERLAKE PARK RESTROOM TIGARD,OREGON A plicable Specifications The Specification that is applicable to the Work on this Project is the 2008 edition of the "Oregon Standard Specifications for Construction,Volume 1" and the special provisions included herein. All work shall be in accordance with these specifications except where specifically modified in this document and on the plans. For this project, when the specification says `Agency' it may typically be understood to mean `City' in project-specific cases, but may refer to the Oregon Department of Transportation, especially in cases of standards and testing. All number references in these Special Provisions shall be understood to refer to the sections and subsections of the Standard Specifications and Supplemental Specifications bearing like numbers and to sections and subsections contained in these Special Provisions in their entirety. Specifications not identified by number are considered standard to the contract. Section 00150—Control of Work Comply with Section 00150 of the Standard Specifications or as modified. 00150.15 Construction Stakes,Lines,and Grades: (a) General — The Contractor shall perform no Work until the Engineer establishes field controls. Work performed without field controls will be subject to removal at the Contractor's expense. (b) Agency Responsibilities—Replace Agency responsibilities with the following: • Agency's Contract Engineer will layout and set construction stakes and marks to establish the lines, grades, and slopes for Project Work. • Deduct from payments due to Contractor all costs incurred to replace stakes and marks negligently or intentionally damaged,removed,or destroyed by the Contractor. (c) Contractor Responsibilities—Replace with the following- The ollowingThe Contractor shall: • Inform Agency of staking requirements at least five Calendar Days before the staking needs to begin; • Coordinate construction to provide sufficient area for the Engineer to perform surveying work efficiently as safely; • Accurately measure detailed dimensions, elevations, and Slopes from the Engineer's stakes and marks; • Perform the Work in such a manner as to preserve stakes and marks;and • Set any reference lines for automatic control from the control stakes provided by the Surveyor. 29 1 1' << � • The Contractor shall examine the stakes before commencing work. Where the validity of a stake(s) is questioned,promptly notify the Engineer to check such stake(s) before proceeding. 00150.50 Cooperation with Utilities -Add the following: (0 Utility Information: The locations of facilities shown on the plans were derived from the best information available. It shall be the responsibility of the Contractor to verify the existence and exact locations of underground facilities prior to construction. Any existing facilities damaged by the Contractor's operations shall be restored or replaced to an equal or better condition (in the judgment of the engineer) at the expense of the Contractor. For utility locate markings, the Contractor shall notify Utility Notification Center at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or any other work close to any underground pipeline, conduit, duct, wire or other structures. The Contractor shall be solely responsible for maintaining utility locate markings until project construction is complete. The Contractor shall also notify all utilities that may be affected by the construction operation at least 48 hours in advance that their services will be affected by the work and make reasonable accommodations (in the judgment of the engineer) for the operation of these utilities. The following information is included for the Contractor's convenience: Utility Notification Center 503-246-6699 or 800-332-2344 Utility Agency Contact Phone Water City of Tigard Aaron Beattie 503-718-2596 24-hour 503-639-1554 Sanitary Sewer City of Tigard Rob Block 503-718-2607 Storm Sewer City of Tigard Rob Block 503-718-2607 Power PGE 24-hour 503-464-7777 Damage& Repair 503-736-5662 Tiffany Ritchey 503-764-6935 Carl Krutka 503-849-6746 Cable Comcast Ken Parris 503-372-1384 Margaret Porter 503-372-1383 Damage& Repair 503-617-1212 Telephone Frontier 24-hour 1-877-462-8188 Robert Plant 503-644-7153 Telecom Time Warner David Miner 503-416-1522 Mark Gubrud 503-701-9167 Integra Telecom Robert Davidson 503-453-8247 Verizon Business Brad Landis 425-201-0901 Gas NW Natural Bob Keller 503-816-0299 Damage&Repair 503-226-4211 30 Section 00150.55 - Cooperation with other Contractors —The City is completing this project in two phases. This contract is for the "Restroom Building" work and is considered Phase 2. Phase 1, Site utility improvements, are estimated to run from April 1,2015 to June 15,2015. The following contract work, Phase 2,will be ongoing within the Project site during the following times: Contract Name (Contractor's Name) Estimated Times Phase 1 —Site Utilities (To Be Determined) (April 1,2015—June 15, 2015) Contractor shall understand that work under this contract (Phase 2) "Restroom Building" will be completed before the work in Phase 1 is completed as that contract will require final tie in work. As such, Contractor will be responsible to cooperate and coordinate with the Phase 1 contractor for any overlapping work. The City will provide the Contractor with notice of the chosen contractor for Phase 1. Phase 2 contractor will be responsible for maintaining Erosion Control measures established by Phase 1 contractor during the duration of Building work. Section 00170—Legal Relations and Responsibilities Comply with Section 00170 of the Standard Specifications or as modified. 00170.03 Furnishing Right of Way and Permits—Add the following: The Agency shall be responsible for obtaining the following permits: 1. Applicable Building Permits 2. Contract Fee payment to BOLI. Contractor shall sign and provide CCB # for applicable building permits prior to issuance of permits. 00170.80(a) Responsibility for Damage in General—Add the following- The ollowingThe Contractor shall perform Work, and furnish Materials and Equipment for incorporation into the Work, at the Contractors own risk,until the entire Project has been completed and accepted by the City. The Contractor shall provide adequate protection for property, trees, landscaping, and other items adjacent to the work area. Existing trees, property, shrubs, plants, or other items that are not to be removed but are injured or damaged by reason of the Contractor's operations shall be replaced in kind at the Contractor's expense. Contractor shall repair all damages to Work performed, Materials supplied, and Equipment incorporated into the Work, except as otherwise provided in this Section. Section 00180 -Prosecution and Progress 00180.41 Project Work Schedules — After the paragraph that begins "Contractor's activity..." add the following paragraphs: The contractor shall submit a Work schedule that includes a bar chart including the following: • A description of work in common terminology 31 1 1' .i c • The quantity of Work,where appropriate, in common units of measure; • The activity duration in normal workdays; and • Scheduled start, completion,and time frame shown graphically using a time-scaled bar chart. Contractor to revise the Project Work schedule as work progresses on a bi-weekly basis. 00180.50 Contract Time—Add the following: Work to be done under this project must be completed within 30 calendar days of issuance of the Notice to Proceed. 00180.85 Failure to Complete on Time; Liquidated Damages— Add the following sentence to the end of subsection (b): The liquidated damages for failure to obtain substantial completion on time as required by 00180.50 (h) is $500 per calendar day. Mobilization This scope of work consists of operations and preparatory work necessary to become ready to perform the work or an item of work. Mobilization includes, but is not limited to, the following: • Mover personnel,equipment, supplies, and incidentals to the Project site. • Establish offices, buildings, and other facilities necessary for work on the Project. • Perform other work and operations or inclur costs as necessary before beginning work on the Project. The City of Tigard has purchased a pre-designed Romtec Restroom package. It is currently located at the Tigard Public Works Yard, 12800 SW Ash Ave,Tigard,OR 97223. Contractor is responsible to move the restroom package from the Public Works Yard to the project site. City will load the package onto contractor's vehicle. Delivery of the building requires use of a semi-truck and trailer. Contractor is responsible for off-loading the package at the site. Contractor to provide a forklift with minimum 8,000 lb. capacity and minimum 6 ft. fork extensions to unload materials at the project site. Payment — Payment for mobilization will be made at the Contract lump sum amount for the item "Mobilization". The amounts paid for mobilization in the Contract progress payment will be based on the percentage of the Original Contract amount that is earned from other Contract items. • When 5% is earned, either 50% of the amount for mobilization or 5% of the original Contract amount,whichever is the least. • When 10%is earned,either 100% of mobilization or 10%of the original Contract amount. Accommodations for Public Traffic This scope of work consists of maintaining facilities to accommodate public traffic the and within the Project for the life of the Contract. Public traffic includes motor vehicles, bicycles, and pedestrians. The 32 1' Restroom Building will be located in Summer Lake Park near a pedestrian pathway. Pedestrian activity is anticipated within the work area. Follow the requirements listed below. • No material or equipment shall be stored where it could interfere with the free and safe passage of public traffic (including drivers,pedestrians, cyclists, and all others). • Convenient access to driveways, houses, and buildings shall be maintained. Access to private properties must be kept open. • Trench excavation and backfill shall be conducted in a manner as to provide a reasonably smooth and even surface satisfactory (in the judgment of the engineer) for use by public traffic at all times. • Pedestrians and all others shall be protected from moving equipment, open trenches, falling objects, and all other hazards associated with construction. • Streets shall not be closed during construction. • Do not place work zone signs or supports that will block existing walkways. • The engineer and/or inspector may order immediate stoppage of work and restoration of normal traffic patterns at any time if, in their judgment, such action is necessary to reduce excessive delays and/or protect public safety. • The Contractor shall notify the applicable following agencies and organizations a least five (5) working days in advance that their services will be affected by the work,including lane/road closures or other restrictions which could cause delay to emergency, delivery or transit vehicles. The information below is provided for the contractor's convenience; it is the contractor's responsibility to make sure each entity is properly notified. Emergency Services 911 City of Tigard Police Department(Non-Emergency) 503-629-0111 Tualatin Valley Fire&Rescue (Station 51) Qohn Wolff) 503-612-7000 United States Post Office (Non-Emergency Services) 503-968-0753 or 503-968-2991 United States Post Office (Emergency Services) 866-261-6412 Tigard-Tualatin School District Qean Devenport) 503-431-4046 First Student Qoanne Kirkbride) 503-431-2345 Tri-Met—Road Operations 503-962-8117 Pride Disposal (Lottie Schmidt) 503-625-6177 Ext 129 Work Zone Traffic Control This work consists of providing temporary traffic control measures (TCN and furnishing, installing, moving, operating, maintaining, inspecting, and removing traffic control devices (TCD) throughout the Project area according to these specifications or as directed. Install 4' tall orange construction fencing across pathway as necessary to prevent pedestrian traffic from entering the work area when construction activities impact pedestrian traffic Install Type II temporary barricades at each end of the pathway indicating"Construction Ahead". • Orange Construction Fencing supported by metal posts—Quantity (50 LF) • Temporary Barricades,Type 1I—Quantity (2) 33 � I� : c Noise Control - Comply with ORS 467, OAR 340-035, all other applicable Laws, and the following construction noise abatement measures: • The Contractor's attention is directed to City of Tigard Municipal Code No. 6.02.430 and 6.02.440 which describes noise control regulations. Comply with the applicable noise control requirements of the ordinance for project work. Hours of work shall be from 7:00 a.m. to 7:00 p.m. Monday through Friday. SPECIFICATIONS—PRE-ENGINEERED RESTROOM BUILDING PART 1: GENERAL 1.1 SUMMARY A. The work shall include furnishing the sealed architectural, structural, mechanical, and electrical building components as a complete, pre-designed packaged restroom building as shown on the drawings and as specified herein. The basis of design is the Romtec, Inc. 2022- Sierra II Compact Double Restroom. 1.2 SCOPE A. Packaged restroom building and all associated design and engineering, with all listed components supplied by Romtec, Inc., hereafter designated as the building supplier. B. The contractor is responsible for the building installation. Work will generally include: site preparation, excavation for structures, backfill and/or structural backfill, foundation and pad construction, and building construction. C. The building and its concrete footings, foundation, and slab are engineered by the building supplier to meet site specific conditions including wind and snow loading, local frost depth, and ground conditions. D. Footings are to be dug by the contractor and poured on site to meet local code for permanent structures. A prefabricated, modular mat placed on compacted base is not an accepted equal to a site specific, site poured,engineered foundation. E. Building is to be designed and constructed on site to meet local codes and approvals for permanent structures. F. The reviewing authority reserves the right to review or reject all submittal at their sole discretion. G. All work and materials shall comply with the latest industry building codes and regulations for the state of Oregon. H. Americans with Disabilities Act Accessibility Guidelines (ADAAG)will be followed in construction. 1. The specific supplier is indicated for each item. Building supplier, contractor, and city supplied components are listed as such. Products not listed as building supplier or city supplied, are to be supplied by contractor. 34 I' :i c 1.3 WARRANTY A. The building and all its associated components shall be warranted against defects in materials and workmanship for a period of not less than one (1) year from date of final acceptance. PART 2: PRODUCTS 2.1 BUILDING DESCRIPTION A. Refer to plans for quantities, dimensions, locations, and installation methods for the materials and items described in this section. The building supplier reserves the right to make substitutions of equivalent materials and items without notice. B. Building dimensions shall match what is indicated on drawings. 2.2 CAST-IN-PLACE CONCRETE A. All equipment, labor, trades and materials shall be supplied by building installer. 1. Includes all materials and labor for foundations/footings,interior slabs, exterior/entry slabs, and sidewalks. B. Engineered fill shall be 3/4"minus crushed aggregate around footings, foundations, and slabs as required. C. Slab vapor barrier shall be 6-mil continuous plastic under the concrete slab. D. The foundation shall be installed as designed with all cast in-place concrete poured to dimensions specified in final plans. 1. Footings will be built to 24" depth or local frost depth,whichever is deeper. 2. N inimum compressive strength of 3000 psi at 28 days, 4+/_ 1" slump,with max 3/4" aggregate, cured in accordance with ACI 308. 3. Slabs shall have a fine broom finish with joints required in flat work as shown on plans. 4. Steel rebar shall be installed as specified in final plans. E. Concrete slab sealer shall be a water-based transparent curing, sealing and dust proofing compound with two (2) coats to be applied per manufacturer's instructions. F. Refer to drawings for entry slabs. 1. Minimum concrete compressive strength of 3000 psi at 28 days 2.3 WALLS A. Concrete masonry Units (CMU) shall be supplied by City. 1. Walls shall be constructed of 87W x 16"L x 8"H mortar joint concrete masonry units (concrete blocks) 2. Blocks shall be manufactured to ASTNI C90 designation for load bearing concrete masonry units. 3. Blocks have smooth face exterior and interior surface. B. Interior wall finish shall be latex epoxy paint supplied and applied by Contractor. 35 1 Page 1. Latex epoxy paint shall be low VOC and anti-microbial with premium performance in washability and stain resistance. Prime the block surface with one coat of concrete & masonry primer. Then apply two coats of interior latex epoxy paint. 2. Paint shall be Sherwin Williams Emerald Interior Latex or approved equal. Color to be chosen by owner. C. Masonry (concrete) grout shall be supplied by contractor. 1. Grout shall have a minimum compressive strength of 2500 psi at 28 days, 9+/- 1" slump, with max '/z" aggregate. 2. Fine or coarse grout may be used in accordance with 2009 UBC. 3. All CMU must be fully grouted and may not be wetted. 4. Hydratite® Plus shall be mixed with grout,in a continuous bed for the first course of blocks for a watertight seal at the base of the walls. D. Rebar in walls shall be supplied by contractor. 1. All walls have #4 and #5 rebar, see plans for spacing. 2. All rebar used in building must meet ASTM A615 manufacturing standards and is to be placed per plans. E. Wire weave gable vents shall be supplied by city. 1. Wire weave mesh shall be cold rolled plain steel, with 1 in. square openings, and 0.135 wire diameter. Steel finish shall be powder coated finish color RAL 6025. F. Fiber cement lap siding packages shall be supplied by city. 1. Siding shall be installed per the details in the building supplier plans with pressure treated furring strips anchored to the CMU walls. G. Door system components shall be supplied by city. 1. Door shall be Steelcraft® SL-20 Series Flush door with honeycomb core, 20-guage galvannealed A-60 steel, and powder coated finish color RAL 6025. 2. Door frame shall be pre-welded Steelcraft® 3-Sided flush frame, 16-guage galvannealed A-60 steel, and powder coated finish color RAL 6025. 3. Masonry door clips (3/16" dia.) for door fame shall be fitted between the doorframe and concrete blocks to bond frame to wall. Door clips allow full internal grouting of the frame during installation. 4. Door hinges shall be ANSI A5112 with non-removable pin and two ball bearings. 