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HomeMy WebLinkAbout0707-0159 PERMIT DOCUMENTSnovutiue Technologies REPAIRS A MIR 1000i JEN; 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com I® RENOVATIONS TO WAR CONDO S. OCEAN DR. EN BEACH, FL ly 10, 2007 ST. LUCIE COUNTY PLAN REVIEW O 10 1 — 011 BLDG: DATE: �. ELEC- DATE: PLUMB, DATE: MECH: DATE: __ it t .Innovative ft � g r;- Technologies REPAIRS Miramar Ooi U TABLE OF CONTENTS DIVISION 1 GENERAL 01019 General Requirem 01028 Change Order Pro 01039 Coordination and 1 01045 Cutting and Patcl' 01500 Construction Facili 01700 Contract Closeout DIVISION 3 CONCRETE 03700 Concrete f DIVISION 9 FINISHES 09900 Painting DRAWINGS SK 1 Column Repair SK-2 Concrete Repair SK-3 Concrete Repair SK-4 Concrete Repair APPENDIX A Ao&FreD.Shaffer P g. No 26694 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com JD RENOVATIONS TO rminium Association Inc. 0 S. Ocean Dr. Beach, FL 34957 iTER SECTIONS FILE UVPY and Temporary Controls Exposing Reinforcing Steel Edge & Surface Conditioning Repair of Reinforcing Steel A....; 7886 SW Ellipse Way novat11?f'. Stuart, FL 34997 772.419.0655 ' Engineering �imail@ietpower.com tes GENERAL REQUIREMENT'S S CTION 01019 1.00 DESCRIPTION OF WO IC: FILE COPY A This project is generally to co' o , sist of the repairs to the structural and nonstructural components of a concrete repair located at 10000 S. Ocean Dr., Jensen Beach, FI 34957.. Th owner of the project is Miramar Condominium Association, hereinafter calle the Owner. The designer of the project is Innovative Engineering Tec nologies., Stuart, Florida, hereinafter called the Engineer. 1 Minor Materials and ork: Minor materials and work not specifically mentioned herein but necess ry for the proper completion of the work shall be furnished without additional st to the Owner. 2 Unforseen Major Repairs: Should deteriorated material of a major nature be uncovered in the course o the work, it shall be brought to the attention of the Engineer. Repairs shall be ade as directed, and an adjustment will be made in the contract price in accordance with the terms of the contract. B The scope of work is to gene ally consist of the following: 1 Remove loos and/or deteriorated concrete in Units 301, 201, 601 and first floor columns on the east side of the building. 2 Preparation a p d placement of new material in accordance wit the manufacturer's recommendations 3 Repair dammed concrete and/or reinforcing steel in the areas previously exposed. 1.01 PUBLIC RELATIONS A Any questions by the adjace�t property owners or other members of the public during construction should be directed to the Owner. 1.02 EXISTING UTILITIES AND STRUCTURES: A The existing utilities and fac lities shown on the drawings were located from the Owner's and other records. iGuaranty is not made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of any utilities, structures, or facilitates prior to performing any Work. B Prior to start of Work the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner and the Engineer will assume no liability for damages sustained or costs incurred because of the Contractor's operations in the vicinity of existing utilities or structures. The Contractor shall notify the ngineer of any deviation between existing conditions and the drawings. C The contractor is to be responsible for repairing any damage to the existing building arising out of the construction of the new balconies. 1.03 PRESERVING WATER QUALITY: A The Contractor shall exercise extreme care to minimize degradation of water quality at this site. All necessary provisions shall be taken to insure compliance 01019-1 F ; tr n[)Ziative h s Engineering with the water quality standard Chapter 17-3, Florida Adminisl that turbidity shall not exceed: background level. The waters Adequate silt -containment pro turbidity at all times at no ad& 1.04 " SALVAGED MATERIJ A Unless otherwise stated or ni this contract shall become th may not be reused, in the We salvaged materials not reuse otherwise disposed of by the 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com of the State of Florida. Attention is called to alive Code, and in particular, the requirements Nephelometric Turbidity Units above if the project area are classified Class III. .dures and equipment shall be used to control mal expense to the Owner. ed on the drawings, all materials salvaged under property of the Contractor. Salvaged materials except upon written approval of the Engineer. All shall be removed from the site of the Work or ;ontractor in a manner satisfactory to the Owner. 1.05 LIST OF DRAWINGS:"ft Am A The work shall conform to the following drawings which form a part011 Contract Documents. Repair Drawings: S-1. S- , S-3, S-4 flE CVPY 1.06 SUBSTITUTIONS: A Within thirty days after exec formal requests from Contra( specified, except specified it( B Submit five copies of request 1 Complete Data subst Contract Documents. 2 For Products: a Product identi address. b Manufacturer' (1) Produi (2) Perfor (3) . Refere c Samples. d Name and adi and date of in 3 For construction mett a Detailed desc b Drawings illus 4 Itemized comparison specified. 