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Specialty Construction ~
Contract# ® CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT—NON-PV1WR PROJECT ASSEMBLY OF SUMMERLAKE PARK STORAGE BUILDING EO Q' D THIS CONTRACT, made and entered into this.a btday of March, 2010, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Specialty Construction LLC 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 Scope of Work; 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 assembling a 26-foot by 60-foot pre- engineered storage building according to Exhibit A, Scope of Work, and Exhibit B, U.S. Metal Buildings Construction Drawings. 2. Prevailing Wagg While the City and Contractor enter into this Agreement with the understanding that the work to be completed does not initially exceed $50,000 and therefore does not initially require the provisions of ORS Chapters 279A and 279C or other Oregon and Federal provisions pertaining to minimum salaries and wages, the said provisions are incorporated herein by reference as if fully set forth in the event the contract is amended to exceed$50,000 at any point. The Contractor agrees that,in the event the contract ever exceeds$50,000,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. This includes any required back pay for work done while the contract was under$50,000. Once the project exceeds the$50,000 threshold,all employees shall be entitled to back pay equal to or greater than the wages required under BOLI laws. If the contract reaches$50,000 or greater through change orders,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 60 days from the date work first began on the contract,whichever comes first. The fee is payable to the Bureau of Labor and Industries and shall be mailed or otherwise delivered to'the Bureau at the following address: Bureau of Labor and Industries Wage and Hour Division Prevailing Wage Unit 800 NE Oregon Street,#32 Portland,Oregon 97232 Also in the event the contract reaches $50,000 through change orders or amendments, the Contractor shall provide proof to the City that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. House Bill 2021 enacted during the 2007 Assembly of the Oregon Legislature makes a public agency liable for any wages,fringe benefits,and liquidated damages unpaid to workers as a result of the public agency failing to include information about prevailing wage rates in the specifications for public contracts. This law was effective January 1,2008, 3. Contract Documents The Contractor is hereby bound to comply with any and all requirements of this agreement,including, but not limited to Exhibit A, Scope of Work, and Exhibit B, U.S. Metal Buildings Construction Drawings. The Scope of Work and construction drawings, by this reference, are made a part hereof with the same legal force and effect as if set forth herein in full. 4. City's Representative For purposes hereof, the City's authorized representative will be the Nick Nissen, Facility Services Supervisor,who is available by email at n=9-tigard-or.gov or by phone at(503)718-2605. 5. Contractor's Representative For purpose hereof, the Contractors authorized representative will be Abijah Nation who is available by email at specialtyconstructionllc@gmail.com or by phone at(503)452-0427. 6. Contractor Identification Contractor shall furnish to the City the Contractors employer identification number,as designated by the Internal Revenue Service,or Contractors social security number,as City deems applicable. 7. Compensation City agrees to compensate Contractor for goods or services supplied,including any applicable shipping and handling charges, as detailed in Exhibit A, Scope of Work. City shall not be responsible for payment of any materials,services,expense,or costs other than those which are specifically included in Exhibit A. Compensation over the life of this Contract is not to exceed Six Thousand Seven Hundred Twenty-Eight Dollars ($6,728.00). Payment will be made based on Contractors invoice, subject to the approval of the Contract Manager or appropriate City representative,and not more frequently than monthly. Payment shall be made only for work actually completed as of date of invoice. Payment terms shall be net 30 days from date of invoice. Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred. 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. Page 2 In the event the contract ever reaches $50,000, the Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The initial statement at that junction must also contain proof of paid back wages. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement in this event. Also, 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 payrolls sheets with the City in the event the contract reaches$50,000. The Contractor agrees that the "Time of Completion" is defined in Exhibit A, Scope of Work, 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$50.00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. 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 shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. As a further condition of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment, a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 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 terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the 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. Page 3 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 certifies that it currently has a City business license or will obtain one prior to delivering services under this Agreement. 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. 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 if this contract ever exceeds $50,000 as outlined in Section 2. 10. Contractor-Payment of Benefits-Hours of Work A. The Contractor shalt 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 all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement; 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167; 4) 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. If this contract ever exceeds $50,000 as outlined in Section 2, 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 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 Page 4 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 worker's 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) For any project 90 days or less from the date of the award of the contract to the date of completion of work under the contract, the statements shall be submitted once before the first payment is made, and once before final payment is made of any sum due on account of the contract. b) For any project exceeding 90 days from the date of the award of the contract to the date of completion of work under contract, the statements shall be submitted once before the first payment is made,at 90 day intervals thereafter, and once before final payment is made of any sum due on account of the contract. C) 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 Contractors Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day,or 40 hours in any one week,except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it,in which event,the person so employed for excessive hours shall receive at least time and a half pay for the following: 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday;or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. 