5. Door closer shall have an adjustable latching and sweep speed valve, double heat treated steel tempered springs, and a triple heat treated steel spindle. 6. Door locks shall be ADA compliant,cylinder deadbolt with stainless steel pull plate and handle. 7. Electronic door lock package for the restroom doors shall be controlled by Intermatic T101 timer. 8. Kick plate shall be 34"x10"with stainless steel finish,preinstalled on door. 2.4 ROOFING A. Roof shall be supplied by city except where noted. B. Tongue &groove decking shall be 2x6 NI-edge deck boards, select deck Douglas fir. 36 1 P ;i _ c C. Glulam beams shall be 24F-N'4 and architectural grade. D. Clear coat water seal for decking and beams shall be supplied by Contractor. 1. Apply by brush, roller,cloth or sprayer. 2. Two coats of sealant shall be applied. 3. Allow at least 24 hours for each coat to dry. E. Roofing-metal shall be Fabral Horizon 16, 26-gauge metal roofing,with 16 in. coverage width. 1. Roofing package shall include inside and outside foam closures, matching trim (eaves,gables and ridge) and fasteners, sheet metal flashing (all sides),and 30# felt (under metal). 2. Color shall be Charcoal Gray#851. F. Sheathing shall be 7/16" OSB over the decking. 2.5 PLUMBING A. Plumbing rough-in,installation and trim shall be supplied by Contractor. 1. All underground water service and sewer drain(s) from building to be as specified in final site plan. 2. All floor drains shall be as shown on final building plans. 3. Building water shutoff valve, drain, and all rough piping shall be as shown on building plans. Final location to be set onsite. 4. Minimum water pressure at toilet and urinal flush valves shall be 50 psi. with minimum pipe sizing as per 2009 Uniform Plumbing Code Section 610. 5. Install the supplied fixtures and all other plumbing supplies as specified in final plans. B. Floor drain shall be supplied by Contractor. C. Water line drain valve shall be supplied by Contractor. D. Connection to existing utilities include: • Connecting to an existing 4" sanitary sewer pipe,provided by Phase 1 Contractor • Connecting to existing 1-1/2" PVC Schedule 40 potable water pipe provided by Phase 1 Contractor E. Work to be performed by a licensed plumber in the State of Oregon. 2.6 RESTROOM FIXTURES A. Restroom fixtures shall be supplied by city. B. Toilets hall be stainless steel,wall mounted Nletcraft 4225 top supply. 1. Flush valve shall be a chrome manual lever with ADA Compliant Metal Oscillating Non-Hold- Open Handle with Triple Seal Handle Packing. C. Lavatory shall be stainless steel,wall mounted Metcraft 5683. 1. Faucet shall have a metering adjustable cycle time closure cartridge, durable brass construction, and rated operating pressure of 20-125 psi. D. Grab bars shall be Brey-Krause Mfg. Co. D-Series 37 1' E. Seat covers dispensers shall be 22 gauge stainless steel with exposed surfaces in architectural satin finish,welded construction with burr-free edges, full length piano hinge and tumbler lock. F. Drinking fountains shall be wall mounted, stainless steel,no lead, Elkay model EDFP214C. 2.7 ELECTRICAL A. Electrical rough-in,installation and trim shall be supplied by contractor. 1. All underground and/or overhead service shall be as specified in the final site plan. 2. Electrical meter base and all rough wiring, switches,plugs and circuit breakers shall be shown on final plans. The building supplier does not supply the meter base and meter. The meter will be installed in the park and conduit will be provided to the building by the Phase 1 Contractor. (See attached Utility Plan from Phase 1 Improvements.) 3. Contractor is responsible for all necessary wire,connectors,grounding, conduit etc. to install the components and meet national and local code. The installation of these components shall comply with all state and/or local codes. B. Light fixtures shall be supplied by city. 1. Wall mounted light fixtures shall be Lumark XTORlA 1OW, 120V,low profile LED. 2. Interior lights shall be controlled by Intermatic T101 timer. 3. Exterior lights shall be controlled by photocell. C. Hand dryers shall be supplied by City. 1. Hand dryers shall be Bradley model 2902-2800000 cast iron white porcelain. D. Wall heaters shall be supplied by city. 1. Wall heaters shall be the King LPW1227T. E. Main breaker panel shall be supplied by city. 1. Breaker Panel shall be 100 Amp, single-phase and rain-tight. Note: This panel has been sized to accept only the loads of the building supplier electrical fixture package. The building supplier has the right to modify the main breaker panel to be most efficient based on changes. F. Connection to existing utilities includes: • Connecting to existing underground electrical service and providing services for the building. • Pulling wiring from meter service to the building,approximately 280 lineal feet. 2.8 OTHER MATERIALS&EQUIPMENT A. The contractor is responsible for supply and installation of all other items indicated on final plans or required by building codes,which are not supplied by the city. B. If applicable to the project, the following materials and equipment are supplied by the contractor. 1. Relocation or installation of existing utilities. 2. Plumbing fixtures or equipment not included in the materials specification. 3. Wall carriers for wall mount toilets. 4. Electrical fixtures or equipment not included in the materials specification. 38 5. This also includes an items not listed above or in the plans, which are not listed as supplied by building supplier or city. PART 3: EXECUTION 3.1 SPECIAL INSPECTION A. If required, special inspection shall be city supplied. 3.2 DELIVERY,STORAGE,AND HANDLING A. Packing,Shipping, Handling, and Unloading 1. Before the packaged restroom building arrives on-site, an attached parts list will be sent to the contractor. 2. These lists need to be given to the personnel receiving and offloading the building kits prior to delivery so that an inventory of materials can be performed. B. Acceptance at Site 1. If there are any missing of deficient materials, notification must be given directly to the city within five (5) business days of delivery. 2. Without notification within the five (5) day period, the city will assume that the order was complete and in good order. 3. Contractor takes full responsibility for any missing or deficient materials from that point forward. C. Storage and Protection 1. The materials will be packaged for protection during shipment. 2. If construction will not commence immediately after Notice to Proceed, the contractor will be responsible for conducting an inventory of material within the five (5) day period as described above. 3. Contractor will assume responsibility for adequate protection of materials from weather, damage,and pilferage or all warranties, expressed or implied may be voided. 3.3 INSTALLATION A. All components to be installed according to the plan sets/and or manufacturer's instructions. 3.4 OPERATION &MAINTENANCE MANUALS A. Upon installation, do not throw away the Operations & Maintenance manuals that are provided by some manufacturers in their packaging. Requests for additional copies from the building supplier will result in subsequent charges. 39 1' ,� ATTACHMENT G OREGON BOLI-PREVAILING WAGE RATES May be downloaded from htW://www.oregon.gay/boli/WHD/­­PWR/Pages4-1anuagy 2015 Index.asJ2 401 Page ATTACHMENT H ROMTEC BUILDING PLANS ATTACHMENT I ROMTEC DATA SHEETS ROMTEC 7. ^PRODUCT DATA:S H1515TS This section is structured as follows: 7.01 PRODUCT DATA SHEETS 7.02 FRAME 7.03 ROOFING, VENTS, & WINDOWS 7.04 EXTERIOR 7.05 PLUMBING AND PARTITIONS 7.06 ELECTRICAL COMPONENTS 7.07 ACCESSORIES ROW TEC 7.01 PRODUCT DATA SHEETS Product Data Sheet Section This section corresponds with the plan set, describing each component supplied by Romtec in the building kit. The data sheets may be submitted for approval by the reviewing authority (if applicable) and for use in construction of the building. Doc Rev: 11-4-13 ROMTEC 7.02 FRAME Data sheets to follow. MORTAR J01NT '� ,i n, � 5 ..$ Smooth Face Block Color: Gray National Concrete Masonry Association an intfomrttion series from the national aulhority on concrete nlasonn' technology TYPICAL SIZES AND SHAPES OF TEK 24A CONCRETE MASONRY UNITS Unit Properties (2002) atrl»tecluril units, bond beams, concrete tri 1 C'at.t;ti brick. dimensions, equivalent thickness, lintels, screen block.sizes atxi shapes Typically,concrete masonry units have nominal face dimensions of 8 in. (203 nun) by 16 in. (406 nuu), available in nominal thicknesses of 4 .G,8. 10,and 12 in. IN'I 14t)t►t_c I MIN (102, 152. 203, 254, and 305 nun). Nominal dimensions refer to the module size for planning bond patterns and Concrete ntasomy is one of the most versatile building modular layout with respect to door and window open- products available because or the wide variety of appeartnttces Ings. Actual dimensions of concrete masonry units are that can be achieved using conci+ete masomy units. Concrete typically 31s in.(9.5 nun)less than nominal dimensions.so mason' units am in<inuficturrd in diffctent sizes, shalm, that tax;4 or 8 in. (102 or 203 nuu)module is maintained colas, aril textures to achieve a number of finishes and with 3A in. (9.5 rein) mortar joints. Figure 1 illustrates functions.In addition.because of its modular nature,different nominal and actual dimensions for a nominal 8 x 8 x 16 concave tmsomy units cart be combined wilhin Ilic same wall in. (203 x 203 x 406 nuu) concrete masonry unit In to achieve vatiadous in texture,p ahem toil color. addition to these standard sizes,otherunit heights,lengths, Cerlain carciete tuasomy sizes and shapes are considered area thicknesses may be available from local concrete statxlard.wluileothers:treeropulitronlyinceti,ttitegiorrs.Local masouq producers. nranutfactuuers can provide detailed information on specific Slondard .Specificalion for Load!Bearing Concrete products,or the feasibility of producing custom units.A more ,Mason y Units,ASTM C 90(ref.5)is the most frequently complete guide to concrete narsomy units is the Mapes nod referenced standard forconcrete masonry units. ASTM C Sizes Diredwy(mf. 2). 90 includes minimum face sliell and web thicknesses for R"(203 mut) r (ZQ 3�jj jor�Nominal Unit Dimensions Stretcher unit Single corner unit Concrete brick 71s"(194 nuu) a i �i,ti X39 (Iyq SS Double corner or Aclual Unit Dimensions Corner mum unit plain etxl unit Figure 1—Nontinal and Aclual Unit Dintensious Figure 2—Typical Concrete Masonry Mills I I ;. 1:,2002NatiamtConcrOeMomirvAmociotion the different sizes of corcrete niasoruy units as listed in Table 1.Overall unit dimensions(height,width,or length)any I + permitted to vaty by ti/s !n. (3.2 tlttit) frutu [lie dimensions specified by [lie uuuuth"lier. Men: requited. units may be Concrete masonty unit shales havc been developed forts inanufacluredtocloser tolerances UumthosepermittedinASTM %vide variety of applications. The nwsi cawnon shapes are C9 0.ASTM C90alsodefinestltediffetencebelireenhollowand shown in Figuic 2. Typically, lite face shells and webs tine solid concrete niasoitty units.'Me net c►oss-sectional atra of a tapered on concle(e ivasow)' units. Dependhig on lite core solid unit is at least 75%of lite gross cross-sectional area. ntolds used indicitiuntfactllleofthelaitits,facesliellsalulwebs ht,addition to the"swulard"sizes listed above, concrete nuty be to pared with it flare at one end,or nun'have a straight brick is available in typical lengths of 8 and 16 in.(203 slid 406 taperfmin top lobotlont.The laperprovides a widcrsurracc for hint),nontiiwI 4 in-(102 twn)widlh_and a wide rainbeofheights. molar atxi easier handling for(lie jirkson. Tlley inky be 100°/a solid,or nmy 1>we two or three cores.Like The slltlpes illustrated in Fibntre 3 have been developed ASTM C 90, Sfaurktr(l SpcifLYW4i jor Coucrele 1111ildilg specifrcadlytoalC00nnmodateteintfotcentem.Opeat-rntkdnuitti Brick.ASTM C 55(ref. !). pcna»ls ovctaall unit dinncnsio►s to allow(lie units to be threaded arotuxi relliforcing bars. This vary DA in. (3.2 nun) front lite dimensions specified by lite elinti»ates lite meed to lilt units over the top of lie reinforcing manufacturer. Nontitatl dinensions of modular concrete brick bar,or to dmid the reinfoicenient through the nLlsonty cotes equal lite actual dintelsiolts plus 3/e in.(9.5 nun),cite thickness of one sla idard niortar joint. However,nontival dimensions of nonntodular sized contctele brick usually exceed lite standard dintetsiots by A to t/,int.(3.2 to 6.4 nun). Table I----Miuinultu Tlticlrncss of Gare Shells i and Webs(rcf.5) / Olsen Ciel,or Double open end unit Web thickness "A" shaped unit Equivalent face shell well Ihiclatess, Nontuaal width thickness'. Webs`, r0linear fool°•` of unit in. mat) ill. (ansa) in. (nun) (malls Lintel mitt 3 (76)and 4(102) 3/1(19) 3h(19) 1%(136) J 6(152) 1 (25? ) (25) 2i/+(188) �l 8(203) 1i/t(32)'n 1 (25) 21h(188) 10(25.4) 13/s(35)4 Ws(29) 21/2(209) 12(305) 1 nh(38) 1%(29) Ph(209) �' M r ih(32)'k° 'Average of nieasuretnents nn 3 units taken at the thinnest point when measured as described in ASTM C 140(ref.3).When this standard is used for split face units.a mnxinuuu of 10°x:of a split'' lace shell art-a is perinincd to have thicknesses lis than those ~ %! shown,but not less than 1,4 in.(19.1 min).When the units are solid y grouted,the 10%limit does not apply. ! "Average of measurements on 3 units taken aT the lhimicst point Bond bcani units Pilaster units %%bell measured as described in ASTM C 140. The minimum web Figure 3—Slopes to Accommodate Rehiforccnrent i thickness I'or units with webs closer than I in.(25.4 oun)apart slltill be?.in.(19.1 nun), after file wall is constntcled.Bond beams in concrete masons' I CSunu of the measured thickness of all%yobs in the unit,nwhiplicd lust}s can be acconunodnted either by Sala'cutting out of e by 12 and divided by the length of the unit. Equivalent web standard unit,orby usuagbond beaus suits. Bond beantunils j lhiekti ss docs not apply to the portion of file unit to be filled with arecithcrnnatutfachtred with reduced websorwith"knock-out" grout.The length orthat portion shall be deducted from lite overall ivcbs, which are renmed prior to platcemeul bi file wall. length of the unit for lite calculation. Horizontal bond beam neinfoiceincnt is easily aceonunotlated 'For solid grouted masonry construction, Minimus lace shell in these units. Lintel unity are similar to the U sluiped bond thickness not less than N in.(16 mni). beans units.Lintel units are available in variousdeptlis to carry I*This face she-11 thickness is applicable wltere allowable design appropriate lintel loads over door and window openings.The load is reduced in proportion to The reduction in Thickness I tom solid bottom confutes gioul to tine lintel.Pilaster and column basic Bice shell thicknesses shown.except Ihnt allowable design runts ate used to Casily.accomnlodale a wall-cohtmn Or wall- loads on solid grouted units shall not be reduced. pilaster interfice,allowing space for Vertical reinforcement ill the hollow center. Figure 4 shows unfits developed for specific wall applica- ,•��� lions. Sash block hive a vertical groove tuolded into one enol to acconinlodalc a%vindmv sash.Sash block can be laid with the grooves adjacent to one another to accommodate a preformed E control joint gasket.Continl•joint uuitsare nmanufactuml with vire mile andone female end to provide lateral load tiansfer across control joints.An all-pu a•posc or lceifiiidt contahis two Sash unit All purpose or kerf unit closely spaced webs in On center,satlier than the typical single bleb. This allows file unit to be easily split on the jobsite, producing two 8 in. (203 nut)long units,which are typically used ad jaccut to openings oral flit ends orconrerof a wall.Bioll- �; nosed nntitsamavailablewitheitherasirngleordoublebid[nose. to soften corners. Soren units are available bi tunny sizes anti %•�.���;,.-% palicnis. Typical appliuitions include exterior fences, interior partitions, and openings witidn interior concrete masomy ivalls.lkwelled-end:wits,forniin a 45°angle with(lie face of (f the unit,are used to form walls intersecting tit 13Y angles.Units iia adjaceru courses overlap to form n running bons)Iml leni at tile corner. Conah'ol joint mail Bull-nosed uni( A variety of concrete masonry units arc designed to in- crease energy efficiency.These unils,examples of which arc shown in Figure S,nuty have reduces[web aruns to reduce heat loss through l he webs.Web arctas caubc mduced by reducing the {{ll web height cr tlucluiess,reducing(lie number of►webs.orbo(). In addiliou(lie interiorface shell of(he unit can be nhide(bicker tliiinatypicalfiiceslieliforiucicasedilaernmalslorige,andlience fiullierincrcaseenerg�efficiency.lnsulatinginseriscanalsobe ;r) incorponaled into slan laid concrete niasomy uilils to increase enegn,efficiency. Acoustical units(Figwc 6)danmpcn sound,thus inmpnw- itmg tlic uoiscacditctioiialtiibutcs of aninteriorspace.Acoustical units are often used in schools,iudus(rial plants,and clinches, Bevelled unit Screen unils and to improve internal acoustics. Fignre4--Special Shapes 'tit.r j'r`°WIM The fiidslned appea i:tnce of a concnele naasosuy wall can be < varied with tlae size of units,shape of units,color of units and mortar,borrcipiatteni,and surfacefuushofHie units.Tile various shales and sizes of concrete niasoun•units described above are often mailable in a choice of surface finishes. Some of[lie ` sulfates sic ntolsted into tine units during the nua nufacturbig press,whale others are applied separately. oc Figure 7 shows source of the more common su rface temums i % available.Ribs,flutes,striations,offse(s,and scores aro accoar- plishcd by using a ural mold with lk desired characterislics. Figure 5—Exampics of Concrete Alasonry Units Split-faced units are molded with lino units face-to-face and Designed Fon'Enerr•Efficiency then time units are mechanically split apaml. Glazod units are mmaullmured by bonding a pci-ruanent colored facing to a concrete ivasonny unit,providing a smooth �;L'�.• impervious surface. Glazed units aro o[len used for biighth- > . colored accent bands, and in gvuanasiams, rest rooms, and t. , .`., lit ' indoor siviuming pools where tine stain and inoislum u�sistant ar f t `'� finish redt ccs nmintcnancc.Glued units comply(o.Srandn►rl 'i ll f Sjecificat&fu fiH Pre jaccul Concrete and Calcium ,Silicate ,ilasourl)Units, ASTM C 744(jef.6). I / Ground-face units arc giound to achieve n smooth finish which reveals the natural colors of Ilse aggregates. Often. Figni-e G--Examples of Acoustical specific aggregates will be used to enhance the appearance. Concrete Masonry Units For more infornialion on surface finishes,see TEK 2-3A Archltectreal Conci-ete,%lasomy Units(ref. 1), It1:t t;ttF Nt"t", 1. Ar•chilechwa! C'oncrele A/a- r4 soni:v Units, TEK 2-3A. Na- (z ti ; tional Concrete Masomy Asso- ,, Bratton. 2001. 