5 Data relating to Chan 6 Relation to separate 7 Accurate cost data or, or method specified. i of the Contract, the Engineer will consider for substitution of products in place of those followed by.the words no substitutions. substitution. Include in request: ating compliance of proposed substitution with including manufacturer's name and literature: description. ante and test data. ce standards. of similar projects on which product was used, ription of proposed method. Crating methods. of proposed substitution with product or method in construction schedule. proposed substitution in comparison with product OF SECTION 01019-2 Innovative Technologies CHANGE O PART GENERAL 1.0 SECTION INCLUDES 1.01 Submittals. 1.02 Documentation of change in C 1.03 Change procedures. 1.04 Construction Change Directive 1.05 Stipulated Sum change order. 1.06 Unit price change order. 1.07 Time and material change ora 1.08 Execution of change orders. 1.09 Correlation of Contractor Subi 1.01 SUBMITTALS A Submit name of the individual responsible for informing othe changes to the Work. B Change Order Forms: AIA G7 1.02 DOCUMENTATION 0 CONTRACT TIME A Maintain detailed records of v information required for evalu; costs of changes in the Work. B Document each quotation for to allow evaluation of the quoi C On request, provide additiona 1. Quantiti 2. Taxes, 3. Overhe 4. JustificE 5. Credit f D Support each claim for additio basis, with additional informai 1. Origin a 2. Dates a 3. Time re 4. Invoice.1 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com R PROCEDURES )N 01028 Sum and Contract Time. ithorized to receive change documents, and be in Contractor's employ or Subcontractors of Change Order. CHANGE IN CONTRACT SUM AND done on a time and material basis. Provide full i of proposed changes, and to substantiate a change in cost or time with sufficient data data to support computations: :s of products, labor, and. equipment. isurance and bonds. d and profit. ion for any change in Contract Time, r deletions from Contract, similarly documented. ial costs, and for work done on a time and material id date of claim. id times work was performed, and by whom. ords and wage rates paid. and receipts for products, equipment, and acts, similarly documented. 1.03 CHANGE PROCEDURES A The Engineer will advise of m`nor changes in the Work not involving an adjustment to Contract Sum �r Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by iss l ing supplemental instructions on AIA Form G710. 01028-1 ~'r 7886 SW Ellipse Way ��-InnovativeStuart, FL 34997 gineeran� 772.419.0655 r� mail@ietpower.com Technologies B The Engineer may issue a Pro osal Request which includes a detailed description of a proposed char ge with supplementary or revised Drawings and specifications, a change in Coy itract Time for executing the change with a stipulation of any overtime wo required and the period of time, during which the requested price will be consid red valid. Contractor will prepare and submit an estimate within 7 days. 1.04 CONSTRUCTION CIi NGE DIRECTIVE A Engineer may issue a docume t, signed by the Owner, instructing the. Contractor to proceed with a change in th Work, for subsequent inclusion in a Change Order. B The document will describe changes in the Work, and will designate method of determining any change in Co tract Sum or Contract Time. C Promptly execute the change n Work. 1.05 STIPULATED SUM C ANGE ORDER A Based on Proposal Request at d Contractor's fixed price quotation. FILE COPY 1.06 UNIT PRICE CHANG ORDER A For pre -determined unit pricei and quantities, the Change Order will be executed on a fixed unit price basis. B For unit costs or quantities of nits of work which are not pre -determined, execute Work under a Const ction Change Directive. C Changes in Contract Sum or ontract Time will be computed as specified for Time and Material Change Or er. 1.07 TIME AND MATERIA CHANGE ORDER A Submit itemized account and upporting data after completion of change, within time limits indicated in the Co I ditions of the Contract. B Architect/Engineer will determine the change allowable in Contract Sum and Contract Time as provided in he Contract Documents. C Maintain detailed records of ork done on Time and Material basis. D Provide full information requir?d for evaluation of proposed changes, and to substantiate costs for change in the Work. 1.08 EXECUTION OF CFI:'ondifions NGE ORDERS A Execution of Change OrdersEngineer will issue Change Orders for signatures of parties as provided in the of the Contract. 1.09 CORRELATION OF 7ONTRACTOR SUBMITTALS A Promptly revise Schedule of Yalues and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. B Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adju t time for other items of work affected by the change, and resubmit 01028-2 T1tAZ?ILiitibe En 6 �S;• Teering ezologies C Promptly enter changes in PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used Record Documents. OF SECTION 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com A4 t 01028-3 ' M►,1Innovative „i Enymeering leehnologtes COORDINA PART GENERAL 1.00 SECTION INCLUDES 1.01 Related Sections 1.02 Coordination. 