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Home My WebLink AboutPROJECT SPECIFICATIONSSTRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Stritcturat, Mechanical & Civil Engineering Consultants SCANNED BY CONCRETE REPAIR st. Lucie county PROJECT SPECIFICATIONS in THE OCEANA II CONDOMINIUM ASSOCIATION, INC. 9900 S. OCEAN DRIVE JENSEN BEACH, FL 34957 FIc(wlpy ST.LUCIE000YiY f June 16, 2017 PLAN RCS/ BLDG: &_; 1` DATE: ELECT _�q_,i� — • .. DATE. /// of 1161 MIN, SSTSA R "iQ, FRONT _` - SIDES CNR SIDF REAR ZNG. TECH. DATE: MECH: Prepared By. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 s .struc-en�eers.com I of 24 j� STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Sh7ictural, Mechanical & Civil Engineering Consultants SCOPEOF WORK...........................................................................................................................4 ProjectDescription...........................................................................................................................4 GeneralProject Procedure...............................................................................................................4 DEFINITIONS...................................................................................................................................6 SUBJECT PROPERTY LOCATION.................................................................................................7 ENGINEERING(GENERAL)............................................................................................................7 Inspections.......................................................................................................................................7 Approvals.........................................................................................................................................8 Contractor Responsible for Means and Methods..............................................................................8 Interpretationof Requirements.........................................................................................................8 Reuse of Documents / Ownership....................................................................................................8 CONTRACTOR'S GENERAL REQUIREMENTS.............................................................................8 - Administrative Responsibilities.........................................................................................................8 Construction Meetings, Schedules & Financial Updates: ........................... ....................................... 9 Permits, Fees, and Notices...............................................................................................................9 Substitutions...................................................................................................................................10 Submittals.......................................................................................................................................10 Mobilization / Staging Area.............................................................................................................10 Utilities............................................................................................................................................11 Public Construction Inspections......................................................................................................11 - Personnel Conduct and Dress........................................................................................................11 Safety During the Project ...................................................... -11 Survey of Existing Conditions ............................................. �. .. ...C'.:... 12 Product or Material Samples ................................................ ....�. �.sl....... W..........12 QualityAssurance..........................................................................................................................12 Additional Work or Work Not Anticipated........................................................................................12 Acceptanceof Substrate.................................................................................................................13 Bottom Shutter Track Removal and Reinstallation: ... ..................................................................... 13 - Weather Walls: ...................... ........................................................................................................ 14 StormProtection: ............................................................................................................................ 14 RainDays.......................................................................................................................................14 As -Built Drawings...........................................................................................................................14 Sliding Glass Door Removal and Reinstallation: ............................................................................. 14 DAMAGE LIABILITIES / RESPONSIBILITIES...............................................................................16 CONCRETEREPAIR.....................................................................................................................16 RepairMaterials.............................................................. ............................................................... 16 Codes& Standards........................................................................................................................ is ConcreteTesting............................................................................................................................18 ConcreteCuring.............................................................................................................................18 General Concrete Repair Procedure...............................................................................................19 751 Nortldake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) M-1001 www.struc-engineers.com 2 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 9539 Sh-uctulal, Mechanical & Civil Engineering Consultants Reinforcement Replacement..........................................................................................................20 CrackRepair..................................................................................................................................20 STUCCOREPAIRS........................................................................................................................21 Inspection.......................................................................................................................................21 Preparation.....................................................................................................................................21 Cement Plastering (Stucco)............................................................................................................21 Moisture Retention and Curing.......................................................................................................22 PROJECT CLOSEOUT..................................................................................................................22 General...........................................................................................................................................22 Prerequisites to Substantial Completion.........................................................................................22 Prerequisites to Final Payment.......................................................................................................23 Cleaning and Restoration'of Property at Completion of Project......................................................23 Warranty.........................................................................................................................................24 INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS.....................................................24 � ' "�' f r S�•5 '�. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Faairnile (561) 844-1001 w vstruc-enWeers.com 3 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. _gyp -yam' CA 8539 Sh-uctural, Mechanical & Civil Engineering Consultants SCOPE OF WORK Proiect Description The project consists of concrete repair/restoration of various structural concrete elements of The Oceana II Condominium Association, Inc., located at 9900 South Ocean Drive, Jensen Beach, FL 34957 . Repairs are to include, but not necessarily limited to concrete restoration of edges, and balcony decks, columns, beams and ceilings on stacks X02 and X03 of the building's Northeast side. The following units are included: PH-1,1502,1402,1302,1202, 1102, 1002, 902, 802,702, 602, 502, 402, 302, 202, 102, PH-2, 1503, 1403, 1303, 1203, 1103, 1003, 903, 803, 703, 603, 503, 403, 303, 203,103 In addition, edge repairs will be accomplished on all of the west side walkways, floors 2 through Penthouse level. A few glass sliders may have to be removed, although we will not be able to identify this positively until the project is underway. Column work will be accomplished also. If special shoring is required, the Engineer will submit separate drawings for such. General Project Procedure The scope of work to be performed under the terms of the Contract includes furnishing all materials, labor, services, utilities, permit fees, supervision, tools, swing stages and/or scaffolding, post shores (standard 3-kip), and all equipment required or incidental to the Project. All measurements are to be verified in the field by the Contractor. Other dimensions are to be taken from the original building plans. The work will include, but is not necessarily limited to, the following elements: 1. Mobilize equipment and materials in locations approved by the Owner. Care should be taken to minimize impact on traffic and impedance on common areas of the Condominium. 2. Photo or video record the existing condition of all balconies on stacks X02 & X03 for future record. 3. Protect all building components affected by the work (e.g., railings, shutters, light fixture roofing membranes, drywall,. carpeting, elevators, landscap sQAet ' damage caused by the construction project. i 4. Remove and dispose of (selected) existing balcony covering'"(TT"s') (e.g., tiles; inclusive of any overlay, membrane, and/or other slab finish), including grinding any adhesives or mortar that may exist beneath the slab covering(s) down to the structural concrete deck for all areas scheduled and/or selected for concrete repair. The Engineer shall advise and approve the limits and extents of removal of any/all balcony covering(s) during construction inspections. 5. If required, remove, mark and/or identify, protect; store on -site existing bottom shutter tracks or entire.shutter systems (including end terminations, attachment clips, new concrete and-metal-fasteners/screws,-and-"rust-spot" repairs -of existing concrete -fasteners, -etc.).----- -- — Engineer shall identify and advise individual bottom or entire shutter track assemblies which are to be removed and reinstalled. ' A conditional, written survey of all shutters that will be affected should be accomplished by an independent sub- 751 Northlake Boulevard, Suite 2C • North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 r .struc-m&eers com 4 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 5CA 5539 Structural, Mechanical & Civil Engineering Consultants contractor prior to being removed. Shutters must be in good condition in order to be reinstalled. 6. If required, remove, mark and/or identify, protect, and store on -site, existing sliding glass door (SGD) assemblies identified for removal. In the case of sliding glass door assembly removal(s), a plywood and lumber weather wall shall be installed sufficient to protect the unit interior and to act as a dust barrier. Weather walls to be constructed as designed in the included weather wall detail. Engineer shall be consulted prior to the installation and removal of all weather walls. 7. Repair deteriorated concrete elements (e.g., Balcony Edge(s), Partial Deck, Through -Deck, Overhead/Ceiling, Columns, etc.) at locations directed/identified by the Engineer and in accordance with these specifications. Use only materials per this specification unless specifically approved by the Engineer. The Engineer shall advise and approve the limits and extents of concrete repairs during construction inspections. a. NOTE: Unit costipricing shall include the removal of existing deteriorated steel reinforcement (if required) and the installation of NEW steel reinforcement (dowelling -in with epoxy and/or lap splicing), and Standard 3-Kip Post Shores (Typical for Edge, Full Depth Repairs, etc.). Shoring to remain in place until concrete has reached 95% of its design strength or until specific approval from the Engineer in writing. b. Apply new stucco finish (to match existing), at all exterior areas affected/damaged by the work. NOTE: Repair of Stucco at all areas affected/damaged by the work shall be included within individual line item repair cost(s). 8. Installation of shoring where necessary, and/or as directed by the Engineer, prior to any concrete demolition of columns. Shoring to remain in place until new concrete has reached 95% of its design strength or until specific approval, in writing, from the Engineer. 9. Repair of deteriorated Stucco (to match existing) at areas not associated with concrete repairs, as directed/identified by the Engineer and in accordance with these specifications. Use only materials per this specification unless specifically approved by the Engineer. The Engineer shall advise and approve the limits and extents of stucgp r it r construction inspections. 1q{�� r' �P 9 t 10. Inspection(s) for water ponding and providing for positive d nagge on all ba cony repair areas as required. 11. Application of an (Engineer approved) migrating corrosion inhibitor (MCI) onto (selected) new and/or existing balcony/floor slab surface(s) (2 applications). 12. Demobilize and clean up all areas to the satisfaction of the Owners, replace sod and - - - landscaping directly -impacted -by the project. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc engineers.com 5 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC., CA 8539 Stntctvml, Mechanical & Civil Engineering Consultants DEFINITIONS 1. The term "Owner' or "Association" is hereby defined as The Oceana II Condominium Association, Inc. 9900 S. Ocean Drive, Jensen Beach, FL 34957 or their appointed representative or agent. 2. The term "Engineer' is hereby defined as Structural Engineering Professionals, Inc. 751 Northlake Blvd. Ste. 2C, North Palm Beach, FL 33408 or their duly appointed representative or agent. 3. The term "Contractor' is hereby defined as Blue Coast Construction, Inc. 2587 SE Monroe St. Stuart, FL 34997 The term "Subcontractor' refers to companies, firms, or organizations working for the Contractor. 4. The term "Work" as used herein shall include everything required of the Contractor to fully perform the scope of the Contract and Specifications fully and faithfully. 5. The term "Contract Documents" as used herein shall include all contracts, specifications, bids, drawings, material or product specifications, addendums, etc. that are utilized for the Work. 6. The term "Supplier' as used herein, includes any firm or organization furnishing or delivering products directly to the job site and because of such direct delivery, could be construed and the lien laws of the State of Florida as having lien rights against the project. Suppliers or material and equipment delivering to the contractor or Subcontractor on an open account basis and not having lien rights on the work, will not be Suppliers within the mea i of jpsy Specification and/or contract. 7. The term "Project Schedule" shall mean the project schedule that t[e 6wner LJContractor have agreed upon which must be approved prior to the commencement of the Work. 8. Where "request", "approval", "satisfactory', and similar words appear, it is the request, approval, or satisfaction of the Engineer that is intended. 9. Where "complete" is used, it shall mean complete with all connections, supports, attachments, and incidental items necessary for a finished and properly operating assembly or installation. 10. The term "furnish" shall be interpreted to supply, install, and test complete and ready for beneficial operation by the Owner. —� -11.-The term "install' shall be -interpreted -to supply, —mount, connect,,, and -test; complete and- - -- ready for beneficial operation by the Owner. 12. The term "provide" shall be interpreted to furnish, install, and test, complete and ready for beneficial operation by the Owner. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc2ngmeers.com 6 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. _ �Qy CA 8539 Structural, Mechanical & Civil Engineering Consultants SUBJECT PROPERTY LOCATION The Oceana II Condominium Association, Inc. 9900 South Ocean Drive Jensen Beach, FL 34957 ENGINEERING (GENERAL) Inspections All required engineering inspections are to be scheduled with Engineer a minimum of 48 hours in advance. Failure to do so can result in delay of work or denial of item to be inspected. During onsite engineering inspections, the Engineer shall review any work underway, regarding work locations, methods, shoring, forms; safety, property protection, concrete placement(s), proper curing of newly placed concrete, owner concerns, or any other items as appropriate. 2. The Engineer shall inspect and approve all repairs. 3. EXCAVATION LIMITS: The Engineer shall inspect and approve, as required, all limits of concrete removal and all steel reinforcement repairs. The Engineer shall verify contractor measurements and approve or disapprove, as required, all contract chargeable quantities for all repairs. 4. APPROVAL TO PLACE CONCRETE: The Engineer shall inspect all areas prior to concrete placement and give approval, as required, for all concrete placements. The Engineer shall inspect all prep work, including forms, shoring, safety, steel bar repairs, and an adjustments to excavation limits. PY 5. PLACEMENT OF CONCRETE: The Engineer may insp ,ct —Qd c e lacements at their discretion. Contractor is responsible to make Engineer aware of all concrete placements at least 48 hours in advance. 6. CERTIFICATION AND TESTING: The Engineer shall be present for all certification inspections by product manufactures or installers (if any) as well as any testing, formal or informal, to exhibit proper installation of materials. 7. FINAL: The Engineer shall inspect and approve, as required, the completion of all repairs, including any correction or punch list items for each work area as appropriate. 8. The Engineer reserves the right to require additional inspections at various times throughout the project. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 w .struc-engineers.com 7 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consultants Approvals 1. The Engineer, when satisfied with the Work, shall approve the Work in writing. 2. The Engineer shall approve or disapprove in writing, as required, specifications for all Contractor -supplied materials not specified herein at least 7 days prior to planned material use. 3. The Engineer shall determine at his sole discretion any disputes regarding reasonableness of workmanship. Contractor Responsible for Means and Methods The primary purpose of the Engineer's visits at the site will be to provide the Owner a greater degree of confidence that the Work is being completed in accordance with requirements and specifications. On the other hand, the Engineer has no authority over nor responsibility for the Contractor's means, methods, techniques, sequences, or procedures, so long as they do not conflict with the approved specification. The Engineer is not responsible for safety precautions and programs or for any failure of the Contractor to comply with laws, rules, or regulations. Interpretation of Requirements The Engineer shall act as initial interpreter of the requirements of the Contract Documents and judge the acceptability of the Contractor's Work there under, making decisions in writing on all claims of Owner and Contractor relating to acceptability of the interpretation of requirements. Accordingly, the Engineer shall not be liable for the results on any such interpretations or decision rendered in good faith. " !mmrr Reuse of Documents / Ownership " pl All Contract Documents prepared and furnished by the Engineer are instruments of service in respect to the current Project. Engineer retains ownership and property interest herein whether or not the Project is completed. The Owner may make and retain copies of such in connection with the use of the Project. However, such documents are not intended or represented to be suitable for reuse by the Owner, Contractor, or others on extensions of the Project or on any other project. CONTRACTOR'S GENERAL REQUIREMENTS Administrative Responsibilities 1. The Contractor shall read, become acquainted, and educate his supervisory staff regarding the specifications for his subcontractor's fixed equipment and the like to be incorporated and attached or built into the Work and familiarize himself with their requirements and responsibilities to enable the required coordination and proper supervision. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 w .struc-engineers.com 8 of 24 its STRUCTURAL ENGINEERING PROFESSIONALS, INC. _��QQyy CA 8539 Structural, Medianical & Civil Engineering Consultants 2. The Contractor shall cooperate with and assist the Subcontractors in the preparation of construction, progress and procedures, Project Schedule, deliveries, and their effect on the overall Project progress and completion. The Subcontractors shall cooperate in getting their work and the Work of their subcontractors completed according to the Project Schedule as prepared and maintained by the contractor. Each Subcontractor shall immediately notify the Contractor of any delay in delivery of products or the Project Schedule date of completion that may affect the total progress of the construction. 3. The Contractor shall verify grades, lines, levels, and dimensions as shown on the drawings and shall report errors and inconsistencies discovered in the information furnished to Engineer. 4. The Contractor shall supply all labor, materials, and equipment necessary for the proper and total completion of the required Work as per the Engineer's specifications. Construction Meetings, Schedules & Financial Updates: 1. The Contractor shall be responsible for the on -time maintenance of the construction Project and/or Project Schedule and general supervision of the Work to be performed. If for any reason the Project Schedule is to change, the Contractor is responsible to update the Schedule and submit revisions to Engineer and Owner. This does not alter in any way performance or completions dates as stipulated by the Contract. 2. The Contractor shall also provide accurate financial data to the Engineer relative to quantities along with current and projected project costs. 3. The Contractor shall also participate in reoccurring construction meetings on a weekly basis or at a schedule agreed to by Owners and Engineer. Permits, Fees, and Notices Except as specifically approved by the Owner in writing, the Contractor shall secure and pay for all licenses and/or permits as may be necessary for the proper execution and completion of his Work, which are applicable at the time the bids are received, whether or not effective or scheduled to go into effect, and shall obtain and pay the t ganp IV, pr and fees that may be required by local authorities. "k99E a 2. Contractor shall pay all applicable sales, consumer, and use taxes. _ 3. Contractor shall qualify and obtain all required permits. All Subcontractor permits are to be secured by the Contractor or Subcontractor as the Contractor may determine. —_4__A-copy_of_all required-permits,_licenses,_certificates, and approvals shall bedelivered to the Engineer and a copy shall be posted in a prominent location at the Project site prior to the commencement of the Work. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (501) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.mm 9 of24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consnitanfs 5. The Contractor shall give notices and comply with laws, ordinances, rules, regulations, and orders of public authority bearing on the performance of his Work. If the Contractor observes that the Contract Documents are at variance therewith, he shall promptly notify the Engineer in writing and necessary changes shall be adjusted by appropriate notification. If the Contractor performs any Work knowing or should have knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, the Contractor shall assume full responsibility and shall bear all costs attributable thereto. Substitutions The Engineer will consider formal request from the Contractor for substitution of products in place of those specified, except in cases of items specifically followed by the words "no substitutions". Such written request should include the following: 1. Complete data substantiating compliance with contract intent. 2. Product identifications, manufacturer's literature, reference standards. 3. Detailed description of proposed method. 4. Itemized comparison of proposed substitution with specified product. 