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HomeMy WebLinkAboutSpecifications BELLA VISTA BAY PARK IMPROVEMENTS PROPOSAL SPECIFICATIONS Request for Proposal No. 11-05-01 OF SUN Publish Date: 05/05/11 Pre-Proposal Conference: 05/18/11 at 10:30 AM Proposal Due and Proposal Opening Date: 06/01/11 at 10:00 AM Sunny Isles Beach Government Center 18070 Collins Avenue Sunny Isles Beach, Florida 33160 SECTION 1 TABLE OF CONTENTS Table of Contents Legal Advertisement/Notice to Bidder Instructions to Bidder / General Terms Special Terms & Conditions Scope of Work / Technical Specifications Evaluation Process Proposal Format Bid Form Affidavits Non-Collusive Affidavit Public Entity Crimes Equal Opportunity / Affirmative Action Statement Conflict of Interest Statement Dispute Disclosure Form Anti-Kickback Affidavit Bid Bond Performance Bond Attachments Supplemental Provisions 100% Drawing Drainage Calculations Bella vista Park Calculations PAGE 2 OF 32 BID No. 11-05-01 Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 Page 2 Page 3 Page 4 Page 16 Page 23 Page 24 Page 26 Page 28 Page 1 of 10 Page 2 of 10 Page 4 of 10 Page 5 of 10 Page 6 of 10 Page 7 of 10 Page 8 of 10 Page 9 of 10 LEGAL ADVERTISEMENT NOTICE TO BIDDER NOTICE IS HEREBY GIVEN that the City of Sunny Isles Beach is seeking sealed Bids for the following work as specified. BELLA VISTA BAY PARK IMPROVEMENTS Request for Proposal No. 11-05-01 The Bid Specifications for this Invitation to Bid are available from DemandStar by calling (800) 711- 1712 or by accessing their website at www.demandstar.com. The Bid Specifications may also be examined at the City of Sunny Isles Beach - Office of the City Clerk. Vendors who obtain the Bid Specifications from sources other than DemandStar or the City of Sunny Isles Beach are cautioned that their Bid response package may be incomplete. Addenda will be posted and disseminated by DemandStar at least five days prior to the submittal date to all vendors who are listed on the official list. The City may not accept incomplete Bids. Bids shall be on a unit price basis; segregated Bids will not be accepted. Sealed Bids will be received by the City Clerk no later than 10:00 AM, on Wednesday, 06/01/11 at the Sunny Isles Beach Government Center located at 18070 Collins Avenue, 4th floor, Sunny Isles Beach, Florida, 33160. Bids received after this time will not be considered. The City is under no obligation to return Bids. Timely submitted Bids will be opened publicly and read aloud at this time. The envelope containing the sealed Bid must be clearly marked: "IMPORTANT, BID ENCLOSED" Proposal No. 11-05-01 BELLA VISTA BAY PARK IMPROVEMENTS OPENING DATE AND TIME: Wednesday, 06/01/11 at 10:00 AM A Mandatory Pre-Proposal Conference for all potential Proposers is set for 10:30 a.m. on 05/18/11 in the First Floor Conference Room at the City of Sunny Isles Beach Government Center located at 18070 Collins Avenue, Sunny Isles Beach, Florida 33160. The Owner reserves the right to reject any or all Bids, with or without cause, to waive technical errors and informalities, and to accept the Bid, which best serves the interest of, and represents the best value to, the Owner in conformity with the criteria set forth in Section 62-8 of the Code of Ordinances of the City of Sunny Isles Beach. All questions regarding Request for Proposal No. 11-05-01 shall be directed in writinq to Jane A. Hines, CMC, City Clerk, at least five (5) business days prior to the date of the Bid opening. Questions may be submitted via email to: JHines(6lsibfl.net or via facsimile (305) 792-1563 or via regular mail at: Jane A. Hines, CMC, City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. Jane Hines, CMC, City Clerk City of Sunny Isles Beach PAGE 3 OF 32 BID No. 11-05-01 SECTION 1 INSTRUCTIONS TO BIDDER I GENERAL TERMS AND CONDITIONS TO INSURE ACCEPTANCE OF YOUR BID, PLEASE FOLLOW THESE INSTRUCTIONS: 1.1 Clarification/Explanation/Questions: Any questions concerning the Bid Specifications or any required need for clarification must be made to Jane A. Hines, CMC, City Clerk via email to: JHines(ii)sibfl,net or via facsimile (305) 792- 1563 or via regular mail at: Jane A. Hines, CMC, City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. Such requests for clarification/explanation or questions must be made in writing to Jane A. Hines, CMC, City Clerk, at least five (5) business days prior to the date of the Bid opening. Interpretations or clarifications considered necessary by the City will be issued by addenda and posted/disseminated by OemandStar (www.demandstar.com) to all parties listed on the official plan holders' list as having received the Bid documents. Only questions answered by written addenda shall be binding. Oral interpretations or clarifications shall be without legal effect. No plea of ignorance or delay or required need of additional information shall exempt a Proposers from submitting their Bid on the required date and time as publicly noted. 1.2 Plan holder's List: As a convenience to vendors, the City of Sunny Isles Beach has made available via internet lists of all plan holders for each invitation to Bid, Invitation to Bid, and request for qualifications. The information is available on-line at www.demandstar.com or by calling the Office of the City Clerk at (305) 792-1703. 1.3 Addenda to Specifications: If any addenda are issued after the initial specifications are released, the City will post and disseminate the addenda through OemandStar. For those projects with separate plans, blue prints, or other materials that cannot be accessed through the internet, the Office of the City Clerk will make good faith effort to ensure that all registered proposers (those who have been registered as receiving a Bid package) receive the documents. It is the responsibility of the vendor prior to the submission of any Bid to check the above website or contact the Office of the City Clerk at (305) 792-1703 to verify any addenda issued. The receipt of all addenda must be acknowledged on the Bid Response Sheet. 1.4 Special Accommodations: Any person requiring a special accommodation at a Pre-Bid Conference or Bid/RFP/RFQ opening because of a disability should call the Office of the City Clerk at (305) 792-1703 at lease five (5) days prior to the Pre- Bid Conference or Bid/RFP/RFQ opening. If you are hearing or speech impaired, please contact the Office of the City Clerk by calling the City of Sunny Isles Beach using the Florida Relay Service which can be reached at 1(800) 955-8771 (TOO). 1.5 Public Entity Crimes Statement: Pursuant to the provisions of paragraph (2) (a) of section 287.133, Florida statutes -"a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime mav not submit a Bid on a contract to provide any goods or services to a public entity, may not submit a Bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform work as a Contractor, supplier, sub-Contractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold PAGE 4 OF 32 BID No. 11-01-01 amount provided in section 287.107, for category two for a period of 36 months from the date of being placed on the convicted vendor list". 1.6 Bid Deadline: Bids must be submitted no later than the time and date shown within this document. 1.7 Sealed Bid: The entire Bid Response Package shall be placed in an opaque envelope (with all items listed on the Bid checklist form and all other items required within this Invitation to Bid must be executed) and submitted in a sealed envelope. Proposers shall use the Bid Forms furnished in this Invitation to Bid. Failure to do so may cause the Bid to be rejected. Proposers shall deliver to the City, as Bid submission: 1.7.1 Bid Response Sheet and Forms: One (1) original and four (4) copies of all Bid Forms and other requested information on the proper forms and in the manner herein prescribed. 1.7.2 Bid Security/Bonding Requirements: Bid Security in the form of a cashier's check or approved Bid Bond in the amount of five percent (5%) of the total amount of the base Bid must be attached to the front inside cover of the Bid Specifications. A company or personal check shall not be deemed a valid Bid Security. 1.7.3 Certificates of Competencies/Licenses/Local Business Tax Receipt: Copies of all Certificates of Competencies, Licenses, and Local Business Tax Receipt. 1. 7.4 Certificate( s) Of Insurance( s): Copies of all Certificates of Insurance naming the City as an additional insured in the amounts specified in the Contract. 1.8. Bid Execution, Signatures, Erasure/Correction: All Bids shall be signed in blue ink. All price quotes shall be typewritten or printed with ink. All corrections made by the proposers prior to the opening must be initialed and dated by the proposers. No changes or corrections will be allowed after Bids are opened. Bids must contain an original, manual signature of an authorized representative of the company. 1.9 Withdrawal of Bids: Proposers may withdraw Bids only by written request and shall forward the withdrawal request via "Certified U.s. Mail - Return Receipt Requested" prior to the Bid opening time. Negligence on the part of the Proposers in preparing the Bid confers no right for the withdrawal of the Bid after it has been opened. 1.10. Bid Opening: Bids will be opened publicly at the time and place stated in the Notice to Bidder. It is the responsibility of the proposers to insure that the Bid reaches the Office of the City Clerk on or before the closing hour and date stated on the invitation to Bid. After the Bid opening, the contents of the Bid Form will be made public for the information of vendors and other interested parties who may be present either in person or by representative. Bids that are received after the Bid opening time will not be considered and will not be returned. 1.11 Evaluation of Bids: The City, at its sole discretion, reserves the right to inspect any/all Proposers facilities to determine their capability of meeting the requirements for the Contract. Also, price, responsibility, and responsiveness of the Proposers, the financial position, experience, staffing, equipment, materials, references, and past history of service to the City and/or with other units of state, and/or local governments in Florida, or comparable private entities, will be taken into consideration in the Award of the Contract. Hold Harmless: All Proposer's shall hold the City, it's officials and employees harmless and covenant not to sue the City, it's officials and employees in reference to their decisions to reject, award, or not award a Bid, as applicable. Cancellation: Failure on the part of the Proposers to comply with the conditions, specifications, requirements, and terms as determined by the City, shall be just cause for cancellation of the Award. 1.11.3 Disputes: If any dispute concerning a question of fact arises under the Contract, other than termination for default or convenience, the Contractor and the City department responsible for the administration of the Contract shall make a good faith effort to resolve the dispute. If the dispute cannot be resolved by agreement, then the department with the advice of the City Attorney shall resolve the dispute and send a written copy of its decision to the Contractor, which shall be binding on both parties. 1.12 Agreement: After the Bid award, the City will, at its option, prepare an Agreement specifying the terms and conditions resulting from the award of this Bid. The vendor will have ten (10) calendar days after notification of the award by the City to execute the Agreement and provide the required Performance and Payment Bond. The Proposers who has the Contract awarded to them and who fails to execute the Agreement and furnish the Performance and Payment Bond and Insurance Certificates within the specified time shall forfeit the Bid Security that accompanied their Bid, and the Bid Security shall be retained as liquidated damages by the City, and it is agreed that this sum is a fair estimate of the amount of damages the City will sustain in case the Proposers fails to enter into the Contract and furnish the Bonds as herein before provided. Bid Security deposited in the form of a cashier's check drawn on a local bank in good standing shall be subject to the same requirements as a Bid Bond. The performance of the City of Sunny Isles Beach of any of its obligations under the agreement shall be subject to and contingent upon the availability of funds lawfully expendable for the purposes of the agreement for the current and any future periods provided for within the Bid specifications. 1.13 Independent Contractor Status: The contractor shall at all times, relevant to this contract, be an independent contractor and in no event shall the Contractor nor any employees or sub-contractors under it be considered to be employees of the City of Sunny Isles Beach. 1.14 Payments: Payment will be made after commodities/services have been received, accepted, and properly invoiced as indicated in the contract and/or purchase order. Invoices must bear the purchase order number. 1.15 Brand Names: If a brand name, make, of any "or 1.11.1 1.11. 2 PAGE 5 OF 32 BID No. 11-01-01 equal" manufacturer trade name, or vendor catalog is mentioned whether or not followed by the words "approved equal" it is for the purpose of establishing a grade or quality of material only. Vendor may offer equals with appropriate identification, samples, and/or specifications on such item(s). The City shall be the sole judge concerning the merits of items Bid as equals. 1.16 Material: Material(s) delivered to the City under this Bid shall remain the property of the seller until accepted to the satisfaction of the City. In the event materials supplied to City are found to be defective or do not conform to specifications, the City reserves the right to return the product(s) to the seller at the seller's expense. 1.17 Samples: Samples of items, when required, must be furnished by the Proposers free of charge to the City. Each individual sample must be labeled with the Proposers name and manufacturer's brand name and delivered by them within ten (10) calendar days of Proposers receipt of the "Notice to Proceed", unless schedule indicates a different time. If samples are requested subsequent to the Bid opening, they should be delivered within ten (10) calendar days of the request. The City will not be responsible for returning samples. 1.18 Quantity Guaranty: No guarantee or warranty is given or implied by the City as to the total amount that mayor may not be purchased from any resulting Contract or Award. These quantities are for Bid purposes only and will be used for tabulation and presentation of the Bid. The City reserves the right to increase or decrease quantities as required, even significantly. The prices offered herein and the percentage rate of discount applies to other representative items not listed in this Bid. 1.19 Governmental Restrictions on Materials: In the event any governmental restrictions may be imposed which would necessitate alteration of the material quality, workmanship, or performance of the items offered on this Bid prior to their delivery, it shall be the responsibility of the successful Proposers to notify the City at once, indicating in their letter the specific regulation which required an alteration. The City of Sunny Isles Beach reserves the right to accept any such alteration, including any price adjustments occasioned thereby, or to cancel at no further expense to the City. 1.20 Safety Standards: the Proposers warrants that the product(s) supplied to the City conforms in all respects to the standards set forth in the occupational safety and health act (OSHA) and its amendments. Bids must be accompanied by a materials data safety sheet (MSOS) when applicable. 1.21. Warranties: Successful Proposers shall act as agent for the City in the follow-up and compliance of all items under Warranty/Guarantee and complete all forms for Warranty/Guarantee coverage under this Contract. Proposers warrants by signature on the Bid Fonm that prices quoted here are in conformity with the latest Federal Price Guidelines. 1.22 Copyrights/Patent Rights: Proposers warrants that there has been no violation of copyrights or patent rights in manufacturing, producing or selling of goods shipped or ordered, as a result of this Bid. The seller agrees to indemnify City from any and all liability, loss, or expense occasioned by any such violation. 1.23 Local Business Tax (Occupational License Registration): The contractor shall be responsible for obtaining and maintaining throughout the contract period his or her city and county local business tax receipts. Each vendor submitting a Bid on this Invitation to Bid shall include a copy of the company's local business tax/occupational Iicense(s) with the Bid reSDonse. For information specific to City of Sunny Isles Beach local business tax/occupational licenses, please call Code Enforcement & Licensing at (305) 792-1705. If the contractor is operating under a fictitious name as defined in Section 865.059, Florida Statutes, proof of current registration with the Florida Secretary of State shall be submitted with the Bid. A business formed by an attorney actively licensed to practice law in this state, by a person actively licensed by the Department of Business and Professional Regulations or the Department of Health for the purpose of practicing his or her licensed profession, or by any corporation, partnership, or other commercial entity that is actively organized or registered with the Department of State shall submit a copy of the current licensing from the appropriate agency and/or proof of current active status with the Division of Corporations of the State of Florida. 1.24 Liability, Insurance, Permits and Licenses: Proposers shall assume the full duty, obligation, and expense of obtaining all necessary licenses, penmits, inspections, and insurance required. The Proposers shall be liable for any damages or loss to the City occasioned by negligence of the Proposers (or their agent) or any person the Proposers has designated in the completion of their contract as a result of the Bid. Contractor shall be required to furnish a copy of all licenses, certificates of competency or other licensor requirements necessary to practice their profession as required by Florida State Statute, current building code, Miami-Dade County, and City of Sunny Isles Beach Code. Contractors shall include current Miami-Dade County Certificates of Competency. These documents shall be furnished to the City along with the Bid resoonse. Failure to furnish these documents or to have required licensor will be grounds for rejecting the Bid and forfeiture of the Bid Bond. 1.25 Certificate(s) of Insurance: Proposers shall furnish to the Office of the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160, certificate(s) of insurance which indicate that insurance coverage has been obtained from an insurance company authorized to do business in the State of Florida or otherwise secured in a manner satisfactory to the City, for those coverage types and amounts listed in this document, in an amount equal to 100% of the requirements and shall be presented to the City prior to issuance of any Contract(s) or Award(s) Document(s). The City of Sunny Isles Beach shall be named as "additional insured" with respect to this coverage. The required certificates of insurance shall not only name the types of policies provided, but shall also refer specifically to this Bid and section. At the time of Bid submission the Proposers must submit certificates of insurance as outlined in the General Conditions section. All required insurances shall name the City of Sunny Isles Beach as additional insured and such insurance shall be issued by companies authorized to issue insurance in the State of Florida. It shall be the responsibility of the Proposers and insurer to notify the City Manager of the City of Sunny Isles Beach of cancellation, lapse, or material modification of any insurance policies insuring the Proposers, which relate to the activities of such vendor and the City of Sunny Isles Beach. Such notification shall be in writing, and shall be submitted to the City finance support service director thirty (30) days prior to cancellation of such policies. This requirement shall be reflected on the certificate of insurance. Failure to fully and satisfactorily comply with the city's insurance and bonding requirements set forth herein will authorize the City Manager to implement a rescission of the Bid award without further City PAGE 6 OF 32 BID No. 11-01-01 Commission action. The Proposers hereby holds the City harmless and agrees to indemnify City and covenants not to sue the City by virtue of such rescission. 1.26 Assignment: The Contractor shall not transfer or assign the performance required by this Bid without prior written consent of the City Manager. Any award issued pursuant to the Invitation to Bid and monies which may be due hereunder are not assignable except with prior written approval of the City Manager. Further, in the event that the majority ownership or control of the Contractor changes hands subsequent to the award of this contract, Contractor shall promptly notify City in writing (via United States Postal Service - Certified Mail, Return Receipt Requested) of such change in ownership or control at least thirty (30) days prior to such change and City shall have the right to terminate the contract upon sixty (60) days written notice, at City's sole discretion. 1.27 Hold Harmless/Indemnification: The Contractor shall indemnify, save hanmless, and defend the City of Sunny Isles Beach, it's officers, agents and employees from and against any claims, demands or causes of action of whatsoever kind or nature arising out of error, omission, negligent act, conduct, or misconduct of the Contractor, their agents, servants or employees in the provision of goods or the performance of services pursuant to this Bid and / or from any procurement decision of the City including without limitation, awarding the Contract to the Contractor. 1.28 Non-conformance to Contract: The City of Sunny Isles Beach may withhold acceptance of, or reject items which are found upon examination, not to meet the specification requirements. Upon written notification of rejection, items shall be removed within (5) calendar days by the vendor at their own expense and redelivered at their expense. Rejected goods left longer than thirty (30) calendar days will be regarded as abandoned and the City shall have the right to dispose of them as its own property. Rejection for non-conformance or failure to meet delivery schedules may result in the Contractor being found in default. 1.29 Default Provision: In case of default by the Proposers or Contractor, the City of Sunny Isles Beach may procure the articles or services from other sources and hold the Proposers or Contractor responsible for any excess costs occasioned or incurred thereby. 1.30 Secondary/Other Vendors: the City reserves the right in the event the primary vendor cannot provide an item(s) or service(s) in a timely manner as requested, to seek other sources without violating the intent of the Contract. 1.31 Time of completion: The time of completion of the work to be performed under this contract is the essence of the contract. Delays and extensions of time may be allowed only in accordance with the provisions stated in the appropriate section of the general conditions. The time allowed for the completion of the work shall be stated in the Contract. 1.32 Definitions: Wherever used in these General Conditions or in the other Contract Documents, the following terms shall have the meaning indicated which shall be applicable to both the singular and plural thereof: Acceptance: Acceptance by the City of the Work as being fully complete in accordance with the Contract Documents subject to waiver of claims. Agreement: The written Agreement between the City and the Contractor covering the Work to be performed, which includes the Contract Documents. Order, (c) a written clarification or interpretation if issued by the City, or (d) a written order for minor change or alteration in the Work issued by the City. A modification may only be issued after execution of the Agreement. Addenda: Written or graphic instruments issued prior to the Bid Opening which modify or interpret the Contract Documents, Drawings and Specifications, by addition, deletions, clarifications or corrections. Notice of Award: The written notice by City to the apparent successful Proposers stating that upon compliance with the conditions precedent to be fulfilled by him within the time specified, City will execute and deliver the Agreement to him. Approved: Means approved by the City. Bid: The offer or Bid of the Proposers submitted on the prescribed form setting forth the prices for the Work to be performed. Notice to Proceed: A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform their obligations under the Contract Documents. Proposers: Any person, firm or corporation submitting a Bid for Work. Bonds: Bid, performance bond and other instruments of security, furnished by the Contractor and their surety in accordance with the Contract Documents and in accordance with the law of the State of Florida. Project: The entire Project to be performed as provided in the Contract Documents. Change Order: A written order to the Contractor signed by the City authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued after execution of the Agreement. Samples: Physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. City: City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160. Shop Drawings: All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the Contractor, a Sub- Contractor, manufacturer, supplier, or distributor, and which illustrate the equipment, material or some portion of the work and as required by the Contract Documents. Contract Documents: Contract Documents shall include, Instructions to Proposers, Contractor's Bid, the Bonds, the Notice of Award, the Agreement between the City and Contractor as well as any addenda thereto, these General Conditions, Special Conditions, the Technical Specifications, Drawings and Modifications, Notice to Proceed, Invitation to Bid, Insurance Certificates, Change Orders and Acknowledgment of Conformance with the City of Sunny Isles Beach. Specifications: Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work. Statement of Services: The form furnished by the City which is to be used by the Contractor in requesting progress payments. Contract Price: The total monies payable to the Contractor under the Contract Documents. Sub-Contractor: An individual, firm or corporation having a direct contract with Contractor or with any other Sub-Contractor for the performance of a part of the Work at the site. Contract Time: The number of calendar days stated in the Agreement for the completion of the Work. Substantial Completion: The date as certified by the City when the construction of the Project or a certified part thereof is sufficiently completed, in accordance with the Contract Documents, so that the Project or specified part can be utilized for the purposes for which it was intended; or if there be no such certification, the date when final payment is due. Contracting Officer: The individual who is authorized to sign the contract documents on behalf of the City's governing body. Contractor: The person, firm or corporation with whom the City has executed this Agreement. Day: A calendar day of twenty-four hours measured from midnight to the next midnight. Supplier: Any person or organization who supplies materials or equipment for the Work, including that fabricated to a special design, but who does not perform labor at the site. Field Order: A written order issued by the City which clarifies or interprets the Contract Documents or orders minor changes in the Work. Surety: The corporate body which is bound with the Contractor and which engages to be responsible for the Contractor and their acceptable performance of the Work. Modification: Modification means anyone of the following: (a) a written amendment of the Contract Documents signed by both parties, (b) a Change PAGE 7 OF 32 BID No. 11-01-01 Work: Any and all obligations, duties and responsibilities necessary to the successfu I completion of the Project assigned to or undertaken by Contractor under the Contract Documents, including all labor, materials, equipment and other incidentals, and the furnishing thereof. Written Notice: The term "Notice" as used herein shall mean and include all written notices, demands, instructions, claims, approvals and disapproval's required to obtain compliance with Contract requirements. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or to an authorized representative or such individual, firm, or corporation, or if delivered at or sent by registered mail to the last business address known to them who gives the notice. Unless otherwise stated in writing, any notice to or demand upon the City under this Contract shall be delivered to the City. 1.33 Bid Award: The City reserves the right to reject any and all Bids at its sole discretion. Bids shall be awarded by the City after the City performs all necessary searches, inquiries, exploration, and analysis of the Bids. The Bid shall be awarded to the lowest responsible and responsive proposer whose Bid best serves the interests of and represents the best value to the City in conformity with the criteria set forth in Section 62-8 of the City Code. No Notice of Award will be given until the City has concluded any investigation(s) as they deem necessary to establish the Proposer's capability to perform Project as described in this invitation to bid, as substantiated by the required professional experience, client references, technical knowledge and qualifications; and sufficient labor and equipment to comply with the City's established standards, as well as the financial capability of the Proposer to perform the Work in accordance with the Contract Documents to the satisfaction of the City within the time prescribed. The City reserves the right to reject the Bid of any Proposers on the basis of these queries and investigations and who does not meet the City's satisfaction, even though the firm may be the lowest dollars and cents Bid. In analyzing Bids, the City will also take into consideration client references, past work experience and work product, proven ability to satisfactorily perform If the Contract is awarded, the City will issue the Notice of Award and give the successful Proposers a Contract for execution within ninety (90) days after opening of Bids. The City specifically reserves the right to award the contract to a proposer who is not necessarily the lowest dollars and cents proposers on the basis of the results of these queries and investigation(s). 1.34 Execution of Agreement: At least four counterparts of the Agreement the Performance Bond, the Certificates of Insurance and such other Documents as required by the Contract Documents shall be executed and delivered by Contractor to the City within ten (10) calendar days of receipt of the Notice of Award. 1.35 Forfeiture of Bid Security, Perfonnance Bond( If applicable): Within ten (10) calendar days of being notified of the award, Contractor shall furnish an executed agreement and attach a Performance Bond (containing all the provisions of the Performance Bond herein). The Performance Bond shall be in the amount of one hundred percent (100%) of the Contract Price guaranteeing to City the completion and performance of PAGE 8 OF 32 BID No. 11-01-01 the Work covered in such Contract as well as full payment of all suppliers, material man, laborers, or Sub-Contractors employed pursuant to this Project. Each Bond shall be with a Surety company meeting the qualifications of this document. Each Bond shall continue in effect for one and one half years after final completion and acceptance of the Work with the liability equal to one hundred percent (100%) of the Contract Sum. The Performance Bond shall be conditioned that Contractor will, upon notification by City, correct any defective or faulty Work or materials which appear within one and one half years after final completion of the Contract. Pursuant to the requirements of Section 255.05(1), Florida Statutes, Contractor shall ensure that the Bond(s) referenced above shall be recorded in the public records of Miami-Dade County and provide City with evidence of such recording. 1.35.1 Each Bond must be executed by a surety company authorized to do business in the State of Florida as a surety, having a resident agent in the State of Florida and having been in business with a record of successful continuous operation for at least five (5) years. 1.35.2 The surety company shall hold a current certificate of authority as acceptable surety on federal bonds in accordance with the United States Department of Treasury Circular 570, current Revisions. 1.35.3 The City will accept a surety bond from a company with a rating B+ or better. . 1.35.4 Failure of the successful Proposers to execute and deliver the Agreement and deliver the required bonds and Insurance Certificates shall be cause for the City to annul the Notice of Award and declare the Bid and any security therefore forfeited. 1.36 Contractor's Pre-Start Representation: Contractor represents that they have familiarized themselves with, and assumes full responsibility for having familiarized themselves with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, State and local laws, ordinances, rules and regulations that may in any manner affect performance of the Work, and represents that they have correlated their study and observations with the requirements of the Contract Documents. Contractor also represents that they have studied all surveys and investigations reports of subsurface and latent physical conditions referred to in the specifications and made such additional surveys and investigations as they deem necessary for the performance of the Work in the Contract Documents and that they have correlated the results of all such data with the requirements of the Contract Documents. 1.37 Commencement of Contract Time: The Contract Time will commence to run on the date stated in the Notice to Proceed. 1.38 Starting the Project: Contractor shall start to perform their obligations under the Contract Documents on the date when the Contract Time commences to run. No Work shall be done at the site prior to the date on which the Contract Time commences to run, except with the written consent of the City. 1.39 Before Starting Contract: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. They shall at once report in writing to City any conflict, error, or discrepancy which they may discover; however, they shall not be liable to City for their failure to discover any conflict, error, or discrepancy in the Specifications. 1.40 Pre-Start Meeting: Within five (5) days after delivery of the executed Agreement by City to Contractor, but before starting the Work at the site, a Pre-Start conference will be held to review the above schedules, and for processing Statement of Services, and to establish a working understanding between the parties as to the Project. Present at the conference will be the City representative and the Contractor. 1.41 Correlation, Interpretation, and Intent of Contract Documents: It is the intent of the Specifications to describe a complete Project to be delivered in accordance with the Contract Documents. The Contract Documents comprise the entire Agreement between the City and the Contractor. They may be altered only by a Modification. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. If Contractor finds a conflict, error or discrepancy in the Contract Documents, they shall call it to the City's attention in writing at once and before proceeding with the Work affected thereby. The various Contract Documents shall be given precedence in case of conflict, error or discrepancy, as follows: Change Orders, Supplemental General Conditions, Agreement Modifications, Addenda, Special Conditions, Instructions to Proposers, General Conditions, and Specifications. If the requirements of other Contract Documents are more stringent than those of the Supplemental General Conditions, the more stringent requirements shall apply. The words "furnish" and "furnish and install", "install", and "provide" or words with similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service". Miscellaneous items and accessories which are not specifically mentioned, but which are essential to produce a complete and properly operating installation, or usable structure or plant, providing the indicated function, shall be furnished and installed without change in the Contract Price. Such miscellaneous items and accessories shall be of the same quality standards, including material, style, finish, strength, class, weight and other applicable characteristics, as specified for the major component of which the miscellaneous item or accessory is an essential part, and shall be approved by the City before installation. The above requirement is not intended to include major components not covered by or inferable from the Specifications. The Work of all trades under this Contract shall be coordinated by the Contractor in such manner as to obtain the best workmanship possible for the entire Project, and all components of the Work shall be installed or erected in accordance with the best practices of the particular trade. 1.42 Availability of Lands: The City will furnish, as indicated in the Contract Documents, the lands upon which the Work is to be done, rights-of-way for access thereto, and such other lands which are designed for the use of the Contractor. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the City unless otherwise specified in the Contract Documents. PAGE 9 OF 32 BID No. 11-01-01 1.43 Contractor's Liability Insurance: Contractor shall provide and maintain in force until all the Work to be performed under this Contract has been completed and accepted by City (or for such duration as is otherwise specified hereinafter), the insurance coverage set forth in section 2.0 paragraph 2.9 1.44 Contractor's Responsibility: have the following responsibilities: The Contractor shall 1.44.1 The Contractor will not employ any Sub-Contractor, against whom the City may have reasonable objection, nor will the Contractor be required to employ any Sub-Contractor who has been accepted by the City, unless the City determines that there is good cause for doing so. 1.44.2 The Contractor shall be fully responsible for all acts and omissions of their Sub-Contractors and of persons and organizations directly or indirectly employed by them and of persons and organizations for whose acts any of them may be liable to the same extent that they are responsible for the acts and omissions of persons directly employed by them. Nothing in the Contract Documents shall create any contractual relationship between City or Contractor and any Sub-Contractor or other person or organization having a direct contract with Contractor, nor shall it create any obligation on the part of City to payor to see to payment of any persons due any Sub-Contractor or other person or organization, except as may otherwise be required by law. City may furnish to any Sub-Contractor or other person or organization, to the extent practicable, evidence of amounts paid to the Contractor on account of specified Work done in accordance with the schedule values. 1.44.3. The divisions and sections of the Specifications shall not control the Contractor in dividing the Work among Sub-Contractors or delineating the Work performed by any specific trade. 1.44.4. The Contractor agrees to bind specifically every Sub- Contractor to the applicable terms and conditions of the Contract Documents for the benefit of the City. 1.44.5. All Work performed for the Contractor by a Sub- Contractor shall be pursuant to an appropriate agreement between the Contractor and the Sub- Contractor. 1.44.6. The Contractor shall be responsible for the coordination of the trades, Sub-Contractors and material and men engaged upon their Work: 1.44.6.1. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the Work to bind Sub-Contractors to the Contractor by the terms of these General Conditions and other Contract Documents insofar as applicable to the Work of Sub-Contractors, and give the Contractor the same power as regards to terminating any subcontract that the City may exercise over the Contractor under any provisions of the Contract Documents. 1.44.6.2. The City will not undertake to settle any differences between the Contractor and their Sub-Contractors or between Sub-Contractors. 1.44.6.3. If in the opinion of the City, any Sub- Contractor on the Project proves to be incompetent or otherwise unsatisfactory; they shall be promptly replaced by the Contractor if and when directed by the City in writing. 1.45 Laws and Regulations: The Contractor will give all notices and comply with all laws, ordinances, rules and regulations applicable to the Work. If the Contractor observes that the Specifications are at variance therewith, they will give the City prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the City, they will bear all costs arising wherefrom. 1.46 Taxes: The City of Sunny Isles Beach is exempt from sales tax imposed by the State and/or Federal Government. Florida Sales Tax Exemption No. 23-00-477131-54C appears on each purchase order. Exemption certificates are available upon request. 1.47 Safety and Protection: The Contractor will be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. They will take all necessary precautions for the safety of, and will provide the necessary protection to prevent damage, injury or loss to: 1.47.1. All employees and other persons who may be affected thereby; 1.47.2. All the Work and all materials or equipment to be incorporated therein, whether in storage on or off the site; 1.47.3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and 1.47.4. The Contractor will designate a responsible member of their organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's Superintendent unless otherwise designated in writing by the Contractor to the City. 1.48 Emergencies: In emergencies affecting the safety of persons or the Work or property at the site or adjacent thereto, the Contractor, without special instruction or authorization from the City, is obligated to act, at their discretion, to prevent threatened damage, injury or loss. They will give the City prompt written notice of any significant changes in the Work or deviations from the Contract Documents caused thereby. If the Contractor believes that additional Work done by them in an emergency which arose from causes beyond their control entitles them to an increase in the Contract Price or an extension of the Contract Time, they may make a claim therefore as provided in this document. 1.48.1. The Contractor will also submit to the City for review, with such promptness as to cause no delay in Work, all samples and photographs required by the Contract Documents. All samples and PAGE 10 OF 32 BID No. 11-01-01 photographs will have been checked by and stamped with the approval of the Contractor, identified clearly as to material, manufacturer, any pertinent catalog numbers and the use for which intended. 1.48.2. At the time of each submission, the Contractor will in writing call the City's attention to any deviations that the photographs or sample may have from the requirements of the Contract Documents. 1.48.3. The City will review with responsible promptness Photographs and Samples, but their review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents. The Contractor will make any corrections required by the City and will return the required number of corrected copies of Photographs and resubmit new samples until the review is satisfactory to the City. 1.48.4. No Work requiring a Photograph or sample submission shall be commenced until the submission has been reviewed by the City. A copy of each Photograph and each approved sample shall be kept in good order by the Contractor at the site and shall be available to the City. 1.48.5. The City's review of Photographs or samples shall not relieve the Contractor from their responsibility for any deviations from the requirements of the Contract Documents unless the Contractor has in writing called the City's attention to each deviation at the time of submission and the City has given written approval to the specific deviation, nor shall any review by the City relieve the Contractor from responsibility for supplying the plant material as specified 1.49. Public Convenience and Safety: The Contractor shall, at all times, conduct the Work in such a manner as to insure the least practicable obstruction to public travel. The convenience of the general public and of the residents along and adjacent to the area of Work shall be provided for in a satisfactory manner, consistent with the operation and local conditions. During the day, access to private property shall be for short durations, if at all, and in the evening, access to private property shall always be available. 1.50 Duty to defend, indemnify and save harmless: In consideration of the separate sum of twenty-five dollars ($25.00) and other valuable consideration, the Contractor shall defend, indemnify and save harmless the City, its officers, agents and employees, from or on account of any injuries or damages, received or sustained by any person or persons during or on account of any operations connected with the Work described in the Contract Documents, or by or in consequence of any negligence in connection with the same; or by use of any improper materials or by or on account of any act or omission of the said Contractor or his Sub-Contractor, agents, servants or employees. The Contractor will defend, indemnify and hold harmless the City and their agents or employees from and against all claims, damages, losses and expenses including attorneys' fees arising out of or resulting from the performance of the Work, provided that any such claim damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than Work itself) including the loss of use resulting wherefrom and (b) is caused in whole or in part by any negligent act or omission of the Contractor, Sub-Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused by a party indemnified hereunder. In the event that a court of competent jurisdiction determines that Sec. 725.06 (2), F.5. is applicable to this Work, then in lieu of the above provisions of this section the parties agree that Contractor shall indemnify, defend and hold harmless the City, their officers and employees, to the fullest extent authorized by Sec. 725.06 (2) F.S., which statutory provisions shall be deemed to be incorporated herein by reference as if fully set forth herein. In the event that any action or proceeding is brought against City by reason of any such claim or demand, Contractor, upon written notice from City shall defend such action or proceeding by counsel satisfactory to City. The indemnification provided above shall obligate Contractor to defend at its own expense or to provide for such defense, at City's option, any and all claims of liability and all suits and actions of every name and description that may be brought against City, excluding only those which allege that the injuries arose out of the sole negligence of City, which may result from the operations and activities under this Contract whether the Work be performed by Contractor, its Sub- Contractors, or by anyone directly or indirectly employed by either. 1.51. City's Responsibility: The City will issue all communications to the Contractor; the City will furnish the data required of them under the Contract Documents promptly; and the City's duties in respect to providing lands and easements are set forth in this section. 1.52. Measurement of Quantities: All work completed under the Contract will be measured by the City according to the United States Standard Measures. All linear surface measurements will be made horizontally or vertically as required by the item measured. 1.53. Rejecting Defective Work: The City will have authority to disapprove or reject Work which is "defective" (which term is hereinafter used to describe Work that is unsatisfactory, faulty or defective, or does not conform to the requirements of the Contract Documents or does not meet the requirements of any inspection, test or approval referred to in Special Condition, or has been damaged prior to final accepta nce). 1.54. Shop Drawings, Change Orders and Payments: In connection with the City's responsibility as to Shop Drawings and Samples, Change Orders, Statement of Services, etc., see this section. All shop drawings and/or submittals shall be properly sealed and provided to the City representative for approval. Once approved the Contractor shall submit two copies of the shop drawings and submittals to the City's Building Department as PAGE 11 OF 32 BID No. 11-01-01 part of the permit application process. No work shall commence until such time all associated shop drawings and submittals have been adequately processed by the Contractor and approved by Public Works and subsequently the Building Department. 1.55. Decisions on Disagreements: The City will be the initial interpreter of the Technical Specifications. 1.56. Changes in Work: Without invalidating the Agreement, the City may, at any time or from time to time, order additions, deletions or revisions in the Work; these shall be authorized by Change Orders. Upon receipt of a Change Order, the Contractor will proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Contract Documents. If any Change Order causes an increase or decrease in the Contract Price or an extension or shortening of the Contract Time, an equitable adjustment will be made as provided in this document. A Change Order signed by the Contractor indicates their agreement therewith. 1.56.1. The City may authorize minor changes or alterations in the Work not involving extra cost and not inconsistent with the overall intent of the Contract Documents. These may be accomplished by a Field Order. If the Contractor believes that any minor change or alteration authorized by the City entitles them to an increase in the Contract Price or extension of Contract Time, they may make a claim therefore as provided in this document. 1.56.2. Additional Work performed by the Contractor without authorization of a Change Order will not entitle them to an increase in the Contract Price or an extension of the Contract Time, except in the case of an emergency as provided in this document. 1.56.3. The City will execute appropriate Change Orders covering changes in the Work, to be performed and Work performed in an emergency as provided in this section and any other claim of the Contractor for a change in the Contract Time or the Contract Price which is approved by the City. 1.56.4. It is the Contractor's responsibility to notify his Surety of any changes affecting the general scope of the Work or change in the Contract Price or Contract Time and the amount of the applicable bonds shall be adjusted accordingly. The Contractor will furnish proof of such an adjustment to the City. 1.57 Change of Contract Price: The Contract Price constitutes the total compensation payable to the Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by the Contractor shall be at their expense without changing the Contract Price. 1.57.1. The City may, at any time, without written notice to the sureties, by written order designated or indicated to be a Change Order, make any change in the Work within the general scope of the Contract, including but not limited to changes: in the specifications (including drawings and designs); in the method or manner of performance of the Work; in the City- furnished facilities, equipment, materials, services, or site; or directing acceleration in the performance of the Work. 1.57.2. Except as herein provided, no order, statement, or conduct of the City shall be treated as a change under this clause or entitle the Contractor to an equitable adjustment hereunder. 1.57.3. If any change order under this clause causes an increase or decrease in the Contractor's cost of, or the time required for, the performance of any part of the Work, under this Contract, whether or not changed by any order, an equitable adjustment shall be made and the Contract modified in writing accordingly. 1.57.4. If the Contractor intends to assert a claim for an equitable adjustment under this clause, he must, within ten (10) days after receipt of a written Change Order, submit to the City a written notice including a statement setting forth the general nature and monetary extent of such claim, and supporting data. 1.57.5. No claim by the Contractor for an equitable adjustment hereunder shall be allowed if not submitted in accordance with this section or if asserted after final payment under this Contract. 1.57.6. The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be determined in one of the following ways: by negotiated lump sum; or on the basis of the cost of the Work, determined as provided in this section, plus a mutually agreed upon fee to the Contractor and to cover overhead and profit. 1.57.7. The term cost of the Work means the sum of all direct costs necessarily incurred and paid by the Contractor in the proper performance of the Work. Except as otherwise may be agreed to in writing by City, such costs shall be in amounts no higher than those prevailing in Miami-Dade County, shall include only the following items and shall not include any of the costs itemized hereunder. 1.57.7.1.Payroll costs for employees in the direct employ of Contractor in the performance of the work described in the Change Order under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall be limited to: salaries and wages, plus the costs of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing Work after regular working hours, on Sunday or legal holidays shall be included in the above only if authorized by City. 1.57.7.2.Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage, and manufacturers' field services required in connection PAGE 12 OF 32 BID No. 11-01-01 therewith. All cash discounts shall accrue to Contractor unless City deposits funds with Contractor with which to make payments in which case the cash discounts, shall accrue to the City. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained. 1.57.7.3.Payments made by Contractor to the Sub- Contractors for Work performed by Sub-Contractors. If required by City, Contractor shall obtain competitive Bids from Sub-Contractors acceptable to him and shall deliver such Bids to City who will then determine which Bids will be accepted. If a Subcontract provides that the Sub-Contractor is to be paid on the basis of Cost of Work plus a fee, the cost of the Work shall be determined in accordance with this section. 1.57.7.4.Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof - all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 1.57.7.5.Sales, use or similar taxes related to the Work, and for which Contractor is liable, imposed by any governmental authority. 1.57.7.6.Payments and fees for permits and licenses. Costs for permits and licenses must be shown as a separate item. 1.57.7.7.The cost of utilities, fuel and sanitary facilities at the site. 1.57.7.8.Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 1.57.7.9.Cost of premiums for additional Bonds and Insurance required solely because of changes in the Work, not to exceed two percent (2%) of the increase in the Cost of the Work. 1.57.8. The term Cost of the Work shall not include any of the following: 1.57.8.1.Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, lawyers, agents, expediters, timekeepers, clerks and other personnel employed by Contractor whether at the site or in his principal or a branch office for general administration of the Work and not specifically included in the schedule referred to in this document - all of which are to be considered administrative costs covered by the Contractor's fee. 1.57.8.2.Expenses of Contractor's principal and branch offices other than his office at the site. 1.57.8.3.Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 1.57.8.4.Cost of premiums for all bonds and for all insurance policies whether or not Contractor is required by the Contract Documents to purchase and maintain the same (except as otherwise provided this document. 1.57.8.5.Costs due to the negligence of Contractor, any Sub-Contractor, or anyone directly or indirectly employed by any of them of for whose acts any of them may be liable, including but not limited to, the correction of defective work, disposal of materials or equipment wrongly supplied and making good any damage to property. 1.57.8.6.Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in this document. 1.57.9. The Contractor's fee which shall be allowed to Contractor for their overhead and profit shall be determined as follows: 1.57.9.1. A mutually acceptable firm fixed price; or if none can be agreed upon; 1.57.9.2. A mutually acceptable fixed fee based on the estimate of the various portions of the cost of the Work. 1.57.10. The amount of credit to be allowed by Contractor to City for any such change which results in a net decrease in cost, will be the amount of the actual net decrease. When both additions and credits are involved in anyone change, the net shall be computed to include overhead and profit, identified separately, for both additions and credit, provided however, the Contractor shall not be entitled to claim lost profits for any Work not performed. 1.57.11. Whenever cost of any Work is to be determined pursuant to this document, Contractor will submit in form prescribed by City an itemized cost breakdown together with supporting data. 1.58. Payments to Contractor: At least ten (10) days before each progress payment falls due (but not more often than once a month), the Contractor will submit to the City a partial payment estimate filled out and signed by the Contractor covering the Work performed during the period covered by the partial payment estimate and supported by such data as the City may reasonably require. 1.58.1. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at or near site, the partial payment estimate shall also be accompanied by such supporting data, satisfactory to the City, as will establish the City's title to the material and PAGE 13 OF 32 BID No. 11-01-01 equipment and protect their interest therein, including applicable insurance. The City will within ten (10) days after receipt of each partial payment estimate, either indicate in writing their approval of payment and present the partial payment estimate to the City, or return the partial payment estimate to the Contractor, indicating in writing their reasons for refusing to approve payment. In the latter case, the Contractor may make the necessary corrections and resubmit the partial payment estimate. The City, will within thirty (30) days of presentation to them of any approved partial payment estimate, pay the Contractor a progress payment on the basis of the approved partial payment estimate. The City may retain ten (10) percent of the amount of each payment until final completion and acceptance of all Work covered by the Contract Documents. On completion and acceptance of a part of the Work on which the price is stated separately in the Contract Documents, payment may be made' in full, including retained percentages, less authorized deductions. Any interest earned on the retainage shall accrue to the benefit of the City. 1.58.2. The City shall have the right to demand and receive from the Contractor, before he shall receive final payment, final releases of lien executed by all persons, firms or corporations who have performed or furnished labor, services or materials, directly or indirectly, used in the Work. Likewise, as a condition to receiving any progress payment, the City may require the Contractor to furnish partial releases of lien executed by all persons, firms and corporations who have furnished labor, services or materials incorporated into the Work during the period of time for which the progress payment is due, releasing such lien rights those persons, firms or corporations may have for that period. 1.58.3. The Contractor warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will have passed to the City prior to the making of the Application for Payment, free and clear of all liens, claims, security interest and encumbrances (hereafter in these General Conditions referred to as "Liens"); and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor or by any other person performing the Work at the site or furnishing materials and equipment for the Project, subject to an agreement under which an interest therein or encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person. 1.59. Acceptance of Final Payment as Release: The Acceptance by the Contractor of final payment shall be and shall operate as a release to the City and a waiver of all claims and all liability to the Contractor other than claims in stated amounts as may be specifically excepted by the Contractor for all things done or furnished in connection with the Work and for every act and neglect of the City and others relating to or arising out of this Work. Any payment, however, final or otherwise, shall not release the Contractor of their sureties from any obligations under the Contract Documents or the Performance Bond. 1.60. Suspension Of Work And Termination: The City may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety (90) days by notice in writing to the Contractor which shall fix the date on which Work shall be resumed. For suspensions longer than ninety (90) days, the Contractor may be allowed an increase in the Contract Price or an extension of the Contract Time, or both. 1.61. Work During Inclement Weather: No Work shall be done under these specifications except by permission of the City when the weather is unfit for good and careful Work to be performed. Should the severity of the weather continue, the Contractor upon the direction of the City, shall suspend all Work until instructed to resume operations by the City and the Contract Time pursuant to this section shall be extended to cover the duration of the order. 1.62. City May Terminate: If the Contractor is adjudged bankrupt or insolvent, or if they make a general assignment for the benefit of their creditors, or if a trustee or receiver is appointed for the Contractor or for any of their property, or if they file a petition to take advantage of any debtor's act, or to reorganize under bankruptcy or similar laws, or if they repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, or if they repeatedly fail to make prompt payments to Sub-Contractors or for labor, materials or equipment or they disregard laws, ordinances, rules, regulations or orders of any public body having jurisdiction, or if they disregard the authority of the City, of if they otherwise violate any provision of, the Contract Documents, then the City may, without prejudice to any other right or remedy and after giving the Contractor and the surety ten (10) days written notice, terminate the services of the Contractor and take possession of the Project and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor, and finish the Work by whatever method they may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Project, including compensation for additional professional services, such excess shall be paid to the Contractor. If such costs exceed such unpaid balance, the Contractor will pay the difference to the City. Such costs incurred by the City will be determined by the City and incorporated in a Change Order. If after termination of the Contractor under this Section, it is determined by a court of competent jurisdiction for any reason that the Contractor was not in default, the rights and obligations of the City and the Contractor shall be the same as if the termination had been issued pursuant to this document. 1.62.1. Where the Contractor's services have been so terminated by the City said termination shall not affect any rights of the City against the Contractor then existing or which may thereafter accrue. Any retention or payment of moneys by the City due the Contractor will not release the Contractor from liability. 1.62.2. Upon ten (10) days written notice to the Contractor, the City may, without cause and without prejudice to any other right or remedy, elect to terminate the Agreement. In such case, the Contractor shall be paid for all Work executed and accepted by the City as of the date of the termination. No payment shall PAGE 14 OF 32 BID No. 11-01-01 be made for profit for Work which has not been performed. 1.63. Removal of Equipment: In the case of termination of this Contract before completion for any cause whatever, the Contractor, if notified to do so by the City, shall promptly remove any part or all of his equipment and supplies from the property of the City. Should the Contractor not remove such equipment and supplies, the City shall have the right to remove them at the expense of the Contractor. Equipment and supplies shall not be construed to include such items for which the Contractor has been paid in whole or in part. 1.64. Miscellaneous: Proposers acknowledges the following miscellaneous conditions: 1.64.1. Whenever any provision of the Contract Documents requires the giving of written notice it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to them who gives the notice. 1.64.2. The Contract Documents shall remain the property of the City. The Contractor shall have the right to keep one record set of the Contract Documents upon completion of the Project. 1.64.3. The duties and obligations imposed by these General Conditions, Special Conditions and Supplemental Conditions and the rights and remedies available hereunder, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon Contractor and those in the Special Conditions and the rights and remedies available to the City, shall be in addition to, and shall not be construed in any way as a limitation of, any rights and remedies available by law, by special guarantee or by other provisions of the Contract Documents. 1.64.4. Should the City or the Contractor suffer injury or damage to its person or property because of any error, omission, or act of the other or of any of their employees or agents or others for whose acts they are legally liable, claim shall be made in writing to the other party within a reasonable time of the first observance of such in jury or damage. 1.65. Waiver of Jury Trial: City and Contractor knowingly, irrevocably voluntarily and intentionally waive any right either may have to a trial by jury in State or Federal Court proceedings in respect to any action, proceeding, lawsuit or counterclaim based upon the Contract Documents or the performance of the Work there under. 1.65.1. Governing Law: The Contract shall be construed in accordance with and governed by the law of the State of Florida. 1.65.2. Venue: Venue of any action to enforce the Contract Documents shall be in Miami-Dade County, Florida. 1.65.3. Arbitration: It is the intention of the parties that whenever possible, if a dispute or controversy arises hereunder then such dispute or controversy shall be settled by arbitration in accordance with the procedures, rules and regulations of the American Arbitration Association. The decision rendered by the Arbitrator shall be final and binding upon the parties and judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction. Arbitration shall be held in Miami-Dade County, Florida. All costs of arbitration and attorneys' fees incurred by the parties shall be paid by the non- prevailing party or, if neither party prevails on the whole, each party shall be responsible for a portion of the costs of arbitration and their respective attorneys' fees as may be determined by the court on confirmation. 1.66. Project Records: City shall have right to inspect and copy during regular business hours at City's expense, the books and records and accounts of Contractor which relate in any way to the Project, and to any claim for additional compensation made by Contractor, and to conduct an audit of the financial and accounting records of Contractor which relate to the Project. Contractor shall retain and make available to City all such books and records and accounts, financial or otherwise, which relate to the Project and to any claim for a period of three years following final completion of the Project. During the Project and the three year period following final completion of the Project, Contractor shall provide City access to its books and records upon five days written notice. END OF SECTION PAGE 15 OF 32 BID No. 11-01-01 1.67. Severability: If any provision of the Contract or the application thereof to any person or situation shall to any extent, be held invalid or unenforceable, the remainder of the Contract, and the application of such provisions to persons or situations other than those as to which it shall have been held invalid or unenforceable shall not be affected thereby, and shall continue in full force and effect, and be enforced to the fullest extent permitted by law. 1.68. Independent Contractor: The Contractor is an independent Contractor under the Contract. Services provided by the Contractor shall be by employees of the Contractor and subject to supervision by the Contractor, and not as officers, employees, or agents of the City. Personnel policies, tax responsibilities, social security and health insurance, employee benefits, purchasing policies and other similar administrative procedures, applicable to services rendered under the Contract shall be those of the Contractor. Section 2 Special Terms and Conditions 2.1 PURPOSE OF PROPOSAL: The City of Sunny Isles Beach, Florida, (the "City") a municipality located in Miami-Dade County, Florida, requests qualified Proposers ("Proposers") to submit proposals for the construction of improvements to Bella Vista Bay Park located at 500 Sunny Isles Blvd in Sunny Isles Beach, Florida as provided for in the contract documents. 2.2 PRE-PROPOSAL CONFERENCE (MANDATORY): A pre-proposal conference will be held on 05/18/11 @ 10:30am at Sunny Isles Beach Government Center 18070 Collins Avenue Sunny Isles Beach, FL 33160; 1st Floor Meeting Room to discuss the special conditions and specifications included within this solicitation. Proposers are requested to bring this solicitation document to the conference, as additional copies will not be available. 2.3 TERM This contract shall commence upon the date of issuance of a the Notice to PROCEED (NTP) from the City Manager or his designee and shall remain in effect until such time as the commodities, equipment and/or services acquired in conjunction with this Request for Proposal have been completed and accepted by the City's authorized representative and upon completion of the expressed and/or implied warranty periods. The proposer shall include the time necessary to complete this turn-key project from permitting to final close-out. 2.4 OPTIONS TO RENEW Intentionally Omitted 2.5 PRICE If the proposer is awarded a contract under this solicitation, the prices proposed by the proposer shall remain fixed and firm during the term of contract and shall be inclusive of all necessary tasks and services to provide the City with a 100% acceptable product. 2.6 PERFORMANCE AND PAYMENT BOND The City of Sunny Isles Beach shall require the successful Proposer to furnish a Performance and Payment Bond in the amount of 100% of the total Proposal Price, with the City of Sunny Isles Beach as the Obligee, as security for the faithful performance of the Contract and for the payment of all persons performing labor or furnishing materials in connection herewith within ten (10) calendar days after notification of the award by the City. The bonds shall be with a surety company authorized to do business in the State of Florida. 2.7 DELIVERY Intentionally Omitted PAGE 16 OF 32 BID No. 11-01-01 2.8 INSURANCE Comprehensive General Liability with minimum limits of Two Million Dollars ($2,000,000.00) per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability. Coverage must be afforded on a form no more restrictive than the latest edition of the Comprehensive General Liability policy, without restrictive endorsements, as filed by the Insurance Services Office, and must include: o Premises and Operation o Independent Contractors o Products and/or Completed Operations Hazard o Broad Form Property Damaged o Broad Form Contractual Coverage applicable to this specific Contract, including any hold harmless and/or indemnification agreement. o Personal Injury Coverage with Employee and Contractual Exclusions removed, with minimum limits of coverage equal to those required for Bodily Injury Liability and Property Damage Liability. Business Automobile Liability with minimum limits of One Million Dollars (1,000,000.00) per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability. Coverage must be afforded on a form no more restrictive than the latest edition of the Business Automobile Liability policy, without restrictive endorsements, as filed by the Insurance Services Office, and must include: o Owned Vehicles; o Hired and Non-Owned Vehicles; o Employers' Non-Ownership. Before starting the Work, the Contractor will file and make sure that all certificates of insurance required by this document and by the Contract are in the City's possession. These certificates shall contain a provision that the coverage afforded under the policies will not be canceled or materially changed until at least thirty (30) days prior written notice has been given to the City by certified mail. The City shall be named as an additional insured on the above-referenced policies. The Contractor agrees that if any part of the Work under the Contract is sublet, they will require the Sub-Contractor(s) to carry insurance as required, and that they will require the Sub-Contractor(s) to furnish to them insurance certificates similar to those required by the City in this section. 2.8.1 Cancellation and Re-Insurance: If any insurance should be canceled or changed by the insurance company or should any insurance expire during the period of this contract, the Contractor shall be responsible for securing other acceptable insurance to provide the coverage specified in this section to maintain coverage during the life of this Contract. All deductibles must be declared by the Contractor and must be approved by the City. At the option of the City, either the Contractor shall eliminate or reduce such deductible or the Contractor shall procure a Bond, in a form satisfactory to the City, covering the same. 2.9 MONTHLY INVOICES PAYMENTS Cut-off date is the close of the business day of the 20th day of each month. Proposer shall PAGE 17 OF 32 BID No. 11-01-01 submit by the 25th day of each month Contractor's completed Statement of Services/Invoice. Should the 25th fall on a weekend or holiday, Contractor shall submit his application on the next workday. Contractor is advised that processing of invoices must follow this schedule, as the Owner has funding requirements and other payment obligations which may prevent payment of late Statement of Services for that month's billing cycle. A late Statement of Services with a recommendation for payment will be paid in the next month's billing cycle. The City shall process payment NO LATER THAN 20 business days of submission of proper documentation (not the date of the invoice). This is the date when the City representative acknowledges that the proposer has provided all necessary documentation to justify payment. Documentation shall include but shall not be limited to ORIGINAL partial and final releases of lien, Original Contractor's affidavit of partial and final releases of lien, an Original invoice on an acceptable form approved by the City representative (AlA forms are acceptable), and other documentation required by the City for processing of payment. All payments, excluding final payment, shall be reduced by a 10% retainage to be paid at close- out and final. This project shall be paid for by several grants and that payment to the contractor shall be contingent on grant availability. 