1.03 Alteration project procedures. 1.04 Cutting and patching. 1.05 Preconstruction conference. 1.06 Site mobilization conference. 1.07 Progress meetings. 1.01 RELATED SECTIONS A Section 01045 - Cutting and Pa 1.02 COORDINATION A Coordinate scheduling, subrr specifications to assure efFici interdependent construction installed later. B Verify that utility requirement compatible with building utiliti interdependent responsibilitie service, such equipment. A B C D E F G H 1.03 ALTERATION PROJI Materials: As specified in proc patching and extending work. Close openings in exterior sur extremes of temperature and Remove, cut, and patch work means of restoring products a Refinish visible existing surfac specked condition foe each m Where new work abuts or aligi transition. Patch work to matt appearance. When finished surfaces are cL possible, terminate existing su division and make recommenc Where a change of plane of 1) Engineer. Patch or replace portions of e) discolored, or showing other it Finish surfaces as specified in 7886 Sal Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com ON AND MEETINGS :TION 01039 Is, and Work of the various Sections of and orderly sequence of installation of nents, with provisions for accommodating items iaracteristics of operating equipment are >. Coordinate work of various Sections having for installing, connecting to, and placing in 'PROCEDURES Sections; match existing products and work for to protect existing work from weather and a manner to minimize damage and to provide a I finishes to specified condition. to remain in renovated rooms and spaces, to erial, with a neat transition to adjacent finishes. with existing, perform a smooth and even existing adjacent work in texture and so that a smooth transition with new work is not ace along a straight line at a natural line of ition to Engineer. inch or more occurs, request instructions from surfaces which are damaged, lifted, individual product Sections. 01039-1 Innovative Technologies 1.04 CUTTING AND PAT A Employ original installer to p B Submit written request in ad, 1 Structural integrity of 2 Integrity of weather-e 3 Efficiency, maintenar 4 Visual qualities of sig 5 Work of Owner or sel C Execute cutting, fitting, and; Work, and to: 1 Fit the several parts 1 2 Uncover Work to inst 3 Remove and replace 4 Remove samples of i 5 Provide openings in e electrical Work. D Execute work by methods wl proper surfaces to receive pc, E Cut rigid materials using ma; F Restore Work with new prods Documents. G Fit Work tight to pipes, sleeve surfaces. H Maintain integrity of wall, ceil I Refinish surfaces to match ai nearest intersection; for an a J Identify any hazardous subst Engineer for decision or rem( PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com i cutting and patching. of cutting or altering elements which affects: sed or moisture -resistant elements. or safety of element. xposed elements. ite contractor. ling including excavation and fill, to complete ether, to integrate with other Work. or correct ill-timed Work. fective and non -conforming Work. called Work for testing. ments of Work for penetrations of mechanical and will avoid damage to other Work, and provide ng and finishing. y saw or core drill. in accordance with requirements of Contract ducts, conduit, and other penetrations through , or floor construction; completely seal voids. ;.ent finishes. For continuous surfaces, refinish to imbly, refinish entire unit. ;e or condition exposed during the Work to the OF SECTION 01039-2 Innovative Technologies PART1 GENERAL 1.1 SECTION INCLUDES A Requirements and limitations 1 1.2 RELATED SECTIONS A Section 01010 - Summary of V B Section 01120 - Alteration Pro alterations work. C Section 01300 - Submittals. D Section 01600 - Materials and E Individual Product Specificatio F Cutting and patching incident G Advance notification to other Sections. H Limitations on cutting structurc, 1.3 SUBMITTALS A Submit written request in adva 1 Structural integrity of ai 2 Integrity of weather-exr 3 Efficiency, maintenance 4 Visual qualities of sight 5 Work of Owner or sepa B Include in request: 1 Identification of Project, 2 Location and descdptio 3 Necessity for cutting or 4 Description of propose( s Alternatives to cutting a 6 Effect on work of Owne 7 Written permission of a 8 Date and time work will PART 2 PRODUCTS 2.1 MATERIALS A Primary Products: Those regi B Product Substitution: For any substitution under provisions 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com AND PATCHING �TION 01045 cutting and patching of Work. Work by Owner or by separate contractors. Procedures: Cutting and patching for Product Options and Substitutions. Sections: to work of the Section. actions of openings required in work of those members. ce of cutting or alteration which affects: f element of Project. )sed or moisture -resistant element. or safety of any operational element. ►xposed elements. ate contractor. of affected work. work, and products to be used. nd patching. or separate contractor. fected separate contractor. be executed. ed for original installation. roposed change in materials, submit request for Section 01600. 