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Five Star Builders ~ CP15009 CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM (THIS FORM MUST ACCOMPANY EVER Y CONTRACT Contract Title: Tigard Library Automated Materials �O Handler Site Improvements Number: Contractor: Five Star Builders Contract Total: $37,063.64 Contract Overview: Perform construction work at Library to accommodate installation of the Automated Material Handler. Including; electrical,modifications to counters and walls, installation of new ADA approved sidewalk and exterior awning with lighting. Initial Risk Level: ❑ Extreme ❑ High ® Moderate Low Risk Reduction Steps: Ensure work area is property cordoned off and work area is clearly marked. Any and all pedestrian and vehicular traffic is safely directed away from area during the construction period.ADA requirements vetted with architectural firm of Kerry Vanderzanden. Specific protocols for dust mitigation and patron exposure included in contract and addressed in pre- construction meeting Risk Comments: Risk Signature: Contract Manager: Kevin M. Cole Ext: 2588 Department: PW Type: ❑ Purchase Agreement ❑ Personal Service T General Service ublic Improvement ❑ IGA ❑ Other: Start Date: Upon Signatures_ fn�dDate: 6/30/2015 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Five Star Builders $37,063.64 Centrex Construction No Response Robinson Construction No Response Howard S Wright Construction No Response Account String: Fund-Division-Account Work Order—Activit;Tyke Amount Year 1 100-5000-56006 $37,063.64 Year 2 Year 3 Year 4 Approvals - LCRB Date: Department Comments: Department Signature: Purchasing Comments: Purchasing Signature: City Manager Commen 2- City Manager Signature: After securing all required approvals,forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. I C� i5 CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT TIGARD LIBRARY AUTOMATED MATERIALS HANDLER SITE IMPROVEMENTS THIS CONTRACT, made and entered into this 18'' day of May,2015, by and between the City of Tigard, a municipal corporation of the State of Oregon,hereinafter called "City" and Five Star Builders, 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,in consideration of the promises and covenants contained herein,the parties hereby agree as follows: TERMS OF AGREEMENT 1. Services Contractors services under this Agreement shall consist of the following. A. Modification to the existing book check-in area B. New wiring circuits for AC power C. Partial removal of a built-out wall D. Drywall and painting to match existing E. New opening in brick exterior wall F. Installation of an exterior awning G. Installation of an ADA sidewalk H. Work to be performed when library is closed to the public I. Close coordination with owner,owners representative and equipment provider 2. Prevailing 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 11Page Construction Contractors Board as required under Oregon PWR 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. 01y's Representative For purposes hereof, the City's authorized representative will be Kevin Cole, Fleet and Facilities Supervisor,who can be reached by email at kevinc&a tigad=or.gov. 5. Contractor's Representative For purpose hereof, the Contractors authorized representative will be Terry Brown who can be reached by telephone at(503) 324-5220 or by email at te=Qfive-star-builders.com. 6. Contractor Identification Contractor shall furnish to the City the Contractor's employer identification number, as designated by the Internal Revenue Service,or Contractor's social security number,as City deems applicable. 7. Compensation A. Progress Payments: City agrees to pay Contractor an amount not exceeding Thirty Seven Thousand Sixty Three and 64/100 Dollars ($37,063.64) 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, 2 1 P a g e 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 3 1 P a g e 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. 8. 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 terns 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 full 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 performance 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. 9. Subcontracts-Assignment&Delegation 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. 4 1 P a g e 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. 10. 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 Contractors 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 Contractors 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. 5 1 P a g e 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). 11. DDr g 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 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. 12. 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 Contractors 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. 6 1 P a g e 13. Ealy 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. 14. 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 parry 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. 7 1 P a g e 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 attomey fees, and other costs of litigation at trial and upon appeal. 15. 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. 16. Work is Property of City All work performed by Contractor under this Agreement shall be the property of the City. 17. Adherence to Law A. Contractor shall adhere to all applicable laws goveming 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 Govemmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work: 8 1 P a g e 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 9Page ➢ 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 18. Changs 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. 19. 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. 20. 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. 101Page 21. 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. 22. Attorney's Fees In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing parry 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. 23. Governing 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. 24. ConIIict 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. 25. 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. 26. 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. 111Page 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. 121Page 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 determine 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. I. 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. 131Page 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. 27. 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 FIVE STAR BUIIRS,INC. Attn: Kevin Cole,Fleet and Facilities Super. Attn: Terry Brown Address: 13125 SW Hall Blvd Address: PO Box 555 Tigard,Oregon 97223 Banks,Oregon 97106 Phone: (503) 718-2588 Phone: (503) 324-5220 Email: kevincna.tiQard-or 2 v Email: teriy@five-star-builders.com 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. 28. 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 29. 