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HomeMy WebLinkAboutProject Specs Concrete Restoration ProjectSTRUCTURAL ENGINEERING PROFESSIONALS, INC. Struchiral, Mechanical & Civil Engineering Consultants PROJECT SPECIFICATIONS CONCRETE RESTORATION PROJECT For Sea Palms Condominium Association Inc. 3200 North Highway AIA North Hutchinson Island, FL 34949 October 7, 2020 Prepared,By: Davis! T. COIs on FL P.E. #55501/ ` 2 (c) *1 -c>c>sI REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 334Q ®�� Office (561) 844-4060 ♦ Facsimile (561) 844-1001 rj www.struc-engineers.com it C )PY STRUCTURAL ENGINEERING PROFESSIONALS, INC. Strccctural, Mechanical £� Cavzl Engineertng Consultants Table of Contents SCOPE OF WORK: 4 General Project Inclusions: 4 DEFINITIONS 6 SUBJECT AND PROPERTY LOCATION 7 ENGINEERING (GENERAL) 7 Inspections 7 Contractor Responsible for Means and Methods 8 Interpretation of Requirements 8 Reuse of Documents / Ownership 9 CONTRACTOR'S GENERAL REQUIREMENTS 9 Administrative Responsibilities 9 Permits, Fees, and Notices 9 Substitutions 10 Submittals 11 Mobilization / Staging Area 11 Utilities 11 Public Construction Inspections: 11 Personnel Conduct and Dress 11 Safety during the Project 12 Survey of Existing Conditions: 12 Product or Material Samples 13 Quality Assurance 13 Additional Work or Work Not Anticipated: 13 Acceptance of Substrate 14 Rain Days 14 As -Built Drawings: 14 Damage liabilities / Responsibilities: 14 CONCRETE REPAIR 15 Repair Materials 15 Fasteners: 17 Codes & Standards: 17 Concrete Testing: 17 Concrete Curing: 18 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 2 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Sti-uctural, Mechanical & Civil Engineering Consultants General Concrete Repair Procedure: Reinforcement Replacement: Weather Walls: Storm Protection: Crack Repair: STUCCO REPAIR Inspection Preparation Cement Plastering (Stucco) Moisture Retention and Curing PAINTING GLASS SLIDER REMOVALS: Fasteners: SHUTTER REMOVALS — INSPECTIONS & REPAIRS: ALUMINUM RAILS PROJECT CLOSEOUT General Prerequisites to Substantial Completion Prerequisites to Final Payment: Cleaning and Restoration of Property at Completion of Project: WARRANTY INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS: 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Page 3 of 27 18 19 20 20 20 21 21 21 22 22 22 22 23 23 23 25 25 25 25 26 27 27 Sea Palms - Concrete Specifications i STRUCTURAL ENGI.NEERINGPROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants SCOPE OF WORK: The primary purpose of this project is to accomplish structural and non-structural concrete repairs on balconies, columns, beams and ceilings, including the possible removal and reinstallation of shutters glass sliders and railings. The scope of work to be performed under the terms of this contract includes furnishing all materials, labor, services, utilities, permit fees, supervision, tools and equipment required or incidental to the demolition, replacement and/or repair of identified existing concrete elements. All measurements are to be verified in the field by the Contractor. General Project Inclusions: 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 condominiums. 2. Where work is being performed by the contractor, the' Contractor shall take all necessary and appropriate measures to protect the Cbndominium buildings' various components affected by the work (including, but not necessarily limited to: shutters, light fixtures, glass sliding doors, windows, landscaping and sod, etc.) from potential damage caused during the construction project. 3. A Pre -Condition Survey of the buildings shall be accomplished with the Engineer's representative present and documented prior to starting actual repairs. 4. Engineer will mark areas of tile or decorative finish removal. Contractor to remove and dispose of tile, finishes and membranes down to the structural deck, including grinding any adhesives or mortar that may exist for all areas scheduled and/or selected for concrete repair. 5. Install shoring as required by the Engineer and call for inspection. See shoring plan on included drawing. Shoring to remain in place until concrete has reached 95% of its design strength or until specific approval from the Engineer in writing. 6. Shutter Removals - Where required, removed shutter assemblies or track assemblies as directed by the engineer. (See Shutter Section within this document). Use Elco Aggre-Gator 300 fasteners for reinstalls. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms - Concrete Specifications Page 4 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 7. Railings will generally be removed only where necessary. In cases of railings removed and reinstalled, they shall be installed IAW original drawings where possible. Otherwise, this office will provide fastening details. Maintain a minimum top rail height of 42". 8. Similarly, remove screen assemblies where necessary and at Engineer's direction. Use Elco Aggre-Gator 300 fasteners fori reinstalls. 9. Repair deteriorated/spalled concrete elements (e.g., decks, columns, edges, overhead ceiling etc., at locations designated by the Engineer and in accordance with these specifications. Engineer will advise and approve the limits and extent(s) of repair excavations. Use only materials' per this specification unless specifically approved by the Engineer. NOTE: Unit cost/pricing 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.). Apply new stucco finish (to match existing), at all exterior areas affected/damaged by the work. NOTE: Repair of Stucco at areas affected/damaged by the work shall be included as part of Unit Price. 