2. . iopesand,SizesMirclwy,No- z ciatiort 1995. tion•t!Concrete M ` A . 3. S)curdard Alel/rncls of Sirnpli►rk and l esling C'unc!'ele,I laspin7' Units and Relaled Unils,ASTM 1 f t: ►;� C 140-0 lit".American Society for Testing awl Materials,2001. �4 4. &wndarYl SpeciJicalinJr firr C'on- jr4 F a c►�le fluildinq !3►ick, ASTM C ` 55-01a, American Societe for Testing and Materials, 2001. Fir 5, SYandnrd.5jreciJicalionfn►Load- r Beat i►►g C'oncrele ,Vasonry t Units.ASTM C 90-0 l a.Anted- can med-can Society forTesting and Ma- - x terials. 2001. ^S + G. Pit, aced Concrete and Cnlchint Figtire 7—Examples of surface Finishes Available Pot-Concrete Masonry Unita Silicale.lfasonrp Units•,ASTM (clockwise front bottom left:split fitce wish Three scores;single scope ground face; C 744-99.American Society for lazed corner unit round face round f.•tce: single score glized;split face;groutKI Testing incl Materials, 1999, face;split face;center.eight-ribbed split face) i Provided by: Ofselararrt illthough care has been taken to ensure the enclosed infoi-mation in as accurate and conrolete an possible, WMA does not assure _•esponsibility for errors or omissions resulr.ing from the use of this TEK. NATIONAL CONCRETE MASONRY ASSOCIATION To order a complete TEK Manual or TEK Index, 13750 Sunrise Vallee Drive,Herndon, Virginin 20171 contact NCMA Pablicalions(703)713-1900 www.ncina.org 7ww gvAm7s. TECHNICAL DATA SHEET HYDRATITE PLUS Water Repellent and Shrinkage Control Mortar Admixture DESCRIPTION MIXING PROPORTIONS HYDRATITE PLUS is a combination of complex HYDRATITE PLUS should be mixed with the dry organic and inorganic polymers on a siliceous base Portland cement before the addition of water. Add to which, when added to mortar, minimizes shrinkage, the dry mix 1.0 pound of HYDRATITE PLUS for each controls efflorescence, increases the plasticity of the 94 pound bag of cement. Add an additional 1.0 pound mortar mix and imparts water repellency properties to of HYDRATITE PLUS for each bag of lime used. the cured mortar. Its chemical action retains mixing water in mortar long enough for proper hydration PACKAGING without shrinkage. PTBox I USE STORAGE HYDRATITE PLUS is added to mortar used on all 40 TO 90°F. Protect from moisture. types of masonry units to prevent premature loss of mixing water, increase workability and to allow mortar SHELF LIFE to develop water repellent properties. Shrinkage is 2 years in original sealed containers, in protected controlled. Mortar joints are tight. storage. The passage of water through masonry units CAUTIONS dissolves salts of sodium, calcium and potassium, Do not use below 40°F or above 95°F. Follow carrying these salts to the surface of the unit. The practices recommended by ACI guidelines. Do not salts then crystallize to form efflorescence, an use with other additives without prior testing, objectionable discoloration of the masonry surface. HYDRATITE PLUS provides efflorescence control ENVIRONMENTAL AND SAFETY PRE-CAUTIONS during construction by preventing excessive Contains silica aggregate. Do not breathe dust. May absorption and diffusion of water through masonry cause delayed lung injury (Silicosis). IARC reports units. Crystalline silica may cause cancer in humans. In case of eye contact, flood eyes with potable water and Typical uses include below grade construction, such call a physician. DO NOT RUB EYES. Wash skin as foundation and basement walls, and above grade thoroughly after handling and before smoking or structures such as retaining walls and storage tanks. eating. Use adequate ventilation. Sweep up spilled powder and handle as non-hazardous nuisance dust according to local regulations. TECHNICAL DATA READ MATERIAL SAFETY DATA SHEET BEFORE Test Results USING. MATERIAL IS FOR INDUSTRIAL USE ONLY, KEEP AWAY FROM CHILDREN AND Ref. Hydratite ANIMALS. EMERGENCY RESPONSE PHONE Water Repellency NUMBERS ARE (800) 862-2667 TAMMS OR (800) 2"Cubes,ASTM C109 424-9300 CHEMTREC. %,"Immersion, I hour TECHNICAL SERVICE Relative Absorption,% 100 57 For other questions not answered herein please contact: Total Immersion,2 hours TAMMS INDUSTRIES Relative Absorption 100 65 3835 State Route 72 Kirkland, IL 60146 Phone: 815-522-3394 Fax: 815-522-2323 www.tamms.com WARRANTY Seller warrants that its products do not infringe upon any copyright,patent, trademark, or trade secret nor violate the proprietary information rights of any third party. Seller warrants that its products will conform to and perform in accordance with the product's specifications. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED INCLUDING BUT NOT LIMITED TO THOSE CONCERNING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Because of the difficulty of ascertaining and measuring damages hereunder, it is agreed that except for claims for bodily injury, the seller's liability to the buyer or any other third party for any losses or damages, whether direct or otherwise, arising out of the purchase of the product from the seller by the buyer shall not exceed total amount billed and billable to the buyer for the product. IN NO EVENT WILL THE SELLER BE LIABLE FOR ANY LOSS OF PROFITS OR OTHER SPECIAL OR CONSEQUENTIAL DAMAGES, EVEN IF SELLER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. TAMMS INDUSTRIES Kirkland,IL 60146 8-99 STEELCRAFT® F16 AND F14-SERIES FLUSH FRAMES HD M:1 x-HD0 FEATURES AND BENEFITS: Steelcraft F-Series Flush Frames offer the following unique " features,which enhance long term functionality and durability: 1. Die-mitered corner connections(head[jamb) Standard corners insure attractive, tight and closed miters. 2. Patented universal hinge preparations allow for easy field conversion from standard weight(.134) hinges to heavy weight(.180) hinges. 3. Adjustable base anchors allow for installation adjustment when the floor is not level. 4. Rubber silencers are factory installed. 5. Factory applied baked on rust inhibiting primer in accordance with ANSI A250.10. Powder Coat Color: RAL 6025 ABOUT THE PRODUCT: SPECIFICATION COMPLIANCE: The F16 and F14-Series 3-Sided Flush Frames are designed for 1. overall frame construction for the Steelcraft F16 and heavy and extra-heavy duty applications in both commercial and F14-Series Flush Frames meet the requirements of institutional buildings.They can be installed in both interior and ANSI A250.8-1998(commonly referred to as SDI-100). exterior locations,and in virtually all types of buildings and wall 2- Hardware preparations and reinforcements are in constructions.These frames are to be installed as part of the accordance with ANSI A250.6-1997. Locations are in wail framing sequence.They can be specified and/or accordance with ANSI/DHI All 15. supplied as either KD(knock-down)for field assembly prior to installation, or SUA(set-up and welded)for installation as a FIRE RATINGS: pre-welded unit. The F-Series Frames meet the broadest fire rating requirements.They are listed for installations requiring APPLICATIONS: compliance to both negative pressure testing(ASTM E152 The F-Series Frames are typically used in the following types of and UL-1013)and positive pressure standards(UBC 7-2 and wall constructions: UL-14C). Refer to the"Fre Rated"section of the Steelcraft Spec Wall Construction "Application Typical wall Anchors Manual for particular listings. Masonry wrap or butted Wire masonry Existing masonry butied Bolted through soffit Wood stud wrap Lock-in wood stud anchor Steel stud wrap Lock-in steel stud anchor $60Thldiness _ Opening Usage Frequency' Applications 14 gage(1.7mm) Interior&Exterior Extra-heavy to Maximum duty • 16&14 gage steel doors 16 gage(1.3mm) Interior&Exterior Heavy to Extra-heavy duty • 20, 18& 16 gage steel doors • Commercial grade wood doors Steel Type. Opening Applications CRS _ Mainly Interior Typical building conditions Galvannealed' Mainly Exterior Used in locations with high humidity and/or weather exposure MATERIAL: 'Usage frequency is based on ANSI A250.8-1998 Reinforcements for galvannealed frames are also galvannealed F-Series Frames are supplied from either 14 gage(1.7mm)or 16 gage(1.3mm)steel.Depending on environmental and usage conditions,the steel can be either cold rolled steel(CRS)or galvannealed-All frames are supplied with a factory applied baked on primer for ultimate field paint adhesion. INGERSOLL-RAND Details are subject to change without prior notice. ARCHITECTURAL HARDWARE 0 1999 Steelcraft Co. Spec Manual ��-{ Printed in USA nr„, /nn 1 uco La AmerI Laminators PO Box 297,Drain, OR 97435 (541) 836-21.91 HANDLING AND STORAGE INSTRUCTIONS FOR FiRP® GLULAM BEAMS TRANSIT DAMAGE TRUCK--When material is delivered by truck, damages should be acknowledged in writing to the driver. RAIL - If material has been damaged on transit, do not unload until the inspector for the delivering carrier has been contacted and acknowledges the damage and presents you, the consignee, with a written inspectors report. It is the responsibility of the consignee to file damage claims against the carriers. ERECTION AND INSTALLATION A competent erector shall erect the timber systems with appropriate resources for the erection of this system. The erector shall properly brace system and maintain member alignments until all necessary components are in place. Bracing system design and implementation are the responsibility of the erector. Minor installation corrections; trimming, moderate reaming or drilling, and use of drift pins shall be considered a usual expense of erection. American Laminators / Duco-Lam shall be notified immediately at the discovery of any error in materials, workmanship, or shop drawings. No correction shall be attempted without approval from American Laminators/Duco-Lam. Limiting exposure to moisture during jobsite storage and erection can minimize seasoning checks. Avoiding rapid changes in wood moisture levels during construction and building operation can further minimize checking. Temperature and humidity should be regulated to provide gradual seasoning of members during the first year of operation. Longer if timbers are of large volume, or have been exposed to unusual wetting during construction. - over - TALE 1 RESIGN VALUES FOR STRUCTURAL GLUL'D-LAMINATED SOFTWOOD TIMBER SIRES=PRIMARILY IN BENDINGO-R n Bending Abort X-x Axis IlAmdw Perpon ficular to Wide Faces of Landrum wa) Compression Shear Itaratm Extreme Fiber Perpandku>ar to Grain Modulus of in Berrdinga to Crain (Horizontuom Etastkity" Tension Zane Compression Stressed Zone Stressed Tension Compression in Tension in Tension Face Few Combinatlon Spades" Eulanwd/ F*` Fr FL F. E, Symbol Otaer/Caro Unbalanwdp (psi) (psi} Iiml (par? (10`pay 1 Z 9 4 b 6 7 8 9 WVestern Species EWS 24fW4 OF/DF U 2400 1850 650 650 265 1.8 EW5 24F V8 DF/DF 4 240U 2400 650 650 265 1.8 R Bending About Y-Y Axis (Loaded Paneltel to Wide Faces of laminations) Axially Loaded Fasteners Extreme Compression Shear Tension Comprenion specific Gravity Fiber in Perpendicular Parallel to Grain Modulus of Parallel to Parallel to Modulus of for Dowel-Type Sendiingl') to Graln (Horizontal)a•", Ela'sticitym Grain Grain Elastickym Fastener Design Top or Bottom side Face Face F,, F. fh Er F. f E-. SG Combination (PN (Psi) (10°psi) (PSI) (Ps0 065 Psi symbol 10 11 12 13 14 15 16 17 10 1450 560 230 1.6 1100 1650 i.7 0-$0 0.50 EW524F-V4 1430. 560 230 1.6 1100 1650 1.7 0.50 0.50 FWS 24F-V8 i j ' 1 1 .r t Glulam Design Specification We have field representatives in many major U.S.cities and in Conodo who con help answer questions involving APA trademarked products. For additional assistance in specify engineered wood products,cortiod us: APA HEADQUARTERS 7011 So.19th St.1 Tacoma,Washington 98466+(253)565-6600•Fax:(253)565.7265 i i! PRODUCT SUPPORT HELP DESK 1 (253)620.7400•E-mail Address:help@opowood.org lli DISCLAIMER �I Me information contained herein is based on APA—The Engineered Wood Association's continuing 1I programs of fobora"fest;V product research and comprehensive rwJd experience.Neither APA, nor its members mane any warranty,expressed on impbed,or assume any legal lividity or responslblrrty for the use,application a and/or reference to opinions, findings,ow,cluvws or recommendations I included in this publication.Consult your local jurisdiction or design professional to assure complionee with code,construction and performance requirements.&-cause APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibirrt y for product performance or designs us octuufy consrnxted. Form No.Yl 17E/Revised August 2008 ,j C� �i ,1 APAr REPRESENTING THE ENGINEERED WOOD INDUSTRY � y !7YS ROMTEC 1,7-.03 ---" ROOFING, VENTS, & WINDOWS Data sheets to follow. ROMTEC ROMTEC GABLE VENT The following is an example of the Romtec gable vent included in the design of this building. Specifications • Wire weave mesh o Plain steel, cold rolled o 1" square opening o 0.135 wire diameter o Inter crimp I-3 weave o 78% open area o 1.04 pounds per square foot • Angle iron frame • Insect screen on interior face o Color is charcoal o Mesh has 18 openings across x 16 openings down, per square inch o Diameter 0.011" • Standard finish is powder coat Powder Coat Color: RAL 6025 • See plans for dimensions ti . Y (sem r�r) ••,#`_ _y:-••, ROMTEC ROIwTEC TONGUE & GROOVE DECKING The following is an example of the Romtec tongue & groove decking included in the design of this building. Specifications • 2x6 decking • Kiln dried select deck • Douglas fir 'p, y � N y Y z xi b, s ,w .n tr: 1 F 1�V • e Residential Metal T FABrU&. for the WESTERN REGION Fabral makes residential and light commercial roofing a snap. yow. ,:? " The elements can be tough on roofing materials,but Fabral's residential products,Horizon 16 and Ultra-Loc 16, are up to the task. Tough,26 gauge,metal construction will Fill bring maximum protection,low maintenance,long-lasting beauty and distinctive aesthetics to your home. y' Metal roofing is made to withstand the elements;it 1s weather,wind,fire,insect and hail resistant and will protect your investment for years to come. Fabral residential roof- ing products can also be installed over any solid decking. For great looks and maximum performance choose Fabral. + 1. 16-coverage Width.--.--+1 1'!a" Whine 894•IR s,S6 Charcoal Gray 851•OR=35 i 1 16"Coverage Width-1 tlg" Light Gray 889•OR=.31 Evergreen 875•1R=.27 • Stiffening ribs for added strength • Light weight,energy efficient and fire resistant Caribbean Blue 881•OR=.26 Hartford Green 821 •OR=.29 • Easy to install-can be installed over solid decking or over an existing roof • Time tested design • Fade-resistant paint system with a lifetime finish Brick Red 898•IR=,32 Antique Bronze 854•IR= 29 warranty for years of low maintenance beauty , ,a � ,�� • 10 popular colors,9 Energy Star Approved Classk Burgundy 853•OR=.30 Bright Copper Penny 939 ENDURACOTEPM'- W,,:' Colors shown are as close to actual colors as allowed by the printing process.Actual metal samples ore available,request samples prior to installation. Due to product improve- ments,changes and other foctors,FABRAL reserves the right to change or delete information here-in without prior notice. IR=Initial Reflectivity. All standard colors-less Bright Copper Penny-for the Horizon 16 and Ultro-Loc 16 are Energy Star approved. Oil conning can be caused by many factors and is not cause for rejection.[foil conning occurs,the installation of an ethofoam backer rod under the center of the panels con significantly improve the appearance. WET STACK STORAGE DAMAGE Storage stain, an orange peel effect on painted sheets or white rust on Galva- nized sheets, and black rust on Galvalume sheeting is the surface corrosion that occurs on when sheets get wet while tightly bundled (in skids of flat stock sheets/roll-formed panels), moisture can get between stacked panels either through capillary action or atmospheric humidity. If panels are not sepa- rated and allowed to dry, the continual wetness will prevent the formation of protective passive film on the zinc surface. (the process also known as zinc scarifying itself) The result is a stained, discolored or a paint blistered sheet for which it is virtu- ally impossible to return to its original appearance. To prevent storage stain, sheeting must be protected from contact with mois- ture whenever the sheets are in close contact(banded together in a skid) and free airflow is not available to dry the surface. FABRAL alerts end users to the possibility of Wet Stack Issues with the following signage and literature: WARNIN !,,; Metal Roofing �ng .andS,d is Mutt be installed within-3 . .0 days of delivery ter thy: "Varranty {*0 be void. Trapped moisture betWeen F : ' dies not allow #or air to circulate fee ► t'rap`ped moisture will cause` paint to bubble and eventually..: dose adhesion or white rest: Please Inspect; materiat, defective material should not ;be ' .Installe&--..Ple' as®:.contact your FABRAI. Engineered products ..: listribtor ;-_rptr : t> fetve ::rxtt�rial PABR ► ; snot' reodneU6 -for ��aoor .olai s :on inatallation of defieQ -I a rr at r a#. FABRAL typically tarps most Delta Rib and Grand Rib 3 Painted or Bare panels prior to ship- ping. Shipments covered in a tarp will have the above signage every T down the center of the tarp. Panels shipped without tarps are protected by a cover sheet, cover sheets are an extra panel (sometimes 2 pcs) on top of the skid, that may or may not be the same color as the skid it is pro- tecting, those panels will have a bright neon label (shown below)affixed to either the panel it- self or the skidding. METAL WALL AND ROOF SYSTEMS Store metal panels indoors when possible; if outdoors, cover and elevate. Elevate one side higher for water drainage. Never cover In plastic; use a tarp that can breath. Allow for air circulation. If a bundle gets wet, break bands and separate sheets; allow sheets to dry completely and only restack if completely dry. Product should be installed within 4 weeks of purchase and stored in accordance with our storage and Installation manual. Storage and additional installation instructions enclosed. Storage and Installation Instructions FABRAL METAL ROOFING AND SIDING ALUMINUM AND GALVANIZED STEEL (Plain and Painted) IMPORTANT PROPER STORAGE When moisture retrains in contact with Galvanized. Galvalume or Aluminum panels in the absence of freely circulating air, white, black. or dark gray corrosion products begin to form. kioisture can get between stacked panels either through capillary action or atmospheric humidity (if the temperature of the panels is below; the clear point temperature of the surrotisdirg air, condensation will form betvmen the panels). It moisture becomes entrapped between the. sheets. this condition can result in water stains or white rust. which can affect the service life of the metal and will detract from its appearance. If the metal panels will not be installed immediately, store them in a well-ventilated., dry area to minimize exposure to moisture. Cut the steel