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. 30. Severability 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. 141Page 31. Demolition—Salvage and Recy�Lng As required by ORS 279C.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 32. Com fete Amernent This Agreement, including the exhibits, 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 FIVE STAR Bun DERs,I By: Marty Wine,City Manager By: Authorized Contractor Representative �• 2�v •zol� GP_ 6- eD �� /��y�'S /D' Date Date 151Page ATTACHMENT A PERFORMANCE BOND CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT TIGARD LIBRARY AUTOMATED MATERIALS HANDLER SITE IMPROVEMENTS Bond Number:SSB0423084 Project Name:Tigard Library Automated Materials Handler Site Improvments RLI Insurance Company (Surety #1) Bond Amount No. 1: $37,063.64 (Surety#2)* Bond Amount No. 2:* $ If using multiple sumties Total Penal Sum of Bond: $37,063.64 We, Five Star Builders, Inc as Principal, and the above identified Surety(ies), autliorized 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)Thirty Seven Thousand Sixty Three dollars and 64/100 (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, '!HEREFORE, THE CONDITION OF THIS BOND IS SUCH that if the Principal licreirr :iil,all 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. 161Page 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 20th day of May ,2015 PRINCIPAL:Five Star Builders, Inc Signature G P.e&oe_ V I &�S rinteIf d ame&Title Attest. N&t' SURETY:RLI Insurance Company (Add signaturrs for each surrty if using multiple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each mmy bond) Jenifer McCormick Attorney in Fact Nam to re 1521 SW Salmon St _ Address Portland OR 97205 City State Zip (503)227-1771 Phone Fax 171Page R"® RLI Sure P.O.B P.O.Boxx 3 3967 1 Peoria,IL 61612-3967 POWER OF ATTORNEY Phone:(800)645-2402 1 Fax:(309)689-2036 RLI Insurance Company www.rlicorp.com Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company,a(n)Illinois corporation,does hereby make,constitute and appoint: James S.Ewald-Caralee Aho Marc B ker Jenifer McCormick,-jointly or severally in the City of_ Portland State of Orevon its true and lawful Agent and Attorney in Fact,with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds,undertakings,and recognizances in an amount not to exceed Ten Million Dollars($10,000,000)for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company,and now in force to-wit: F"Allbonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate e of the Company by the President,Secretary, any Assistant Secretary, Treasurer,or any Vice President,or by such other ers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the surer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the e of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 29th day of May 2013 ``��O, CF/co''% •,.. .. ,y, RLI Insurance Company Po .-. Roy C.Die L') State of Illinois V , •,,. � Ice President County of Peoria J} SS �''',:[�r!IN10�`?..```��` CERTIFICATE On this 29th day of Mu 2013 , before me, a Notary Public, I, the undersigned officer of RLI Insurance Company, a stock personally appeared Roy C. Die , who being by me duly swom, corporation of the State of Illinois,do hereby certify that the attached acknowledged that he signed the above Power of Attorney as the aforesaid Power of Attorney is in full force and effect and is irrevocable; and officer of the RLI Insurance Company and acknowledged said instrument furthermore, that the Resolution of the Company as set forth in the to be the voluntary act and deed of said corporation. Power of Attomey, is now in force. In testimony whereof, I have hereu,qtg set my hand and the seal of the RLI Insurance Company this 40 ,day ofMo_s IE, RLI Insurance Company Jacqu ine M.Bockle Notary Public "OFFICIAL SEAL" Ro C.Die rueuc JACQUELINE M.BOCKLER y Vice President sr�re of �« COMMISSION EXPIRES 03119/14 yyy 6665699020212 A0059411 ATTACHMENT B PAYMENT BOND CITY OF TIGARD,ORF,CA)N PUBLIC IMPROVEMENT CONTRACT TiGARD LIBRARY AUTOMATED MATERIALS HANDLER SITE IMPROVEMENTS Bond Number:SSB0423084 Project Name:Tigard Library Automated Materials Handler Site Improvments RLI Insurance Company (Surety #1) Bond Amount No. 1: $37,063.64 (Surety #2)* Bond Amount No. 2:* $ *If using multiple suietres Total Penal Sum of Bond: $37,063.64 We, Five Star Builders, 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)Thirty Seven Thousand Sixty Three dollars and 64/100 (Provided, that we the Sureties bind ourselves in such sum ")ointly 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 181Page 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 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 20th day of May — 2015 PRINCIPAL:Fi e Star Builders, Inc By: Signature Printed Name&Title Attest: SURETY•RLI Insur4nn7ce Company Odd signatures for each surety if using multiple bonds) BY ATTORNEY-IN-FACT: (Ponwet�of-,4itorney must accompany each surety bona) ifer McCormick,A#zmey in Fact Name Signa,fure 1521 SW Salmon St Address Portland OR 97205 City State zip (503)227-1771 Phone Fax 191Page R" R''S"�ry POWER OF ATTORNEY P.O.Box 3967 � Peoria,IL 61612-3967 Phone:( 5-2402 1 Fax:(309)689-2036 www.rlicorp.coorp.com RLI Insurance Company Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company,a(n)Illinois corporation, does hereby make,constitute and appoint: James S.Ewald.Caralee Aho-Marc Baker Jenifer ck io>yntly or severally in the City of Portland State of Oregon its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds,undertakings,and recognizances in an amount not to exceed Ten Million Dollars($10,000,000)for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company,and now in force to-wit: "All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other i officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF,the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 29th day of May 2013 CFooA,, RLI Insurance Company UOI PORA�E SEAL/ State of Illinois Roy C.Die Vice President SS County of Peoria 1011 Nll"O" CERTIFICATE On this 29th day of May 2013 , before me, a Notary Public, I, the undersigned officer of RLI Insurance Company, a stock personally appeared Roy C. Die , who being by me duly sworn, corporation of the State of Illinois, do hereby certify that the attached acknowledged that he signed the above Power of Attorney as the aforesaid Power of Attorney is in full force and effect and is irrevocable; and officer of the RLI Insurance Company and acknowledged said instrument furthermore, that the Resolution of the Company as set forth in the to be the voluntary act and deed of said corporation. Power of Attorney, is now in force. In testimony whereof, I have hereui)to set my hand and the seal of the RLI Insurance Company this 20 day of �C. RLI Insurance Company Jacqu me M.Bockle Notary Public "OFFICIAL SEAL"ffTZjCQUELINE M. BOCKtER Roy C.DVice President OF MMISSION EXPIRES 03/19/14 3665698020212 A0059411 ATTACHMENT C SCOPE OF WORK CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT TIGARD LIBRARY AUTOMATED MATERIALS HANDLER SITE IMPROVEMENTS 1. Background The City of Tigard intends to install an Automated Material Handler (AMH) in the City of Tigard Library located at 13500 SW Hall Blvd. Tigard Oregon 97223. To accommodate the installation of the AMH, modifications will be made to the interior and exterior of the property. 