2.10 LABOR. MATERIALS, AND EOUIPMENT SHALL BE SUPPLIED BY THE PROPOSER Unless otherwise provided in Section 3 of this solicitation the proposer shall furnish the following, including but not limited to, all labor, material, equipment, barricading, adequate supervision, and coordination for satisfactory contract performance. When not specifically identified in the technical specifications, such materials and equipment shall be of a suitable type and grade for the purpose. All material, workmanship, and equipment shall be subject to the inspection and approval of the City's Project Manager. 2.11 CLEAN-UP All unusable materials and debris shall be removed from the premises at the end of each workday, and disposed of in an appropriate manner. Upon final completion, the proposer shall thoroughly clean up all areas where work has been involved as mutually agreed with the associated user department's project manager. 2.12 FEDERAL, STATE AND LOCAL REGULATIONS The successful Proposer shall comply with all federal, state and local ordinances, regulations, and rules as well as any other laws that would apply to the proposed project. Such proposer costs associated with regulatory requirements shall be included in the project cost whether depicted specifically or not within the body of the proposal. 2.13 MATERIALS SHALL BE NEW AND WARRANTED AGAINST DEFECTS The proposer hereby acknowledges and agrees that all materials, except where recycled content is specifically requested, supplied by the proposer in conjunction with this solicitation and resultant contract shall be new, warranted for their merchantability, and fit for a particular purpose. In the event any of the materials supplied to the City by the proposer are found to be defective or do not conform to specifications: (1) the materials may be returned to the proposer at the proposer's expense and the contract cancelled or (2) the City may require the proposer to PAGE 18 OF 32 BID No. 11-01-01 replace the materials at the proposer's expense. In the event that material is suspected by the City Representative of being reused or not new in original packaging, the material may be rejected. The Proposer shall remove such material and replace it at his/her cost and within the original schedule. No provisions or allotments for delays or time extensions to the schedule as a result of "defective", unacceptable material, or reused material found shall be granted. 2.14 NOTIFICATION TO BEGIN WORK SHALL BE GIVEN THROUGH A NOTICE TO PROCEED: The proposer shall neither commence any work, nor enter a City work premise, until a written Notice to Proceed (NTP) directing the proposer to proceed with the work has been received by the proposer from any authorized City representative; provided however, that such notification shall be superseded by any emergency work that may be required in accordance with provisions included elsewhere in this solicitation and resultant contract. 2.15 ACCIDENT PREVENTION AND BARRICADES Proposer is responsible for the site. In the event the site is utilized by others to access the Intracoastal waterway, the proposer shall ensure that he/she provides sufficient safeguards to protect and provide safe passage through the site as may be necessary for the convenience of the City at the cost of the proposer. Barricades, cones, construction fencing and temporary construction fencing, per City regulations and other relevant requirements, shall be provided by the proposer when work is performed in areas traversed by persons or when deemed necessary by the City Representative at no extra cost to the City. Temporary construction fencing (chain link - 6' high) is required by the City and such cost of placement shall be borne by the proposer for any work that requires demolition and/or requires the containment of equipment or material or protection of work and citizens. The fence shall be covered for dust control, shall have a windscreen, and/or a privacy screen as directed by the City at the proposers sole cost. Coordination with Coastal shall be necessary to ensure that work on both sides can proceed without delays. Proposer shall comply with regulations and permit requirements for the placement of the proper fencing. Precautions shall be exercised at all times for the protection of persons and property. All proposers performing services under this contract shall conform to all relevant OSHA, State and City regulations during the course of such effort. Any fines levied by the above mentioned authorities for failure to comply with these requirements shall be borne solely by the responsible proposer. 2.16 WARRANTY SHALL BE SUPPLIED IN WRITTEN FORM A. Type of Warranty Coverage Required The proposer shall provide a copy of its written warranty certificates with its initial offer, or upon request from the City. Failure to meet this requirement may result in the offer being deemed non-responsive. The warranty supplied by the proposer shall remain in force for the full period identified by the proposer; regardless of whether the proposer is under contract with the City at the time of defect. Any payment by the City on behalf of the goods or services received from the proposer does not constitute a waiver of these warranty provisions. All warranties shall be 1 year from the date of final completion. PAGE 19 OF 32 BID No. 11-01-01 The proposer shall include all delivery, labor, material, and equipment for the correction, replacement, reinstallation, and/or removal of defective and/or unacceptable work. Warranties for specific components of the work shall be provided separately and on fabricator's or manufacturer's original letterhead with original signatures. B. Correcting Defects Covered Under Warranty The proposer shall be responsible for promptly correcting any deficiency, at no cost to the City, within seven (7) calendar days after the City notifies the proposer of such deficiency in writing. If the proposer fails to satisfy the warranty within the period specified in the notice, the City may (a) place the proposer in default of its contract, and/or (b) procure the products or services from another source and charge the proposer for any additional costs that are incurred by the City for this work or items; either through a credit memorandum or through invoicing. 2.17 DEFICIENCIES IN WORK TO BE CORRECTED BY THE PROPOSER The proposer shall promptly correct all apparent and latent deficiencies and/or defects in work, and/or any work that fails to conform to the contract documents regardless of project completion status. All corrections shall be made within seven (7) calendar days after such rejected defects, deficiencies, and/or non-conformances are verbally reported to the proposer by the City's project administrator, who may confirm all such verbal reports in writing. The proposer shall bear ALL costs of correcting such rejected work. If the proposer fails to correct the work within the period specified, the City may, at its discretion, notify the proposer, in writing, that the proposer is subject to contractual default provisions if the corrections are not completed to the satisfaction of the City within seven (7) calendar days of receipt of the notice. If the proposer fails to correct the work within the period specified in the notice, the City shall place the proposer in default. 2.18 FURNISH AND INSTALL REOUlREMENTS The specifications and/or statement of work contained within this solicitation describe the various functions and classes of work required as necessary for the completion of the work. Any omissions of inherent technical functions or classes of work within the specifications and/or statement of work shall not relieve the proposer from furnishing, installing or performing such work where required to the satisfactory completion of the project. 2.19 LICENSES, PERMITS AND FEES The proposer shall obtain and pay for all licenses, permits and inspection fees required for this project; and shall comply with all laws, ordinances, regulations and building code requirements applicable to the work contemplated herein. Damages, penalties and or fines imposed on the City or the proposer for failure to obtain required licenses, permits or fines shall be borne by the proposer. Proposer shall include the cost for special inspections as required by the City's Building Department in accordance with the most recent Florida Building Code and costs for certified material testing, density testing, proctors, and reporting documentation to ensure compliance with the plans and industry standards for quality control and assurance. 2.20 REPAIR/DAMAGE TO EXISTING ELEMENTS TO REMAIN The proposer shall ensure that all elements of the site required to remain in operation or remain in place are protected against damage during the performance of work. All coordination related PAGE 20 OF 32 BID No. 11-01-01 to this item shall be the proposer's responsibility. All costs associated with protection, coordination, repairs to damaged property, replacement of damaged property, and other costs shall be paid for by the Proposer and shall be included in the proposal to accomplish the work. The City will not pay for any damages associated with the proposer's work. All repairs shall be performed by the proposer in a manner acceptable to the City. 2.21 LIQUIDATED DAMAGES FOR INCOMPLETE PROJECTS Failure to complete the project in accordance with the specifications and to the satisfaction of the City within the time stated shall cause the vendor to be subject to charges for liquidated damages in the amount of $800.00 for each and every calendar day the work remains incomplete. As compensation due the City for loss of use and for additional costs incurred by the City due to such non-completion of the work, the City shall have the right to deduct the said liquidated damages from any amount due, or that may become due to the vendor under this agreement, or to invoice the vendor for such damages if the costs incurred exceed the amount due to the vendor. END OF SECTION PAGE 21 OF 32 BID No. 11-01-01 Section 3 Scope of Services I Technical Specifications 3.1 SCOPE OF SERVICES The City of Sunny Isles Beach, Florida, (the "City'') a municipality located in Miami-Dade County, Florida, requests qualified Proposers ['Proposers'') to submit proposals for the Bella Vista Bay Park Improvement Project located at 500 Sunny Isles Blvd in the City of Sunny Isles Beach. The improvements are adjacent to the Intracoastal Waterway. The services requested include, but are not limited to, the following: . Proposer must be a Florida State licensed Certified General Contractor with at least 10 years of experience in South Florida. . Proposer shall provide all labor, material, equipment, coordination, SUpervision, shop drawings, permitting applications, and any other serviceftasksfdocumentationfreports that would enable the proposer to provide a 100% permitted and approved turn-key project related to proposed improvements to the Bella Vista Bay Park as depicted in the project documents provided (including this RFP). Work includes but is not limited to selective demolition, excavation, hauling, disposal, structure installation, roofing, concrete and concrete forming, electrical, irrigation, fencing, paver installation, specialties, signage, landscaping, drainage, and other site improvements. . Proposer is required to provide the services for the implementation of the project in a manner that meets or exceeds acceptable construction standards as acceptable by the City. . Proposer shall be required to verify all underground utilities prior to digging. . Proposer shall obtain ALL permits required to complete the project. All fees associated with the permits and the acquiring of the same shall be paid for by the proposer. . All water to the area is provided by the City of North Miami Beach utility. Proposer MUST coordinate all connections and meter installation with North Miami Beach and provide the utility with all the proper paperwork and documentation to ensure completeness. Payment of all fees and associated connection costs and installation methods shall be the responsibility of the proposer. . Proposer must provide safe access as necessary to the City staff or the City's vendor that utilize the dock. . The proposer MUST perform a field inspection to become familiar with the site. . Proposer MUST include 2 (two) 3/4" conduit from the nearest roadway (business loop) to the proposed concrete kiosk for future AT&T lines. . Proposer shall provide a cost to fix some portions of the dock. . Proposer shall include the cost for special inspections and tests as required by the building department as part of permitting and project completion. These shall include but not limited to concrete densities, structural support connections, rebar, and footings. All inspections and reports shall be provided PAGE 22 OF 32 BID No. 11-01-01 with original seals and back-up documentation as necessary for filing at the building department. Proposer shall coordinate the same with the City's Building Department. . This project is a 100% turn-key project. Proposer shall obtain all necessary permits from all agencies having jurisdiction. Proposer shall include all labor, equipment, and materials to ensure that the project is completed on time and within the cost. 3.2 PROPOSER'S RESPONSIBILITIES The successful Proposer shall provide all necessary construction services as delineated in this RFP to construct the Bella Vista Bay Park improvements and leave the site and adjacent site impacted by the work in good condition acceptable to the City. At the time of submission of the Proposal, the Proposer shall understand and comply with all Federal, State, County and Local codes, regulations, and ordinances applicable to this project. Prior to fabrication and/or installation, the successful Proposer shall meet with the city staff to ensure that the proposed design and installation methods are acceptable. The successful Proposer must obtain and pay for all necessary permits. ONLY City fees will be waived. At the time of construction/installation, successful Proposer must provide all material, labor, equipment, safety measures, and protective devices/control measures to ensure that the project is successfully implemented, executed, and approved by the City of Sunny Isles Beach. END OF SECTON PAGE 23 OF 32 BID No, 11-01-01 Section 4 Evaluation Process 4.1 REVIEW OF PROPOSALS FOR RESPONSIVENESS Each proposal will be reviewed to determine if the proposal is responsive to the submission requirements outlined in the solicitation. A responsive proposal is one which follows the requirements of this solicitation that includes all documentation, is submitted in the format outlined in this solicitation, is of timely submission, and has the appropriate signatures as required on each document. Failure to comply with these requirements may result in the proposal being deemed non- responsive. The contract will be awarded to the lowest responsible and responsive proposer whose proposal best serves the interest of and represents the best value to the City in conformity with section 62-8 of the City code. 4.2 QUALIFICATIONS Proposals shall include the following: Technical Oualifications 1. Proposer's relevant experience, qualifications and past performance 2. Relevant experience and qualifications of key personnel, including key personnel of subcontractors that will be assigned to this project and experience and qualifications of subcontractors 3. Proposers approach methodology to providing the services requested in this solicitation - inclusive of a schedule/timeframe in which the services will be 100% rendered 4. Proposed solution functionality, implementation and other objectives and requirements as stated Price 5. Proposer's price to the City 4.2.1 ADDITIONAL INFORMATION In order to be considered, Proposers shall provide sufficient information as part of their proposal submission (submission shall not be limited to the information below). All requested documentation and/or information shall be provided in the Proposal. Proposers failing to provide sufficient documentation detailing their qualifications, experience, and extent and implications of proposal shall not be considered. . Provide the time the proposer proposes to complete the project once a notice to proceed has been issued. . Copy of State of Florida Certified General Contractor license. . Provide company proof of relevant experience. . Proof of 10 years of experience in the construction/installation of similar projects in South Florida. . Provide information on any subcontractor associated with the proposed work. . Proof of authorization to transact business in Florida from the Florida Secretary of State, from the prime as well as any supporting firm(s). PAGE 24 OF 32 BID No. 11-01-01 . Provide copies of all licenses and certifications of the Proposer. 4.3 Neqotiations PAGE 25 OF 32 BID No. 11-01-01 The City may award a contract on the basis of initial offers received, without discussions. Therefore, each initial offer should contain the Proposer's best terms from a monetary and technical standpoint. Notwithstanding the foregoing, if the City and said Proposer(s) cannot reach agreement on a contract, the City reserves the right to terminate negotiations and may, at the City Manager's or his designee's discretion, begin negotiations with the next lowest responsible and responsive proposer. This process may continue until a contact acceptable to the City has been executed or all proposals are rejected. No Proposer shall have any rights against the City arising from such negotiations or termination thereof. Any Proposer recommended for negotiations may be required to provide to the City: a) Its most recent certified business financial statements as of a date not earlier than the end of the Proposer's preceding official tax accounting period, together with a statement in writing, signed by a duly authorized representative, stating that the present financial condition is materially the same as that shown on the balance sheet and income statement submitted, or with an explanation for material change in the financial condition. A copy of the most recent business income tax return will be accepted if certified financial statements are unavailable. b) Information concerning any prior or pending litigation, either civil or criminal, involving a governmental agency or which may affect the performance of services to be rendered herein, in which the Proposer, any of its employees or subcontractors is or has been involved within the last three years. END OF SEcrON Section 5 Proposal Format 5.0 FORMAT Proposers must submit (1) original and four (4) copies of the Proposal. The original Proposal must contain an original signature. Be sure that the individual signing the Proposal is authorized to commit the Proposer's organization to the Proposal as submitted. Each page of the Proposal should state the name of the Proposer, the RFP number, and the page number. The City reserves the right to request additional data or material to support Proposals. All material submitted in response to the RFP will become the property of the City. LABEL EACH SECTION AS NUMBERED The proposal must be in the following format. 1. Company Information · In response to this Proposal, all Proposers must provide the following: · Name of Agency/Company (including any "Doing Business As" names) · Company Locations · Internet Web Site Address (if any) · Details of Entity Business Structure (Corporation, Partnership, LLC) · Date Founded · Home office address and telephone number, and local address and phone number · List of any outstanding litigation that would threaten the viability of the firm or the performance of this contract · Proof of insurance · Indication of how long it would take to implement service after authorized to begin 2. Qualifications Proposer's relevant experience. qualifications and past performance · An explanation of why the Proposer is the best qualified to perform the contract and demonstrate its qualifications including an item-by-item disclosure outlining how the firm meets or exceeds the requirements of this RFP. · A schedule of proposed services. The schedule should include the Proposer's understanding of the issues and tasks of the project at hand. 3. Staffing Relevant experience and qualifications of key personnel, including key personnel of subcontractors, that will be assigned to this project and experience and qualifications of subcontractors . The size and experience of the company staff pool from which staff assigned to the management contract can be drawn. . The composition of the staff team should include. . The names of the employees in the area responsible for this contract . Their function in the company. . The name of the person who will be responsible for the coordination of work. 4. Approach / Methodology Proposers approach methodology to providing the services requested in this solicitation PAGE 26 OF 32 BID No. 11-01-01 Suitability of the methodologies and approaches used in achieving tasks · Overall organization to completing the project · Ability to meet desired timelines and deadlines 5. Price Proposal . Each firm shall submit in their proposal a detailed cost proposal which shall include all costs associated with the services described in this RFP. 6. References Each Proposer must submit a list of three (3) references of Current and Past Customers of which they have provided services similar in scope and size of those described herein. . Each Reference must be supplied on Clients Letterhead . Each Reference letter must me signed with contact person and phone number. The City retains the right to request any additional information pertaining to the Proposer's ability, qualifications, and procedures used to accomplish all work under the contract as it deems necessary to ensure safe and satisfactory work. 7. Schedule Provide a schedule and work plan to complete the Services within the 60 (sixty) day completion deadline. 8. Contract Forms All completed contract forms END OF SECTION PAGE 27 OF 32 BID No. 11-01-01 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 Request for Proposal SECTION 6 BID SUBMITTAL FORMS OPENING: 10:00 A.M. 06/01/11 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: 05/05/11 This Bid Submittal Consists of Pages 28 through 31 Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. IFB 11-05-01 BELLA VISTA BAY PARK IMPROVEMENTS A Bid Deposit in the amount of 10% of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 100% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Procurement Aqent: Marcanthony Tulloch Firm Name: Commodity CodeCsl: RETURN ONE ORIGINAL AND FOUR COPIES OF BID SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 27 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPONSIVE PAGE 28 OF 32 BID No. 11-01-01 SECTION 4 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART lOR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: D NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: AUTHORIZED SIGNATURE: DATE: TITLE OF OFFICER: PAGE 29 OF 32 BID No. 11-01-01 BID SUBMITTAL FORM Bid Title: BELLA VISTA BAY PARK IMPROVEMENTS The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Proposers accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of Award. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that: · The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. · The Proposer has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. · The Proposer has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Proposer for such purposes. · The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. · This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of Bid Evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work PAGE 30 OF 32 BID No. to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. FIRM NAME: Street Address: Mailing Address (if different): Telephone No. Fax No. Email Address: FEIN No. ----1_--.1-.1-.1----1----1----1_ * "BY SIGNING THIS DOCUMENT THE BIDDER AGREES TO ALL TERMS SIGNATURE: (SIGNATURE OF AUTHORIZED AGENT) PRINT NAME: TITLE: THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. PAGE 31 OF 32 BID No. PAGE 32 OF 32 BID No. SU~ NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of, (Name of Corporation, Partnership, Individual, etc.) a, , formed under the laws of (State) (Type of Business) of which he is (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, has directly or indirectly submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to any member or agent thereof. AFFIANT'S NAME AFFIANT'S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this _ day of ,200_. Personally Known or Produced Identification Type of identification (Affix seal here) NOTARY PUBLIC (name printed or typed) DECEMBER 28, 2010 1 of 10 PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by lpnntlndlvldual s name and tItle] for lpnnt name of entity submitting sworn sfatement] whose business address is: and (if applicable) its Federal Employer Identification number (FEIN) is (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1 )(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 2 of 10 DECEMBER 28. 2010 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY, CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. By: (Signature) (Printed Name) (Title) Sworn to and subscribed before me this day of ,20_, by (AFFIX NOTARY STAMP HERE) Signature: Notary Public - State of Florida Print or Type Commissioned Name Personally Known OR Produced Identification Type of Identification Produced 10/1998 3 of 10 EQUAL OPPORTUNITY / AFFIRMATIVE ACTION OF ~Utl City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. Signed: Title: Firm: Address: DECEMBER 28, 2010 4 of 10 CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF BEFORE ME, the undersigned authority, personally appeared deposes, and states: , who was duly sworn, 18.1. am the of and principal office in with a local office in 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. described as: Landscape Maintenance Services. The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.71 certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. Dated this day of ,2010. AFFIANT Print or Type Name and Title Sworn to and subscribed before me this _ day of o Personally Known OR o Produced Identification ; Type of Identification ,2010. NOTARY PUBLIC STATE OF FLORIDA DECEMBER 28, 2010 5 of 10 DISPUTE DISCLOSURE OF HI'" City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. Firm Date Authorized Signature Print or Type Name and Title DECEMBER 28, 2010 6 of 10 ANTI-KICKBACK OF SU'" City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA ) ) COUNTY OF ) I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. By: Title: The foregoing instrument was acknowledged before me this day of , 20_, by [name of person], as [type of authority], for [name of party on behalf of whom instrument was executed] . AFFIX NOTARY STAMP HERE: Notary Public - State of Florida Print or Type Commissioned Name Personally Known OR Produced Identification Type of Identification Produced DECEMBER 28. 2010 7 of 10 BID BOND OF SOU"" City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF ) ) KNOW ALL MEN BY THESE PRESENTS, that we, as Principal, and , as Surety, are held and firmly bound unto the City of Sunny Isles Beach, a municipal corporation of the State of Florida in the sum of Dollars ($ ), lawful money of the United States, for the payment of which sum well and tnuly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying Bid dated, 2010 for: WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check or Bid Bond in the amount of five percent (5%) of the Base Bid be submitted with said Bid as a guarantee that the Proposers would, if awarded the Contract, enter into a written Contract with the City for the perfonmance of said Contract, within ten (10) consecutive calendar days after written notice having been given of the Award of the Contract. NOW, THEREFORE, the conditions of this obligation are such that if the Principal within ten (10) consecutive calendar days after written notice of such acceptance, enters into a written Contract with the City of Sunny Isles Beach and furnishes the Performance Bond, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void: otherwise the sum herein stated shall be due and payable to the City of Sunny Isles Beach and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Principal. IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this day of ,20_, the name and the corporate seal of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. DOCUMENT CONTINUES ON NEXT PAGE IN PRESENCE OF: Individual or Partnership Principal Affix Corporate Seal Business Address City, State, and Zip Code Business Telephone Business Facsimile ATTEST: Secretary (Corporate Surety)' By: 'Impress Corporate Seal IMPORTANT Surety companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorized to transact business in the State of Florida. DECEMBER 28, 2010 8 of 10 PERFORMANCE BOND City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 FORM OF PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirements of Florida Statute 255.05, we, , as Principal, hereinafter called Contractor, and , as Surety, are bound to the City of Sunny Isles Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: 07-10-04, awarded the day of , 20_ , with Landscape Services Maintenance in accordance with contract documents prepared by the City of Sunny Isles Beach, which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that if the Contractor: 15.1. Fully performs the Contract between the Contractor and the City for services described within (Bid No. ) within calendar days after the date of Contract commencement as specified in the Notice to Proceed and in the manner prescribed in the Contract; and 15.2. Indemnifies and pays City all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of Contractor), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that City sustains because of default by Contractor under the Contract; and 15.3. Upon notification by the City corrects any and all defective or faulty Work or materials which appear within one and one half (1 1/2) years, and: 15.4. Performs the guarantee of all Work and materials furnished under the Contract for the time specified in the Contract, then this Bond is void, otherwise it remains in full force. Whenever Contractor shall be, and declared by City to be, in default under the Contract, the City having performed City's obligations there under, the Surety may promptly remedy the default, or shall promptly: 15.4.1. Complete the Contract in accordance with its terms and conditions; or 15.4.2. Obtain a Bid or Bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the best, lowest, qualified, responsible and responsive Proposers, or, if the City elects, upon determination by the City, and Surety jointly of the best, lowest, qualified, responsible and responsive Proposers, arrange for a Contract between such Proposers and City, and make available as Work progresses (even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price." as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein. DECEMBER 28. 2010 9 of 10 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Surety's obligation under this Bond. Signed and sealed this day of ,20 WITNESS: BY: (Name of Corporation) Secretary (Signature) (CORPORATE SEAL) (Type Name and Title Signed Above) IN THE PRESENCE OF; INSURANCE COMPANY: BY: *Agent and Attorney-in-Fact * (Power of Attorney must be attached) (Address) (City/State/Zip Code) (Telephone) STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by [name of person], as [type of authority], for [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: Signature: Notary Public - State of Florida Print or Type Commissioned Name Personally Known OR Produced Identification Type of Identification Produced 10/1998 10 of 10 City of Sunny Isles Beach Supplemental Provisions THIS PAGE INTENTIONALLY LEFT BLANK 2 TABLE OF SUPPLEMENTAL PROVISIONS PAGE 1. DEFINITIONS........................ .................................. .................................... ....... ............ ........ SC/5 1.1 Basic Definitions............................................................................................................ SC/5 1.2 Specifications and Drawings......................................................................................... SC/5 1.3 Required Provisions Deemed Inserted.......................................................................... SC/6 2. CITY ....................................................................................................................................... SC/6 2.1 City's Right to Carry Out the Work ........................................................................... SC/6 3. CO NTRACTOR ........................................................................................................................... SC/7 3.1 Contractor's Warranty. ................................................................................... .............. SC/7 3.2 Supervision and Construction Procedures .................................................................... SC/8 3.3 Use of Site..................................................................................................................... SC/11 3.4 Review of Contract Documents and Field Conditions by Contractor........................... SC/12 3.5 Cleaning and Removal................................................................................................. SC/12 3.6 Materials, Labor, and Workmanship.......................................................................... SC/12 3.7 Approved Equal ........................................................................................................ SC/13 3.8 Shop Drawings, Product Data and Samples............................................................. SC/14 3.9 Record Drawings.................................. .................................................................... SC/15 3.10 Operating Instructions and Service Manual............................................................... SC/16 3.11 Contractor's Construction Schedules........................................................................ SC/16 4. ADMINISTRATION OF THE CONTRACT.................................................................................. SC/17 Intentionally Omitted 5. CHANGE ORDERS................. ..... .... ...... .... ... ........... .... ..... ............. ........... .... .... ...... ..... .......... ...... SC/20 6. TI ME............................................................................................................................. ............... SC/21 6.1 Progress and Completion ............................................................................................. SC/21 6.2 Delay in Completion ..................................................................................................... SC/21 6.3 Liquidated Damages. ................................................ ........... ........................................ SC/22 7 . PAYMENTS AND COM PLETION .. .......... .............. ...... ........... .......... ............... ........... ............... SC/22 7.1 Commencement, Prosecution and Completion ........................................................... SC/22 7.2 Contract Sum ................................................................................................................. SC/23 7.3 Schedule of Values ....................................................................................................... SC/23 7.4 Applications for Payment........ .... .... ........... ... .......... .... ............... ... ...... ... ........ ...... .......... SC/23 7.5 Decisions to Withhold Approval .................................................................................... SC/23 7.6 Failure of Payment................................. ................................. ...................................... SC/24 7.7 Substantial Completion.................................................................................................. SC/24 7.8 Final Completion and Final Payment........................................................................... SC/24 8. BONDS ..........................................................................................................................................SC/25 8.1 Bonds... ........................................................................ ............................................... SC/25 3 9. UNCOVERING AND CORRECTION OF THE WORK ................................................................. SC/25 9.1 Uncovering of the Work .............................................................................................. SC/25 9.2 Correction of the Work .............................................................................................. SC/26 9.3 Acceptance of Nonconforming Work............................................................................ SC/26 10. M ISCELLAN EOUS PROVISIONS .................. ........... .......... .......... ....... ......... ......... ........... ........ SC/26 10.1 Written Notice............... ........................ ......... ..................... .......................................... SC/26 10.2 Rights and Remedies................................................................................................... SC/27 10.3 Tests and Inspections ................................................................................................. SC/27 10.4 Records........................................................ .................................................... SC/27 10.5 Codes and Standards.................................................................................................. SC/27 SUPPLEMENTAL PROVISIONS 1.1 Definitions As used in the Contract Documents, the following additional terms shall have the meanings and refer to the parties designated in these definitions. 4 1.1.1 AlE When the term "AlE" is used herein, it shall refer to the Architect of Record or the Engineer specified and defined by the City. Communications to the AlE or any City representatives shall be copied to the address shown in the Contract for Construction. 1.1.2 Acceptance Acceptance shall mean that all of the work required by the Contract or individual work orders issued are fully executed and completed in accordance to the Construction Documents and permit requirements so that no work remains to be completed. This shall require and include that all close-out documentation be fully completed, submitted, and approved. 1.1.3 City The Mayor, City Commission, City Administration and/or the Office of the City Attorney of the City of Sunny Isles Beach, Florida. 1.1.4 City's Representative The City's Representative is authorized by the City as the administrator of the Service Contract and will represent the City during the progress of the Work. Communications from the AlE (when part of the project) to the Contractor and from the Contractor to the AlE shall include the City's Representative, unless otherwise indicated in the Service Contract. 1.1.5 Day The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 1.1.6 Close-out Documents The term "close-out" refers to the completion of the project prior to project finalization. It requires the submission by the Contractor of all pertinent project forms and documents acceptable to the City inclusive of product illustrations and approved Submittals, original manufacturer warranties with dates as of substantial completion by the Contractor, contractor's warranties, colored copies of finalized permits, operation and maintenance manuals for equipment, list of subcontractors information per trade inclusive of company name, address, telephone and a business card per subcontractor or material supplier. 1.2 Specifications and Drawings 1.2.1 The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction system, standards and workmanship and performance of related services for the Work identified in the Contract for Construction. Specifications are separated into titled divisions for convenience of reference only. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Such separation will not operate to make the City or the AlE an arbiter of labor disputes or work agreements. 1.2.2 The drawings herein referred to, consist of drawings prepared by the AlE and are enumerated in the Contract Documents. 5 1.2.3 Drawings are intended to show general arrangements, design, and dimensions of work and are partly diagrammatic. Dimensions shall not be determined by scale or rule. If figured dimensions are lacking, they shall be supplied by the AlE on the Contractor's written request to the City's Representative. 1.2.4 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complimentary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall by required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. 1.2.5 In the event of inconsistencies within or between parts of the Contract Documents, or between the Contract Documents and applicable standards, codes and ordinances, the Contractor shall (1) provide the better quality or greater quantity of Work or (2) comply with the more stringent requirement; either or both in accordance with the City's Representative's interpretation. On the Drawings, given dimensions shall take precedence over scaled measurements, and large scale drawings over small scale drawings. Before ordering any materials or doing any Work, the Contractor and each Subcontractor shall verify measurements at the Work site and shall be responsible for the correctness of such measurements. Any difference which may be found shall be submitted to the City's Representative and AlE for resolution before proceeding with the Work. If a minor change in the Work is found necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure for the approval by the City's Representative and AlE before making the change. 1.2.6 Data in the Contract Documents concerning lot size, ground elevations, present obstructions on or near the site, locations and depths of sewers, conduits, pipes, wires, etc., position of sidewalks, curbs, pavements, etc., and nature of ground and subsurface conditions have been obtained from sources the AlE believes reliable, but the AlE and City do not represent or warrant that this information is accurate or complete. The Contractor shall verify such data to the extent possible through normal construction procedures, including but not limited to contacting utility City's and by prospecting. 1.2.7 Only work included in the Contract Documents is authorized, and the Contractor shall do no work other than that described therein and incidental to the completion of the Work. 1.2.8 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. Contractor represents that it has performed its own investigation and examination of the Work site and its surroundings and satisfied itself before entering into this Contract as to: conditions bearing upon transportation, disposal, handling, and storage of materials; · the availability of labor, materials, equipment, water, electrical power, utilities and roads; uncertainties of weather, flooding and similar characteristics of the site; · conditions bearing upon security and protection of material, equipment, and Work in progress; · the form and nature of the Work site, including the surface and sub-surface conditions; · the extent and nature of Work and materials necessary for the execution of the Work and the remedying of any defects therein; and 6 · the means of access to the site and the accommodations it may require and, in general, shall be deemed to have obtained all information as to risks, contingencies and other circumstances. The City assumes no responsibility or liability for the physical condition or safety of the Work site or any improvements located on the Work site. The Contractor shall be solely responsible for providing a safe place for the performance of the Work. The City shall not be required to make any adjustment in either the Contract Sum or Contract Time concerning any failure by the Contractor or any Subcontractor to comply with the requirements of this Paragraph. 1.3 Required Provisions Deemed Inserted 1.3.1 Each and every provision of law and clause required by law to be inserted in the Contract shall be deemed to be inserted therein, and the Contract shall be read and enforced as though it were included therein; and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the written application of either party the Contract shall forthwith be physically amended to make such insertion or correction. PROVISION 2 CITY 2.1 City's Right to Carry Out the Work 2.1.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents, and fails within a seven (7) day period after receipt of a written notice from the City to correct such default or neglect, the City may, without prejudice to other remedies the City may have, correct such default or neglect. In such case, an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the AlE's additional services and expenses made necessary by such default or neglect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to City. 2.1.2 In the event the Contractor has not satisfactorily completed all items on the Punch List within thirty (30) days of its receipt, or by the Final Completion Date, whichever is latest, the City reserves the right to complete the Punch List without further notice to the Contractor or its surety. In such case, City shall be entitled to deduct from payments then or thereafter due the Contractor the cost of completing the Punch List items, including compensation for the AlE's additional services. If payments then or thereafter due Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to City. PROVISION 3 CONTRACTOR 3.1 Contractor's Warranty 3.1.1 The Contractor warrants all equipment and materials furnished, and work performed, under this Contract, against defective materials and workmanship for a period of 1 year after final acceptance as provided in the Contract, unless a longer period is specified, regardless of whether the same were furnished or performed by the Contractor or any Subcontractors of any tier. Upon written notice from the City of any breach of warranty during the applicable warranty period due to defective material or workmanship, the affected part or parts thereof shall be repaired or replaced by the Contractor at no cost to 7 the City. Should the Contractor fail or refuse to make the necessary repairs, replacements, and tests when requested by the City, the City may perform, or cause the necessary work and tests to be performed, at the Contractor's expense, or exercise the City's rights under the Contract. The Contractor and Surety guarantee and warrant to the City all work as follows: · that all materials and equipment furnished under this Contract will be new and the best of its respective kind unless otherwise specified; · that all Work will be of first class quality and free of omissions and faulty, poor quality, imperfect and defective material or workmanship; · that the Work shall be entirely watertight and leak proof in accordance with all applicable industry customs and practices, and shall be free of shrinkage and settlement; · that the Work, including but not limited to, mechanical and electrical machines, devices and equipment, shall be complete systems, fit and fully usable for its intended and specified purpose and shall operate satisfactorily with ordinary care; · that consistent with requirements of the Contract Documents the Work shall be installed and oriented in such a manner as to facilitate unrestricted access for the operation and maintenance of fixed equipment; and · that the Work will be free of abnormal or unusual deterioration which occurs because of poor quality materials, workmanship or unsuitable storage. All Work not conforming to guarantees and warranties specified in the Contract Documents, including substitutions not properly approved and authorized, may be considered defective. If required by the Design Consultant, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. If, within one (1) year after the Date of Final Completion of the Work or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be defective, not in accordance with the Contract Documents, or not in accordance with the guarantees and warranties specified in the Contract documents, the Contractor shall correct it within five (5) working days or such other period as mutually agreed, after receipt of a written notice from the City to do so. The City shall give such notice with reasonable promptness after discovery of the condition. No time extensions will be given for the correction of defective work. 3.1.2 Should one or more defects appear within the specified period, the City shall have the right to continue to use or operate the defective part or apparatus until the Contractor makes repairs or replacements or until such time as it can be taken out of service without loss or inconvenience to the City. 3.1.3 The above warranties are not intended as a limitation, but are in addition to all other express warranties set forth in this Contract and such other warranties as are implied by law, custom, and usage of trade. The Contractor, and its surety or sureties, if any, shall be liable for the satisfaction and full performance of the warranties set forth herein. 3.1.4 Neither the final payment nor any provision in the Contract Documents nor partial or entire occupancy of the premises by the City, nor expiration of warranty stated herein, will constitute an acceptance of Work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any responsibility for non-conforming work. The Contractor shall immediately remedy any defects in the Work and pay for any damage to other Work resulting there from upon written notice from the City. Should the Contractor fail or refuse to remedy the non-conforming work, the City may perform, or 8 cause to be performed the work necessary to bring the work into conformance with the Contract Documents at the Contractor's expense. 3.1.5 The Contractor agrees to defend, indemnify, and save harmless the City of Sunny Isles Beach, their Officers, Agents, Employees and Volunteers, from and against all loss or expense from any injury or damages to property of others suffered or incurred on account of any breech of the aforesaid obligations and covenants. 3.2 Supervision and Construction Procedures 3.2.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract. The Contractor shall supply sufficient and competent supervision and personnel, and sufficient material, plant, and equipment to prosecute the Work with diligence to ensure completion thereof within the time specified in the Contract Documents, and shall pay when due any laborer, Subcontractor of any tier, or supplier. 3.2.2 The Contractor, if an individual, shall give the Work an adequate amount of personal supervision, and if a partnership or corporation or joint venture the Work shall be given an adequate amount of personal supervision by a partner or executive officer, as determined by the City's Representative. 3.2.3 The Contractor and each of its Subcontractors of any tier shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records, and other data as the City may request concerning Work performed or to be performed under the Contract. 3.2.4 The Contractor shall be represented at the site by a competent superintendent from the beginning of the Work until its final acceptance. The superintendent for the Contractor shall exercise general supervision over the Work and such superintendent shall have decision making authority of the Contractor. Communications given to the superintendent shall be binding as if given to the Contractor. 3.2.5 The Contractor shall establish and maintain a permanent bench mark to which access may be had during progress of the Work, and Contractor shall establish all lines and levels, and shall be responsible for the correctness of such. Contractor shall be fully responsible for all layout work for the proper location of Work in strict accordance with the Contract Documents. 3.2.6 The Contractor shall be responsible for repair of damage to property on or off the project occurring during construction of project, and all such repairs shall be made to meet code requirements or to the satisfaction of the City's Representative if code is not applicable. 3.2.7 The Contractor shall be responsible for all shoring required to protect its work or adjacent property and shall pay for any damage caused by failure to shore or by improper shoring or by failure to give proper notice. Shoring shall be removed only after completion of permanent supports. 3.2.8 The Contractor shall maintain at his own cost and expense, adequate, safe and sufficient walkways, platforms, scaffolds, ladders, hoists and all necessary, proper, and adequate equipment, apparatus, and appliances useful in carrying on the Work and which are necessary to make the place of Work safe and free from avoidable danger, and as may 9 be required by safety provisions of applicable laws, ordinances, rules regulations and building and construction codes. 3.2.9 During the performance of the Work, the Contractor shall be responsible for providing and maintaining warning signs, lights, signal devices, barricades, guard rails, fences, and other devices appropriately located on site which shall give proper and understandable warning to all persons of danger of entry onto land, structure, or equipment. 3.2.10 The Contractor shall be responsible for care of the Work and must protect same from damage of defacement until acceptance by the City. All damaged or defaced Work shall be repaired or replaced to the City's satisfaction, without cost to the City. 3.2.11 When requested by the City's Representative, the Contractor, at no extra charge, shall provide scaffolds or ladders in place as may be required by the AlE or the City for examination of Work in progress or completed. 3.2.12 The Contractor shall be responsible to the City for acts and omissions of the Contractor's employees, Subcontractors of any tier and their agents and employees, and any entity or other persons performing portions of the Work. 3.2.13 The Contractor shall not be relieved of its obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the City's Representative or AlE in their administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.2.14 The Contractor shall be responsible for inspection of portions of the Work already performed under this Contract to determine that such portions are in proper condition to receive subsequent Work. 3.2.15 Job site safety is the responsibility of the Contractor. Any costs associated with providing a safe construction site, including staging areas, per all State, Federal, City and OSHA regulations are included in the bid price submitted. The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: · all employees on the Work and all other persons who may be affected thereby; · all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub subcontractors, machinery, equipment and all hazards shall be guarded or eliminated in accordance with all applicable safety regulations; and · other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 3.2.16 OSHA Safety - OSHA 1926 Construction Standard. 3.2.16.1 The Contractor shall give all notices and comply with all applicable laws, ordinances, permits, rules, regulations and lawful orders of any public authority bearing on the safety or persons or property or their protection from damage, injury or loss. Contractors shall comply with the requirements of the Trench Safety Act, Chapter 553, Florida Statutes. 10 3.2.16.2 3.2.16.3 3.2.16.4 3.2.16.5 3.2.16.6 3.2.16.7 3.2.16.8 Each specific subcontract within the scope of such act shall be in compliance with the Act and Contractor hereby acknowledges the Bid complies with and was prepared in accordance with the Act. The Trench Safety Compliance Act Form is located in Section B of this bid package. The Contractor shall at all times safely guard the City's property from injury or losses in connection with the Contract. Contractor shall at all times safely guard and protect work and adjacent property from damage as provided by law and the Contract Documents. All passageways, guard fences, lights and other facilities required for protection by applicable safety regulations must be provided and maintained by the Contractor. The Contractor shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying Citys and users of adjacent utilities. When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. Asbestos Assessment applies to renovation/construction of existing bu i Idi ngs/structu res. Material Safety Data Sheets a. Any Contractor bringing chemicals on-site must provide the City the appropriate hazard information on these substances, including the labels used and the precautionary measures being taken in working with these chemicals. The Contractor shall promptly remedy, at the Contractor's own cost and expense, all damage or loss to any property caused in whole or in part by the Contractor, any Subcontractor, any Sub subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable and for which the Contractor is responsible. The foregoing obligations of the Contractor are in addition to obligations under the agreement. In case of failure on the part of the Contractor to make good such damage, the City may, upon two (2) calendar days written notice, proceed to repair, rebuild or otherwise restore such property as may be necessary, and the cost thereof will be deducted from any monies due or to become due the Contractor. The Contractor is responsible for the proper packing, shipping, handling and storage (including but not limited to shipment or storage at the proper temperature and humidity) of materials to be incorporated in the Work, so as to insure the preservation of the quality and fitness of the material for proper installation and incorporation in the Work. For example, but not by way of limitation, Contractor shall, when necessary, place material on wooden platforms or other hard and clean surfaces and not on the ground, and place material under cover in any appropriate shelter or facility. Stored materials or equipment shall be located so as to facilitate proper inspection. Material and equipment, which is delivered 11 3.2.16.9 3.2.16.10 3.2.16.11 3.2.16.12 3.2.16.13 3.2.16.14 3.2.17. EMERGENCIES 3.2.17.1 crated, shall remain crated until ready for installation. Lawns, grass plots or other private property shall not be used for storage purposes without written permission of City or lessee unless otherwise within terms of the easements obtained by the City. The Contractor shall give notice in writing at least 48 hours before breaking ground, to all persons, Public Utility Companies, public agencies, government agencies owners of property having structures or improvements in proximity to site of the Work, superintendents, inspectors, or those otherwise in charge of property, streets, water pipes, gas pipes, sewer pipes, telephone cables, electric cables, railroads or otherwise, who may be affected by the Contractor's operation, in order that they may remove any obstruction for which they are responsible and have representative on site to see that their property is properly protected. Contractor shall field locate all utilities and acknowledges that all utilities are not necessarily shown in the Contract Documents, or may be incorrectly located thereon. The Contractor shall protect all utilities encountered while performing its work, whether indicated on the Contract Drawings or not. The Contractor shall maintain utilities in service until moved or abandoned. The Contractor shall exercise due care when excavating around utilities and shall restore any damaged utilities to the same condition or better as existed prior to starting the Work, at no cost to the City. The Contractor shall maintain operating utilities or other services, even if they are shown to be abandoned on the Contract Drawings, in service until new facilities are provided, tested and ready for use. The Contractor shall return all improvements on or about the site and adjacent property which are not shown to be altered, removed or otherwise changed to conditions which existed prior to starting work. The Contractor shall protect the Work, including but not limited to, the site, stored materials and equipment, excavations, and excavated or stockpiled soil or other material, intended for use in the Work, and shall take all necessary precautions to prevent or minimize damage to same or detrimental effect upon performance caused by or due to rain, snow, ice, run off, floods, temperature, wind, dust, sand and flying debris. The Contractor's superintendent shall take all steps reasonably necessary to prevent accidents and protect workers, material, equipment and property. The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. In any emergency affecting the safety of persons or property, the Contractor shall act to prevent threatened damage, injury or loss. The Contractor shall notify the City of the situation and all actions taken immediately thereafter. If, in the opinion of the Contractor, immediate action is not required, the Contractor shall notify the City of the 12 3.2.17.2 3.3 Use of Site emergency situation and proceed in accordance with the City's instructions. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in the Agreement. Material Safety Data Sheets Any Contractor bringing chemicals on-site must provide the City the appropriate hazard information on these substances, including the labels used and the precautionary measures being taken in working with these chemicals. The Contractor shall promptly remedy, at the Contractor's own cost and expense, all damage or loss to any property caused in whole or in part by the Contractor, any Subcontractor, any Sub subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable and for which the Contractor is responsible. In case of failure on the part of the Contractor to make good such damage, the City may, upon two (2) calendar days written notice, proceed to repair, rebuild or otherwise restore such property as may be necessary, and the cost thereof will be deducted from any monies due or to become due the Contractor. The Contractor is solely responsible for any fees, fines, or expenses incurred and any delays caused by OSHA fees, fines, expenses or shut downs do not constitute a right to claim for a time extension. 3.3.1 The Contractor shall limit operations and storage of material to the area within the Work limit lines shown on Drawings, except as necessary to connect to exiting utilities, shall not encroach on neighboring property, and shall exercise caution to prevent damage to existing structures. 3.3.2 Only materials and equipment, which are to be used directly in the Work, shall be brought to and stored on the Work site by the Contractor. After equipment is no longer required for the Work, it shall be promptly removed from the Work site. Protection of construction materials and equipment stored at the Work site from weather, theft, damage and all other adversity is solely the responsibility of the Contractor. 3.3.3 No project signs shall be erected without the written approval of the City's Representative. 3.3.4 The Contractor shall ensure that the Work is at all times performed in a manner that affords reasonable access, both vehicular and pedestrian, to the site of the Work and all adjacent areas. The Work shall be performed, to the fullest extent reasonably possible, in such a manner that public areas adjacent to the site of the Work shall be free from all debris, building materials and equipment likely to cause hazardous conditions. Without limitation of any other provision of the Contract Documents, Contractor shall not interfere with the occupancy or beneficial use of (1) any areas and buildings adjacent to the site of the Work or (2) the Work in the event of partial occupancy. Contractor shall assume full responsibility for any damage to the property comprising the Work or to the City or occupant of any adjacent land or areas resulting from the performance of the Work. 3.3.5 The Contractor shall not permit any workers to use any existing facilities at the Work site, including, without limitation, lavatories, toilets, entrances, and parking areas other than those designated by City. The Contractor, Subcontractors of any tier, suppliers and employees shall comply with instructions or regulations of the City's Representative 13 governing access to, operation of, and conduct while in or on the premises and shall perform all Work required under the Contract Documents in such a manner as not to unreasonably interrupt or interfere with the conduct of City's operations. Any request for Work, a suspension of Work or any other request or directive received by the Contractor from occupants of existing buildings shall be referred to the City's Representative for determination. 3.3.6 The Contractor and the Subcontractor of any tier shall have its' name, acceptable abbreviation or recognizable logo and the name of the city and state of the mailing address of the principal office of the company, on each motor vehicle and motorized self- propelled piece of equipment which is used in connection with the project. The signs are required on such vehicles during the time the Contractor is working on the project. 3.3.7 The Contractor shall not unreasonably encumber the site, in the opinion of the City with any materials, equipment or trailers, nor shall the Contractor block the entrances or otherwise prevent reasonable access to the site, other working and parking areas, completed portions of the Work and/or properties, storage areas, or areas of other facilities that are adjacent to the worksite. If the Contractor fails or refuses to move said material, equipment or trailers within 24 hours of notification by the City to so do, the City shall have the right, without further notice, to remove, at the Contractor's expense, any material, equipment and/or trailers which the City deems are in violation of this paragraph. Site security is the sole responsibility of the Contractor. 3.4 Review of Contract Documents and Field Conditions by Contractor 3.4.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the AlE and City and shall at once report in writing to the AlE and City's Representative any errors, inconsistencies or omissions discovered. Contractor shall have thirty (30) days following the date of Award of Contract to report to the AlE and the City, errors, inconsistencies or omissions therein. If the Contractor performs any construction activity which it knows or should have known involves a recognized error, inconsistency or omission in the Contract Documents without such written notice to the AlE and City's Representative, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction. 3.4.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported in writing to the AlE and City's Representative within twenty-four (24) hours. During the progress of work, Contractor shall verify all field measurements prior to fabrication of building components or equipment, and proceed with the fabrication to meet field conditions. Contractor shall consult all Contract Documents to determine the exact location of all work and verify spatial relationships of all work. Any question concerning said location or spatial relationships shall be submitted to the City's Representative. Specific locations for equipment, pipelines, ductwork and other such items of work, where not dimensioned on plans, shall be determined in consultation with City's Representative and AlE. Contractor shall be responsible for the proper fitting of the Work in place. 3.4.3 Should the Contract Documents fail to particularly describe materials or goods to be used, it shall be the duty of the Contractor to inquire of the AlE and the City's Representative what is to be used and to supply it at the Contractor's expense, or else thereafter replace it to the City's Representative's satisfaction. At a minimum, the 14 Contractor shall provide the quality of materials as generally specified throughout the Contract Documents. 3.4.4 Contractor shall not be entitled to an adjustment in the Contract time or an adjustment in the Contract Sum if a change or Work is required due to an error, inconsistency, omission or violation that the Contractor failed to timely report. 3.4.5 Contractor shall be responsible for inspection of portions of Work already performed under Contract to determine that such portions are in proper condition to receive subsequent Work. 3.5 Cleaning and Removal 3.5.1 The Contractor shall keep the Work site and surrounding areas free from accumulation of waste materials, rubbish, debris, and dirt resulting from the Work and shall clean the Work site and surrounding areas as requested by the AlE and the City's Representative, including mowing of grass greater than 6 inches high. The Contractor shall be responsible for the cost of clean up and removal of debris from premises. The building and premises shall be kept clean, safe, in a workmanlike manner, and in compliance with OSHA standards at all times. At completion of the Work, the Contractor shall remove from and about the Work site tools, construction equipment, machinery, fencing, and surplus materials. Further, at the completion of the work, all dirt, stains, and smudges shall be removed from every part of the building, all glass in doors and windows shall be washed, and entire Work shall be left broom clean in a finished state ready for occupancy. The Contractor shall advise his Subcontractors of any tier of this provision, and the Contractor shall be fully responsible for leaving the premises in a finished state ready for use to the satisfaction of the City's Representative. If the Contractor fails to comply with the provisions of this paragraph, the City may do so and the cost thereof shall be charged to the Contractor. 3.6 Materials, Labor, and Workmanship 3.6.1 Materials and equipment incorporated into the Work shall strictly conform to the Contract Documents and representations and approved Samples provided by Contractor and shall be of the most suitable grade of their respective kinds for their respective uses, and shall be fit and sufficient for the purpose intended, merchantable, of good new material and workmanship, and free from defect. Workmanship shall be in accordance with the highest standard in the industry and free from defect in strict accordance with the Contract Documents. 3.6.2 Materials and fixtures shall be new and of latest design unless otherwise specified, and shall provide the most efficient operating and maintenance costs to the City. All Work shall be performed by competent workers and shall be of best quality. 3.6.3 The Contractor shall carefully examine the Contract Documents and shall be responsible for the proper fitting of his material, equipment, and apparatus into the building. 3.6.4 The Contractor shall base his bid only on the Contract Documents. 3.6.5 Materials and workmanship shall be subject to inspection, examination, and test by the AlE and the City's Representative at any and all times during manufacture, installation, and construction of any of them, at places where such manufacture, installation, or construction is performed. 15 3.6.6 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.6.7 Unless otherwise specifically noted, the Contractor shall provide and pay for supervision, labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work. 3.7 Approved Equal 3.7.1 Whenever in the Contract Documents any article, appliance, device, or material is designated by the name of a manufacturer, vendor, or by any proprietary or trade name, the words "or approved equal," shall automatically follow and shall be implied unless specifically indicated otherwise. The standard products of manufacturers other than those specified will be accepted when, prior to the ordering or use thereof, it is proven to the satisfaction of the City's Representative and the AlE they are equal in design, appearance, spare parts availability, strength, durability, usefulness, serviceability, operation cost, maintenance cost, and convenience for the purpose intended. Any general listings of approved manufacturers in any Contract Document shall be for informational purposes only and it shall be the Contractor's sole responsibility to ensure that any proposed "or equal" complies with the requirements of the Contract Documents. 3.7.2 The Contractor shall submit to AlE and City's Representative a written and full description of the proposed "or equal" including all supporting data, including technical information, catalog cuts, warranties, test results, installation instructions, operating procedures, and similar information demonstrating that the proposed "or equal" strictly complies with the Contract Documents. The AlE or City's Representative shall take appropriate action with respect to the submission of a proposed "or equal" item. If Contractor fails to submit proposed "or equals" as set forth herein, it shall waive any right to supply such items. The Contract Sum and Contract Time shall not be adjusted as a result of any failure by Contractor to submit proposed "or equals" as provided for herein. All documents submitted in connection with preparing an "or equal" shall be clearly and obviously marked as a proposed "or equal" submission. 3.7.3 No approvals or action taken by the AlE or City's Representative shall relieve Contractor from its obligation to ensure that an "or equal" article, appliance, devise or material strictly complies with the requirements of the Contract Documents. Contractor shall not propose "or equal" items in connection with Shop Drawings or other Submittals, and Contractor acknowledges and agrees that no approvals or action taken by the AlE or City's Representative with respect to Shop Drawings or other Submittals shall constitute approval of any "or equal" item or relieve Contractor from its sole and exclusive responsibility. Any changes required in the details and dimensions indicated in the Contract Documents for the incorporation or installation of any "or equal" item supplied by the Contractor shall be properly made and approved by the AlE at the expense of the Contractor. No 'or equal' items will be permitted for components of or extensions to existing systems when, in the opinion of the AlE, the named manufacturer must be provided in order to ensure compatibility with the existing systems, including, but not limited to, mechanical systems, electrical systems, fire alarms, smoke detectors, etc. No action will be taken by the AlE with respect to proposed "or equal" items prior to receipt of bids, unless otherwise noted in the Special Conditions. 