shipping bands and use wood blocking to elevate the panels at leas! 1 foot oft the ground in an inclined position. This will allow circulation of air between the panels and provide positive drainage. It outdoor storage cannot be avoided, protect the metal with a breathable canvas or waterproof paper cover. Leave the bottom of the cover loose to allow air circulation between the sheets.Do NOT use plastic, which causes sweating or condensation, HPAdni,Arrpm- KAAmhf..H WI Plant Sf .n—nh MN Plan? r.nl—h,a Cr;Plant FABRAL, in addition, includes a brochure with helpful information usually located in the stack within the top 2 or 3 panels. This brochure can also be located in FABRAL catalogs under the Technical or Installation tabs. rax:ieuuteaa-j wj Salem OR Plartt: Mooresburg TN Plant: (T(ifton GA Plant. t800)4�-8028 {800)500-0059 FaT)339 380 4784 FFax:(503)393 5813 tax:(423)272.5070 FABRAL, additionally, addresses proper storage, in their installation hand out. lal DELIVERY, HANDLING&STORAGEC ' ♦ Always inspect the shipment upon delivery. Check for damage and verify material quantities against the shipping list. Note any dam- aged material or shortages at the time of delivery. ♦ Handle panel bundles and individ- ual panels with care to avoid dam- age. Longer bundles and panels may require two or more "pick points" properly spaced to avoid damage that can result from buck- ROOFING METAL 0 Store the panels and other materials in a dry,well ventilated area,away -from ffitrac. Elevate one end of the SYSTEM bundle so that any moisture that may have accumulated during shipping can rnn off. Be sure that ORDERING air will be able to circulate freely around lite bundles to avoid the build-up of moisture. Never store HAL �1: ATION materials in direct contact Kith the ground. SELFHELP ♦ Wear clean, non-marking, soft soled shoes when walking on the GUIDE panels to avoid shoe marks or dam- age to the finish. Step only in the flat area of the panels. ks Duo! roduct improvements;changes and other factors,Fabral Duo!:, reserves the right to change or aelete information herein without prior notice oroNigation to make changes in products previously :purchased. FABRAL,Inc - FABRAL,Inc 6 a 1 ROMTEC 7.04 EXTERIOR Data sheets to follow. Phillips maintains a wide variety of siding for new • The Warmth of Wood,the constructions and home Durability Consumers Demand improvements. Quality samples • 50-Year limited Transferable are located at Phillips locations Warranty Special orders are made and • Resists Moisture Damage routine deliveries are standard at . Low Maintenance each store.Phillips Building • Won't Crack, Rot or Delaminate Supply offers many types of • Withstands Termite Attack sidings including vinyl and • Non-Combustible plywood. Georgia Pacific and James Hardie Siding Products, and other reputable brands which offers numerous advantages for builders. Color is Pre-Primed Gray. Paint is installer supplied. Eight main styles of siding can be chosen from the Hardie product line. Select Cedarimill Lap Siding Beaded Cedarmill Lap Siding E ,r Colonial RoughsaH n Lap Siding Stucco Vertical Siding I i � l'r a. 9 z. Click to see the rest of the Hardie product line and more siding products.. HardieTrim Page 2 of 2 Thickness: Weight 4.35 5 lb 6s.rsq.n. Lap:12' r3. WWI 3.50" 5.50' 7.25' 11.25' s� -PAA 't ✓ ✓ o" 514 HZ Rustic Grain 12' TRIM BOARDS Thickness:1' y„ Weight 7.12 Ibn.fsa,n. werlgth � - 1 :, L :12'Boards *4,�. �•,� �"- .+: 3.50' 5.50' 7.25' 9.25" 11.25" !"Apt v Y !f $74 HardieTrIm®NTD"'Boards Smooth ThiCknew 1' Weight 5.651bs.isq.R Length:12' 3.50' 450' 5.50' 7.25" 11.25" 450-4 oniy avalabie in Arco[While in some areas Copyhghl 2013 Conlan Us j Terms b Concitpons I Pr-,acy Pojicy I Careers i Mobile Site Vital s Thal James Hardie Building PrerkrCts.Inc http://www.jameshardic.com/builder/Products—trim—hardietrim.py 3/26/2013 SL-SERIES (SQUARE EDGES) FLUSH DOORS STEELCRAFT FEATURES AND BENEFITS: Steelcraft's SL Series Doors offer the following standard features, Romtec supplies which enhance performance and durability: this door without 1.Core Systems that enhance the structural integrity of the door: • Honeycomb(standard)-1'(25mm) cell kraft honeycomb windowconfiguration that increases structural integrity while reducing overall weight • Polystyrene(optional)-enhanced thermal performance IIS ri}I'' 2.Full Height, Epoxy Filled Mechanical Interlock Edges f provide structural support and stability the full height of the I 'i' �I, lill door edges. l 3.Standard Hinge Preparations for 4-1 4 2" i mm x .l 1 34" g p ( } (3.3mm)standard weight or.180"(4.7rnm)heavy weight hinges- 4.14 inges.4.14 Gage[0.067"(1.7mm)) Inverted Top and Bottom Channels provide stability and protection for the top and bottom edges from abuse. S.Square Hinge and Lock Edges allow for non-handed inventory { control for local distribution. Powder Coat Color: RAL 6025 6. Recessed DezignerT" Glass Trim provides a clean, neat and flush finish with the door surface. ABOUT THE PRODUCT: 7. Factory Applied Baked-On Rust Inhibiting Primer paint in The SL20 and SL18 Series Square Edge Flush Doors are designed to accordance with ANSI A250.10-1998(R2004). meet the architectural requirements for full flush doors Refer to Section 11 (Architectural)for specifications and the selection and usage guide of the appropriate door constructions. SPECIFICATION COMPLIANCE: This door construction combines the strength and dimensional stability of steel with the structural integrity of the laminate core. 1. Door construction for Steelcraft SL Series doors meets the The continuous bonding of core to steel face sheets provides an requirements of ANSI A250.8-2003(SDI 100). attractive,flat door, free of face welding marks.Tests have proven that the construction employed has integral high resistance to impact 2.Hardware preparations and reinforcements are in accordance with damage, low thermal conductivity and high STC ratings. ANSI A250.6-2003. Locations are in accordance with ANSI/DHI Al 15 unless otherwise stated. To meet application,specification and performance requirements, the SL Series Door offers options including sizes,glass light designs FIRE RATINGS' and hardware preparations. • SL-Series Doors are 1-3/4"(45mm)thick,with Square Edges. SL Series Doors meet the broadest fire rating requirements. They are listed for installations requiring compliance to both neutral pressure testing(ASTM El 52 and UL-106)and positive pressure INSTALLATION: standards(UBC 7-2 and UL-IOC). 1. Installation shall conform to the published Steelcraft installation instructions,ANSI A250.11-2001 (formerly SDI 105)Recommended Erection Instructions for Steel Fromes and HMMA 840. 2. Fire Rated Assemblies must be in accordance with NFPA Pamphlet 80. The Authority Having Jurisdiction is the final authority on issues related to the installation and use of installed Fire Rated Doors. (Odn Ingersoll Rand Technical Data Manual Rev.4/08 3.2.2 Secunry Technologies STEELCRAFT FLUSH DOORS (SQUARE EDGES) SL-SERIES Rigid Honeycomb s Standard Laminated Honeycomb Core Optional Polystyrene Core •1"(25mm)cell,99 pound Kraft honeycomb •1 pound(453.69)per ft'density slab •Honeycomb surfaces sanded for maximum adhesion •Laminated to both face sheets with contact adhesive •Impregnated with phenolic resin(resists mildew and vermin) •Labeled applications •Laminated to both face sheets with contact adhesive •Assembled door is run through high pressure pinch rollers, achieving ultimate bond Standard Premium Edge Construction Standard Rigid 14 Gage End Channel Construction •Beveled hinge&lock edges •14 gage inverted galvannealed top&bottom channels •Full height mechanical interlock with epoxy adhesive •Projection welded to both face sheets •Visible edge seam standard •Optional 24 gage galvannealed top caps DOOR APPLICATION AND USAGE Seriesteali`.'` Yhldtai Opening Usayt[f„►Muency SM 20 Ga(0.8mm) Interior Cold Rolled Steel Standard Duty Light Commercial applications with minimal use and abuse $.L,ZO 20 Ga(0.8mm) Exterior-Gaivannealled S : SL78 1S Ga(1.0mm) Interior Cold Rolled Steel Heavy Duty Heavy Commerdal&institutional applications with high use MB 18 Ga(1.0mm) Fxterior-Galvannealled Steel 3.2.2a Technical Data Manual Rev 4/08 ®R Ingersoll Rand Security 7echnolog(es SL-SERIES (SQUARE EDGES) FLUSH DOORS 51`EEI.CRAFT STANDARD HARDWARE PREPARATIONS Typical hardware applications shown. Refer to section 8 for more details. s 0 a i 0 0 o 0 O Morose Hinge' 161 Lock Inactive Leaf ASA Optional 14 Gage 7 Gage hinge reinforcement,reversible 61 L Available Strike Prep with Closer Reinforcement hinge fillers supplied Astragal attached Standard:mortised and reinforced for •Template hinge preparations for 4-1/2"x.134"standard weight hinges or for 4-1/2"x.180"heavy weight hinges. Butt hinge preparations are cut through for non-handed function;spacer plates are furnished for field installation and handing. •The cylindrical 161,61 L and mortise 86 lock preps are the most commonly used active leaf preparations.The 4 7/8(124mm)strike prep is the most commonly used inactive leaf preparation. •Optional reinforcements for surface Closers are available. •Limited hardware applications are available. Door Sizes and ANSI A250.8 Conversions 5teelcraft product selection for SL Series Doors has been matched to ANSI/SDI Level and Model designations. •In accordance with ANSI A250.8,core material is not specific to the level or model designations.Core material selection is specified based on preference and application. •Recommended minimum frame gage also applies to the frequency of operation of the opening. ANN Ams-sw I w Edge Construction 1Naximurn sizes Series Level Model Description Options Single; Pair RttoMmended Gage of Frame Level l-Light commercial SL20 1 1 Full Flush Visible T-0'x 8'-0" 6'-0"x 8'-0' 18 Gage[0.042"(1,0mm)] 914mm x 2438mm 1829mm x 2438mm 16 Gage[0.053'(1.3mm)] Level 2-Heavy Duty commercial&lullftutlonal SLI8 2 1 Full Flush Visible 4'-0"x 8'-0' 8'-0"x 8'-0" 16 Gage[0.053'(1.3mm)] 1219mm x 2438mm 2438mm x 2438mm kno:vAngersollRand Technical Data Manual Rev. 4/08 3.2.2b Security Technologies STEELCRAFT FLUSH DOORS (SQUARE EDGES) SL-SERIES DOOR EDGE CONSTRUCTION: Optional Edge Seams available in the SL Series doors: • SL -Standard feature includes visible edge seams with full height interlocked edges. Standard Visible Seam SL Series Visible Seam Features • Full height mechanical interlock • Interlock filled with epoxy adhesive •Visible edge seam 3.2.20 Technical Data Manual Rev.4/08 T Ingersoll Rand Security Technologies ECBB1101NRP ' Product Information Description: -ANSI A2112(Brass) ANSI A5112(Stainless steel) Two ball bearings Non-removable pin with button tip and plug a Only available in 4 -112"x 4-1/2"(114 mm x 114 mm) Fasteners are AMS x 112 WS For use on medium weight doors or doors requiring medium ,b frequency service Five Knuckle Ball Bearing Standard Weight Product Specifications Fasteners: -All machine and half wood Material: Brass w/Stainless Steel pir ANSI A2112 Stainless Steel with Stairless Steel pin ANSI A5112 Finishes: US15,US26,US26D US32D 1985 ia ` Product Information NFPA -NFPA 80 Standards -6.4.5 Protection Plates 6.4.5.1 Notes: Factory instatled protection plates shall be installed in accordance with the listing of the door.6.4.5.2 -Field installed protection plates shall be labeled and installed in accordance with their listing.6.4.5.3 -Labeling shall not be required where the top of the protection plate is not more than 16'(406mm)above the bottom of the door. Door Protection Plate 0.038"gauge stainless steel A 61 Product Specifications Gauge: 0.038"(1 mm) Materials: Stainless Steel Finishes: US32D Order: Plates are sized on even inches Odd size available and priced to next larger size. Options: UL listed for US32 and US32D' 'Must specify UL stamp -Self-adhesive tape available on all plates Spanner head screws Torx head screws Round Corners Wrap around side and bottom return 0.125'material Certification: -Meets ANSI Al 56.6 for J101 Metal Armor Plate,J102 Metal Kickplate,and J103 Metal Mop Plate C(S)a>tii UM 5200 Series I ' Product information Notes: Full rack and pinion operation Precision machined,heat treated steel piston Triple heat treated steel spindle Grade 1 Heavy Duty Door Closer ,y. Product Specifications Size: 1-6 adjustable Certifications: BHMA Certified ANSI A156.4,adjustable sizes 2 to 5 Standard ADA Compliant ANSI All 17.1 Accessibility Code UUcUL Listed for up to 3 hours UL10C Positive Pressure Rated UL10B Neutral Pressure Rated Material: Aluminum alloy Cover: Full plastic Cover -Standard Slim line plastic cover -Optional Full size plated metal cover -Optional Springs: Double heat treated steel,tempered springs Precision machined,heat treated Steel piston Triple heat treated Steel spindle Valves: Adjustable latching and sweep speed valve Adjustable backcheck valve -Standard Delayed action valve -Optional Handing: -Non-Handed Arms&Brackets: -Tri-Pack -Regular,parallel arm,and top jamv)1`11116unt 'Stindard 15%power adjustment in standard arm for regular and top jamb mount Optional Arms: Hold Open Arm Extra Heavy Duty Hold Open Stop Arm Extra Heavy Duty Stop Arm Extra Heavy Duty Arm Extra Heavy Duty Hold Open Arm Extra Heavy Duty Cushion Stop Arm Extra Heavy Duty Hold Open Cushion Stop Arm Fasteners: Self-reaming,self flapping wood and machine screws Sex nuts and bolts Door Thickness: 1-314"(44 mm) 1-318" -2-114"(36 mm -57 mm) -Optional ALM,BRZ,DBZ,GOL,US3,US26,US26D Finishes: Rust inhibiting primer -Standard 8HMA ® willi1�1.11,:i & Y V Rockwood Manufacturing 11age 1 of'] ROMOM ASSA A81 OY•the global leader ABUN in door olx•ningsolutions, 107 - Door Pull 8" CTC Available Finishes: ► U53l.IFETIME ► White Powder Coat/WPC ► Red Powder Coat/RPC ► Black Powder Coat/BPC ► US32DMS D 16 ► US32316 ► US32/629 ► US28/628 ► US26D/626 + US26/625 ► US10B/613 ► US 10/612 ► US4/606 ► US3/605 ► 315/711 ► 313/710 Specifications: Material: Aluminum, Brass, Bronze Stainless Steel Fastener: 1/4-20 x 2-1/4 Thru Bolt&Finish Washer(standard 1-3/4"door). Options: •Back to back mounting in pairs— use BTB suffix and mounting type number(107BTB5). •Concealed mounting single pulls — use C suffix and mounting type number(107C6). •Advise If door thickness is other than 1-3/4". • Mounting selections for standard duty 1/4-20 can be viewed under Mounting Details on this site. • 2-1/2"Barrier Free clearance— use BF prefix (BF107). Material Size: 3/4"dia. CTC: 8" Overall: 8-3/4" Base: 3/4" Projection: 2-5/8" Clearance: 1-7/8" Weight: 1.6 lbs. ANSI A156.6: J401 Rockwood Manuladumng Company•500 Main Sheet•Rockwood PA 15557 P 800 458 2424•F 800.922.9212•"o@nockwoodintU coin•wwwiockwoodmlg.wm Copyright•e.2008 Rockwood Manulactunng Co.All 6ghl;iracrvvd. htlp:/hvw%%,.rock woodmlg.coni/cutsheet.php?item=I92&.culshect=View+Cut+Sheet 5/31/2013 305 ' ` Product Information One FW%Ify.0W.BMW One Vrlon' Options: -May be ordered cut for cylinder(CFC)or engraved"PUSH" Square Comer -Beveled Push Plate [e Product Specifications Gaups: -.050"(1 mm) Materials: -Aluminum,brass,bronze,stainless steel Finishes: -US3,US4,US10,US10B,US26,US26D,US28,US3 ,US32D Fasteners: -Six(6)#6 x 5/8"OPH Tapping Screws Certification: -Meet ANSI Al 56.6 for J301 push plate Product Size Options Item# Size(inches) Size(mm) 30S/A30S 3x 12 76 x 305 30S/A30S 3-1/2 x 15 89 x 381 30S/A30S 4x 16 102 x 406 30S/A30S 6 x 16 152 x 406 30S/A30S 8x 16 203 x 406 u Security Solutions E c4lk l i to i S E R'-.S TUBULAR lDLAE) BOLTS BEST ACCESS SYSTEMS ll:)oEAUBOLT FEATURES 9. 1. No exposed mounting screws standard on 82T/83T double \ cylinder M function only(available as an option on 82T/83T K, L, and S function) 10. 7. 2. Full 1"stainless steel throw deadbolt 3. Free-turning,wrench-resistant,tapered cylinder ring 4. 82T/83T-solid extruded brass or bronze cylinder 72T/73T-solid cast zinc with brass or bronze shell 1. 5. 5. Stainless steel for strength and corrosion resistance a, v 6. Simple installation;self aligning and reversible strike ^�•. - 7. May be keyed into existing BEST masterkeyed system 8. The original interchangeable core permits instant, economical re-lock 9. ADA turnlever 8. 6. 1 10. Deadbolt UL listed for use as auxiliary lock type on 3 hr,fire doors (GWXT).These locks also carry the C-UL mark which is 4 3. ' 2 now officially accepted in all of Canada, indicating compliance 83T Deadbolt with appropriate Canadian standards and codes C UL US Products protected by one or more of the following patents: 4,301,667 D290,065 4,843,852 5,590,555 5.794,472 Other Patents Pending SPECIFICATIONS Deadbolt:72TR3T-1"throw,"W x Y bolt.Brass nickel plated, Strikes: with concealed hardened steel free-turning pin.Housing fits 1" 8TSTK-rectangular 1 %'x 2 3/4"(Std.) bore.82T/83T-1"throw,5A'x 7A'solid stainless steel bolt. 8TS1-curved lip 1 '/4'x 4'A'(ANSI Al 15.2) Housing fits 1"bore. 8TS4-curved lip 1 'k'x 2 3/4'(ANSI Al 15.3) Faceplate: brass or bronze base material. 8TS5-high security rectangular 1 '/4'x 47/s"(ANSI A115.1) 72T/82T-1'x 2'A",73T/83T- 1 'h"x 2'/4' Door thickness: Fits 1 3/4*doors(standard) Backset:72T/82T-2 3/e',73T/83T-2 3/4" 72T/73T:fits doors-from 1 Yto 2'/s' Trim: wrought brass or bronze cylinder rose or tum lever rose, 82T/83T:fits doors-from 1 Yto 3' 2 3/4"dia,to cover 2 Ye'bore. Machined brass or bronze Finishes: cylinder ring. 72T/73T:612-satin bronze,626-satin chromium, Cylinders:82T/83T-machined from extruded brass or bronze 82T/83T:605-bright brass,606-satin brass,611-bright bar stock.72T/73T-zinc casting with stamped brass or bronze,612-satin bronze,613-dark oxidized satin, bronze shell. 625-bright chromium,626-satin chromium STRIKES r , 1 1` r ,l 8TSTK Standard Strike 8TS4 Strike 8TS1 Strike 8TS5 High Security Strike Dimensions-1 'A'x 2 3/4" Dimensions-1 '/4"x 2 3/4' Dimensions-1 '/4"x 4'A" Dimensions-1 1/4"x 4'A' (Supplied with box and screws) with curved lip.(Supplied (ANSI 115.1)(Supplied (Supplied with box and long To order with unit-STK with box and screws). with box and screws), screws). To order without unit- To order with unit-S4 To order with unit-S1 To order with unit-S5 8TSTK and finish To order without unit- To order without unit- To order without unit-8TS5 8TS4 and finish. 8TS11 and finish. and 630 finish ONLY. A911IL\M On III FOR�_ /r� ACCESS SYSTEMS FUNCTIONS Function&Diag. Deadbolt operated by... Function&Dia Deadbolt operated by... ANSI(Fed.No.) ANSI(Fed.NO? K-Turnknob •Turning the key in the outside *M-Double-Cylinder • Turning the key in the inside cylinder or outside cylinder.The 0 •Turning the inside tum lever. " O .,o concealed.mounting screws are concealed. ® o E2151,E2152(181 K) E2141,E2142(181 M) L-One-Way Turning the key in the outside S-Classroom • Tuming the key in the outside Deadbolt cylinder;the inside cylinder is cylinder blank ® • Turning the inside tum lever m O only retracts the deadbolt O © (available ONLY in 82T/83T) ® E2171 (181S) Note:Can't throw the deadbolt. E2161,E2162(181 L) KL-Closet Turning the turn lever only. *ATTENTION: Locksets that secure both sides of the door are (available ONLY in 82T/83T) controlled by building codes and the Life Safety Code.In an emer- gency exit situation, failure to quickly unlock the deadbolt could be O hazardous or even fatal. S : ] 82T/83T TUBE ASSEMBLIES 82TDB Deadbolt Tube Assembly 83TDB Deadbolt Tube Assembly Bolt throw- 1" Bolt throw-1" Backset- 2 3/8" �_ Backset-2 3h" Faceplate-brass or bronze Faceplate-brass or bronze J . 