2. Scope of Work The following is an overall but not conclusive scope of work. Details of the project are included in this packet. • Modification to the existing book check-in area • New wiring circuits for AC power • Partial removal of a built-out wall • Drywall and painting to match existing • New opening in brick exterior wall • Installation of an exterior awning • Installation of an ADA sidewalk • Work to be performed when library is closed to the public • Close coordination with owner, owners representative and equipment provider • Contractor will be required to submit proof of required insurance upon Quote submittal • Contractor is responsible for all applicable permits and associated costs 3. Drawings and Additional Information The following drawings are attached for this project (Attached and included as Exhibits): • Tigard Library AMH Equipment Drawings • Structural Calculations • Topographic Survey • Book Portal (Book Drop) Drawings • Library Construction Drawing A2.1 • Library Construction Drawing A3.1 • Library Construction Drawing E3.1 20Page ATTACHMENT D CONTRACTOR'S PROPOSAL CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT TIGARD LIBRARY AUTOMATED MATERIALS HANDLER SITE IMPROVEMENTS 21 jPage FIVE STAR BUILDERS, INC General Contractor OR CCS# 93298 WA# FIVESSB929CK P.O. Box 555 Banks,OR 97106 503-324-5220 Fax 503-324-0883 Estimate / Proposal Project: Tigard Library New Book Portal Date: 5/11/2015 Job Site: 13500 SW Hall Portland, OR. Contact: Joseph Barrett Five Star Estimate## E-Mail josephtiqard-or.ciov Quoted By Terry Brown Phone Number 503-718-2477 Office Ph. 503-324-5220 Fax 503-684-7279 terry(a)five-star-builders.com Scope of work _ Work involved with the new book drop as listed below. Description lQuantityl Unit I Price Total Subtotal Division 01 General Requirements 0;00 Storage Trailer 1 MO 125.00 125.00 Portable Toilets 1 MO 185.00 185.00 Dumpster 1 MO 600.00 600.00 Mobilization 4 HRS 105.00 420.00 Project Management 16 HRS 75.00 1,200.00 Superintendent 80 HRS 55.00 4,400.00 Job Cleanup 1000 SF 0.45 450.00 Final Clean 1000 SF 0.38 380.00 Division 02-Existing Conditions $2,050.00 Utility Locates 1 LS 250.00 250.00 Remove 7"Diameter Tree 1 EA 100.00 100.00 Remove Tree Stump to 1' Below Grade 1 EA 100.00 100.00 Clearing and Grubbing 150 SF 1.50 225.00 Cut Hole in Existing Partition Wall 2 SF 15.00 30.00 Remove Existing Framing and Drywall 106 SF 5.00 530.00 Cut Opening Thru Exterior Brick Wall 12 SF 25.00 300.00 Cut Drywall Out for C Channel 3 SF 15.00 45.00 Dust Control 1 LS 250.00 250.00 Cut Stainless Steel Flange at Existing Book Retum 1 LS 95.00 95.00 Cut Hole in Existing Granite Countertop 1 LS 125.00 125.00 Division 03-Concrete 1/Not Used) �' L Division 04-Masonry $ 00 Patch and Grout Brick as Required 1 LS 500.00 500.00 Division 05-Metals 118"Aluminum trim to Match Storefront 17 SF 12.50 212.50 C3 x 3.5 Channel 8 LF 16.00 128.00 L4 x 4 x 1/4 Lintel 3 LF 16.00 48.00 Aluminum Metal Awning 1 LS 5,600.00 5,600.00 Aluminum Metal Awning Installation 1 EA 1,200.00 1,200.00 Division 06-Wood, Plastics, and Composites 1 1/2" MDF Trim 14 LF 12.00 168.00 Division 07-Thermal and Moisture Protection $2fj1 10 ml Under Bldg. Slab Vapor Barrier 147 SF 0.25 36.75 Foam Insulation 1 LS 75.00 75.00 Caulking 1 LS 150.00 150.00 Division 08-Openings (Not Used) Division 09-Finishes $2,975.00 16 GA. 6" Metal Stud Framing 30 SF 12.75 382.50 5/8"Drywall (Patching) 130 SF 4.75 617.50 Rubber Base 30 LF 4.75 142.50 Interior Paint 230 SF 2.75 632.50 Colum Beams Painted 2 EA 600.00 1,200-00 Division 10—Specialties (Not Used) Division 11 —Equipment All Equipment(By Owner) Division 26—Electrical 5,951.70 Electrical 1 LS 5,826.70 5,826.70 3/4"Conduit Thru Bldg. For Owners Equipment 1 LS 125.00 125.00 Panel Devices and Electrical Connection from Conveyor to Receptacles are By Others, Division 27'-Communications 3• a r= ,� ,., r:- D 4s}z.„� �,s ; , Low Voltage 1 LS 1,691.80 1.691.80 Divisiot8—Electronic Safety(Not Used) Divisid,Om —Earthwork $1,300.00 Sidewalk Excavation 4 CYS 150.00 600.00 Structural Rock Fill 3 TON 150.00 450.00 Spoils Hauled Off Site 5 CYS 50.00 250.00 Division 32—Exterior Improvements '1,662.50 Sidewalk 133 SF 12.50 1,88'Z.60 Division 33—Utill-Ops ;, $720.00 6”ABS Culvert Pipe Set in Pea Gravel 12 LF 45.00 54000 1 1/2"ABS Pipe for Irrigation Line Pass Thru 12 LF 15.00 180.00 Division 34 Th' 46(Not Used) :` ,• Yom' Subtotal 32,229.25 Percentage Overhead 8% 2,578.34 Profit 7% 2,256.05 Total 37,063.64 Exclusions: Permits, Engineering, Inclement Weather Conditions, Unforeseen Soil Conditions, and Anything Not Listed Above. Notes: All material is guaranteed to be as specified.All work to be completed in a workman like manner according to standard practices. Any alterations or deviations from the above specifications involving extra cost will be executed only upon written change orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This nr000sal subject to acceptance within 30 days and is void thereafter. FIVE STAR BUILDERS 5,�11 General Contractors Company Information: Five Star Builders, Inc P.O. Box 555 Banks, Oregon 97106 Five Star Builders is the team that can get the job done on time,within budget, meeting the highest quality and safety standards while exceeding customer expectations. Take the time and stress out of your life that you would spend coordinating multiple vendors, when you call Five Star Builders, one call is all you need. Five Star Builders was founded by Greg Henes in 1993. As the company has continued to grow Greg has been joined by partners Clint Jackson. Together the team shares in the ownership and day to day management of the company. All are diligent project superintendents that coordinate in-house manpower and high quality subcontractors as well as run all aspects of our field work. Our team leaders provide over 140 years of first hand construction experience and are able to complete commercial and industrial projects of any type and size. Our teams of skilled professionals have experience in new construction, remodeling and maintenance. We specialize in commercial and Industrial building and tenant improvements including utilizing our in-house excavation, site work, concrete, carpentry, electrical, plumbers, drywall, painting and asphalt paving. We take pride in the quality we provide as well as our ability to be flexible and responsive to all of your needs. Our work ethic and our commitment to quality inspire customer loyalty that results in both return business and referrals. A primary advantage that our company,with our multi-faceted, integrated approach provides to our clients is that we will provide one point of contact from initial meeting through project completion Competitors may match our product,replicate our services and even install leading edge technologies, but they cannot duplicate our people. Our