01045-1 Innovative ;aa;l n 4 1 mOI� aes �t PART 3 EXECUTION A B C 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com 3.1 EXAMINATION Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching. After uncovering existing.work, I inspect conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A Provide temporary supports to devices and methods to protec B Provide protection from elemei work. C Maintain excavations free of w 3.3 CUTTING AND PATCHIP A Execute cutting, fitting, and pa, work. B Fit products together, to integr C Uncover workto install ill -time( D Remove and replace defective E Remove samples of installed v F Provide openings in the work fi 3.4 PERFORMANCE A Execute work by methods to appropriate surfaces to recei B Employ original installer to p moisture resistant elements, cannot be determined or is u acceptable to the Engineer. C Cut rigid materials using ma: D Restore work with new produc Documents. E Fit work air tight to pipes, sleet surfaces. F At penetrations of.fire rated we completely seal voids with fire element. G Refinish surfaces to match adj+ nearest intersection or natural END OF SECTION insure structural integrity of the Work. Provide other portions of Project from damage. :s for areas which may be exposed by uncovering including excavation and fill to complete to with other work. work. non -conforming work. is for testing when requested. penetration of mechanical and electrical work. oid damage to other Work, and which will provide patching and finishing. )rm cutting and patching for weather exposed and d sight -exposed surfaces. If original installer iailable, contractor shall employ qualified person y saw or core drill. PNEUMATIC TOOLS NOT PPROI/AL. in accordance with requirements of Contract s, ducts, conduit, and other penetrations through partitions, ceiling, or floor construction, ted material, to full thickness of the penetrated ent finish. For continuous surfaces, refinish to sak. For an assembly, refinish entire unit. 01045-2 Linovaitive Ensneering 1iiieha' ono peS CONSTRUCTION FACILITII PART GENERAL 1.0 SECTION INCLUDES A Temporary Utilities: Electricity, facilities. B Temporary Controls: Barriers, and water control. C Construction Facilities: Parkinc temporary buildings. A A B C D A A A 1.1 RELATED SECTIONS [Section 01700 - Contract CI 1.2 TEMPORARY ELECTRI Connect to existing power ser need for continuous service. Owner will pay cost of energy Provide power outlets for con., distribution boxes. Provide fle; Permanent convenience recei 1.3 TELEPHONE SERVICE Provide, maintain and pay for mobilization. 1.4 TEMPORARY WATER Connect to existing water so 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com AND TEMPORARY CONTROLS ,N 01500 heat, telephone service and- sanitary and fencing, protection of the Work, progress cleaning, project signage, and Final cleaning.] FILE C UAI Py . Power consumption shall not disrupt Owner's I. Exercise measures to conserve energy. ion operations, with branch wiring and power cords as required. :s may not be utilized during construction. service to field office at time of project for construction operations. 1.4 TEMPORARY SANITAR FACILITIES Provide and, maintain required ,acilities and enclosures. Existing facilities shall not be used. 1.5 BARRIERS A Provide barriers to prevent ui Owner's use of site, and to pi damage from construction of as soon as possible and be r B Protect non -owned vehicular damage. 1.6 EXTERIOR ENCLOSURI A Provide temporary weather-tig acceptable working conditions heating and maintenance of re )rized entry to construction areas to allow for existing facilities and adjacent properties from ins and demolition. Barriers are to be set up stored materials, site and structures from closure of exterior openings to accommodate td protection for Products, to allow for temporary aired ambient temperatures identified in 01500-1 Y� u - 3 irchnologies individual specification Sei Provide access doors with 1.7 PROTECTION OF INSTA A Protect installed Work and pros individual specification Section B Provide temporary and remove activity in immediate work area C Provide protective coverings ai openings. D Protect finished floors, stairs, a or movement of heavy objects, E Prohibit traffic or storage upon activity is necessary, obtain rec or roofing material manufacture F Prohibit traffic from landscapec 1.9 SECURITY A Provide security and facilities operations from unauthorized B Coordinate with Owner's sect h1 A B C D 1.9 PARKING Do not allow vehicle parking 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com and to prevent entry of unauthorized persons. c)sina hardware and locks. ;D WORK special protection where specked in ale protection for installed Products. Control to minimize damage. walls, projections, jambs, sills, and soffits of other surfaces from traffic, dirt, wear, damage, protecting with durable sheet materials. terproofed or roofed surfaces. If traffic or emendations for protection from waterproofing �-T,1x1-1 protect Work, and existing facilities, and Owner's itry, vandalism, or theft. program. existing grass areas. 