5. Changes to construction Project Schedule, if any. 6. Accurate cost comparisons between substitute and that specified. No substitution shall be used without prior Owner's and Engineer's written approvals. Submittals The Contractor shall submit with a letter of transmittal to the Engineer two (2) sets of checked and approved product specifications for materials and components to be installed and not specified herein for the Engineer's review and written approval. Any materials or components ordered _ without the Engineer's written approval shall not be used on:the Pr d all the Owner. Mobilization / Staninn Area M The Contractor is to submit his requirements for a staging area to the Owner for approval prior to starting Work. The Owner shall then provide Contractor with a suitable area for use. At the end of each working day, all equipment, ladders, materials, supplies, vehicles, etc. must be returned to the staging area and working area left clean. Protection of this area is the sole responsibility of the Contractor and it shall be left in a clean, safe, and acceptable manner. 751 Northlake Boulevard, Suite 2C • North Palm Beach, Florida 33408 Office (561) 844-4060 • Facsimile (561) 844-1001 w struc-ensineers.com 10 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 St17ictural, Mechanical & Civil Engineering Consultants Utilities The Contractor may use at no cost to the Contractor water and electricity available on the Owner's property for the performance of the work. The Contractor at his expense shall provide utility requirements beyond those available on site. Public Construction Inspections Contractor shall determine requirements for and obtain inspection of all work and trades as necessary and as required by the local building officials. Personnel Conduct and Dress 1. The Contractor shall be responsible to properly supervise his and his Subcontractor's employees as to proper language, conduct, dress, and noise. 2. Contractor's employees shall wear appropriate clothing at all times. 3. Alcohol or drugs on the site or any individual or employee under the influence of the substances shall not be tolerated and shall constitute an immediate cause for the Contractor's or Subcontractor's employee to be permanently removed from the Project. 4. The Owner or Engineer shall have the right to require the Contractor or Subcontractor to remove any employee from the Project. 5. The Contractor will provide as required the Engineer with a list of all pe ontoy employed at the job site in accordance with the Owner t� . li Safety During the Project - 1. Contractor shall at the end of each work day, secure and properly store all equipment, machinery, materials, etc. 2. Contractor shall maintain material storage and work areas in a clean and safe condition and remove from the site daily, trash and debris, flammable cloths, and discarded materials that could support combustions. All debris and rubbish must be placed in approved dumpsters daily and dumpsters emptied on a regular basis. 3. Contractor shall strictly comply at all times with Chapter 33 - Safeguards During --Construction - of the Florida Building Code (latest_ edition), and O.S.H.A. regulations and requirements including fall safety and eye, hearing, and respiration requirements. 4. All stage, scaffolding, or lifting devices to be used by the Contractor shall comply with O.S.H.A. requirements and must be in good working order. 751 Northlake Boulevard, Suite 2C • North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 wwwstruc-en iinneers.com 11 of24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. �y CA 8539 Structural, Mechanical & Civil Engineering Consultants 5. Contractor shall keep on hand on each stage and in each work area at least on 5-pound CO2 fire extinguisher for quick access or more as O.S.H.A may require. 6. The Engineer shall have the right (with cause) to stop Work on the Project should he believe an unsafe condition exists until such condition is corrected at no cost or delay to the Owner. Survey of Existing Conditions Prior to commencement of repairs at the Work area, the Contractor shall examine and provide photo documentation or video records of all existing damage of building elements. This would include at least a surrey of railings, enclosures, windows, landscaping etc. to determine their condition before the Work begins. In addition, the Contractor shall report any damage to the Owner and its surrounding property caused by the Work as each incident occurs. The Contractor shall repair or replace any damage property to the condition it was at the start of construction. Product or Material Samples The Contractor is responsible for providing product or material samples to the Owner upon request. This may include demonstration or sample application of products, materials, and equipment. Tile samples must be presented and approved by Owner prior to ordering s en OV Quality Assurance 1. The Contractor shall use adequate numbers of supervisors and skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specification requirements and methods needed for proper performance of with Work in this specification. 2. Work shall be carried out in such a way as to minimize any inconvenience to the Owner. The Contractor shall maintain a full work force from start to finish and shall have a qualified foreman on the job at all times. 3. The Contractor shall provide the Owner recent certificates of insurance, indemnifying the Owner including, but not limited to the following: WORKMAN'S COMPENSATION, BODILY INJURY, and PROPERTY DAMAGE. There shall be no lapse in coverage throughout the course of the Project. 4. The Contractor, having started the Work, will continuously and expeditiously proceed with its prosecution until completion in strict accordance with the Project Schedule. 5. Quality assurance representatives from the product manufacturers and/or suppliers that are included in these specifications, but not limited to, shall make periodic inspections before, ____during, and _upon -completion of the Project Copies of each inspection -shall be submitted to__. both the engineer and Owner within five (5) working days. Additional Work or Work Not Anticipated 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 �.struc-engineers.com 12 of 24 5i�i STRUCTURAL ENGINEERING PROFESSIONALS, INC. ��yy CA 5539 Structural, Mechanical & Civil Engineering Consultants All Work anticipated to be performed on this Project is included at no extra cost, or separate pricing must be provided for in the contract, or a contract addendum, or approved by the Owner in writing. 2. Any additional Work requested or unanticipated Work needed must be brought to the attention of the Engineer before doing the Work. Any questions regarding pricing for the Work must be resolved before actually performing the Work.. The Contractor shall have the opportunity to propose pricing for any such Work not covered by contract. Any such Work should only be performed upon acceptance of the proposed pricing by the Owner(s) or the Engineer in writing. 3. The Owner(s) are not obligated to make payments for any such Work performed that is not provided for in the contract, or a contract addendum, or approved by the Owner(s) in writing. Acceptance of Substrate The Contractor's application of any products on a surface or substrate shall constitute full acceptance of the condition of the surface as sound and appropriate to receive the product(s) applied. Defective Work resulting from unsound or unacceptable surfaces or substrates shall be repaired at the Contractor's sole expense, including repairs or corrective action required of the surface or substrate. I I Bottom Shutter Track Removal and Reinstallation: _ —_ __ •_� - - 1. The decision to remove and reinstall existing bottom shutter tracks shall be determined on a case by case basis by the Engineer. 2. Prior to the slated removal of any shutter track, the Contractor shall conduct a survey identifying any defects in the proper operation of the shutters and physical damage. A copy of the survey shall be provided to the Engineer for acceptance prior to commencement of shutter work. 3. Bottom shutters tracks are to be carefully removed, marked for identification and wrapped for each individual balcony. The bottom shutter tracks shall be stored at the contractor's expense, at an on -site, secure location acceptable to the owner. Hardware shall be retained for use if acceptable. 4. Unless otherwise specified and approved by the Engineer, All new metal to metal fasteners used and/or required to reinstall the bottom shutter tracks shall be 316 stainless steel fasteners. 