people are truly our competitive advantage. Principals: Greg Henes, Owner/Project Manager/Partner Greg has over 37 years of experience in the construction industry. Greg teamed up with Josh Shroyer and Clint Jackson with a goal of achieving a reputation built on honesty, excellence, and customer satisfaction. Greg takes great pride in every project and his commitment to customer satisfaction is his calling card. Clint Jackson,Secretary/Project Manager/Partner Clint has over 18 years in the construction industry as a field general foreman running all sizes of commercial and industrial projects. Over the past 10 years as a Construction Superintendent, project manager and later partner in Five Star Builders. Clint works closely with several corporate facilities groups to provide Five Star Teams to meet all of their maintenance needs. As Secretary, he has expanded his role from the field into the office to oversee day to day operations, including project management and estimating. Clint takes pride in his work and will take your project from start to finish as if it was his own. Ed Bouma, Project Manager Ed Obtained his BS in Civil Engineering from Tri-State University, he has worked in the construction industry for over 30 yrs. in all aspects of construction including industrial, commercial and metal buildings. Ed has served as Vice-President for Arizona Building Systems and District Manager for Varco-Pruden Metal Building Products. Mr. Bouma joined the Five Star team in 2009 to lead the Industrial/Metal Building division and has become a very valuable member of our team. Ed has the ability to communicate effectively with architects, designers, and owners, to achieve positive results. His skills in guiding, motivating, training and mentoring others are outstanding. Administration Staff: Ellen Goodrich—Accounting Manager Tina Lucia- Office Manager Angela Strauss—Billing Admin Vickie Garland—Front Desk Admin Larry Evers—Safety Director Herb Bryant—Field Personal Coordinator Superintendents: Calvin Buck-Calvin M. Buck V served in the United States Marine Corp for a period of four years prior to beginning his construction career. There he served in a specialized infantry unit and obtained the rank of Sergeant(E-5). He served as the Training Non-Commissioned Officer for two years which not only held the responsibility of logistics of all training and missions,but the responsibility for the emotional and personal welfare of 120 Marines. Calvin has been in the construction industry for over ten years. He has strong analytical, communication and planning skills with the ability to coordinate logistics and efforts of many to meet organizational goals and strict timelines. For the past five years Calvin has worked for Five Star Builders Inc. as a Superintendent supervising projects ranging from large commercial and industrial projects,to sensitive hospital Tenant Improvements. Calvin's high motivation wakes him the Superintendent to accomplish any project. Sean Senko - Sean has over 16 years in the construction industry,working in all phases of construction, with the last 7 years as a Superintendent. Sean joined the Five Star team in 2010 and has taken on the role of Superintendent, he has been able to successfully plan, execute, and finalize projects according to strict deadlines and within budget. Sean is focused on quality control while maintaining a safe work environment. Eric Larke— Eric has 17 years of construction experience. Eric has managed projects from new Construction to commercial buildings with 12 of those years being in earthmoving and utility installation, public and private. Eric's demonstrates superior team leadership skills and maintains constant communication with Project Managers during project implementation and thru to completion. He possess the motivation to master the challenges of complex projects and the commitment to quality while maintaining an outstanding safety record. History: Five Star Builders was founded by Greg Henes in August 1993. Five Star Builders completes approximately 250 jobs per year ranging from $10,000 to $3,500,000. Total Revenue for 2014- $12,000,000 Projects: NW Renal Dialysis Clinic Renovation Included new walls framed and finished,additional plumbing, HVAC,electrical work and finishes. Contract amount$155,000 Completed 2015 Xerox Corporation—Jones Lang LaSalle Relocate Print shop Interior renovation and up-grades which included demo,framing, electrical,plumbing,HVAC,painting and finishes. Project amount$160,000 Completed 2014 Good Samaritan New lab Included interior renovation to convert 472 sq. fl. to new lab facility—included framing,electrical, HVAC, plumbing and painting and finishes. Contract amount: $138,000.00 Completed: 2013 City of Banks Public Library Renovation Interior Renovation and upgrades, including new plumbing,electrical,HVAC,drywall and finishes. Contract Amount$140,000 Completed: 2013 City Hall Renovations Exterior and interior remodel including new windows,paint and brick repair. Council chambers,reception and City Hall, painting, ceiling replacement, electrical and ADA upgrades Contract Amount$212,000 Completed 2012-13 Safety: Five Star Builders takes our employee health and safety very seriously. We have developed an industry leading program that starts from day one of a new employee's employment. Orientation and training are key to our success; every employee attends a yearly orientation followed up with pre project safety audits looking for potential mitigation opportunities. This is followed with task JHA's (Job Hazard Analysis) and daily crew meetings. Every month we hold a company safety meeting which covers a variety of topics from fall protection, confined space entry, hazard mitigation, to employee morale. These training events provide excellent opportunities to share and develop our culture. Worker Comp Experience Rate: Policy year: 2014 - .80 2013 - .84 2012 - .86 2011 - .79 Incident & Lost Time rate: Policy year: 2014—Incident rate .11 Lost time rate 2013 —Incident rate .05 Lost time rate 2012 —Incident rate .00 Lost time rate 2011 —Incident rate .09 Lost time rate OSHA 300 logs available at request Financial: West Coast Bank — Bob Scott VP —503-603-8031 Dunn & Bradstreet- 799994991 Insurance- General Liability 1,000,000 Umbrella—4,000,000 Auto— 1,000,000 References: Robert Byers(Legacy Health Systems) 503-692-7471 Rod Crockett(Pascor) 503-359-3939 Marc Farmer/Sarah Rossi(West Oregon Electric Co-op) 503-429-3021 Jason Ruth(HNTB) 360-621-3451 Johalyn Horsfall(NW Renal) 503-880-5289 Trade references: Pro-Build—Rick Johnston,rick joshston@probuild.com, 503-357-2178 Building Material Specialties—mer, cary@bms-oregon.com 503-793-2842 Parr Lumber— Scott Night Knight, Scottk@parr.com 503-793-2842 Subcontractors: Concrete forming,placement, and finishing— Self perform Electrical—Five Star Electric, Inc Plumbing—Five Star Plumbers, Inc HVAC—JNB Mechanical, Inc FIVESTARBUILDERS 51 General Contractors Hourly Rates Carpenter$75.00 Per Hour Electrician$97.50 Per Hour General Labor$65.00 Per Hour P.O. Box 555,Banks,OR 97106 * Phone: (503)324-5220,Fax(503)324-0883 * CCB#93298 LICENSED • BONDED • INSURED MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Tigard Library Book Drop Opening 13500 SW Hall Boulevard, Tigard, Oregon Five Star Builders April 9, 2015 Project No. 150361 10 pages Principal Checked: .