1.10 PROGRESS CLEANING Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. Remove debris and rubbish frorn pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. Broom and vacuum clean interir areas prior to start of surface finishing, and continue cleaning to eliminate 8ust. Remove waste materials, debri, and rubbish from' site weekly and dispose off -site. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used OF SECTION 01500-2 Innovative t S s Emyineering Technozogies PART GENERAL 1.0 SECTION INCLUDES A. Preparation of concrete and B Restoration of concrete surf, 1.1 REFERENCES A. ASTM C33 Concrete B. ASTM C150 - Portland 1.2 SUBMITTALS A. Submit product data under pro B. Submit product data indicating characteristics, technical spec! and generalrecommendations C. Submit manufacturer's installai 1.3 PROJECT RECORD A. Submit documents under B. Accurately record actual I description. 1.4 QUALITY ASSURANCE A. Materials Manufacturer. Corn specified in this Section with i B. Applicator" Company special documented experience. 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com REPAIR 03700 of repair materials. ms of Section 01300. duct standards, physical and chemical ions, limitations, maintenance instructions, arding each material. instructions under provisions of Section 01300. is of Section 01700. of repairs, type of repair, and repair E C'O'PY L V specializing in manufacturing the produc ium five years documented experience. in concrete repair with minimum five years 1.5 DELIVERY, STORAGE, AND HANDLING - A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Comply with instructions for storage, shelf life limitations, and handling. PART 2 PRODUCTS 2.0 PATCHING MATERIALS A. Bonding Agent: Polyvinyl aceta coagulant in mix, water resistar B. Portland Cement: ASTM C150, C. Sand: ASTM C33; uniformly gr+ D. Water Clean and potable. to emulsion, dispersed in water while mixing, non t when cured. Type II gray color. aded, clean. 03700-1 novative Ineering ' =FKWnologies 2.1 REINFORCEMENT MA N/A 2.2 MIXING CEMENTITIOUS A. Mix cementitious grout in accc purpose intended. B. Exclude bonding agent as adc PART 3 EXECUTION 7886 SW Ellipse Way Stuart 'FL 34997 772.419.0655 mail@ietpower.com TERIALS ice with manufacturer's instructions for to mix. 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation mean installer accepts existing surfaces and substrate. 3.2 PREPARATION A. Cut out area around repair to s aure edges of repair as per drawings. This work is to be done only to remove delaminated material. It is not necessary to expose all clean reinforcing steel. B. Clean concrete surfaces of dirt, laitance, corrosion, or other contamination; wire brush using water. Rinse surface and allow to dry. C. Flush out cracks and voids with water to remove laitance and dirt. D. Wire brush clean the exposed reinforcement steel surfaces. 3.3 INJECTION - EPDXY N/A 3.4 APPLICATION - CEMENT A. Apply coating of bonding agent coverage. B. Apply cementitious grout by ste into place filling voids at spallec B. FIELD QUALITY A. Field inspection and testing will B. Test concrete for calcium chlori ADHESIVE OUS GROUT damp concrete surfaces. Provide full surface I trowel to an average thickness of 1 inch. Tamp areas. Work mix into honeycomb. performed under provisions of Section 01400. content during the execution of the Work. OF SECTION 03 700-2 Linovative ineerin �Iyf Technoiogles CLOSEOUT 901700 PART GENERAL 7886 SW Ellipse Way. Stuart, FL 34997 772.419.0655 mail@ietpower.com 1.0 SECTION INCLUDES 1.01 Related Section 1.02 Closeout procedures. 1.03 Final cleaning. 1.04 Adjusting. 1.05 Project record documents. 1.06 Operation and maintenance data. 1.07 Warranties. 1.08 Spare parts and maintenance . aterials. 1.01 RELATED SECTIONS A Section 01500 - Construction F cilities and Temporary Controls: Progress cleaning. B Section 01650 - Starting of Sys ems: System start-up, testing, adjusting, and balancing. C Section 01730 - Operation and Maintenance Data. D Section 01740 - Warranties anc Bonds. 1.02 CLOSEOUT PROCEDURES A Submit written certification tha�folrk ontract Documents have been reviewed, Work has been inspected, and that is complete in accordance with Contract Documents and ready for Engi jeer's inspection. B Provide submittals to Engineer at are required by governing or other authorities. C Submit final Application for Pay ent identifying total adjusted Contract Sum, .previous payments, and sum remaining due. 1.03 FINAL CLEANING A Execute final cleaning prior to final inspection. B Clean interior and exteriorglass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C Clean equipment and fixtures to a sanitary condition. D Clean debris from roofs, gutters downspouts, and drainage systems. E Clean site; sweep pavedareas, rake clean landscaped surfaces. F Restore grounds to substantially the same conditions as they were prior to commencement of the Work. 1.0; ADJUSTING A Adjust operating Products and equipment to ensure smooth and unhindered operation. 