10.Other Areas of Stucco Repair: Repair of cracked, deteriorated, and/or delaminated stucco at areas not associated with concrete repairs, as directed/identified by the Engineer and in accordance,with these specifications. The Engineer shall advise and approve the limits and extents of stucco repairs during construction inspections. 11. Glass Sliders: Where required, remove, mark and/or identify, protect, store on - site, and reinstall existing sliding glass door (SGD) assemblies (Inclusive of NEW Aluminum Sill -Tracks — if required). See Glass Sliders Section Within herein. Weather Walls also required IAW drawing included herein. 12.Apply (Engineer approved) migrating corrosion inhibitor (MCI) onto (selected) new and/or existing balcony/floor slab surface(s) (2 applications). 13. Inspect for water ponding and provide for positive drainage on all repair areas as required. Utilize flash patch as directed by the Engineer. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 5 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 14.Apply a Urethane Waterproofing Membrane (BASF or Sika) or Engineer Approved Equal) Cementitious Membrane & decorative finish on balconies. Waterproofing should wrap down over the edges. 15. Paint Repaired Areas (Columns, Edges, Etc): Preparation, Priming, and Painting of all exterior repair areas (to match existing paint color) in accordance with paint manufacturer's specifications. 16. Clean and remove debris from the site on a daily basis and as per this specification. DEFINITIONS 1. The term "Owner" or "Association" is hereby defined as the Sea Palms Condominium Association, Inc. or their appointed representative or agent. 2. The term "Engineer" is hereby defined as Structural Engineering Professionals, Inc. or their duly appointed representative or agent. 3. The term "Contractor" is hereby defined as Blue Coast Construction, or their duly appointed representative. 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 for 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 meaning of this Specification and/or contract. 7. The term "Project Schedule" shall mean the project schedule that the Owner and Contractor have agreed upon which must be apprdvetl prior to the commencement of the Work. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms - Concrete Specifications Page 6 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, IN.C. Structural, Mechanical & Civil Engineering Consultants 8. Where "request", "approval', "satisfactory", and similar words appear, it is the written 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 make ready for beneficial operation by the Owner. SUBJECT AND PROPERTY LOCATION Sea Palms Condominium Assocation, Inc. 3200 N. Highway Al North .Hutchinson Island, FL 34949 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. 1. During onsite engineering inspections, the Engineer shall review any work underway, regarding work locations, methods, shoring, forms, safety, property protection, concrete placements, proper curing of newly placed concrete, Owner concerns, or any other items as appropriate. 2. EXCAVATION LIMITS: The Engineer shall inspect and approve 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. 3. APPROVAL TO PLACE CONCRETE: The Engineer shall inspect all areas prior to concrete placement and give written approval, for all concrete placements. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 7 of 27 a STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants The Engineer shall inspect all prep work, including forms, shoring, safety, steel bar repairs, and any adjustments to excavation limits. 4. PLACEMENT OF CONCRETE: The Engineer may inspect bag -goods concrete placements at their discretion. Contractor is responsible to make Engineer aware of all concrete placements at least 48 hours in advance. 5. CERTIFICATION AND TESTING: The Engineer shall be present for all certification inspections by product manufactures or installers as well as any testing, formal or informal, to exhibit proper installation of materials. 6. FINAL: The Engineer shall inspect and approve the completion of all repairs, including any correction or punch list items for each work area as appropriate. 7. The Engineer reserves the right to require additional inspections at various times throughout the project. Approvals 1. The Engineer, when satisfied with the Work, shall approve the Work in writing. 2. 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, ot, 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms - Concrete Specifications Page 8 of 27 a STRUCTURAL ENGINEERING PROFESSIONALS, INC. :— Structural, Mechanical & Civil Engineering Consultants Reuse of Documents / Ownership 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 be responsible for the on time maintenance of the construction 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 Project Schedule and submit revisions to Engineer and Owner. This does not alter in any way performance or completions dates as stipulated by the Contract. i 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. I 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. i Permits. Fees, and Notices 1. Except as specifically approved by the Owner in writing, the Contractor shall secure and pay for all licenses 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 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach; Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 9 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, hkchdnical- & Civil Engineering Consultants the cost of any approvals, permits, and fees that may: be required by local authorities. (Fees to be reimbursed by Owners) 2. Contractor shall pay all applicable sales, consumers 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 and are to be verified by the contractor. 