1"x 2'A". self-adjusting and 1 '/e"x 2'/,°.self-adjusting and - ? reversible for either door hand. reversible foreither door hand. Tube-steel.fits 1"diameter 82TDB Tube-steel.fits 1"diameter x," 83TDB bore. J bore. ►' To order without trim-82TDB To order without trim-83TDB and finish and finish 82TD5 83TD5 82TD5 Drive-in Bolt Tube Assembly 83TD5 Drive-in Bolt Tube Assembly Bolt throw- 1" Bolt throw-1" Backset- 2'A' Backset-2 3/4" Faceplate-brass or bronze, circular Faceplate-brass or bronze,circular. Tube-steel. fits 1"diameter bore. Tube-steel.fits 1"diameter bore. To order without trim-82TD5 and finish To order without trim-83TD5 and 626 finish Mechanical Room: 83T-7-S-STRestrooms: 83T-7-K-STK-626 w To C>R[:>ER 83T 7 K STK 606 OptionsBackset Core lFunctionl Strike Standard Housin 1 Code Finishes 72T-2 3/e" 7-7 pin see STK-standard 727/737: CS-concealed screws (82T/83T only) , 73T-2 3/4' housing above deadbolt 612 626 D5-drive-in bolt (82T/83T only) 82T-2 3/e" accepts 82T/83T only LL-lead lined (83T only) 83T-2 3/4" all Best S1-high security 82T/83T: NF-narrow face 1"(std.827) cores S4-curved lip 605 606 SH-security head screws (82T/83T only) ! S5-high security 611 612 WF-wide face 1 Y(std.83T) deadbolt (630 finish 613 625 Door thickness-specify if other than 1 3/4" only) 626 690 (82TWT only) "Must specify key mark and number of keys or designate UC for less core. A\ M On BEST , 'F, ACCESS SYSTFMS SERVICE EQUIPMENT KOP304A-1113ORING JIG KIT Kr7312" K0031115—FACE PLATE MARKING CHISELS The KD304A jig kit is made for boring cut-outs in wooden KE3325-STRIKE PLATE LOCATINGPIN doors for Fed. Spec. 160 and The KD312 face plate marking chisel locates the mortising for the face plate of 161 series cylindrical/tubular � , • locksets,doors 1 3/s"to 2'/4" .: Federal Spec 160 (1•x 2 /4")cylindrical �f and tubular lockset.The KD315 faceplate thick. The KD304A kit marking chisel locates the mortising of includes the boring jig(to drill the faceplate. Federal Spec 161 wood doors for 2 3/9" 2 3/4" > > ")cylindrical and tubular KD304A (1 A" x 2 /4 3 3/4", and 5"backsets), (Complete kit) locksets. A strike plate locating pin KD315 adaptor for 3/e"drill chuck, KD325 is available for use in conjunction KD309 2 '/s"bit, KD318 1"dia. with Fed. Spec. 161 cylindrical and x 9"bit, KD312 face plate marking chisel 1", KD315 face tubular locksets. plate marking chisel 1 'A",and the KD325 strike plate To order designate: locating pin. KD312 face plate marking chisel(1 To order complete kit specify: KD304A Kit. KD315 face plate marking chisel(t Ya"). KD325 All of the individual kit parts listed above may be ordered KD325 strike plate locating pin. separately except for the adaptor chuck and jig. MX8 — PATENTEE> KEYING SYSTEM One of the greatest threats to key control within your facility is the unauthorized duplication of keys;one simple solution is the use of the MX8 Patented Keying :''. System by Stanley/Best Access Systems a patent-protected keying system. Very seldom can a single product meet all of your exact needs,and often your level ��;.� x; � `�,��;;• of convenience must be sacrificed to fit the capabilities of the product.The MX8 {. Patented Keying System provides you with an significant amount of flexibility, *, '' enabling a solution that fits your unique balance between security and convenience. The MX8 Patented Keying System is available in two series of keyways,the Vis. M Series and the X Series.Each series offers a different blend of features to help you maximize convenience while optimizing your security. MX8 Key & Core The MX8 Patented Keying System has the ability to provide geographic exclusivity to the customer and is BHMA At 56.5 Grade 1 Certified. M Series Keyway Features • Patented keys operate both MX8 and Standard BEST`S cores(backward compatibility)with existing BEST'keyways (JKLM only). Standard keys do not operate MX8 cores. • Available in large bow, long blade,and long nose key blanks to work with special applications. • Available in core designs for use in special application locks,such as high security mortise, hotel cylinders,and glass display-case locks. • Utilizes the same combinating kits and key cutting equipment as the Standard BEST"keyways. • M Series keys operate MX8 cores and Standard(non-patented) BEST®cores.Standard key blanks do not operate MX8 cores. X Series Keyway Features • Distinctive key design includes thicker key blanks with larger bow for added strength and easier handling. • Keyways are unique to the MX8 Patented Keying System offering even higher key duplication protection. • X Series keyways utilize the standard combinating kit,minimizing the expense of system changeover. • X Series keys only operates the MX8 cores. For more information on Stanley Security Solutions'products,services,and office locations visit our web site at www.slanleysecudtysolulbns.com Product Information contained in this catalog has been compiled and presentee with as much care and completeness as is reasonably possible.Errors or mistakes may be present,and in many cases,reliance has been placed on information suppled by other manufacturers which may be in error or which may be subject to changes or modifications by the manufacturer without notice and without obligation.Therefore,no guarantee can be made or should be assumed or implied w,th regards to product information contained in this catalog. 0 Security Solutions Stanley Security Solutions,Inc. 6161 E.75th Street Indianapolis,Indiana 46250 www.stanleysecuritysolutions.com IDM 109FP 0 2009 Stanley Security Solutions,Inc.and Stanley Logistics BAS014 3500 Series Lever �1 s u ,4y' Product Information Ono Famity one Brand.One,Vision Applications: -Standard duty commercial No exposed mounting screws y� Non-handed Conventional cylinder or Small Format w Interchangeable Core housing available N Notes: -Blank plate projection is 13/16"(21 mm)for Functions 25 and 79 Interchangeable Cores are not available on Apollo knob Grade 2 Cylindrical Lever Product Specifications Certifications: -BHMA Certified ANSI Al 56.2,Series 4000,Grade 2 ADA Compliant ANSI Al 17.1 Accessibility Code UUcUL Listed for all functions up to 3 hours"A'label single doors ANSI A250.13 Severe Windstorm Component -ULiOC Positive Pressure Rated -UL10B Neutral Pressure Rated -Lifetime warranty Exposed Trim: Knobs:wrought brass or stainless steel -Levers:cast zinc -Rose:wrought brass or stainless steel Lock Chassis: Heavy gauge steel,zinc Bichromated for corrosion resistance -Free wheeling(levers only) -Removable thru -bolts - Failure to install thru -bolts and removable screw posts vcids BHMA certification,UL Rating,and Warranty. Rose Diameter: 3-11/32"(85 mm)levers;3"(76 mm)knobs Keys: Two operating keys supplied per lock Cylinders: Brass -Keyed Different -C Keyway -Other keying options,including keyed 6 -pin,available from the factory - Interchangeable Core -Brass 6&7 pin -Uncombinated&Combinated -Drilled 6-pin,Keyed 5-pin-Standard -Small Format Interchangeable Core housing available -SFIC uncombinated or combinaled,brass 6 -or 7-pin sold separately Door Levers: 1 -3/8" -2"(35 mm -51 mm) -Knobs:1-3/8"-1-314"(35 mm -54 mm) Thickness: Backset: 2-314"(70 mm) -Standard -2-318"(60 mm) -Optional -3-3/4"(94 mm) -Optional -5"(128 mm) -Optional Latchbolt: 112'(13 mm)Throw -Stainless steel -1-118"x 2-114"(25 mm x 57 mm)Faceplate for 2 -314"(70 mm)backset - Deadlocking Latchbolt prevents manipulation when door is closed;keyed functions only -1"x 2-1/4"(25 mm x 57 mm) Faceplate for 2 -318"(60 mm)backset Strikes: -3935 ASA 1-1/4"x 4-7/8"(32 mm x 124 mm)strike -Standard Functions: 50 Office 53 Entry 70 Classroom 73 Corridor 79 Keyed Communicating 80 Storeroom 10 Passage 40 Privacy 25 Exit Only - 17 Dummy 27 Back4o-Back Dummy Finishes: US3,US4,US10,US10B,US26,US26D(Levers only) -US3,US32D(Knobs only) Options: Lead Lined(Levers Only) -Tactile Knurling(Levers Only) -Split Finish -Additional latchbofts and strikes available Standard door -2-1/8"diameter(cross bore) -Latch hole:1"diameter(edge bore) prep: Lever options: Apollo knob;Archer,August,Withnell levers .71 M490IM492 Nigh Security Series Electromognetic Lock Overview The M400 Series line of electromagnetic locks from Schlage are designed with the customer in mind to be robust,easy to install, and secure.The new bayonet mounting feature makes installs easier,allowing the installer to have their hands free during the mounting process.There is no need to consider door handing as all the M400 Series electromagnetic locks are both non-handed and symmetrical,allowing optimum placement of the magnet no matter Features the application. Bayonet mourttmakes installation simpler by not requiring magnet tome held overhead while All M400 Series locks have automatic voltage sensing for 12 and 24 iiiountingscrews are installed 4. volts along with polarity protection to make wiring less complex. The M490 is tested and certified to meet or exceed UL1034 and New design allows for ltN%LH configuration m the field BHMA 15001b.hold force requirements. Afmature mount allows armature to pivot The M490 electromagnetic lock comes in two configurations to compensating for Slight opening impeifectiorNS meet your specific security needs.The M490 provides basic security, Limited Lifetime Warranty. while the M490P provides intelligent sensing and reporting features needed to integrate with access control systems. Additional options UL1034 and BHMA Graael"certified are available for the M490P.Kits are available for top jam,double 150016:Hold Force door,and glass door applications. Seepbge 2 for ddttio'66,1 features and options *Currently Gild&2:Grade t testing in progress at the time of initfoloblicotion of this data sheet. • ADDITIONAL FEATURES M490/M492 M490/M492 Electromagnetic Lock Specifications • Automatic Voltage Selection(AVS)senses the Specification /Mg9pF M492/M492P voltage applied to the lock and responds accordingly Holding Forte m6ets orexceeds BHMA 15(lD'Ibs;; ii dcliir'lisf•>" r M49DP/M492P startdaid of 15001bs..... • Magnetic Bond Sensor(MBS)monitors the Input voltage 12/24 VDC strength of the bond between the lock and armature (Standard Unit) so you know the door is secure Current Draw ::65A@ 12 VDC :1.3A 14-VDC j:• • Door Position Switch(DPS)monitors whether the (Amps Standard Unit) r',:35A'0 24 VDC ; ;:; _7A r2'12alDC:•:;•:: door is open or closed Automatic Dual 12/24VDC Voltage • Relock Time Delay(RTD)provides a relock delay Height 3' 3' that is adjustable from 0.5 to 30 seconds Length 12-1/2' 25-1/16" Optiono! Width ;`:`;` •,`•' r . 1.�,3�a. - Anti-Tamper Switch(ATS)provides an indication that the cover of the magnet is securely fastened to WDM(approximate) 14 lbs. 29 lbs. the lock and that the on board circuitry is secure Certifications UL1034,UL10C,AN51/BHMA156.23 - MBS Indicator(LED)provides visual indication of Temperature 00-490 C(320-120°F) magnetic bond at the lock Wire Gauge ).4=22 AWG OPTIONS (for all) Herculite Door Bracket Filler Plates and Angle Brackets Specifications • Top Jamb(inswinging doors) M490 M442 aength;; ;, ;:: �.. 10'•/1•` a2�,-r+/fi, Filler Plates Width x Height 1-1/4'1c:1/8 4901E 4911f 1-1/4'x1/4' 4902F 4922F 1-1/4'x3/8' f'49oAF: 9923E 1-1/4'x1/2' 4904E 4924F 4925F 3/4"x 1/2' 4906F 4926F 3/4':x 5/8' 4907E 3/4'x 3/4' 4908E 1492OF Angle Brackets Width x Height Plate fib. Plate No. 4901A,: ;: ::;;;;'.'.:.:;; '4921A 1-1/2'x1' 4902A 4922A 1-1/2'x 1-1/2" 4903A 4923A 1-1/2'x2' 4904A 4924A 1=1/2'x2-1/2' 4905A 4925A CipPlIngersoll Rand Security Technologies 877-671-7011 schlage.com 02010 Ingersoll Rand ES-5904 07/10 Accessories Features Exit Sensors •The Scan II"is a Passive Infrared Detector specifi- cally designed for"request to exit'applications. It = has an adjustable relay latch time,is internally Standard Color: Black pointable, and provides two Form"C" sets of relay contacts. •Enclosure design consists of a three piece, high impact ABS plastic enclosure with fresnel lens. Available in white or black: •Coverage area is up to 8 by 10 feet(2.4m by 3m). �.: Coverage is dependent upon mounting height and s pattern angle. k' •Pattern Pointability is f 140 @ vertical. scan Ir •Surface mounting height range is from 7 to 15 feet (2.1 m to 4.5m). •Output—Two Form "C relay contacts rated 1 A Specifications 30 VDC for DC resistive loads. • 12/24 VDC, 26 mA @ 12 VDC or 24 VDC •Relay Latch Time is adjustable up to 60 seconds. •Output Two Form "C" relay contacts rated 1 A @ 30 VDG •The relay mode can be programmed by the for DC resistive loads installer to reset when the timer expires or to >` •Operating Temperature -20°F to 120°F(-29°C to 49°C) remain activated until motion stops.The fail •Size 1-1/2"(38mm) H x 6-1/4'(159mm)W x 1-1/2'(38mm) D safe/fail secure mode can also be selected. •UL Listed •Unit features an externally visible activation LED. 5' s'. 43 3A 1S OMew$ IS 3A ks OMeins IS 0Mehes is 3.0 43 n x 13 1.5 ry 10 i ,y TM 3.0 70 10 0 1515 a. 15 ., 10 5 •Feet 5 10 15 0 Fed 3 0 Fed s H 1S Front View Side Naw 45 1D Is *61— 13 1A 0 u 4s x 0000 s u n • s •4n s w n _ / !3>.. Lo u 4•Ww is 1• ns.ndxlun (..1 to Y V �,. ss � Inn .. G R.r l .< Standard Pattern Standard Pattern Shown wall mounted,angled 14"down. Shown wall mourned,angled 140 dox'a. 'r Ingersoll Rand Questions? Call:866-322-1231 • FAX:866-322-1233 • Visit us on the Internet at www.schlage.com 119 x`�C Schlage-Electronic Security • 575 Birch Street • Forestville,CT 06010 ��;, tLOCA.Pushbuttons 9/19/02 10;14 A14 Page LQCKNETICS.. Locknetics 620 Series Pushbuttons offer significant installer-friendly innovations: screw terminal connections for the momentary action models, easy to install 1-2/I1-1-optional PC board offering backlit illumination for the button as well as green and red leds for monitoring purposes. Additional options include: Delayed Action, Double Pole Double Throw, Heavy Duty Plate, and several architectural finishes. Alternate Action and Narrow Stile configurations are available.The 620 Series Pushbuttons is available in three sizes: 1-1/4", 1-5/8" Mushroom and 2-3/4""Mushroom. New to the pushbutton color choices is the (GID), which is offered across the line. There are two metal 1-114""button choices as well. The 620 Series replaces the 703, 704, 705 products and 600 Series Pushbuttons previously offered from Locknetics. Select Pushbutton 1.1/4-Button 1-5/8-Mushroom Button r ice• ;:.dam_ I 621 621-NS 623 623-NS 2-3/4-Mushroom Button 1-1/4-Metal Button 0 0 625 625-NS 631 631-NS Select Button Option (GID-EX 1 GID-H T GID RD EX RD + GR-EX-1-GR I BL-H BK 621 PUSH Lo I - -( Contact ratings: $21-Ns TO :5 amp 0 250VAC,NO ano NC contacts EXIT 6 amp @ 125VAC,NO ano NC contacts PUSHPUSH 623 10 amp ly 250VAC,NO and NC contacts ' USH 623-NS TO - + + Red or Green LED's,12 and 24 volts AC or DC EXiT Momentary action:standard 525 Is E Alternate actlon:optional • • Corer Plate:Stainless steel EXIT EXIT 621 A--E)( AL 621 -NS } PUSH 631 T --- NS extl qw security&Safety. rnrM gree.tMma s�ranc T u..�C�.:.,_ LOCKNETICS. Select Options DA Delayed Action AA Alternate Action/Maintained DP Double Pole Double Throw L2ALL 3 LEDs-green/yellow/red concealed within opaque cone HDP Heavy Duty Plate 1-1/4's thick Cast Zinc(Standard-626 Satin Chrome Finish) r.— ++. — I 1--- •:.�•--( AA Qotion OA-Option 1 IR' 4r• i ala• DP Option rr r- O 0 Standard skndald{Ns) lkavy pMy Pkk t110P) Hwy Duty Plnk CHOP-NS) Slnae Gene Nlnow So Single sm Numw st k NOTE SinQle 01(SPOT)standard dimensions taatured above-OP Option. II Seiies Ciossto Select Special Finishes Includes Heavy Duty Plate(HDP) NEW 620-630 PLIshbuttons 500 Series New 620&630 Series SF-605 Bright Brass 6011802 6211621-NS SF-612 Satin Bronze ------------ SF-613 Oil Rubbed Bronze 60316oa 623,1;23-NS SF-625 Bright Chrome 605 525 SF-626 Satin Chrome(standard) 631,1632 6311692-NS SF-1 White Powder Coat SF-2 Black Powder Coat 701/702 7011701-NS IMG01 — --- - --- 6231623-NS - __—_ 705 -- --•---' _625 709 7M LOCKNETICS (/R Security & Safety. For Birch Street ( Forestville,CT 06010 Proven Source.Proven Solutions:` 860-584-9158 phone 860-584-2136 tax ! www.locknetics corn www irsecurityandsatety 2002 Inpercoe-Rand Form LK-2034 Rev 09102 An(R71elersaN#eed business PARAL40OULM(R) Multi-OutputAccess Control A l t ro n i x Power Supply/Charger Rev.DSAL40OULM-L05F Oyr ado W •These multi-output access control power supply�chargers are specifically designed for use with access control systems and accessones.These units convert a I 15VAC 6(lHz input into five(5)individtually protected Class 2 Rated power limited 12VDC or 24V[)C outputs(see specifications). Each output will route pcnver to a variety of access control hardware devices including Mag Locks.Electric Strikes, Magnetic Door Holders.etc.These outputs will operate in both Fail-Safe and Fail-Secure modes.C'ontrolied trigger input is achieved through normally open(N.O.)or normally closed (N.C.)supen-ised input or the polarity reversal from an FRCP(Fire Alarm Control Panel).A form-C"dry output relay enables HVAC Shutdown. Lievator Recall or may be used to trigger auxiliary devices. AL4WVLMI AL4000LMR •Grey enclosure. •Red enclosure. A"Cifrcations • 12VDC or 24VDC selectable output. • Automatic switch over to stand-by battery wren • 12VDC rci 4 amp or 24VDC-ir 3 amp supply current. AC'fails(zero voltage drop). • Five 15)individual Class 2 Rated power • AC fail supervision fforn"C"contacts). limited outputs rated rh;2.5 snip. • Low battery-supervision(form "C"contacts). • Current limit is 12VDC or 24VDC qtr;2 anip • Battery presence supervision(forst"C"contacts). Pei output. • AC input and DC output LED indicators • Input I ISMAC 60Hz. 1.45 amp. (pourer supply board). • Input fuse rated 0,3.5 amp"_SUV. • Rai LEDs indicate condition of power outputs • Fire Alarm Pani or Access Control System trigger 1 multi-output board). inputs.N.O.or N.C.supervised trigger input and • Power X input truer LEDs(multi-output board). polarity reversal tr qer input. • Enclosure: • Qut)nt relay energizes viten emit is triggered -Combination knockouts re 1 2"and 3.4" (forst-C-contact rated I anip cn 29VDC't. -Accommodates up to two 12) 12VDO'7AH batteries. • Power fail supervision relay(form-'C-*contact rated • Product weight: 1 ainp 4�v 28VDC). - AL400LJLM: 7.7 lbs. • Filtered and electronically regulated output. - AL4000LM[R: 7.8 Ibs. • Short circuit and therinal overload protection. • Shippaag weight: • Built-in charger for sealed lead acid AL4WL1LM:8.71bs. or gal type batteries. - ALOOLILMR: 7.7 lbs. • Maximum charge currem.7 amp. Aaency approvals Ul UL Listed for Access Contfo(Systems Units MEA 1`1EA-NYC Department of (L.4 294). Ar"Ioo; Buildings Approved. UL Listed Standard fur Power Supplies for Use with Burglar-Alarm System Units(UL 603). UL Listed Hospital Sipialing and Nurse Calli CSFM-California State Fire Equipment(UL 1069). 9, Marshal.Appm-ed. UL Listed Standard for Safety for Fire Protective Signaling Systems(UL 14811. S CUL Listed-CSA Standard C22.2 No.205-h11983 Signal Equipment. • AltroniX® PT724A, DPT724A, PT724AE Single Channel Annual Event Timers Rev. DSPT724A-A25F Vi Overview • Models PT724A/DPT724A/PT724AE are extremely versatile 24 Hour 365 Day Event Timers designed to support a wide range of applications: Home and Building Automation, Security,Access Control,Lighting Control, Etc. PT724A/DPT724A/PT724AE are equipped with an independently controlled PT724A form"C"relay contact that provides many latching and/or momentary operations during a program schedule of your choice. Events may be set for single or multiple operations on a daily and/or weekly schedule. PT724A DPT724A PT724AE Timer module. • Timer module • Timer module in equipped with Snap enclosure. Trac for DIN rail mounting capability. PT724AE Specifications • 12 to 24 volts AC or DC operation • 10 programmable Holiday dates. •Standby current: l OmA (relay off)50mA(relay on). •"First man in"option. •Battery charging current: 1 OOmA. •Alphanumeric LCD display simplifies programming. •Form"C" relay contacts are rated • Standard or Daylight Savings Time settings. 10 amp @120VAC/28VDC. •Automatic compensation for leap year. •EE Prom memory protects against loss of •Built-in charger for 12VDC sealed lead acid or gel programming due to power failure. type batteries(Max charge current IOOmA). •Accurate crystal controlled clock. •Lithium battery backup maintains clock(optional). •Momentary and/or Latching Events. Order Altronix part# LB2032. • 50 individually programmed daily/weekly events. P7724AE: • Block programming capacity can accommodate a total • Product weight: 3.3 lbs. of 350 events per week. • Shipping weight: 3.9 lbs. Board Dimensions i'approximatel PT724A: 5.25"W x 3"L x 1"D Mounting Diagram 00.156' 0.18" 4.9" 2.4• 3.0" 01 r-- 5.3" ST3 Mechanical Drawing DPT724A —.875— .125- ,6251 —.875.125.6251 .3125 pr 3.4375 3.25 2.75 2.6875 4TV Enclosure Dimensions PT724AE: 8.5"H x 7.5"W x 3.5"D �sr �sr ur o.w- aos- Ur _I —� 112r mar :.00• ±.or aMr i-o Sao acr aa- opo^ I ax- i.eo- T100 Series AK Electromechanical Project: Location: T100 Series Product Type: The T100 Series Mechanical Time Switches are heavy-duty switches Contact/Phone: that have the highest horsepower ratings in the industry for industrial, commercial and residential applications. Model #: Features • Provides direct 24-Hour control of most loadsiiirr. . • Control electrical loads up to 40 Amps • 1 to 12 ON/OFF operations each day x • Minimum ON/OFF times of 1 hour ' • Manual override �u��, • All models equipped with one ON and one OFF tripper Ratings Enclosure Type: See table Knockouts: Combination Y2"-3/," nominal knockouts, one on T101R back and on each side, and two on bottom ., Switch Type: See table Switch Rating: Each Pole 40 Amp Resistive, 120-480 VAC 40 Amp Tungsten, Inductive or 1000 VA Pilot Duty, 120-277 VAC 2 HP(24 FLA) 120 VAC 5 HP(28 FLA) 240 VAC single-phase I "" Power Input: 3 W Maximum Operating Temperature: -40°F to 130`F(-40°C to 54'C) T104PCD82 Shipping Weight: Type 1 -3 lbs. (1.4 kg) Type 3R - 4 lbs. (1.8 kg) Warranty: Limited 1 year N a >:r T101 Model .. MotorType I Steel Type 311 Steel Plastic Plastic Type 3R Type Throughi Enclosure Enclosure Enclosure Enclosure with See Cover T101 T101R T101P T101PCD82 SPST 125 60 40 2 7102 T102R T102P - SPST 208-277 60 40 5 T103 T103R T103P T103PCO82 DPST 125 60 40 2 T104 T104R T104P T104PCD82 DPST 208-277 60 40 5 T104.50 - - - DPST 208-277 50 40 5 7'1D1• >'•:SpST 125 60 40 2 T106 - 1NO/INC' 125 60 40 2 N%A TaOBR.' - 1N0/1NC' 208-277 60 40 5 'Can be wired SPDT "Separate Clock Motor Terminals I[NTERMATIC' Energy Controls RMTEC 17.05_ PLUMBING AND PARTITIONS Data sheets to follow. TOILET FIXTURE 4110/4115 `64 1 a Y,u 4110 BACK SUPPL • Wall Hung, Blowout Type ��' {' These Toilet Fixtures are designed for high security areas with an accessible pipe chase. The fixtures are fabricated using 14-gauge type 304 stainless steel,seamlessly welded to form a one piece, vandal resistant unit. Internal piping is stainless steel. Exposed surfaces are polished to a satin finish, except for the integral seat which is polished to a bright mirror finish. PERFORMANCE Metcraft bowls and assemblies are designed to withstand 5000 Ib. (22kN) loading without permanent deflection and damage.They meet or exceed ASME 112.19.6M for hydraulic performance and ASME 112.19.2M for physical dimensions. The trap will pass a 2 5/8" (67mm) dia. ball. A minimum 1" RECOMMENDED FLUSH VALVES (25mm)supply providing 25psi(I72kPa)flushing pressure is SLOAN ZURN OELANY required. Concealed water saver 611 Z6611 F540 Water Consumption: Concealed low consumption 611-1.5 Z6611-1.5 F540-1.5 With a water saver flush valve-3.5 gpf(13 liters) Exposed water saver 110 26606 F439 With a low consumption flush valve- 1.6 gpf{6 liters) Exposed low consumption 111 Z6606-1.5 F439-1.5 INSTALLATION STANDARD FEATURES An accessible pipe chase is required. Six 1/2' (13mm) dia. • Plated steel concealed anchor rods and fasteners, plated steel anchor rods screw into sockets on back of the . 4110 back supply connection 11/2:(38mm)FIPT. fixture. Anchor rods pass through the wall and are secured with washer lugs and hex nuts on the chase side of the wall. 4l 15 top supply connection 11/2"{38mm) MIPT. No exposed fasteners are used. The installer must provide • Integral elongated seat. wall openings for anchor rods and piping per rough-in • Self draining flushing rim. drawings provided by Metcraft. • Blowout flushing action. NOTE: A security frame (wall sleeve) is recommended . 3"(76mm) OD toilet waste tube with plain end extended when installed on a new block (CMU) or poured concrete 4"(102mm)past back of fixture for NN type connection. wall. A security frame is not appropriate for hollow wall Fully enclosed trap. construction. OPTIONS & ACCESSORIES Listing of available options and accessories is located at the back of this section. MEY0F;Z-, F- 717 Ak W v; H C . . 301 S.E.Thompson Drive-Lee's Summit. MO 64082-816-554-0300-FAX: 816-554-0307-www.metcraftindustries.corn 1 4110/4115 TOILET FIXTURE FIXTURE P AN VIEW 24.25` (616) r � FIXTURE 411"G VIEW Aj 2.15' 76 WDLL ELEVOTION VIEW i 4 2 ` 3 5 ti ! 9.5' (241) � ------------- A r O N fINISHED FLOOR C / FINISHED FLOOR a >rl e 4- 1102) ROUGH-IN INFORMATION 1O 81'x 8"(203mm x 203mm)wall 1'(25mm)dia.wall openings for O5 Mirror finish seat opening for toilet waste connection anchors(6) 3'(76mm)wall opening for 11/2" ® 11/2(38mm)MIPT tap supply inlet (38mm)WIT flush supply inlet (model#4115) (model#4110) ow to continuous product improvement Memraff reserves the right to make changes in design and specifivetions without prior notice.Al dimensions should be verified with the factory for ahem i formation. 2004 M ET C RjkF-1*' ....................... . ... .... . ...... ......... 2 301 S.E.Thompson Drive-Lee's Summit.MO 64082-816-554-0300-FAX: 816-554-0307-www.metcraftindustries.com TOILET FIXTURES OPTIONS & ACCESSORIES THE FOLLOWING OPTIONS 6. ACCESSORIES ARE FOR TOILET FIXTURE MODEL NO'S: 4105, 4110/4115, 4120/4125, 4140/4145, 4160/4165, 4170/4175 ACCESSORY ITEMS ANTI-FLOOD OPTIONS All 2O Security frame(wall sleeve} AFH Hydraulic Anti-flood device A768 Metal template Only available on rear mounted, rear supply models which include: TOILET SEAT 4105 HS Hinged white plastic seat(no cover) 4110 4120 TOILETRY ACCESSORIES 4140 4160 A72O Wall mounted tissue holder 4170 TOILET WASTE Not available on Top supply su i or Front mounted models PL Waste extension 3"(76mm) into chase which include: GW Gasket waste outlet 4115 4125 TOILET WASTE PLAIN ENO COUPLINGS 4145 A210-1 3"(76mm) s/s to 4"(102mm) CI 4165 A210-2 3"(76mm) s/s to 4"(102mm) PL 4175 A210-3 3"(76mm) s/s to 3"(76mm) Cl 4500 A210-4 3"(76mm) s/s to 3"(76mm) PL 4610/4615 4620/4625 TOILET WASTE NO-HUB CLEANOUT TEES 4640/4645 4641/4646 A215-3 3"(76mm) 4660/4665 A215-4 4"(102mm) 4670/4675 TOILET WASTE PINNED CLEANOUT PLUGS A216-3 3"(76mm) A216-4 4"(102mm) GASKET WASTE CONNECTIONS A228 Torque 4"(102mm)NH floor TOP SUPPLY MODELS: A615 Flush valve enclosure BACK SUPPLY MODELS: A611 Flush valve access panel 15"(381 mm)x 19"(483mm) M ET0 RA Fr 301 S.E.Thompson Drive-Lee's Summit.MO 64082-816-554-0300-FAX: 816-554-0307-www.metcraftindustries.com 3 Royal® Model Flushometer Illo. Description Exposed Water Closet Flushometer,for floor mourned or wall hung top spud bowls. POP- Flush Cycle ❑Model 111-1.6 Low Consumption(1.6 gpf16.0 Lpf) L7 Model 110 Water Saver(3.5 gpf/13.2 LA Specificaborts Quiet,Fxposed,Diaphragm Type,Chrome Plated Closet Flushometer for left or right handwith the following features: • PERMFXs'Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass • ADA Compliant Metal Oscillating Non-Hold-Open Handle with Triple Seal Handle Packing • 1"I.P.S.Screwdriver Bak-Chek"Angle Stop • Free Spinning Vandal Resistant Stop Cap • Adjustable Tailpiece • High Back Pressure Vacuum Breaker Flush Connection with One-piece Bottom Hex Coupling Nut • Spud Coupling and Flange for 11'x"Top Spud • Sweat Solder Adapter with Cover Tube&Cast Wall Flange with Set Screw • High Copper,Low Zinc Brass Castings for Dezir&ication Resistance • Non-Hold-Open Handle,Fixed Metering Bypass and No External Volume Adjustment to Ensure Water Conservation • Flush Accuracy Controlled by CIOTM Technology • Diaphragm,Handle Packing,Stop Seat and Vacuum Breaker molded from PERMEX6 Rubber Compound for Chloramine Resistance Valve Body,Cover,Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi-Red Brass.Valle shall be in compliance to the applicable sections of ASSE 1037. 1 Variations ❑HL-3 3"Metal Oscillating Push Button on Front of Valve(does not meet ADA requirements) Madew"� O H Handle on Front of Valve NenewaWe Energy O TP Trap Primer O YG Extended Bumper on Angle Stop{for seat with cover) ❑YO Bumper on Angle Stop(for open front seat without cover) ❑SG SaniGuard'Antimicrobial Handle and Socket Accessories See Accessories Section of the Stoan catalog for details on these and other Flushometer —{ �21/4"MIN. variations. (57mm) SUPPLY Poo. Fixtures (ov 25rir,.t Consuh Sloan for Sloan brand matching fixture �- -- - o k-dila"� Options. + i (121mm) C 1112OF FIXTURE tllz" CENTERLINE ® j 1291 - No® CertifiedListed by LA.P,M.O. This space for Architect/Engineer approval Job Name date _ CENTERLINE OF WASTE Model Specified _ Ouantip ❑ FIN. Variations Specified _ 1 FLOOR FIN. WALL Custane MR alesaler Contractor Architect The information contained n this tlpcument is subject to orange without notice. SLOAN, SLOAN VALVE COMPANY•10500 SEYMOUR AVE-•FRANKLIN PARK,L. 60131 Royal 110/111 S.S.—Rev.1 e(03/12) Ph:1-800-982-5839 ort-847-671-4300 • Fax 1-800-447-8329 ort-847-671-4380 Copyright 0 2012 SLOAN VALVE COMPANY www.slodnVdIVe.com HANDICAP LAVATORY FIXTURE 5883 6663 Public Use Lavatory for Deck Mounted Faucet This lavatory is designed for public areas requiring - a durable and vandal resistant fixture. The lavatory is fabricated using 14-gauge type 304 stainless steel seamlessly welded to form a one piece, vandal resistant unit. The lavatory is furnished with an integral ribbed soap dish and a 4" (102mm) high backsplash. Exposed surfaces are polished to a bright satin finish. Valves and other trim must be specified separately. INSTALLATION i The lavatory is designed for installation on a finished wall x using a hanger bracket and bolt holes on back of the Unit may be picbr with some option'features. fixture. Wall anchors and anchor bolts are not furnished. Piping must be roughed out of wall for connection to lavatory waste and lavatory valve supplies. OPTIONS G ACCESSORIES 65 Deck mounted filler spout PERFORMANCE A270 11/4" (32mm) OD grid drain A306 Chrome plated faucet w/gooseneck and Fixture meets A.D.A. requirements when installed per wrist blades A.D.A.guidelines. A307 Chrome plated faucet A311 Single temperature, pneumatic valve A312 Hot£r cold, pneumatic valve STANDARD FEATURES A775 Stainless steel angle braces A780 Wall mounted waste enclosure • Rectangular lavatory basin. • 15/a"141 mm) dia. die formed drain opening. • Integral ribbed soap tray. • 4"(102mm) high backsplash. • Deck punched for faucets as required. ETCRA 1 N o u a r w i t s 1 H c 301 S.E.Thompson Drive-Lee's Summit.MO 64082-816-554-0300 FAX: 816.554-0307-www.metcraftindustries.com 1 5883 HANDICAP LAVATORY FIXTURE FIXTURE OLaN VIEW 1a' (457) N O m 3 2 FIXTUQE S/�E VIEW WDLL ELEVOTI�N VIEW t6w,....rd.� a' a' (203 (203) 4 1' (25)(25)�f 5 152 152 I Y to o + q i , '11 ] Ln z $ W W h FINISHED FLOOR / FINISHED FLOOR ROUGH-IN INFORMATION 1Q 15/8'(41 mm)dia.die-farmed drain O Optional faucet or customer provided O7 Wad bracket holes,5/16'(8mm) opening faucet dia.(3) Soap dish Q5 Lavatory rim location ® Optional plumbing components QLavatory faucet punchings ® Anchor locations,5/16"(8mm)dia.through U9 Optional angled wall brackets holes(4) NOS: To naint kvatary it accordance with A.D.A.' Due to continuous product improvement Metcrah reserves the rigM to make changes in design and specifications wfthout prior raquirarnents the rim height must be mrnoted notice.Al dimensions should be verified with the factory for parent inbnnation. at 34'(864mm)above finished floor. 2004 M ET C F;ZAk F`7T • 1 N O Y i T R 1 t 1 t N O 2 301 S.E.Thompson Drive-Lee's Summit.MO 64082-816-554-0300-FAX: 816-554-0307-www.metcraftindusthes.com LU LAVGUMIY2 LAI FAST FIT UNDERSINK PIPING COVERS NEW, Improved, %ew antimicrobial E-� $evie r} molded 1 safety1 1 , ADA accessibility compliance 1 \ are � a d quickb New LAv GuARop2 E-Z series provides Since 1990.we a `LI 6p0, the durable,attractive protection INC.have concentrated our efforts LAv GUARe is famous for. Now, built-in on"Making America Accessible' E Z Grip fasteners and internal E-Z Tear-To-Fit by creating products that address trimming feature eliminate the need for tools, ADA-mandated undersink wheelchair accessibilty. and provide for a clean,tamper-resistant, Specifying TRIJEBFiO is your super-fast professional installation. assurance of protecting:people with disabilities while'providing quality,durability,and improved aesthetics. TRU B MAKING AMERICA ACCESSIBLE IPS CORPORATION � � �� An IPMB r a n d 10800/TRU Specifications. Buyl-inc 9143 LAVMaterial Soft,reAeritnxAdedwiyf FAST FIT UNDERSINK PIPING COVERS Nominal Wall 1/8"constaiiwoith internal res i7urometer 70-80—Shore A Features and Benefits: W Protection Will not fade or discolor New,improved E-Z series makes Durability virtually Indestructible installation super-fast Trimming(E-Z Series) Internal E-Z Tear-Tort trim feature Fasteners(E-Z Series) Internal E-Z Grip fasteners,reusable • New E-Z Tear-To-Fit feature makes trimming Color China white super-fast and Contractor-friendly—no tools Compatibility#100 E-Y aer4s Fits all 1-1/4'or 1-1/2'cast brass or tubular P-trap required. assemblies and 318'or 1/2"anglestdp assentbbes • New E-Z Grip built-in fasteners are quirk, Compatibility#400'Series Fits all 1-11L'schedule 40 plastic P trapsl" ' strong,and reusable. Paintabllity Appy latex paint • New universal design fits more P-traps and Burning Characteristics Seff extinguished 0 sec(ATB)mm(AEB) thumb wings on plastic compression nuts. ASTM D-635 Lav GUARD 2 E-Z series installs Bacieria/Fungus Resistance ASTM G21 and G22—Result:0 growth Wipe dean using common sieterpents Maintenance in just 2 easy steps: /�- _#100 E-Z series for tubular P-traps 1. Tear-To-Fit on internal, MOdIDIS AVBi13b •#400W'series for schedule 40 plastic P traps dimensioned tear lines #99 E-Z one angle valve and soppy cover �, � ,� s • a���t,-�,�,�;,�;;, for quick,clean,accurate 4inOF-71 460w* on.,P-trnn NwprL` trimming to fit virtually any #101 E-Z b#401W' one P-1rap cover,one anvalve and su configuration.Covers piping 9 #102 E Z&#402W` one P-trap cover,two angle valves and supply covers .iji•' ird'trr�'.% flex to install over pipes. #103 E-Z one P-trap cover,two angle valves and supply covers;;. .,_, 2. Press seams together at one 5'offset tailpiece wheelchair strainer cover = '•. finger recesses to engage 4 E-Z Grip internal fasteners for a OWE-2 Z ate 51 offset Wliplece wheetdtair'strainer asserr* " secure,safe,tamper-resistant Q rit115-K Kohler 6"offset installation.To remove cover, f t 0105 KW one 6"offset tailpiece wheekdlair strainer assembly firmly pull seam apart using a t) 4106 E-Z one basket strainer cover and offset waste cover(adiusi"fo 16') strong grip.To reinstall,press #107 E-Z two basket,strainer covers and center or end outlet waste cover(a4ustablle) seams back together, Strict code compliance #EX99 E-Z one 16'extension for water supply minimizes risk. #EX100 E-Z one 16'extension for drain waste arm or tailpiece 'AI#400 series items and 0105 KW are the"original'LAVGuwe design and construction, LAv GUARD 2 complies with:ADA article 4.19.4, Specifications may change without notice. CABO/ANSI 4.20.4, UFAS 4.19.4,Calif.Title Accessory 107 E-Z 24,UBC, IBC,ICC,Canada Barrier-Free Code Accessory t 105 E-Z (Configuration Options Shown) SuggBsto 'd Accessary Center Outlet End Outlet Specification-., { 106 E-Z ADA-conforming,wheelchair accessible lavatory P-trap and angle valve assemblies shall be coveted with white,molded, arltimicrobiatT- WEBRO,INC.LAv GUARD 2 Shown with Accessory#105 E-Z(fits all standard 5"offset wheelchair strainers).Accessorles105 E-Z•106 E-Z,and 107 E-Z undersink-pipe covers.Cover shall have can be purchased separately. Internal,,EZ Tear-To-Fit trim feature for NOTE:Accessory#105 E-Z is included in#103 E-Z Kits. squared l trimming—internal ribs— 9"supply-� and-tvift-in tori igood E Z Grip fasteners tube cover (no cable-tie fasterlBrS aflowed). with internal EZ Grip E-Z Tear-To-Fit internal Model trim grooves fasteners Accessory Vent slots 10"tailpiece cover keop valve trim rooves dry ((V EM Manufactured Internal E-Z Tear-To-FR " -A e under one or more g EZ Gnp of the following U.S. A n [?5 Ij r a n d or Canadian patents. interna! Other patents Internal ribs add cushioning fasteners IPS Corporation pending. and thermal resistance 202 Industrial Park Lane 5,303,730 5,36OM1 Collierville,TN 38017 5,524.669 5,564,463 (901)853-5001 (800)340-5969 5,678,588 5.699,828 901 853 5008 51915.412 S,B15,413 J-Fiend covers all tubular and FAX: ( ) 5,901,739 5,860,820 cast brass configurations e-mail:info@truebro.com 2,075,324 2,119,427 Internet:httpJtwww.truebro.com 2,1x6,627 2,156,083 10'waste arm cover with �90D Internal E-ZToar-Tb-Fff trim grooves E-Z Series Shown Vent hole keeps P-trap dry 2105 MVP FAUCETS CHICAGO m . 333-665PSHABCP FAUCETS; � a Gcbctliconrpany Manual and Metering Faucets Product Type Deck Mounted Single Hole Single Supply Metering Sink Faucet Job Name Item Number Features 8, Specifications • Single Hole SectionfTag •2.2 GPM (8.3 L/min)Aerator Model Specified _ • 1 3/4"Vandal Proof MVP Metering Push Handle • MVP Metering Adjustable Cycle Time Closure Cartridge Archilect • 1/2" NPSM Supply Inlet with Coupling Nut for 318"or 112" Engineer Flexible Riser • 3 318"Center to Center Integral Cast Brass Spout Contractor • ECASTO design provides durable brass construction with total lead content equal to or less than 0.25%by weighted I J Submitted as Shown ( ]Submitted with Variations average Date • CFNow! Item Ships in 5 Days Performance Specification • Rated Operating Pressure: 20-125 PSI • Rated Operating Temperature:40-140°F Warranty • Lifetime Limited Faucet Warranty ` •5-Year Limited Cartridge Warfanty • 1-Year Limited Finish Warranty Codes&Standards •ASME Al12.18.1/CSA 8125.1 • Certified to NSF/ANSI 61, Section 9 by CSA • California Health and Safety Code 116875(AB1953-2006) •Vermont Bill S.152 • NSF/ANSI 372 Low Lead Content •ADA ANSI/ICC Al 17.1 ECAS are intended for installation where state laws and local codes mandate lead content levels or in any ocation where lead content is a concern. 2100 South Clearwater Drive IL 00-us SP• Des Plaines,F:847/803-5454 P:847/803-50000•,,,•� Technical:800ITEC-TRUE -------- - __ ___- www.chicagofaucets.com 333-665PSHABCP CHICAGO . Manual and Metering Faucets FAUCETS a C,cbcrit company Architect/Engineer Specification Chicago Faucets No.333-665PSHABCP,Deck Mounted Singie Hole Single Supply Metering Sink Faucet,Chrome Plated solid brass construction.3 3/8"Center to Center Integral Cast Brass Spout. 2.2 GPM(8.3 Umin)Pressure Compensating Softflo Aerator. 1 3/4"Metal Vandal Proof MVP Metering Push handle(s)with Blue or Red Button. MVPTM'self-closing, auto-timed metering cartridge,adjustable run time from 2 to 15 seconds,opens with push,0.20 max gallon/cycle. 1/2"NPSM Supply Inlet with Coupling Nut for 3/8"or 1/2" Flexible Riser. ECASTV construction with less than 0.25%lead content by weighted average.Secondary Control Valve:3 3/8"Center to Center Integral Cast Brass Spout. This product meets ADA ANSI/ICC Al 17.1 requirements and is tested and certified to industry standards:ASME Al12.18.1/CSA B125.1,Certified to NSF/ANSI 61,Section 9 by CSA,California Health and Safety Code 116875(AB1953-2006),Vermont Bill S.152, and NSF/ANSI 372 Low Lead Content, I I i + 4. I (102mm] r— 1-718'DW2-3/8' i 148mm) 160mm] —F So I j 1-are' i 135mm] i i 15116' i DIA. I (24mm] i 2-3/8' j 3/4"(19mmi I (60mml MAX.WARE TI11cKNESS I� 112"NPW COUPLING 33B NUT FOR 318"OR 1/2' (86mml FLEXIBLE RISER. Operation and Maintenance Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation.After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should be taken when cleaning the product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chica_qofaucets.com. Chicago Faucets, member of the Geberit Group, is the leading brand of commercial faucets and fittings in the United States, offering a complete range of products for schools, laboratories, hospitals, office buildings,food service,airports and sport facilities. Call 1.800.TECTRUE or 1.847.803.5000 Option 1 for installation or other technical assistance. 2100 South Clearwater Drive Des Plaines,IL P:847/8035000 F:847/803-5454 Technical:8001TEC-TRUE www.chragofaucets.com ����� No Lead Drinking Fountain Soft Sides® Wall Mount - Fully Exposed Barrier-Free Access SPECIFICATIONS Model EDFP214C GENERAL EDFP214C:Wall mounted drinking fountain constructed of#18 gauge, type 304, stainless steel polished to a satin finish. Contoured basin minimizes splashing and has exclusive Flexi- Guard,q, safety bubbler to prevent accidental mouth injuries. Keyed in location to prevent rotation. Easy to operate, fully functional push-button is vandal-resistant. Stainless steel bottom cover plate included. Flow regulator provides constant stream from 20 to 105 psi water pressure. THIS DRINKING FOUNTAIN COMPLIES WITH THE REQUIRE- MENTS OF A.D.A_ (AMERICANS WITH DISABILITIES ACT) a WHEN PROPERLY INSTALLED. NO LEAD DESIGN THIS DRINKING FOUNTAIN COMPLIES WITH THE LEAD- Model EDFP214C FREE DEFINITION IN THE SAFE DRINKING WATER ACT OF 1986 AND LEAD CONTAMINATION CONTROL ACT OF 1888. CONSTRUCTION Elkay Drinking Fountains are manufactured with a waterway EDFP214C furnished complete with Flexi-Guard®, fully system utilizing copper components and completely lead-free assembled front push-button, flow regulator (20 to 105 psi), material. These waterways have no lead because all leaded and drain and trap assembly. Stainless steel bottom cover materials, such as leaded brass, have been removed. plate. This fountain is certified by WQA to lead-free compliance including Exclusive Flexi-Guard® Safety Bubbler: Innovative design NSF/ANSI 61-ANNEX G,AB 1953. utilizes an infused anti-microbial pliable polyester elastomer to prevent accidental mouth injuries. Flexes on impact, then returns to original position. Strong. Abrasion-resistant. Anti- sweat. Keyed in location to prevent rotation. ACCESSORIES 1 MPW101 In-wall carrier mounting plate. ML100 Support columns for MPW101, 10-3/16" (258mm) �� 2-15/16` (75mm) 2-5/16" 12-1/8' (59mm) (308mm) 18-3/4" 1-5/8" (476mm) (42mm) 2-1/4" (5�m) 6-1/2' (165mm) EO 18' (457mm) 27" (686mm) ADA REQUIREMENT FINISHED FLOOR to keeping with our policy of contcruing product improvement.E&ay reserves the right to change this specification describes an E&ay product with design,quality and functional bene/its to the product specifications without notice.Piease visit eikayuss.com for most current version of Fikey user.when makurg a comparison of other producers'e/terings,be certain these features are not product specN,clWon sheets. omr ooked. Elkay 2222 Camden Court Printed in U.S.A. Oak Brook,IL 6052.3 02011 Elkay elkayusa-com (Rev.4/11) 14-25G No Lead Drinking Fountain Soft Sides® Wall Mount - Fully Exposed E1. AY Barrier-Free Access Model EDFP214C ROUGH-/N DIMENSIONS INSTALLER NOTE THIS DRINKING FOUNTAIN IS FURNISHED WITH A BUBBLER AND VALVE INCLUDING ALL CONNECTING FITTINGS WHICH ARE MANUFACTURED OF COMPLETELY LEAD FREE MATERIAL. SHUT-OFF VALVE (NOT FURNISHED) TO ACCEPT 3/8" O.D. UNPLATED COPPER TUBE. OPERATION OF QUICK CONNECT FITTINGS 1/4'O.D,TUBE 3/8'O.D.TUBE CONNECT SIMPLY PUSH IN TUBE IS SECURED PUSH IN COLLET WATER INLET COLD WATER SUPPLY BUILDING WATER TURF TO ATTACH IN POSITION TO RELEASE TUBE TO COOLER INLET A� R C PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO RELEASE TUBE NOTE:WATERFLOW SERVICE STOP DIRECTION (NOT FURNISHED) WALL ROUGH-IN 4" 4' 1-1/4"I.P.S.WASTE (102mm) (102mm) STUBBED 1-3/8"(35mm) 3' FROM THE WALL (76mm) 3/8"(10mm)DIA.(4)HOLES FOR SECURING FOUNTAIN TO WALL � 1-1/2' 1-5/16' (38mm) �(34mm) o i - - - - 2-5/8' (66mm) 3/8"I.P.S.WATER SUPPLY STUBBED 1"(25mm)FROM WALL 31-1/4" (794mm) (130mm) F(13,,5,1/8' 0MM) 27"(726mm)' ADA REQUIREMENT "BASED ON 33-1/2"(851 mm) FROM FLOOR TO RIM FINISHED FLOOR Elkay 2222 Camden Court Printed in U.S.A. Oak Brook,IL 60523 02011 Elkay 14-25G (Rev.4/11) elkayusaxom FOR NON-FREEZING AREAS WOODFORD Wall Faucet LU Mode! 21 Model 21 Wall Faucet is designed for use in mild climate areas on homes, service stations, churches, motels, Q drive-in restaurants,etc.LO x: THIS UNIT OFFERS NO ANTI-SIPHON T PROTECTION SPECIFICATIONS: 0 NIfD {• v, o EXTERIOR FINISH - Brass or chrome plated casting, Optional polished chrome. PACKING-Teflon impregnated packingcc 0 .. PACKING NUT-Adjustable brass nut with deep stem guard VALVE SEAT-Standard"O"size washer HANDLES-Furnished with polycarbonate wheel handle and loose tee key. (Met Descriptions Optional:Metal wheel handle. MAX PRESSURE: 125 p.s.i. P-112 Inlet 112"FPT MAX TEMPERATURE: 120°F P-3/4 Inlet SHIPPING WEIGHT(per unit): 1 Ib 314"FPT TAMPER-PROOF LOCK SHIELD CP Inlet o COMBINATION o 1/2"COPPER TUBE CO2k 112"MPT c> 0 CInlet COMBINATION 1/2"COPPER TUBE 3/4"COPPER TUBE Cn C a r z m When ordering, specify model, inlet and finish 02003 WOODFORD Mfg. Rev.04/03 Form No.21.101 ROMTEC 7.06 ELECTRICAL COMPONENTS Data sheets to follow. DESCRIPTION LUMARK8 The patent pending Lumark Crosstourg1 LED Wall Pack Series of luminaries provides an architectural style with super bright,energy efficient LEDs.The low-profile,rugged die-cast aluminum construction, universal back box,stainless steel hardware along with a sealed and gasketed optical compartment make the Crosstour impervious to contaminants.The Crosstour wall luminaire is ideal for wall/surface, a inverted mount for facade/canopy illumination,post/bollard and low level pathway illumination including stairs.Typical applications include building entrances,multi-use facilities,apartment buildings,institutions, schools,stairways and loading docks. SPECIFICATION FEATURES mrr Construction Optical maintain greater than 70%of initial Slim,low profile LED design with Silicone sealed optical LED light output after 50,000 hours of `� +y ;'Ip,� rugged one-piece,die-cast chamber incorporates a custom operation.Three(3)half-inch NPT :,.w aluminum hinged removable door engineered mirrored anodized threaded conduit entry points allow and back box.Matching housing reflector providing high-efficiency for thru-branch wiring.Baric box is styles incorporate both a small and illumination.Optical assembly an authorized electrical wiring large design.The small housing is includes impact-resistant tempered compartment.Integral LED available in tOW and 20W.The glass and meets IESNA electronic driver incorporates large housing is available in the requirements for full cutoff surge protection.1OW,120V 50/60 30W model.Patent pending secure compliance,Solid state LED Hz.,20W and 30W,120-277V lock hinge feature allows for safe Crosstour luminaries are thermally 50/6OHz. and easy tool-less electrical optimized with five 15)lumen connections with the supplied packages in cool 5000K or neutral Finish lever-lock connectors.Baric box warm 3500K LED color Crosstour is protected with a Super includes three(3)half-inch,NPT temperature(CCT). TGIC carbon bronze or summit XTOR threaded conduit entry points.The white polyester powder coat paint. universal back box supports both Electrical Super TGIC powder coat paint CROSSTOU R LED the small and large forms and LED driver is mounted to the die- finishes withstand extreme climate mounts to standard 3-1/2"to 4" cast housing for optimal heat conditions while providing optimal round and octagonal,4"square, sinking.LED thermal management color and gloss retention of the single gang and masonry junction system incorporates both installed life. WALL/SURFACE MOUNT boxes.Key hole gasket allows for conduction and natural convection POST/BOLLARD MOUNT adaptation to junction box or wall. to transfer heat rapidly away from Warranty LOW LEVEL MOUNT External fin design extracts heat the LED source.10W models Crosstour features a five-year INVERTED MOUNT from the fixture surface.One-piece operate in-40°C to 40'C 1-40°F to limited warranty. silicone gasket seals door and back 104°F).20W and 30W models box. operate in-30°C to 40°C[-22°F to 104"F).Crosstour luminaires DESt6�l16R1S ` '` DIMENSIONS C0 VS R I I V M tow&2ow 6-3/4°1171mm1 30W 8'1203mm1 CERTIFICATION DATA UL/CUL Wet Location Listed O IP66Ingress Protection Rated ADA Compliant LM79I LM80 Compllant ROHS Compliant ARRA Compliant DLC Ouall}ied Models Lighting FacWApproved �low&2ow LtOW&20w Title 24 Compliant 5-3/4'01W4&nml 36/69 yyi9TECHNICAL DATA 92mml 4(•C Maximum Ambient Temperature 6-518'1168mml 4°1102mm1 External Supply Wiring 90°C Minimum SHIPPING DATA: Approximate Not Weighr. 3.7-5.25 lbs.11.7-2.4 kgs.) ADHIII091 pc 2011-09.09 13:40:15 XTOR CROSSTOURLED ORDERING INFORMATION SAMPLE NUMBER: XTOR2A-N-WT-PCI Series FLED Kelvin Colors Ilotrsirq Color Options(specify.vohage)4 Atxaswryes s XTORIA-SM611030t,10W 1 _=Bright White =Carbon atonzelStapd4rd) PC1-Photocontrol 120 V WG/XTOR-Wireguard(fits both) XTOR2A=Small Door,2OW (Standard)5000K WT-Summit Whits PC2=Photocontrol 208-277 V XTOR3A=Large Door,30W 2N=Neutral Warm White,3500K Now.: 1 120V only XTORIA not avallab(e In 3WK. 2 Design Lights Consortium'ouellfied for wall mount applications(down mount onty). Consul)Design Lights Consortium website for other applications. 3 PC2 only available in 20W and 3DW rnodels. d PC1 and PC2 photo controls are factory installed.PC2 not available on XTORIA modelc. 5 Order WG.XTOR wire guard separately. STOCK ORDERING INFORMATION IOW Series 2OW Series 30W Series XTORIA-1OW,6000K,Carbon Bronze XTOR2A-20W,5000K,Carbon Bronze XT0113A=30W,5000K,Carbon Bronze XTORIA-WT�10W,50DCK,Summit White X7OR2A-N=20W,35WK,Carbon Bronze XTOR3A-N=30W,36WK,Carbon Bronze XTORIA-PC1-1OW,5000K,120V PC,Carbor Bronze XT0R2A-W7-20W,Summit White XTOR3A-WT=30W,Summit White XT0R2A-PCi=20W,120V PC,Carbon Bronze XTORA3A-PC1=30W,120V PC,Carbon Bronze ;> Days Quick-Ship 5-DAY QUICK SHIP ORDERING INFORMATION 1OW Series 20VV Series 30W Series X70R1A-VVT-PC1=10VV,5000K,Summit Whde,120V PC XTOR2A-PC2.2OW,5000K,208-277V PC,Carbon Bronze XTOR3A PC2=3OW,5000K,206-277V PC,Carbon Bronze XT082A-WT PCI 20W.5000K,Summit White,120V PC XTOR3A-WT-PC1-3OW,6000K,Summit White,120V PC X7OR2A-WT-PC2=20W,5DDOK,Summit White,208-277V PC XTOR3A-WT-PC2.3OW,5000K,Summit White,2CE-277V PC XTOR2A WWT=20W,3500K,Summit Whne XTOR3A-N-WT=30W,3500K,Summit White XTOR2A-N-PC1-2OW,3500K,120V PC,Carbon Bronze XTOR3A-N-PCI-30W,35DOK,120V PC,Carbon Bronze XTOR2A-N-PC2=20W,35GOK, 208-277V PC,Carbon Bronze XT093A-N-PC2=30W,3500K, 206.277V PC,Carbon Bronze XTOR2A-N-WTPCl=2OW,3500K,Summit White,120V PC XTOR3A-N-WT-PCl-30W,3500K.Summit White, 120V PC XTOR2AA-N-WT PC2=2OW,3500K,Summit White,208-277V PC XTOR3A.N-WT-PC2-3OW,3500K,Summit White.208-277V PC CURRENT DRAW XTORIA XTORZA XTOR3A 120V .13A 0.2A 0.3A 208V 0.1A 0.15A 240V 0.15A 0.15A 277V -- 0.15A 0.15A �Vic Lighting g�V t'fiFt NOTE" iii-vonsand di-ror.ns subject to ohartge without rwttee. A0H111D91 pc Visit our web site at www.cooperlighting.com 2011.09-09 13:40.15 www.cGoperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 X111 Series Photo Controls Project: Location: K4000 Series Product Type: Fixed Position Mounting Contact/Phone: The K4000 Series Fixed Position Mounting Photo Controls are thermal-type photo controls that fit into a standard outlet box, post Model #: lamp, or wall pack. The photo controls provide dusk-to-dawn lighting control along with a delay action, which eliminates loads switching OFF due to car headlights and lightning. The thermal-type controls feature a cadmium sulfide photocell and a sonic-welded polycarbonate case and {� v lens to seal out moisture. The design utilizes a dual temperature , compensating bimetal and composite resistor for reliable long life . operation over ambient temperature extremes. Features ` • Cadmium sulfide photocell ,i. • Sonic-welded polycarbonate housing and lens to seal out moisture • Delay action eliminates load switching OFF due to car head lights and lightning r • 9" leads • K4321 includes a weatherproof wall plate with a neoprene gasket • Most models equipped with a 5/e" - 18" threaded side mounting, locking nut and washer gasket Ratings Size: Plate(Model K4321 C) 4112" (11.4 cm)H x 2 3/" (7.0 cm)W K4021C,K4023C,K4035 Mechanism 1 5/,6" (3.3 cm)W x 1 13/,6 (4.6 cm)L x e .asveaavurawnari 1 9/,6 (4 cm) D Color: Gray Electrical Rating: See table Activation: 1-5 FC ON; 3-15 FC OFF Power Consumption: Averages under 1 Watt Operating Temperature: -40°F to 158°F(-40°C to 70°C) Shipping Weight: 1/4 Ib. (.11 kg); K4321C-%Ib. (.17 kg) Agency Listing: See table K4321C I Model Tungsten(Watts) Ballast(VA) Tungsten(Amps) Ballast(Amps) Volts Agency Listing Number K4021 1800 1000 15 8.3 120 UL,CSA K4023C 3100-4150 1700=2300 15 8.3 208-277 UL,CSA K4027 5205 28W 15 8.3 347 CAS,C/U5 K4035 7200 4000 15 $3 480 Norle>:. K4321C 1800 1000 15 8.3 120 CSA,C/US IrNTERMATIC' Energy Co-,trols 3-40 Loadclenters & Circuit BreakersCutler-Hammer January 2001 Vol.1,Ret.No.100561 Type BR Features, Benefits and Functions Extra 1-1/2-inch(38.1 mm) Tangential Standard 14-3/8 inches(365.1 mm)wide knockout for bundling of wires mainknockoutenclosures fit snugly between wall studs © ,J Same size Allen wrench can be used Drywall marking on enclosure r" E for phase and neutral lugs Commercial grade main breaker designed for straight-in wiring that allows for top or bottom feed Twin neutral design for easier wiring Factory pre-attached and balancing of the load,located in wireway,away from circuit breakers } neutral bonding strap Predrilled mounting holes for Maximum wiring gutter space for a ease of installing ground bar kits ease of wiring in compliance with i `�.. NEC requirements ° Maximum variety of concentric knockouts,at rear and sides One piece roll formed metal backpan with circuit breaker alignment notches assures accurately aligned breaker and bus stabs Combination trim has sliding latch r and adjustable deadfront for neat, Six mounting holes(three top, clean appearance three bottom)for ease of installation " BR2040B200 Product Selection Table 3-64.EIR Loadcenter Selection Chart Service ■ Single-phase,three-wire,1201240V AC ■ Three-phase,four-wire,208Y/120V AC ■ Three-phase,three wire,240V AC delta Short Circuit Current ■ 10,000 AIC:All single-and three-phase loadcenlers 70 ■ 25,000 AMC:All convertible and factory installed Rating through 225 amperes,8 to 42 circuits- single-phase loadcenlers rated 150 and 200 amperes ■ 22,000 AIC:All convertible loadcenters using 125 amperes using Type BWH main breakers. rated Type BRH main breakers or selected factory installed 125 ampere rated Type BRH main breaker. Main Breaker/Main Lug Single-Phase Three-Phase Loadcenters 2 Main Breaker:100,125,150,200,225,400,600 amperes. ■ Main Breaker:100,125,150,200,225,400.600 amperes. ■ Main Lugs:70,125,150,200,225,400,600 amperes. ■ Main Lugs:100,125,150,200,225,400,600 amperes. Convertible Loadcenters ■ Main Breaker:Single-phase up to 200 amperes and three-phase up to 225 amperes ■ Main Lugs:Single-phase up to 200 amperes and three-phase up to 150 amperes Branch Breakers ■ Types BR,BRH,and BRH;10 to 125 amperes.One-,two.,and ■ Type BO and BOC Multibreaker:15 to 30 amperes. three-pole.Selected amperages available in switching duty, Two of two-pole or one two-pole and two one-pole. HACK,shunt trip,and high magnetic setting, Takes two 1-inch(25.4 mm)spaces. ■ Type GFCB:15 to 50 amperes. ■ Type BRW:15 to 30 amperes. One-and two-pole ground fault breakers. Two-pole water heater breakers. ■ Types BJ,and BJH:125 to 225 amperes IN Type BRSN:15 to 30 amperes. Two-and three-pole. Two-pole switching neutral breakers. ■ Type BD Twin:10 to 50 amperes ■ Type BR 15 to 100 amperes. Two of one-pole.Take one 1-inch(25.4 mm)space. Two-pole,240V AC delta breakers. ■ BR-AFCI arc fault circuit interrupter. Enclosures ■ NEMA Type 1 indoor. ■ Meets or exceeds UL requirements for indoor or ■ NEMA Type 3R outdoor, outdoor applications Loadcenter and Breaker ■ Branch Circuit Breaker ■ Surge Protection Accessories Auxiliary components. Single phase plug-on surge protector. Hold Down Kits. Single-phase bottle type surge protector. Handle ties. Three-phase bottle type surge protector. Lockoffs. Single-phase whole home surge protector- Lockdogs. ■ Universal Rainproof Conduit Hubs ■ Complete Line of Ground Bar Kits 5,10,14,and 21 circuit, Group One: 3/4,1,1-1/4,1-1/2,2 inches some with additional f/210 lugs.Each terminal will 09.1,25.4,31.8,38.1, accommodate:(3)1114-#10 Cu/AI or(1)#14-#4 Cu/AI 50.8 mm) ■ Main and Sub-feed Lugs 125,150,225 amperes- Group Two:2,2-1/2,3 inches two-and three-pole. (50.8,63.5,76.2 mm) IN Shunt Trips Adapter plate. Bussing ■ Tin-plated aluminum as standard- ■ Some copper bus panels available. F,T*N For more information contact Cutler-Hammer at:www.ch.cutier-hammer.com/catalog CAT.200.013.E E.T•N Loadcenters.