01700-1 subIniiovative err pincering Teefinoi aga�es 1.05 PROJECT RECORD D A Maintain on site, one set of the revisions to the Work: 1 Contract Drawings. .2 Specifications. 3 Addenda. 4 Change Orders and oth 5 Reviewed shop drawing S Store Record Documents separ C Record information concurrent D Specifications: Legibly mark an actual Products installed, includ 1 - Manufacturer's name ar� 2 Product substitutions or 3 Changes made by Adde E Record Documents and Shop construction including: 4 Field changes of dimes.- -5 Details not on original C F Submit documents to Engineer PART 2 PRODUCTS Not used PART 3 EXECUTION Not used 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower. com MENTS winq record documents; record actual Modifications to the Contract. product data, and samples. ite from documents used for. construction. ith construction progress. record at each Product section description of ig the following: I product model and n dternates utilized. ida and Modifications. swings: Legibly markFaLtI and detail. act Drawings. claim for final Application for Payment. OF SECTION 01700-2 1� Innovative Engineering Technologies am�' iechlt o fogies PART GENERAL 1.0 WORK INCLUDED A Surface preparation. B Surface finish schedule. 1.1 REFERENCES A ANSI/ASTM D16 - Definitions of Related Products. B ASTM D2016 - Test Method for 1.2 DEFINITIONS A Conform to ANSI/ASTM D16 for 1.3 QUALITY ASSURANCE A Applicator: Company specializi years documented experience. B Products: manufacturer's best 1.4 REGULATORY REQUIRE A Conform to applicable code for 1.5 TESTS A Provide analysis and testing of 01400. 1.6 SUBMITTALS A Provide product data on all finis B Submit manufacturer's armlicai 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower. com 09900 Terms Relating to Paint, Vamish, Lacquer, and 1.7 DELIVERY, STORAGE, AN A Deliver products to site in sealed acceptance. B Container labeling to include mar brand code, coverage, surface pr designation, and instructions for r C Store paint materials, at minimum maximum of 90 degrees F, in wel manufacturer's instructions. D Take precautionary measures to combustion. Content of Wood. of terms used in this Section. in commercial painting and finishing with 3 rating requirements for finishes. or finish under provisions of Section g products. instructions. HANDLING id labelled containers; inspect to verify ifacturer's name, type of paint, brand name, paration, drying time, cleanup, color ixing and reducing. rmbient temperature of 45 degrees F and a ventilated area, unless required otherwise by fire hazards and spontaneous in ,innovative i neeriny � chnotogies 1.8 ENVIRONMENTAL REQI A Provide continuous ventilation ambient temperatures above 4 hours after application of finish instructions. B Do not apply exterior coatings above 90 percent, unless requl C Minimum Application Tempera 50 degrees F for exterior, unle: instructions. D Minimum Application Tempera interior or exterior, unless requ PART 2 PRODUCTS 2.0 MATERIALS A. Coatings: Ready mixed, except soft paste consistency, capable homogeneous coating. B Coatings: Good flow and brush streaks or sags. C Accessory Materials:. Linseed c materials not specifically indica of commercial quality. 2.1 FINISHES A Color and texture to match PART 3 EXECUTION 3.0 INSPECTION A Verify that surfaces are ready to manufacturer. B Examine surfaces scheduled to Report any condition that may p C Measure moisture content of sw not apply finishes unless moistui maximums: 1 Plaster and Gypsum Wallbo, 2 Masonry, Concrete, and Cor 3 Interior Located Wood: 15 pE D2016. 4 Exterior Located Wood: 19 p D2016. 5 Concrete Floors: 19 percent. D Beginning of installation means 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com id heating facilities to maintain surface and degrees F for 24 hours before, during, and 48 unless required otherwise by manufacturer's ring rain or snow, or when relative humidity is d otherwise by manufacturer's instructions. es for Latex Paints: 45 degrees F for interiors; required otherwise by manufacturer's for Varnish and Finishes: 65 degrees F for otherwise by manufacturer's instructions. field catalyzed coatings. Process pigments to a of being readily and uniformly dispersed to a properties; capable of drying or curing free of shellac, turpentine, paint thinners and other :d but required to achieve the finishes specified, adjacent surfaces. receive work as instructed by the product finished prior to commencement of work. :ntially affect proper application. ces using an electronic moisture meter. Do content of surfaces is below the following rd: 12 percent. :rete Unit Masonry: 12 percent. rcent, measured in accordance with ASTM measured in accordance with ASTM of existing surfaces. 7886 SW Ellipse Way vat inn-o ive Stuart, FL 34997 �Enq mieering. 772.419.0655 r= mail@ietpower.com lechnologtes 3.1 PREPARATION A Remove electrical plates, hard are, light fixture trim, and fittings prior to preparing surfaces or finishing. B Correct minor defects and clea surfaces which affect work of this Section. C Shellac and seal marks which may bleed through surface finishes. D Impervious Surfaces: Remove mildew by scrubbing with solution of trisodium phosphate and bleach. Rinse with clean water and allow surface to dry. E Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam or high pressure wat r. Remove oxidation with acid etch and solvent washing. Apply etching primer i nmediately following cleaning. F Asphalt or Bituminous Surfaces Scheduled for Paint Finish: Remove foreign particles to permit adhesion of finishing materials. Apply compatible sealer or primer. EMM G Insulated Coverings: Remove irt, grease, and oil fromW-e Con H Concrete Floors: Remove cont minations, acid etch, a h rwater. Verify required acid -al li balance is achieved. I Copper Surfaces Scheduled for a Paint Finish: Remove contamination by steam, high pressure water, or solvent washing. Apply vinyl etch primer immediately following cleaning. J Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. K Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. L Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scat, salt or alkali powder, and other foreign matter. Remove oil and grease with a s lution of trisodium phosphate; rinse well and allow to dry. Remove stains ca sed by weathering of corroding metals with a solution of sodium metasilicate fter thoroughly wetting with water. Allow to dry. M Plaster Surfaces: Fill hairline cr cks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. N Uncoated Steel -and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are evi ent, remove contaminants by wire brushing or sandblasting; clean by washingwith solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. O Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime coat bare steel surfaces. P Interior Wood Items Scheduled b Receive Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats.. Q Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streak, and sappy sections. Fill nail holes with tinted exterior caulking compound after prime coat has been applied. 09900-3 0 , . Annovaitive 7886 SW Ellipse Way Stuart, FL 34997 #y 772.419.0655 ngineering t Tmail@ietpower.com chnologtes 3.2 PROTECTION A Protect elements surrounding the work of this Section from damage or disfiguration. B Repair damage to other surfaces caused by work of this Section. C Furnish drop cloths, shields, an other protective methods to prevent spray or drippings from disfiguring other urfaces. D Remove empty paint containers from site. 3.3 APPLICATION A Apply products in accordance with manufacturer's instructions. B Do not apply finishes to surface that are not dry. C Apply each coat to uniform finis,. D Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E Sand lightly between coats to achieve required finish. F Allow applied coat to dry before next coat is applied. G Prime back surfaces of interior a nd exterior woodwork with primer paint. H Prime back surfaces of interior v foodwork scheduled to receive stain or varnish finish with gloss varnish reducec 25 percent with mineral spirits. 3.4 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. B Replace identification markings n mechanical or electrical equipment when painted accidentally. C Paint exposed conduit and electrical equipment occurring in finished areas. D Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. 3.5 CLEANING A As Work -proceeds, promptly ren iove paint where spilled, splashed, or spattered. B During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materi. Is, and debris. C Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.6 SCHEDULE - EXTERIOR SURFACES A Concrete, Concrete Block, Cement Plaster 1 One coat block primer. 2 Two coats acrylic, flat. B Steel - Unprimed 1 One coat zinc chromate primer. 2 Two coats alkyd enamel, gloss. C Steel - Shop Primed 1 Touch-up with zinc chromatei primer. 2 Two coats alkyd enamel, gloss. t Innovative Teatnozogles D Steel - Galvanized 1 One coat latextacrylic galvai 2 Two coats acrylic enamel, gl E Aluminum - Mill Finish 1 One coat etching primer 2 One coat alkyd enamel, F Copper 1 One coat etching primer 2 One coat alkyd enamel, 7886 SW Ellipse Way Stuart, FL 34997 772.419.0655 mail@ietpower.com primer. 3.7 SCHEDULE - INTERIOR EVRFACES A Wood - Painted 1 One coat alkyd prime sealer. 2 Two coats alkyd enamel semi -gloss, white. B Concrete, Concrete Block, Cement Plaster 1 One coat block filler. 2 Two coats acrylic epoxy, semi -gloss, white. C Plaster, Gypsum Board 1 One coat latex primer sealer. 2 Two coats acrylic semi -loss, white. OF SECTION 09900-5 REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION ACI REQUIRED LAP , . ,.% . ... ... . .. . IF REBAR HAS LOST MORE THAN 25% SECUTIVE PARALLEL BARS ARE AFFECI -TED AREA ACI REQUIRED LAP OF SECTION F ITS CROSS SECTION (20% IF 2 OR MORE CON— ). ENGINEER OF RECORD SHOULD BE NOTIFIED. OLD 3 411 NEW IF REPAIRS ARE REQUIRED TO THE REINFORCING STEEL ONE BAR LAP OF THE FOLLOWING REPAIR METHODS I SHOULD BE USED: BAR 1 COMPLETE BAR REPLACEMENT, OR RECOMMENDED CLEARANCE 23 ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. NEW BAR MAY BE MECHANICALLY SPLICED TO OLD rAR OR PLACED PARALLEL TO AND APPROXIMATELY 3/4" FROM EXISTING BAR. 3) APPLICATION OF CARBON FIBER OMPOSITE LAP LENGTH SHALL BE DETERMINED IN. ACCORDANCE WITH ACI318, ALSO REFER TO CRSI AND AASHTO MANUAL. CLEANIN14G OF STEEL i EDGE OF CONC. CLEANING UNDERSIDE --------^-------- OF BAR ........... ..... ...'.. PATH OF ABRASIVES ._. (TYP) ORIGINAL MILL I LIGHT/MEDIUM HEAVILY SCALE OXIDIZED r OXIDIZED UNOXIDIZED - SECTION SECTION G(i.NcRkT� .... . CLEANING REQUIRED TREAT WITH SPRAY COATING OF TPS-2. 7��,0�0T Fr rick D. Shaffer PE FL Reg. No 26694 TOM DAM d7D920ff fr.: ;�� Innovative SCAM"s ;1 Engineering oTechnologies N ��. Fos CONCRETE REMOVAL „a „ MSID,,s ow,E t m 78M SW Ellipse Way, Stuart, Florida 34997 7246 SNffTNO. ' Phone: (772) 419 Q65� Fax (772) 41M654 S-4 E-Mail: maif@ietpower.com e; SDeNOL• DATE 07mg)n07 SCA E NTS osca®Er: FDS ND. REVISIONS DATE EXPOSED & UNDERCUTTING REINFORCING STEEL UNOXIDIZED PREPARED & TIGHTLY CONCRETE OXIDIZE (CORRODED) BARS. BONDED SURFACES 3/4" MIN. CLEARANCE BARS. TO 'RECEIVE REFER TO NOTE #2 PATCH. REFER TO NOTE #4 THROUGH E MEMBER APPLICABLE TO HYDRODEMOLITION, HYDROMILLING, PNEUI ELECTRIC BREAKERS. APPLICABLE TO HORIZ, VERT AND 1) REMOVE LOOSE OR DELAMINATED ONCRETE ABOVE OXIDIZED REINFORCING STEEL IF STEEL IS UNBONDED, PROCEED I WITH THE UNDERCUTTING OF EXPOSED BARS. UNDERCUTTING WILL PROVIDE 'CLFJ RANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE AND WILL SECURE THE PATCH STRUCTURALLY. 2) PROVIDE MINIMUM 3/4" CLE/ CONCRETE. OR 1/4 LARGER EVER IS GREATER. 3) CONCRETE REMOVALS SHALL EXTI OR DELAMINATION ONLY. IT IS N( 4) EXPOSED REINFORCING IS TO BE 5) ANY REINFORCEMENT WHICH IS L OTHER SECURED BARS OR BY C BETWEEN EXPOSED REBARS AND SURROUNDING LARGEST AGGREGATE IN REPAIR MORTAR, WHICH ) ALONG THE BARS TO THE EDGE OF SPALL NECESSARY TO CUT BACK TO CLEAN STEEL WTIH CORROSION INHIBITOR. SE SHALL BE SECURED IN PLACE BY TYING TO ER APPROVED METHODS. CAUTION! BEFORE STARTING �EMOVALS, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. PARTICULAR CAE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. Fredrick D. Shaffer PE FL Reg. No 26694 =aT- Innovative Enginee ing Technologies CONCRETE REMOVAL 7886 SW Ellipse Way, Stuart, Florida 34997 7246 } _ Phone: (TI2) 419 0655 I Fax (772) 41 "654 E-Mail: mail@ietpowercom TmE SwEr NO. .S-3 • � J 1 REMOVA GEOMETRY co I N.T.S. A UULUMN i A A 1 SLAB OR WALL SECTION B - ....................... 0 .....°..... °..... ° N.T.S. . Innovative Engineering Techn 7886 SW Ellipse Way, Stuart, Florida Phone: (772) 41 M655 F= M ) soo7 E-Mail: mailoelpowenc EXERCISE CARE NOT TO SPALL CONCRETE. NOTE: REMOVE ONLY LOOSE OR DELAMINATED CONCRETE Frecrrick D. Shaffer PE FL Reg. No ..•. ,E 1 Og i e s CONCRETE REMOVAL 997-7246 ss�rNa 419-0654 .S-1 EDGE & SURFACE CONDITIONING PREPARED SURFACE METHOD B TO RECEIVE REPAIR CUT AT RIGHT ANGLE METHOD A MATERIAL TO SURFACE .WITH 1/2" SAWCUT MAX. POWER BREAKERS, OR LESS AS NECESSARY TO HYDRO DEMO. OR -- AVOID CUTTING REINFORCING STEEL OTHER EQUIP. --------------- ---------------------- THROUGH E MEMBER APPLICABLE TO HYDRODEMOLITION, HIYDROMILLING, PNEUMATIC, HYD U A py ELECTRIC BREAKERS. APPLICABLE Tfb_ HORIZ, VERT AND OVERHEAD 10 1) REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL (RE ER - E_ REINFORCING STEEL UNDERCUTTING GUIDELINE). REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQU�RED THICKNESS OF REPAIR MATERIAL. DO NOT UNDERCUT REINF. THAT IS BONDED TO CONCRETE BELOW SPALL. 2) AT EDGE LOCATIONS PROVIDE EITHER ACE AVOID FEATHER EDGES. FOR SHOTCRETE PREPARATION GUIDELINES PATCH CONFI l POSSIBLE. FOR EXAMPLE: da-m � PREFERRED 3) AFTER REMOVALS AND EDGE CONDITIONI MATERIALS(DIRT, CONCRETE SLURRY, L C BLASTING OR HIGH PRESSURE WATERBLA CHECK THE SURFACES AFTER CLEANING ADDITIONAL LOOSE AGGREGATE, OR THA 4) PRIME AREAS TO RECEIVE REPAIR MOF 5) PATCHING MATERIAL TO BE CEMENTITIOUS OR OTHER APPROVED EQUAL. 6) DO NOT USE POLYMER MODIFIED REPAIRI HOD A OR METHOD B RIGHT ANGLE CUTS. REPAIRS REFER TO AC1506 EDGE RATIONS SHOULD BE KEPT AS SIMPLE AS G ARE COMPLETE, REMOVE BOND INHIBITING SELY BONDED AGGREGATES) BY ABRASIVE STING WITH OR WITHOUT ABRASIVE. TO INSURE THAT SURFACE IS FREE FROM ADDITIONAL DELAMINATIONS ARE NOT PRESENT. R WITH A SLURRY COAT OF REPAIR MORTAR. PATCHING MORTAR SUCH AS EUCOSPEED. MORTARS. WHERE POSSIBLE USE DESIGN MIX CONC. CAUTION! BEFORE STARTING REMOVALS, REVIEW EFFECT OF REMOVALS, ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY. PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. / O Fre rick D. Shaffer PE FL Reg. No 26694 DAM 071D9r"7 - Innovative I "RE M > Engineering DRAMEM > n FDS Technologies CONCRETE REMOVAL ,.mac 7886 SW Ellipse Way, Stuart, Florida 34997-7246 RHEUMtlQ WKS DATE .1 } Phone: (772) 419-0655 Fa)c �2) 419-0654 S 2 ©=7 E-Mail: mail(gistpowercom