3.8 Shop Drawings, Product Data and Samples 16 3.8.1 Shop Drawings are drawings, diagrams, schedules and other data specifically prepared for the Work by the Contractor or a Subcontractor, sub-subcontractor, manufacturer, supplier or distributor to illustrate the specific requirements for some portion of the Work. The AlE's construction drawings shall not be used as Shop Drawings. 3.8.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.8.3 Samples are physical samples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.8.4 The Contractor, at its own expense, shall submit Samples required by the Contract Documents with reasonable promptness as to cause no delay in the Work or the activities of separate contractors and no later than twenty (20) days before materials are required to be ordered for scheduled delivery to the Work site. Samples shall be labeled to designate material or products represented, grade, place of origin, name of producer, name of Contractor and the name and number of the City's project. Quantities of Samples shall be twice the number required for testing so that AlE can return one set of the Samples. Materials delivered before receipt of AlE's approval may be rejected by AlE and in such event, Contractor shall immediately remove all such materials from the Work site. When requested by AlE or City's Representative, samples of finished masonry and field applied paints and finishes shall be located as directed and shall include sample panels built at the site of approximately twenty (20) square feet each. 3.8.5 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar Submittals until the respective submittal has been submitted by the Contractor and approved by the AlE. Such Work shall be in accordance with approved submittals. The Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the work of the City or any separate contractor, all Submittals required by the Contract Documents. · Unless otherwise directed in writing, the Contractor shall submit no less than six (6) copies, unless specified otherwise, of each Submittal to the City. Routing of said Submittals will be from the Contractor to the City to the City Representative and/or Engineer. The City will return three (3) copies of each Submittal directly to the Contractor. Contractor shall submit 2 of the three approved submittals from the City representative to the Building Department as part of the permitting documents required. Such submittals shall contain all signatures and related seals as necessary and as required by the Building Department to secure an approval from the Building Department. For standard manufactured items not requIring special shop drawings for manufacture, submit six (6) copies, unless specified otherwise, of manufacturer's catalog sheets showing illustrated cuts of item to be furnished, scale details, sizes, dimensions, performance characteristics, capacities, wiring diagrams and controls, and all other pertinent information. Four (4) copies of reviewed submissions will be returned to the Contractor. · For all other shop drawings, submit one (1) legible, unfolded, reproducible, transparencies and five (5) opaque prints for each drawing. Each drawing shall have a clear space for stamps. When phrase "by others" appears on shop drawings, the Contractor shall indicate on the drawing who is to furnish material or operations so marked before submittal. 17 · The Contractor shall submit samples in triplicate of adequate size showing quality, type, color range, finish and texture, unless otherwise specified. · Where the technical specifications call for the submittal of manufacturer's data or any other information to the City for information only, such Submittals shall be made before the commencement of any portion of the Work requiring such submission. Four (4) copies shall be submitted and one (1) will be returned to the Contractor. · For use of all trades, the Contractor shall provide such number of prints as are required for field distribution. All communications and transactions with manufacturers or Subcontractors shall be through the Contractor. Where specifications require manufacturer's printed installation instructions, the Contractor shall submit copies of such instructions for review. Where several materials are specified by name for one use, select for use any of those so specified. Whenever item or class of material is specified exclusively by trade name, manufacturer's name, or by catalog reference, use only such item, unless written approval for substitution is secured. · No portion of the Work requiring submission of Submittals shall be commenced or fabricated by the Contractor except at the Contractor's own risk, until the Submittal has been reviewed by the City. All such portions of the Work shall be in accordance with reviewed Submittals. · By approving and submitting Shop Drawings, Product Data, Manuals and Samples, etc. the Contractor represents that the Contractor has determined and verified all materials, field measurements, and field construction criteria and that the Contractor has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. The Contractor shall adhere to any supplementary processing and scheduling instructions pertaining to Shop Drawings, which may be issued by the City. · Parts and details not fully indicated on the contract drawings shall be detailed by the Contractor in accordance with standard engineering practice. Dimensions on the Contract Drawings, as well as detailed drawings themselves are subject in every case to measurements of existing, adjacent, incorporated and completed work, which shall be taken by the Contractor before undertaking any work dependent on such data. 3.8.6 By approving and submitting signed and sealed Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents such Submittals strictly comply with the requirements of the Contract Documents and that the Contractor has determined and verified field measurements and field construction criteria related thereto, that materials are fit for their intended use and that the fabrication, shipping, handling, storage, assembly and installation of all materials, systems and equipment are in accordance with best practices in the industry and are in strict compliance with any applicable requirements of the Contract Documents. Contractor shall also coordinate each Submittal with other Submittals. 3.8.7 Contractor shall be responsible for the correctness and accuracy of the dimensions, measurements and other information contained in the Submittals. In the event Submittals have been rejected two or more times as a result of the Contractor's failure to submit the proper documentation, the Contractor shall be responsible for the cost associated with the AlE's review. The Contractor shall make corrections required by the City and shall 18 resubmit the required number of corrected copies of Submittals. The Contractor shall direct specific attention, in writing or on resubmitted Submittals, to revisions other than those requested by the City on previous Submittals. Resubmittals necessitated by required corrections due to Contractor's errors or omissions shall not be cause for extension of Contract Time. 3.8.8 Each Submittal will bear a stamp or specific indication that the Submittal complies with the Contract Documents and Contractor has satisfied its obligations under the Contract Documents with respect to Contractor's review and approval of that Submittal. Each Submittal shall bear the signature of the representative of Contractor who approved the Submittal, together with the Contractor's name, City's name, number of the Project, and the item name and specification section number. 3.8.9 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the AlE's approval of Shop Drawings, Product Data, Samples or similar submittals. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar Submittals by the AlE's approval thereof. Specifically, but not by way of limitation, Contractor acknowledges that AlE's approval of Shop Drawings shall not relieve Contractor for responsibility for errors and omissions in the Shop Drawings since Contractor is responsible for the correctness of dimensions, details and the design of adequate connections and details contained in the Shop Drawings. 3.8.10 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar Submittals, to revisions other than those requested by the AlE on previous Submittals. 3.8.11 The Contractor represents and warrants that all Shop Drawings shall be prepared by persons and entities possessing expertise and experience in the trade for which the Shop Drawing is prepared and, if required by the AlE or applicable Regulations, by a licensed engineer or other design professional. 3.9 Record Drawings 3.9.1 The Contractor shall maintain a set of Record Drawings on site in good condition and shall use colored pencils to mark up said set with "record information" in a legible manner to show: (1) bidding addendums, (2) executed change orders, (3 )deviations from the Drawings made during construction; (4) details in the Work not previously shown; (5) changes to existing conditions or existing conditions found to differ from those shown on any existing drawings; (6) the actual installed position of equipment, piping, conduits, light switches, electric fixtures, circuiting, ducts, dampers, access panels, control valves, drains, openings, and stub-outs; and (7) such other information as either City or AlE may reasonably request. The prints for Record Drawing use will be a set of "blue line" prints provided by AlE to Contractor at the start of construction. Upon Substantial Completion of the Work, Contractor shall deliver all Record Drawings to City and AlE for approval. If not approved, Contractor shall make the revisions requested by AlE or City's Representative. Final payment and any retainage shall not be due and owing to Contractor until the final Record Drawings marked by Contractor as required above are delivered to City. 3.10 Operating Instructions and Service Manuals 3.10.1 The Contractor shall submit four (4) volumes of operating instructions and service manuals to the AlE before completing 50% of the adjusted contract amount. Payments beyond 50% of the adjusted contract amount may be withheld until all operating 19 instructions and service manuals are received. The operating instructions and service manuals shall contain: · Start-up and Shutdown Procedures: Provide a step-by-step write up of all major equipment. When manufacturer's printed start-up, trouble shooting and shut- down procedures are available, they may be incorporated into the operating manual for reference. · Operating Instructions: Written operating instructions shall be included for the efficient and safe operation of all equipment. · Equipment List: List of all major equipment as installed shall include model number, capacities, flow rate, and name-plate data. · Service Instructions: The Contractor shall be required to provide the following information for all pieces of equipment. A. Recommended spare parts including catalog number and name of local suppliers or factory representative. B. Belt sizes, types, and lengths. C. Wiring diagrams. · Manufacturer's Certificate of Warranty: Manufacturer's certificates of warranty shall be obtained for all major equipment. Warranty shall be obtained for at least one year from the date of Contractor's Substantial Completion. Where longer period is required by the Contract Documents or provided for by the manufacturer, the longer period shall govern. · Parts catalogs: For each piece of equipment furnished, a parts catalog or similar document shall be provided which identifies the components by number for replacement ordering. 3.10.2 Submission · Manuals shall be bound into volumes of standard 8 1/2" x 11" hard binders. Large drawings too bulky to be folded into 8 1/2" x 11" shall be separately bound or folded and in brown envelopes, cross referenced and indexed with the manuals. · The manuals shall identify the City's project name, project number, and include the name and address of the Contractor and major Subcontractors of any tier who were involved with the activity described in that particular manual. 3.11 Contractor's Construction Schedules 3.11.1 The Contractor, within fifteen (15) days after the issuance of the Notice to Proceed, shall prepare and submit for the City's and AlE's information Contractor's construction schedule for the Work and shall set forth interim dates for completion of various components of the Work and Work Milestone Dates as defined herein. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work, and shall provide for expeditious and practicable execution of the Work. The Contractor shall conform to the most recent schedule. 20 The Construction Schedule must not exceed the time allowed by the RFP or stated by the Contractor in the RFP unless approved by the City in writing. Contractor shall provide a monthly update to the schedule; however, in the event that the schedule changes the Contractor MUST provide a justification for the same that must be approved by the City. In no event shall the date of completion change from the original approved date at the time an Agreement is entered into without written approval from the City representative. 3.11.2 The construction schedule shall be in a detailed format satisfactory to the City's Representative and the AlE. If the City's Representative or AlE has a reasonable objection to the schedule submitted by Contractor, the construction schedule shall be promptly revised by the Contractor. The Contractor shall monitor the progress of the Work for conformance with the requirements of the construction schedule and shall promptly advise the City of any delays or potential delays. 3.11.3 In the event the City's Representative or AlE determines that the performance of the Work, as of a Milestone Date, has not progressed or reached the level of completion required by the Contract Documents, the City shall have the right to order the Contractor to take corrective measures (without additional cost to the City) necessary to expedite the progress of construction, including, without limitation, (1) working additional shifts or overtime, (2) supplying additional manpower, equipment, facilities, (3) expediting delivery of materials, and (4) other similar measures (hereinafter referred to collectively as Extraordinary Measures). Such Extraordinary Measures shall continue until the progress of the Work complies with the stage of completion required by the Contract Documents. The City's right to require Extraordinary Measures is solely for the purpose of ensuring the Contractor's compliance with the construction schedule. The Contractor shall not be entitled to an adjustment in the Contract Sum concerning Extraordinary Measures required by the City under or pursuant to this provision. The City may exercise the rights furnished the City under or pursuant to this provision as frequently as the City deems necessary to ensure that the Contractor's performance of the Work will comply with any Milestone Date or completion date set forth in the Contract Documents. PROVISION 4 ADMINISTRATION OF THE CONTRACT REFER TO AGREEMENT PROVISION 5 CHANGE ORDERS 5.1 The City, as authorized by its governing body, may authorize written Change Orders regarding changes in, or additions to, Work to be performed or materials to be furnished pursuant to the provisions of the Contract Documents. 5.2 The amount of adjustment in the contract price for authorized Change Orders will be agreed upon before such Change Orders becomes effective and will be determined as follows: 5.2.1 By an acceptable unit price or lump sum proposal from the Contractor and the Subcontractors of any tier. Breakdowns shall be of sufficient detail to allow evaluation by the City and include a listing of each item of material with unit prices and number of hours of labor for each task. For Subcontracted work, all cost information and breakdowns must be submitted on Subcontractor's company letterhead for the review of the City. The total cost of the change order must reflect each task or subcontracted work and be provided on the Contractor's letterhead. All attachments must be included to be considered. 21 5.2.2 By a time and material basis with or without a specified maximum, including all overhead and profit, total cost not to exceed maximum specified. The City's Representative will approve daily the Contractor's time and material for the Work. Time must be submitted on daily time sheets. Hourly rates must be negotiated prior to commencement of work. 5.3 Overhead and profit on Change Orders shall be applied as follows: 5.3.1 The overhead and profit charged by the Contractor shall be considered to include, but not limited to, performance and payment bond, job site office expense, normal hand tools, incidental job supervision, field supervision, company benefits, general office overhead, and other incidentals. The percentages for overhead and profit charged on Change Orders shall be negotiated and may vary according to the nature, extent, and complexity of the Work involved but in no case shall exceed the following: Overhead and Profit Not to exceed 12% combined Not more than three mark-ups, not to exceed individual maximums shown above, shall be allowed regardless of the number of tier subcontractors. Overhead and profit shall be shown separately for each subcontractor of any tier and the Contractor. 5.3.2 On proposals covering both increases and decreases in the amount of the Contract, the application of overhead and profit shall be on the net change in direct cost for the Contractor or Subcontractor of any tier performing the Work. 5.4 The contractor shall provide Change Order pricing and backup in a timely manner. No claim for an addition to the Contract sum will be valid unless authorized in writing by the City. 5.5 No changes or additions to work to be performed, materials to be furnished, or in the provisions of the Contract will be authorized until execution and delivery by the City to the Contractor of the written order referred to in this paragraph. Any work completed by the Contractor outside the original project scope without written approval from the City will be deemed as a waiver by the Contractor for additional compensation for said work. 5.6 If the Contractor asserts that any instructions, information, event or occurrence has caused a change in or addition to the Work which change causes an increase or decrease in the Contractor's cost or time required for the performance of any part of the Work under the Contract, the Contractor shall give the City written notice before conditions are disturbed and before proceeding to execute the Work. Contractor's notice shall be given promptly enough to avoid delaying the Work and in no instance later than seventy two hours after such instructions, information, event or occurrence has caused a change. If the City agrees that the Work involved is extra Work, a Change Order shall be issued as provided in this Article. No claims for extra Work shall be allowed unless the notice required by this Article is given by the Contractor within the time allowed, unless the Work is performed pursuant to the written order of the City as provided in this Article. Contractor's notice shall include the instructions or circumstances that are the basis of the claim and the Contractor's best estimate of the cost and time involved. PROVISION 6 TIME 6.1 Progress and Completion 6.1.1 Contractor acknowledges and agrees that time is of the essence. 22 6.1.2 Contract Time is the period of time set forth in the Contract for Construction required for Substantial Completion and Final Completion of the entire Work or portions of the Work as defined in the Contract Documents. Time limits stated in the Contract Documents are of the essence of the Contract. The Contract Time may only be changed by a Change Order. By executing the Contract, the Contractor confirms that the Contract Time is a sufficient period for performing the Work in its entirety. 6.1.3 The Contractor shall not knowingly, except by agreement or instruction of the City in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance and bonds. 6.1.4 The Contractor shall proceed expeditiously and diligently with adequate forces and shall achieve Substantial Completion and Final Completion within the time specified in the Contract Documents. 6.2 Delay in Completion 6.2.1 The Contractor shall be liable for all of the City's damages for delay in achieving Substantial Completion and/or Final Completion of the entire Work or portions of Work as set forth in the Contract Documents within the Contract Time unless liquidated damages are specifically provided for in the Contract Documents. If liquidated damages are specifically provided for in the Contract for Construction, Contractor shall be liable for such liquidated damages. 6.2.2 All time limits stated in the Contract are of the essence of the Contract. However, if the Contractor is delayed at any time in the progress of the Work by any act or neglect of the City or by the City's Representative, by changes ordered in the Work, by strikes, lockouts, abnormal weather conditions, jurisdictional disputes, or any other causes beyond the Contractor's reasonable control which the City's Representative determines may justify delay then the Contract Time may be extended for a reasonable time to the extent such delay will prevent Contractor from achieving Substantial Completion and/or Final Completion within the Contract Time and if performance of the Work is not, was not or would not have been delayed by any other cause for which the Contractor is not entitled to an extension in the Contract Time under the Contract Documents. It shall be a condition precedent to any adjustment of the Contract Time that Contractor provide the City's Representative with written notice of the cause of delay within seven (7) days from the occurrence of the event or condition which caused the claimed delay. Written notices hereunder shall be in accordance with the applicable provisions. 6.2.3 The Contractor further acknowledges and agrees that adjustments in the Contract Time will be permitted for a delay only to the extent such delay (1) is not caused, or could not have been anticipated, by the Contractor, (2) could not be limited or avoided by the Contractor's timely notice to the City of the delay, (3) prevents Contractor from completing its Work by the Contract Time, and (4) is of a duration not less than one (1) day. Delays attributable to and within the control of a Subcontractor or supplier shall not justify an extension of the Contract Time. 6.2.4 Notwithstanding anything to the contrary in the Contract Documents, an extension in the Contract Time, to the extent permitted under this provision, shall be the sole remedy of the Contractor for any (1) delay in the commencement, prosecution or completion of the Work, (2) hindrance or obstruction in the performance of the Work, (3) loss of productivity, or (4) other similar claims due to or caused by any events beyond the control of both the City and Contractor. In no event shall the Contractor be entitled to any compensation or recovery of any damages or any portion of damages resulting from delays caused by or within the control of Contractor or by acts or omissions of Contractor 23 or its Subcontractors of any tier or delays beyond the control of both City and Contractor. If the Contractor contends that delay, hindrance, obstruction or other adverse condition results from acts or omissions of the City, the City's Representative or the AlE, Contractor shall promptly provide written notice to the City. Contractor shall only be entitled to an adjustment in the Contract Sum to the extent that such acts or omissions continue after the Contractor's written notice to the City of such acts or omissions. The City's exercise of any of its rights or remedies under the Contract Documents (including, without limitation, ordering changes in the Work, or directing suspension, rescheduling or correction of the Work) regardless of the extent or frequency of the City's exercise of such rights or remedies, shall not be the basis of any Claim for an increase in the Contract Sum or Contract Time. In the event Contractor is entitled to an adjustment in the Contract Sum for any delay, hindrance, obstruction or other adverse condition caused by the acts or omissions of the City, the City's Representative or the AlE, Contractor shall only be entitled to its actual direct costs caused thereby and Contractor shall not be entitled to and waives any right to special, indirect, or consequential damages including loss of profits, loss of savings or revenues, loss of anticipated profits, labor inefficiencies, idle equipment, home office overhead, and similar type of damages. 6.2.5 If the Contractor submits a progress report or any construction schedule indicating, or otherwise expressing an intention to achieve completion of the Work prior to any completion date required by the Contract Documents or expiration of the Contract Time, no liability of the City to the Contractor for any failure of the Contractor to so complete the Work shall be created or implied. Further, the Contractor acknowledges and agrees that even if Contractor intends or is able to complete the Work prior to the Contract Time, it shall assert no Claim and the City shall not be liable to Contractor for any failure of the Contractor, regardless of the cause of the failure, to complete the Work prior to the Contract Time. PROVISION 7 PAYMENTS AND COMPLETION 7.1 Commencement, Prosecution, and Completion 7.1.1 The Contractor shall commence Work within five (5) days upon the date of a "Notice to Proceed" from the City or the date fixed in the Notice to Proceed. Contractor shall prosecute the Work with faithfulness and diligence, and the Contractor shall complete the Work within the Contract Time set forth in the Contract Documents. 7.1.2 In the event Contractor fails to provide City such documents, Contractor may not enter upon the site of the Work until such documents are provided. The date the Contractor is required to commence and complete the Work shall not be affected by the City denying Contractor access to the site as a result of Contractor's failure to provide such documents and Contractor shall not be entitled to an adjustment of the Contract Time or Contract sum as a result of its failure to comply with the provisions of this Paragraph 7.1.3 Any successful bidder which is a corporation organized in a state other than Florida or any bidder doing business in the State of Florida under a fictitious name shall furnish, at no cost to the City, no later than the time at which the executed Contract for Construction, the Payment Bond, and the Performance Bond are returned, a properly certified copy of its current Certificate of Authority and License to do business in the State of Florida. No contract will be executed by the City until such certificate is furnished by the bidder. 7.1.4 Within fifteen (15) calendar days of the issuance of a Notice to Proceed, the Contractor shall submit one (1) signed copy of the following instruments. No payment will be processed until all of these instruments are received and approved by the City's Representative. 24 · Construction Schedule Contractor's Schedule of Values · List of material suppliers · Itemized breakdown of anticipated equipment rates. Overhead and profit shall not be included. 7.2 Contract Sum 7.2.1 The City shall compensate Contractor for all Work described herein and in the Contract Documents the Contract Sum set forth in the Contract for Construction, subject to additions and deletions as provided in the Contract. 7.3 Schedule of Values 7.3.1 Within fifteen (15) days after receipt of the Notice to Proceed, the Contractor shall submit to the City's Representative a revised schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the City's Representative may require. The schedule of values MUST be approved by the City. This schedule, unless objected to by the City's Representative, shall be used as a basis for reviewing the Contractor's Applications for Payment. The values set forth in such schedule shall not be used in any manner as fixing a basis for additions to or deletions from the Contract Sum. The Schedule of Values is strictly for payment allocation and shall not be used to establish prices. 7.4 Applications for Payment 7.4.1 Progress payments shall be made on account of materials and equipment delivered to the site and incorporated in the Work. No payments will be made for materials and equipment stored at the Project site but not yet incorporated into the Work. 7.4.2 If approved in writing and in advance by City, progress payments may be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. City may in its sole discretion refuse to grant approval for payments for materials and equipment stored at the Project site but not yet incorporated in the Work. Any approval by City for payment for materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work shall be conditioned upon Contractor's demonstrating that such materials and equipment are adequately protected from weather, damage, vandalism and theft and that such materials and equipment have been inventoried and stored in accordance with procedures established by or approved by the City. Nothing in this clause shall imply or create any liability on the part of the City for the Contractor's inventory and storage procedures or for any loss or damage to material, equipment or supplies stored on the site, whether incorporated into the work or not. In the event any such loss or damage occurs, the Contractor remains solely responsible for all costs associated with replacement of the affected materials, supplies and equipment including labor and incidental costs, and shall have no claim against the City for such loss. 7.4.3 All applications for payment MUST be made on a standard AlA payment application form acceptable to the City Representative and must contain the PO number and other project information. All payment applications must include Original releases of Liens from all suppliers, materialmen, subcontractors, and the Prime Contractor. Applications will not be processed without all pertinent back-up documentation as required by the City's Representative. 25 7.5 Decisions to Withhold Approval 7.5.1 The City's Representative may decide not to certify payment and may withhold approval in whole or in part, to the extent reasonably necessary to protect the City. If the City's Representative is unable to approve payment in the amount of the Application, the City's Representative will notify the Contractor. If the Contractor and City's Representative cannot agree on a revised amount, the City's Representative will promptly issue approval for payment for the amount for which the City's Representative is able to determine is due Contractor. The City's Representative may also decide not to approve payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of approval for payment previously issued, to such extent as may be necessary in the City's Representative opinion to protect the City from loss because of: · Defective Work not remedied or damage to completed Work; · Failure to supply sufficient skilled workers or suitable materials; Third party claims filed or reasonable evidence indicating probable filing of such claims; . Failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; · Reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; · Damage to the City or another contractor; · Reasonable evidence that the Work will not be completed within the Contract Time or an unsatisfactory rate of progress made by Contractor; Contractor's failure to comply with applicable Rules, regulations, Statutes, Ordinances, standards; . Contractor's or Subcontractor's failure to comply with contract Prevailing Wage requirements; or · Contractor's failure to carry out the Work in strict accordance with the Contract Documents. · Incomplete payment application. 7.5.2 When the above reasons for withholding approval are removed, approval will be made for amounts previously withheld. 7.6 Failure of Payment 7.6.1 If the City is entitled to reimbursement or payment from the Contractor under or pursuant to the Contract Documents, such payment by Contractor shall be made promptly upon demand by the City. Notwithstanding anything contained in the Contract Documents to the contrary, if the Contractor fails to promptly make any payment due the City, or the City incurs any costs and expenses to cure any default of the Contractor or to correct defective Work, the City shall have an absolute right to offset such amount against the Contract Sum and may, in the City's sole discretion, elect either to: (1) deduct an amount equal to that to which the City is entitled from any payment then or thereafter due the Contractor from the City, or (2) issue a written notice to the Contractor reducing the Contract Sum by an amount equal to that to which the City is entitled. 7.7 Substantial Completion 7.7.1 Substantial Completion is the stage in the progress of the Work as defined in the Contract Documents. 7.7.2 At the date of Substantial Completion, the Contractor may apply for, and if approved by City's Representative subject to the provisions herein, shall increase total payments to 26 one hundred percent (100%) of the Contract Sum less two hundred percent (200%) of the value of any incomplete Work and unsettled claims, as determined by the City's Representative. 7.8 Final Completion and Final Payment 7.8.1 The final approval for payment will not be issued by the City's Representative until all warranties and guarantees have been received and accepted by the City. 7.8.2 The City will request the Contractor to submit the application for final payment along with a manually signed notarized letter on the Contractor's letterhead certifying that: · Labor costs, prevailing wage rates, fringe benefits and material costs have been paid. · Subcontractors of any tier and manufacturers furnishing materials and labor for the project have fully completed their Work and have been paid in full. · The project has been fully completed in accordance with the Contract Documents as modified by Change Orders. · The acceptance by Contractor of its Final Payment, by check or electronic transfer, shall be and operate as a release of all claims of Contractor against City for all things done or furnished or relating to the Work and for every act or alleged neglect of City arising out of the Work. 7.8.3 No payment under this Contract, including but not limited to final payment, shall constitute acceptance by City of any Work or act not in accordance with the requirements of the Contract Documents. PROVISION 8 BONDS 8.1 Bonds: Bid Bonds, when required, shall be submitted with the Bid in the amount specified in Special Conditions. After acceptance of Bid, the City will notify the successful bidder to submit a performance bond and certificate of insurance in the amount specified herein. 8.1.1 The Contractor shall procure and furnish a Performance Bond and a Payment Bond in the form prepared by the City, each in an amount equal to one hundred percent (100%) of the Contract Sum, as well as adjustments to the Contract Sum. The Performance Bond shall secure and guarantee Contractor's faithful performance of this Contract, including but not limited to Contractor's obligation to correct defects after final payment has been made as required by the Contract Documents. The Payment Bond shall secure and guarantee payment of all persons performing labor on the Project under this Contract and furnishing materials in connection with this Contract. These Bonds shall be in effect through the duration of the Contract plus the Guaranty Period as required by the Contract Documents. 8.1.2 If the surety on any Bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Florida or it ceases to meet the requirements of other applicable laws or regulations, CONTRACTOR shall within three (3) days substitute another bond and surety, both of which must be acceptable to CITY. If Contractor fails to make such substitution, City may procure such required bonds on behalf of Contractor at Contractor's expense. 27 8.1.3 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds to such person or entity. 8.1.4 The Contractor shall keep the surety informed of the progress of the Work, and, where necessary, obtain the surety's consent to or waiver of: (1) notice of changes in the Work; (2) request for reduction or release of retention; (3) request for final payment; and (4) any other material required by the surety. The City shall be notified by the Contractor, in writing, of all communications with the surety. The City may, in the City's sole discretion, inform surety of the progress of the Work, any defects in the Work, or any defaults of Contractor under the Contract Documents and obtain consents as necessary to protect the City's rights, interest, privileges and benefits under and pursuant to any bond issued in connection with the Work. 8.1.5 Contractor shall indemnify and hold harmless the City and any agents, employees, representative from and against any claims, expenses, losses, costs, including reasonable attorneys' fees, as a result of any failure of Contractor to procure the bonds required herein. PROVISION 9 UNCOVERING AND CORRECTION OF THE WORK 9.1 Uncovering of the Work 9.1.1 If a portion of the Work is covered contrary to the AlE's request or to requirements specifically expressed in the Contract Documents, it shall, if required in writing by the AlE or the City's Representative, be uncovered for the AlE's observation and be replaced at the Contractor's expense without change in the Contract Time. 9.1.2 If a portion of the Work has been covered which the AlE or the City's Representative has not specifically requested to observe, prior to its being covered, the AlE or the City's Representative may request to see such Work, and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be charged to the City. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the City or a separate contractor in which event the City will be responsible for payment of such costs. 9.2 Correction of the Work 9.2.1 The AlE or City's Representative shall have the right to reject Work not in strict compliance with the requirements of the Contract Documents. The Contractor shall promptly correct Work rejected by the AlE or the City's Representative for failing to conform to the requirements of the Contract Documents, whether observed before or after final completion and whether or not fabricated, installed, or completed. If Work has been rejected by AlE or City's Representative, the AlE or City's Representative shall have the right to require the Contractor to remove it from the Project site and replace it with Work that strictly conforms to the requirements of the Contract Documents regardless if such removal and replacement results in "economic waste." Contractor shall pay all claims, costs, losses and damages caused by or resulting from the correction, removal or replacement of defective Work, including but not limited to, all costs of repair or replacement of Work of others. The Contractor shall bear costs of correcting, removing and replacing such rejected Work, including additional testing and inspections and compensation for the AlE's services and expenses made necessary 28 thereby. If prior to the date of final payment, the Contractor, a Subcontractor or anyone for whom either is responsible uses or damages any portion of the Work, including, without limitation, mechanical, electrical, plumbing and other building systems, machinery, equipment or other mechanical device, the Contractor shall cause such item to be restored to "like new" condition at no expense to the City. 9.2.2 If, within twelve (12) months after the date of Final Completion of the Work or designated portion thereof, or after the date for commencement of warranties, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found not to be in strict accordance with the requirements of the Contract Documents, the Contractor shall correct or remove and replace such defective Work, at the City's discretion. Such twelve (12) month period is referred to as the "Guarantee Period." The obligations under this Paragraph 9.2.2 shall cover any repairs, removal and replacement to any part of the Work or other property caused by the defective Work. 9.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the City. 9.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the City may correct or remove it and replace such nonconforming Work. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the City, the City may take action to correct or remove the nonconforming work at the contractor's expense. 9.2.5 The Contractor shall bear the cost of correcting destroyed or damaged Work or property, whether completed or partially completed, of the City or of others caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 9.2.6 The removal and repair of defective work does not constitute a right to claim by the Contractor for a time extension to the Contract. Contractor shall repair and replace defective Work at Contractor's sole expense. 9.3 Acceptance of Nonconforming Work 9.3.1 The City may accept Work which is not in accordance with the Contract Documents, instead of requiring its removal and correction, in its sole discretion. In Such case the Contract Sum will be adjusted as appropriate and equitable. Such adjustment shall be made whether or not final payment has been made. Nothing contained herein shall impose any obligation upon the City to accept nonconforming or defective Work. PROVISION 10 MISCELLANEOUS PROVISIONS 10.1 Written Notice 10.1.1 All notices required to be given by the contractor under the terms of this Contract shall be made in writing. Written Notices, when served by the City, will be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an office of the corporation for which it was intended, or if delivered at or sent to the last business address known to the party giving notice. 10.2 Rights and Remedies 29 10.2.1 Duties and obligations imposed by the Contract Documents, and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights, and remedies otherwise imposed or available by law. 10.2.2 No action or failure to act by the City, the AlE, or the City's Representative will constitute a waiver of a right or duty afforded to the City under the Contract Documents, nor will such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 10.2.3 The terms of this Contract and all representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Work and shall remain in effect so long as the City is entitled to protection of its rights under applicable law. 10.2.4 Contractor shall carry out the Work and adhere to the current construction schedule during all disputes or disagreements with the City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements except as the City and Contractor may otherwise agree to in writing. 10.3 Records 10.3.1 The City, or any parties it deems necessary, shall have access to and the right to examine any accounting or other records of the Contractor involving transactions and Work related to this Contract for five (5) years after final payment or five (5) years after the final resolution of any on going disputes at the time of final payment. All records shall be maintained in accordance with generally accepted accounting procedures, consistently applied. Subcontractors of any tier shall be required by Contractor to maintain records and to permit audits as required of Contractor herein. 10.4 Codes and Standards 10.4.1 The Work shall be performed to comply with the Florida Building Codes, and all pertinent standards, rules and/or regulations. 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I: C . ~ 11i~~ P . ~ ~ ~ J ~ I . ~p .. ~ ~ . z d L' ~ ~ 0 ~ 2 December 20th, 2010 To: City of Sunny Isles Beach Building Department 18070 Collins Avenue, 3rd Floor Sunny Isles Beach, Florida 33160 From: Oliverio Sanchez, P.E, SRS Engineering, Inc, 5001 SW 74th Court, Suite 201 Miami, Florida 33155 Re: Bella Vista Bay Park Dear Sir, Madam, In reference to the Building Department concern about the existing concrete mat indicated to be used as support for the proposed wood shed, we hereby certify that the existing concrete mat Is adequate for the proposed application. Please let us know If you need any additional Information. Sincerely, ,.. ~l':~':'"~'-''' '. . :. .' . ..":' () t (I ~ i :- /;:;P~~'..:.':: ", --- ~i~~'::'.I..~ ;~~,~:~~:.~ if;.. , /~ JVerla S13hch-ej',\, ~.,:l. 'e) (~ ~~~j'~~.~M.i:n:Jag~ffl' (: '(: /,J)'1r'."" I., ....' ..r \ .-j.j r,_" ..;~f~f~~~~~;t: ." .i~~~ ::.... ",','; n n ~ {] fl lJ n [] [j [J [] [] :1] [] U lJ U I u I J BELLA VISTA PARK DRAINAGE CALCULATIONS March 31, 2011 City of Sunny Isles Beach Florida . '~)/31111 , Oliverio Sanchez Reg. Engineer No. 44771 . State of Florida 5001 BW 74TH COURT, BUITE 201, MIAMI, FI.ORIDA 33155 TEL: :305-552-BBB7 . !'"AX, :305-552-885B WWW,BRS-CORP.COM E8-CCCC7317 n !] ~ . i>'J,:;~"f!-'{'., . ,~_. . ''"., ,,~~, . . ~",,:,,"':- ?~::";i~'}.i'''l\;;)~.~l~';,:\\~4t~VA~~;:\;''.'f~:;';~~Nri~'~:'~~~~':~{v:"1V~~i\~\',1}9~,\'~.f~i"ff:;g7K~'WJ~tj,)1'~'t'-'.-<i~'~$';R;{lj"~~;\;~ I'd.....?.. t~~-j '<l}1t?.fY '.. "'~.J !"' T, , _,. : ~\" _' '.. ,.', >. > ,> ;''''rn.'..,i,' \~",-.-....t.... ..-.4t:.->"~"Nrl''1C}, ~~"'''''if.j.i>l''",n,.:'ll'''''' ~~,>. .~\....":<,,, n,."'...... "J'w.'!ji l'"t>_. ".Af,' '>l!Jl' ,',.,,, ~'. . '\ ~ ' . . > '. ~", '.., ~\~ '>~:~ ' . ~~" '..: " ,~"J:. "JJ!I:.:!. ~:~~;~~~>\~!i~ !~?:.:.l'.;)-:-'tJJ.:~<:-r~~ft~~".,'q;~_ ,..."f~~~,..j~,....~\.tt~,;.';"'~5~.Ji!!{'!~t1~{r1.'1r1~l~~:f#~~';:~,!,c~..~~f;K..:l;~~1,"':(-t'P;4Y).}. ...~ j,~~~t "': ~~, 0"" '" '" ,,", " \ : ~;: ~"f't< ~'~7sl\ 1~~ \: ;f"..' ~ ~ ':/. r ~:'}; tt;:~~:.\; ~~1.~'l~!J<J;~~f!i.r~~-i}~~~\~:t1~1~~ _t!~~;~~Y~~~f::,"-t~bJ}~~~;%%OS~~~7tt.l4~~?~~~Y~~~J:.(ti;r~i):.r~ "f~~~I. 'il V~~ ~ ~ ~'" }") ;; \" ::.' : '"~ ~ '-. C.': :.=-~.? ~~'~:i'" ):\'~~'::~; :''" > '~,~x< '.~, t ~,: ) ~r :;~~~~'l/~.-*?t.~~t~;."~~{~~l!iI;j;j~fl}~\';;:;~0\\~~ti1t;~M':..~~~~ttJl!r:.~k~'i;~i.;~1t,'1f~Ylk:'t11t~'1~Wfri!?ti:/l;}:l!i~'~}~~Yf'~#A.~::~j :-\.V~~J L{ "~"~'.~ tfl' ~{,?".~. . ~,~ ~-c::::: :', ENCit..... t:E.R I N fi,l N C. !) n [] rl n [] I] r I [J f ) U [] U II [I lJ 11 General DescriDtion The proposed park is located at 500 Sunny Isles Boulevard, on a lOW-laying area adjacent to the Intracoastal Waterway, The proposed improvements include the removal of the existing asphalt parking area and installing new paver walkways and landscaping areas for pedestrian use only. A new wood frame deck and canopy will be constructed over the existing concrete pads. Due to the low elevation of the area, the proximity to the Intracoastal Waterway and poor ground percolation, the only feasible way to dispose of the storm water runoff is by means of discharging Into the Intracoastal Waterway, To this effect 1500/0 of the water quality treatment required volume will be prOVided with exfiltration trenches. Water Qualitv Calculation. For Water Quality the first inch of runoff from the entire site, or the amount of 2,5 inches times the percentage of imperviousness shall be treated, whichever is greater. a. First inch of runoff Volume required = 1 in. X 0.37 /12 = 0.031Ac,-Ft, b, 2,5 inches times the percentage of imperviousness Pervious / Impervious = Total area-Coverage = 0.37 -0.035 = 0.335 Ac. Impervious Area for water quality = Pervious / Impervious - Area Pervious = 0.335 - 0.15 = 0,185 Percentage of impervious = 0.185 / 0.37 X100 = 50% Inches to be treated = 2.5 in. X 0,5000 = 1.25 in, Volume reqUired = Inches to be treated X total site Area = =1.25 X 0.37 / 12 = 0.0385 Ac.-Ft. 0.0385 AC.-Ft, > 0,027 Ac,-Ft. Page 1 of 2 rl [1 IJ f1 rJ fl (] U n U II /I U l.I l J 11 [ I 1. ) II BELLA VISTA PARK Page 2 of 2 Volume shall be treated = 0.028 Ac.-Ft. (2.5 inchS time Dercentaae imperviousness) Len9th of trench required for treatment 0.0385 Ac.- Ft. (L 1 . Per South Florida Water Management District when the saturated depth of trench is greater than the non- saturated depth of trench, a conservative exfiltration trench design formula is: L = V I [k (2 H2 Du-Du2+2 H2 Ds) +0.000139WDu] L = length of trench required (Feet) V = volume to be treated (Acre-Inches) W= trench width (Feet) K = hydraulic conductivity (CfsjFt,2-Ft.Head) H = trench depth (Feet) H2= depth to water table (Feet) Du= non-saturated trench depth (Feet) Os= saturated trench depth (Feet) Where: V = 0.039 AC.-Ft, x 12 = 0.468 AC.-In. W = 3.0 Ft. K (Avg) =1.88x 10-4 CfsjFt.2-Ft.Head H = H2 + Ds = 15 Ft H2 = 0.9 Ft. Du = 0.0 Ft. Ds = 14,1 Ft. L=0.468j [0.000188(2XO,9XO,O - 0,02 + 2XO.9X14,1) + 0.000139 X 3 X 0.0] L = 98 Ft, Lenath of Trench Reauired For Water Quality L = 98 Ft. Length of Trench Required For Water Quality L = 147 Ft. (1500/0) Length of Trench Proyided L = 160 Ft. " r .,< (1' ",.' '1 f.' . "l}. .~~ ) l \ ~ jf;: ....:. /". . .'t ._A.. Y \ ",\' ;::'~ ~,,; -' }>. )) j LtHlfNE:.E:I1ING ..iC Il [1 [] n (] f1 f) II n LJ [] II U II U U u II l J .' <If..') [I \'r? ' f:., , ., 'I I 0\ 3 I . \ ':" j ; -''' ~'.: '0; , .,j'. '\ \ \ \ .,,;,/ 'i Y /} I. ; ENGrNEl:PINu,INC PROJECT: Bella Vista Park PROJECT NO,: 1019 FILE NO: 10199 BASIN COMPUTED B'v M.F.. DATE: CHECKED BY: O.S, DATE: 500 1 SW 174 Court Suite 201. MIami. Florida 33155 Tel: (305) 662-8887 Fax: (305) 662-8858 03/31/11 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV, COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE (October) FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY AVG. (K) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO INVERT PIPE ELEVATION DRAINAGE PIPE DIAMETER 5.00 [YEARS] 0,37 [ACRES] 0,22 [ACRES] 0.15 [ACRES] ~[CONST] ~[CONST] 0.66 [CONST] ~.oo [FEET ABOVE NGVD] 5.00 [FEET ABOVE NGVD] 2.90 [FEET ABOVE NGVD, LOWEST] -12,10 [FEET, NGVD] 1.50 [FEET] 2.00 [CONST](a safety factor of 2 is built in to the formula) 1.88E-04 [CFS/SF/FT OF HEAD] 3.00 [FEET] 0.00 [HORZ,] -0,85 [FEET ABOVE NGVD, LOWEST] 1.25 [FEET] CALCULATED H2= Du = Ds= Wavg = STORAGE AREA = Saturated condition STORAGE VOLUME = Q/LF = k((2 H2 Du)-(Du)^2+(2 H2 Ds))+.000139WDu ACTUAL Q/LF = DESIGN Q/LF = 0.9 FT -0.6 FT 14.1 FT 3FT -0,90 SF -0,90 CU,FT./L.F, 0.004 CFS/L.F OF TRENCH 0.002 CFS/L.F OF TRENCH TOTAL TRENCH LENGTH = TOTAL NUMBER OF INLETS = ~LF ~EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 40 LF -144.00 CU,FT. 0.68 CFS 0,34 CFS [1 [-J DESIGN CURVES FOR A 5-YR FREQUENCY STORM (MIAMI) rJ DRAINAGE CALCULATIONS BASIN TIME INTENSITY INFLOW INFLOW STORAGE ADJUSTED ACTUAL OVERFLOW CUMULATIVE INFLOW EXFILTRA, n [MIN) [IN/HR) [CFS] [CU. FT.] [CU. FT.] [CU. FT.] [CU. FT.] [CU. FT.] (t) (i) (Q=CIA) (Q=CIA) (S) (Q-S) (Discharge) 0 0,00 0.00 0 -144 144 0 144 [J 0.5 6,80 1.65 50 -144 194 10 183 5 6,70 1.63 488 -144 632 102 530 10 6,20 1.51 904 -144 1048 204 844 n 15 5.55 1.35 1214 -144 1358 306 1052 20 5.20 1.26 1516 -144 1660 408 1252 25 4.70 1,14 1713 -144 1857 510 1347 [J 30 4.40 1.07 1925 -144 2069 612 1456 40 3.80 0.92 2216 -144 2360 816 1544 50 3.50 0.85 2552 -144 2696 1020 1675 fJ 60 3.25 0.79 2843 -144 2987 1224 1763 ! 90 2.55 0.62 3346 -144 3490 1836 1654 120 2.20 0.53 3849 -144 3993 2448 1545 (J 150 1.80 0.44 3937 -144 4081 3060 1020 180 1.60 0.39 4199 -144 4343 3672 671 rJ n DESIGN CURVES (5-YR FREQ.) 5000 U 4500 4000 tJ 3500 ~ 3000 ::l U 0 ~ 2500 ~ 2000 [ I z - 1500 1000 II 500 0 0 50 100 150 200 U TIME (MIN.) U -+-INFLOW CUMULATIVE (CU.FT.) ~ADJUSTED INFLOW (CU.FT.) ~ACTUAL EXFILTRATION (CU,FT.) -o-OVERFLOW (CU.FT.) [ J [] rJ f] rJ [) n f] u [) :u [} rl I] U U U U IIJ II 500 1 SW 174 Court Suite 201. Miami. Florida 33155 Tel: (305)662-8887 Fax: (305) 662-8858 PROJECT: PROJECT NO,: FILE NO: COMPUTED BY: CHECKED BY: Bella Vista Park 1019 10199 BAS 0 M,F.. DATE: O.S. DATE: 03/31/11 o "C" Factor for Impervious Areas "C" Factor for Pervious Areas Ac~es of Impervious Areas Acres of Pervious Areas length (IF) of French Drain provided Seepage Capacity in CFS/LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years litial Time of Concentration in MIN. 'ime to Generate One Inch of Runoff 'ime to Generate & Flow One Inch of Runoff - 0.90 [CONST] 0.3 [CONST] 0.22 [ACRES] 0.15 [ACRES] o [FEET] 0.00213 [CFS/L.F OF TRENCH] -0.90 CU.FT.lL.F, 0.66 [CONST] 0.37 [ACRES] 1,343 [CU,FT.] 5 [YEARS] 10 IrMIN.] 17 [MIN.] 27 [MIN.] 200 [] [1 [] [] [) [J f") 11 lJ 'lJ 1\ tJ fl I) [ I [) l ) II u I J NELCO TESTING AND ENGINEERING SERVICES PERCOLATION TEST REPORT CLIENT: S.R.S. Engineering, Inc. 5001 SW 74 Court, Suite 201 Miami, Florida 33155 DATE: January 20,2010 JOB No.: P-l10157 Isles, Florida PERCOLATION TEST RESULTS SOIL CONDITIONS K= 40 1t d (2H22 + 4 H2Ds + Hzd) Per S,F.WoM,D. Permitting Information Manual (Vol IV - May, 2004)" Usual Open-Hole Test" Comments: Please note: "Soil Conditions" listed above are representative of material encountered in test hole only. In no way whatsoever shaH any assumptions of soil conditions outside the test hole area be made based on the soil conditions outlined in this report. ~VMf1\r -- / V,M.B. Venkatesan ., ProCessIonal Engineer No. 63107 State of Florida 13370 SW 131 Street, Suite 105, Miami, FL. 33J86 (305) 259-9779 [J rJ rJ u ; [] [] fJ {] f] 1] [J {] U [ J U U [ J lJ ! 1 NELCO TESTING AND ENGINEERING SERVICES Soil Percolation Test Location Sketch @ Percolation Test Locations 13370 S.W. 131 Street, Suite 105, Miami. Fl33186 (305) 259w9779 n fl n [] [l n n u (] (] II [) [] [J l.l U U U ilJ BELLA VISTA PARK CALCULATIONS MARCH 29, 2011 City of Sunny Isles Beach Florida ()J-'1/bl/11 . . " , Oliverio 5~l1chez Reg. Engineer No. 44771 State of Florida 5001 BW 74;.iicoURT. Ei.UITE 201. MIAMi....LoRiDA :"3151> . Tf:l..i. ~iJ:5'66:z;BBB7F'AXI 3ci$;,,62;eia5B ViWW.BRS-CCRP,CCM E;B-00007317 r] , ~ .~~ Project: -e, e~\J'::::.. ,-"0;;:",, ~'C. Engineer: C-~. C'~. (-;" Date: Sheet No: SR8 Engineering, Inc. !l [1 [] f) n {] u [J !l [] [] U [) [ J I I) l.l [ ) 1- ... -....-. - I.": !: ..t.... ! .. - ... ... .. - .-, .. ... -t-r- .-- . .- ~- ~::':=.~~---, ~ ::. ~~~ 1= __.._ .. _. _ .. _.._ .d. '_'_ h __ \ .. -1- - .- - -~- ~-.~=--F .. - ~ ._.. -.-.. -.....- ._-- .-.-.-- - -~-- 1---:-- ..... 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Project: '~"'fl_\..~.~ '-.I''=>~ ~"<~ Engineer: G. G. C;, Date: Sheet No: ~ t t (" ! l' ~it I tl'l .::[" -:._~' ..........,--..........FI.+.-r. ...,_. : ~ I -~ '.J.~ .~.. l.rm-r ,'*.:..;J. ",' . .;. . -~f~~Lf _::.I:.dU L.':- ::Tt'.."j".....'.... . j:-' _:.t :f fl.. t' . .:~. .,. '... ~ it' . j . ~ -! ;,' Ii r i! j .. III.: ..:. : . ,. I ~- T.'9cf) -.. ,..+L.... . .'1.'. ~., I . .-... r' ... ..,... - ..;... . ,; ~ I. I . . ......... ,-.:-...-- .. - .71--+..-. -, - .,--.!.. . ... i ..1.1 . I - ; too_...,.- . ~ .-. -:. ;+.+ I _. i... . -+--;'.""[',;,.':c,",,"... - ... ~L\"... -\j. 1-1.. 1_,' ."\ ~,,' ...: ,_~ . , :;' I. , ,.' 'I ' I" , . I I . "I I ' j'~~~~...:\.....~.-r..rt":..... n...!.~ '!;'.. !:. ':.. II; . -. I : t ~'!,..~o...~"".~:~ --"I..:-:~lir~t,+~l..;.tr:!nl:!,1 I i i~ I, , I,~~- . I' : 1. I I .', Ii' j ~ i :: i I; lj 1 ,.1 :-C i~-',.. : ~ ":<~.'. : . .t~. >l.l.,.e'~~>I4. .'...... i I. :~rl~'h1J~. ~~~_: \.'.t- :'~I' ;\"l~ ,(~'I ~,. i .: ~I~. 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If Main Wind Force Resisting System Figure6-18B Net Pressure Coefficient, eN Open Buildings 0.25 ~ hIL ~ 1.0 Pitched Free Roofs e ~ 450,1= 00, 1800 III ,L [ I Wind Direction => y=oo rJ 11 h f] "I [II ! I 1 \ i ill Wind Direction, g = 00,1800 Roof Load Clear Wind Flow Obstructed Wind Flow Angle, 9 Case CNW CNL CNW CNL A l.l -0.3 -1.6 -1 7.50 B 0.2 -1.2 -0.9 -1.7 A 1.1 -0.4 -1.2 -1 150 B 0.1 -1.1 -0.6 -l.6 A 1.1 0.1 -1.2 -1.2 22,50 B -0.1 -0,8. -0.8 -1.7 A 1.3 ..' 0,3. -0,7 -0.7 300 B -0.1 : . -0.9. -0.2 -1.1 CC) .. :!.11 0 (A) (f.~) .. (M). -0.6 -0,6 37.50 QD ~ (0.6".;r -0.3 -0,9 450 A 1.1 0,9 .-0,5 -0,5 B -0.3 -0.5 -0,3 -0.7 [J n ! 1 III l) ! \) ~ - I I Minimum Design Loeds for Buildings and Other Structures IL 4. 5. 6, Notes: I. CNW and CNL denote net pressures (contributions from 'op and bottom surfaces) for windward and leeward half of roof surfaces. respectively. Clear wind flow denotes relatively unobstrucled wind flow with blockage less than or equal to 50%. Obstmcted wind flow denotes objects below roofinhibiting wind flow (>50% blockoge). For values of O.belween 7.50 and 450, linear inlerpolation is permitted. For VIIlues of 8 less than 7.5". use monoslope roof load coefficienls, Plus and minus signs signifY pressures acting towards and away from the top roof surface, respectively. All load cases shown for each roof angle shall be Investigated. NOlation: L : horizontal dimension of roof, measured in the along wind direclion, ft. (m) h : mean roof height. ft, (m) 'Y : direction of wind, degrees o : angle of plane of roof from horizontal, degrees 2, 11 3. 67 [)- -. fJ (41 ~ .,.; SRS Engineering, Inc. Project: ~"e..)...~ ~~ ~~"F:... Engineer: G,Q.c;. Date: Sheet No: e n [] !l lJ I.J U (J 11 U U U ! ) ! ] II 1I [J [ I l.1> f __ i t .-- -- -- ...:-... .._-~-~-~.--_..:.- , I 11 I 1.'....1 . ..:~.i. !!"._._.!..';'hh" ._.4... .__0__ ...I .....I._~...____~._n..f . !. I. ! I r .. ! i I .1 .t.1 I I ! I I I \. I I . ; ! .. I 1". I i I I I .1 .., i.... 'j.:' .m__...._:.. ,. t. '.', .---- \.. _.n u..__ :. I.i:.:....l L....!. !.j -c-.,.:-~.-!-.t..~_._h_._j..: - . .........-- -1.... I. .! I j-. ~. :.j I ; , .. - ! I , ' I . . I j I j I : I Ii . I 1- .J I , ~ I i j . i :., : I l I r ... .. f L I. , i r i I I I. I ,. ., I I i. I. /. . .1 . ! . I ! ., : ..--- .-.. l" .. . I I I I .-..!. - . r 1 : ., ! Ii' I . . ... ---'i' . I - , I . i .;; j..' .. .1.;. l , i I !. i. I ~ .. I. . i ) !l 11 f) n II {] fl n !l i [J 11 II Il [] U \ j U II ... v--' Project: ~ 'e.."lo-W-:- -.........t,co-:t- ~~ 's1:. ~ G, G.. G. Engineer: Date: Sheet No: 3 SRS Engineering, Inc. I .. .\ ... -'00 ., ..+. r ! ,. ..-....- , 1 -, ! ,I ' , t t ... ~. i .....-.J I ..,-. '0' ..- -. -,. i r .' . , I I.; ! .! .; ~ I II . . i I , ! i I ; ; t 1- roo i ; . ,. - :. I i I I I I. I I , : I ' .. t. . ;.' ..:11..;. I .. .. ~-.I .. L.. I . I I , I I ... ; --., ....... -.1 t I I ::.. .1...... I I I i i . ~. . . ... , i. ,. . t , . I I ! I " I ~ .. L I I " i ~ . ! .:.. .. I .~\i .,.' [l.r. [1 [J n [] I] [J IJ I 11 I , , I) f] u I] I} [ I I} l) u \ j. ~ , f ~: [1 .r , t- .- A- Components and Cladding FigUl'e 6-19B Net Pressure Coefficient, CN Open Buildings 0.15 ~ hlL S 1.0 Monoslope Free Roofs e S 450 III L L ~I I' L 'I hl~ /////111/11//111// ~I I" 3 3 3 z 2 2 1 1 l' 2 J e < 100 e ~ 100 <C""" ~}n." .~_ ... \0_"!~' -... "l; = .'7'.> b.. \ \.. ,,~;<~; <:> ,n.. S <. <:> . <c. A.. L.... \ '-6 .l:......o:.. 4,";" ~~""C\ ~::..'<-... Roof ~el - eN Angle ~a \.Ck!r Win~ FI~.w 0 boIroctod Wind Flow 9 Zone 3 Zone 2 Zon.1 Zen. 3 ZOllO 2 Zone I Sa 2.4 -3.3 \.8 -1.7 1.2 -1.1 I -3.6 0.8 -1.8 0.5 -1.2 O. >a,S4.00' 1.8 .1.7 1.8 -1.7 1.2 .1.1 0.8 -1.8 0.8 -1.8 0.5 -1.2 >4.0.' 1.2 .1.1 1.2 .1.1 1.2 -1.1 0.5 -1.2 0.5 -1.2 0.5 -1.2 Sa' 2.2 -3.6 1.7 -1.8 1.1 -1.2 , -5.1 0.8 -2.6 0.5 -1.7 7.S' > .1,!!i: 4.0a' 1.7 .1.8 1.7 -1.8 1.1 -1.2 0.8 -2.6 0.8 -2.6 O.S -1.7 > 4.00' I.' -1.2 1.1 -1.2 1.1 -1.2 0.5 -1.7 O.S .1.7 O.S -1.7 Sa' 22 -2.2 1.7 -1.7 1.1 -1.1 I -3.2 0.8 -2.4 o.S -1.6 IS. >811 ~ 4.0..1 1.7 .1.7 1.7 -1.7 1.1 -1.1 0.8 .2.4 0.8 .2.4 0.5 -1.6 >4.0a' 1.1 -1.1 1.1' -1.1 1.1 -1.1 0.5 -1.6 0.5 .i.6) 0.5 :1.6 ) Sa' 2.6 .1.8 2 -1.4 1.3 -0.9 I -2.4 0.8 -1.8 o.s -1.2 CV (l;. a'. S 4Aj;!f t\."2 .'.4 JJ 2 -1.4 1.3 .0.9 0.8 .1.8 0.8 -1.8 0.5 -1.2 . ,. 4.0a1 1.3 -0.9 1.3 -C.9 1.3 -0-9 0.5 -1.2 o.s .1.2 0.5 -1.2 Sa' 2.2 -1.6 1.7 -1.2 1.1 -0.8 J -2.4 0.8 -1.8 O.S -1.2 ~. > 811's4.Oal 1.7 -1.2 1.7 .1.2 1.1 .0.8. 0.8 .1.8 0.8 -1.8 o.S -1.2 > 4.0a1 1.1 -0.8 1.1 .0.8 1.1 -C.8 O.S -1.2 O.S -1.2 o.s -1.2 Notes: CII denotes net pressures (contributions from top and bottom surfaces). Clear wind flow denotes relatively unobstructed wind flow with blockage less than or equal to 50%, Obstructed wind flow denoles objects below roof inhibiting wind flow (>50"A> blockage). For values of9 other than those 8hown,linear interpolation is pennilled. Plus and minus signs signifY pressures acting lowards and away from the top roofsurface, respectively. Components and cladding elements shall be designed for positive and negative pressure coefficients shown. Notation: 8 : 10% ofleast horizontal dimension or O.4h, whichever is smalle~ but not less than 4% ofleast horizontal dimension or 3 ft. (0,9 01) h : mean roof height, ft. (m) L : horizontal dimension of building. measured in along wind direction, ft. em) a : angle of plane of roof from horizontal, degrees 1. 2. 3. 4. 5. 6. MInImum Design Loads for Buildings and Other Structures 71 [1 l. f] I [J U r1 II t] IJ [J 11 U II U I J IJ ! I IJ l.l [J ~~ Project: ~~~'b. -.",,-e:,.~ ~~~ Engineer: G. G. G. Date: Sheet No: .:5 s~s Engineering, Inc. ~-.:. ..-j.- -f._.' .-.- - l. r. ....- ,. .:.... I._i. I. Ii, I I : :f+-~: ~. .l:.t- .. ...... -L_~I'l" ..:'. ':.: ~.i.~..._-..: =--- --.::L~:' . ! \: 1~f11[';'i/i~~'~'.' =,JT-\(;:~E::_ ":let ,r: j-' ! I : ' . I I:.: ~ ..:. !. -"-'r---;l-....I.. cJ;' .-1. . I .--I.l..,'..,..LJ.l..- 1 . "1.' =n~~:t 'm=~~II'.'T~ ,- ~,I~ or,' :~:lT "II . "iJI JI..,l fr~,i! " i ! ' I : It11' . ,. i ,.j' ":..T.r.. II' I. ~ .1 ;..! ~-..!.:.:i.. .:..~_.~- :! 1_ t Iii. 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" ..:[.: .; I. .~.. !.I I . -. . !..:.I : ! ! ; .: .~. i. ....'. . .J, ,! ..... -.-...--..-.1. ...- ...,... 1 t ." . 0 I I I I I " . .'.--.'-. .! i . .. ~ i........ ...1 ! ..1.. . 1 ~ : i : I.' i. -j-'-'- " ... .',. ...-t'" :.....-. ." . -......--....-.. . 1 :! i I! i ,I :IL!.. L:..-;.._~..:-:":... .1..... i"l..r.~T'.I!.':.' :.f."l;".~'.T-; .:...; ':.'.".::-"-~~r.~:--:~~:~~.~ r i! ! '. i, ~ I ; II ! ) ;..1,.: ~ 1..: :.':; .I:.~.":"::~.'''';.~:-.~..~'. ! ' i. I' i ,. i I : IH Iml "ii:+' " ' j; i',-,~,q,' - -~~-= -.-".H-): I: I Ii'.: ..:!.. l i I.~:.. L..,:.t.:~_~...~:.._;...:~L.:.~__..jl.~.. ...-. ...... :~.. I; ! i I ,I.. i ': ,1 I' i I: ! I: : i ~ j : : i j .. . -.: ..:. . ... :-.~ ~.-..~~ 'I : i ':; :'! !:! i ! . . I ..:. II : : : , : I ,. I ; ,i . I . i ,'.; . , .- '.0 ..:.. . i: . I" I I I'. :. "_n'~':::i=:+;:I' 'm,.~+ +;+I+':.:'-i'.1 ~:,. ,I,.:!.,: j l , ,; i ,; ';:i!r'/T' i~:frT~"'-n,T H~_([!: ' I I Ii; . I, ! I I I I!.: i ' i I j' i' '., III~! I: !I yu i, ., if;;'! I . .' , ~ ' I ,. "i. I. i '. . . , . I ! !' I , . . , '. . 1-... .... , , . ; I I ..; :.; ~ ! .......t-- i _.L . i . -. , , , . , /. , I :-'-l-~ ~ . I, " .' . u. . J. If, I I J..;. .. . ..... .; , . ..'. ~~. ! . : rJ <0 f] ~ -.049k1ft l~'l;,'i;.":.. '0 "l z x [J 11 fl rJ 41 rJ U [1 U Il II r] I J U 11 II Loads: BLC 1, DL 1I BELLA VIST A-ROOF-RAFTER Gustava G, Gonzalez Nov 5, 2010 at 5:59 PM :[J ROOF-RAFTER.r3d [] f) [1 () n u IJ lJ t1 IJ [l II !I 11 U ! I U U U \'.. ~ z x -,065kJft (<&\.'\\..b.\ ~ ') 6 3 4 Loads: Ble 2, II BELLA VIST A-ROOF-RAFTER Gustavo G. Gonzalez Nov 5, 2010 at 6:03 PM ROOF-RAFTER.r3d [] [] fl f1 fl [) 11 [] U lJ II I) l [] il II 11 I) U U ;& z x 6 3 4 Loads: BLC 3, WL(+) BELLA VIST A-ROOF-RAFTER Gustavo G. Gonzalez Nov 5, 2010 at 6:05 PM ROOF.RAFTER.r3d <e:. 4 fl 11 fl rl [] [ ) [] U r1 (J II [ I IJ [I [I !I U U U C\ .~ z x 41 6 3 4 Loads: BLC 4, WL(-) BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez Nov 5, 2010 at 6:06 PM ROOF-RAFTER.r3d 1 [] fl [1 tl rJ [] (] t1 U rl fl [J [ I U U U U l J \0 ~ z x 41 Q) c ii: o CJ) 6 3 4 Results for LC 1, DL BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez Nov 5, 2010 at 6:10 PM ROOF-RAFTER.r3d 11 f1 11 (] [] (] 11 [) {1 ! ] [1 [ I U d U [1 U ; II I II ~A.J ~ ~ z x .....I o o ~ ...J 8 ~ 6 3 4 BELLA VIST A-ROOF-RAFTER Gustavo G. Gonzalez Nov 5, 2010 at 6:14 PM ROOF-RAFTER.r3d \1 f] [ n (1 [] [] 11 [] t1 lJ I) ! 1 lJ U U I J U U [ } ~. z x V"l. N C') ~ 6 3 4 Results for LC 3, DL +LL BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez Nav 7, 2010 at 7:57 AM ROOF-RAFTER.r3d ] f] -.. - \:3 Company: -:' ';, Designer : Gustavo G. Gonzalez Job Number: BELLA VISTA-ROOf-RAFTER Mar 26, 2011 3:09 PM Checked By:_ r 1 Basic Load Cases f) [] rJ (] [ 1 t1 [] [] [ J ! 1 I] II [ ] tl lJ lJ \ -a ~ A- BLC Load Combinations. . ion Solve PDelta SRSS BLC J:act. ,BLC act RI C ~...... - .BLr. Fat'!t. .BLC Fad BLC ~a~t RI C Fact \ DL Ves V 1 12.. LL Ves V 2 ~ wu+T Ves V 3 A. WL(~ \ Ves V 4 1 S DL+LL Ves V 1 1 2 1 Go. DL+Wlf+\ Ves V 1 1 3 1 -r O.6DL+WLt-\ Ves V 1 .6 4 1 NDS Wood Section Sets . L bel 2x6 RAFTER 4X10W.B. 2-2 8 W.B. 6X6 COL 2-2X10 W.B, RISA-3D Version 5.0 rC:\...\...\..,\Ocalculations\RISA-3D\BELLA VISTA PARK\ROOF-RAFTER.r3dl Paae 3 r1 \A- Company : Mar 26, 2011 Designer : Gustavo G. Gonzalez 2:58 PM I) Job Number: BELLA VISTA~ROOF-RAFTER Checked By:_ rl Joint Reactions (Bv. CombinationJ LC .Iolnt label x Ikl YII<I Z 11<1 MX l!t.ftl MY l!t.ftl MZ Ik-ftl [] 1 N23 .002 791 -.002 0 0 0 1 N24 -.002 .791 -,002 0 n 0 1 N25 .001 (1.1~ 0 0 0 0 1 N26 -.001 ~.,. 0 0 0 0 [] 1 N43 .002 ,791 ,002 0 0 0 1 N44 -,002 7~1 .002 0 0 0 1 Totals: 0 5.432 0 1 COG ift\: x:o Y: 1 294 Z: -3.25 [ J 2 N23 002 10R3 -,002 0 0 0 2 N24 -.002 10R3 -.002 0 0 0 2 N25 .002 (1,5511 0 0 0 0 2 N26 -.002 1.n5l 0 0 0 0 n 2 N43 .002 1,083 .002 0 0 0 2 N44 -,002 1.083 .002 0 0 0 2 Totals: 0 7436 0 ( I 2 COG Ift\: X:O y. 1,294 Z: ~3.25 3 N23 -.338 424 -.003 0 0 0 3 N24 -.315 1.591 -.004 0 0 0 3 N25 -.406 .77'- 0 0 0 .0 [1 3 N26 -.372 2.34 0 0 0 0 3 N43 -.338 .424 .003 0 0 0 3 N44 -.315 1.591 ,004 0 0 0 3 Totals: -2,084 7,141 0 U 3 COG 1ft): X: -1.176 Y: 1,296 Z: -3.25 4 N23 -.188 -721 ,002 0 0 0 4 N24 -.181 -.131 ,001 0 0 0 4 N25 -.229 (..1 ,04ll't 0 0 0 0 U 4 N26 -.221 -7'13" 0 0 0 0 4 N43 -.188 -.721 -,002 0 O. 0 4 N44 -,181 -,131 -.001 0 0 0 f) 4 Totals: -1.188 -3.02 0 4 COG Ift\: X: 1.586 Y: 1.296 Z: -3.25 5 N23 ,004 1.874 -.004 0 0 0 5 N24 -,004 1.874 -.004 0 0 0 II 5 N25 .003 2685 0 0 0 0 5 N26 -.003 2.685 0 0 0 0 5 N43 .004 1,874 .004 0 0 0 5 N44 -.004 1.874 .004 0 0 0 II 5 Totals: 0 12.868 0 5 COG (ft): X:O Y: 1.294 Z: -3,25 6 N23 -.339 1_174 -.004 0 0 0 6 N24 -.317 2.422 -.006 0 0 0 [ J 6 N25 -.404 1_839 0 0 0 0 6 N26 -,368 3.541 0 0 0 0 6 N43 -,339 1174 .004 0 0 0 I ) 6 N44 -,317 2.422 .006 0 0 0 6 Totals: -2.084 12,573 0 6 COG (fu X: -.668 Y: 1.295 Z: -3.25 7 N23 -.187 -.257 0 0 0 0 [ ) 7 N24 -.182 .355 0 0 0 0 7 N25 -.228 -.382 0 0 0 0 7 N?A -,221 .426 0 0 0 0 7 N43 -.187 -.257 0 0 0 0 lJ 7 N44 -1 2 ,355 0 0 0 0 7 Totals: -1. 68 .24 0 7 COG 7fh: X' -11987 Y: 1.26R Z: -3.25 [ J 1 [1 [] i[l [1 [] [1 (] [1 [) [1 t I II II II l J U U [ J ~ z x \S ~'G~~ '""l:::>\~v~~b....G\-7\ BELLA VIST A-ROOF-RAFTER Gustavo G. Gonzalez Dee 14, 2010 at 10:38 AM ROOF-RAFTER.r3d I] f] )i z x [] [1 [ ) U [l [J [1 [ J n [I [ ) II I ) II II II lJ \G:. Code Check I No Calc > 1,0 . ,91).1,0 .75-,90 .51).,75 0.-.50 ... 6 3 4 Member Code Checks Displayed ResullsforLC3,DL+LL <...e~\.,:"~,~G c.~~~) BELLA VIST A-ROOF-RAFTER Gustavo G, Gonzalez 41 Dee 14, 2010 at 10:18 AM ROOF-RAFTER.r3d [] rJ ~ z x f] [] f] [] rJ [) f1 (J IJ U II U I J II [I 1.I I J \-( Code Check I No Calc > 1.0 ,90.1,0 ,76-.90 .50-.75 0.-.50 ~ 6 3 4 Member Code Checks Displayed ResullsforLC4, DL+WL{+) \'e>'!:.."'-""~'-G ~~'\ BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez Dee 14, 2010 at 10:21 AM ROOF-RAFTER.r3d n f] l. .& z x f] [] f1 [J f] I) [1 [J 11 .f 1 \) U I J II II U U ,~ Code Check I No Calc >1.0 ,90-1.0 .75-.90 .50-.75 0.-.50 ~ 6 3 4 Member Code Checks Displayed Results for LC 5, O.6DL+WL(-) ~~~~G c~"!:..<:",) BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez Dee 14, 2010 at 10:23 AM ROOF-RAFTER.r3d [J [] .& z x [1 ("J [1 [] n tl t1 U f] Il n IJ U II II U II \~ Shear Check I No Calc >1.0 .90-1.0 .75-,90 .50-.75 0,-.50 ~ 6 3 4 Member Shear Checks Displayed Results for LC 3, DLi'LL (." CO'\.\o 'Js. --~ c:.W'-~'c:.'l BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez 41 Dee 14, 2010 at 10:27 AM ROOF-RAFTER.r3d I] [1 [) n [] [) [J l.I [1 rJ [] ~ z x [ I ; ] l J ! I [ 1 t) ~<:::::. Shear Check I No Calc > 1.0 .90-1.0 .75-,90 . .50-.75 0,-.60 ..,. q 6 3 4 Member Shear Checks Displayed Results for LC 4, DL+WL(+) ,'i:=>~"'J::,~ c.~'"i:c.'t=o'\ BELLA VIST A-ROOF-RAFTER U II Gustava G. Gonzalez Dee 14, 2010 at 10:30 AM ROOF.RAFTER.~d I) fl IJ {] I] f1 [] [J f1 [J rJ (I ! ) ~ z x I ) [J ( J U II ( I ""L \ Shear Check I NOCa.IC > 1.0 ,g0.1.0 ,75-.90 ,50..75 0,-.50 N q 6 3 4 Member Shear Checks Displayed ResultsforLC5,O.6DL+WL(-) ~~~ C:::"'~'tc:.,\ BELLA VIST A-ROOF-RAFTER Gustava G. Gonzalez 41 Dee 14, 2010 at 10:31 AM ROOF-RAFTER.r3d ,.t...i.-+_Lr .+-1-,-- ..~ .L..lL~_ ...:J.1 ~ l: I t II , ~ ; I. :. .....111 ~ j .: . -' ..: -+-.t-l I .!. ~..I i'U ...,...i... I c:p.M=:?"f==' ,~:~~ ':f:;>;:-'~~/ "O"iL.<S~ i ..-.-!-. f. '-,'" i ~ ,. ", f" :. j jO.l'" "1.-" .... ..0 ..!..i..l .i.. 1 .: ; i , i " I ' . : . ',' ',: . . 1 1 1 . . . I I"' . - ~ '~I-'" , .... ,. f ~~:.:.. ".rr: :.! If i .~:' ,. ! I .~: ! 1~"1 :: l . 1 ; i : ! : i; i I . /. ; ; I . ,~,. I ... \\,;.'. - . ...;1".; . . ',' . . . J j . . I . . ____ ;'-+=f>~:=;_.. -_.~.'''~~~I)l..I'n:'~ \ 'Co! I ::(r~K'i=>~ i': ;.;.. :...(.... .. ;..; . !:: .. ____._. .:..i.I.:."!,:, :-........ I.:' i 'I: j; ~: I~,i' i t"--'~"+.._-++'''I'i. ..,--!-. -=-::::~ ~ij:.~:i'ii::~ <i;;: -~\\;7: j .L~ .~~Ii;! l ~'i:~ _').; J!: ,- ;;.: ~ i: f : :t, ;,' '.' ., ... . . 4 . : ; i . I . /"-i Vr I' , :; ~ 'I I . 'Jr' I ~.x.:; -.. I ~,~---,--,-,,;,._;-~ .. -_:"_~__'''._'i_'''; ,j[- ~..~_.:....t.'-~- ._.~.~. ',~J....L..~-'.~ '___J . ~.._;_;.~.. ~:! ~ j' ~ : t~~. ~ ~ -. . l!"-- = , . I ' . 'j' '.1-. ... ....~., .'. . ...,.~ . ;. ;; l ; ,,:.! ..1 L.'.:.l..l . i : : : ,: 1 : ! {~%~~'t,.';."'~!'N: i ~ . !! !.I .; ; !"', I""'. ....,,--~~ .. ..-.--..----_ I, . ,. i ; I l J t I ; 'i; i III i:, ;:. : ,; : ._.~K~ '... I !. ! ~ I I' ~ . ~ I : ! ii' '1 .:. ; :,.' _... ...~ ~. ~.::. ~+~:~::-: . .u.. 0- j !. .1 1 -f.... ..... T-T!.""7'...1 .i ,'-.. i I L.~..; :..j ..,.;. .: -- f';' ~ "I' l...~.... .... ",1 ._..t...,' _.or : ~ i 1.'1 ;. i I. ~ ...... .:.... .....{~. '.'U"'_._ ..._....; .. . " .0.. ;.~ 4_..... ... ....__ ._........ .... i ' i . i..!-.; j. I.: ,. i. : i.:.! i I..: : .;. .. ..--..... ..... -.---.'---. !.;! ! u_". ... 'It. ! "I!-l-.!:--~-'!~"~'.o_"'~'-!-.' .:.__..;..~o. 0-11'-;- ~.-:...1. I .....: _:........1 . ! . .. t'" "j u...n '.. .~.... 1 ; :. ~ -. i-I . ! ...... r If.. . I J ;! - ...-. -,. "-'. . t ~ ~ i IS ~ ; : ~ .j I ; ~ "! -f r I I.' J ' ! i .. j..;. . I I . . I . t ' I i I . ~ ~ i . . f . . ... . ~ i i I! j" . II .:! I ! ! ~ I . i : .. 1: '. . Ii ; ~-;--l-.__..--.-t-i.:-i+..;..~----!.~.~.++_. .. .!-~_..~. ..+1..:.; ;.: . ~ ,_. . - I '"._. .., '" . . I' -. .~ .',i.. ~'Jlj ~ . .:: ..!......;:..'I:; ... ;... .... ,:,.:."L...~.. '..f : i. ~.: .....; . I. I .~ --r" ~ -': ....! : 1 J1,. ; ;. ~... i -.' ... . . ... '. ,.1, . .. . . ; - :.~', : .. ... _, I . . ~ . r...: .... I ,;. I I ~ - .. I. I , I i I , i' rl f] il [1 [] (] [] u [1 [] (] [1 11 I] I) u u lJ ( I SRS Engineering, Inc. ,. ..n _ .1 i I .. t \. . .....!. : I . . " . . ..... .' ...-: . . .-~ ,-_.: ~:.. .. .; , . _ !. .....a_:____I. 1. : ! . I I I i , I I ~ .j ! ~ . i ;. I .1 . I ..... -'..-..~ . t.. : - :::~.:=~:.-: ~- ~. . :-- .::: .:::'~:..l.. ;.. '. .. . I .: ;,....: ~ : : Ii: .,: i I I I I ~, i j I I ,. " ,. t._ :' Project: "2::>"'b'>-':>..~ ---,~~ ~'\=Z..~ Engineer: Date: Sheet No: G.. c-:;.., G, "'-"'- . i I .....1. ':"" I. i..- I j .. I. ~ . r .. ~.. i.-. .... . .!- .:-. . ....:__~............~..h;....._.. ..... .t... .' . .... .... j' -r -'-' .~...:.......-... q.--~.....-....~.. ........ l I . I , . ... I'" ! i , 10' . ...._~--." . i' '"I ..-; .. ."l ! .. .- +. .;. .... ~ , , !- 1 :.: -I ." t'-r I ! I ;. ),. ,I I I j j' ..' -.., , <. . '" . . i I fl [] f] [1 [] [] [] u [1 u [] f1 ! I I J I ] II II II [ J TlUe: Dsgnr: Description : Job' '2.3 Date: 3:22PM, 5 NOV 10 Scope: Pev: 580000 (<:)1983-2003 t::NERCALC Engineering Software Page 1 I : I 4X10 BEAM DECK Description General Timber Beam I General Information Section Name 4x10 Beam Width Beam Depth Member Type Load Dur, Factor Beam End Fixity 3.500 in 9.250 In Sawn 1,350 Pin.Pin Code Ref: 1997 NDS, 2003 lec, 2003 NFPA 5000, Base allowables are user defined I Center SDan 4.88 ft , . . , .Lu Left Cantilever ~ :.. . .Lu Right Cantilever ft ,.. . .lu Spruce - Pine - Fir (South), Select situ Fb Base Allow ~g'o psi Fv Allow 9 ,0 psi Fe Allow 625.0 psi E 1,700,0 ksi I Full Length Uniform Loads Center ill- 'l; Left Canlilever DL Right Cantilever Dl 97.50 #/& #/ #1ft LL... LL Ll r ""''\).."X.~ Q..f1.. y 975,00 #1ft #1ft #1ft r I Summary I Span= 4.88ft, Beam Width = 3.500ln x Depth = 9.25In, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Max @ Left Support Max@ Right Support Max. Mallow fb 767.59 psi Fb 1,620.00 psi r Deflections Center Span... Dead Load Deflection -0.003 In ...Locatlon 2,440 ft ,..Lengm/Defl 18,471.7 Camber ( using 1.5 * D.L. Deft) ... @ Center 0,005 in @ Left 0.000 in @ Right 0.000 in I Stress Cales Bending Analysis Ck 26,272 La Cf 1,000 Rb @ Center @ left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3.19 k-ft 0,00 k.ft 0.00 k.ft 0.00 k-ft 6,74 fv Fv 0,000 ft 0.000 Max Moment 3.19 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 2.70 k 22.227 In2 121.50 psi 2.62 k 2.62 k 0.687 : 1 3,2 k.ft 6.7 k-ft at at Maximum Shear * 1,5 Allowable Shear: 2.440 ft 4,880 ft @ Left @ Right @ Left @ Center @ Right Camber; 83.42 psi 121,50 psi Reactions... left DL Right DL 0,24 k 0.24k Max Max Total Load -0,035 in 2.440 ft 1,679.25 Left Cantilever... Deflection ...lenglh/Dell Right Cantilever... Defleclion . ...Length/Dell Dead Load 0.000 in 0.0 0.000 in 0.0 Sxx CI 49.9111n3 0,000 Sxx Rea'd 23.65 In3 0,00 In3 0,00 in3 @ Right Support 2.7.0 k 22,227 ln2 121,50 psi 32.375 In2 Area Allowable fb 1,620,00 psi 1,620,00 psi 1,620.00 psi Bearing Length Req'd Bearing Lenglh Req'd 1.196 In 1.196 In 0.00 ft 0.00 ft 0.00 ft -, Beam Design OK -- 2,7 k 3.9 k 2.62k 2,62k O.OOOin 0.005 in O.OOOin 2.62k 2.62k I Total Load 0.000 in 0.0 0,000 in 0.0 rl [) f1 (] [] 11 [] [J fl {] U [ 1 II I) U l J [ I II U '2... .A. ..-.. ~ I ;S:: '-" 1: Q) E o ~ 2.62 2.18 1.74 1.31 0.87 0.44 ..