5. Unless otherwise specified and approved by the Engineer, all concrete fasteners used to reinstall the bottom shutter tracks shall be Elco Aggre-Gator 300 Series Stainless Steel Fasteners and'/d' in diameter. The fasteners are to have a minimum of 1 '/d' of embedment into the existing concrete substrate. a. All pilot holes into the concrete substrate for the reinstallation of the bottom shutter tracks shall be vacuumed out (to remove accumulated dust and/or granular material from the pilot hole) prior to the insertion of the new stainless steel fasteners. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-en&eers.com 13 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. ' CA 8539 Structural, Mechanical & CiviI Engineering Consultants b. The fastener pilot holes are to be filled with polyurethane sealant prior to engagement, and the threads and/or shank of all new stainless steel concrete fasteners shall be "bathed" in an (approved) urethane sealant prior to engagement. Upon insertion, the head(s) of all concrete fasteners shall also be sealed with an (approved) polyurethane sealant. c. The area(s) at and adjacent to the pilot holes, as well as the track's drilled frame fastener holes, shall be cleaned with Isopropyl alcohol prior to insertion of the fasteners. 6. Upon reinstallation of the bottom shutter tracks, the shutter assemblies/systems shall be aligned and lubricated for optimum operation. Shutters shall operate as before they were removed, in accordance with the accepted survey described in paragraph two-.(2) above. Any discrepancies shall be brought to the attention of the Engineer. Weather Walls: Plywood and lumber Weather Walls to only be constructed at Engineer's Discretion and Direction Weather wall to be constructed as designed in the included weather wall detail. Weather wall installation duration will have a maximum period of six weeks. Extra time may be granted if a written request is submitted to the Owner and Engineer. Engineer shall be consulted prior to the removal of any weather wall. Storm Protection: In the event of an approaching Hurricane or Tropical Storm, and as directed by the Engineer and/or Owner, the Contractor shall provide storm protection covering at all masonry openings where shutters and/or bottom shutter tracks have been removed, or the shutters cannot be closed for the duration of the hurricane season. The minimum protection shall be %" CDX sheathing. Contractor shall minimize penetration of the walls and surrounding elements for the attachment of the protection. Contractor shall repair all damage resulting from the installation and removal of the -- protection system. Rain Days Rain days and delays associated to them shall be documented in writing -and -forwarded to both the Engineer and the Owner for approval within 5 working days of the rain day. As -Built Drawings The Contractor shall prepare and submit to the Engineer and Owner a set of drawings indicating the .'as built" conditions for each area of the building repaired. These drawings will indicate locations, dimensions, quantity, and type of repair material utilized. Sliding Glass Door Removal and Reinstallation: 1. The decision to remove and reinstall existing sliding glass doors shall be determined on a case by case basis by the Engineer. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-en&eers.com 14 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. �y CA 8539 Structural, Mechanical & Civil Engineering Consultants a. The reinstallation of any existing sliding glass door (SGD) assembly shall include, but not necessarily be limited to: i. NEW Aluminum Sill -Tracks (Set in a Continuous Mortared "Mud Bed"). ii. Installation of NEW PT Wood Bucks (Where Required). iii. Installation of NEW Door -Rollers, Locks and Handles, and Bottom Rail Felts and Gaskets. iv. Securing Door Panel Corners; Leveling and Aligning Door Panels; and Securing/Clipping Fixed ("O") Door Panels into Place). 2. Prior to the slated removal of any sliding glass door, the Contractor shall conduct a survey identifying any defects in the proper operation of the sliding glass doors and physical damage. A copy of the survey shall be provided to the Engineer for acceptance prior to commencement of sliding glass door work. 3. Sliding glass doors are to be carefully removed, marked for identification and wrapped for each individual balcony. The sliding glass doors shall be stored at the contractor's expense, at an on - site, secure location acceptable to the owner. Hardware shall be retained for use if acceptable. 4. Unless otherwise specified and approved by the Engineer, All new metal to metal fasteners used and/or required to reinstall the sliding glass doors shall be 316 stainless steel fasteners. 5. Unless otherwise specified and approved by the Engineer, all concrete fasteners used to reinstall the sliding glass doors shall be Elco Aggre-Gator 300 Series Stainless Steel Fasteners and Yd' in diameter. The fasteners are to have a minimum of 1 '%" of embedment into the existing concrete substrate. d. All pilot holes into the concrete substrate for the reinstallation of the sliding glass doors shall be vacuumed out (to remove accumulated dust and/or granular material from the pilot hole) prior to the insertion of the new stainless steel fasteners. e. The fastener pilot holes are to be filled with polyurethane sealant prior to engagement, and the threads and/or shank of all new stainless steel concrete fas slV e (approved) urethane sealant prior to engagement. Upon inserti h s) f a DIV concrete fasteners shall also be sealed with an (approved) polyureth nesealant✓1 f. The area(s) at and adjacent to the pilot holes, as well as the track's drilled frame fastener holes, shall be cleaned with Isopropyl alcohol prior to insertion of the fasteners. 6. Upon reinstallation, the sliding glass door assemblies/systems shall be aligned and lubricated for optimum operation. Sliding glass doors shall operate as before they were removed, in accordance with the accepted survey described in paragraph two (2) above. Any discrepancies shall be brought to the attention of the Engineer. 7. In the event that the Engineer determines that the condition of any existing sliding glass door is such that it cannot be reinstalled, the Contractor for this concrete restoration project may be requested/called upon to remove and dispose of the existing sliding glass door(s) to facilitate the timely repair of the deteriorated concrete elements. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 944-1001 rvww.struo-enaeers.cvm 15 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consultants DAMAGE LIABILITIES / RESPONSIBILITIES 1. The Contractor will be held solely responsible for the protection of the Owner's property, including, but not limited to, all balconies, railings, screens, windows, shutters, walkways, shrubbery, parked vehicles, and any other property in the area from damage. Contractor must provide adequate covering and protection as required during the Work. Repair and/or replacement of building components and/or landscaping damaged as a result of Contractor's performance of work shall be at the sole expense of the Contractor. 2. The Contractor will be held responsible for securing and restricting free access to Work areas where Work is being performed. The Contractor must notify the condominium in writing when and if any Work areas cannot be safely secured at the end of each workday. 3. If, for purposes of cleaning up at project completion, Contractor desires to apply paint over concrete and/or coating splatter on any existing surfaces (i.e.: railings, enclosures, etc.) as part of cleaning or repairing of exterior damages, Contractor is responsible to obtain Owner's prior written approval. 4. The Contractor will be held responsible for repairing damages caused by carelessness or lack of protection while performing the work identified in the scope of work and work items list. Contractor must anticipate and provide adequate protection for hidden electric conduits, water and phone lines, etc. as required during the work. The Engineer shall determine any question regarding Contractor's responsibility to repair damaged electrical conduits, water and phone lines, etc. 5. The Contractor will also be responsible for the daily cleanup and removal of construction debris as the result of the work outlined in this specification, and his employees during the performance of their labor. 6. The Engineer shall determine any disputes regarding the reasonableness of repairs. CONCRETE REPAIR Repair Materials _ _ r_ — A preliminary list of material requirements for this project is shown below. Any changes to this specification shall be submitted to the Engineer for specific approval. Approved materials must be used in accordance with manufacturer's application guidelines. 