4. A copy of all required permits, licenses, certificates, and approvals shall be delivered to the Engineer and a copy shall be posted ,in a prominent location at the Project site prior to the commencement of the Work. 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 costs attributable thereto. Substitutions The Engineer will consider formal requests 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. i 6. Accurate cost comparisons between substitute and that specified. 7. No substitution shall be used without prior Owner's and Engineer's written approvals. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms — Concrete Specifications I Page 10 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants Submittals The Contractor shall submit with a letter of transmittal to the' Engineer tow (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 order without the Engineer's written approval shall; not be used on the Project and shall not be paid for by the Owner. Mobilization / Staging Area The Contractor is to submit his requirements for a staging area to the Owner for written 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. 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 official(s), 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms - Concrete Specifications Page 11 of 27 a STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 5. The Contractor will provide as required the Engineer with a list of all personnel to be employed at the job site if required and in accordance with the Owner's security policy. 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, on a daily basis trash and debris, flammable cloths and discarded materials that could support combustions. All debris and rubbish must be placed in approved dumpsters on a daily basis and dumpsters emptied as required on a regular basis. 3. Contractor shall at all times strictly comply with the 2017 Florida Building Code — Chapter 33 (Safeguards During Construction), 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. 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 survey of railings, enclosures, windows, doors, 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms - Concrete Specifications Page 12 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 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. 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 certificIates 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: 1. 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 in writing as a change order 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 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 13 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. �y Structural, Mechanical & Civil Engineering Consultants 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 the contractors 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. Rain Days Rain days and delays associated to them shall be documented in writing and forwarded to both the Engineer and the Owner for written 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. Damage liabilities / Responsibilities: The Contractor will be held solely responsible for the protection of the Owner's property, including all balconies, screens, windows, shutters, walkways, shrubbery, parked vehicles, and any other property in the area from damage. Contractor shall provide adequate covering and protection required during the Work. 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 14 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering. Consultants 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 and shall not proceed unless Contractor is granted 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 cleanup involved in the work outlined in this specification, and his employees during the performance of their labor. 6. The Engineer shall determine any disputes regardingithe reasonableness of repairs. CONCRETE REPAIR Repair Materials 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 written 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/C ratio <_ 0.40 b. Total water soluble chloride ion (CI) content <_ 0.05% by weight of cement c. No concrete shall be cast -in place, which is in excess of 90 minutes from the ticketed batch time. I 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) $44-1001 www.struc-engmeers.com Sea Palms -Concrete Specifications Page 15 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. St��cctural, Mechanical � Civil Engineering Consultants 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 written approval prior to use. 5. New reinforcing steel shall be ASTM A615, grade 60. 6. The following Design Mix is specifically approved for use: Rinker P/C 1177769 7. The following named bag materials are specifically approved for use. The Contractor shall submit to the Engineer for review and acceptance concrete mix designs, manufacturer's product information and manufacturer's installation instructions for all other materials to be utilized. Approved Repair Materials Application Partial & Full Depth Slab, Beam, Columns Horizontal Repairs Vertical / Overhead, Repairs Bonding Agent / Anti Corrosion Epoxy Gel for Doweling Bars Repair Product Sikacrete 211 SCC Plus Sikacrete 211 SCC 'Plus SikaQuick VOH Sika Arrnatec 110 EpoCem Sika AnchorFii-2 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 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 16 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Sfiztctural, Mechanical & Civil Engineering Consultants Excellent for moving. Wall Cracks Sikaflex-15 LM joints in vertical applications LV Epoxy for Gravity Feed or Sikadur 35, Hi -Mod LV Prep surface of crack Crack Injection thoroughly Fasteners: All exterior driven concrete fasteners shall be Elco Aggre-Gatgr 300 series fasteners. For non-structural applications; metal to metal, 316 stainless steel fasteners shall be utilized. Codes & Standards: Repair work under this specification shall. be accomplished in compliance with the following codes, specifications and standards, except as otherwise specified: 1. Florida Building Code (2017) Edition 6. 