-.� yCRU�T�R4 PRD,��r� �/ '•5555-� � `,� E)CP(RES: 12-31- 7-u,6 MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Tigard Library Book Drop Opening 13500 SW Hall Boulevard, Tigard, Oregon Five Star Builders April 9, 2015 Project No. 150361 10 pages Principal Checked: K�•�, 'CRUCTUb Z, T5555=c �. LQmy S �, .cj EXPIRES: 12-31- zlr-N 6 *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical,Diverse Structural Solutions Since 1978 9570 S W Barbur Blvd.,Suite 100, Portland,Oregon 97219-5412 Phone:(503)246-1250 Fax:(503)246-1395 www.miller-se.com Building Code: 20'4 Oregon Structural Specialty Code Soils Report: No Soils Report by: \:A Dated: NIA Soil Bearing: '5:C PSF Retaining Walls: No Equivalent Fluid Pressure(active): WA Pr= passive bearing: WA pCG Friction: N/A Structural System: Component Vertical System:All steel framed building Lateral Sys: R•c c Diavllrag-/Steel braced'names Element Brick Veneer Walt Load Type Dead Dead Basic Design Value(PSF) 39 psf 8 Loads: Load Type Value(PSF) Deflection Criteria Lateral Design Parameters: Wind Design: ASCE 7-10 Wind Speed(3 sec Gust): 130 MPH Exposure B Importance Factors lw= 1.00 1=_= 1.25 Is= '.10 1 = 1.25 Risk Cat: III (ice w/wind) (seismic) (snow) (ice) Seismic Design Latitude: 45.422609 Seismic design parameters are based on pub'ished Longitude: -122.764891 values from the USGS web site. 2%PE-50 yeas 0 2 sec SA=Ss 2%PE-50 yeas '0 sec SA=S' (Site class B parameters are indicated on this page,for actual site class used in design,refer to seismic design summary) Design Summary: The following structural calculations are for the attachment of the proposed canopy and book porta'to the(e)wall"r ming. Also included is the design of the proposed opening Sill for vertical loading. All existing wall framing is by others. . es-,o sw Bay Bw Project Name: Tigard Library Book Drop Opening Project tt_ 150361 -' Sale O-e IV-dw _ oo•'a-d.oa 972.19 LocationTigard.: 13500 SW Hall Boulevard. Oregon MILLER (503)246-1250 Client: Five Star Builders CONEVITINO FAX:246-1395 ENGINEERS BY. TAK Ck'd: �,� Date: 04/09/15 Page'of 10 >r x 4,$r Canopy Scooe o'wak s'D'1`e desV-o'•rye co,-vcNr d a ca^ooy b a^ex"sl—cave. T*e ex,s"-g s:,,c',-2 and a-ve 0,e•n -ts re des g^ed try 0—." icN6Tti ASCE 7-'0 W;,,d SoW.V= 130 moh Exoosuro Ca1ng"= B T— Ridge He9ht hr= 26.75�'(••>_-e) Ewe Heiq the= 26-75 M(^e—^•) Tcoo.Face.Ka= 1.00 tem 269-) D�w--=acto•.Kd= 0.65 c aw*26 9•) a E%4osW7(v/N) v ; Hur-c ne Region? N E'lec-e A'en.Aa= 37 1? (Arm T^.hairy b C&C) "= 0.70 Ex*r,*Pressure Cos1ic*,%GCp' 2_ RM1 GCD Zone 4 Poe-= O.i1 (GCo is yeduoed by'0%'br'Dd 81910<=10 deg ) GCD Zane 4 Neg._ -0.90 (GCp is educed by'0%'a oo'aN*<=+0 deg.) Vebciy Pressure: �. `� bD= 25.76 DO cc=0.00256'0'1(2!Kd'V Ass.,ned Dead Loed= 10 Ds' Snow Load= 25 1 or b c Length= 6.00 / e DOpJ,= 4.67 `! d n a= 1.00 b= 3.67 '! A5 c= 0.00 It aa� d= 3.00 ` e= 4.74 • = 0.712 rad (40.8 deg.) Campy Lo": Combina'bon: (t).D•3 w1= 35.0 W=10+25 102= 0.0 W MA)OMUM REACTIONS AT EACH CONN. (2)-0.60•Craw w'_ -9.5 W.—0.6'10-0.6'25.76 III III Ib R2x Ib .Ib w2= 0-0 os' 486 I 240 488 i 420 (3).D•0.75(111.110W o S) w1= 40-3 W=70.0.75'0.6'25.76 (reaction are for ee~connection location.w!kJ is worst ce") w2= 0.0 Ds' Summary_able SEE PAGES 3-fe FOR UPPER CANOPY Load Combinatfon: , 2 1 CONNECTION R2y= 364 .96 420 twor or rcx�h R2 .421 12t t7d 166 SEE PAGE I FOR LOWER CANOPY R/y= 208 -58 240 Ooy+ir�xrh R/x= 421 .'14 466 (V-W CONNECTION T= 557 50 642 lk»a at CANOPY UPPER CONNECTION: Rod Check: U^brscad LergN.Lu= 4 07 t Canprasskm= 50 Jfb Cana.cap-*11*din.rod= 731 Ib>150 OK Pate Check: T=A756 Ib =192 b Mr= :� =192 Ib'3' Z= n' =40.25'"2/4 Mc= irIb =0.063'12000 756>576 OK Use 114"Ufick alum.plete EYE BOLT CHECK: Tmax = 486 lbs Vmax = 420 lbs Tallow = (2600 lbs)*(0.3) = 780 lbs(USE 30% OF WORKING LOAD LIMIT FOR 45 DEGREE PULL) Vallow = (24000 psi)*(0.196 sq. in.)*(0.5) = 2352 lbs (USE A307 BOLT VALUES) (486/780)+(420/2352) = 0.80 < 1.0 OK USE 1/2" DIA. CROSBY FORGED SHOULDER NUT EYE BOLT . 9570 SW Etarbur Euvd Project Name Tigard Library Project Book Drop Opening 150361 Suite One Hundred # Portland.OR972t9 lil Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.'.250 CONSULTING Fax 503.246.1395 g TAK C k'd 1! 2 of 10 hwwyv.rniiier-se.c , y Date 419/15 Page ENGINEERS STUD SPRING CONSTANT sr Dift: Cho~. 092a: ..at* 1r.9:i*.4 -sx !"t. 9 ., kai. - ^4 11 SOwEOW 40 P"SPACER OVER N EW i- K I- 2900:. 793. DOLT CUT TO FRSNUGLY TO NEW EXSTG SR'CK SPREADER AND 1ACX OF 1/4*ALUVINU V JJ''''LL VENEER PLATE(rYP).INSTALL BEFORE-GFE%14G ;,x%f�. L�&sps�r �abes. pat�%TL= r"lans *0 014 THOWLSO'LT TO PREVENT DAMAGE �ALL'M'NUM PLATE xx :4-. zi:P, VENEER SP.1.98 -X VSPSL.9 ROP"19-tap an/:ad i/2'DSA CROSBY se;: k.ps. W3.0.t - %,v rt C3 x 3.5 x W-C'LO%G "GEDS-OJLDER NL;'EYE x 41.6 (VINiSPREADER 0 ftz:bry Zftads XSTA�_ 6 xLr.d- toot. vqtazT A 'Jvrd TREAT END OF SPACER Prof AS REOD TO PREVENT RUST V[ST6 GNW5 OVER 20 GA MTL FRW(VERIFY( o"r O(A STEEL BRACE WHERE OCCURS CANOPY/WALL CONNECTION P Ibr Dow ONE R-4c,lcn. tip*. kip t. Shear k-" if X—t kip ft Rot.-iei raftws J j, I- _1J.. 9M SW Barbur Blvd Tigard Library Book Drop Opening project 0 150-361 Suits One Hundred Project Name AN Portland.OR 97219 144 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONSULTING Fax M.246.1395 By TAK Ckd K:n� Date 4/9/15 Page 3 of 10 ENG!NEERS www.miller-se.oDrn BEAM SPREADER: CASE 1 (MAX POINT LOAD AT STUD) p or. Dab: Chocked: DOW. roe*: aPaer.e•.:P- vers z""sh rrcpPY.iee -x fact. s-4111. W1 % C: s•211C 01. •a.tt. 4ws.t Releeees -X-feet Svppons - % tar-. Chsp:acwr nt• irchas. 1o:aticm - tad-'s— sy-tros - X feet. 7spr",@-klp/finer. Psprt ny - •ip S /rad % 0: VEP'ieP- go.,; % - )?: vsgrt-q- f0:: x vfP'iy - 9*1. x 6.6-: vspr3'2q .s0:: X a: vlprinq- 1101. fe.n! Leeds - X. fee'. Tread kip.. X—r-, -Up fr X- S, plead• - A13. (Lose- - 114. X- '.i. ?:a110- -.313. Uaafam toads - Xs:dr: i Mod feet. L:start s gird k_p/ft I s.+e.�f T:•eM:a{aree 3•r�:tor:r-.-S.+s wrs I I Projaet or DMa: ChaeMd: pwe p PeaetlPra - i•ps <3}' r ? T ..z - < px 1 21 nwert - k1P ft .O.IfP<7a aetw - reeta+s O'lf7 I C:1T MAN Mii %70 SW Elarbur Euro Tigard Library Book Drop Opening 150361 Suite One Hut Kb Project Name Project# Portland.OR 97219 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONSULTING Fax 503246.1395 By TAK Ck'd K-.— Date 4/9/15 Page d of 10 ENGINEERS '.miller-se.COm BEAM SPREADER: CASE 2(MAX POINT LOAD BETWEEN STUDS) project er Dow Checked. Dow. Par: X- ft. 9-k8i. :,'4 x.0. t fest. •221: •0"*lt 4!*2899 feet ,ope- - x Ott. 7.80'.6evow. tIowa. so"t or rad..-. pvi . -"x-;t__ vspri,.q It-plinc%. "Pff!1I 41P Ll/rad JPC' Al x 1'. V-Pring M-; x a #I.- V.Vrirq 00'. X1. VSV"i;- 911; x 5 33 VTVZI,.g to'.. X 6 47: 1 M.; x x M nv-trq 90% **I*t N _'X 3: x: 4 .97 Lo"S -xsTef' 6 MIS 2e . w MM ppjaCt Or Dow Cho~ Daft: Pop; k.FS. tip f, I t T ZIPS MAX SHEAR 1424rl MAX MOMENT P.