1. New ready mix concrete materials shall meet the following minimum requirements: a. -Cement content >_ -560-lbs./yd., W/O ratio <_ 0.40 b. Total water soluble chloride ion (CI) content <_ 0.05% by weight of cement 751 Northlake Boulevard, Suite 2C • North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 iv nv.struc engineers.com 16 of 24 174 STRUCTURAL ENGINEERING PROFESSIONALS, INC. -_��Qyy� CA 8539 Sh•uctlrraI, Mechanical & Civil EngiiieLring Consultant Is c. No concrete shall be cast -in place, which is in excess of 90 minutes from the ticketed batch time. _ d. The Contractor shall follow the recommendations of the ACI 305R-91 "Hot Weather Concreting" when the relative humidity is less than the corresponding concrete temperatures -- of the intended placements. 2. New polymer modified concrete materials shall meet the following minimum requirements: Tensile bond strength, 28 days, ASTM C-882m > 4000 psi Shrinkage, 28 days, ASTM C-157 < 0.06 % Rapid chloride permeability, ASTM C-1202 < 1000 coulombs 3. Admixture Requirement-- W.R. Grace corrosion -inhibitor DCI-S in the amount of 2.5 gals / C.Y. is a requirement of any design mixtures utilized in the project. 4. Additional aggregate for repair material extension shall meet ASTM C33 and certified to be non - reactive. Certification of non -reactive aggregate shall be submitted for the Engineer's approval prior to use. 5. New reinforcing steel shall be ASTM A615, grade 60. 6. The following Design Mix is specifically approved for use: Cemex P/C 1177769 7. The following named bag materials are specifically approved-approvedJ-K use. The Contractor shall submit to the Engineer for review and acceptance concrete t gr�me product information and manufacturer's installation instructions for. II er at ial utilized. Application'_ _ - Partial & Full Depth Slab, Beam, Columns Horizontal Repairs Vertical / Overhead.Repairs Bonding Agent /Anti Corrosion Epoxy Gel for Doweling Bars Wall Cracks Approved Repair Materials — Repair Product' Sikacrete 211 -or- BASF LA40 Repair Mortar SikaQuick 1000 -or - BASF SD2 Repair Mortar SikaRepair SHA or SikaRepair SHB - or BASF Gel Patch Repair Mortar Sika Armatec 110 EpoCem -or-, Zincrich Rebar Primer Sikadur 31, Hi -Mod Gel -or- BASF Hi -Mod Epoxy Gel Sikafiex-15 LM Comments Thorough mixing with forced - action mixer is required Mix thoroughly; cure immediately after finishing Mix thoroughly; cure immediately after finishing Add no water; apply two 10 mil coats; max open 24 hr. Ensure no air gaps Excellent for moving joints in- - vertical applications LV Epoxy for Gravity Feed or _ _ $ikadur 35, Hi -Mod LV Prep surface of crack Crack Injection or thoroughly BASF LV300 Injection Resin _ _ 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-en&eers.com 17 of 24 1� STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consultants Codes & Standards Repair work under this specification shall be accomplished in compliance with the following codes, specifications and standards, except as otherwise specified: 1. ACI 301 "Specification for Structural Concrete' 2. ACI 311 "Recommended Practice for Concrete Inspection" 3. ACI 318 "Building Code Requirements for Reinforced Concrete" 4. ACI 347 "Recommended Practice for Concrete Formwork" 5. ACI 304R "Guide for Measuring, Mixing and Placing Concrete" 6. ICRI - Guideline No. 03731, "Guide for Selecting Application Methods for the Repair of Concrete Surfaces". 7. Florida Building Code (latest edition). Concrete Testing Contractor shall retain an engineering testing laboratory at his expense to perform testing of all new ready mix (truck mix) concrete. The testing laboratory shall conform to the applicable requirements of ASTM C 1077 and shall be inspected and accredited by the Concrete and Materials Engineering Council, Inc or an equivalent national authority. The agent of the testing laboratory performing field samples shall be certified by the American Concrete Institute as a Technician Grade 1 or be equivalent or shall be a licensed professional engineer. Testing shall be performed as described hereinafter for each 10 yards of fresh concrete or fraction thereof placed at the project but for not less than one set for each day's concrete placement. Compression and Strength Tests: Each test shall consist of four (4) standard 6" x 12" cylinders, one cylinder tested at the age of 3 days, one at the age of 7 days, and 1 at the age of 28 days. The remaining cylinder shall be held in reserve. Samples for compression testing shall be secured in accordance with ASTM C 172. Specimens made to check adequacy of design strength or as a basis for acceptance of concrete shall be in accordance with ASTM C 31. Strength tests shall be in accordance with ASTM C 39. 2. Slump Tests: Tests for slump shall be made a place of deposit and in accordance with ASTM C 143. Slump shall be reported on test reports to the Engineer. Except as otherwise directed, the laboratory shall send a minimum of two copies of test rS� the Owner, Engineer and Contractor. I!_>fj Concrete Curing - - — 1.- All repair areas shall be covered and -maintained damp by frequent spraying with water for at least 5 days or an application of BURKE "Aqua Resin' membrane curing compound or equivalent (approved by the Engineer) after finishing in accordance with the manufacturer's instructions and recommendations. 751 Northlake Boulevard, Suite 2C ♦ North Patin Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) M-1001 www.stmc-engineers.com 18 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consultants 2. All concrete shall cure a minimum of 28 days or testing show that the concrete has reached at least 80% of its design strength, prior to application of any coatings or finishes. 3. An observation shall be conducted by the Engineer prior to application of any coatings on the concrete. Any cracks in the repair areas shall be repaired in accordance with the requirements for crack repairs. Repair of cracks shall be at no additional cost to the Owner. General Concrete Repair Procedure Concrete repairs will be accomplished in accordance with International Concrete Repair Institute standards as described below. 1. Concrete repairs shall be provided for areas identified with spalling, deterioration, and unacceptable concrete. 2. Remove all loose, spalled, and unsound concrete in the area of deterioration. Areas to be repaired must be clean, sound and free of contaminants. All loose and deteriorated concrete shall be removed by mechanical means approved by the Engineer. 3. The area of concrete to be removed shall extend along the length of the reinforcing, beyond the limits of the reinforcing deterioration a minimum of 2" into sound concrete. 4. Concrete shall be removed completely around the reinforcing steel providing a minimum clearance of %" between reinforcing and remaining concrete. 5. Saw cut the perimeter''/i' minimum perpendicular or slightly undercut to the concrete surface at the limits of the repair to prevent feathering. Do not cut any reinforcing except as accepted by the Engineer. 6. Chip concrete substrate to obtain a surface profile of 1/8" in depth with a new fractured aggregate surface. 7. Occasional excess excavation performed for the Contractor's convenience will be acceptable, but not billable. 8. Application of repair material shall not be less than'/z". -- 9. Remove all rust and scaling of reinforcing thoroughly by sandblasting. 10. The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. 11. Apply a coat of bonding agent as specified herein covering all exposed steel and concrete surfaces_ 12. While scrub coat is still wet, place repair concrete in accordanc SAC 1 and manufacturer's specifications. qq V Rd 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-engiineers.com 19 of24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. _aQy� CA 8539 Structural, Mechanical & Civil Engineering Consultants Reinforcement Replacement 1. Any questionable placement of the existing steel, as placed in the original construction, should be brought to the attention of the Engineer. 2. All reinforcing with deterioration of more than 15% of the original bar diameter, as determined by the Engineer, shall be replaced. a. NOTE: The unit cost/pricing for all concrete repairs (e.g., Partial Deck, Through - Deck, Edge Repair, etc.) shall include the removal of existing deteriorated steel reinforcement (if required) and the installation of NEW steel reinforcement (dowelling -in with epoxy and/or lap splicing). 3. To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing a minimum of 40 diameters beyond the deterioration into sound concrete to permit splicing of the reinforcing. Minimum lap splice overlap area as follows: #3 bars- 15", #4 bars- 20", #5 bars- 25", #6 bars- 30' and #7 bars — 35". 