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 Page 5 personnel rules or union agreement. The Contractor shall require every Subcontractor to comply with this requirement. F. 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.505(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. G. 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. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a 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. 13. Early_Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the Contract. B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and include the day of termuiation and shall be in full satisfaction of all claims by Contractor against City under this Agreement. Page 6 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 party already accrued prior to such termination. B. City,by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof,or 2) If Contractor fails to perform any of the other provisions of this Agreement,or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten(10)days or such other period as City may authorize. The rights and remedies of City provided in the above clause related to defaults (including breach of contract)by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph (b), Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred,an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee;provided, that there shall be deducted from such amount the amount of damages,if any, sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeaL3 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. Page 7 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 governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. ' B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth herein in full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be, in addition to a reasonable extension,if necessary,of the contract time,a reasonable adjustment in the contract price,if necessary,to compensate the Contractor for all costs and expenses incurred,including overhead and profits,as a result of the delay or additional work. 18. Changes City may at any time, and without notice, issue a written Change Order requiring additional work within the general scope of this Contract, or any amendment thereto,or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in writing within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement,no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City,which expressly states that it constitutes a Change Order to this Contract. The issuance of information, advice, approvals, or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract,as changed. 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 Page 8 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. 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 City. 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 party shall pay such.sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 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. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor,this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 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 all risks arising directly or indirectly Page 9 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. 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 (1996 ISO 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 $1,000,000 Products-Completed Operations Aggregate $1,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage(Any one fire) $50,000 Medical Expense(Any one person) $5,000 B. Commercial Automobile Insurance: Contractor shall also obtain, at contractor's expense, and keep in effect during the term of the contract, "Symbol 1" Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$1,000,000. C. Workers' Compensation Insurance: The Contractor, its subcontractors, if any, and all employers providing work,labor or materials under this Contract are subject employers under the Oregon Workers'Compensation Law and 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 to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than$100,000 each accident. D. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, and employees shall be added as additional insureds with respect to this contract. All Liability Insurance policies will be endorsed to show this additional coverage. E. Notice of Cancellation: There shall be no cancellation, material change, exhaustion of aggregate limits or intent not to renew insurance coverage without 30 days written notice to the City. Any failure to comply with this provision will not affect the insurance coverage provided to the City. The 30 days notice of cancellation provision shall be physically endorsed on to the policy. F. Insurance Carrier Rating: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance carrier(s)with an unacceptable financial rating. Page 10 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 effected until the required certificates have been received and approved by the City. The certificate will specify and document all provisions within this contract. A renewal certificate will be sent to the above address 10 days 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. Primar� Coverage Clarification: All parties to this contract hereby agree that the contractor's coverage will be primary in the event of a loss. 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. Contractors insurance policy shall contain provisions that such policies shall not be canceled or their limits of liability reduced without thirty(30)days prior notice to City. A copy of each insurance policy, certified as a true copy by an authorized representative of the issuing insurance company, or at the discretion of City,in lieu thereof,a certificate in form satisfactory to City certifying to the issuance of such insurance shall be forwarded to: City of Tigard Attn: Greer Gaston,Management Analyst 13125 SW Hall Blvd Tigard,Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this contract. 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: '3GONTRACT 1VIi�1V9GERcFt)ItCITY sf `' -" ,,y 3_ :C E OAM"A F,00"uNiItA R CTUR; City of Tigard Company: Specialty Construction Attn: Nick Nissen,Facility Services Supervisor Attn: Abijah Nation Address: 13125 SW Hall Blvd. Address: PO Box 230431 Tigard,Oregon 97223 Ti d,OR 97281-0431 Phone: 503-639-4171 ext.2605 Phone: 503-452-0427 Fax: 503-684-8840 Fax:503-477-8974 Email Address:n=&fi ard-or.gpv Email Address: specialityconstrucdorAlc@gmail.com Page 11 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(4). 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. 31. Demolition—Salvage and Recycling As required by ORS 279C.510 Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 32. Complete Agreement This Agreement and attached exhibits constitutes the entire Agreement between the parties. 