-at-or to&&— n.f"*ctw --che$ 9570 SW Barbur SW Tigard Library Book Drop Opening 150361 Suite One Hunch Project Name Project# AN Portland.OR 97219 144 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONSULTING Fax 503.246.1395 By TAK Ck'd K=2e, Date 4/9/15 Page 5 of 10 ENG"VEERS www.rnitter-se.com Steel Column/Beam Design-AISC 13th Addition Shape: C Shape Capacity=0.6 <1.0 Size: 3X3.5 ASD Axial Capacity,Chapter E Pr= 0.00 k,axial compression load Aeff= 1.08 in= Mr„= 0.00 ft-k,strong axis moment 0= 1.00 Mrs,= 0.32 ft-k,weak axis moment OS= 1.00 (Section E7.pg 16 1-43) Vr,= 0.24 k,strong axis shear Oa= 1.00 (Section E7.pg 161-42) Vry= 0.00 k,weak axis shear Fe,= 1618.1 ksi.(Section E3 pg 16.1-33) K.= 1.00 (Table C C2.2.pg 16.1-240) Fey= 174.4 ksi.(Section E3 pg 16 1-33) Ky= 1.00 (fable c-c2.2.pg 1&i-24o) Fcr,= 35.7 ksi.(Section E3 pg 16.1-33) Lb,= 1.33 ft Fcry= 33.0 ksi,(Section E3 og 16.1-33) Lby= 1.33 ft Pn,= 39 k.(Section E3 pg 16.1-33) KUr x= 13.30 Pny= 36 k.(Section E3 pg 16.1-33) KUr y= 40.51 Moment Capacity,Chapter F E= 29000 ksi Cb=E37ft-k. Fy= 36 ksi Mn„= (section F2 pg.16.1-47) d= 3 in M ny= 0.9 R k(section F6 pg. 16.1-54) Ag= 1.09 int Shear Capa city:Chapter G tf= 0.273 in kv,= 5 (Section G2.pg 16.1-65) bf= 1.37 in kv,= 1.2 (Section G7.pg 16.1-68) tw= 0.132 in Cv,= 1.00 (Section G2.pg 16.1-65) hw= 1.63 in Cvy= 1.00 (Section G2,pg 16.1.65) 4= 1.24 in3 Aw,= 0.40 W,(Section G5.pg t6.i-8) 4= 0.364 in3 Awy= 0.75 in:,(Section G5.pg 16.1-ws) S.= 1.04 in3 Vn,= 8.6 k(Section G6.pg 16.1-68) Sy= 0.182 in3 VN= 16.2 k.(Section G6.pg 16.1-68) I,= 1.57 in` Allowable Capacties: Rn/n(ASD):Rn'�)(LRFD) ly= 0.169 in, (ASD) Pc,k Mc,ft-k Vc,k r,= 1.2 in x-axis 21.6 2.2 5.7 ry= 0.394 in y-axis 0.5 10.8 J= 0.0226 in` Interaction Equations: Cw= 0.276 ine Section is Compact in the flange for flexure Pr/Pc= 0.00 <0.2.Equation H1-1b controls Section is Compact in the flange for compression 0.60 1 <1.0 OK Section is Compact in the web for flexure Equation HI-Ib,AISC 13 ed.,pg 16.1-70 Section is Compact in the web for compression Use C 3X3.5 X 8'-0" LONG AN9570 sw Barbur Bird Tigard Library Book Drop Opening 150361 suite One Hundred Project Name Project# Iii Portland.OR 97219 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 C ON S V L71 N G Fax 503.246.1395 By TAK Ck'd 0-, Date 4/9/15page sof 10 ENG'N E E R S Miller-se.com CANOPY LOWER CONNECTION: S::»MT 3S'EM".�., -5-tu .-OD A"V xov"rem"-sxn-o T(at center) = 486 lbs 24 Gn eR[-°v S-ED S-,-- NAN ,•*f.°00-$"10-Dr.G• V(at center) = 240 lbs •W LAS+VG SE'N VOID-S-"%-% S.u=K7{mlkl oXCWNS SAWC� r V VO &A,0% Ttotal = (486 lbs)*(8')/(3.5') = 1111 lbs ALUM Sl:ppa' Vtotal = (240 lbs)*(8')/(3.5') = 549 lbs A%W-EWIVO ------------------------------------------ ANCHORS AT 16" O.C. ------------------------------- T = (1111 lbs)/(6 anchors) = 185 Ibs/anchor A3Y V = (549 lbs)/(6 anchors) = 92 lbs/anchor •l;,r Eve r,A*E A3:lV St:aOt'AVG' Tallow = 1170 lbs U-rA AS W/PowEa AC300•C= ALT AV^"G xw%mo [.."!w Q(EV30 3:/Y; ',TAPS N C0%--AC10q Vallow = 915 lbs ANO-OR-0KaVI EDNVW` (185/1170)+(92/915) = 0.26 < 1.0 OK .) .� AWNING PROFILE USE 3/8" DIA. A.B. W/ POWERS AC100+ GOLD EPDXY TO (E) BRICK VENEER EMBED 3 1/2") CHECK(E) BRICK VENEER FOR ADDED CANOPY LOAD: Weight of brick above = (39 psf)*(0.67)*(5.33') = 139 lbs (conservatively use only one brick width) Mr = (139 lbs)*(3.625"/2) = 252 in-lbs(lower canopy tension is controlled by D+0.75(0.6W + S), no 0.6 factor req'd for Mr) Mot = (185 lbs)*(2.25"/2) = 208 in-lbs <252 in-lbs OK Fr (E) BRICK VENEER IS ADEQUATE • FOR ADDITIONAL LOAD FROM Fot in CANOPY N rV ♦-3.625" TYP. BRICK DIMENSIONS . 9570 sw Barb,.Blvd Tigard Library Project# Book Drop Opening 150361 suite one Hundred Project Name Portland.OR 97219 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONSULTING Fax 503.246.1395 By TAK CWd _ Date 4/9/15 Page 7 of 10 ENGINEERS www'rnille-se.com NEW OPENING HEAD: Wbrick = (39 psf)*(2.542') = 100 plf %STG WATER- 7 R553T'VE BARRIER CHECK LOCAL LEG BENDING: ` Mmax = (100 plf)*(1')*((3.625"/2)+ r"+ 0.625") = 344 in-lbs Mall = ((36000 psi)*(0.25")^2*(4"))/((4)*(1.67)) = 1347 in-lbs Ro�o G(SAVE GAGE AS EXS-G cRVG) USE 1/4"THICK ANGLE (MIN.) (N)SELF-ADHERING MEMBRANE.Ex-END BENEA-4 BRA EXSTG MEMNE O\ 0 NEW CHECK ANGLE: LINTEL r Mmax = [(100 plf)*(2.542')^2]/(8) = 80.8 ft-lbs Vmax = (100 pif)*(2.54272) = 127 lbs ^" USE L4x4x1/4" x15'-0" LONG LINTEL (SEE NEXT PAGE FOR DESIGN) NEW L4x4x./4•x"'LONGLINTEL SCREWED-0 DBL KUNG STUD W/(4)6 :0 x 3/4-SELL DRILLING SCREWS TM EA END OPNG(2CHECK END CONNECTIONS: AANGED ASSHOWN)EWSoERS'UD RR n Vmax = (127 lbs)/(4 screws) = 32 lbs/screw Eccentricity = (127 lbs)*(3.43:5 ") =43:; in-lbs 2 NEW OPENING HEAD Tmax = (43 in-lbs)/[(2.5")*(2 screws)] = 93 lbs/screw Vallow = 370 lbs/screw Tallow = 137 lbs/screw (32/370) + (9}/137) = 0.-+2 < 1.0 OK ATTACH LINTEL TO DBL. KING STUD W/ (4) #10x3/4" SMS, TYP. EA. END Project Name MAN 9570 sw Barbur Blvd Tigard Library Project Book Drop Opening 150361 sunt One Hundred # Portland.OR 97219 144 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONSULTING Fax 503-246.1395 BY TAK Ck'd Date 4/9/15 Page 8 o1 10 ENGINEERS www_rniflfr-se.corn Steel Column/Seam Design-AISC 13th Addition Shape: L Shape Capacity:0.14 <1.0 Size: L4X4X1/4 ASD Axial Capacities.Chapters D and E Pr= 0.00 k.axial compression load Equal Legged Angle WA Mr,= 0.31 ft-k,strong axis moment Mrr= 0.00 ft-k,weak axis moment Tension Capacity,Chapter D NIA Vr.= 0.13 k,strong axis shear Connection: Connected with plug/slotted welds Vrr= 0.00 k.weak axis shear U=M68 Table D3.1,p9 16.1-29 Tr= 0.39 in-k,torsion Ae= int Vt= 2.25 k,shear due to torsion Pm= It K= 1.00 (Told@ C-C2.2.p9 16.1.240) Comp.Capacity.Chapter E NIA Lb,= 4.00 ft KUr= 61.3 Lbs,= 4.00 ft Ur= 38 E= 29000 ksi Fcr= 29.54 ksi Fy= 36 ksi Pm= 57.30 k.(Section E3 p9 16.1-33) Fu= 58 ksi Flexural Capacity,Chapter F Ag= 1.94 int Strong Axis: Ix= 3 in' Max.tension at toe ly= 3 in' Mnx= 3.71 ft-k r.= 1.25 in Weak Axis: rr= 1.25 in Max.tension at toe r== 0.783 in Mny= 3.71 ft-k b= 4 in Shear Capacity,Chapter G d= 4 in Cv= 1 t= 0.25 in Awx= 1.00 inz S.= 1.03 in3 Awy- 1.00 int J= 0.0438 in' kv= 1.2 bl= 4 in Vnx= 21.60 k equation G2-1 bs= 4 in Vny= 21.60 k bUbs= 1.00 leg length ratio Allowable Capacties Rn/;:(ASD):Rn' (LRFD) bl/t= 16.00 (LRFD) Pc,k Pc,k Mc,ft-k Vc,k bslt= 16.00 X-axisl 34.31 1 41.82 1 2.22 12.9 lac= 1.67 (Seckm E1.pp 16.1-32) y-axis (wnaesav) (Mso^1 2.22 1 12.9 ?p= 1.67 (Secbw F1.P916.1-" Interaction Equations: = 1.67 (Section F1,p9 16.1-46) Shear capacity=0.18<1.0 OK = 0.9 (section Et,p9 16.1-32) Pr/Pc= 0.00 <0.2,Equation H 1-1 b controls �e= 0.9 (Sed Wn F1,p9 161.46) 0.14 1 <1.0 OK b„= 0.9 (Section Fl.P9 10.1.4N Equation 1-11-1b.AISC 13 ed.,pg 16.1-70 Section is Compact in the leg for flexure Use L4X4X1I4 Section is Noncompacl in the long leg for compression Section is Noncompacl in the short leg for compression MAN9570 SW Barbs Blvd Tigard Library Book Drop Opening 150361 Suite One Hundred Project Name Project# _ Portland,OR 97219 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 C 0 4 S U LT 14 G Fax 503.246.1395 By TAK Ck'd (4'-- Date 4/9/15 Page 9 of 10 ENG N E E R S www.mtller se.corn BOOK PORTAL CONNECTION: �^Ea,oa . Ex'Eaoa ASCE 7.10 seymie Des)a" S.= 4220% j Fe- Tale}7.4-1.pope SS 1•�• Fv= •.56 TaON 11.4.1.pope 55 NEW EQL'P Br 3/4' 6 2/4- Svs=F.S .= '.00 W.11.4.1 pope 55 OWNER 14S...°.S.. 0.67 eon.11.42 pope SS 16 GA TOP TRACK S's=(2)SvsA3) = 0.72 em.11.4.$pope SS (E)BRICK S,•_(2)S-43) = 0.44 W.11.4.4 pope 55 VENEER Sft C49S 7 raft 20.3-1.pope 152 ' (E)E'VA STEEL BRACE M Risk Category 'll Taft 1.51.pope 2 Se sm c Fa q Re"tN Sys* B Bu?C-+p Fir*Sy*W+ 3.Steel ordit-y ca co it k*ly t>raoed!6.-a (E)STEEL GUSSET Ses-rc DeW Category(V vo par) D TO&O 11.6.1.pope 56 Seismic Dose+Cs*ga7('sec) D Tab*11.6.2.pope 56 S"-c Dewr Category D (Cam.Ws) If R 323 Taft IZ2-1.popes W42 j 200 TaEN12.2-1.popes 60.62 Cd= 325 TODD 12-2-1.popsW42 E' 12M 5 MrVwl&*o fs Tab*1.4pe 2 pop 4 ExSTG en1 TRACK C-= 0.02 raw 12.1.2.pope 72 (VERIFY 20 GA IVIN) X= 0.75 Table 12.8-2 pope 72 h.= 10 tL del1'vd In section 12.8.2.1.Pepe 72 T= 0.112 EPn.128-7.pope 72 Cu= 1.4 TabN128-/.pop 727 NEW OPENING SILL 'a-= 0.157 soda r r2.8.2 pope 72 C,= 0277 E L 128-2pg 72 16 Fig.22-12 thoeW 22.16.page 170.173 C,= 1.516 need not exceed-E0.12.8-3&12.84,pope 71.72 C,. 0.040 sh@N not be Nis Ow•E0.12 8-5 S 1264.Pepe 72 C,= 0.277 (corwo1) Fseismic = (700 lbs)*(0.7)*(0.277) = 136 lbs Mot = (136 lbs)*(42.75"/2) = 2907 in-lbs Mr = (0.6)*(700 1bs)*(12.25"-(15"/2)) = 1995 in-lbs Mot- Mr = 2907 - 1995 = 912 in-lbs T = C = (912 in-Ibs)/(42.75") = 21 lbs(at top and bottom of portal) Wseismic = [(136 lbs)/(42.75x'+42.75"+ 28.5")] + (21 lbs)/(28.5") = 1.93 lbs in Fwind = [(25.76 psf)*(42.75")*(28.5")]/(144) = 218 lbs Mot = (218 lbs)*(42.75"/2) = 4660 in-lbs Mr = 1995 in-lbs Mot- Mr = 4660-1995 = 2665 in-lbs T = C = (2665 in-Ibs)/(42.75") = 62 lbs(at top and bottom of portal) Wwind = [(218 Ibs)/(42.75"+42.75"+28.5")] + (62 lbs)/(28.5") = 4.09 lbs in (controls) Wallow = (14.4 psi)*(1") = 14.4 lbs/in > 4.09 lbs/in OK A �G'E pk conservatively assume 1" R I. Ideep of foam USE DOW CHEMICAL GREAT STUFF PRO GAPS AND CRACKS INSULATING FOAM SEALANT AROUND PERIMETER OF PORTAL AN, 9570 SW Baltwr SW Tigard Library Project#Book Drop Opening 150361 Suite One Hundred Project Name Porilarld.OR 97219 Ni4 Location 13500 SW Hall Boulevard, Tigard, Oregon M I L L E R Client Five Star Builders Phone 503.246.1250 CONS ULTI N G Fax 503.246.1395 By TAK Ck'd i - Date 4/9/15 Page 10 of 10 ENG'N E E R S '.miller-se.corn LEGEND TOPOGRAPHIC SURVEY - TIGARD PUBLIC LIBRARY 0 GENERAL NOTES SARK Q -- -- PROPERTY BOUNDARY 13500 SW HALL BLVD, TIGARD, OREGON 97223 1. FLLJ ATR , 'HETOPOGRAPHIC FEATURES OF THIS THE DATUM FOR THIS SURVEY IS NA VD U SURVEY WERE COMPLETED ON JANUARY 29,20;5. W AN ELEVATION WAS ESTABLISHED CENTERLINE (TAX LOTS 2S102DA00600 & 2S102DD00100) 2. UTILITIES SHOWN ON THIS SURVEY WERE LOCATED BASED FOR THE BUILDING FINISHED FLOOR = —� MAJOR CONTOUR(5) ON NSIBILITY IN FIELD. IT IS THE RESPONSIBILITY OF USING GPS METHODS AND GEOIDI2A. THE CONTRACTOR TO COMPLY MTN THE PROW9045 OF Ll1 c a,281 MINOR CONTOUR(I) ORSS � � S 757-541 TO 757.571. WHICH REQUIRES THE �TACpZ --- CONTRACTOR TO N07IFY UTILITIES AT LEAST 48 HOURS OS C.5 STORM DRAW PIPE BUT NO MORE THAN 10 BUSRNESS DAYS PRIOR TO ANY R y ZZ, 7d pWpc� --� AC PAVEMENT EXCAVARON. THE CONTRACTOR WILL BE RESPONSIBLE McKAY CONSULTING LLC N 6 FOR ANY DAMAGE RESULTTNG FROM DISRUPTION OFU KAID E. MCKA Y.PE/PLS SERNCE CAUSED BY CONSWC77ON ACRNTIES 178}5 NW DEERFIELD DRIVE = 2 Y GRAVEL PAVEMENT 3. THE CONTRACTOR SHALL CAREFULLY MAINTAIN PORTLAND,OREGON 97229 C � BENCHMARKS,PROPERTY CORNERS,MONUMENTS AND (503)828_8831 Q m FOUND SURVEY MONUMENT AS NOTED OTHER REFERENCE POINTS IF SUCH POINTS ARE Q CONTROL PONT DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, ARCtRTECi N THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR KERRY VANDERZANDEN ARCHITECT PC Y SURVEYOR AND PAY FOR THEIR REPLACEMENT BY P.O.BOX 28 YPC YELLOW PLASTIC CAP p�m EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET O BANKS OREGON 97106 O PROPERTY CORNERS AND OTHER SUCH MONUMENTS (503)319-7666 W� LR. IRON ROD 8a I.+P. IRON PIPE �0ADECIDUOUS TREE AS NOTED \,rr a CONWEROUS TREE AS NOTED m a tr 0 N TIGARD PUBLIC LIBRARY FF=150.74 E W a 5' GRAPHIC SCALE 0 10 20 N m i7 LICH 1 Inds = 10 /t. � � T11 �- GROPBOX '� 5• _ BUILDING LINE E RIM-150.47 �/.RY i a 6CMO /' 4'PIC CAP -15060 ....t•.,TREE DRIPLINE 7 RE" \ R�14Sm 1504'PVC CAPSDCB EAaWATION VALK BO7� �LLA 4•PtC CAP ADA SIGN ///'--ADA SIGN r 1d0 i ADA SIGN—,4•PVC CAP ADA SIGN SADA Sk'N I : z 1� qt /4•PIC CAP SIDEWALK AT�P4C LIGHT CAP 4'PIC CAF " fl N A .. X17'-1.211 87 h' w ic.152I 7P.151.61 Q/RB iP=ISI.ID YP.I5067 iP-ISO IB m �m cg IP.15186 iP=f51.79 1P.ISI.AB m.151 J7 ( 93 0. m IP-152,36 (TYP) ••. ) • } 18.1.5419 i � l``.✓'f VI _---5 L'>,. 7 m.1,,rR = OU0(TYP) Y .y�' J tP+t51.J5 CENB(TVP) �'7•$,a OREGON /1 «_ E10. c' KAID ID EDWARD McKAY r 59659 ErPIRES:12-3t-2016 0 .�BrKAO E.W.KAY J a ry Br KAIU E.MaAY r :II BY KAID E.MYXAY j FEBRUARY 2J,2015 ISI Y N AEMSED OR Y7 AH KAK'KVA BGARD LIBRARY .AE�15022 ME1 T d i SAFETY AND CONDITIONS TABLE 2:TYPICAL PHYSICAL PROPERTIES OF GREAT STUFF OF USE PRO-GAPS&CRACKS INSULATING FOAM SEALANT • Read the label and Material PROPERTY AND TEST METHOD VALUE Safety Data Sheet carefully before Flexural Strength,ASTM C203,parallel to rise,psi(kPa),min. 8.8(60.7) use. K-factor(Thermal Resistance)per inch(25mm), • GREAT STUFF PRO'Gaps& ASTM 0518 075-F(24-C)mean temp.,Btu•inM*hr••F(w/m•-Q. Cracks Insulating Foam Sealant min. 0.26(0.037) contains isocyanate and a Compressive Strength.ASTM D1621,parallel to rise,psi(kPa) 9.3(64.1) flammable blowing agent.Vapors may travel to other rooms.Ensure Apparent Core Density,ASTM D1622.pcf Wrnj 1.01 (16) adequate ventilation and shut off Dimensional Stability.ASTM D2126.%volume change all pilot lights and open flames: 100-F/100%RH@2wks 14.31 eliminate all sources of ignition -40•F/ambRH02wks 0.41 before use.Do not smoke or Closed Cell Content.ASTM D2856.% 80 use lighters or matches while Tensile Strength.ASTM 01623,parallel to rise,psi(kPa) 14A(951.3) dispensing foam. (1)Not to be con 4emd Saks weciftwian • Do not breathe vapor or mist. Use in well-ventilated areas foam may come in contact S. MAINTENANCE or wear proper respiratory with heat-conducting surfaces. protection.Isocyanate is irritating GREAT STUFF PRO"foam is GREAT STUFF PRO"Gaps&Cracks to the eyes,skin and respiratory combustible and will bum if Instilatin9 Foam Sealant has a shelf system,and may cause exposed to open flame or sparks life of 12 months when stored at 75-F sensitization by inhalation or skin from high-energy sources.Do not (240C).Contents of the can are under contact. pressure.Can may burst if left in areas 240 • GREAT STUFF PRO"foam is very expose to temperatures above susceptible to high temperatures, sticky and will adhere to most F(116-C). such as motor vehicles,or near surfaces and skin.Do not get Visit corTt radiators,stoves or other sources of hot wat foam on skin.Wear long sleeves, or contact a local Dow representative DO heat riotp can ins gloves,and goggles or safety for mOfe specific instructions. Do not per incinerate or store at glasses.Cured foam must be temperatures above 120°F(49-C). mechanically removed or allowed 6. AVAILABILITY to wear off in time. 9. TECHNICAL • The contents are under pressure. GREAT STUFF PRO- Gaps& SERVICES The can may burst if left in areas Cracks Insulating Foam Sealant is susceptible to high temperatures, distributed through an extensive Dow can provide technical such as motor vehicles,or near network.For more information,call: information to help address radiators,stoves or other sources 1-800-232-2436(English) questions when using GREAT of heat.Do not place can in hot 1-800-565-1255(French) STUFF PRO"Gaps&Cracks water.Do not puncture,incinerate Insulating Foam Sealant. or store at temperatures above 7• WARRANTY For technical assistance,call: 120-F(49-C). 1-866-583-BLUE(2583)(English) • GREAT STUFF PRO"foam Not applicable. 1-800-363-6210(French) should not be used around heaters,furnaces,fireplaces, 10. FILING SYSTEMS recessed fighting fixtures or •www.dowbuildingsolutions.com other applications where the a www.sweets.com www.dovvbuikringsokidone.com IN EDOW CHEMICAL OWPAW �CHEMICAL CANADA ULC TeeMiaal Inionnetion NADA Sells Irrlopmation i-88�583-BWE(25E3)(DVrish) 1-900-232-2 36 tErgfish) 200 Larkin 450-t�St SW . Suite 2100 7-800-363 210(French) i-0x_565-1255(French) Midland.MI 48674 Cal%wy.AS T213 5Ht NOTICE-ND Mweo9—any Dar!awod by Dow a atws a b be r-wvd.8acwrw tri am""ria apWcam wa+may OW I A a~w wd n+p d _v.w*.CuNa�w r wyv+iDr 4 6a'f'^'b WhWW ooauaa old 9v n ns donenra n no go b CwWo V taw aro b wwen0 rna C~wt woHprer ane aarear praeI w N aonearo wM appaeaev rwa ane orW gowrnnwK rnacVnsrns. 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ODEA-STuns►RO"Ove C%_s+W..uOM a'ra www aonwv all avprnr.Meana Irbr aro NaaR-I SaMr Orta Snag!trnMr Woe rA.EFroar M swwa d q+.w eera.-w.lair yo.w.Ane 6a— w +aMr arra-e+evda admmb.wMren s ww a•ww'wp.-ah'weraee+.Cs.N4 vYw o-anvr. euwrq an Wer aawotc!v.avctiow v.srsva b a,iap-weaMra enaa Orr•I,'rate+vwaer h0 h seewer b.wta ernueen.Ma au1wW awp►ncby,p Oaw un yiw aaavrw 1ha nrtl w net er.arso.Cry mncNe rrrr+ Il�bitat ` `t�rrlr. 0 ed r U.6A e'rAaWm14 d Thr Der Cnwww Carnprry rw.,)o w amara wnprya Oor Fpm No.*7"73=y NrDHM Naenat b rwn"is a vpstrsd sw*m mrw awned by Fran,b Henanry YrrnKaW '75.0076j.Qy10F6�r WKAYMMI 9,2- ABSEVIATIONS SYMBOLS PROJECTOVERVIEW NEW BOOK PORTAL Ric ASPHALT CONCRETE HSA HEADED STUD ANCHOR rROucFOnLR.TFeY N ANFNGR BOLT 1155 MIXLOW SdUCTUR.SECTION 1 KEYNOTE(BY SHIEETI NEW BOOK PORTAL ACT ANCHOR XOUSECBIWGTIiF M HEEIHT MovAe neW e•brio,ooelwHU OrItl INH,mrgr remodelvrort to OCCdrIrMdDIO D�,pbdL 0aoPIIrldcomlwlerveeDoolIltoceWrY3RDVIDr„R.,H ADDU ADDITIONAL DJL INSEE OIANAFT. IIMWimryobool o� Ycd reMMnYrw.MANN Olco rw a mYw 1A ena AD, ADJACENT RN IN01 AFF ABOVE FINISHED FLOORNFLNFL ..CLDm,INCLUDWG NORTHMR0W TIGARD LIBRARY RrNVHIt.�dm.�,RFD�MDD.pDde,ISNnv poa DYODcpdrolN AUNT ALUIIIIM Nwl IXwlAim.INSULATION 2U4 OI SORcklYY Code ANDD ANOMED N1 INTERIOR TIGARD LIBRARY ]011 CkeOon EHIcMcpl SPedeny CtPl1e AGR AN "FECT d I ECOAD AM IAXITGR H.•H MCN MCIEIECTURA AT JdST BOIFc.A,eel 13500 SW Hall ASSY AS$FAILY D 1dMl PIAN/TRUE MORiN ARROW AJ Cwn,AIrNN MRRN,O ROOH Portland,Oregon ATR RZLTHREAOROD R R,Is) ammulwauxu= V-IHYfINnB05BCl Bo BOARD ND KNOCK DOWN BROD BUILDING R31 RIS P.TQUARf INCH B 11 E rN 4-061015 ISM35 A-001 BUT !ROCKING l ANCAE ...� 8TH 4 1 BUILDING SECTION 1 BM BEAM Y LINEAR POUT p � TO”BIND ARO. I5.03D tl BO BOTTOM OF LUN ION6LEGHONZOMAL N lyjJ,'y Er,11O' 15.070 f1 Lf_/{p!/VI•� C MG RARING LLV L ONG LE G VERTICAL A107 _ M 0 1 .N Tqd. 1S;It BSMT MSEMBR Lo" LONG'UO1NA llll C r' BFM BOTTOM LTG UIM6 1 so WALL SECRON / B - M/H > BTWN BETWEEN LN LAMINATED VENEER LUMBER BUR BOLT IS ROOF LWc UIGHf WEIGHMc QRE f O PROJECT PLAN NOTES y i BW BOTH WAYS MANN MAMUFACTURM C CAMBER Mn MATERIAL `�� _ J 4 c CN CABINET` MAR MARMUM OEtAR,SECTION '^�so 1 NEW EQUIPMENT BY OWN. OF CB CATCH BASIN MBS MEI.BUILDING SUPPLER `101 2 XEW OPENING W EYSTNG dT.IGR WALL lY O t 3 NFW AWNING IABOVEI CM CEILING IEICM FADI MEDIUM DENSITY HBERBOARD �JR}( 1 MODB Y EXISTING CANRETFGR IIIANSdIDII TO NEW BOOR C, K CAST MECM M'.ANAI ,:, / _ I.:.'Ifp1 a ' SORT EWVMENT(EQUiNOWNER) KERRY W.VANDERZANDEN U CONTRQIUNT AMM MMIMUM ll� 3 - 5 CUTM(XE IN EX$TG GNANfTE COUNTERTOP FOR NEW WIRE CAP COMPLEEE IOIM PENETRATION MR MIRROA 1 BFT(AJDR EIEVATgN 0Af11 � J .Ass AND rwDMAfFT ARCHI'TFCf.P.C. C CENT.LNE MRR BD MMXERBDARO E - b NEW SDEW.X PO Box 28 [IG QIUNG MTD MMMEO ".1, 1 REMOVE I TREE,ANROx I'DAREfEII BANKS,OREGON 97106 CU CEAR MTl METAL / NEW CULVERT BFNEATN NfW SIMWAA (503)3137666/1503)328-0883 FAX CAM CORRUGATED METAL PIPE INR NEW +W4r SMT ELEVATIONS CMU CONCRETE NLWIMPIY UIPT NA NOT APMICAS E f 9 NEW ELECTRICAL(EQ CRINOWI*REQD EQUIPMDA ENT BOOS R fA11 � EdXPMEM(EQUIP N OWNERI.SEE FQU,MEXT SUPPLER Cd ODIIIMN NE NOT INCLUDED IMOMTMCF DRAWINKAMDSP IFICATIONS COR, CpMPKT,COMPARED MOM NOMINAL /\ 10 NEW OPEXNG N EXISTING INTERIOR PARTITION rOYSuuA_•Mt CON: CONCRETE MSE NOT TO EIEEm � CHANGE IN ELEVATION b ' !1 TOGAINFILLOCATE oo, O TRACK ATA Ut REROUTE ERASIRS SMETACIDL CONI CORNECTION MS NOT TO SCALE �� E i� TO wNABDut\-AT NEW BOOK COM ERAS tTMIC'Itt'°A1 CAD MRI110 BENEATH NEW BOOK COHIVFYGR I1 DATA E 2 rw•s CorMlsq Enprban.rIc COM CONTINUOUS OC ON CEMEER Euc DUPLER RECfrtRUEN 5560 sw NPDU Bx 7$ub 100 PrY(_%312 PY2150312 a0M CONiR CIRITaKTM OD OUTAGE DIAMETER OT CARPET OM OVERHEAD 1 PROJECT PLAN - Px I305I 21A1250 Fo•ISD7,2A4I»5 CT cFAAAHc IRF DPM OPPOSTE NATO /' FUST ou OOL. o_ MfNNG / GMDLNII "'"'"'�' GENERAL REQUIREMENTS DBA DEFORMED BARANCMA Orr DIP f I L EOWP W"UM WILL"WIN A WRAC DATE OF DELIVERY 0 MO-RINE FOR DBL DOUNF OPT m"ONA Nf W EQUIPMENT.CONTRACTOR SHALL COMPLETE W GRIT TGR NEW OPENIM3 NO DEMO REMIX KM.DEMOLITION OWI OPEN WAHNS —NEW CANOPY LATER THAN LAST THURSDAY BEFORE XHEMIED DELIVERY DATE AND PROVIDE DEM DEPARTMENT PLA" PLASM LAMINATE --`.SIY N._MR_tRvc NTRACTLAI TEAR DIRMYCONSTNICTIONTOENwREB 6MK REURENEWEW A O DRNDNG FOUNTAIN PAF POWER ACTUATED FASTENER A101' DETAILC.LOUT ' FOR NEW BOOK MOP IBY OWMRI INSTALLED LL.AOTHER WORK UNDER TANK PROJECT SHALL K COMPLIED HRP I BEFORE THE NEW OPENING N EXTERIOR W.I IS CREATED 0`11 DOWLASFWHAACM EMEDDICIAAR 2. ELECTRICAL SCOPE WII HAVE AN FMIJER DEADLINE FOR COMPLETION HYSM DIA DIAMETER PARTIALDWT RENEdaiNDN PERMIT TIME TGR TESTING AID K(EITANCE BY EOU,SIAPLEI.TMS MADIIHI DREG "AGONAI MP ,UTE DRAWING/DETAIL NUMBER IS EXPECTED TO PRECEDE EQUIP MINER,DATE BY IPPROX 2 WEEKS. DIM DIMENSION PL PLUMBING $HEET CAlEO OUf FIOMIWNEN1101 3. CONTMCTOR TO ISOLATE AREA O WORK WITH PLASTIC.1,CONTAIN AND DISP DISPFNSER.MPOSAL PS POUNDS PERSWAREFOOT MITIGATE ALL MST AND ODORS.AND COMPLETELY CLEAN MIA AT ENDO ORAWIXG/OETAE TITIN DIST DISTANCE PSI POUNDS PER SQUARE ITCH N I I EACH NRR AND ENSURE AREA K READY FOR USE BY OWNER REMOVE IX WWI AD Pt PRESSURE TREATED DRAWING TITLE DN DOWN PTD PAP.IOWRE DISPENSER TEMPORARY BARRIERS ANDPROTECIIONSMON DAY EXCEPT ASREODFOR o I. M DOOR PTO PLYWOOD B5<1�Rr•t'1T-P CV 1 1 �WORK MUST BE PERFORMED WHILE LMARY IS CLOSED TO THE PUBLIC WMWIK DS DOWNSPOUT GTY DUANETItt `DRAWING SCALE ` y! 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