& Circuit Breakers 3-47 Type BR Loadcenters & Circuit Breakers January 2008 Loadcenter Product Selection Single-Phase—Main Circuit Breaker Laadeenters 10,000/25,000 Amperes Interrupting Capacity Table 3-70.Single-Phase,3-Wire—120/240 Vac—Factory Bonded Split Neutral Main Main Maximum Number Enclosure Box Wiring Diagram Wire Size Range Loadcenter Catalog Number with Price Breaker Ampere lanch(25.4 mm) Type Size Figure Number CufAJ Combination Cover U.S.S Type Rating Space Circuits 60°C or 75°C for Main Breaker BR 100 20 20 Indoor C2 68 #4-110 BR20208100 10 kAIC 100 16 24 Indoor C1 69 BRt6248100 BWH 150 30 30 Indoor GI 70 #2-300 kcmil BR3030B150 25 kAIC 200 20 40 Indoor D1 71 #2-300 kcmiI BR204OB200 200 30 40 1 ndoorG1 72 BR3040B200 200 40 40 Indoor Li 70 BR40408200 Combination style covers may be used in surface or flush applications. Note:All main circuit breaker loadcenters are listed for use as service entrance equipment.Loadcenters are factory bonded for service entrance applications.Remove bonding strap for separate neutral and ground bars for sub-feed applications Table 3-11.Single-Phase 3-Wire—120/240Vac— Insulated/Bondable Neutral Main Main Maximum Number Enclosure Box Wiring Diagram Wire Size Range Loadcenter Catalog Number with Price Breaker Ampere I•Inch(25.4 mm) Type Size Figure Number Cu/Al Combination r�u Or NEMA Type 3R Cover U.S.$ Type Rating Spaces Circuits 60°C or 75°C for Main Breaker BR 100 8 16 Indoor 81 17 #4-1/0(3) BR8168100 10 kAIC 10 20 Indoor Al 65 BR1020610OS11 10 20 Indoor Al 65 BR1020B10OF11 10 20 Outdoor B2R 59 BR1020B10ORF^'s- 12 12 Indoor B2 5 BR1212BI00 12 24 Outdoor 827 17 BR12248100R v 16 20 Indoor C1 60 BRI6208100 16 24 Outdoor CIR 24 BR16248100RC` 20 24 Outdoor C3R 10 BR20246100R(P 30 130 Indoor © lot V 125 16 24 Indoor Cl 24 94-2/0 BR1624B125 20 24 Indoor C1 10 BR20246125 20 24 Outdoor C313 10 BR202413125R 0 BRH O 100 20 24 Indoor C2 10 4210-300 kcmil BR2024H1000 22 kAiC i BWH q, 150 8 16 Outdoor C3R 18 #2-300kcmil BR816B150RF @•` 25 kAIC 16 30 Indoor C4 25 BR163OB150 20 30 indoor C4 26 BR203OB150 20 30 Outdoor D1R 26 BR2030B150R U 20 40 Indoor D1 29 BR20408150 20 40 Outdoor D1R 29 BR2040815M 1 24 30 Indoor G1 27 M4308150 30 30 Outdoor G1R 28 BR30308150R(i) 30 40 Indoor G1 30 UR30408150 200 4 8 Outdoor 8R 46 #2-300kcmil BR4813200131'CY+§ 8 16 Outdoor C3R 18 BR816820ORF01(i) 16 32 Indoor C4 29 BR163213200 20 40 Outdoor D1R 29 81320408200R O 24 40 Indoor G1 61 BR244OB200 30 40 Outdoor G1R 30 BR3040B2DORCJ 40 40 Outdoor LIR 28 BR40408200R 225 42 42 Indoor I L2 31 #1-250 kcmil BR4242BZ25 42 42 Outdoor L2R 31 BR4242B225R G Combination style covers may be used in surface or flush applications. :t Wire range size for BRI02OR100SP is#6-#1 Cu/Al. O Includes through-feed lugs for both phase and neutral conductors. C' Rainproof panels are furnished with hub closure plates.For rainproof hubs,refer to Page 3-63. 1)See Copper Bus Offering,Page 3-55. 22 MC series combination rating is obtained when Types BD,BR,60,BOC and GFCB 10 kAIC branch breakers are used in series with Type BRH main breaker. 25 kAIC series combination rating is obtained when Types BD,BR,BQ,BQC and GFCB 10 kAIC branch circuit breakers are used in series with Type BWH main breaker. r' Supplied with adapter plate to use DS Groupl hubs on Page 3-63.If 2.50-inch(63.5 mm)hub is needed,remove adapter and use ARP00007CH25 hub. Neutral is bonded—suitable for service entrance only—cannot be converted for sub feed application. Note:All main circuit breaker loadcenters are listed for use as service entrance equipment and are shipped with neutral bonding strap preattached.The maximum rating of the panel is the main circuit breaker rating when used as service entrance equipment.Ground bar kits priced separately.See Page 3.64. Box Sizes ............. Pages 3-77 through 3-79 Discount Symbol....... 22C CAOBIU1001 E For more information visit:www.eaton.com 2902-28007 2902-28735 2902-2874 Bradleyle Adjustable Motor,Adjustable Sensor-Operated Warm Air Hand Dryer Recommended for very high traffic areas. o� ❑ Standard Model 2902-280000 (cast iron white porcelain) Bra dr�r� � c&US LISTED CE ❑ Standard Model 2902-287300 (steel-white epoxy) Broder° rl-51'e• r2ftml EJStandard Model 2902-287400 (stainless steel-satin finish) Brodor® o02 91" rz •"; Product Materials 2902.2800 COVER: 3/16' 5 mm)thick ow-piece cast iron;while porcelain ename'coatin . fl8imm) 2902-2873 COVER: 1/16'(1.5mm)thick one-piece steel;white epoxy finish. 2902-2874 COVER: 1/16'(1.5mm)thick one-piece stainless steel;satin finish. �trx�f Cover fixed to the base plate with two vandal-proof lock screws and lock with special key wrench. ADJUSTABLE MOTOR: universal-type with high-speed,universal brush,fully adjustable(3,800-8,200 RPM)potentiometer,Class A;Aluminium centrifugal double asymmetrical inlet fan wheel;aluminum scroll Model 2902 260000 fan and safety thermal cut-off. HEATING ELEMENT: waved wire NiCr healing element mounted on a mica frame that incorporates a self resetting thermal cut-off at 302"F. "'�` rrneRm> ADJUSTABLE SENSOR OPERATION: electronic infrared detection sensor with fully adjustable(2'-8') 4' ¢�N. potentiometer. Includes polycarbonate viewing windows.Automatic shut-aft after 60 seconds. j102i"^� tmmt BASE PLATE: 1/8'(3 mm)thick aluminum,with four 0 5/16"(8 mm)holes for wail mounting.Includes silent blocking to dampen mechanical vibrations. Guide Specification Surface-mounted ADA-compliant hand dryer shall have a thick cast iron cover with while porcelain enamel coating(2902-28W)or steel cover with white epoxy coaling(2902-2873)or stainless steel cover with satin finish(2902-2874).band dryer shall include aluminium base plate,fully adjustable(2'-8')infrared sensor potentiometer and fully adjustable(3800-8200 RPM)universal-type motor potentiometer with resilient mounts and sealed,lubricated ball bearings.Dryer shall operate at 64-70 dB while delivering 43-70 CFM of air at 106OF-111°F(41°C-440C)and 4,920-9,840 LFM velocity during user-controlled drying cycle.Dryer Models 2902-287300 and 2902-287400 shall have a total power of 800-1,150 W(1.07-1.54 Hp)with a consumption of 9 5-4 8 A Alldmenvons 4, Overall dimensions: 10.1/2"H x 11.1/2"W x 4"0(267mm x 292mm x 102mm). Weight:7.9 Ib(3.58 kg) Operation Place hands 3'-6'below nozzle to activate air flow.Dryer will Product Specifications stop two seconds after hands are removed from air flow. Voltage: 10)-120 V,208 V,220-240V Consumption: 9.5-4.8A ADA Compliant Motor: 1/3 HP(250 W) RPM: 3,800-8,200 Nominal ower: 1,150 W 1.54 H Heating element: 900 W 20 H l Consult local and national accessibility codes for proper P { P) 9 (� P) installation guidelines. Effective airflow: 36-58 CFM Nominal airflow: 43-70 CFM 15 Conformity and compliance to local and national codes is Noise level at 79': 64-70 dB Airspeed: 4,920-9,840 LFM the responsibilly of the installer. Frequency: 50/60 Hz Insulation: Grounding required Temperature(at 4' 1061-111°F(41°C-44°C) Certificates: UL 4991 CSA C22.2/ distance/70°F): VDE GS/VDE EMC Drying time. 10-15 seconds Mounting: Surface.ADA-compliant Protedior level: IP23 Splash Protection Washroom Accessories Document No.8256 Orders composed of products indicated as lMwdl will be available to ship in three days 20e Falls,Bradley Corporation atter receipt of order at the factory.There is no pricing penally for this service from Bradley. P P.O.Box 309,Menomonee ) a.2 2.252-0309 hone:e00.BRA0LEY(800.272.3539) Fax.262253.x161 This information is subject to change without formal nonce. 12-2-2006 bradleycorp.eom www.king-elecfxic.com wall heater LP1N SERIES PIC-A-WATT® FAMILY/1250 or 4500 WATTS!FAN-FORCED/BEST C�Ll E41422 FEATURES: 1 1 e o Pic-A-Watff Element •Built-in 1-Pole unit-mount Cast Iron Motor thermostat,40°-90'F R Aluminum Fan,5-Blades operating range o Moderate Sound •Retrofit grille •Surface wall box •Multiple wattage •Color:almond(-A) •Selector switch- •Tamperproof controls Fan/Heat/Off •Ceiling model(refer to index) •20 gauge powder-coated grille --- With a wattage range up to The high quality built-in •Standard color:bright white 450OW the LPW picks up where thermostat has degrees on the •Safety light illuminates when the PAW leaves off.This is our most label so temperature selection is easy thermal cutout trips turning off popular large wall heater,used in and accurate. when limit resets y •Safety limit turns off power to both residential and commercial element if it overheats then applications. automatically resets Standard with a rotary •20 gauge electrogalvanized - 3-position selector switch,it has a fan delay to help dissipate heat steel recess can with from the steel plate fin elements groundwire approved for direct thereby prolonging heater life and contact with building insulation Pic-A-lNatt Increasing energy efficiency. ENGINEERING SPECIFICATIONS: Contractor shall supply and Install LPW Series wall surface-mounted Fan /Heat/Off Switch: 3-position switch provides heating and forced-air electric heaters manufactured by King Electrical Mfg.Company, summer fan-only operation.The DPST off switch provides a"positive of the wattage and voltage as indicated on the plans. off"that disconnects all ungrounded conductors. Safety Limit:The thermal cutout turns off power to the heater in the Motor: Heavy-duty,cast iron, unit bearing,permanently lubricated with event of overheating and automatically resets when temperature 20cc oil reservoir,1440 RPM.Enclosed impedance protected with intake returns to normal. air cooling motor for increased bearing life. Safety Light:Illuminates when the thermal cutout trips and turns off Fan:High efficiency,dynamically balanced 5-blade aluminum fan.185 CFM. when the limit resets. Elements: Flement assemblies shat! be non-glowing design. Element Walibox: 20 gauge electrogalvanized steel with factory installed assemblies shall consist of three steel sheathed heating tubes in a groundwire.Minimum 4"clearance to floors and 6"to sidewalis.Zero furnace-brazed, plate-finned, block design, Each sheathed tube shall clearance to combustibles in the wall. contain coiled Ni-Chrome wire,embedded in an insulator of Magnesium Grille:20 gauge steel finished in a gloss white powder-coated paint. Oxide. The element assembly shall provide a minimum of seven (7) Options: 1-Pole built-in thermostat 45-80°F operating range,retrofit possible wattage configurations available for selection during field grille and surface walibox. installation.The use of external resistors,diodes,or other weak links to Approvals:UL(E41422),ETL obtain multiple wattages will not be accepted. King Electncal Manufacturing Company ; 9131 10th Avenue South,Seattle,WA 98108 / phone 206.762.0400 ; tax 206.763.7738 ik� mm.king-electdc.com 11 11 1 LPW2445-T-A-OG " � s LPW Series 1250.12 500 240 4500 Volts 1750.2000• LPWt 227 18129 Watts 2250.2750 T Thermostat . (Ophn50 onaQ 3000.2750 3250- A Color 3500-3750- LPW2045 18165 LPW2445 18162 OG Retrofit Grille 4000.4500 2000.3000• �' LPW2740 t 6167 Standard Color: Bright White �00� as shown:LPW2445-T Interior and Gree orvy(no wall w) 15 H stem Orly(no wall can or gnike) 15 z A Grille-Alnwnd 19 qs -03 Retrofit Grille 24 -T factory krstalled Single Pole Thermostat 19.5 NIC) ^iy . {_}{) LPW&LPWA INSTALLATION MR114G DIAGRAM " ) x FOR REMOTE THERMOSTAT 1 THERMOSTAT UNC Recess Wall Can 12590 6.5 O LWSA Surface Can-White 12599 1.5 HEATER LANM-A Surface Can-Almond 12595 7.5 LPWG Grille-White 18171 4.5 °V LPWG-ALMOND CrNle-Amond 18285 4.5 LPWOG 21116"H x 1514'W Oversized Grille 16159 6 1,PWOG-x1 2136"H x 1614"W Overized GrYle 18184 6.5 LPW Tamperproof Cover for Controls 18174 1.5 39"x 3)4"x 1836" LPW themrostat Power must be routed to treater first.Men to remote LPT-1 SWIs Pole Siple Throw 18155 .6 Replacement Themostat thermostat.This is due to the tan delay circuit needed to cool the elements on shutdown. NO 1 © 13. r4► a1 I r, Ko. K — - LANSA-Surface Can-White LPWOG-XL-Oversized Grille LPW-TPC-Tamperproof Cover for ControlsBack o1 Can xo. -- 2136"H x 161'1"W 3Y"x 314'x 1184"{attaches to front cover) 20K' Right Side Zero clearance to insulation Grill Depth-3/4" r =' 10"above floor L. s6 KA_ 01'. IPWOG-Oversized Grille ti"from adjacent wall Top of can 213:•H x 15)6"W King Becthcal Manufacturing Company / 9131 10th Avenue South,Seattle,WA 98108 phone 206.762.0400 / tax 206,763.7738 ,r » R(4MTEC 7�.6-7- ACCESSORIES Data sheets to follow. Technical Data BREYnKRAuSEI',� D-78XX—XX 1 1 /2" STRAIGHT GRAB BAR /8" I — I R2�/4,. 03 COVER „w FLANGE "A" Dim. BAR LENGTH FLANGE BAR # (LENGTH) FINISH GRIP 153 D-78 — XX — XX — XX BAR (LENGTHS) 25//16 12 18" _SS SATIN STAINLESS E —SS—P SATIN STAINLESS WITH PEENED SAFETY GRIP —21 30' —BS—P BRIGHT STAINLESS WITH PEENED SAFETY GRIP —SS—K SATIN STAINLESS WITH KNURLED SAFETY GRIP —BS—K BRIGHT STAINLESS WITH KNURLED SAFETY GRIP 015/65 ,`, —PC POWDER COAT — SPECIFY COLOR 64 16 36' PEENED AND KNURLED GRIPS WILL FLANGE DETAIL BE APPLIED TO STRAIGHT SECTION OF GRAB BAR ONLY. Construction: TUBING: 1Y2" X 18 GAUGE, STAINLESS STEEL. MANDREL BENT TUBE ENDS PASS THROUGH FLANGES, TIG WELDED TO FORM A SINGLE STRUCTURE UNIT. WALL CLEARANCE IS 1Y2" *YB". FLANGES: 14 GAUGE, STAINLESS STEEL WITH (2) 015/4" HOLES FOR ATTACHING TO WALL. COVERS: 22 GAUGE, STAINLESS STEEL, 03" X 746" DEEP. EACH COVER SNAPS OVER FLANGE TO CONCEAL MOUNTING SCREWS. STRENGTH: BREY--KRAUSE GRAB BARS WITH 1Y2" WALL CLEARANCE MEET AND EXCEED ADA LOAD REQUIREMENTS OF 250 POUNDS WHEN PROPERLY INSTALLED. CAUTION: A GRAB BAR IS ONLY AS STRONG AS THE ANCHORING DEVICES AND THE WALL ON WHICH IT IS MOUNTED TO. Installation: SECURE GRAB BAR TO WALL WHERE ADEQUATE IN—WALL BACKING EXISTS. POSITION BAR HORIZONTALLY SO THAT THE GRIPPING SURFACE IS 33" TO 36" ABOVE FINISHED FLOOR. USE GRAB BAR AS TEMPLATE TO LOCATE MOUNTING HOLES. DRILL HOLES AND SET ANCHORS. MOUNT GRAB BAR TO WALL AND SECURE MOUNTING SCREWS. SNAP COVERS OVER FLANGES. GRAB BAR MOUNTING KITS ARE AVAILABLE. Guide Specification: STAINLESS STEEL GRAB WITH CONCEALED MOUNTING FLANGES AND SNAP ON COVERS IN SIZE AND CONFIGURATION INDICATED. Brey-Krause Manufacturing The manufacturer reserves the right to make changes in Cc..)Copyright 2005 1209 West Lehigh Street,Bethlehem,PA 18018 design and material without formal notice and without Phone:610.867.1401 Fax'610.866.1433 incurring obligation Brey-Krause Manufacturing www.breykrause.corn 81OR r As%= : 583 Seat Cover Dispenser ❑ Model 583 — Surface-Mounted Bre dv& ®500 Capacity q. ANS Product Materials COVER:22 gauge stainless steel with exposed surfaces in architectural satin ' finish.Welded construction with burr-free edges,full length piano hinge and tumbler lock keyed like other Bradley units. BACK:stainless steel. Capacity 5D0 standard single-fold or half-fold toilet seat covers. u'� Operation Cabinet bottom hinged for easy filling.Unit has spring clip dispensing mechanism. Installation > 2W Verify all rough-In dimensions prior to inslallation. (60mm) Secure unit to wall or toilet partition with mounting screws(included)through mounting holes. 514" Guide Specification t (133mm) Surface-mounted toilet seat cover dispenser shall be 11 Yrs" fabricated of 22-gauge stainless steel with exposed (292mm) surfaces in satin finish with welded construction.Door with piano hinge and tumbler lock.Capacity 500 toilet �—31A" seat covers. T (79mm) Overall dimensions:15"W x 111h"H x 21/,"O. 15" 6" C&ADA Compliant (381 mm) 4%' (152mm) ® Consult local and national accessibility codes for Dim."A" (111mm) proper installation guidelines. to finished ® Conformity and compliance to local and national floor codes is the responsibility of the installer. Dim."A"Key Surface: For Dim.'A' Top of Unit Bottom of Unit Top of seat cover 48'(1219mm) 50'(1270mm) 38%(981 mm) opening to finished floor 45'(1143mm) 47"(1194mm) 359'x'(904mm) 42'(1067mm) 44"(111 8mm) 3294'(828mm) 40"(1016mm) 42'(1067mm) 30`rfs'(777mm) Rough wall opening: Surface Mount: No rough opening,see overall dimensions Washroom Accessories Document No.8550 Orders composed of products indicated as fulls¢°will be available to ship in three days ®2011 Bradley Corporation P.O.Box 309,Menomonee Falls,WI 53052-0309 after receipt of order at the factory.There is no prlcinp penalty for this service from Bradley. Phone:800.BRADLEY(800.272.3539) Fax:262.253.4161 This Information is sub)ect to change without notice. 1-20-2011 bradleycorp.com .1. gg w KROWN �P 1/32"raised-tactile graphic with 6" minimum height. Text and symbol colors contrast with background colors. W-resistant, matte,eggshell,and non-glare finish. 1/32" raised letters, 5/8" high uppercase Sans Serif typestyle. Grade If Braille matches background color and LT Am is positioned directly below text. A..�Ltl!? Agl�1-A!I d. �gNlatory Signs [B" x B") MEN'S RESTROOM MENASA wOMEN'SRESTROOM WOMEWISA RESTRWM REST110011111ft:: r. 42385201 BL ck 42385207 B" 12385203 Black 92385209 Back 42385205 Black P2365211 Bt3ck 12385228 Gray 42385231 Gray 12385229 Gray 12385232 Gray 92385230 Gray 92385233 Gray 02385202 Brawn 12365208 Brawn 02385204 Brawn 12385210 Brown 12385206 Brown 12385212 Brown }: 42385219 Bk* 12385222 Blue 42385220 Bk+e k2385223 Biue 12385221 Bkre 023W24 OW S: INTERNATIONAL SYMBOL 1: STAIRS NO SMOKING OF ACCESSIBILITY IN CASE OF FIRE UNISEX RESTROOM UNISEX RESTROOMASA G 42365217 Black 12385215 Black 02424801 Blanc 92424401 BW 42385240 Black /2385236 Biack 02385235 Gray 92385234 Gray 42424804 Gray 12424404 Gray h2385243 Gray 12385239 Gray 12385216 Browm #2385216 Brawn 42424802 Brown 12424402 Brown 42385241 Brown 02385237&awn 12385227 Blue 42385226 B!uo P2424803 Blue 02424403%A #2385242 Bkre P2385238 Sue D W=LWty Signs t: CALIFORNIACODE CALIFORNIA CODE MEN'S RESTROOM WOMENS RESTROOM CAL CODE �9tif0(rl(a RFSTRCI,,V/UK 5E7x t GRAY — 12481601 Blick 02481701 Black 12392701 Buck 02392705A+thGray 02481604 Gray 42491704 Gray 92392702 Cray(sh)wnt 02392706 wlwo /2401602 Brown 12481702 Brawn 02392703 Beige #2392707 Blue 02401603 Blue 12461703 Biuc #2392714 Brown ATTACHMENT J SUMMER LAKE PARK SITE UTILITIES PLANS (EROSION CONTROL,GRADING,UTILITIES)