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 has read this Agreement,understands it and agrees to be bound by its terms and conditions. Page 12 IN WITNESS WHEREOF, City has caused this Agreement t e executed by its duly authorized undersign officer and Architect has executed this Agreeme t date hereinabove first written. Approved b Tigard's Local Contract Review Board: Not re i f this vroject CITY GARD SPE&TIS UCTION signature S' ture Printed Name&Title Printe Name&Title -/0 Date Date Page 13 EXHIBIT A SCOPE OF WORK Assembly of Summerlake Park Storage Building Specialty Construction will assemble a 26-foot by 60-foot pre-engineered storage building in accordance with Exhibit B,U.S. Metal Buildings Construction Drawings. Assembly will include: ■ Supervision,labor,and equipment to assemble the building. ■ Supervision,labor,and equipment to install one (1)roll-up door measuring approximately 10feet by 12feet. ■ Supervision,labor,and equipment to install three(3)roll-up doors measuring approximately 10 feet by 10 feet. ■ Supervision,labor,and equipment to install one (1)3070 man door and one (1) 6070 man door. ■ Supervision,labor,and equipment to install two (2)3030 windows. The City of Tigard is responsible for the foundation,all building materials,and the correct placement of the bolt hold downs for the metal post connectors. Time of Completion: May 28,2010. Total cost: $6728.00 Page 14 I DESIGN LOADING DRAWING INDEX U O S. METAL L B U I LD I NGS THIS STRUCTURE 1$DESIGNED R UTI112D THE LOADS SSUL PAGE COVER INDICATED AND APPLIED AS UTI IZI BY f1 c 0 LI Of 1 COvEP, SNEEi 4 OSSC 07 0 ABT A14CHOR BAIT PLAN 1 1 8 2 EAST NEWPORT CENTER D R . THE BUILDER IS TO CONFIRM THAT THESE LOADS 0 A82 ANCHOR BOLT REACTIONS COMPLY WITH THE REGUIREIJE14TS OF THE LOCAL BUILDING DEPARTMENT 0 RFP ROOF FRAMING PLAN D E E R F I E L D BEACH F L 33442 FRAME/ROOF DEAD LOAD U FCS FRAME CROSS SECTION SUPEfiIMo05ED 2000 PSF 0 LEW LEFT ENDWALL \ COLLATERAL(LIGHTS) 0 5 PSF 0 REW RIGHT ENOWALL FRAME/ROOF LIVE LOAD 20/20.00 PSG 0 FSW FRONT SIDEWALL SNOW LOAD D 9SW BACK SIDEWALL BUILDING SPECIFICATIONS BUILDERS RESPONSIBILITIES GROUND SNOW LOAD(Pq) 250000 PSF a DET GENERAL DETAILS FLAT ROOF SNOW LOAD (PI) 25 PSF THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE SHOW EXPOSURE FACTOR(CA) 1.D THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN OH THESE APPROPRIATE AGENCY AS REQUIRED. DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY SNOW LOAD IMPORTANCE FACTOR(IR) 1.0000 GO MPONEH7 PARTS,OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR APPROVAL OF U.S.METAL BUILDINGS DRAWINGS AND CALCULATIONS INDICATES LOADS MUST BE DONE UNDER THE ADVICE OF A REGISTE REO ARCHITECT,CIVIL OR THAT U.S METAL BUILDINGS HAS CORRECTLY INTERPRETED AND APPLIED THE THERMAL FACTOR(Ct) 1.20 STRUCTURAL ENGINEER. U.S METAL BUILDINGS WILL ASSUME REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED (SECT,n 4.1 AISC CODE OF STANDARD PRACTICE, 13TH EDITION) WIND LOAD THIS US METAL BUILDINGS METAL BUILDING IS DESIGNED USING WHERE DISCREPANCIES EXIST BETWEEN THE US METAL BUILDINGS STRUCTURAL BASIC WIND SPEED 100 MPH STANDARD DESIGN PRACTICES BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS STEEL PLANS AND THE PLANS FOR OTHCR TRACES,THE STRUCTURAL STEEL PLANS WILL GOVERN WIND IMPORTANCE FACTOR(Ir. 1.00 OF THE FOLLOWING ORGANIZATIONS AND CODES (SECT 3.3 AISC CODE OF STANDARD PRACTICE, 131H EDITION) ) AMERICAN INSTITUTE OF STEEL CONSTRUC "SPECIFICATIOH FOR THE DESIGN, DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT WIND EXPOSURE CATEGORY e DRAWING STATUS FABRICN,ATIOANO ERECTION CIF STRUCTURALTION'STEEL FOR BUILDINGS", 1]iH EDITION FURNISHED BY U.S.METAL BUILDINGS ARE THE RESPONSIBILITY Of THE BUILDER TOPOGRAPHICAL FACTOR 1,0 AND ENGINEERS OTHER THAN U.S.METAL BUILDINGS ENGINEERING UNLESS FOR APPROVAL "I,PICAN IRON ANO STEEL INSTITUTE. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF SPECIFICALLY INDICATED A COLD FORMED STEEL STRUCTURAL MEMBERS`, 2001 EDITION(VI/2004 SUPPLEMENT). SEISMIC LOAD [HESE DRAIIIIOT 1 B,IAO ro APPop I.ARE Rx THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN D[FRNrlOn Or v r+D1 ARE r ONCEPT— AMERICAN WELDING SOCIETI'. "STRUCTURAL WELDING CODE" OCCUPANCY CATEGORY II - Normnf REPRESCrdi4irorl OIIIY. Clfl PURPOSE 5 i0 AWS 01.1-200fi 'STEEL COMPLIANCE vl1TH U.S.KETAL BUILDINGS CONSTRUCTION'DRAWINGS coNrdRM PROPER I—OPROTATION or THE PROJECT AWE Dl 3-98'S1IEii STEEL 505 D,7106 DORLUpdTS, ONLY oRA+4OGS ISSUED TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS,BRACES.FALSEWORN OR OTHER 'FDR coNsiRUcrroN'uu BE coNSlof rsto MSMA METAL BUILDING SYSTEMS MANUAL,2002 ED WITH 2O04 UPDATE ELEMENTS REDU,ED FOR ERECTION WILL BE DETERMINED,FURNISHED,AND INSTALLED S01 0,3947 AS COMPLETE. BY THE BUILDER, (SECT 7.10 AISC CODE OF STANDARD PRACTICE, 13TH EDITION.) MATERIAL PROPERTIES Of STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID Ss 0.9710 FRAMES AND OTHER PRIMARY STRUCTURAL, EXCLUSIVE OF COLD-FORMED SECTIONS. IT IS THE BUILDERS RESPONSIBILITY TO APPLY AND OBSERVE ALL PERTINENT SAFETY ❑ CONFORM TO ASTM A529 OR A572. FLANGES WITH THICKNESS OF 1'OR LESS RULES AND REGULATIONS,AND PER OSHA STANDARDS AS APPLICABLE. 51 0.3970 FOR PERMITS 014LY AND WIDTH OF 12"OR LESS CONFORM TO ASTM A529-05 GRADE 55. FLAHGES 1H[sE oRAlnNts,BFNIt roA P[Rurt,ARE BY OR THAN 1"IN THICKNESS OR 12"IN WIDTH CONFORM TO ASTM A 572-06 THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED, SITE CLASS D .1. CON 11L DIw ON Y DA4 HERTEMOS Vi SO GRADE 50. WEBS Of 3/16"OR LESS CONFORM TO ASTM A1011-06b GRACE 50 AND AND MUST INVENTORY BUILDING AT TIME OF DELIVERY. 'roR CANSRutDDN`tANL BE FAlI51DERED WEBS GREATER THAN 3/16'CONFORM TO ASFIA A1O18-06c GRADE 50 OR ASTM SEISMIC DESIGN CATEGORY D AS COUPLER, A572-06 GRADE 50, GENERAL NOTES MATERIAL PROPERTIES OF HOT ROLLED SECTIONS W8X10 THROUGH W24X76 SEISMIC IMPORTANCE FACTOR(Ic) 1 OD AAWnIDs CONFORM TO ASTM A572-06 GRADE 50 OR ASTM A992-04A GRADE.50 FOR CONSTRUCTION HOT ROLLED SECTIONS LARGER THAN V124X76 CONFORM TO ASTM A36-05. DESIGN BASE SHEAR(V) 1 04 KIPS HAL D NO CHANGES SHOULD BE"BE TO THIS BUILDING SYSTEM UNLESS APPROVED IN WRITING MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM A53-060 TYPE"E" BY THE MANUFACTURERS ENGINEERING DEPARTMCNT, GRADE`8 MINIMUM YIELD OF 35,000 PSI, RAIN INTENSITY UNAPPROVED CHANGES COULD RESULT IN AN UNSAFE BUILDING DESIGN AND COULD 5-MINUTE DURATION,5-YEAR 4 DODO IN/HOUR MATERIAL ENDANGER OF HOLLOW STRUCTURAL SECTIONS CONFORM i0 ASTM A500-03A ENDANGER PUBLIC$AFETY. RECURRENCE (11) GRADE"8',MINIMUM YIELD OF 42,000 PSI MATERIAL PROPERTIES OF COLO FORMED LIGHT GAGE STEEL MEMBERS CONFORM THIS BUILDINGS ANCHOR BOLTS ARE BY OTHERS, U S METAL BUILDINGS DOES 5-MINUTE DURATION, 25-YEAR 6.OD00 IN/HOUR TO THE REO UIREMENTS OF ASTM A1011-06b GRADE 55 WITH A MINIMUM YIELD NOT PROVIDE ANCHOR BOLTS. RECURRENCE(I2) FOR ERNIN ONS OR ASSISTANCE T OF 55,000 PSI. CONCERNING ERECTION CML. ENGINEERING SEAL 1-954-281-2041 MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 __ BASIL STRUCTURAL