2. ACI 301 "Specification for Structural Concrete" 3. ACI 311 "Recommended Practice for Concrete Inspection" 4. ACI 318 "Building Code Requirements for Reinforced Concrete" 5. ACI 347 "Recommended Practice for Concrete Formwork" 6. ACI 304R "Guide for Measuring, Mixing and Placing Concrete" 7. ICRI — Guideline No. 03731, "Guide for Selecting Application Methods for the Repair of Concrete Surfaces" Concrete Testing: Contractor shall retain an engineering testing laboratory at; his expense to perform all concrete testing. 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. 1. 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 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms —Concrete Specifications Page 17 of 27 i STRUCTURAL ENGINEERING PROFESSIONALS, INC. Strccctzcral, Mechanical F� Civil Engineering Consultants 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 tothe Engineer. Except as otherwise directed, the laboratory shall send a minimum of two copies of test reports to the Owner, Engineer and Contractor. 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. 2. All concrete shall cure a minimum of 28 days or testing ishow 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms -Concrete Specifications Page 18 of 27 a STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 4. Concrete shall be removed completely around the reinforcing steel providing a minimum clearance of 3/" between reinforcing and remaining concrete. 5. Saw cut the perimeter Y2" 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 -Preferred Method. Alternate Method - Removal of rust by wire - brushing (Requires approval by the Engineer). 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 accordance with ACI 301 and manufacturer's specifications. 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. 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 bans — 35". 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-10,01 www.struc-engmeers.com Sea Palms - Concrete Specifications Page 19 of 27 f 3 STRUCTURAL ENGINEERING PROFESSIONALS, INC. _ Structural, Mechanical & Civil Engineering Consultants 4. After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing. Secure in place with the wires. 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 3/" 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. 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 chipping itool to a 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 tot exceed 1/4". Pout- Epoxy Binder into the v-notch until the crack is completely filled, adding more resin as the product penetrates. Allow to cure and finish grind. 4. For pressure injection applications, remove loose andl deteriorated materials for 1 inch on each side of the crack. Assure surfaces are sound, clean, and free of all 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms - Concrete Specifications . Page 20 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants bond -inhibiting materials including oil, dust, and dirt. Blow the crack clean with oil - free compressed air. Surfaces must be dry or damp, and free from standing water. Install injection ports with Epoxy Gel, directly to the, crack. Using a putty knife, force the material against the concrete and around the injection port, sealing the surface of the crack. Allow the gel to cure before pressure injecting the crack with Epoxy Binder using standard pressure injection equipment. STUCCO REPAIR Inspection 1. 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 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 four inch coverage over top of base flashings. Remove all stucco material and sheet material below saw cut. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms —Concrete Specifications Page 21 of 27 - ► j STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 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 existing. 2. Mixing: Use mechanical mixers of approved type. Keep mixer and tools clean. Re -tempering will not be permitted. 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. 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. PAINTING A painting sample will be provided by the Association for the contractor to use. GLASS SLIDER REMOVALS: The Engineer shall identify and advise individual sliding glass door assemblies which are to be removed and reinstalled. Glass sliders may be reinstalled at the discretion of the Engineer and the local building official provided they are in "good condition". All glass sliders shall be reinstalled IAW the original NOA's if possible or as directed by the engineer. New door tracks if required, shall be Set in a Continuous Mortared "Mud Bed"); Installation shall include NEW PT Wood Bucks (Where Required). 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 22 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants Repairs: Installation of NEW Door -Rollers, Locks and Handles, Bottom Rail Felts and Gaskets; shall be at the option of the individual Owners, unless required by the Engineer. Fasteners: Unless otherwise specified and approved by the Engineer, All new metal to metal fasteners used and/or required to reinstall the sliding glass door assemblies shall be 316 series stainless steel fasteners. All concrete fasteners used and/or required to reinstall the sliding glass door assemblies shall be Elco;Aggre-Gator 300 Series Stainless Steel Fasteners. SHUTTER REMOVALS — INSPECTIONS & REPAIRS: Engineer shall identify and advise individual shutter track assemblies which are to be removed and reinstalled. Where required, contractor or his qualified subcontractor will remove, mark and/or identify, protect, store on -site, and reinstall existing Shutter assemblies (including end terminations, attachment clips, concrete fasteners. Before removal, shutters should be inspected for broken rollers, blades, handles, etc and a written report presented to the Engineer and Board of Directors. Upon authorization of repairs, and once repairs are completed, shutters will be re -installed IAW original NOA's or as directed by the engineer. Unless otherwise specified and approved by the Engineer, All new metal to metal fasteners used and/or required to reinstall the shutter assemblies shall be 316 series stainless steel fasteners. All concrete fasteners used and/or required to reinstall the shutter assemblies shall be Elco Ag_gre-Gator 300 Series Stainless Steel Fasteners. ALUMINUM RAILS Aluminum Structure(s) Design Requirements Any replacement guardrails, and other components to be designed in strict accordance with the provisions of the 2017 Florida Building Code. Calculations and/or shop drawings submitted must include applicable wind loads for the building, minimum design loads per code, and proper or minimum requirements of the building to receive the loadings from the railing system (i.e. embedment depth, grout strength, edge distance, etc.). The maximum possible loading should be applied to individual components and continued through a logical load path. Also, calculations and/or shop drawings are to 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms - Concrete Specifications Page 23 of 27 i STRUCTURAL ENGINEERING PROFESSIONALS, INC. St►�ictzcral, Mechanical F� Civil Engineering Consultants include all attachment details for all railing components to one another and to the existing building. Elco Aggre-Gator 300 Series Stainless Steel Concrete Anchors shall be used for the attachment of the aluminum screen enclosures to the building. Vacuum all fastener holes and fill with polyurethane sealant prior to insertion. All metal to metal fasteners shall be 316 series stainless steel. Aluminum Structure(s) Painting and Coating Requirements All new aluminum structures including hand/guard rails and integral parts for the enclosures are to be coated using Kynar 500 PVDF with an Amorphous Chromium Phosphate Pretreatment in accordance with AAMA 2605-13."Voluntary Specification, Performance Requirements and Test Procedures for— SUPERIOR PERFORMING ORGANIC COATINGS ON ALUMINUM EXTRUSIONS AND PANELS". Data and test reports of chosen coating to be submitted along with engineering calculations and site specific drawings for all aluminum structures. Additionally, all drawings need to include painting or coating type, and any special requirements to conform with AAMA 2605-13, and any other pre -determined requirements from the design engineer. All aluminum structure coatings to bear a manufacturer's or installer's unconditional 10 year (10) year warranty (to the Association) on all extruded aluminum, structural aluminum, and attachment components (such as screws, fasteners, bolts, nuts, shims, clips, angles, etc.) against all forms of bubbling, peeling, rusting, signs of corrosion, chalking, or any other form of aesthetic degradation of the coating. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engmeers.com Sea Palms —Concrete Specifications Page 24 of 27 e 4 Y STRUCTURAL ENGINEERING PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants 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 ipermits, operating certifications, and similar releases. 3. Deliver tools, spare parts, extra stocks of materials, and similar physical items to locations as directed by the Owner. Two percent (2%) of each type of product shall be given to the Owner for future repairs. 4. Discontinue and remove from Project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements. 5. Complete final clean-up requirements. 6. Substantial Completion will be approved when the Work is completed to the satisfaction of the Engineer. 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. 751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408 Office (561) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com 1 Sea Palms - Concrete Specifications Page 25 of 27 STRUCTURAL ENGINEERING PROFESSIONALS, INC. �y Structural, Mechanical & Civil Engineering Consultants 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, concrete splatter, coatings, sealants, etc. The Engineer will observe the Work after final clean-up Work. Rejected Work shall ;be cleaned until completed to an acceptable condition. The following are examples, but not by way of limitation, of cleaning levels required: a. Clean transparent materials, including mirrors and window/door glass, to a polished condition, removing substances that are noticeable as vision - obscuring materials. b. Replace broken glass and damaged transparent materials c. 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) 844-4060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 26 of 27 _r STRUCTURAL ENGINEERINGL PROFESSIONALS, INC. Structural, Mechanical & Civil Engineering Consultants d. 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 sample warranties to the Owner prior to contract signing along with executed and assembled documents from subcontractors, suppliers, and manufacturers. 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 Beaeh, Florida 33408 Office (561) 8444060 ♦ Facsimile (561) 844-1001 www.struc-engineers.com Sea Palms -Concrete Specifications Page 27 of 27