4. After the reinforcing has beemprepared, lap the new reinforcing beside the entire length of the exposed reinforcing. Secure in place with the wires. Crack Repair 1. Crack repairs will be performed for all areas identified by the Engineer. Cracks, which are a direct result of new concrete placement or Contractors' means or methods, will be repaired at no additional cost to the Owner. 2. Remove all loose and unsound concrete within and adjacent to the crack. 3. For gravity feed applications of topside horizontal cracks, v-notch the surface of the crack with a mechanical router or hand shipping tool to maximum width of/4". Remove loose debris. Substrate may be dry or damp but must be clear of standing water prior to product application. Where it is determined the crack is through the full depth of the slab, seal the underside of the crack with Epoxy Gel'as listed above to act as a dam to hold the liquid epoxy resin adhesive until cured. Maximum application thickness of Epoxy Gel not the exceed'W. Pour Epoxy Binder into the v-notch until the crack is completely filled, adding more resin as the product penetrates. Allow to cure and grind to a flat finish. 4. For pressure injection applications, remove loose and deteriorated materials for 1 inch on each side of the crack. Assure surfaces are sound, clean, and free of all bond -inhibiting materials including oil, dust, and dirt. Blow the crack cle tl of - ee compressed air. Surfaces must be dry or damp, and free from standing w1s ' l nj Epoxy Gel, directly to the crack. Using a putty knife, force the ma enal Ciao t $ m ete _and around the injection port, sealing the surface of the crack. Allow th4�a'l ie-lure before pressure injecting the crack with Epoxy Binder using standard pressure injection equipment. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 - Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.stmc-engineers.com 20 of 24 IZKSTRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Stf tactural, Mechanical & Civil Engineering Consultants STUCCO REPAIRS Inspection Before plaster is applied, surfaces to be plastered shall be carefully examined by the Contractor. The Engineer shall be notified of unsatisfactory surfaces or conditions. Application of plaster shall not proceed until any imperfections, irregularities and unsatisfactory conditions that may compromise the final finish shall be corrected and ready to receive work. 2. Proceeding with the application will constitute acceptance of the substrate by the Contractor. Any corrective effort required to correct the substrate after application of the stucco will be at the Contractor's sole expense. a. Masonry: Verify joints are cut flush and surface is ready to receive work of the Section. Verify no bituminous or water repellent coatings exist on masonry surfaces that would affect the adhesion of the stucco finish. b. Concrete: Verify surfaces are flat, honeycomb is filled flush, and the surface is ready to receive work of this Section. Verify no bituminous, water repellent, or form release i agents exist on concrete surfaces that are detrimental to plaster. c. Grounds and Blocking: Verify items within walls for other Sections of work have been installed. Preparation 1. Limits of stucco and counter flashing removal shall be saw cut to permit installation of new counter flashing with minimum of four inches of coverage over top of base flashings. Remove all stucco material and sheet material below saw cut. 2. Roughen and clean masonry and concrete surfaces to the degree required to achieve mechanical bond. Apply bonding agent where needed for adhesion. Surfaces to receive stucco shall be damp without visible surface water. Cement Plastering (Stucco) 1. Cement plastering shall be 2-coat work, thickness to match exigtio 2. Mixing: Use mechanical mixers of approved type. Keep mixeranfool IleR a - tempering will not be permitted. - " r 3. Scratch Coat: Shall be mixed by volume as follows: One part Portland cement, 3 parts sand, 10 percent lime. Scratch coat shall be applied with pressure and heavily cross - scratched. - - - - - - -- - - -- - 4. Finish Coat: Shall be mixed by volume as follows: One part white Portland cement, 3 parts sand, 10 percent lime. Texture to match existing stucco finish. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844 4060 ♦ Facsimile (561) 844-1001 w .strucengineers.mm 21 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. _ �JI CA 8539 Stl7ictural, Mechanical & Civil Engineering Consultants Moisture Retention and Curing 1. Dampen previous plaster coats, which have dried out prior to time for applications of next coat. Dampen with water as required for uniform suction. The contractor is responsible for determining the most effective procedure for curing and time lapse between applications of coats based on climatic and job conditions. 2. Plaster, which is cracked or crazed due to improper timing and curing, will not be accepted. Remove and replace defective plaster, including plaster base materials if damaged during removal of defective plaster. PROJECT CLOSEOUT General Closeout is hereby defined to include general requirements near the end of Contract Time in preparation for final acceptance, final payment, normal termination of contract, re -occupancy by the Owner, and similar actions evidencing completion of the Work. Time of closeout is directly related to "Substantial Completion." Prerequisites to Substantial Completion Prior to requesting Owner/Engineer inspection/observation for confirmation of Substantial Completion (for either entire Work or portions thereof), the Contractor shall complete the following and list known exceptions in request: 1. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, agreements, final certifications, and similar documents. 2. Obtain and submit releases enabling Owner's full and unrestricted use of the Work and access to services and utilities, including occupancy permits, operating certifications, and similar releases. 3. Deliver tools, spare parts, extra stocks of materials, and similar physical items to locat�i ans as directed by the Owner. Two percent (2%) of each type of 'productItc Owner for future repairs. 'i RI 0 Discontinue and remove from Project site temporary facilities and services, along with construction tools and facilitie k- a i r e ts. Complete final clean-up requiD. Substantial Completion will be approved when the Work is completed to the satisfaction of the Engineer. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 944-4060 ♦ Facsimile (561) 844-1001 w struc-eneineers.com 22 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. �y CA 8539 Structural, Mechanical & Civil Engineering Consultants Prerequisites to Final Payment Prior to requesting Owner/Engineer final inspection/observation for certification of final payment, the Contractor shall complete the following: 1. Submit final payment request. 2. The Contractor shall provide the Engineer and Owner with a Contractor's Final Payment Affidavit and Release of Lien Document, which shall cover all materials supplied and equipment used in the performance of his work. 3. Final Clean Up and Landscaping Completion as described in the sections below. 4. Submit copy of Owner/Engineer's final punch list of itemized Work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance. 5. Warranties documentation as detailed in Warranty section below. 6. Engineer's and Owner's approval, in writing, of all items above. Cleaning and Restoration of Property at Completion of Project At the Project completion, the Contractor shall: 1. Reinstall all exterior building components removed or adjusted to provide access for doing repairs. The reinstallation shall be done using the materials and workmanship that would be expected for a new installation, taking into consideration any installation difficulties caused by existing defects or changes in the building. Any reinstallation problems must be brought to the attention of the Engineer. 2. Promptly remove all debris, materials, equipment, etc., from the site and leave the premises of the buildings, driveways, and deck areas clean. Clean surface areas of excess paint, coatings, sealants, etc. The Engineer will observe the Work after final clean-up Work. Rejected Work shall be cleaned until completed to an acceptable Wgi n.ge f (g are examples, but not by way of limitation, of cleaning levels requi' " a. Remove labels that are not required as permanent labels. b. Clean transparent materials, including mirrors and window/door glass, to a polished condition, removing substances that are noticeable as vision -obscuring materials. C. Replace broken glass and damaged transparent materials. d. Clean exposed exterior hard surfaced finishes to a dirt free condition, free of dust, - - - — stains, films, and similar noticeable distracting substances. Except as otherwise indicating, avoid disturbance of natural weathering of exterior surfaces. Restore reflective surfaces to original reflective condition. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 84414060 ♦ Facsimile (561) 844-1001 w .struc-engineers.com 23 of 24 STRUCTURAL ENGINEERING PROFESSIONALS, INC. CA 8539 Structural, Mechanical & Civil Engineering Consultants e. All surfaces shall be free of debris and surface dust. Replace or repair any areas damaged during the progress of Work. Warranty At Project completion, the Contractor shall issue a warranty for all items included in the Scope of Work throughout the Project for a period of not less than 5 years against defective materials and/or workmanship of Contractor's Work. Contractor will provide copies of warranties to the Owner prior to contract signing along with executed and assembled documents from subcontractors, suppliers, and manufacturers. Final notarized copies of warranties to be supplied to Owners prior to final payment. For items or Work delayed beyond date of Substantial Completion, the Contractor shall provide updated submittals within 10 days after acceptance, listing date of acceptance as start of warranty period. The warranty period shall not commence prior to Substantial Completion of the Work. Prior to final payment duplicate notarized warranties issued by the Contractor and principle material suppliers shall be issued to the Owner. Areas determined to the defective by the Engineer shall be fixed to the satisfaction of the Engineer at the Contractor's sole expense. Contractor's expense will include all costs for material, equipment, and labor as necessary to correct the defective Work. INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS Specific product specifications regarding storage, preparation, application, and warranty for the materials called out in the above have been omitted herein for clarity. Such applicable specifications for those products listed herein, or subsequently approved for use by the Engineer, including preparation procedures, inspection requirements as associated with warranty provision, Contractor qualifications and any other requirements specifically required by the producers of such are considered a part of this specification. Copies of such will be provided to the Building Officials or Owners upon request. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 w W.strucengineers.com . c; e ♦ 1 �� 24 of24 GENERAL DOTES 1. REFERENCE MATERIALS: FLORIDA BUILDING CODE, CURRENT EDITION WITH REVISIONS AND SUPPLEMENTARY CODES AND STANDARDS REFERENCED THEREIN. 2. REFER TO THE CONCRETE AND WATERPROOFING REPAIR SPECIFICATIONS, THE 2600 CONDOMINIUM ASSOCIATION, FOR DETAILS OF SCOPE OF WORK, MATERIALS, AND GENERAL REPAIR PROCEDURES. 3. REPAIRS SHALL BE IN ACORDANCE WITH REPAIR SPECIFICATIONS AND STANDARDS SET FORTH BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) AND APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI). PREPARED CONCRETE 3/4" MIN. SURFACES OXIDIZED (CORRODED) BARS CLEARANCE UNOXIDIZED TO RECEIVE REFER TO & TIGHTLY PATCH NOTE #5 BONDED BARS SECTION THROUGH I I REFERTO 7 CONCRETE MEMBER NOTE # APPLICABLE TO HYDRODEMOUTON, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPUCABLE TO HORZ., VERT AND OVERHEAD LOCATIONS 4. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE DAMAGED OR OXIDIZED REINFORCING STEEL. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. 5. PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REBARS AND SURROUNDING CONCRETE OR 1/4" LARGER THAN LARGEST AGGREGATE IN REPAIR MORTAR, WHICH EVER IS GREATER. 6. CONCRETE REMOVAL SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE -I OF BOND INHIBITING COROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. MINIMUM EXPOSURE OF CLEAN STEEL IS 2" OF BAR. 7. IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED. 8. ANY REINFORCMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. -. TERPDRNif &WRIER wAu roa [NraaoR REOAaS 1/1' SAW CMUfeAT EXIptIDR Ir, DR CDLVUN p,WRLL DECK3' DEPIN D(WARM SEAL APPROVED BY: - I. 1111 DAVID. COLST'OAf'ISCEs. ,) FL REG #55501 I, DATE: en DVEPoIFM Rom (") CAUTION! BEFORE STARTING COIJCRETE REMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER(S) AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS AND AT COLUMN EXCAVATIONS. METHOD A PREPARED SURFACE 1/2" SAWCUT MAX OR TO RECEIVE REPAIR LESS AS NECSSARY TO MATERIAL AVOID CUTTING REINFORCING STEEL 4'-0" h OF EXG SECTION THROUGH CONCRETE MEMBER APPLICABLE TO HYDRODEMOUTON, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS. APPILCABLE TO HORZ., VERT AND OVERHEAD LOCATIONS 9. SANDBLAST STEEL REINFORCEMENT TO REMOVE BOND INHIBITING MATERIALS SUCH AS RUST. IF THE REINFORCEMENT BAR'S CROSS -SECTIONAL AREA HAS BEEN DIMINISHED BY 15% OR MORE, THE BAR WILL REQUIRE REPLACEMENT. MINIMUM LAP DISTANCE IS 40 TIMES THE BAR DIAMETER. WHERE UNABLE TO LAP THE FULL DISTANCE, REBAR MAY BE DOWLED A MINIMUM SHORING POST OF 4" INTO SOUND CONCRETE WITH EPDXY. INSTALLATION 10. AT EDGE LOCATIONS PROVIDE APPROVED RIGHT ANGLE CUTS. AVOID FEATHERED EDGES. EDGE PREPERATION GUIDELINES PATCH CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE. FOR EXAMPLE: db PREFERED PREFERED 11. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOSELY BONDED AGGREGATES). CHECK THE SURFACES AFTER CLEANING TO ENSURE THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 12. PRIME AREAS TO RECEIVE REPAIR MORTAR WITH BONDING AGENT PER SPECIFICATION. EXCAVATED CONCRETE ,VATION TO 20% N CROSS NLESS BY ENGINEER MAXSHORING POST INSTALL -ATION SHORING POST INSTALLATION ._12" MAX 13 PATCHING MATERIAL TO BE POLYMER MODIFIED REPAIR MORTAR PER SPECIFICATION I COLUMN EXCAVATION LIMITS CONSTRUCTION SHORING 1 1. SHORING REQUIRED AT THE ENGINEER'S DISCRETION AND DIRECTION OR WHERE! EXCAVATED DECK EXCEEDS 25% OR 50 SFT. EocE 2. ALL SHORES TO BE TELESCOPING STEEL SCREW JACKS WITH A RATED LOAD OF �(TMRa)a I 5000 LEIS MIN. WHEN EXTENDED TO 8' UNLESS OTHERWISE NOTED. 3. ALL SHORING TO BE PLACED AS DIRECTED BY THE ENGINEER AND PRIOR TO EXCAVATION. 4. AFTER INSTALLING SHORES, TIGHTEN EACH SHORE TO HARD FIT PLUS 1/2 TURN. ✓ fir«'. -r,� x f 5. SHORING POSTS SHALL NOT BE RELEASED UNTIL NEWLY INSTALLED REPAIRS DRAWN .HAVE. CURED TO 95% DESIGN STRENGTH. OR. FOR A MINIMUM OF 14 DAYS, AT TYPICAL SECTION THRU SLAB REPAIR— " ENGINEER'S DIRECTION. CHECK SEE REPAIR SPECRICARDN MR DERAIS SCALE 90'HrE� 0C,EJA�JA IrIr C� ��D0rIrJ�IrU J,r GENERAL REPAIR PROCEDURE AND SHORING 9900 S OCEAN DR JENSEN BEACH, FL 34957 5 aim ESP CA#8539 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 751 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 Fax: (561) 844-1001 S-1 SHEET 1 OF 2 JC DC NTS Y4" Tapcon 12" on center, repair all fastener Foam or, carpet, secure to the holes at the end of. removal top cap of wind wall (TYP. Top & Bottom) (TYP. Top & Bottom) "Only for impending hurricanes 1 "x2", used to secure visqueen to wind wall Visqueen-tape & staple visqueen as needed to secure to wind wall 2X, 16d nails in (TYP. Top & Bottom) each 2"x4" stud (TYP. Top & Too Section Secure Y2" plywood to the 2"x4" Bottom) View studs at 8' on center with 8d nails (TYP. Top & Bottom) 2"x4" Strongback brace to be installed at half height of wall 1-12d nail in each 2"x4" stud Kicker brace leg 16" on center 1-12d nail in each end Kicker brace base 2%4" Y4" concrete tapcons at 12" on center "Only for impending hurricanes Y2" Plywood r— Visqueen (6 MIL THK) over plywood Reinforce alternating stud: "ONLY for impending hurricanes i Bottom Section View See TYP_._ call= -outs --,on top section view. GCJE�A ��A Ile WEATHER WALL DETAILS 9900 S OCEAN DR JENSEN BEACH, FL 34957 NOTES: 1) Onsite engineer may approve temporarily omitting of some or all Tapcons into upper and lower plates, along with kicker braces at his discretion. In cases of anticipated high winds or huricane watch/warnings, engineer will require Tapcons and kicker braces or another form of strengtheners to be installed. ,.,- _1I--.._II I - --tion All 2" x 4" on 16" centers Visqueen (6 MIL THK) to cover entire wall Caulk both sides of wind wall top to bottom Caulk entire plate to concrete _LIE-'P CA#8539 STRUCTURAL ENGINEERING PROFESSIONALS, INC. 761 Northlake Blvd., Suite 2C Phone: (561) 844-4060 North Palm Beach, FL 33408 Fax: (561) 844-1001 D� CHECKED SCALE ;j JC DC S-2 SHEET 2 OF 2