SYSTEM AND SEISMIC RESISTING GRADES SO OR 80 WITH MINIMUM YIELD POINTS OF 50.000 PSI AND 80,000 PSI SY M ORDINARY MOMENT FRAME OF$TEEL RESPECTIVELY R 3.25 U MONDAY - FRIDAY 7:30AM TO S:DOPM TM15 CERTIFICATION COVERS PAP.75 MANUFACTURED AIJD DELIVERED 0Y THE MANUFACTURER A iALy515 ROCEDURE IS EQUIVALENT LATERAL FORCE MATERIAL PROPERTIES OF CABLE BRACING CONFORM 10 ASTM A475-03, ONLY,AND E%ELUDE$PARTS SVCH 0.5 DOORS, WINOULVS,FOUIJ00.710N DESIGN ANO ERECTION OLEOUR. CLASS A 7-STRAND WIRE ROD BRACING CONFORMS TO ASTM A36-05. OF THE BUILDING. HIGH STRENGTH BOLTS ANO THEIR INSTALLATION SHALL CONFORM TO ASTM THESE DRAWINGS AND THE METAL BUILDING SYSTEM THEY REPRESENT ARE THE PRODUCT OF AN SPECIFICATIONS A-325 AND ARE DESIGNED AS BEARING TYPE CONNECTIONS WITH AFFILIATE OF NET GROUP,INC. - 10943 N. SAM HOUSTON PARKWAY W.,HOUSTON,7%77064. THREADS INCLUDED IH THE SHEAR PLANE. TIGHTENING OF THESE BOLTS IS THE PROFESSIONAL ENGINEER WHOSE SEAT APPEARS HEREON IS EMPLOYED BY A AFFILIATE OF RE COMME14DED BY THE'SNUG-TIGHTENED JOINTS"METHOD,PER 2002 RC5C-SPECIFICATION NCI GROUP,INC AND IS NOT THE ENGINEER-OF-RECORD FOR THE OVER L PR JECT FOR STRUCTURAL JOINTS USING ASTM A325 OR 490 BOLTS." ALL STEEL MEMBERS EXCEPT BOLTS.FASTENERS,AND CABLE SHALL RECEIVE ONE SHOP (� DRAWN DATE U S. METAL BUILDINGS JOB NO. COAT OF INHISITNE PRIMER,SSPC SPEC r15,UNLESS STATED OTHERWISE IN THE CONTRACT 1� �Q ART 11/ 3/09 1102 CASs NEWPORT CENTER DR 0820-246778 1' 1-954-291-Za41 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY _"PE7r CHECKED DATE DEERFIELD BEACH,FL 33442 ORS20884 Of THE OWNER,U14LESS STIPULATED OTHERWISE '\I�I CM CUSTOMER' 11 b APPROVEDDATE NICK NISSEN e� ORE EGON TIGARD, OR 97223 ���' "•�Ar 1�0y OOH BUILDING. AS sNEEi N0. f SCALE O F�'�BATHER�O o N.T.S. 26'-0" X 60'—D" X 12'—D" 1.0:12 D LI OI 1 iA� 1O 00'-0"ON-TD-DUI OF STEEL 4 ® Ga= 3/9" 2 G 2D'-D" 20'_0. 2'-0" 10'-0" 0'-0" _I 1/2" 11/ E �- ° n ^L A o J D G u r-i G o �N =T A A i C A q, J A I la 10'-0' -0" 0'-0" 10'-0" '-0' V-0" 12'-0" 2--0" _ .-0" 2 3 4 ANCHOR BOLT PLAN NOTE! ALL BASE PLATES @ 100.0' (U.N) ASSUMED FINISH FLOOR @ 100.0' (U.IJ) NOTE: U.S. METAL BUILDINGS Anchor Bolts By Others! ]]CA]i DEw—DE'—DR DEER11—TIE—.fl JJe°2 9]4-281—]DlI NOTE- ALL WALKDOORS ARE FIELDU.S. METAL BUILDINGS ""w""°�T ;;` , 9 DESCRIPTION. ANCHOR aotr PUN LOCATED, UNLESS NOTED Does Not Provide Anchor Bolts. "` ""`,5 cusrDMER NICK NISSEN N.T S LOCATION TIGARD. OR 9722.3 SEE CO— -- "wn cv/ JN 0820-248]]8 "� ABI 0 LNC= 5/8- D- 5/B" BRACING REACTIONS, PANEL SHEAR NOTES FOR REACTIONS rk"LP 2 3 3 R-'— DATA IH)sS N- SAM,.THE FQLOMxIa 4RL 8440 ON -SI), rC _____________________________ Cp.!A9t NIL• --Yded-- m<- 4N WADING L« Vrr Lre HNn VeH Wan Veil !ro/0) L_D'! I SEAWor6F_RY A VYeoF his 6endm9 Daed ROOF sOPE(F7)/12) ,:G121/4012 R1w 4 s7 DAO l6+➢ �mD>n'e - WO e.sv c COLIATOK EOM(arl -05 [14- RLIAAELIkf(g) ion ROID FRAME REACTIONS: ala�+'taO(A 'n E14 CROM:O SN)ti'r LD^D fad -250003 1 I/2" EW/ 1 I/2" <' S ' VNrp 9EE0(bRa1) - 00 Jw / N'Ta CODE 0ss 07 1'I Q 1 I/2 Sro Ron 1 3 a' ___R-Io (k.I_t)___ t°°d I X01 C-d to ti,c Vrc Manz AB_Vn1 MNn<nl m ILODRi -YTE7 - 100 OEFAIL A DETAIL E F_SN A 2 OF 12' 6B ri!nd SOWCA20NE��x -01CO H H Diu- 5/6- F_W A 2 03 04 34 Semnc SDSLEC aUF(CA) - 1079 } E_$N A 3 05 "' 68 Ydnd F-SIN A 3 03 64 34 Sr m OE9.TOPTON CONCRETE Of H OL a+07900 RIGID FRAME: vAnEAA1 R-ciCFOHs anon BHTS x eA¢PurEs r 2 0.+CL+075A+0.75VAI+07S5Ede 3 0EO+O7SS.W 75VIRIa0159de _________ ---_---Qlumn Revc4vvs,J)______ _________ __----—____________ 4 OM +K12 Frm Cd food Hera. V t I Itrnn V ins Hall Wfl-d Pm:e C�oW STEEL LINE 6 0600U'Mt2 mRe mR4 m H --- m N vmA - 0(00) wa Le-m) r k 6 0600L-VM1Yndl+lwM111E ________ ______ __________ ____ 7 0600-1MMl+W.bO11RE 2 C 3 23 4.4 4 -24 -2.0 4 0750 6000 1050 0500 00 4' B .1;2-1 51 8 .7 7.7 6 O6 -34 L J PRQ) 10 06IXILaiN2+1K 2- A 5 2n -20 2 -o< a4 < 07'40 BL00 1050 0750 00 EY! -+—_ ,1 0.+Q+vLINB_91 - -1.7 7.7 7 -06 -34 I 1/2- 1 1/2 2 oE6R+NPalnVhml T' Flvmv Ms v 2 3 is o600L+AR2+WS I 1/2 1 1/2- I O.+Q+EILMB_9..-R ENET�L COLL)N�Ij: I.MkW RECIl01Q NOnt EMT5 &&3 FWES S.Iiw1 ie a a,QOuiss n DETAIL B _________ _______�Olum,Re«ban(k)—____ W.Dia= 3/4' CONCRETE NOTCH AND ti� e L«a F vim, L' wHo vmA w Me) %, P�ieT4 ANDOR BOLT PROJECTION ANCHOR Bar A1MMARY ------- -------- 1 C 10 0 00 80 -UB 10 00 -08 2 0625 7000 ROOD 0750 00 -I.B li -I3 -1.7 2 0625 7070 8000 0250 00 GO 'STEEL LINE -— — (—) f—) 1 A 13 00 oe 13 80 -08 2 0625 7000 8000 0M 00 3 I/2 C 16 DI 5/8' A107 200 14 00 1.8 ®I p D 12 DY 5/8' AYF7 2.00 4 A 10 00 -8 10 00 -00 2 0611 7000 BOOO 0250 00 3 1/Z• @ 16 RF ]/i A307 250 15 00 Is _1_ B 0 14 -18 12 -13 _I.7 2 0811 7000 8000 am 00 GENERAL NOTES 0O AB a 1% -18 2 1/2- 2 1 8 1/4- PRa 4 16 00 -.6 13 00 -OB 2 0075 7COD BOLO 0250 00 1 1 1/2LJ 1/2L 1 TIE UEW4 SADW Lo"'C URM is -- SN I RL�i'OHl9B.E FDR TIE OFSCN OF TK aCFOR 1 1/2• I I I I OW Dw'ETER ONLY TO POW THE Sv¢PmR PLATE R d-FFRQS BERSTEu TIE OAX PLATE AND 7FE ARDOR GMT IN 9EAR DETAIL C WAMM Aro MWN Bts 5 N01 RSFGMME FOR THE MC OR BOLT Dram 3/4' CONCRETE NOTCH ANDI Fu.MUZFER OF IORCES TO a r I I TWO ROWS OF/KHOR BOLTS TIE WTA DAIMNc Iwafr m 0065 HOT U&SIGIN WO I WI AESVIrsBE FOR THE TIE FO ATaET44L M CONSTUDRS T E a 11E CUSIG"0'r EE>ci AM TE DD ® a" MSELr FM a�IL1E PRDASAtS AREMMOL IN THE d� FOIrA76STOU OE90r FOR LOAD$BBaSEO BY ® N MWNREACTIONSOF THE SM 0,14,arHFR BR 1 t/z,• OSEO LOAT.Aho BFAIM FINN OF SGO TEE°r STIS SCOMMONS OW MT TIE AICHOR.YS AND FWMk110N Or THE BIDING Elf DESIGNED BY A RMIS MI) 2" 2- 8 1/4" - PRONEMOWOF ONEER EXPERESm IN S'F t 1/2" (RYAN Al VBAA 2006 UEFA M11LOW _See PLOD I I�• —T— T(3ITOW JFI Wt PLATES dRAT TIE Sug ELE1IATIOd(MBESS HOTCO) NOTE: DETAIL D FLOOR SLOPE AT Anchor Bolts By Others! FRAMED OPENNG U.S. METAL BUILDINGS Does Not Pro,,de Anchor Bolts. U.S. METAL BUILDINGS —1 EAST NV--CENTER OR. OEERFIELO--,FL ]]44T t_Ya+-701-2d1 -:KT SIE 3 1E5CRI1TION- ANCHOR BOLT REACTIONS c m M Nt 1 51 CV$TDMER: NTCN NISSEN au NJ S. LOCATION, T C ^p'IIARD,'DSR 9722 ay Hann SEE COVER iu 9 AR7 EV VIEWER TABLE RCOF PIAN IAARK 1 LEfJ la Bx 14 -I I P-2 8X25214 22'-3 1/2" P-3 8755214 19-1 1/2" E-I BE54L4 19'-ll I/2' E-2 8ES4L14 19-11 IP- E-3 8ES4L19'-11 I/2" E-4 ES4114 1A. 19'-II I/2" E-5 S�541i4 19-II 1/2" E-6 BE54LIq 79-11 12' TRIM TABLE FRAME LINE p91 lalr.'Rf I BD'-0"OUT-TO-OUT OF STEEL 4 CCNNECiiCW P" Z � RPD£PIAN 1 J ❑ MWM PHI 2p'-0" 2D'-0" 20._0• 1 F-6 RFI-! E-5 RFI-I E-4 1 C C u P-I T P-2 T P- T a ER-1 PEI-2 RFI-2 ER-2 i =] Q u P-3 Typ P-2(Typ — P-I(Typ) (20) ER-2 RFI-3 RFI-3 ER-1 N a n� - q f A C-1 RFI-4 E-2 RFI-4 E-3 - PURUN r-I']T r-I ROOF ua SHEETING PANELS.26 Cm PR C.1-1— ROOF .1-1 eROOF FRAMING PLAN GENETRdL NOTES: NOTE. U.S. METAL BUILDINGS 1,INSTALL ALL PURUN AND FLANGE BRACES(FB)AS SIVAN "'OF PANEL PROAIOES STRLCRRAL STABILITY TO TI-E BULD114G Alternote Arrows 7-n 2 3 SITU PLVUN�IF PRPADED,IA1ST BE INSTALLED AND FASTENED � 114]-1--CENTER OR OECa:tELO REACH,ft ]J++2 -95+-]4N-201 TO ROOF S"EE"N"PER"PBR"PANEL ROD£DETAIL U And Down From +wRCAKT R11E 3/09 DESCRIPTION' HOOF FRAMING PLAN 4.DO NOT ADD ANY AODITIQWWL ROOF CPEMWS HXIT BUILOI'G P Bay MApA1FPLllhtEft APPRO✓A1 OR PROFESSIONAL ENGINEER APPIiDJN.. An,f I51-- CUSTOMER: NICK NISSEN 5 DO NOT STACK SHEET BUNDLES ON ROOF.OALY RAISE INDMDLYAL To Boy For Purlins To Lap. CA SIRS AS NEEDED. L N.7 S. LOCATION: TiGAR O, OR 9722] I, 6 AFTER INSTALLATION,WIPE All PANELS CLEAN OF I/LTAL a+as JOB 9A\4lrS CAUSED BY DRILLING P g Lv N SE[ COVER G82O-250770 RF0 SzIfCE BOLTSMEMBER S A& 1 DE rlAWC Spore 0- -----Ba----- �K V W 5 Ihrk Top/ Ba/ Rd Type P Length STA END TkCK LEJG'FH W x T x LENGTH W x T x LENGTH �,-1 4 4 0 A325 3/4' 2" 1 1 IOO/1D0 0178 O 0 D127 112.0 6 z 287 6 1 5'r 194 16- 13736 z] 15 x 126 SP-2 4 4 U A325 3/4' 1 3/4' RFI-2 80/60 0.127 1462 6 x 3/Io"x 1435 6 x 3/16"x IaS5 Sr,-3 4 4 0 A175 3/4' 2' FL-51 RFI-3 60/80 0127 1462 6 x 3/16 x 143 4 6+3/16'x 143,4 RFi-4 700/IOD 0,178 120 6 x i/4"v 13.4 6 x I/4'x 1284 FLpNCE BRACES BOTH SIOES(UNLESS NOTED)) f/ 100 t00 0127 1284 6 z 1 4"v 1370 M,XI).xx=lenglh(,n) A-L2x7X14G TO 1 z'10 3 q X11 3 pw 12 12 T Ln U I I I I I I I I I i -d �I I I I I I I I I 8 1/c' 10 3z8.. 22'-10 5/8- 10 12" B t/4" CLEARANCE+/- C A 0117-TO-0l1T OF STEEL FRAI,AE CROSS SECTION FOR FRAIAE LINE 2 3 U.S. METAL BUILDINGS 1182 CA51 NEWPORT CCNIER OR. pCCRCIEl0.1— 1L J]VV] GENERAL NOTES: w1rv4a ° 9 DESCRIPTION: FRAME CROSS SCCTION I ALL FIELD CONNECTIONS OF PRMAR(FRNAIIG MEMBERS 9W1.BE BIXTED W11H A325 H 5,BOLTS AND INSTALLED BY-HE'RW-TlDffEN's0 JOR45 "°� Ip CUSTOMER: NICK NISSEN LI Dw. ALL FIELD CONMECnMS OF SECOPD'rRy FRAMYS StYL BE BOLTED W1TN e'N'E NT,S LOCATION TIGARD, OF. 97223 0.3D7 114Ll r EOLTS SEC COVER JOB # 0820-246776 xwn.4 7 FC51 0 0 � 3 MSTf1L WJ,FlM&E BFi46 ON CDLIR.W MIU RAFTER AS 9i0y.N cos T•ABLE FRAMr uNE I DLAv+ All �Eu:IH Cor c rrn/RW 4 A325 EC-2 ER-2 4 A325 5 114" S R FR4M�'UNE E I LENGTHLAkRK PART EC-1Z 5 EC-2 8F35C 4 Id-7 5/I6" ER-I BF35C14 13'-8 V 5.. ER-2 8F75CI4 13'-8 3/16" lu-I BF25C16 7'-4 Di-I 8F25C16 3'-1O 5/16' OS-1 8125116 Y-IO 5/16" C-1 8X25216 11'-8" 0-2 8X25215 B-IO 5/6 G-3 8X25216 I1'-''3/4' C-4 Z1 9-2 3/5" OUT 26-T -TO-OLR OF STEEL I ln) B " EET PN 8- 12-4" 12'-46. L14„ 1 PB2 4"� RANGE BRAZE TABLE 2 FR4 IN1 72 12 12'y5 9 F$j925 OI M'VM I LE JGTH 1 I Egg -11/4"— 1 � � 3 COM CI101J' C I MATnc PART t CT7C4 84 �-o o-� � • � n n n :. C-i G-3 - I H-i _ I DS-I I � I I —____PMI_ EC-' 3'FID 5/ 16 EC-2 e1 Eo 1 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS 26 Ga.PR-Fem GIEm ENDWALL FRAWNG: FRAME LINE 1 U.S. METAL BUILDINGS GENERAL NOTES: 1 INSTALL ALL GIRT$AND 5Z BM' (FB)Ai 9?NRJ lrBZ E—1--1 CE.10 912 OEERFIE0 BGCM,rL 33447 �L�, 9n��rwc 9r DESCRIPTION: LEFT EHOWALL 2 WALL PAAEL PROMOES STRU:IUT2.1t,St TO THE BULOAG A T wrlE 3 OTHER THAN FOR W'a DCORS AND MMINE,9YYN ON THE CUSTOMCR: NICK NISSEN CONTRACT TXT NET ATA AOIXBCNAL WU OPENINGS'MTFDUf c rME I I m APPRWAL OF BULDING MWUFALTURER OR PT10 M0NAL ENSIN¢ER " NJ 5. LOCATION. TIGARO. OR 97223 4 AFTER INSTALLATION,WIPE ALL PANELS CLEAN OF AETAL SiAVR3:5 CAKED B/BALING .9t SEE COVER LT TABLE MAL UNE 4 LOFATION DLWV 014 LEIJ'iH 2� 5/B 1 4 C.-Cd.—,/Rai 4 A325 I/2` I va. C- fR- d 25 5 B" 1 1 a" F FRIVE UNE a Lm PART L N H C-1 Z5C1 I - I6 EL-2 BF35C74 74'-7 5/16" ER-1 BF35CI4 13'-e 3/16" ER-2 BF35C14 13'-B 3/16" EU-I BF25C16 7'-4• OH-1 81`25C16 3'-ID 5/16" DS-1 6F25C16 S-10 5/15" G-1 87(25216 11'-8" G-2 OX25Z15 B'-10 G-4 6X25 16 5/B" G-3 0X25Z16 II'-11 3/4" - 9'2 8" A 26'-U"Oi1f-TD-OLR OF SfEEI TRIv, "ABLE B L Y Y Y FRAM[ LINE 4 .� B' 1e1AIL 4 12'-4 ` P 12 ru 4� QS'. 92 25A�g 12 12c eo:vFLIBR4CE 7A9LE25 2 ENGIH 2- 1 4 FRS 90 P\I E�2 J COMW PLAT S F I 4 xh �' � C � 10 kP1M PARI G-7 O_q -0 a - o- M n Q — G-1 G-3 OH-1 I - - I a - I � - I Pml i e I I I 4� Oq EC-1 _q 3 FeDdS 16" EC-) ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS 26 Go PR-Fem Green ENDWALL FRAMING: FRAME LINE 4 GENERA- NOTES: U.S. METAL BUILDINGS 1. I1°]:45i II.PORI CCNICR°R, OC[Rf1EL0.1—,11 ,� _°"_p91--I _ ALL ALL(7R15 PND FitNOE BPACES(FBI TO SHONN J 2 Vr 1L P.M�L FtUA�S SIRUCIURAI SIPFAtM TO 7HE 131-Rl011L "1H6 qK j 3 DESCRIPTION' RIOFIT ENDWALL 3 071{.TH°N FOR WALK DOORS AND 1N1400'7F 9iJA44 pV TF£ CONRLY7,DO Iv'0T AOD ADDTIIC4S:L YPLL DPEMNCS'MTFi7UI 151 m CUSIONER NICK N165EN APPROJAL OF 6ULUIG 14WUfPLTURER OR PROFESSIONAL ENGRIEER 1 4 AFTER INSIALLATCH V4PE ALL PANELS CLEAN OF SAL N.T.S. LOCATION. TIGARD, OR 97223 $MANIACS MUSED BY DRILL WG s SEE COVER J00 D820-246778 wnc' RE1V [v E 0 — 1 MBR TASL FkAME UNE A NYN3 LE - -UTZI6 W-3 BF25Ct6 OH-2 ff25CI6 IO'-0" p DH-3 BF25C16 12'-O" 60'-0"OLJl-TO-OUT OF STEEL f-I BE54LIt t9'-II 1/2^ 2 S E-3 8 S4L14 I9'-I1 1/2' 20•-D' 2p'-p^ 20._0.. G-5 6X25Z16 i'-9" G-6 eX25Z16 9'-6 I/2" Is Jz I6 G B SXX25216 T-B"In„ 1,-y E-2E-2 E-3 LS TRIM TABLE FRAME LINE A A.t OH-2 H-2 DH-3 vii-ae Tei"n=i NIL-]J i M_J - TRIM-J %EL-]) iR n-� C-5 G-6 G-7 I G-6 aicc-L T _ 5 _ TRI- - N c n CIION PLATES FRAM LINEA a X5 a l^.`_r a c a b MARK PARI G-5 G-5 G-7 G-R i - 3 I PMI 6 ---- ----- -- =I-- --------- -- _---- 3--------�-- EC-1 RFI-4 RFI-4 I EC-1 L8'-0" I Ip'-p' 2•-0"I 6-" i-,- 10._0,. 12,_0"I E,-0. I 12,-0" .L2'1- SIDEWALL FRAMING: FRAME LINE A Q Q O Q I RIO L E RT&R ---------=- �---�-------- ----�TI-117 --�--------------=---� IME ITUME LINE C NARK lElQH 01-2 I - DJ-3 SF25C15 If-6" 4 DH-2 V25C16 10'-0` 60'-0"OUT-TO-OUT OF STEEL 0, E-41114' 19'-n I/2' E-5 BE 41;1 19'-II 1/2" 3 2 E-6 SE54Lt4 n t/T 20'-G" 20-0" C-9 W21 I' 9" G-9 8X25216 21'-1 1/2' C-i0 8X252,6 22' 3 1/7" IG a C-11 6X25216 E_a E-5 E- u - TRIM TABLE FRAME LINE C 441 a N:l OH-2 L-2s i t ;RI41"R_; L n G-9 G-10 Rrcc' c-II c_6 I 0 CONNECrgN PLATES Yi FNNAE WJ C >^ ❑10 NARK PARE s� I -9 C-10 G-1t - G-B i _—_ PMI ____—_—_I__——_—__——— _—_—_I T____—_-- K-1 FC-1 RFI-1 RF1-I EC-I GIRT LAPS SICEWALL FRAMING: FRAME LINE C 4 Q Q Rf L-L LEPrEc-R __ __ — o o XFL 31 XFL-26 1 S CIEWALL SHEETING & TRIM: FRAME LINE C PANELS 26 Ca PR-Fern Green U.S. METAL BUILDINGS GENERAL NOTES: z CAT N[wppRr CENtC0.aR. OCCRfI[La BC+LK F JJ++2 95i-281-]all I INSIAU ALL ORIS AND FLANGE BRACES(FB)AS 9-OWN 2 WALL PANEL PROVIDES STRUCTURAL 6TABLLRY TO THE em C. pKT FI rIC 3/09 DESCRIPTION BALK SIDEYJALL 3 011ERACL FOR WEAK DADRS AND NA LL OP�rs NNCS QU LIT ¢ o+la 1utl 1 CUSTOMER NICK NISSEN gHmAcr.DD q RDD AOTNRONA VALL GPE nucs,tTwu APPRON+L OF BLALDII•ry WNJI'AMCER OR PROFESS0bAL ENMWER N.T,S. LOCATION: TICAR O, OR 97221 A MFR INSTALLATIpJ,4NPE ALL PANELS CLEAN CF METAL 4E =J414h0$CA= BO(NSLUNG, 505 SEE COVER -246778 JOH � 0620 IRR BSW 0 9w1 Lmr (1)/IYA 12-14 k 1 1/4' W WO'1 I;n ATGT BwD Cary,c,em.r CW P.r11er—\ j B'p Caumr y �Roor hrL b y P[D– Pw1a b Lw Rens–/ I �, L_ \ w.etm c1m: Y v X-5 Fbage Dmu IN Gilum (4)I/]'r I I/: Y::tlea Pblc BV Gn Op (Tro ]N a.Ead+au frro).NN4n]B,a< it z-.1 1/a'Alis e,qa aeAta In".I"Awz Brna (rD)(u N) (in)NN> hral fw1) >.Reror Ip:vena.Rvl,. Plw OSECTION THRU COLD FORMED RAFTER B4 ENDWALL COLUMN TO RAFTER C4 CEI ENDWALL COLUMN TO WALL GIRT 04 CORNER COLUMN TO WALL GIRT E5 BASE PLATE FOR ODOR JAMB N]r mem Battam Grt w/RM4pp sz. Rdev 41rchy top Grl 544 lmu C\Y DCA,rm /'RLa1 PUM rw axe[LD / t 4' ime SIM IF C.17a IOM a Ac54coDl F &ore /l (x Reyu.pp) •.�', • O:ye&xe P EW Rallvl G:t Er+RVPII •t 'II c c I .lays Bxe 6p (Pd. Ic DSw LapDpO [GLIRW � Rev1. 6.9 /2' Grt Mol m y'aT1') GW'.ru RR14r (x) , Mcrbr gvA —me•A' n.)(un�ro]aa. IIv,r) avm 1!f.raq. (ro)IU.N) RYP)NN)) O7 111 a11LL V"' F8 BASE PLATE FOR ENDWALL COLUMN F2D RACTtR RSPLICE AT SURFACE CHANGE GZ ROOF PURLIN TO INTERIOR FRAME RAFTER H2 WALL GIRT TO RIGID FRAME COLUMN IB LOW SIDE EAVE STRUT TO COLD FORMED RAFTER [mv 9rN D ar Jar.M Eow 4rvl Ema YM Ybl1 On LAtf Yk+En Nall Grl Gnr JomC Tme GLL -K� i+z�`_ y A s"��`-` R4AeU CDP I l'AI4tl Llp I C.4, 1'kked tlD J Dm,JmM trier Jom2 Ta�mme ` nyyl G:t R,Ra rF.— IWEOE p Mvam G AAT Bcga (Trp)(uN) (pYR)NN) (Tm)(u N) /rYP)(uu, NDT m1a (I a)(uNawT 02 EAVE STRUT TO RIGID FRAME WALL GIRT TO DOOR JAMB L3 DOOR JAMB TO EAVE STRUT L8 DOOR JAMB TO WALL GIRT O DOOR HEADER TO DOOR JAMB U.S. METAL BUILDINGS 11U]C—11-1.C[R1[1 R. DE[RfKLU U[Afn,11 53/x] 1_p41-pU1-RWt ewv1:AKT 117 D DESCRIPTION DETAIL DRAWINGS CUSTOMER: NILK NTSSEN u N T.S. LOCATION; i1CFR0 Ofl 9T22D Rs SEE COVER "W1vp] Y' JOB Al 062D-246776 OETI Y 0 Mqd N...C— .r OP AICTS F 112 so I-IEL AA24'oc P Well Pl.— lrpae E, R-1 D-.1)) —1.re SEDI- S—IAr GI.. Aq, _EU 'LA '.1.1.1 PAPIll A,W D� A,n,Do —IL Wn E—T Tqlu EAVE DETAIL WITH SIMPLE RAKE DETAIL WITH ANCHOR BOLTS AT SIDEWALL COLUMNS ssCTIDN THRU WALL PANEL AND EAVE TR,.AND 51EFTED SHEETED WALT �AMD TRIIA DETAIL FOR CONCRETE FOUNDATION WE" ..l.PANI TRIN_3 DXF TRI._A.DXF TRI-5 st.Ecrem / lop Tao pe rwmty 51 Gp 5-- TOP�;5, MOd r— n"' w. s,..0 r— F Pantl .1 F-7-51 oc WALL lAllEL POP R—lOO) Svc R,d I.-D—�Fw F.S�� r-EIS POP—EIS AT RD,F— F. P.— .. -------- KAO IIAoVSnvl P—I Il IR.EAD -WTdm g4A 1/4-14 M 7/&-LT mAp Scrtwa D,Z cc HEAD TRIM DETAIL TOR I 'A' —11 CORNER TRIM DETAIL FOR'V PANEL "PDR"ROOF FIXED RIDGE DETAIL 0 BOLTS FOR RIGID FRAME RAFTER BOLTS FOR RIGID FRAME RAFTER TRIM -7 U-9 T.,DO AT BUILDING PEAK TO COLUMN CONNECTION STEEL LINE —c l=RoN AT—EAE IS mn"" ——To IIco� P:I�IPR rim: m INS—A"EATKER—a, -- fiv Roof PN[R w.D m.'I 'AD a.— w M T THE�0,', :AVE 'TO 112 2'z 3 TO I"'To IRUaf EP=Im W F-ASTENER ,AP -1.011,IDDI DO--A FIN. FLOOR MAm . .g". "'. lmRl INSIDE—E �y DO5 u PPOIcIl RoD Ilo ADDI,11.1115 D all =1= 'No—E --�2 3 o wsos cLo.. (s w[t-my) EAE SIM 014 Mr wP,m CV fdrt WALL PASTDIER O'LIL.cLOSLAt —OL, i ERLa El R.r- a 'ED TAPE "Aul Eel IP Rafl Eli, I'AW7 R.11L .9.E a..RE [0.1 L4 I ,YP (u)Ij NOTE I]15UU1GN WW EE I.—ED SEE—1 ENDWALL GIRT TO ENDWALL CONCRETE DETAIL FOR AS OR R"I—LEAK. SW OR EW OR]()-TA)L 011 RAFTER CONNECTION WALKDOOR SEALING THE EAVE 5 EALING THE EAVE w1c,c.13-I,RNIR DO M- 4�11r,"—IDUs FMo a ml.NWf m—RMUt U.S. METAL BUILDINGS 1187 EAST 14CRPORTCE97ER DR. DEERFICLODEA-,rt 3-2 -T 'I'/ DETAIL DRAWINGS c—A ".1 — 1 CUSTOMER: NICK NISSEN' H.7 s. LDCATIDW TIGARD, OR 57223 'Mr PeMAACu'E[f•/u¢tA LpgTpu N4:EolSA41ID eI�1P�� 5•. 5 NkNLH P>P P6PR N IK£[bIP IWYP LR![YN:a 741[0 L6FI41 0 GIRT EINL Em 3�w L -h94N OP C WIIS SR IR.1 APIA \ (J)4m'bv Scr..a .1M fUlaE (Dan) Wi Eare 9rvt Grace 2ilYIP uRm[Nth � I� Y' (IyN) Lar W A¢R NN �' � 5• avwltt r�slo E E*�,srw I1Mm �fJ Cfl4! ` `y CP aE0Wttu01¢ �av^i ,C M1,'I' ' M1 rn lesolwnl '1� wan yu Puke - rrsr umm PRI ["r RF' ;m14.er 6 IN3 5111—-A Iypml cacti 4.A sm I/Y uw wns / + % SIDEWALL FRAIAED OPENNG LAW STRUT GRACE U.S. METAL BUILDINGS 1191 EAST uEWPORr OCNICR Oa OEERa1EE0 OEAC.'R,CL 33112 1_95•-]91-101 • "T1'1V/ 3zaa DESCRIPTION DETAIL DRAWINGS aL 9C 4s I 1 m CUSTOMER. NICK NISSEN NR 5 LOCATION iiGARD, OR 97227 AP3 SEE COVER 706 0620-246776 wwc I DET3 9 0 I� NO1E-Th s tlru inlentletl l0 9eV'cl 9e^ 1 nslollalicn al ilemle) tle -iI,I sbelaw. Sam item(') may have been om,llea am^tx cf p.esentcuan Consul your a ecuan m vm a Girt °A" aadafanm Demae mr wrin,r ev,aeen9: and/ter �mnr�auan9 pD "B^ Door Fro- 1 Walk Door Clip(WDC) M Cirt Walk Door Angle(WDA) j Snown Below is Used y -- - --- --- -- t 9 r For Door Bracing pOnlyuct And 12" 12" 12" _ dr'f3' I_Not Re d, if Ophonot Girt /i��% % % / m `n Ai 3._B.,IS Used. 9 1/2" 9 1/2" 9 1/2" Attachrnent To 2 1/2" 2 1/2" 2 1/2" -d Concrete,By Others #1 {{i---- Walkdoor Detail 12 12 12 2 1/2 "2 Sheeting Direction ,� Wall Girt(Field Cut) Detail A" -f`-' //' 12" 12" 12" All Roof Members Except As Noted Below 7'-4"Girt `Walkdoor Jamb Wolkdaor Head Support Sheeting t #12-14 x 1-1/4"SO Wolkdoor Direction Ilelc 12" T2" 12" (Plated) 1'-0"O.0 _ / opening Width "L P x ' c rn /11 lb 1/2" 7" #12-14 1-1/4" SD' 7" I I I 2 1/2" io (Plated) 1'-0"O.C. Section"A" Section "B" I, Sheeting Direction Detail "A" -/ Walk for Chp(t10C) A�14 AI_EDve Strut, Panel End Lap, and Peak Purlin Use(2)Member Use(2)Member Screws Screws Exch Side Field Bend Fet tJe1e Member Screws 4•+ Walk Door 10"Gr 12 I.Feld -14c x 1 1/4Roof Panel Door Jamb Angle(WDA) Cul.At Jamb IJote - 1 ai 7" j' -- Stitch Member Fastener Continuous --" 1/4- Screw Tape Seal n 3 1/2"`2 1/2" t 12-1a x 1 atte at rape Seal ---- - 1/4-14 x 7/8' !1°le 5 7'.5" pattern At 20"OC (3) Mer NoteRoof Walkdoor Angle Purin Member Fastener Pone) At &ace(Typ Both iambs) 1 � °°°. Screws 12-14 x 1 1/4" at 12"O.C. Detail "A" 0-Frame eprber Note #3 Note (Jonb) 5e Stitch Fastener Section Thru Panel End Lops Screw Patterns Shown Plain Material Angle 8° 1/4-14 x 7/8" Satisfy U.L. 90 Requirements (PMI) at 20"0 C. Far Roof i Section "B"@ 10"Girl Fastener Location "PBR" Panel At Wall Fastener Location For "PBR" Roof Panel ERECTOR NOTE Field Cul Girls Below 7'-4"to Attach to the Wolkdoor Jambs with#12-14 x 1-1/4" axle Driller Screws WaIkdOOr Details DRAWING No. DRAAM NO (2)Each Side as Per Section"B"above. 9,'25/07 NSI 7-17-07 NS2 For 'alkdaar with Framed ODeninos: First Install Alalkdoor then IruiWall F.0 Jambs and Header Ci On,09/15/02 C—IM On 04/15/01 U.S. METAL BUILDINGS 9]0,11 1-1—cUlToA OR 9CEeriCt9....n ]J41] t-951-]9i-]9al ry Dorf DESCRIPTIDN. DETAIL DRAWINGS qrc AK nn CM '"CI 51 CUSTOMER. NICK NISSE14 xc 14.7 5 LOCATION• TIGARD, OR 97123 s SEE COVER JOB # 0920-248 779 rvn'c 7 DF74 r"'0 Y 44 City of Tigard April 1, 2010 Specialty Construction Attn: Abijah Nation PO Box 230431 Tigard, OR 97281-0431 NOTICE TO PROCEED City of Tigard Assembly of Summerlake Park Storage Building You are hereby authorized to proceed with the work required under the aforementioned contract. This contract shall expire, unless otherwise terminated or extended, on May 28, 2010. Please contact me at 503.718.2595 or greerntigard-or.gov, if you have any questions. Sincerely, Greer Gaston Management Analyst 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-or.gov 951611 -ALL PEO INC-Certificate of Insurance Page I of 1 OREGON WORKERS` COMPENSATION o CERTIFICATE OF INSURANCEsa ,,corimrat ian MAIL TO: CERTIFICATE HOLDER: CITY OF TIGARD CITY OF TIGARD ATTN: GREER GASTON ATTN: GREER GASTON 13125 SW HALL BLVD 13125 SW HALL BLVD TIGARD, OR 972.23 TIGARD, OR 97223 The policy of insurance listed below has been issued to,the insured named below for the policy-period Indicated.The insurance afforded by the policydescribed herein is subject.to all th&terms, exclusions and conditions of such policy. POLICY NO. POLICY PERIOD ISSUE-DATE 951611 [04/01%20;10 TSO:�4%01%2Q11.� 03/25/2010 INSURED: BROKER OF RECORD: ALL PEO INC AON RISK INS SERVICES WEST INC 12190 SW 69TH AVE 851 SW 6TH AVE #385 TIGARD, OR 97223-2504 PORTLAND, OR 97204-1309 LIMITS OF LIABILITY: Bodily Injury by Accident $1,000,000each accident Bodily Injury by Disease $1,000,000each employee Bodily Injury by Disease $1,000,000policy limit DESCRIPTION OF OPERATIONS/LOCATIONS/SPECIAL ITEMS: SPECIALTY CONTRUCTION, LLC (policy number 749672), 8017 SW LOCUST ST., TIGARD OR 97223 IMPORTANT: The coverage described above is in effect,as of the Issue date of this certificate. It is subject.to change at any time in the future. This certificate is Issued as a matter of information only and confers no rights to the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies above. AUTHORIZED REPRESENTATIVE President and CEO ©SAIF CORPORATION 1 400 High St SE I Salem,OR 97312 1 P:800.285.8525 I www:salf.com https://saifonlirie.saif.com/Certificates/certForm.aspx 3/25/2010 OREGON WORKL -X COMPENSATION ��; CERTIFICATE OF INSURANCE corporation CERTIFICATE HOLDER: CITY OF TIGARD ATTN: GREER GASTON 13125 SW HALL BLVD TIGARD,OR 97223 The policy of insurance listed below has been issued to the insured named below for the policy period indicated.The insurance afforded by the policy described herein is subject to all the terms, exclusions and conditions of such policy. POLICY NO. POLICY PERIOD ISSUE DATE 951611 04/01/2009 TO 04/01/2010 03/24/2010 INSURED: BROKER OF RECORD.- ALL ECORD:ALL PEO INC AON RISK INS SERVICES WEST INC 12190 SW 69TH AVE 851 SW 6TH AVE#385 TIGARD, OR 97223-2504 PORTLAND, OR 97204-1309 LIMITS OF LIABILITY: Bodily Injury by Accident $1,000,000 each accident Bodily Injury by Disease $1,000,000 each employee Bodily Injury by Disease $1,000,000 policy limit DESCRIPTION OF OPERATIONSILOCATIONS/SPECIAL ITEMS: SPECIALTY CONTRUCTION, LLC(client bound with SAIF 3/23/10 with policy number to be assigned), 8017 SW LOCUST ST.,TIGARD OR 97223 IMPORTANT: The coverage described above is in effect as of the issue date of this certificate. It is subject to change at any time in the future. This certificate is issued as a matter of information only and confers no rights to the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies above. AUTHORIZED REPRESENTATIVE J President and CEO ©SAIF CORPORATION 1400 High St SE I Salem,OR 973121 P:800.285.85251 www.saitcom Greer Gaston From: Garald Smalling Sent: Thursday, March 25, 2010 3:16 PM To: Greer Gaston Subject: RE: Insurance Check Yes,the WC coverage is good.Gary From: Greer Gaston Sent: Thursday, March 25, 2010 3:14 PM To: Garald Smalling Subject: Insurance Check Gary, You have already okayed the liability insurance for Specialty Construction. Attached is their worker's comp and auto policy information. Please let me know if these meet our standards. Thanks, Greer Gaston City of Tigard Public Works Department 503.718.2545 greer@tigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record lows. If requested; e-mail may be disclosed to another party unless exempt frorn disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule.,; 1 3991 DECLARATIONS aa^ 1158-7508-03 FAMILY CAR POLICY NON-ASSESSABLE POLICY ISSUED BY AMERICAN FAMILY MUTUAL INSURANCE COMPANY ` $ A MEMBER OF THE AMERICAN FAMILY INSURANCE GROUP MADISON, WI. PLEASE READ YOUR POLICY POLICY NUMBER 1158-7508-03-88—FPPA—OR LIENHOLDER-SEE BACK SIDE POLICYHOLDERINAMED INSURED NARLON, ABIJAH & MELISSA PO BOX 230431 EFFECTIVE TIGARD, OR 97281-0431 FROM 04-01-2010 TO 04-01-2010 E, 2002 FORD F350 SUPER DUTY VIN 1FTSW31F62EB4.1284 VEHICLE SYMBOL 30 CLASS CITY 2 TERRITORY 20 to ;: COVERAGES AND LIMITS PROVIDED BODILY INJURY LIABILITY $100,000 EACH PERSON 300 000 EACH OCCURRENCE PROPERTY DAMAGE LIABILITY 100,000 EACH OCCURRENCE COMPREHENSIVE $500 DEDUCTIBLE COLLISION $500 DEDUCTIBLE ADDITIONAL ENDORSEMENTS THAT APPLY TO YOUR POLICY: END 300 OREGON CHANGES UNINSURED MOTORISTS — PROPERTY DAMAGE $20,000 EACH ACCIDENT UNINSURED MOTORISTS — BODILY INJURY $100,000 EACH PERSON $300,000 EACH ACCIDENT UNDERINSURED MOTORIST COVERAGE — BODILY INJURY ONLY $100,000 EACH PERSON $300,000 EACH ACCIDENT CANCELATION AND NON--RENEWAL ENDORSEMENT PERSONAL INJURY PROTECTION — COVERAGE L MULTIPLE VEHICLE AND AIR BAG DISCOUNTS HAVE BEEN APPLIED AUTO AND HOME PREMIUM ADVANTAGE DISCOUNT HAS BEEN APPLIED �fYr. PIP, PD, AND/OR UMPD LIMITS INCREASED AS A RESULT OF NEW OREGON LAW :Hr Declarations effective on the date shown above. These declarations form a part of this policy and replace all other declarations which may have been issued previously for this policy. If this declarations is accompanied by a new policy,the policy replaces any which may have been issued before with the same policy number. 761 n x. 'k AUTHORIZED REPRESENTATIVE Pesaenire�+;� AGENT 019-503 PHONE (503) 968-9797 USERID JAMES S KURI AGENCY, INC. TYPE BI 15405 SW 116TH AVE STE 103 ENTRY DATE 02-25-2010 TIGARD, OR 97224-4106 INCEPTION DATE 10-01-2003 Form No.MAI(b) Stock No 05095 Rev.11/06 CCB Business Detail for Licence: 187210 Page I of 2 BUSINESS DETAIL FOR: SPECIALTY CONSTRUCTION LLC License: 187210 The business detail record includes business contact information and information about the business' bond, liability insurance, worker's compensation insurance, licensing category, business entity and other associated CCB licenses. License Number: 187210 Click HERE for associated Records License Status: Active Date First Licensed: 7/10/2009 Expiration: 7/10/2011 Name: SPECIALTY CONSTRUCTION LLC Address: PO BOX 230431 TIGARD OR 97281 Work Phone: (503) 452-0427 Entity Type: Limited Liability Class of Exempt Company Independent Contractor: License Residential: RGC - General Contractor Category/Endorsements: OTHER CERTIFICATIONS/LICENSES WORKERS' COMPENSATION INSURANCE INFORMATION WC Compliance Number: Insurance Carrier: Policy Number : LIABILITY INSURANCE INFORMATION (HISTORY) Insurance Amount: $1,000,000.00 Insurance NAVIGATORS Company: INSURANCE COMPANY Effective Through: 9/16/2010 CCB RESIDENTIAL BOND INFORMATION (HISTORY) Bond Amount: $20,000.00 Bonding Company: 101 - WESTERN SURETY COMPANY Effective Through: 7/10/2011 https://ccbed.ccb.state.or.us/ccb—frames/consumer—infolbusiness—detail.asp?license—numb... 3/25/2010 CCB Business Detail for License: 187210 Page 2 of 2 ASSOCIATED PEOPLE (INFO) PRESENT - Member (Limited Liability NATION, ABIJAH JONATHAN Company) - Member (Limited Liability NATION, MELISSA HEATHER Company) - RMI Owner NATION, ABIJAH JONATHAN PAST ASSUMED BUSINESS NAMES (INFO) PRESENT PAST Cross-referenced CCB Licenses and Associated Records: 119550 ABIJAH J NATION Not Active - Expired BACK https://cebed.ceb.state.or.us/ccb_frames/consumer info/business_detail.asp?license numb... 3/25/2010 Mar 08 10 09:02a UserSPECIA. 'ONSTRUCTION & '78974 p.3 SPECIALTY CONSTRUCTION LLC PO SOX 230431 TIGARD OR 97281 CCB LICENSE 187210 CONSTRUCTION CONTRACTORS 130ARD RESIDENTIAL BOND:$20,000 LICENSE NUMBER: 187210 �QMMERCIRL BON():NONE EXPIRATION DATE:07110/2411 INSURANCE:51,000,000!51,000,040 ENTITY TYPE:Limited Liability Company INDEP.CONT.STATUS:EXEMPT ENDORSEMENT(S):Residential General Contractor RMI:A131JAH JONATHAN NATION HOME INSPECTOR CERTIFIED:NO SPECIALTY CONSTRUCTION LLC LEAD BASED PAINT LICENSED:NO PO BOX 230431 TIGARD OR 97261 11 H11 IN 11111 IN illi 111 STATE OF OREGON ` CONSTRUCTION CONTRACTORS BOARD LICENSE CERTIFICATE LICENSE NUMBER: 187210 I1� This document certifies that: SPECIALTY CONSTRUCTION LLC ISI 1 PO BOX 230431 TIGARD OR 97281 t is licensed in accordance with.Oregon Law as a Residential General Contractor. ;;)) License Details: EXPIRATION DATE: 07/1012011 ENTITY TYPE: Limited Liability Company INDEP. CONT. STATUS., EXEMPT !=. RESIDENTIAL BOND: $20,000 COMMERCIAL BOND: NONE �tl 1 INSURANCE:.$1,000,000 1$1,000,000 !a ii RMI: ABIJAH JONATHAN NATION itil i HOME INSPECTOR CERTIFIED: NO fJJ I� I' LEAD BASED PAINT LICENSED: NO tom.•-----... .... .. . -.__.. __..___ ._� — 4 Mai, 08 10 09:02a USerSPECIA ;ONSTRUCTION 5' 778974 p:2 Form W=9 Request for Taxpayer Give form to the (Rom.CctoberoTron identification Number and Certification xoneiFi w Serroasuy requester.Do not inemniaevwsro Senicc send to the IRS. Name(aslshown on your income tax return) m A44ah Jonathan Nation CL easiness Hume,ii dilferent tram aoovo o Speciafty.Eonstructlori LLC q o: rC�heck appropriate box: ❑ Individual/Saieproprietor ❑ tion -ration rYJ Limited liab'.kt corn p` ❑ Partnership o Y pony.Enter the tax c'assifcation(U dlsrcgarded entity,C=corpora8on,P=partnership)b Q Exempt ❑ Other Astructonsn I, Exyea empt Q_ Address(nursher,stmt,and apt,or suite no.) .c _J a Pd BOX 230.431 P.cquester•s name and address(opt-onaQ IX City,stats,and ZIP toile m Tigard,oR'97281 DList account numbers)tier,(opbonaq Taxpayer laentification Alurn6er(I IN) Enter your TIN in the appropriate box.The TINprovided must match the name given an Line i to avoid social saturity number backup withholding.For Individuals,this is your social security number(SSN).However,for a resident alien,sole proprietor,or disregarded entity,see the Part I instructions on page 3_For other emiues,it is your employer identification number(EIN).If you do not have a number,see Now(o get a Tl/w on page 3. or Note.If the account is In more than one name,see the char on page 4 for guidelines on whose Employer identif cation number number to enter_ Gert'rfication 26 4251984 Under penalties of perjury,I certify chat: 1. The number shown on this form is my correct taxpayer Identification number(or I am waiting for a number to be Issued to me),and 2. 1 am not subject to backup withholding because:.(e) I am exempt from backup withholding,or(b)E have not been notified by the Internal Revenue Service(iRS)that I am subject to backup withholding as a result of a failure to sport all interest or dividends,or(c)the IRS has notified me that Lam no longer subject to.backup withholding,and 3. I am a U.S,citizen or other U.S.person(defined below). Certification Instructions.You must cross n t 11 em 2 above If you have been notified by the IRS that you are currently subject to backup tvfr mortgg because you have failed to rep all interest and dividends on your tax return.For real estate transactions,item 2 does,not apply. For mortgage Interest pais„acquisition or and merit of secured property.arrangement(IRA),and generally, P P rty,cancellation of debt,contributions loan individual retirement 9 Y ym s o than interest and dividends,you are not required to sign the Certification,but you must provide your carred TIN.See th tris ion n page 4. Sign Signaturo of Here U-s parson 10. ' � —;40 0 Data b QQ General Instructions Definition of a U.S. person, For federal tax purposes, you are Section references are to the Internal Revenue Code unless considered a U.S.person If you are: otherwise noted. ® An individual who is a U.S.citizen or U.S,resident alien, Purpose of Form o A partnership, corporation, company,or association created or Aperson,who is required to fiie.an information return with the States, (n the United States or under the taws of the United IRS must obtain your correct.taxpayer identification number MN) e An estate(other than a foreign estate), or to repast,for example, income paid to you,real estate transactions,mortgage interest you paid, acquisition or a A domestic trust(as defined In Regulations section abandonment of secured property, cancellation of debt. or 301,7'701-7). contributions you made to an IRA. Special rules for partnerships.Partnerships that conduct a Use Form W-9,only if you are a U.S.person(including a trade or business in ttte United States are generally required Co- resident alien),to provide your correct TIN to the person Pay a withholding tax on any foreign partners'share of income requesting.1(the requ-Aster)and,when applicab€e,to: from such business.Further,in ceirtain,cases-where'a Forin'W-9 .,Ce” y has not been received, a partnership is required to-presume that that the TIN you are giving is'correct(or you are a partner is, foreign person,and pay,the Withholding tax. waiting for a number to be issued), Therefore,if you are a U.S. person thaYis a partner in,a 2. Certify that you ori'not subject to backup withholding,or partnership conducting a trade-or business in the United States, 3.Claim exemption from backup withholding if you are a U.S. Provide Form W-9 to the partnership to establish.your U.S. exempt payee.If applicable,you'are also certifying that as a status and avoid withholding on your share of,partnership U.S;person,Your allocable,share,ofan income. y partnership income from The person who gives Form W-9 to the partnership for a U.S.trade or business is not subject to the withholding tax on foreign partners'share of effectively connected income. Purposes of establishing its U.S.status and avoiding withholding Note.If a requester gives you a farm other than Form W-9 to on its allocable share of net income from the partnership request your T1N,'you must Use the requester's form if it is conducting a trade or business in the United States is In the substantially similar to•this Form W-g. following cases: ® The U.S.owner of a disregarded entity and not the entity, Cat.No.10231X Form}fel-g(Hev.10-2007) Q 7;DD CITY OF TIGARD CONTRACT SUMMARY FORM (THIS MUSTACCOMPANYEACH CONTRACT BEFOREAUTHORIZATION SIGNATURE CANBEACQUIRED) Title of Contract:Assembly of Summerlake Park Storage Building Contract#: Contractor: Specialty Construction LLC Total: $6728.00 Brief Overview: See attached scope of work. Changes Made To Removed language that did not apply—typically this language was related to more complex Boilerplate Contract: project. (add ,�ee�led) Type of Contract: ❑ Purchase Agreement Personal Service X'Construction ❑ Other Start Date:Upon Execution End Date: May 28,.2010 LCRB Award Date: N/A Contract Mana er:Nick Nissen Extension: 2605 Department:Public Works Quotes/Bids/Proposals: COMPANY AMOUNT / SCORE Specialty Construction $6728.00 Centrex Construction Inc. $9750.00 ISO Equipment&Construction Declined to bid—too small River Ci Construction Declined to bid—other ro'ects Department Comments: Department Si ature Date: Purchasing Comments: Purchasing Signature: Date:04 ps" --,Crp Administration: Date: Certificate of Insurance Received? Yes ❑ No ❑ Self-Insured (Form Received Business Tax Current? Yes ❑No Contractor License Current? Yes ❑ No Federal TIN/1099 #: 26 4251984 Bonds Required: ❑ Yes No 100 Fund Division Account Total 650 6100 56002 $6728.00