-.. C 0,0 ~ -0.65 (I) 6j -1.30 .1.95 -:2:.60 Beam hear .47 .96 ,45 .94. .43 Location (ft) .92 O-OJ .0.01 .0.02 .0.03 ~ .0.03 '-' c: -0,04 :B .0.05 ~ .0.06 (I) o .0.07 -0.08 Deflection .47 .45 [1 f1 [] [J II fI []. {] f1 u fl I J i) II u ! I IJ l J u TIDe: Dsgnr: Description: Scope : Job' Date: 3:19PM, 5 NOV 10 ~s Rev: 580000 c)1983-200J ENERCALC Englt..enng Software Page 1. I Description 4X8 BEAM DECK General Timber Beam I General Information Code Ref: 1997 NOS, 20031BC, 2003 NFPA 5000. Base allowables are user defined Section Name 4)(8 Beam Width Beam Depth Member Type Load Our. Factor Beam End Fixity 3,500 In 7,250 In Sawn 1.350 Pin. Pin Center Span 4.88 ft , . . . ,Lu Left Cantilever ---rt , , . . ,Lu Right Cantilever ft . . . . .lu Spruce - Pine - Fir (South), Select stru Fb Base Allow 1.4~.0 psi Fv Allow .0 psi Fe Allow 660,0 psi E ~Oksi 0.00 ft 0.00 ft 0.00 ft I Full Length Uniform Loads I Center left Cantilever Right Cantilever DL" m. Dl 97.50 #1ft #1ft #1ft LL.... LL LL 975.00 #/ft - #/ft #1ft I I Beam Design OK Span= 4.88ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin-Pin Max Stress Ratio 0,968 : 1 Maximum Moment 3.2 k.ft Allowable 4,8 k-ft Max, Positive Moment 3,19 k-ft at 2.440 ft Max, Negative Moment 0.00 k-ft at 4,880 ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft . Max, Mallow 4.83 fb 1,249.50 psi fv Fb 1,890,00 psi Fv I Deflections Summary Center Span.., Deaa Load Deflection -0.007 in ..,Location 2,440 ft ..,Length/Defl 8,894,0 Camber ( using 1.6 * D.L. Daf! ) ,,, @Center 0.010 In @ left 0.000 In @ Right 0.000 in I Stress Cales Bending Analysis Ck 24.323 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis DesIgn Shear Area Required Fv: Allowable Bearing @ Supports Max, Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 3.19 k.ft 0.00 k-ft 0.00 k-ft @ left Support 2.98 k 24.554 In2 121.50 psi 2,62 k 2,62 k " Maximum Shear'" 1.5 Allowable Shear: Camber: 117.57 psi 1 ?1.50 pSI Readlons... Left DL Right DL 0.24 k O.24k Total Load -0.072 in 2.440 ft 808.54 Left Cantilever... Deflection ...Length/Def! Right Cantilever... Deflection ...LengthlOefl @ Left @ Right @ Left @ Center @ Right Max Max Dead Load 0.000 III 0.0 lOODln 0.0 3,0 k 3.1 k 2,62k 2.62k O.OeOin 0.01Oin 0.000 In 2,62k 2.62k I Iotal Load 0.000 In 0.0 0,000 in 0.0 Sxx 30,6611n3 Area CI 0.000 Sxx Rea'd 20.27 In3 0.00 In3 0.00 in3 @ Right Support 2,96 k 24.554 In2 121.50 psi Bearing Length Req'd Bearing length Req'd 25.375 in2 Allowable fb 1,890.00 psi 1,890,00 psi 1,890.00 psi 1,133 In 1,133 In [1 f) f] "-- [1 [1 lJ I] IJ n lJ [] II ! ) II U I J U U I.l '2.. c:c. ,...----- .-..-----....-. TABLE 48 -DESIGN VALUES FOR VISUALLY GRADED SOUTHERN PINe.'D1MENSION LUMBER (Tabulated design values are for normal load duratlonancl"dry servlce.eolialtlons: unless specified otherwise. See NOS 2.3 for a comprehensive description of desIgn value adjustment factors,) USE WITH TABLE 48 ADJUSTMENT FACTORS Speclesand commelclal grade Size classlflc8tlon SOUTIlERN PINE Dense Seleel Structural Select Struclurel . Noll.Dense Select Structural No,1 Dense No.1 2"-4"thlck No.1 Non-Dense No.2 Den6e 2".4" wide No.2 No.2 Non-Dense No.3 Stud Construction 2"-4'thlck Standard Utility 4" wide Dllnse Select Structural Select Struotural Non-Dense Select SlruclUral NO,l Dense No.1 2"-4"thlck NO.1 Non-Danse No.2 Dense 5'~-6" wide No.2 No.2 Non.Dense No,S Stud Dense Selecl Slructural Select Struelural Non-Dense Select Structural No.1 Dense 2",4"thick" No,l No.1. Non-Dense 8' wld9 No.2 Dense .No.2 A (,"0 NO,2 Non-Dense No,3 Dense Select Struelural Select Slructural Non-Dense Select Structural No.1 Dense 2'-4'lhlck NO,l No.1 Non-Dense .1'0" wid!": NO.2 Dense NO,2 A'i-'~ NO,2 Non-Dense No.S Dense Seleot Struclural Select Struclural Non-Dense Select Structural No.1 Dense 2"-4"lhick No.1 No.1 Non.Dense 12" wlde4 No,2 Dense No.2 No.2 Non-Dense No,S . -,' Design values In pounds per square Inch (psi) BerKIng Ft, Tenslon pare.el to grain Ft Shear parallel 10 grain F... Compression perpendIcular to grain Fe.L CQrnprssslon parallel 10 gtsln , F. Modulus 01 E1asUclly E Grading Rulas Agency 3050 100 660 2250 1,900,000 2850 100 (66!;1 2100 1,900,000 2650 100 480 1950 1,700,000 2000 100 660 2000 l,BOO,OOO 1850 100 565 1850 1,700,000 1700 100 (480\ 1700 1,800,000 1700 90 Q60 1850 1,700,000 1500, 90 f~65 ) ...,1~O"" 1.600,000 135ll .90 480 160~ 1,400,000 850 90 665 975 1.400.000 875 90 565 975 1.400 000 ~ ..- 1100 100 p.6li 1600 1,500,000 825 ,90"'. l565. \150ch 1,300,000 300 -so-' lieS. '.975' 1,300,000 .. 2700 90 6liO 2150 1,900,000 2550 90 565 2000 1,900,000 f 2350 90 4BO 1850 1,700,000 -', j.... 1750 90 660 1900 1,800,000 1650 90 565 1750 1,700.000 1500 90 480 1600 1,600,000 1450. ~ 90 '~~9 1750 1,700,000_ ~.,1"25o-.'. 90. <!lap'} 16OQ:~ -(000,000. ! ..1-150 90' .-.400 .:: .. ..:t5!lO '.1,<100,00.0 . 750. 90 565 925 1.400,000 n5 90 565 925 1 400 000 2450 90 600 2050 1.900,000 SPIB 2300 90 565 1900 1.800,000 ." 2100 90 480. 1750 1,700,000 1650 90 660 lBoo 1,900,000 -<< 1500 90 585 1850 1.700,000 1350 90 480 1550 1.800.000 ~ 90 -"Q.~.Q. 1700 j..!QQ&.QO.. . :;'20Q.~. :J~Q~'- '.>_Q_6~~: <1:?l;i0: ~ .1,~0.O,ooo :- 11"00 90 480- 1450 1,400;000 700 90 565 875 1.400 000 2160 90 680 2000 1,900,000 :'2Q50 90 585 1850 1,600,000 1850 90 480 1750 1,700,000 1450 90 660 1750 1,800,000 1300 90 665 1600 1,700,000 1200 90 ....48q 1500 1,600,000 ~ .t@.O 90 66CL 1650 1.700.0QO ..1050'. ..90 .':~6f: 1500 1,600,000 950 90 480 1400 1,400,000 600 90 585 850 . t ,400,000 20{iQ 90 6~0. 1950 1,900,000 ~ f9qQi 90 565' ,.1"800' 1,800,000 _ 1750 90 400 1700 1,700,000 1350 90 860 1700 1,800,000 (t25O 90 565 1600 1,700,000 1'1~ 90 480 1500 1,600,000 '1150' 90 .6lJQ 1600 1,700,000 (9!~ 90 \.1;165", 1450 1,600,000 ~(Ilgp.. 90 480 1350 1,400,000 SPIB (Wet service conditions) 2100 1400 145 1750 1200 120 1600 1050 110 " 440 440 440 1300 1100 1000 1,600,000 1,600,000 1,600,000 sPla ., " 26 BELLA VISTA-RAFTER -.065k1ft \~"'-~, ~) v -.065k1ft 5 "<. CO Nav 5, 2010 at 3:30 PM RAFTER.(.3d rJ t"4Q, J] .di z x 11 tl 11 fJ II (] t1 U U n 11 [ I l J IJ II Loads: BLC 3, WL(+) Results for LC 1, DL U BELLA VISTA-RAFTER Gustavo G. Gonzalez Nov 5, 2010 at 3:33 PM , I J RAFTER.r3d I. 11 c,<::::.. 11 .di z x rl [] [] II [] [] t1 II [] [) U fJ l. t) 11 [1 Loads: BLC 4, WL(-) Results for LC 1, DL IlJ BELLA VISTA-RAFTER Gustava G. Gonzalez Nov 6, 2010 at 3:34 PM [.I RAFTER.r3d 11 n rJ [] f1 rJ [J u t1 U [] [1 !) [ I ! ) t I U lJ [ I ~\ Company : ' Designer : Gustavo G, Gonzalez Job Number: Nov 5,2010 3:36 PM Checked By:_ BELLA VISTA-RAFTER Joint Reactions rsv Comb/nation) LC JoInt I ahAl xrkl Vllel Zllel MX l1c.ftl MY Ik-ftl MZ Ik.ftl 1 N2 oM .241 0 0 0 0 1 N3 -007 .241 0 0 0 0 1 N1 0 .32 0 0 0 0 1 Totals: 0 .101 0 1 COG (ft): x.o y: .294 Z: 0 2 N2 009 119 0 0 0 0 2 N3 -009 . 1~ 0 0 0 0 2 N1 0 .42tl 0 0 0 0 2 Totals: 0 1 rlf2 0 2 COG (ft): X: 0 y: .294 Z: 0 3 ~\...... \.\.. N2 .016 'i6 0 0 0 0 3 N3 -.016 .)8 0 0 0 0 3 N1 0 ( r~ 4) 0 n 0 0 3 Totals: 0 1, 3 0 3 COG (ff): X: 0 y, 94 Z: 0 4 ~"''IJ\.c,,,~ N2 - 33 (6~ 4)' 0 0 0 0 4 N3 ,133 .4~6 . 0 0 0 0 4 N1 -,1 74~ 0 0 0 0 4 Totals: -,298 1,821 0 4 COG (ft): X: -.659 Y: 1,295 Z: 0 5 0. G.D\.~~\.C.-}J2 .049 OBB 0 0 0 0 5 N3 -.161 -053. 0 0 0 0 5. N1 -.057 .014 0 0 0 0 5 Totals: -.17 .049 0 5 COG (ft): X: -13.931 Y: 1.274 Z:O RISA-3D Version 5,0 rC:\...\...\...\Ocalculations\RISA-3D\BElLA VISTA PARK\RAFTER.r3dl Paae 1 J [1 [] [J (J n [1 u [1 U (J [] [ ] [ ) h:~ ~D ..- SRS Engineering, Ine, Project: ~;'e-';..\",'I:::::, ",O:;~ ~~~ Engineer:G, C"7' G. Date: Sheet No: -or.2... [ I l.l U II ~ ,. t' . , . i I' . 1 . . .. 11 I 'fA'l..\<::i; I '~'~'''''''-'''''' . . ..~ ::, 5J"At.. . , .=- fAl" ~ i ~)~ ~,5..~ .. : -., ...-......,..... L . I ' , '. I .1 I -... I,. , . r ; I . ~ [] [] [1 n ~ rJ [] rl (] (] [] [ ] l) [] [ ] u lJ 11 Project: "C>~>-':l..."=- -....,"s~ ~'\:Z.~ G.. G. G. 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I "'. , ,..... .;;;;r',.. ~.......,......~~" ~~J;:'!S . r " ; ,,:~~ -,;J .~,~~c:.~ . ~~-...: :..J.:,,:~ :.: ... . '-.. : -' .. . " I .1. !. I ii, . . - -, ~~_. ~ ~-=.. '-=>......~-.c::::..'e. ; .:: !.J I ! i . ! I ; Ii. . : ! : , , .: 1 :.i---t-:.-a)l..\C:lo-~'~ ~. .. . .. '. ' , " . I I' I' ~ . f ....,... ~~.. ~'-':f. ~,-sr.;)~(;- -"[' ';y--:+.; .-:" jo: .L.)'~'$';;;.;l5:;-..:p.; s;.;a.iy-.-. ''l. .!:::>": .:.~ A...' ti ' : : . I:;.:. i ..,~;.! :..!..'. ~.. i :): I . . . ..~ ~.~.- '. ,-/, ,.:.... . m.. I In...... !....-t4-.~'.~qs .~.\p.'C ~(.........,~.'1 ~ '.r--~~~';::.~ . ......... :; ~~:_:- : ~- ~T-~~b=:l..;..r"':...':.-';'.'I"-".~:~ ,.r;:<.";:.";..' ~..~.....~:._.~.,... ~-':-..._.....__._.-_.. . .!: ~..< ; 0 o!~ .:-- ':.':: ::,.: . _H.. '.._____ ~-.:.:-- ~~~~S~3~~,~).. . 'j' ;"T~T: ?-~r~.~/~~~.: ...... ..i..L~' .....~-.i.:i.-:.....-:..:..-....-.;-~-.;..:...:.: P.:.~'::"~~:.: ; . 1 . . i. -t~-;- f ~ ' ~ : ' . l : . ~ !.; :; . I ~ .: . :., I .:' ~-~, ~~: . I .. I !. :P..".'..i-: .... ..: .P.. ....... .... , . .. ,I i{l1. .." I . .... I. .. ,. ....1 .,. .........._..___..,...__._......... ... ........ .___..... ; ~~\\~~~:- ~~.... ~~~ ~ "C'_\'" <!=:~ ~ c::~ ~ .~t6..'k~.~~"I(\ <==\l~c.;..,. .... . ::~.~~' ..! .;.;). ..!;: ,. .' ,.r\.c...'ll...~ ': I ~~ : l.f' . :..~ '1; .; oil . . . ::: -..\~-S;:~"';-;::~~~6:~..J...: I " ;. !. .. .. :-:i,L:L~I: r--:='-:1:I~':~:-::.+" .-:--+cc; -:.I'''--j :.. ~. ~ i ! I I I ! I I I I . L <: I . , !.... . . ! ... ./ ... u...;..L. :. . .j ., .i I i I ! i I +. .....t i .. . ! i .-. ... " l ! j. r , . , " r ... [) 11 (] [1 [1 U [] (J \1 [J[ fl [ J IJ ! ) [ J lJ II II [) ~A. TABLE 8,3A-BOLT DESIGN VALVES (Z) for DOUBLE SHEAR (three member) CONNECnONSI,2 for sawn lumt!er with all members ofidentical species \.- THICKNESS ~~ 0,,0.67 Q"o.ss o~.so 0",0,49 0=0.46 RED OAK MIXED MAPLE DOUOLAS JIR- DOUOLAS FIR- DOUGLAS FIR (S) ;zffi Iz.l~ 0'; SOUTHERN PINB LARe LARCH(N) HBM-FlR (N) <~ ~~ 1tI< a ;:11,; ,; D ~~. Zu. Zm.1. ~~. Zu. Zm.L ~~, Z,l Znu. ~~, z".L Zml. ~~. Z.1. Zml. tm t. inches inches inches Ibs. Ibs, ~ Ibs. Ibs. Ibs. Ibs, Ibs, Ibs. Ibs. 112 ., 1410 ,j ,~60. 730 1150 800 550 1050 730 470 1030 720 460 970 680 420 5/8 1760 1310 810 .- 1440 1130 610 1310 1040 530 1290 1030 520 1210 940 470 1-1/2 1-1/2 3/4 2110 1690 890 1130 1330 660 1580 1170 590 1550 1130 560 1450 1040 520 7/8 2460 1920 960 2020 1440 120 1840 1260 630 1800 1210 600 1690 1100 550 1 2810 2040 1020 2310 1530 710 2100 l3:iO 680 2060 1290 650 1930 1200 600 112 1530 960 1120 1320 800 910 1230.' 730 ,790 1210 120 760 1160 680 700 518 2150 1310 1340 1870 1130 1020 1160. 1040 ; 8.80 1740 1030 860 1660 940 780 2-112 1-1/2 3/4 2890 1710 1480 2550 1330 1110 2400 1170. 980 2380 1130 940 2280 1040 860 7/8 3780 1920 1600 3360 1440 1200 3060 1260 1050 3010 1210 1010 2820 1100 920 1 4690 2040 1100 3840 1530 1280 3500 1350 1130 3440 1290 1080 3220 1200 1000 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 5/8 2150 1310 1510 1870 1130 1220 1760 1040 1050 1740 1030 1030 1660 940 940 3 1-1/2 3/4 2890 . 1710 1780 2550 1330 1330 2400 1170 1170 2380 1130 1130 2280 1040 1040 7/8 3780 1920 1920 3360 1440 1440 3180 1260 1260 3150 1210 1210 3030 1100 1100 1 4820 2040 2040 4310 1530 1530 4090 1350 1350 4050 1290 1290 3860 1200 1200 1/2 1530 960 1120 1320 800 ...9.!t0 1230 730 860 1210 720 850 1160 680 810 5/8 2150 1310 1510 ~j~7.9 ui3'o/ ',:1290\ 1160 1040 1190 1740 1030 1110 1660 940 1090 1-1/2 3/4 2890 1110 1980 2550 1330 .issO 2400 1170 1370 2380 1130 1310 2280 1040 1210 1'" '..0 718 3780 1920 2240 3360 1440 1680 3180 1260 1470 3150 1210 1410 3030 1100 1290 ., 3-117 1 4820 2040 2~80 14310 1530 1790 i 4090 1350 1580 14050 1290 1"10 3860 1200 1400 112 1660 1180 1180 1500 1040 1040 1430 970 970 1420 960 960 1370 920 920 :'3~.lii'; 5/8 2590 1770 1770 2340 1560 1420 2240 1410 1230 2220 1390 . 1200 2150 1290 1090 3/4 3730 2380 2070 3380 1910 1550 3220 1750 1370 3190 1100 1310 3090 1610 1210 7/8 5080 2820 2240 4600 2330 1680 4290 2130 1470 4210 2070 1410 3940 1960 1290 I 6560 3340 . 2380 5380 2780 1790 4900 2580 1580 4810 2520 1510 4'\10 2410 1400 5/8 2150 1310 1510 1870 1130 1290 1160 1040 1190 1140 1030 1170 1660 940 1110 1-1/2 3/4 2890 1110 1980 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 7/8 3780 1920 2520 3360 1440 2170 3180 1260 1890 3150 1210 1810 3030 1100 1650 --- _ 4-112 I 4820 2040 3060 4310 1530 2300 4090 1350 2030 4050 1290 1940 3860 1200 1800 5/8 2590 1110 1170 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 3/4 3130 2380 2480 3380 1910 1990 3220 1750 1760 3190 1700 1690 3090 1610 1550 7/8 5080 2820 2810 4600 2330 2170 4390 ~130 1890 4350 2070 1810 4130 1960 1650 I 6630 3340 3060 574027.80 2300 5330 2580 2030 5250 2520 1940 4990 2410 1800 ~ ~ 2150 1310 1510 1870 & 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 2890 1710 1980 2550 3 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 ~ 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 I 4820 2040 3120 4310 1530 2700 4090 1350 2480 4050 1290 2370 3860 1200 2200 .. - 5/8 2590 1110 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 - 3-1/2 3/4 3730 2380 2480 3380 1910 2180 3220 1750 2050 3190 1100 2020 3090 1610 1900 118 5080 2820 3290 4600 2330 2650 4390 2130 2310 4350 2070 2210 4130 1960 2020 I 6630 3340 3740 5740 2180 2810 5330 2580 2480 5250 2520 2370 4990 2410 2200 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1-1/2 3/4 2890 1770 1980 2550 1330 1690 2400 1110 1580 2380 1130 1550 2280 1040 1480 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 1-112 1 4820 2040 3120 4310 1530 2700 4090 1350 2530 4050 1290 2480 3860 1200 2390 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 3/4 3730 2380 2480 3380 1910 2180 3220 1750 2050 3190 1700 2020 3090 1610 1940 7/8 5080 2820 3290 4600 2330 2890 4390 2130 2720 4350 2070 2670 4130 1960 2560 1 6630 3340 4190 5140 2780 3680 5330 2580 3380 5250 2520 3230 4990 2410 3000 \'t~' I!ij' . .~"., {1\l , .. ~.. 1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all ~plicable adiustment factors (see Table 7.3.1). 2, Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 3) with a bending yield strength (Fyb) of 45,000 psi. :~'r ~~ dR JlA'~" :] o~ f] TABLE 8,2A-BOLT DESIGN VALVES (Z) for SINGLE SHEAR (two member) CONNECTIONSI,2 l for sawn lumber with both members otidentiall speci~ rl ,-. mICKNBSS 0=0.67 0=0.55 0=0.50 0=0,49 0=0.46 ~!D ~! RED OAK MIXED MAPLB DOUGLAS fIR. DOUGLAS FIR. DOUGLAS FIR (S) ~I ~ffi O. SOU11fBRN P!N~ LARCH LARCH (N) HEM-PlR (N) J:Q (I)~ Q ,/""" [] ~ D I~J~ ZsJ. Znu. I~J~ l..L ,iZw. ;'ZII Zu. Znu. I~~ Zu. Znu. I~J~ ZaJ. Znu. lm .. inches inches inches Ibs, Ibs. Ibs, :!Ibs. " Ibs, Ibs. Ibs. Ibs. Ibs. Ibs. Ibs, - 270 270 [] ....-. 320 320 ..'- ..-....... ~ , 1-~/2:. 380 380 , " ....._..:'"...... 420 420 480 480 (] 340 330 660 630 410 390 2c 1/2 890 720 520 450 960 800 550 .500 fJ 1020 870 600 5 480 ~60 340 380 660 710 470 440 890 800 520 500 [] 960 890 550 540 1020 910 600 600 560 340 400 760 410 490 fl. 1-1I~ 900 520 .550 I(-"~ 990 550 600 " :3- I~.\ . 1080 600 660 . "'.' ,. ~'.: 460 4 [)( 690 650 650 3-1/2 850 800 800 ..'"~ \ 1040 980 980 (~ 1190 1110 lll0 i> [ ) 590 470 560 1-1/2 720 520 670 790 550 730 4-112:' 860 600 800 i . . [ J 720 650 690 .; . 3~1/2 980 800 910 1130 980 1050 1250 1210 1170 I] 0 5 0 l-1q.. 520 740 550 860 600 940 [ I 850 loio 1540 970 7/8 1040 1220 2060 1130 1 1260 1340 2500 1250. 5/8 520 590 830 470 560 U 1-1/2 3/4 560 780 1140 520 740 7/8. 600 990 1520 550 950 7-1/2 1 650 1240 1930 600 1 90 518 690 720 1070 650 .690 Il 3-1/2 3/4 850 1010 1540 800 970 ~7/8> 1040 1340 2060 980 1280 1 1260 1510 2500 1210 1470 11 1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors (see Table 7.3.1). 2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 3) with a bending yield strength ~ II '-. . (Fyb) of 45,000 psi. I J 42 Bolts '~''''''''.''-'.'''''''."'"'''''~'''.'''''.''~''~'''''~'\~~.~'>f'~~$~~~~~~*~1~~1~\~~~i~~~~;$11N~1~t~Wt~\~:t~t';f.\'W~::{{''';~;{';r;2'~"YP~:?,:!:%i;):~{fA't::.f/f;J'i:':''\\~~0;:it n fl ~ fl []. [l [], fl' n~ nil [J 'v n u [J II [ J 1 J [ ) tJ II TABLE 7.3.1 - APPLICABILITY OF ADJUSTMENT FACTORS FOR CONNECTIONS Z 1 2 >0 3 I~d 3 m 3 3 3 ~B~ tJQl a~~ ~~~ S~ ~~ ~s~ I~ !~ oaf:) Ei~ .O:5~ S -cl ...l < ~ g ~~:l S:l J:lllli i~~ ~ ~:! ~1lIi ... Eo! ~ J:l - (c:i - (c,,) - BOLTS Z' .. (Z) (Co) (CJ (Ca) . . . . . LAG SCREWS W' .. (W) (Cn) (CM) (CJ . . . (C,,) . . . Z' .. (Z) (Cn) (CM) (CJ (c,,) (CA) (CcIl (Ce;> . . . SPIlT RING and SHBAll po .. (P) (Cn) (CM) (CJ ~~~ (CA) (Ceil . (C,t> . . PLATB CONNECTORS Q' .. (Q) (Co) (CM) (CJ ( ) (Ca) (Ceil . . . . WOOD SCREWS W' .. (W) (Co) (Cw (CJ . . . . . . . Z' .. (Z) (Cn) (~) (CJ . . (Ceil (C,J . , . NAlLS and SPOOlS IN' .. (W) (Cn) (~) (CJ . . . . . . ~~ Z' .. (Z) (CD) (Ct.t) (CJ . . (C<tJ (C,,,) . lCII) MBTAL PLATH CONNJ!Cl'ORS ' Z'.. (Z) (CD) (CM) (CJ . . . , . . . DRIFl' BOLTS and IN' .. (W) (Cn) (CM> (CJ . . . (c.,> . . . DlUFl' PINS Z' .. (Z) (Ct>) (CM> (CJ (<;) (CA) (Ceil . (c;~ . . . SPlKE GRIDS Z' .. (Z) (CD) (eM) (et> . (CA) . . . . . 1. The load duration t&ctor. Ct> lball not exceed 1.6 .tOr COMCK:tiODl (ICe 7.3.2), 2, The Wit MrViOll factor. CM. llhall not apply to toe-nailll loaded in withdrawal (100 12.2,3), . 3, Spellifig information conccnUng geometry facto... (CM' penetration depth fGtora (C~. end grain facto" (C~. metal side plate (acrorll (C.t>. diaphragnt facto.. (ClIl> and toe-nall facto.. (Cm) is providod in Pana vnr, IX. x. XI. XII and XlV of thiJ SpecificatiOll. 7.3-ADJUSTMENT OF DESIGN VALUES 7.3.1-Applicability of Adjustment Factors Nominal design values (Z. W) shall be multiplied by all applicable adjustment factors to determine al- lowable design values (Z" W). Table 7.3.1 specifies the adjustment factors which apply to nominal lateral design values (Z) and nominal withdrawal design val- ues. (W) for each fastener type. The actual load applied to a connection shall not exceed the allowable design value (Z', W) for the connection. 7.3.2-Load Duration Factor, CD Nominal design values shall be multiplied by the load duration factors. CD.5 1.6. specified in 2.3.2 and Appendix B. except when the capacity of the connec- tion is controlled by metal strength (see 7.2.3 and Appendix B.3). The impact load duration factor shall not apply to connections, 7.3.3-Wet Service Factor, CM Nominal design values are for connections in wood seasoned to a moisture content of 19% or less and used under continuously dry conditions. as in most covered structures, For connections in wood that is unseasoned or partially seasoned, or when connections are exposed to wet service conditions in use. nominal design values shall be multiplied by the wet service factors. eM, specified in Table 7.3.3. 28 Mechanical Connectiona 7.3.4-Temperature Factor, Ct Nominal design values shall be multiplied by the ~ following temperature &ctors. ~ for connections that ,~~ will experience sustained exposure to elevated tern- hi peratures up to ISOOf' (see Appendix C): TABLE 7.3.4-TEMPERATURE FACTORS, el, FOR CONNECTIONS 10 Service C. MoIsCure Condltlonsl T~100"F 100oF<T~1:1SoF 125-F<T::150oF Dry Wet 1.0 1.0 0.8 0.7 0.7 0.5 1. Wet BIId dry lervlce ,onditiona for COMeotiOlll arc .specified in 7.3.3. 7.3.5-Fire Retardant Treatment Allowable design values for connections in Iwnber and structural glued laminated timber pressure-treated with fire retardant chemicals sball be obtained from the company providing the treatment and redrying service (see 2,3.5), The impact load duration factor shall not apply to connections in wood pressure-treated with fire retardant chemicals (see Table 2.3.2). 7.3.6-Group Action Factor. C . I 7.3.6.1 Nominal lateral design values for split ring {i. connectors. shear plate connectors. bolts with D ~ 1". \to or lag screws in a row shall be multiplied by the -- following group action factor. Cs: 1"1 11 II[~ [l [J [J f] [J [1 I J~ll ,~ 11,..\, [1 [ J \1. 1 ] I] [I . I J . I;.'-;:~ I r - : II I ~~( TABLE 7.3.6A-GROUP ACI10N FACTORS, CgJ FOR BOLT OR LAG SCREW CONNECTIONS WITH WOOD SIDE MEMBERS2 For D ~ 1", s = 4", E = 1,400,000 psi Number of fasteners in a row .AJAm1 . AsI (D . . in2 2 4. 5 6 7 8 9 10 11 12 @ , ~. 5 0.98 0.84 0.75 0.68 0.61 0.55 0.50 0.45 0.41 0,38 12 0.99 0.96 0.92 0.87 0.81 0.76 0,70 0.65 0.61 0.57 0.53 0.5 20 0.99 0.98 0.95 0.91 0.87 0.83 0.78 0.74 0.70 0.66 0.62 28 1.00 0.98 0.96 0.93 0.90 0.81 0.83 0.19 0.76 0.72 0.69 40 1.00 0.99 0.97 0,95 0.93 0.90 0.87 0.84 0.81 0.78 0.75 64 1.00 0.99 0.98 0.97 0.95 0.93 0.91 0.89 0.87 0.84 0.82 5 1.00 0.97 0.91 0.85 0.78 0.71 0.64 0,59 0.54 0.49 0.45 12 1.00 0.99 0.96 0.93 0.88 0.84 0.79 0.74 0.70 0.65 0.61 1 20 1.00 0.99 0.98 0.95 0.92 0.89 0.86 ,0.82 0.78 0.75 0.71 28 1.00 0.99 0.98 0.97 0.94 0.92 0.89 '0.86 0,83 0.80 0.77 40 1.00 1.00 0.99 0.98 0.96 0.94 0.92 0,90 0.87 0.85 0.82 64 1.00 1.00 0.99 0.98 0.97 0.96 0.95 0,93 0.91 0.90 0.88 . 1. When AJAm ~ 1.0, use ArrI~s and use Am instead of As' 2. Tabulated ~up action factors (Cg) are conservalive for ~1 "'J~< 4" or E > 1,400,000 psi. ~:! 'Z c; I . oJf;: ~ ..'pl I TABLE 7.3.6B-GROUP ACTION FACTORS, CgJ FOR 4" SPLIT RING OR SHEAR PLATE CONNECTORS WITH WOOD SIDE MEMBERS2 For s = 9", E = 1,~,OOO psi Number of fasteners in a row AJAm1 AI s in2 2 3 4 5 6 7 8 9 10 11 12 . .. ... . 5 0.90 0.73 0.59 0.48 0.41 0.35 0.31 0.27 0.25 0,22 0.20 12 0.95 0.83 0.71 0.60 0.52 0.45 0.40 0.36 0.32 0.29 0.27 0.5 20 0.97 0.88 0,78 0.69 0,60 0.53 0.47 0.43 0.39 0,35 0.32 28 0.97 0.91 0.82 0.74 0,66 0,59 0.53 0.48 0.44 0.40 0.37 40 0.98 0.93 0.86 0.79 0,72 0.65 0.59 0.54 0.49 0,45 0.42 64 0.99 0.95 0.91 0.85 0.79 0.73 0.67 0.62 0.58 0.54 0.50 ... 5 1.00 0.87 0.12 0.59 0.50 0.43 0.38 0.34 0.30 0.28 0.25 12 1.00 0.93 0.83 0,72 0.63 0,55 0.48 0.43 0.39 0.36 0.33 1 20 1.00 0.95 0.88 0.79 0.71 0.63 0.57 0.51 0.46 0.42 0.39 28 1.00 0.97 0.91 0.83 0.76 0.69 0.62 0.57 0,52 0.47 0,44 40 1.00 0.98 0.93 0.87 0.81 0.75 0.69 0.~3 0,58 0.54 0,50 64 1.00 0.98 0.95 0,91 0.87 0.82 0.77 0.72 0,67 0.62 0.58 1. When AJAm > 1.0. use ArrlAs and use Am instead of As. 2. Tabulated group action factors (Cg) are conservative for 2-112" split ring connectors, 2-5/8" shear plate connectors, s < 9" or E > 1,400,000 psi. Mechanical Connections 31 I] II I J .. l . IL lL l]>. [ I ~-c~ TABLE 4-1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L6' AND MINIMUM CONCENTRATED LIVE LOADS (continued) OCCUPIli1CY or U.e Uniform Cone, paf (/IN/ma) lb(kN) Roofs 20 (0.96)h Ordinary flat, pitched, and curved roofs Roofs used for promenade purposes 60 (2.87) Roofs used Cor roof gardens or assembly purposes 100 (4,79) I Roofs used for other special purposes I Awnin: and clll10fies S (0.24) nonreduceable Fab construction supported by a lightweight rigid skeleton structure All other construction 20 (0.96) Primary roof members, exposed to B work Iloor 2.000 (8.9) Single panel point of lower chord ohoof trusses or any point along primary structurlll members supporting roofs over manufactunng, storage warehouses, and repair garages 300 (1.33) All other occupancies All roof sudaces subject to mainrenance workers 300 (1.33) Schools Clusrooms 40 (1.92) 1,000 (4.45) Corridors above first floor 80 (3.83) 1,000 (4,45) First-floor conidors 100 (4.79) 1,000 (4.45) Scuttles, skylight ribs, and accessible ceilings 200 (0,89 ) Sidewalks, vehicular driveways, and yards subject to trucking 250 (11.97)' . 8,000 (35.60)/ Stadiums and arenas 100 (4. 79)d Bleachers Fixed seats (Castened to floor) 60 (2,87)" SlIlirs and exil ways 100 (4.79) , One- and two-family residences only 40 (1.92) Storage areas above ceilings 20 (0,96) Storage warehouses (shall be designed for heavier loads if required for anticipated storage) 125 (6,00) Light Heavy 250 (11.97) Stores Retail 1,000 (4.4.5) Frrst floor 100 (4.79) Upper floors 75 (3.59) 1,000 (4.45) Wholesale, all floors 125 (6.00) 1,000 (4,45) Vehicle barriers See Section 4,4 WalkwiM and elevated platfoims (other than exit ways) (6012.87) Yards and ~, pedestrian (jOO)4,79) aFloors in garages or portions of a building used for the storage of motor vehicles shaIl be designed for the uniformly distributed live loads of Table 4-1 or the following concentrated load: (I) for garages restricted to passenger vehicles accommodating not more than nine passengers, 3,000 Ib (13,35 kN) acting on an area of 4.5 In. by 4.5 In, (114 mm by 114 mm) footprint of a jack; and (2) for mechanical parldng structures without slab or deck that are used for storing passenger car only. 2,250 lb (10 kN) per wheel. . bGarages accommodating trucks and buses shaIl be designed in accordance with an apprOved method, which contains provisions for truck and bus loadings. cThe loading applies to sUlck room floors !hat support nonmobile, double-faced library book stacks subject to the following limitations: (I) The nolnlnal book stack unit height shall not exceed 90 in. (2290 mm); (2) the nominal shelf depth shall not exceed 12 in, (305 mm) for each face; and (3) parallel rows of double-faced book stacks shall be separated by aisles not less than 36 in. (914 mm) wide. dIn addition to the vertical live loads, the design shaIl include horh:onial swaying forces ap~lied to each row of the seats as follows; 24 Ib per linear ft of scat applied in a direction parallel to each row of seats and 10 Ib per linear ft of seat applied 10 a direction perpendicular to each row of seats, The parallel and perpendicular horizontal swaying forces need not be applied simultaneously. . 'Other uniform loads in accordance with an approved method, which contains provisions for lruck loadings, shall also be considered where appropriate. /The concentrated wheel load shall be applied on an area of 4,5 in. by 4.5 in. (114 mm by 114 mm) footprint of II jack. 'Minimum concentrated load on stair treads (on area of 4ln.z (2,.580 mm2]) is 300 Ib (1.33 kN). "Where uniform roof live loads are reduced to less than 20 1bJft2 (0.96 kN/m1) in accordance with Section 4.9.1 and iIre applied to the design of structural I members lI1T8J1ged so as 10 create continuity, the reduced roofIlve load shall be applied to adjacent spans or to alternate spans, whlcheverproduces the greatest unfavorable effect. IRoofs used for other special purposes shalfbe designed for appropriate loads as approved by the authority having jurisdiction. . TABLE 4-2 LIVE LOAD ELEMENT FACTOR, KLL Element ., Ku!. Interior columns 4 Exlerior columns without cantilever slabs 4 Edge columns with cantilever slabs 3 Comer columns with cantilever slabs 2 Edge beams without cantilever slabs 2 Interior beams 2 All other members not identified 1 including: Edge beams with cantilever slabs Cantilever beams One-way slabs 1\vo-way slabs Members without provisions for contiouous shear transfer nonnalto their span aln lieu of the preceding values, KLL is pennitted to be calculated. 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J .:.'.--- .~::-.:~.- ~-~~~= ; , 'l}'-J"E:...i ;\...I .'~'b~ 11~~t. \ ~4Art~~.f?f ).t?i.'i'\'f~'f~f~.1 )-T' A).4~\~~t. i :-:..; ',' .;... . ...- ,'. :.....:.~ I' i 11 : ' I , ! 'I ...,,' I I I ,-., I .; , . . . ..,,' .....,..- _., II i'! I ! I ' : : I .11., Ii I r.. '1. ;.., ~....: .!.. . ...! :~--. ..:..n:~~_._:':: !. j Ii i. I ! I. ! .. . I -I -:-:- -.il'.' Hi--+-~~+ I ....-- , ,I ~: I ; I I ' I : I .. I I: I: . i . .;: .,. :_.1. 1'-.' :., 1.-. ..... ... :.~. :.. "-"'r: .1'.: I: .:: I ! : I I.: I .: 'I; 1:- :'1. .i"t,":.._';"r-~'-;-.l"c.------I--~..- -......--..-......... ! ! ~ I I ., Iii!' I I ;" ~. ,- - .' - n ! !' . , ! , , ., I ii' . ; I ,I . II i: : " I !: I Ji ! . I [: ; I: 11 !. i J I ;.1. . , : :.: i .. . . .. :'1 ... " ... ii, . I . I ! I .-.. - t.i-+_'_h_~.L-_.. ...,.-----.1-.. -~_.:.-L.._..:........_--..I'..ll.. .~..~.. .1..J ::. .1,.. , I J '~:" I', I l . ! ' r ;-!r-;-] ./. ~ /:'1 i;r-r:~ii-I-F'T IT:: 'i::;. ;-"I...._m_-- .. :1: ! I; . Jl:, I: : :i",.I[i: J.L1lf , ". .). i ,!;-..! Ii; . i: r :u ! . ;! . ! I' I : ! . I I : ". ... ..1,. .. . '.- ".J. . " . I " I :.. .. I . ! 1.1' , I. ! ... .._ I ~ I .. I. I [) , . n [] fl [] [1 [] lJ fl U [1 II I) U [ J l J U U [ J h;..... :D ~- SRS Engineering, Inc. Project: "'C:>';L'::.-~~ '-I,c;E:;.~ ~~"<Z~ EngIneer: G. G. G., Date: Sheet No: "A..o... . i I I l .. . .. !.. ~iH , o. J. I i I i .0 I i , .j .1 .. .. .....;.. I I ~.L_. I I I . ! ... ...1 ! ' '- . . : . \ I I I I ..j . .!. . . I n ' . f] L !] f) f] [] [] u n (J [] [ ] I] lJ [ ] Il [I II [ I. Project: "e::> ~ ~"'.::=> "--I ''e::>~ ~~\<... Engineer: GIG.G. Date: Sheet No: .Ar?.> o. ~ ~ J .. .. ; . I I , , . i " I , , _1__ _A'_f."~ i ' . J ~J [J [J [] rJ n [) u [J [ J !l [ I !J ! I [ ] ' ' II U I J ! I l . Project: "?.;>'~\....\-~ "',~~ ~'C. Engineer: C7. G. C~. Date: Sheet No: A-'A.- . .. . ~ i.. " .t... , . . I '" . ~ I . I I I- i i. j , : ~ ; .. : . i . . I : , . ; I ! Ii ..1 , !.....I ~.J . :, . ~ .: t ~ - ~.: : I.., 'I.. ~. 'r. I::.. ..1.'.11... ; '.n , J . r i. I " " . . I.......... I -.. . I' l I .!' I .; -.... " i ' .. " . ! . t. : .. I' i . I .. f I , '.. i- , ..;. .. ...-i. _L ! ' I' . , , I I . I . I i i -, _.n. .1. I..' '. , , I . I I , . I , I . L, --...-. ._. I ..- -. j i , ,- j . , ... I rJ .A~S I] M,AM..DDE tmiD BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUcr CONTROL DlVlSION . n r1 [] fl U [] n 1.1 rJ [) lJ lJ II II [ I U : l J I NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Ine. 1055 E. 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constmction materials. The documentation submitted has been.reviewed by Miami~Dade County Product Control Division and accepted by the Bo!U"d of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHl). . This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miaini Dade County) andlor the AHl (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance pUIposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and bas been designed to comply with tbe. Florida Building Code. including the High VeJ~city Hurricane Zone. . DESC~~ON: Serles NVJH, NVTPIH, NVSO and NVHC Wood Connectors, ApPROVAL DOCUMENT: Drawing No. NU-3, titled ''NVJH Joist Supports, NVTP & NVTPH Plate Ancbors, NVSO 23610ist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets I through 3 of 3, dated 07/10/03, with last revision # 3 dated 04/27/05, prepared by No-Vue Jndustries. !nc,. signed and sealed by Vipin N. Tolal, P.E.. bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city. state and following statement: "Miami-Dade County PrOduct Control Approvedll. unless othClWise noted herein. RENEWAL of this NOA shall be considered after a renewal application bas been filed and there has been no change in the applicable building code negatively affecting the porfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate tbis NOA. Failure to comply with any section oftbis NOA shall be cause for termination 'and removal ofNOA. ADVERTISEMENT: The NOA number preceded by tbe words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy oftbis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at tbe request of the Building Official. This NOA renews NOA # 05-0516.01 and consists of this page 1 and evidence page E-l, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P .E. MIAMI-DADE COUNTY, FLORIDA ME1RO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE l<i03 MIAMI, FLORIDA 33130-1563 (305) 375-2901 PAX (305) 372-6339 www,mafmidade.2ovlbulldinecode JLl. ~ . · j;PP"ROVED i NOA No. 08-0818.02 Expiration Date: January 1,2014 Approval Date: October 23, 2008 Page 1 i1 [] (1 [l [1 11 {] U f1 lJ n [ I r I II II I ) U lJ ..A.c:O Nu~ Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . A. DRAWINGS 1. Drawing No. NU-3, titled C'NVJH Joist Supports) NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger) ~HC 4~ & NVHC 43/2 Hurricane Clip", she~ts 1 through 3 of 3, dated 07/10/03, with last revision # 3 dated 04/27/05, prepared by Nu- Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P .E. "Submitted under NOA # 05-0516.01" B. TESTS Test reports onwood connectors per AS1M D176t" by Product Testing, Inc., signed and sealed by C. R. Caudel, P .E. Report No. Wood Connector Direction Date 1. PT # 03-4303 NVTP4 Upward 04/21/03 2. PT # 03-4343 NVTP4H Upward 05/05/03 3. PT # 03-4344 NVTP4 Upward 05/01/03 4. PT # 03-4345 NVTP4H Upward 05/02103 5. PT # 03-4349 NVS0236 Up & Down 05/19/03 6. PT # 03-4357 NVS0236 Up & Down OS/20/03 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 8. PT # 03-4385 NVJH26 Up & Down 05/30/03 9. PT# 03-4386 NVS023~ Up & Down 05/13/03 10, PT # 034387 NVJH28 Up & Down 05/30/03 "Submitted under NOA # 03-0730.03" C. CALCULATIONS . 1. Report of Design Capacities, dated 07/22/03, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P .E. ('Submitted under NOA # 03-0730.03" 2. Report of Design Capacities, dated 0713/05, sheets 1 through 5 oiS, prepared, signed and sealed by Vipin N. Tolat, P .E. "Submitted under NOA # 05-0516.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO), If) ~ ~~ CarlosM, Utrera,P,E. roduct Control Examiner NOA No. 08-0828.02 Expiration Date: January 1, 2.014 Approval Date: October 23, 2008 E-l i.1 [ I f] U II [J [) fl [ I n U n I fl I II [) II lJ U 11 Q) 0'1 :J o '-' CO ~ 11 r. Ul or ~ o z ~ c .. c:J ., ., III ~ A~(. , , , t: ::J n. ::> I II f1 fl 1] fl U rl [.J U t1 n [J ~~ .11 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3313lJ..J563 (305) 375-2901 FAX (30S) 372-6339 \VWW,miamldade.l!ovlbuildinl!code BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Inc. 1055 East 29th Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Division (In Miami Dade CoUnty) andlor the AlII (in areas other than Miami Dade County) reserve the right to have thiS" product or material tested for quality assurance purposes. If this product or material fails to perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to ~eet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. II I ) [I [ I DESCRIPTION: Series AD, NVSTA, NVHTA, NVTBJ, IKE, NVTT and NVHCw37 Wood Connectors MPROV AL DOCUMENT: Drawing No, NU-l, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu- Vue Industries, Inc.. signed and sealed by Vipin N. Tolat, P .R" bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfe~ance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an. endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply. with any section of this NOA shall be cause for tennination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then i~ shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tbe job site at the request of the Building Official. This NOA revises and renews NOA # 03..0224.10 and consists of this page 1 and evidence page B-1. as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P,E. u 11 II II 4rrJt NOA No. 08-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 Page 1 '-~;jj MIAMHlADE COUN. . r~~~~:{il'j~ll . iJ [J {J ~ Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (] [] !] U U t1 [] [l f) [ J [J U I] lJ l J [1 A. DRAWINGS 1. Drawing No. NU-l, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu-Vue Industries, !ne" signed and sealed by Vipin N. Tolat, P.E. B. TESTS Test reports on wood connectors per ASTM D1761-88 by Product Testing, Ine" signed and sealed by C, R. Caudel, P .E. Report No. Wood Connector Load Direction Date 1. OS-519SA AB-S Fl and F2 06/03/05 2. 05-5196A AB-7 Fl and F2 06/] 1105 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward, Ll and L2 03/20/06 6. 06-5622 IKE-2 Upward, L1 and L2 05/01/06 7. 04-4908 NVTI Upward andLl 07/21104 8. 03 -4631 NVTT Upward and LI 06/21104 9. 08--6711 NVHC-37 Upward, Ll and L2 03/14/08 C. CALCULATIONS 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E" Consulting Engineer, dated 03/20/08, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCQ). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. G. OTHER 1. Notice of Acceptance No. 03-0224.10, issued to Nu-Vue Industries, Inc., approved on 04/17/03 and expiring on OS/22/08. ~ 1'3 f)f Ca os ~ Utrera, P.E. Product Control Examiner NOA No. 0&-0325.0J Expiration Date: May 22, 2013 Approval Date: June 5, 2008 E-l ==-.--- . ~.] . . [J [1 [] [] [] (] [] II () (] 11 II ;lJ U U lJ U [J 50 I~@ I~~ 1-0 00 ~ ~ 8 ~ ~ li~ t &,P'!<A I ~ ij i ~ ~~ g: t t t I'll ~ t!-' 8'" 1."- I ~tP! U J.l .111 ~Hi r i-I i i . Ii H ii n i~ J~ ! l ~Il s + .. I.. wI ~s il -I ~ 1 ~I~ I t II II !l ~~ s ~I ~ ~ ~~. a I & t al i~ r~' I @I a 5l;: ..~ It ~I Ils t 1 ~ IH ~+ Ii il II~ p; ~ hR. al ~l ~ I ~ ~I ~ !i r t;~ 1. ii ~ ~ a' ! ~ ~~ '- b t I I [ ~ i 1 i ~ I~! u ~ ~ · w. " ;1 f. i i I! to i. i j 0'" l; it e- 1 ~ i I; il~ & . I ~ ~ !l ~ 8~ Il ~. 8 · ~ .. · .~ {> ( r ~ I g U ,{ ~ I I I ~ ~ ll.... l ~ 6 if ~ 6 [J 5\ n [J n [l [] rJ [J [] lJ IJ [ I ! ) I J [ J [J 1.1 \ ) U MIAMI'..DAD. . ~.,....,. ~ .. BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUCT CONTROL DnnSION MIAMI-DADE COUNTY, FLORIDA lvffiTR.O-DADB FLAGLER BUII.DINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-IS63 (305) 375-2901 FAX (305) 372.6339 www.miamidade,gov/buildin~code NOTICE OF ACCEPTANCE (NOA) Nu~Vue Industries, Inc. 1053~1059 East 29 Street IDaleab, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID), This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU-2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH. NVRT and NVTIr', dated 02/13/03, with last revision on 07/19/06, prepared by Nu-Vue Industries, !nc" signed'and sealed by Vipin N. Tolat, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami-Dade County . Product Control Division, MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami-Dade County Product Control Approved". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting.the perfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal ofNOA. ADVERTISEMENT: The NOA number p~eceded by. the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0701.04 and consists of this page 1 and evidence pages EI and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 .~~~l?&" ) n IJ [] [] 11 [] [] U u n ! 1 [) I J [1 [ I l ) [ 1 ; I J D. 5~ Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' A. DRAWINGS 1. Drawing No. NU-2, sheets 1 through 4, titled "NVT A and NVT AS, NVBH 24 and NVUH, NVRT and NVTIf', dated 02/13/03 with last revision on 07/19/06, prepared by Nu- Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P .E. "Submitted under NOA No. 05-0701.04" B. TEST Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, J,l.E. Report No. Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVfA Upward 11/07/02 3. PT 02-4074 NVTA Upward 11/06/02 4. PT 02-3938 NVfA Upward 08/06/02 S. PT03-4177 NVRT36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 03-4271 NVRT36-T . Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03127/03 9. PT 02-4095 NVUH26 Up & Downward 01/17/03 10. PT 02-4096 NVBH24 . Up &Downward 12/03/02 11, 31-22456.0002 NVfA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTII24 Upward ParalleIIPerpendicular 04/15/04 13. PT 04-5036. NVTH24 Upward Load 12/ 10/04 C. CALCULATIONS Report of Design Capacities prepared byV. N. Tolat, P.E. 1. 2. 3. 4. 5. Product Model No. ofPae:es NVBM24 7 through 8 NVRT 9 through 14 NVTA&NVTAS 1 through 6 NVTA&NVTAS 1 through 14 NVRT 15 through 15 "Submitted under NOA No, 04-1102.01" Date 05/05/03 05/05/03 OS/05/03 02/06/03 07/07/03 Sie:nature V, N. Tolai, P.E V. N. Tolat, P.E. V. N. Tolat, P,E. V, N. Tolat, P,E, V. N. Tolat, P.B. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 1::fB.:.~P.& Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21,2013 Approval Date: May 22, 2008 E - J !l ' '. [ ) [1 n (] {) U u n u rJ !l I] ! J U I ] ( I l.l ilJ I .5~ Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERlAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P ,E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu-Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E, "Submitted under NOA No. 04-1202.01" G, OTHER 1. Notice of Acceptance No. 08-0326,11, issued to Nu-Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. Carlos M, Utrera, P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 2Z, 2008 E-2 1) [] !] [) fJ I) [J (] U u n 11 I) [ J II U II II U ~i~ ~:Jr;; III · S'i% 5." ~ -i U::I S!l~ dl ~rI !h .!! II z 0 c: ~ 1 "" ~ i ! ... > ~ ~ -I - if ~ &: I" a Ii ~ il -s: :II III ...Ii~ JI I S !!Ji ~ l'I ~ !lli' ~H! ~ ,....~ PPjO~ ::I p.I~U1 ~~~B r.I iilll",:r .","':"jf r ~ i f { ri!.!lii II " i i ! II. " l!' /I' Z PI" ~ 9. .. it ~ ::I i !t- i f t l,.l-t ,.. a g ~ g. 0 II g 3 ~ ~ "II [ :I ! 1 ... !I i l i ( I '" , iI ~ J ji~ ; ! r; f ...\ hI r t 1& f ~~ n:. t a.i.. f lff~ f og I !t- "!I'll . At g, I i'i "( t f f C>i" ...ft ~lf ,.. ;~I I~ I il; i 3..!I' II" I f r( ;I" :I -!!l. tl~ I 5< -<: . i,., f 8 9.ijlf j 711 f. , t g~r'~ lIlt:i!llZ a p~ j!.;..a ;l ~> ~ i.:-t ~~"J~ ,. IJ ~ l ... c .1 < c (1) Z ;W @' c [Ii' + T~T:T:T' III \_.~-....~-"'(~ =. 'j;;; -8 ... 8 il \; ~ - -" ~:J '" N N ... 0> N "'00 t.I ~ N 0 .....S' & '" ... % z z ~ ~ z i ~ ~ ~ ~ ~ ;' i' ~ ~ i$ c;; ~ lJ: l!l ~ &' z ~ :.: ~ c ~ ~ ~ :.: ~ ~ <g -t ... ::!I Q .... e.- tA t.) ~ ~ ; ~ ClJ 0 ... % i ~ ~ ~ ~ ~ ~ I ;' ~ i' CD 81 ~ l:l 13 ... ... ~ ~ ~ ~ ... ... ... ... ... ... NO.o ~ . :I:Z ~ ~ 2.. ~ ===F= . ; ~+ 0 0 0 Q I==f:::;: On W . . 5" OJ:... - ... t.S.;- . -l ... 9 .: ;;; Q 01 ~ ~ ~e 6' ~ i ii, "...e.. ~[ ill S' ~ ~~ ~G' 1:: ...~~ ~!. [~ ",1Ill.;J &13.. ... \" ~ ~~ ~ r\ ~ fRb ....\ ijll~[8. :If; lZ~ sA. r- c;; - ........~ t.) ~'S: i z '1l q ~ O[ i' .~~ ;;; i3 ... :z: &' ~ t . C -I 'i ~ Ii' ~[ l)Z o~ P Q fo g ~ ~i ~; E 3'" ;] 5' g. g: g- 00" f~ a'z 2 ~ ~p :Jr; ~ a =l t~ -""'t ~ / o III Y' ~f ~ I~ q~ ~ \f! ~~ /1 " ....4 ... 0'1 (PI ".. '" ClI oj co gJ a.c ;;; ~ m ~ ....3 ... lr c .....'R :s rJ !] [] [) [] !l tJ lJ n [) fl f1 II U [ I U II [J 20 II CODES Code Reference Column In Load Tables The alpha-numeric "Code Reference numbers. that appear In the .Code Reference" column In load tables throughout this catalog are Intended to Identify products listed In evaluation agency reports, typically called "code reports", and the specific reports that cover them, The letter designates which evaluation agency from which the report was obtained. The Code reference column. u~ed In conjunction with the chart at right, Indicates which codellsllng applies to a product. The reference numbers also clearly Identify: . Products submitted for evaluation report listIng (160) . Products with no evaluation report listing (170) . Products not submitted because they have no load rating and an evaluation report listing Is not necessary (180) . Products that meet prescriptive or conventional construction code requirements (190) Where a model has been submitted for listing (160) or does not have an evaluation report listing (170), SImpson Strong-Tie can supply complete test data to support our published loads, Please contact us for a copy of our product test documentation at (800) 999.5099. Product acCeptance may be obtaIned through the Alternate Methods and Materials section ot the applicable buildIng code. Some loads and applications may not be covered In the code report and specific reductions and restrictions may be required by other product evaluallon agencies. VIsit www,slronglls.comorvlslt the product evaluallon agencies' web sites tor the current evaluation reports_ Simpson Strong-Tle- connectors are recognized by most product evaluation agencies. Agencies that recognIze some or all of our products Include IGG-ES (formerly ICBO, BOCA. SBCCI); IAPMO ES; the City of Los Angeles. California; and State of Florida. Multiple types of IOC-ES evaluatIon reports are shown In the Gode Reference Key Ghart. ICC.ES NER, IGC-ES ER, and IGC-ES ESR reports are referred to as Legacy Reports and haVe been obtained over the years to verify that Simpson Strong-Tie products are In compliance with the code. These legacy reports were evaluated under the 1997 UBC andlor the 2000 IBG codes. In order to obtain evaluation for the newer I-codes, manufacturers must submIt for ICG-ES ESR reports, Simpson Strong-Tie currently maintains nearly 40 ICC-ES "ESR" reports e\7aluated to the 2006/2009 IBG and IRC, We continue to submIt product Information to ICC-ES In order to receIve additional reports In compliance with these codes. To help understand which of our stamped and welded connector products are listed In an ESR report, we have obtained an ICC-ES Index evaluation services report, IGC-ES ESR-2523, for these products, ThIs report Is a relerence document to other ESR reports held by Simpson Strang-Tie and will be updated frequently by ICG-ES as new stamped and welded connector evaluation services reports are Issued or converted, Please visit www,strongtfe.comforthe latest Information or contact IGC Evaluation Services at www.lcc-fls.org. IAPMO Evaluation Service has been evaluating products for over 80 years and has the same ANSI accreditation as IGC Evaluallon ServIces for evaluating structural building products to the buildIng codes, IAPMO ES began evaluallng structural building products In 2004, utilizing licensed structural engineers to perform quality reviews, and currently are revIewing many other manufacturers' products. Please visit www.slrongtffl.comforthe latest Information or contad IAPMO Evaluation Services at www.lapmofls,org. In November 2007 the Department of State ArchItecture, California, Issued a revised IR 23-1. The Revised Interpretation of Regulation addresses and clarifies Issues relallng to Pre-fabricated Wood Construction Connectors, IR 23-1 defines the Purpose and Scope and clarifies listing Requirements, Acceptable load CapacIties, Design Requirements, Installation Requirements and Connector Fabrication which addresses corrosion resistant material andlor coatings, Please contact the DSA at www.dsB.dgs.ca.gov/Publlcallons/d/Jfaull.hlmfor more Information, On October 1, 2003, the State of Florida's Statewide Product Approval System became effective. The purpose of this system Is to provide a single product evaluation and approval system that applies statewide to operate In coordination with the florida Building Code. This florida product evaluation and approval system Is governed by florida Statutes, Chapter 553, Section 553,842. Since thIs law specifies that the product approval system Is to apply statewide, Notice of Acceptance are no longer necessary where a product has a statewide approval tllat Is applicable In the High Velocity Hurricane Zone (HVHZ) and Is Installed In accordance with Its conditions of use. CODE REFERENCE KEY CHART AGENCY CODE COllE LISTING REr ERt211 IL1 ER4935 IL2 ER5313 IL3 ER5349 IL4 ER5357 IL5 ER5655 IL6 ER5672 ILl ICC.ES ER5708 IL8 LEGACY ER5709 IL9 REPORTS ER5952 IU1 NER209 IL12 NER393 IU3 NER413 IL14 NER432 IL15 NER443 IU6 NER499 IL18 NER694 IU9 . ~~B'1elS6 ~ (1 E~8~~~d:l. ' 12 ~S'riH6i2. ,.15 ~~~:i1.b~; .t4 ..~S~"~ZaG' ,if .... .'.' 'fsM3iJd .J f R~~549. .~ ........... . ~M~~M.f: ..i6. ..: E$F\.1~~2 ,'iii .~".....,... no , ~~~m~ E'$R~S54 111' .. ~~~~~60r .)W : itic-as 'E~il E~f\.260:S :. .nt. .~#R..:~~9.~ . ;11f' " .... . ~Sf}1~O.1 ;:il~: .... '.< ~$iJ.;26oil ",1.~' .. ..~";' t3< .Jl! tR.~.., ..' ~aii;~ilf~ . '.,'M. Esi'i-~61S iHl; ..:. ~M'~~1K .'12Q --.' '.', <': -" ~. .121, .. E~Ei.2877: :~M-i5:5.( "iii~ " E.S~~26,:1t ..l2~ .E~~;~~1& :' :'124 .. .. . ~S.R'2~.Q: :J2.~: ER-112 IP1 lAPMO ER-130 IP2 ESER ER.143 IP3 ER-192 IP4 Submllled Call us for for LIsting Status and t60 Test Data No Code Call ustor t70 LIsting Test Data No Load - t80 Rating Prescrlpllve - 190 Code -ss -- .. e , CODE I CODE AGE,.JCY , L1SmlG ' REF. Cllyof Los Angeles, California RR 25711 l1 RR 25712 L2 RR 25713 L3 RR 25714 Lot RR 25716 l5 RR 25718 L6 RR 25719 l7 RR 25720 la RR 25725 L9 RR 25726 L10 RR 25800 L11 RR 25801 112 RR 25802 L13 RR 25803 L14 RR 25804 L15 RR 25806 U6 RR 25807 L17 RR 25814 l18 RR 25818 119 RR 25827 L20 RR 25828 L21 RR 25851 l22 . si~teo' . ; .F.liir1da ". co ~ '" l!! '"' ii2 a.. d 3 ~ if ::ii <:> <.> ~ '" '" <:> ~ '"' <:> C4 Q, ::;; v.; ~ o co <:' u · Because code reports can be Issued throughout the year, we encourage the user 10 visit www,slron/1I1B.CDm, WWW./CC-8S,DTIJ, WWW./adbs.DTIJ, www.dsB.dI/s.C8.l1ov,and wWlv,f1DrldabulldlnI/.org for the most current Information, call Simpson Slrong-Tle aI800-999-5099, or conlacl the code agency directly. ~] [1 [l [] rJ [] fJ lJ t1 rJ [] [) ~ "" Ii U 12 a. U ;;!; >- ~ "- ::;; 1.1 0 .. w i7 '" '" 0 IX: .... '" II '" 0 '" "- ::;; in ~ ~ 0 IJ ~ 0 [I U lJ I - AC/ACE/LPCZ/LCE Post Caps ;:'.I>>Il.iji" ,,'.-;...; ';' ~l:','\~'; .. I . . . . ", 'I";"" ...., 'i-. 1'-. ," The lCE4's universal design provides high capacity while eliminatIng tile need for rights and lens~ For use with 4x or 6x lumber, lPCZ-AilJustable design allows greater connecllon versatility. MATERIAL: lCE4-20 gauge; AC, ACE,lPG4Z-18 gauge; lPC6Z-16 gauge FINISH: Galvanized, Some products available In ZMAX8 coating and stainless steel; see Corrosion Information, page 18-19. INSTALLATION: . Use all specified fasteners, See General Notes, . Install all models In paIrs. lPCZ-2W beams may be used If 1 Odx1 W nails are substituted for 10d commons, CODES: See page 20 for Code Reference Key Chart. . TIllIS, producIs ani avallabl, wlYh arJdl/lonal corrosion prolecllon. Addl/lonal products on Ihls page mayalso be available with Ihls option, chICk wIth Simpson Slrong'TI8 for delaDs. .. ThBS~ producls ara approV8d for Ins/allalion W/lh ths Slroll{l-Or/ve SO Structural- ,.. Conneclor screw. 88e pe{/8 30 for Ihs corrcGI subslitullon snd SO screw slz8. ~:~l Illmenslo~ Tolal No, Allowa~1e loads Coda f.,le~er. (160)1 Ref. W. :'L. ~eani Posl Uplill Lateral AC4 (MInI 3tl. 6li 8-16<1 8-16d 1430 715 112, l4, F11 AC4 (MaxI 3tl. 6li 14-16d 14-16d 2500 1070 .NWl Mlo 4 7 6-16d 8-16d 1430 715 112, F11 . AC4A MaxI. 4 7 14-16<1 14-16d 2500 1070 ACE4 MinI - 4li 6-16d 6-16d .1070 715 112,l4,F11 ACE4 Max' - 4li 10:1lid 1o-16d 1785 1070 ,( r.F4 - 5% 14-161:1 Cfo-16i1":l 1905' 1425 IPl l1B(P.15_\160 :AC61Mlnl 5th 8',1 6:uid 8"'6d 1430. 715 - AC6IMaxl .5% i1t,4 I 04;tSd) (f.l.111d) 250ll 1070 112,l4@) AC6R :Mln 6 9 6-161:1 H6d 143ll 715 112, F11 AC6R Max 6 9 14-16d 14-16d 2500 1070 ACES. Mlnl - 6li 6-16d 6.16d 107ll 715 . ACE6 May' 6li '0-1611 lo-16d 1785 1070 112,l4€) lPG4Z 3". 3',1 6-1M 8.1Od 760 325 (lPG6l) 511. 5li 8-10d) 8-1Od> 915 490 . .. . . I . . . . . " Allowable loads havs been i1creased lor wind or earlhquake with no lurlher Incroasa slowed; reduce whers other loads QOV8m, 2, loads apply only when used In palm, 3, lPCZ laleral load Is In the dlnlcUon parallel to Ihe beam. 5c:o 'j'I".-;; _. ;-..!.' ".' ':-".! -~.<!: EIIIEI - e f All r II ~1d'1 TyplcallCE4 Corner Inslallation (Sss nots 7) 4, MIIII nailIng quantity and load values-iil all round holes; MAX nailing quanmles and load valuas-liU round and ltlangle holes, 5. Uplillloads do not apply to splice conditions. 6. Spliced conditions must be detailed by the Designer to !ransler tension loads betwetn spliced members by means other than the post cap. 7. lGE4 upllllload lor mllered COlll8r conditionS Is 985 Ibs, (DF/SP) or 845Ibs. (SPF). 8. StrucllJral composllelumber columns have sides that show either the wide face or the edges of the lumber strands! veneers. Values In the tables reflecllnslalla1ion Inlo Ihe wide face. See technical bulletin T-SCLGOLUMN lor values on Ihe narrow face {edge} (see page 215 tor detallsl. 9, NAilS: 16<1 ~ 0.162 dla,x3li'loog, 10d g O,148'dla.x 3' long. SBB pagB 24-25 for other naY sizes aod Informatlon. PC/EPC Pnst Caps PC and EPC caps provide a custom connection for post-beam combInations al medium daslgn loads, MATERIAL: PG-12 gauge; PC-16-16 gauge FINISH: Galvanized. Some products available In ZMAX coating; see Corrosion Information, page 18-19. INSTALLATION: . Use all specIfied fasteners; sea General Notes. . Do not Install bolls Into pilot holes, OPTIONS:. For end conditions, specify EPG post caps, providing dimensions are In accordance with table; see llIuslratlon, . Some PC and EPC models are available In rough sizes. . For heavy duty applications, see CG and CCO series, CODES: See page 20 for Code Reference Key Chart, F1aroe . These producls are avaIlable wllh add/llonal corrosIon protrJGllon. Additional producls on Ihls pa(J/J may elso b~ available with !hIs option, ch,ck with Simpson Strong.no for de/ails. ... ThIlSB producls are approved for Installation with Iha Strong-Drive SO SlrUGIUral. r Connec/or straw, See pags 30 for the corrOGt subslltutlon and SD scrow size. . , Dlmensloos Fa$leneri'&!c~ Sldo Allowable ~oad. Modll MIn. Su.rociii Upllll PC/EPC .lale,a'" Code No, Posl \Ill W2 II l2 l3 Beam Beam PC EPC ReI. SlZii Post Flange Flange (1601 Flange PC EPC (16~) (160) PC44-16 4x4 3%l 3~. 2~ 11 7~. 4-16d 6-16d 4-16<1 1000 925 1000 PC44 4x4 30/.. 3~. 2% 11 7~. 4-16d 6-16d 4-16d 1700 925 1070 PC46-16 4x6 3%. 5li 2% 13 91A 4-16<1 6-16d 4-16d 1000 925 1000 PC46 4x6 3",. 5li 2~ 13 914 4-1M 6-16d 4.16d 1700. 925 1070 PC48-16 4xl1 30/,. 7li ~ 15 1114 4-16d 6-16d 6-16<1 1000 1475 1285 PC48 4xl1 30/.. 7li 2% 15 1114 4-16d 8-16d 6-16<1 1700 2075 1610 112, PC64.16 4x6 5li 3tf. W.. 11 7% 4-16d 6-16d 4-16d 1000 . 925 1000 I!C64. 4K6 5li 3tf. 4%. 11 7% 4-16<1 6-16d 4-16d 1700 92S 1070 l4, Fl1 PC66-16 6K6 5li 5~ 40/.. 13 914 4-16d 6-16d 6-16d 1000 925 1285 PC66 6x6 5li 5~ 4~ 13 914 4-16d 6-16d 6-16d 1700 92S 1610 PG68 6x8 Sli 7~ 4%. 15 1114 4-16d 8-16d 6-16d 1700 2075 1610 PG84 4x8 7li 3~. 6~. 11 7% 4-16d 6-161:1 6-16d 1700 925 1610 PC66 Ilx8. 7\i 5~ 6%. 13 914 4-16d 6.16d 6-16d 1700 925 1610 PG88 6x8 7\i 7li 6%l 15 1114 4.16d 8.16d 6-16d 1700 2075 1610 . . . . Typical EPC End Post Cap Installallon " Allowable loada hav8 beeo Increased for wind or earthquake with no further locrease allowed; reduce where other loads govern, 2. lateral loads are In the direclfon parallel to Ihe beam. 3. Allowable loads ara for nails only. 4, Uplilt loads do not apply 10 splice conditions. 5. SpRcell conditions must ba detailed by the Designer to traosfer lenslon loads betweeo spliced members by means other Ihan ths post cap. 6. Structural composite lumber columns have sldas that show either Ihe wlde face or the edges of the lumber strands! veneelS. values In the lables ratlect Installalfon 1010 lI1e wIde facs, See techolcal bulletin T-SClCOLUMN for values on lI1e narrow face (edge) (soe page 215 forde/ails). 7, NAllS: 16d ~ 0,162' dla. x 3li' loog. Sea page 24-25 for other nail sizes and Information. 65 [ ) II rJ rI II l!l II I ~ f] I [J I tIll [ ] fl [) r ) ( i 1) I. I ) I ] I I I U 72 \ J LUCZ concealed lIanue hanger available for 2x6, 2x8, 2x10 and 2x12 lumber. Ideal for end of ledgerl header or post conditions, \he LUCZ also provldes cleaner lines for exposed condItions such a~ overhead decks. See Hanger tables on pages 74-80. See Hanger OptIons on pages 200-202 for hanger modifications, which may result In reduced loads, LU-Value engineered for strength and economy. Preclslon-formecJ-:-englneered for Installatlon.ease and design value. U-The standard U hanger provides flexibility of Joist to header Installation, Versatile fastener seleclfon with tesled allowable loads, HUIHUG-Mosl models have triangle and round holes, To achieve maximum roadSi' fill both round and triangle holes with common nails. hese heavy-duty connectors are designed for schools and other structures requiring additional strenglh. longevity and safety factors, MATERIAL: See tables on pages 74-80, FINISH: Galvanized. Some products available In ZMAXS coating, INSTALLATION: . Use all specified fasteners. See General Notes, . HutHUlr-ean be Installed fillina round holes only, or filling round and trfangle holes for maximum values. . Joists sloped up 10 %:12 achIeve table loads. . For Inslallations to masonry or concrete see paae 156. . HUlHUC hangers can be welded to a steel member. Allowable loads are Ihelesser of the values In the Hanger tables on paaes 74-80 or the weld capacity - refer to technical bulletin T-HUHUC-W (see page 214 for details). OPTIONS:. HU hangers available wllh the header flanges turned In for 20/,,' width and larger, wllh no load reduction-order HUe IIanger. . See Hanger Options on pages 200-202 tor sloplld andlor skewed LIIHU models, and HUC (concealed flanDo) models, . HU only-rough beam sizes available by special order. . See page 80 for stocked II hanger rough slzas tables, . Also see LUS and HUS series. s\' Em&I - .. ': .~~ ~~.~ . ,. '1~r- '.:'.' r /' ~;i ~i; .~.;. ,:~' .:~ ~~; ?~:: ~ ,;. . rz: < ... ~~ HU214 Projection seat on most models for maximum bearing and secllon economy. ,- : l:. ,-' .ct '., ,-, " '.,:) :~ :;~ r~~l 1~ LU28 (except LU Roughs) LUC21DZ U21D (LUC26Z SImilar) HUC412 Concealed Flanges \Wi . ~'\) 1,.'",','1',1 j' .",,\) ~"Il\ 'ili!)., ;i~ l~li1',; :~.\\'! . 11 \11 -i\\\i Model configurations may differ from thl1S8 shown, Some HU models do not have triangle holes. Contact SImpson Strong.Tio. Typical LUCZ Inslallallon \. :i!i:Y" i. ~!&, J'" Ji "ft/;-H . . :~\::;li!! . ,", ' . i~\\\.\\~\<< ,.I'I\'\l' ,:~<(X} !Y.I.~...l",I.(, iJ!('\\\ ,:I\N;\~\'\ Typical HII Inslallallon Typical LU28 Inslallatlon Hue Q /leavv DulV Joist /lallgers TIle HUCO serles are heavy duty Joist hangers that Incorporate Simpson Slrong-lle" Slrona-Orive~ wood screws (50S), Designed and lesled for Installation at \he end of a beam or on a post, they provide a strong connecllon with fewer fasleners than nailed hangers, See page 107 for structural composite lumber hanaers. MATERIAL: 14 gauge FINISH: Galvanized INSTALLATION: . Use all sptclfled fasteners, See General Notes. . Install Simpson Strong-lle 50S %"x2W wood screws, which are provlded,ln all round holes. (Lag screws will not achIeve the same load.) . For use on solid sawn wood membars, OP1l0NS:' These hangers cannot be modified, Typical HUCQ Inslallatlon TypIcal HUeQ Installation CODES: See page 20 for Code Reference Key Chart, on a Posl on a 8eam . ThBSBllroducts are ava/labia with additional wrros/on IIroteellon. Additlonalllroducts on Ihls page mayalso be available with this option, check with Slmp.on Slrong-1/a for detail.. Dimensions Fasleners Allowable Loads Model No. .'.''.:..,.:. : ..... ~,F~P, .c .. .. SPF/HF Code W H 8 Face Jolsl . ~ Uft\llt:' .:n~;r; .'$Ii.~w' .,.Adt.'. Upllll Floor Snow Raol Ref, ., ( ~Ol.". ,n'Sh '. 125), (160) (1001 (115) (125) HUCQ310-S08 2~1 9 3 8-S0S I4'x2W 4-S0S 'A'x2'h' 1370 3120 3590 3~00 985 2245 2585 2810 HUC021 0-2-808 3',1 9 3 12-!:.n<l1,1;'v?'h' 6-S0S Wx2W 2510 4680 4955 4955 1805 3370 3570 3570 ifuCQ410-SQS> 3Y16 9 3 ~12-S08 Wx2W 6-80S %"x2~:" .:.~~10" ..4680 '4955. '."9~~ (1805') 0370) 3570 3570 HUC0412-S08 3Y16 11 3 14-808 Wx2W 6-S0S 'A'x2W >'UtO'::. . \5460. : ..6560 .'GS60. 1805 3930 <4005 4005 @) HUCQ210-3-S08 4~ 9 3 12-808 'A'x2'h" 6-80S \4'X2'h' 2510 .4680 4955 4955 1805 3370 3570 3570 HUCQ610~SOS 5'h 9 3 12-808 Wx2'h" 6-S08 'A'x2'h' ';~S2G:: ~6ao.. SaBa:: ..G~I$ 1815 3370 3875 <41t5 HUCQ612-S08 5'h 11 3 14-808 'A'x2W 6-80S Wx2W ..2$~~'.: '531$.., ,..6~1$.: ,~~:mi' 1815 3825 3825 3825 . . . . . . . 1, Uplift loads haw bsen Increas6ll for wind or earthquake loading. Reduce where other loads goI/orn, 2 See page 107 for addl1lonalsnglneered wood products sizes, I' .,; II i!"~'J WIJ..I 'I.'!..:. ji '.11i Ifl~fj Wpll, : . rj,l:[fl~ . N.'~. ~'\i!i... .., "..;/J #../1: q .I\'\\\~\:i '. '. , II, '.. I I} .. -. 11\1\,\([11 ", LfJ JI\~1 '~ij.... i ~;\~ I:\\;\i \\~\\~I . . . ,\ 1 ~, nc(~;i..,! ~ ~ z a: .. ..; '"' ... z tE ::! 8 .... ;;: '" :z <> !;; Z o '" ~ u; C> '" o C> <1' u 3. Structural compostte lumbar col~mns have sides thaI show either the wide facs or tho edges 01 the lumber strandslvenssls, values In the tables rellecllnstallatlon Into the wIde faco. Sos technical bullelin T.SGLCOLUMN lor values on the nmow face (edge) (S88 page 215 fordelaUs), > f] n 11 n [] [) n n n 11 u ! ) ~ c ~ 11 :z: a: a.. ~ > z ~ ~ 11 c <.> w Ii' (!J :z: c ~ '" U :z: ~ ... :s Iii a '" flI I ] ~ [ I l.J II '~'lfr H, ..'l!>~?'-' ....,.;.tj';:'{ j .~/. . .; LTT/HTT TellslOn TIes TensIon lies offer a solullon for resIsting tensIon loads that Is fastened with nails. The entire line of tension ties has been tested and evaluated to the reqUirements of AC155. . The HTT4 and HTT5 are the latest generallon 01 tension tIes. They feature an opllmlzed nailing pattern whIch results In better performance with less deflecllon. Designed to meet new code standards, the HTT4 and HTT5 offer higher loads than their predecessors. The LTT19 LIght Tension Tie Is designed for 2x lolsts or purllns and the LTT20B Is for nall- or bolt-on applications. The 3' nail spacing makes the LTT20B suitable for wood I'Jo]sts with 10dx1~. The LTTI31Is designed for wood chord open web truss attachments to concrete or masonry walls and may also be Installed vertically on a mInImum 2x6 stud. MATERIAL: See table FINISH: GalvanIzed. May be ordered HDG; contact SImpson Strong-Tie. INSTALLATION: . Use all spec/fled fasteners. See General Notes. . For use In vertical and horizontal appllcal1ons. . To tie multiple 2X members together, the Designer must determine the fasteners required to JoIn members without splitlfng the wood, . The Designer shall specify anchor bolt type, length and embedment. See SB and S8TB anchor bolts on pages 36-40. CODES: See page 20 for Code Reference Key Chart, 1l\.' S'"e:, EJEmI - .. if Q: a ; R<>> ;;t ~ i ~ II fp 4;~ \,,'. Load <:~ transfer II.'. prate 1 ,:; washer I,:" mrt . ; i; required 6~ ' tl~I~' LTTl31 . Then prodlJ(;ts are available with additional corrosIon protection. Additional products on .. These products are approved for Installation with the Strong-DrivtJ SO Structural- this page mayalso be avallabl8 wirh thIs opt/on, check with Simpson Strong"71e for details. ,. Connector screw. See page 30 tor the correct subs/nutlon and SO screw size. For tensIon ties, per ASTM test standards, anchor bolt nut should ba finger-tight plus ~ to 'h turn with a hand wrench, with consIderatIon given to possible future wood shrinkage. Gara should be takan to not over-torque the nut, Impact wrenches should not be used. Modlii .Mat.8tlalIGlI} Dlnienslllns Seat Fils.!_n.rs . Allowable T81111011 Ludl111101 Deflecllon Coda Thick. al HIghest ~N8. Strap Plate w. L i lie" Anchor BoU. F~lleni,i .ll@' SPFIHF Allowallle Load nIl. LTT19' 16 3 1% 19% 1~ 11" ~,%or% 6-10dxni 1310 1125 0,160 8-10d 1340 1150 0.157 10.10dxHi J355 1165 0,195 LTT20~' 12 3 2~ 1~ 1% V.. lh,%or>A 10r10d '150.0 1290 0.185 l19. 2.W Bolt .... '.16~5. 1400 0,183 ~ LTTI31' 18 3 3% 31 1% \'i % 18-10dx1% 1350 1160 0,193 (1a-10dx1"1r> . (3~101 . 3105 0.086 <!@) 11 - 2'h 12% 1% ~ 0 18.16dx2'h .423$ . 3640 0.123 18-SD110li1W . .4455. 3630 0.112 160 26-10dx1lh 4350 3740 0,120 U9. HTT5 11 - 2'h 16 1% ~. % 26-10d 4670 4015 0,116 IP2, 26-16dx2lh 5090' 4375 0,135 f4 HTT5KT' 11 Yo 2'h 16 1% ~. 'A 26-SD#10x2'h 5445 5360 0,103 160 1. Allowable loads have been Increased tor wind or earthquake with no further Incroase allowed. Reduce where oilier loads govern. 2. Post design by Speclner. Tabulated loads are based on mInimum a'x3%' posl (in 3W waY). Posl may conslsl of multiple members provided they aTB connected Independently of the holdown fasteners. See pages 210-211 for common post allowable loads. 3, A standard cut washer Is requIred under anchor nut lor LTT19 and LTT20B when using 14' or %' anchor bolts, No additional washer Is required when using a W anchor boll. 4. Oelllll:tlon al Highest Allowable TensIon Load Includes fastener sllp holdown deformation, and anchor boll elongation for hold owns Installed up to 414' above top 01 concrete. HTT4 and HTI5 may be Installed raised up to 18' above lop of concrele with no load reduction provided that additional elongallon of the anchor rod Is accounted for. 5.11 Ihe base 01 lhe LTTJ31 Is Installed flush with . a concrete or masonry wall, the allowable load Is 2285100, 6, AUowable tension load for HTT5 with a bearing plate washer BP5I8-2 (sold separately) Installed in !he seal otlh8 holoown Is 5295 for OF/SP and 4555 lor SPFIHF. 7, HTT5KT Is sold as a kit wllh the holdo\Vn, BPYa-2 beallng plale washer and 26-S0 ItOx2!4 screVls. 8. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strandslveneers. Values In the rabies retlectlnstallatfon Into the wide face, See technical bulletIn T-SCLCOLUMN lor values on the narrow lace (edge) (see page 2f5 (Dr details), 9.HTT4 with SO #10x1 % screws achieves lull load on a slnole 2.x6 slud or loisl. 10. FASTENERS: 1Odx1'h = 0,148 dJa. x 1W long, 10d a 0.146' dla, X a'long, 16dx2~= 0,162' dla, X 2W long, SOltOlC2'h a 0.161' dla. X 214', SO#10xm a 0.161' dla. X 1 14'. . . .~:~' ":'. ~:'{j :.: i;~j ';f I.~ :~t.__o.: ;~1.l".~" I Horizontal HlT Installation Vertical HTT4 Installation Horizontal LTTl31 Installation Horlzonlal LTT19 Installallon (LTT20B similar) 53 ["l [] [] [J (] [1 [] [] n u fJ II C> ~ "" Iii U a: .... 0 ;;; >- ~ ::i U 8 Ii! c:> '" ~ '" lJ C> U> n. ::; en - C> '" 0 I J ~ U II [ ) The RBC Roof Boundary Clip Is designed to aid Installation and transfer shear loads between the roof diaphragm and wall. The locator tabs make proper location of the clip easy. The RBC can be used on wood or masonry walls and will handle roof pllCh811 from 0/12 to 12/12. MATERIAL: 20 gauge FINISH: Galvanized INSTAllATION: . Use aU speclfled fasteners, See General Not811. - FIeld bend to desired angle - one time only, - See filer F-RBG for more Information on Installation and code requirements (see page 213 for detaJls), CODES: See page 20 for Code Reference Key Chart. The RBC Installed to blOCking reslsls rotation and lateral displacement of rafter or truss. Code references: - IRC 2000fl003l2006, R802.8 Lateral Support -IBG 2000fl003fl006. 2308,10.6 Blocking Blocking allows proper edge nailing of sheathing. Code references: .IRC 2000fl003l2006, Table R602,3(1), foolnole I -IBC 2000fl003l2006, 2305,1.4 Shear Panel Connections :Jif/$P .. SPF/HF Mallei TYII..)j~ . Benl!lng Fasteaerl Atloilialil* AlIowalile C~e '::tom', La',its Nil.: Col\llOc\l~n Ai1~i. liIf".r- lateral n,l. .. T~Wall Ta Blllcklng .h~l (16D) rn 450 to 90" 6-1Odxl1h 6-10dxl~ 445 380 rn .. <.:W. . &.1Odxl~. 6-10~xl~ 435 315 IP1, RBC 3Q.to 45. 6-1l)dxfW 6.1Odicl~ 480 415. L1B. . F25 []] 0.1045. 3-~x2'1l TIIen4 6-10dxl~ 350 350 1. Allowable loads are for ona anchor attached 10 blocldna minimum 1 %" thIck, 2. RBC can be IMla/led with up to Yo' gap and achlwa 100% ollha Iislad load. 3. Allowable loads have baen Inc18ased for wind or earthquake loading with no further Increasa aUowed, Reduce where olher loads govarn, 4. WIlen allachlng 10 concralll use 3-14x1y." TIten- screws, . 5, RBC Insla/lad over l' foamboard has a load 01 395 Ibs. (160) In a parallel to wall (F,) load dlrocllon lor Douglas Rr, For SPF, the load Is 340 lbs. 6. RBC may be IMtsRed ovsr W struclullll shealhlng usliig 1 Odxl ~ nairs with no load reducllon. 7, NAlLS: 10dxl v.. . O,14B' dla, x 1 %" long, See page 24-25 for other nail sizes and Infonnatlon, . ='0.... EIlDI - e rn Typical RBC Inslallallon Typical ROC Insla lIatlo n Over 1" Foamboard' rn Typical RBC Installation 10 CMU Block The RBC Is available wIth prongs Into one side (RBCP) for pre-attachment of the part to a block at the truss plant. Refer to technical bulletin T-RBCP for more Information, A Angles Our line of angles provldes a way to make a wide range of 900 connections. MATERIAL: A21 and A23-18 ga,; all other A angles-12 ga, FINISH: GalvanIzed. Some products available In staInless steel or ZMA.'X'3 coaling; see Gorroslon Information, page 18-19, INSTALLATION: - Use all specitled fasleners, See General Notes. GOnES: See page 20 for Code Reference Key Chart. . Th8S8 producls ara avanabla wI/h addil/ona/ corrosIon pro/BcliDn. Addilional products on this page mayalso ba available with thIs opllon. check with Simpson Strong.T/8 for detaIls. ,.. Thasa produGls ara approved for Instal'allon wllh the Slrong-DrlvB SO Structural- Connector screw. SBI page 30 for /he correcl subslllullon and SD screw slza. . . Dlmansloill Fas.tenars . Allilwabl. ~oadi Modal :t; , , r '" !)flSP ';X.~. Code ~o:- .. w.~ Blse rasl .;,.:,' U60\;: <:.;. Ref. \\It L Balls ;:NIUi Bolls Nllls .'.'I'{;r,. .0.Fi:', A21 2 11h 1% - 2-10dx1~ - 2-1Odx11A. 245 175 ~~ 'tA23" 2 1~ 2% - ~-10rJx1~ - 4-1Odxl W 585 565 L5 F13 " ,&;33' .3 3. 1% HOd .4-1Od .'1~O' "S~D.. A44 4~ 4~ 1% -- HOd ..... .4-1Od '.750"< 295, A66 5% 5% 11h 2-% 3-10d 2-% 3-10d - - 160 A86 8 6 2 3-% 4-10d 3-% 4-10d - - A24. 3% 2 2'n. Hi - j-~ . ~-10d _. .. ~ A311 .11 3% 2 1-\-i - 1-% .. 4-10d -, .~ . 1. Allowable loads have bean Increased for wlnd or earthquake loading with no further Increase allowad, Reduce where other loads govern. 2. For SPFIHF lumber use 0.86 of tabla loads. 3. NAILS: 10dxl'h = 0.148' dla, x I 'A' long, 10d = 0.148' dla. x3'long. See paga 24-25 for ol~er nail sizes and Inlonnation, \.,\\Ii~\I\!! \.\~.t.,.,,:.',,;, 11')'1\'\))\\: ".1 L, ',. ,~;:~:~~. ~'i,-,. .' ';1; F;r " . ',flirl. "~I!!!. ~.~~ ~ ~ ~ .;:t a 'il '-, Ii , . .I! .1 :1 ~.. II J(.I"- A44 Installation (A33 similar) A21/A23 Installation A311 Installation A24 Installation 181 r-I ~ '. ; , r li l ~,J tf) r. Tension Loads for Threaded Rod Anchors In Normal-Weight Concrete f]t' : ~ l i , f. 11 , l. ri ~ . t () f f [~ f) l [1 [ J [) . ~ / ]~ l ~ IT '" 2: [ )1 ;;; 0; f~ dt o <.> (l II .... If U:~~ l } <00 ~ []] ~* .'.I't. " '.' . \ , c;;".T~'nl'~n L~"d'~ -:- .. 1.n~lon Lobd Rod. Drill Embed. . CrUlcal Crlllcal Basild il~8omi~lrBnu . . ,Ila..d.~n SII.ISlienglh biB. BII Depth tilge Sbaelnu f'C~ 2~OoP..1 (13.8 MPa) MO'i . A1.!l3 o;J B7 FS93 In; DUI. Ih, Dlsr. 11f. . Concrete (S~1b1l1) (8AE 4140) (A3'04BS) (mm) In, (minI In, In. Ultima,. Sid. Dev. AlIl)w. AlloW.. Allow. Allow. (mm) lmm) Ibl.JkH) lb., (kN) Ilia. (kN) lb.. (kN) lb.. (kN) lb.. (kN) 13/4 2518 7 3,637 445 910 (44) 1671 m81 116.21 (2.01 14.01 318 1/2 2112 33/4 10 1,715 2.105 4,535 3,630 (641 195\ (2541 . . 17.61 (20.2) (16.1) (9.5) (9.4) 3112 51/4 14 11,132 524 2,785 (891 1133\ (356\ (49,51 (2.3\ (12.41 ~ 3 3/18 81/2 4,559 746 1.140 18h 12161 (20.31 (3.31 15,1) @ 2314 4118 11 2,190 112 l70l (1051 12791 . . 19.71 3,760 8,080 6,470 (12. ) 1118 3112 61/l~ 14 3,450 (16.7) (35.9) (28.8) (891 1133 13561 .. . 115.31 41/4 8318 17 18,840 1,295 4.710 (108i (1621 14321 (83.8\ 15,81 (21.0) 2112 33/4 10 6,770 446 1,692 (641 (g51 1254\ (30,11 12.m (7.5) (510) 3112 51/4 14 . . 3,585 314 (891 11331 (3561 115.9) 5,875 12,660 10,130 (15.9) 41/4 63/8 17 5,000 (26,1) (56.3) (45.1) (1081 (1621 1432\ . . 122.21 ~ 7112 20 25,668 1,174 ~ (1911 (50B) 1114,2l (5.21 2 . 3318 & 1116 13112 12.8~~ 927 3,215 (86\ l1291 (343\ (57.2 14,11 (14.3\ 4112 6314 18 6,625 (114) 11711 (457) . . (25.01 3/4 718 63/4 8618 23 8,300 8,460 18,230 12,400 (19,1) 11461 1219\ 15B4) . . (36.91 (37.6) (81.1) (55.2) 61/4 93/8 26 . . 9,370 11591 f23BI 16351 141.71 63/4 10118 27 41,768 8,672 10.440 (1711 (257) (686) 1185.8\ 129,71 (46.41 3718 513116 15 112 12,866 927 3,215 (g8\ (1481 1394\ 157.2l 14.11 114,3\ 5 71/2 20 6,0711 (1271 1191\ (5081 . . 127,0) 7/8 1 61/4 9318 25 9,245 11,500 24,785 16,860 (22,2) (159\ (238) (635) . . 141.11 (51.2) (110.2) (75,0) 7 10 112 28 11,150 /178\ (2671 (711\ . . (49.6\ 73/4 11 51B 31 52,220 1,5311 13,055 11971 1295l a87l 1232.3l 16,8) 15B.1\ 4112 63~~. 18 16.7~~ ~:6:~ 4.180 I 11141 1171 (457) l74,3 7.4 (18,6) 53/4 8&18 23 . 7,160 (146) (219\ (5841 . 131.61 1 1 118 7 10112 28 10,140 16,026 32,3811 22,020 (25.4) 1178) (267\ 17111 . . 145.1\ (66.8) (144.0) (97.9) 8 12 32 . . 1~,625 (203) 1305\ 18131 155,71 9 13112 36 59,840 4,120 14.910 1229\ f3431 19141 (265.3\ 118.3\ . (66.3) .See page 5 (or an explanaUon of the load table Icons 1. Allowable load musl be the lesser 01 the bond or sleel strength, 2. The allowable loads listed under allowabls bond are based on a salety factor of 4.0. 3. Allowabls loads may be Incrsased by 33'1.1 percent lor short-term loading dus to wind or seismic forces where permitted by cads. 4. Rster to allowable load adjustment factors for spacing and edge dislance on pages 63 & 64. 5. Refer to In-ServIce Temperalurs Senslllvlty chart lor allowablsload adJustment lor temperature. 6. Anchors are pennltted to be used within flre.reslstlve construction, prOVided the anchors resist wind or seismic loads only. For use In Ilre.reslstlve constructlon, Ihs anchors can also be permitted 10 be used to resist gravily loads, provided specfal consideration has been given to (fre exposure conditions. 7. Anchors are not pennllled to resIst lenslon forces In overhead or wall Installations unless proper consideration is given to flre.exposure and elevaled tamporalure conditions. / 59 (~~,~ ~ ,~~~""",.~...~.-.........c-....-...........-,.,.... l . '~:'II~"I"!'~:_ 1,.",,~~,,:t~_:~~'f.ff'~;f~lr~~,~r"~J~!'\"'~:~"'ir':_: ....:......:.:..,_..':~:l: ;,_' -, ,,' . . l' n fl [) [1 (1 (] [] ~ [ ] l] ,..... >v. :.1.,".,. . .. ::i, ...: :: ,,"..~ EBDD ~~:t~ Rod Dla. In. (mm) 3/8 (9.5) (1/2) ~ 5/8 (15,9) 314 (19.1) 7/8 (22.2) 1 (25.4) 1 1/8 0:-_. , '~'-,-::::~:~::-~,'_~!'1"f;~~~~~.j~~.,... .- ~ ...... - . :,'...,! :.<<'~'., .....':::::,.::.. i.:,; ,;,,~",;.!:. .> :;':'.: ~,. :~ib;',~;JY3(.k;{/';.:.H/~:"';.);\;:!'~f}:~{A! ~t ~ML. S~,"r.411~. '.SJl!~'.S! '. A3117. . .'A193'il (SAE 1018). ($A8:4'~)~< , Aliowibl. AilpwabI8!~; 'b.,.(IIN) Ibl; (~Nr{ . i-j" ~' :' t; . . Drill Bit Dla, In. Embad, Deplh In, (mm) Crlllcal Edge Dlsl. Iii. (mm) Shear ~ads for Threaded Rod Anchors In Normal-Weight Concrete . . . Sheilr LQ,d ,....IOd~~ . ..C;ilj~1 .. C~~~",l'. Mir~ p~iim~'!. S"ac1n.a fo >. ~ 2000. psi (1~..iMPil.:)..i:...".~n.'.~.. Ie Dlil. __. ..~' . . ...~.:u 'in; (mml till/mile . ~d; ij9.'~ ~ . ': ~1..'il.W\lb.I' lbs, (kN) Ibs. :(kH)I~. (l1li) 13/4 25/8 4,573 317 1,145 (44) 51/4 _(571 120.3) 11.4l (5,1) 31/2 (133) 51/4 6,935 965 1.735 (S9.1 (133) 130,8) (4.3) (7,7) QY8.) 31/4 7,001 436 1,71i0 ---.1ii4i- 6318 (83) 131.11 11.9) (7.a) 41/4 (162) 63/8 11,116 1,698 2,780 (l08) (162) (49.4) 17,5) (12.4) 2112 3 314 14,427 826 3,605 (64) (95) (64,2) (3.7) 116.0) 3/4 33/4 71/2 5 5/8 . . 4,240 ~_ (191) (143) (18,9) 5 7 1/2 19,501 1,027 4,875 (127) (1911 IB6.71 (4,61 121,7) 3318 6118 21,180 942 6,296 186l /130) 194,2) (4.2) 123.6) 5 1116 101/8 7618 . . 5,805 (129) (257) -<194) 125,S] 63/4 10 1/8 25,244 2,538 6,310 11711 (257) 1112.3) (11.3) (28.11 37/8 5 7/8 28,334 2,406 7,085 (98) j1491 (126,01 . (10.71 (31.5) 513116 115/8 83/4 . . 7.735 (148) (295) (222) (34.4) 73/4 11 5/8 33,533 2,793 8,385 (197) 12951 (149,2) (12.4) 137.3) 4112 63/4 30,620. 2,168 7,630 . (114) (171l 1135.S) (9,6) . (33,9) 63/4 13 1/2 10 1/8 . . 10,090 (171) (343) (257) (44.9) 9 13112 50,187 2,176 12,546 (229) . (343) (223.21 (9.7) (55.8) 1. Allowable load must be Ihe lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge dIstance are baseet on a salely factor of 4.0. , 3, For short-term loadIng etue to wind or seismic forces, the allowable load must be the lesser of the allowable load based on concrete edge distance Increasep. 33v.. percenl, aM Ihe values Ilsteet In this table for allowable shear loads based on sleel strength for ASTM A307 threaded rods Increased by 33y" percen!,;, 4. Reier to allowable loaet adjustmentfaclors for spacing and edge distance on pages 63 & 64. .' 'l 5. Refer fa In.Servlce Temperature SensilMty chart for allowable load adJustrmmt lor temperalure. '.:., I 6, Anchors are permllted to be used wflhln lire-resisllve construction, proVided the anchors reslsl wind or seismic loads only. For use In lire-resisl/ve constrC!f:. the anchors can also be permltled to be used to reslstllravily loads. provided special consleteratlon has been given to fire exposure conditions. !~, ~'\l I ~,~ 1/2 1,085 (4.8) 5/8 1,930 (8,6) 3,025 (13,5) 718 4,360 (19.4) 5,925 (26.4) 7,740 (34,4) n Tension loads tor Threaded Rod Anchors in Normal-Weight Concrete Stemwall Tension ~oad Sa,ad on Bond 81rengUl m [J[J ~* W ~ 1, Allowable load must be Ihe lesser of lI1e bond or sleel slrenglh. 2. Tile allowable loads Iisled under allowable bond are based on a safety factor 01 4.0. 3. Allowable loads may be Increased by 33'h percent tor short-Ierm loading due to wind or seismic lorces where permitted by code, 4. Refer to In-ServIce Temperature SensitiVity chart for allowable load adjustment tor lemperature. 5. Anchors are permitted to be used within IIre.reslstive construction, proVided Ihe anchors resist wind or seismic loads only. For use In lire-resisllve construction, Ihe anchors can also be permitted to be used to resist lIravlly loads, provided special consIderation has been given to lire exposure condilions. 11 [ J II [J 60 Rod Dla. In. .(mm) Drill Bit Dla. In. (mm) 5/8 (15.9) 7/8 122.2) 10 3/4 (254,0) 15 (381,0) Embed. SlemwaU Dllplh Wldlh In, In. (mm) (mm) Tension Load Baled 011 818el Sl18nlllb A30l (S~1018) . ""ow:a~11l lbi, (kN) 5,875 (26.1) 11,500 (51.2) Mill. Min. ~dlle End Dlsl, Dlsl. In. In. (mm) (mm) 1 3/4 5 (44.5) (127.0) 1 3/4 5 (44.5) /127,0) "c >112000 psi (13,8 '!Ipa) Cone.tela Ultlmale Ibs. (kN) 23,000 (102,3) 33;600 (149.5) Sid, Dell. Ibs. (kN) 2,821 (12,5) 2,248 110.0) Allowable Ibl, (kN) 5,750 (25.6) B,400 (37,4) 6 _(152,4) 8 1203,2) 2,340 (10.4) t:\ ..~~. ; ~'.l ~ ~..~ 4160 i, . .' .:" 11- .(18.5) .': l '. ':~ :(~ 6,520 (29,0) 9,390 (41.8) ..,,~ '~ ',,~ w (' .' 11. S~ .;~ '.~ it 12,170 (56.8) 18,680 (74,2) ~~ ~l~:" ~: . ,i~ / .., I"~ ~~,) :; 0 r: ~: EdgEi1' t;.. dlstancas rod In' ~\ foundatl.c corner I. ~..'."~-;- i:, '},"i. !w. :>.:~ ~~{ t. Jifl ,~~';j ;'I~ :.\)11 ., ~.~ .~~, }~ I~' l'~: i . \.. :;;~ r'\ ;: .: 'i.:., .'..... :\?:,;;,.:, ;~. :~.. :"':.' >: .:, c.' ':.: ~.. ~ ".. ,j ..:'.. ....,...:.< .' , ~. .~ .. ..[ ,\1 '. ';, .J " ,;, .;, : ',rPY:.(,:.\,o:::'. .::;:;!~i,: