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Ir I� 61VIL - STRUCTURAL - MARINE 90 1 a` E N G I N E E R I N G SCANNED BY St. Lucie County CSM ENGINEERING, LLO `LOB 1 BE OCEAN BOULEVARD - SUITE 1 A STUART, FLORIDA 34995 COPY • . • FILE OCEANA I NORTH CONDO PERMIT PACKAGE Located At: Oceana I Condominium 9920 S Ocean Dr. Jensen Beach,34957 Florida Prepared For: Oceana I Community Management Attn: Edward Kotch O: 772-229-3010 E: prdmomdad@aol.com Inspected: 2016 THESE PLANN S AND ALL PROPOSrD ll M( ARE SUBJECT TO ANY CORRECTIQA!E REQUIROD BY FIELD INSPECTORS THAT MAY BE REMSAIRY IN ORL':M TO COU'PLY W1TH I I APPLICABLE CODES, ,g�x/;ice% No.76y1(] r * T'a A Charles A. Dar eyt Florida Registered�OPxp bkAkI;,iFgv�i�eer 10 a1 r PAGE 1 OF 1'7 d TABLE OF CONTENTS rL Title Page Table of Contents Scope of Work Scone of Work Attachments: Inspection Plan Section 1 - Concrete Repair Specifications Section 2 - Corrosion Inhibitor Specifications Section 3 -Waterproofing System Specifications Section 4 - Steel Reinforcement Protection Specifications Section 5 - Sacrificial Anode Specifications Section 6 - ICRI Standards Section 7 -Weather Wall Specification Drawing Restoration Location Drawings: Inspection Key GO1-1201 (Stack 01) GIO-1210 (Stack 10) A Florida 0 1 2 3-4 5 6-8 9-10 11-13 14 & Attached 15 & Attached 16 & Attached 17 & Attached Attached 27 Pages 0��Illllllj�� ��•' V�Gf=NSA •'•.!I!�' '�;. / I 9 •• /j,ON`A\'r -�• 10 I PAGE 2 OF 1 7 SCOPE OF WORK CONTRACTOR shall provide all labor, supervision, parts, materials, testing, tools, equipment, utilities, permits, temporary facilities, sanitary facilities, swing stages, and scaffolding, required for completion of the below described WORK in accordance with the applicable drawings, specifications, codes and standards. The WORK to be performed by CONTRACTOR includes: 1) Mobilization 2) Protection of Existing Conditions: a) Provide protection systems for existing site exterior components, including vegetation and private property of residents and visitors, which may be damaged as a result of CONTRACTOR'S performance of the WORK. Existing conditions of all site components that are in proximity to the WORK shall be surveyed and documented by CONTRACTOR prior to the commencement of work. 3) Railings and Screen, Shutter Systems, Sliding Glass Doors, Doors and Windows: a) Removal, protected storage and reinstallation of existing railings and screens, shutter systems, sliding glass doors, doors and windows as required for the WORK and as directed by ENGINEER. Where possible, the existing enclosures shall be left in place, rather than removed. b) All permanently installed fastener materials shall be stainless steel and shall be approved by ENGINEER. c) Removal and disposal of existing railings and screens, shutter systems, sliding glass doors, doors and windows as required for the WORK and as directed by ENGINEER. 4) Weather Walls: a) Installation, maintenance and removal ofweather walls and protection systems for exposed building interior spaces and surfaces as directed by ENGINEER. 5) Tile Removal: a) Removal and disposal of existing tile and other floor finishes, including adhesives, as required for the WORK and as directed - by ENGINEER. 6) Concrete Repairs: a) Investigation and excavation of deteriorated concrete and reinforcing steel shown on the below listed attached Inspection Spreadsheets and Inspection Drawings, and as directed by ENGINEER. Estimated quantities shown on the attachments are subject to revision based on the results of such investigation and excavation. b) Surface preparation of excavated areas. c) Restoration of oxidized reinforcing steel. d) Installation of Sika Galvashield XP+galvanic sacrificial anodes as directed by ENGINEER e) Patching and/or placement of concrete in the prepared areas to match adjoining surfaces. 7) Waterproofing System: a) Apply Degussa Protectosil (corrosion inhibitor) over the repaired concrete deck and edge on walkways and balconies that are not enclosed within a weather tight system. b) In locations specified by ENGINEER, install Sika Sikalastic, STO Decocoat, or BASF Sonoshield waterproofing system consisting of primer, base coat and top coat (aggregate and backroll) in accordance with manufacturer's specifications. 8) Stucco Repairs: a) Prepare all damaged stucco surfaces and apply stucco finish to match existing adjacent stucco surfaces. 9) Painting: a) Preparation and painting (prime coat plus one finish coat) in accordance with the manufacturer's recommendations of all repair areas and surfaces disturbed by CONTRACTOR to match the existing adjacent finish. CFO) Install new helical pier, footing, & steel columns per CSM plans dated 6-9-2016 11) Demobilization PAGE 3 OF 1 7 1. d r ATTACHED INSPECTION SPREADSHEETS AND DRAWINGS Inspection Drawings: Inspection Key GO1-1201 (Stack 01) GIO-I210 (Stack 10) ATTACHED SPECIFICATIONS AND DRAWINGS The above WORK shall be performed in accordance with the following attached Specifications and Drawings: Section 1 — Concrete Repair Specifications Section 2 — Corrosion Inhibitor Specifications Section 3 — Waterproofing System Specifications Section 4 — Steel Reinforcement protection Specifications Section 5 — Sacrificial Anode Specifications Weather Wall Specification Drawings PAGE 4 OF 17 ,1k INSPECTION PLAN GENERAL A. ENGINEER shall review any work underway, as appropriate. All structural repairs, including reinforced concrete repairs at each location require specific engineering inspections and approvals. Non-structural work, such as stucco, overlays, waterproofing, and all non -reinforced concrete placements do not require inspections and approvals at each phase of work, but will be subject to ongoing engineering observations and approvals during the work. B. CONTRACTOR shall notify ENGINEER at least 2 business days prior to any required inspection. C. During the onsite inspections, 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. D. CONTRACTOR's site superintendent shall maintain a set of inspection drawings and spreadsheets marked up to indicate the current work status. Theses shall be available for review by ENGINEER and OWNER upon request. E. ENGINEER shall submit a written report to the Building Department at the end of construction. CONCRETE RESTORATION A. ENGINEER shall identify and mark out all areas to be investigated and / or excavated by contractor prior any excavation being performed. B. EXCAVATION LIMITS: ENGINEER shall inspect and approve, as required, all limits of concrete removal and all steel reinforcement repairs. ENGINEER shall verify contractor measurements and approve or disapprove, as required, all contract chargeable quantities for all repairs. C. APPROVAL TO PLACE CONCRETE: ENGINEER shall inspect all areas prior to concrete placement and give approval, as required, for all concrete placements. ENGINEER shall inspect all prep work, including forms, shoring, safety, steel bar repairs, sheathing installation and any adjustments to excavation limits. D. PLACEMENT OF CONCRETE: All design mix truck placements of concrete require on site engineering and shall be inspected by ENGINEER during placements. Approval of design mix placement based on slump results, environmental conditions, etc. shall be at the discretion of ENGINEER. ENGINEER may also require inspections of bag goods concrete placements. E. FINAL: ENGINEER shall inspect and approve, as required, the completion of all repairs, including any correction or punch list items for each work area as appropriate. ASSOCIATED WORK A. ENGINEER shall approve all removal of existing rail and screen enclosures, exterior and interior glass systems and doors, shutter systems, tile and other floor coverings prior to any removal work being performed. B. ENGINEER, with OWNER's approval, shall designate the disposition of all building components to be removed prior to its removal. C. CONTRACTOR shall document the condition and functionality of all building components to be removed and reinstalled and ENGINEER shall approve same prior to removal. D. ENGINEER shall inspect the reinstallation of existing building components to verify that it is in accordance with the manufacturer's recommendations and that the condition and functionality have not been degraded. ENGINEERING APPROVALS A. ENGINEER shall approve all work completed. B. ENGINEER shall approve or disapprove, as required, specifications for all contractor -supplied materials at least 7 days prior to planned material use or placement. C. ENGINEER shall determine any disputes regarding reasonableness of repairs involving structural integrity. II END OF SECTION PAGE 5 OF 1 7 r ` SECTION - 1 CONCRETE REPAIR SPECIFICATIONS PART l - GENERAL 1.1 DESCRIPTION OF THE WORK: A The scope of work to be performed under the terms of this contract includes furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, repair and replacement of the deteriorated concrete. The work will include, but is not limited to, the following elements: 1 Demolition, removal and disposal of deteriorated concrete and reinforcing steel as identified by ENGINEER. 2 Surface preparation and installation of repair materials of the deteriorated concrete and reinforcing as identified by ENGINEER. 1.2 SUBMITTALS A Contractor shall submit to ENGINEER for review and acceptance, concrete mix designs, manufacturer's product information and manufacturer's installation instructions for all materials specified. B Certification of non -reactivity of all aggregate. 1.3 SITE OBSERVATIONS A Surface preparation of all repair areas shall be observed and accepted by ENGINEER prior to placement of the repair materials. B Concrete surfaces shall be observed and accepted by ENGINEER prior to placement of balcony tile or other finish materials. C Engineer shall be notified a minimum of 24 hours prior to all observations. PART 2-PRODUCTS 2.1 CONCRETE BAG MIX A MATERIALS 1 USE SIKACRETE 211 SCC Plus REPAIR MIX; STO Products are acceptable upon approval. 2 Water to be clean, clear, fresh water, with no additives. 2.2 ALTERNATE MATERIALS A Acceptance of alternate products and materials shall be considered at the sole discretion of ENGINEER. All repair materials shall be provided by a single manufacturer to the extent possible. PART 3-EXECUTION 3.1 CONCRETE MIX A Follow instructions from manufacturer. This will be monitored by Engineer. 3.2 CONCRETE TESTING A CONTRACTOR shall perform and maintain records on the composition, quantity, and slump test results for each batch mixed. B CONTRACTOR shall prepare test cylinders and arrange for testing by a certified testing agency as requested by ENGINEER and approved by OWNER. If cylinders pass such tests, the OWNER shall reimburse contactor for cost of testing. 3.3 SHORING A Contractor shall provide jacking, shoring and bracing to accomplish the Work and for all existing structural elements to remain until all structural modifications have been completed and accepted for their intended use. Contractor shall submit shop drawings for jacking, shoring and bracing for approval by ENGINEER prior to commencing shoring work. B Shoring design shall prevent movement of adjacent slab areas from the existing conditions. 3.4 CONCRETE REPAIR A Concrete repairs shall be provided for those areas identified with spalling, deterioration, and unacceptable concrete. B Remove all concrete surface coverings (stucco, decorative coatings, etc) along with loose, spalled, and unsound concrete in the area of the deterioration. Removal shall be performed with small pointed tools rather than wide chisel edges to prevent micro cracking and continued spalling of the concrete which is to remain. C 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. D Concrete shall be removed completely around the reinforcing steel providing a minimum clearance of 3/4" between the reinforcing and the concrete to remain. E Provide a %' minimum depth saw -cut, perpendicular or slightly undercut to the concrete surface at the limits of the repair to prevent feathering of the patch material. Do not cut any reinforcing, except as accepted by ENGINEER. F Application of repair concrete shall not be less than '/" in depth. G Prepare all concrete surfaces to receive the repair material, including the saw -cut, to achieve a minimum surface profile depth of 3", where possible, with a new fractured aggregate surface to adequately anchor the patch material. H Remove all rust and scaling of the reinforcing thoroughly by media blasting and/or mechanical wire brushing. PAGE 6 OF 1 r < < I Thoroughly clean the exposed concrete surface to receive the patch of all traces of dirt, grease, oil, dust, and other contaminants which may prevent proper bonding of the repair materials. J The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a bond coat of slurry, prepared with the repair concrete, with a stiff bristle brush covering all exposed steel and all concrete surface areas. K While scrub coat is still wet, place repair concrete mix design in accordance with ACI 301 in a continuous pour and in accordance with ICRI. 3.5 CURING. A Apply water mist to repaired area (i.e. form work, patches) or burlap or carpet remnants to surface. Misting involves any method to maintain the exposed patch or repair area, in a wet condition to prevent surface cracks and reduce moisture loss during cure. B All concrete shall cure a minimum of 28 days prior to application of any coatings or finishes. C An observation shall be conducted by 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. 3.6 REPAIR MORTARS A Repair mortars may be used in lieu of ready mix concrete for partial depth repair areas of less than one (1) cubic foot of material and as accepted by ENGINEER. I The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a scrub coat of slurry prepared from the repair mortar to all surface areas, filling all pores and voids. 2 While scrub coat is still wet, apply acceptable polymer modified cementitious repair compound in maximum lifts of 3" and 1-1/2" for use on vertical and overhead surfaces, respectively. If forms are to be used, depths well in excess of these can be achieved in any one application. For large and/or deep repairs, mechanical anchors, studs, reinforcing dowels, etc., shall be provided where existing reinforcing does not provide mechanical anchorage. The top surface of each lift shall be scratched and reprimed with slurry prior to application of subsequent lifts. 3 The use of aggregate is not allowed except as otherwise recommended by the manufacturer. 4 The following repair mortars may be used: a Sika — Sika Full Depth 211 SCC Plus. STO products acceptable upon Engineer approval. PAGE 7 OF 1 7 V 3.7 REINFORCING PREPARATION AND REPLACEMENT A All reinforcing with deterioration of more than 15% of the original bar diameter, as determined by ENGINEER, shall be replaced. B To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing. C After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure in place with tie wires. D Following all other procedures for the concrete repair as indicated. E Where the removal of concrete to achieve the required lap length is not practical as determined by ENGINEER, bar development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 9" with: 1 Sika— Sikadur 32 (Preferred) 2 BASF - Concresive 1090 Liquid F Reinforcing steel shall be ASTM A615 grade 60 minimum. G Prime reinforcing steel prior to concrete placement with: 1 Sika—ArmatecI10EpoChem(Preferred) 2 BASF - EMACO P-24 3 BASF — ZincrichRebarPrimer 3.8 CRACK REPAIR A Crack repairs will be performed for all areas identified by ENGINEER. B Remove all loose and unsound concrete within and adjacent to the crack. C For all topside horizontal cracks, vee-notch the surface of the crack with a mechanical router or hand chipping tool to a maximum width of '/<". Remove loose debris. Substrate may be dry or damp prior to product application. Where accessibility to the underside of the concrete slab is available, seal all visible cracks with an epoxy resin adhesive paste or Portland cement -based quick setting compound to act as a dam to hold the liquid epoxy resin adhesive until cured. D Prime prepared substrate with neat Sikadur 35, Hi -Mod LV epoxy resin mortar. Strike off and level, finishing with a trowel. E Seal cured epoxy resin mortar with epoxy resin adhesive binder to provide additional moisture and chemical protection. F Maximum application thickness of epoxy resin mortar on interior substrates not to exceed 1'/z" per lift. G Use pressure injection equipment to seal cracks on underside and vertical faces of concrete beams, columns and corbels with: 1 EUCO 452 M.V. Epoxy System or 2 Sikadur 35, Hi -Mod LV epoxy resin mortar or 3 Seal ports and cracks with Sikadur 31, Hi -Mod Gel, or Sikadur 33 or 4 Simpson Strong Tie ETI Epoxy Injection System 3.9 SURFACE APPLIED CORROSION INHIBITOR A Apply Sika Ferrogard 903 in accordance with SECTION 2 to 28 day cured, exposed concrete surfaces identified by ENGINEER. END OF SECTION 1 PAGE 8 OF 1 7 SECTION - 2 CORROSION INHIBITOR TREATMENT SPECIFICATIONS PARTI- GENERAL 1.1 SUMMARY A Section Includes: 1 Surface applied concrete steel reinforcement corrosion inhibitor: 2 Extended written warranty. 1.2 SUBMITTALS A Substitution requests must be submitted 14 day prior to bid date. B Product Data: Manufacturer's specifications and technical data including the following: 1 Detailed specification of construction and fabrication. 2 Manufacturer's installation instructions. 3 Certified test reports indicating compliance with performance requirements specified herein. C Quality Control Submittals: 1 Statement of qualifications. 2 Statement of compliance with Regulatory Requirements. 3 Manufacturer's field reports. 1.3 QUALITY ASSURANCE A Manufacturer's Qualification: Not less than 5 years experience in the actual production of specified products. B Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required for this Project, plus the following: I Acceptable to or licensed by manufacturer. 2 Not less than 3 years experience with systems. 3 Successfully completed not less than 5 comparable scale projects using this system. C Product Qualifications: The corrosion inhibitor shall conform to the following characteristics: 1 Color: Slightly amber (fugitive dye may be added) 2 Density: 7.3 to 7.4 Ibs/gallon 3 Nitrite content: less than 1 % 4 Chloride content: less than 20 ppm 5 pH: 6.5 to 8 6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal concrete relative humidity of 75% or greater. 7 Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack slab black bars subjected to 48 weeks of cyclic salt water ponding. 8 Must increase the resistance of chloride ions using AASHTO T277 "Rapid Determination of the Chloride Permeability of Concrete" by 90% minimum. 9 Note: A qualified independent laboratory must perform all corrosion and chloride data. D Regulatory Requirements: Products shall comply with State and local regulations regarding Volatile Organic Content (VOC). 1.4 DELIVERY STORAGE AND HANDLING A Packing and Shipping: Deliver products in original unopened packaging with legible manufacturer's identification. B Storage and Protection: Comply with manufacturer's recommendations. 1.5 PROJECT CONDITIONS A Environmental Requirements: I Maintain ambient temperature above 40 degrees F during and 24 hours after installation. 2 Do not proceed with application on materials if ice or frost is covering the substrate. 3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F. 4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after application. PAGE 9 OF 1 L 1:6 SPECIAL WARRANTIES A The system manufacturer shall furnish the Owner a written single source performance warranty that the concrete reinforcement corrosion inhibitor will be free of defects related to workmanship or material deficiency for a ten (10) year period from the date of completion of the work provided under this section of the specification. The following performance standards shall be specifically covered under the warranty: Using a device which employs linear polarization with a guard ring (device should be certified under SHRP) the corrosion current of the treated concrete shall be less then 0.5 µA/cmz for the life of the warranty period. B The Corrosion Inhibitor Manufacturer shall be responsible for providing labor and material to retreat areas of the structure that does not comply with the warranty requirements. PART2-PRODUCTS 2.1 MATERIALS A Inhibitor shall be ready -to -use, non -water -borne, surface applied product manufactured in an ISO 9002 certified facility, meeting or exceeding the physical and performance characteristics of the following approved product: 1 Sika Ferrogard 903 (Penetrating, corrosion inhibiting, impregnation coating for hardened concrete). PART 3-EXECUTION 3.1 EXAMINATION A Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper or timely completion. I Do not proceed until unsatisfactory conditions have been corrected. 3.2 PREPARATION A Protection: 1 Unless inhibitor does not affect adhesion of sealants, paints and patching materials all adjacent surfaces shall be protected as necessary in accordance with the manufacturer's recommendations. 2 Follow the manufacturer's recommendations regarding condition of concrete surfaces before, during and after application. B Surface Preparation: 1 All caulking,joint sealants, repairing, and patching of concrete surfaces shall be installed and cured before application of inhibitor. If specified by ENGINEER, apply corrosion inhibitor to routed cracks prior to application of sealant. Confirm with Inhibitor Manufacturer compatibility of materials. 2 Prior to application of corrosion inhibitor, concrete surfaces shall be dry and cleaned of all dust, dirt, debris, grease, oil, grout, mortar, and other foreign matter. Concrete patches and all existing surfaces shall be prepared as recommended by the corrosion inhibitor manufacturer and acceptable to ENGINEER. 3.3 FIELD QUALITY CONTROL A Test Applications: Before application of inhibitor will be accepted, a test panel will be applied to the concrete to verify performance under the warranty provisions. 3.4 APPLICATION A Product shall be applied as supplied by the manufacturer without dilution or alteration. B Corrosion inhibitor shall be applied in accordance with the use of either spray, brush, or roller as per manufacturer's recommendations. Corrosion inhibitor shall be applied at a net coverage rate of 75-100 WIgallon, in two or three equal coats, with a minimum one hour dry time between coats. C Follow manufacturer's recommendations concerning protection of glass, metal and other non -porous substrates. Contractor will be responsible to clean all surfaces that are contaminated by the corrosion inhibitor. D Follow manufacturer's recommendation concerning protection of plants, grass and other vegetation. Contractor will be responsible for replacing all plants, grass or vegetation damaged by the corrosion inhibitor. 3.5 CLEANING A As Work Progresses: Clean spillage and overspray from adjacent surfaces using materials and methods as recommended by corrosion inhibitor manufacturer. B Remove protective coverings from adjacent surfaces when no longer needed. 3.6 COMPLETION A Work that does not conform to ENGINEER's specifications shall be corrected and/or replaced as directed by the Owners Representative at the contractor's expense without extension of time. END OF SECTION 2 PAGE 1 0 OF 1 7 SECTION - 3 WATERPROOFING SPECIFICATIONS BASF SONOGUARD SONOSHIELD SYSTEM PART 1-GENERAL 1.1 SUMMARY A Section Includes: I. Waterproofing and decorative pedestrian traffic coating system for interior and exterior elevated decks as scheduled. 1.2 SYSTEM DESCRIPTION A A combined system providing a decorative pedestrian surface with the added benefit of a waterproofing membrane, with crack bridging capabilities. B The waterproofing membrane is a fluid -applied polyurethane waterproofing coating consisting of moisture curing mechanism. Materials have low odor and are VOC compliant. C The waterproofing system consists of the following components: 1. SONOGUARD BASE COAT, a one component, moisture -curing polyurethane. 2. SONOGUARD SECOND COAT, a one component aliphatic moisture -curing polyurethane. D System Performance Requirements: Provide material complying with the following requirements: 1. Hardness (Base Coat): Shore A (60) per ASTM D 2240. 2. Hardness (Top Coat): Shore A (89) per ASTM D 2240. 3. Tensile strength (Base Coat): 752 psi (5.2 MPa) per ASTM D 412. 4. Tensile strength (Top Coat): 2,500 psi (17.2 MPa) per ASTM D 412. 5. Elongation (Base Coat): 595 percent per ASTM D 412. 6. Elongation (Top Coat): 502 percent per ASTM D 412. 7. Tear strength (Base Coat): 74 PIT per ASTM D 1004. 8. Tear strength (Top Coat): 199 PIT per ASTM D 1004. 9. Weight loss (Base Coat): 16 percent. Max: 40. 10. Weight loss (Top Coat): 17 percent. Max: 40. 11. Low temperature flexibility and crack bridging: No Cracking of base or top coat. 12. Adhesion peel (Primer and Base Coat): Plywood 34 pli, Primed mortar 43 pli per ASTM C 957. 13. UL Class A Fire rating. E Weathering Performance Requirements: (ASTM C 957). 1. Elongation recovery: 94 percent. Minimum passing: 90 percent. 2. Tensile retention: 151 percent. Minimum passing: 80. 3. Elongation retention: 94 percent. Minimum passing: 90. 4. Abrasion resistance (CS-17 Wheel, 1,000 g load, 1,000 cycles): a I mg lost system passes. b Maximum oss: 50 mg. 5. Crack bridging (1,000 cycles): System passes. F Color and Texture Requirements 1. Color shall match adjacent surfaces 2. Texture shall match adjacent surfaces 1.3 SUBMITTALS A Product Data: Submit manufacturers technical bulletins and MSDS on each product. B Quality Control Submittals: 1. Provide protection plan of surrounding areas and non -work surfaces. 1.4 QUALITY ASSURANCE A Qualifications: 1. Manufacturer Qualifications: Company with minimum 5 years of experience in manufacturing of waterproofing products and systems. 2. Manufacturer Qualifications: Company shall be ISO 9001:2000 Certified. 3. Applicator Qualifications: Company with minimum of 3 years experience in application of specified type products and systems on projects of similar size and scope, and is acceptable to product manufacturer. a Successful completion of a minimum of 3 projects of similar size and complexity to specified Work. PAGE 1 1 ❑F 17 B Field Sample: ` I. Install at Project site or pre -selected area of building an area for field sample. a Provide mockup of at least 10 square feet to include surface profile, sealant joint, crack, flashing, and juncture details and allow for evaluation of slip resistance and appearance. b Apply material in strict accordance with manufacturer's written application instructions. 2. Manufacturer's representative or designated representative will review technical aspects; surface preparation, application, and workmanship. 3. Field sample will be standard for judging workmanship. Maintain field sample during construction for workmanship comparison. 4. Do not alter, move, or destroy field sample until Work is completed and approved by ENGINEER. 5. Obtain ENGINEER's written approval of field sample before start of material application, including approval of aesthetics, color, texture, and appearance. 1.5 DELIVERY, STORAGE, AND HANDLING A Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays. B Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. 1.6 PROJECT CONDITIONS A Environmental Requirements: 1. Minimum application temperature is 50 degrees F and rising. 2. Do not apply in rain or when rain is expected within 24 hours. Do not apply above 90 degrees For when temperatures are expected to fall below 50 degrees F within 24 hours. PART2-PRODUCTS 2.1 MANUFACTURERS A Subject to compliance with requirements, provide products from the following manufacturer: 1. BASF Building Systems 889 Valley Park Drive Shakopee, MN 55379 Customer Service: 800- 433-9517 Technical Service: 800-243-6739 Direct Phone: 952-496-6000 Internet: wwtiv.BASFbuildinesystems corn B Specifications and Drawings are based on manufacturer's proprietary literature from BASF Building Systems. Other manufacturers shall comply with minimum levels of material, color selection, and detailing indicated in Specifications or on Drawings. ENGINEER will be solejudge of appropriateness of substitutions. 2.2 MATERIALS A Acceptable Product: 1. Base Coat: Sonoguard Base Coat. 2. Second Coat: Sonoguard Second Coat 3. Aggregate: Sonoguard Aggregate or equal. 4. Cementitious and epoxy patching materials: BASF Building Systems Repair mortar and Epoxies. 5. Sealant primer: Sonnebom Primer 733. 6. Sealant: Sonnebom SL-2 or Sonnebom Ultra. 7. Deep joint sealant: Sonnebom SL-2 or Sonnebom NP-2. 8. Acryseal HS PART 3—EXECUTION 3.1 EXAMINATION 3.2 SURFACE PREPARATION A Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants. B Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme cases where this is not adequate, contact Technical Service. 1. Concrete should have a minimum compressive strength of 5,000 psi (21 MPa) and be cured for a minimum of 28 days or 80 percent of design strength. PAGE 1 2 OF 1 7 C Mechanically prepare substrate to remove previous coatings, laitance, and miscellaneous surface contamination. Use ` Diamond Wheel Grinding to prepare surface to profile equal to International Concrete Repair Institutes CSP 3. 1. Roughen or brush extremely smooth surfaces to ensure good mechanical adhesion. 2. Patch all holes and cracks before installation. D Repair voids and delaminated areas with cementitious and epoxy patching materials. V 3.3 APPLICATION — GENERAL A Surface Prestriping and Detailing: 1. For nonmoving joints and cracks less than 1/16 inch (1.6 mm) wide, apply 25 wet mils (0.6 mm) prestriping of Sonoguard base coat. Apply the base coat to fill and overlap the joint or crack 3 inches (76 mm) on each side. Feather the edges. 2. Dynamic cracks and joints over 1/16 inch (1.6 mm) wide shall be routed to a minimum of 1/4 inch by 1/4 inch (6 mm by 6 mm) and cleaned. Install bond breaker tape to prevent adhesion to bottom of joint. Prime joint faces only with sealant primer and fill with sealant. Fill joints deeper than 1/4 inch (6 mm) with backer rod and deep joint sealant. For cracks, sealant shall be flush with the adjacent surface. For expansion joints, sealant shall be slightly concave. 3. Sealed joints I inch (25 mm) or less shall be coated over with the deck coating system. 4. Expansion joints exceeding 1 inch (25 mm) wide, including the primary wide expansion joint system, shall not to be coated. 5. Where the coating system will be terminated and no wall, joint, or other break exists, cut a 1/4 inch by 1/4 inch (6 by 6 mm) keyway into the concrete. Fill and coat keyway as application of base coat progresses. B Metal Surfaces: 1. Remove dust, debris, and any other contaminants from vent, drainpipe, and post penetrations; reglets; and other metal surfaces. Clean surfaces to bright metal and prime with sealant primer. Provide cant with deep joint sealant to eliminate 90 degree angles. 2. Detail cant with primer and base coat per manufacturer requirements prior to application of deck coating. 3.4 MODIFIED Sonoguard waterproofing SYSTEM A Apply 25 wet mils (60 sq.ft./gal.) of Sonoguard base coat. Allow base coat to dry overnight. B Apply 20 wet mils (80sq.ft./gal.) of top coat. Immediately back roll to level the coating and while the coating is still wet, broadcast aggregate at the rate of 50 to 60 pounds per 100 square feet or to refusal into wet second coat. Allow to cure over night. C Remove all loose aggregate by sweeping or vacuuming the surface the next day 3.5 PROTECTION A Protect system from damage during construction. B Final curing: Allow 24 hours before light foot traffic and 48 hours before heavy foot traffic END OF SECTION 3 PAGE 1 3 OF 1 7 - SECTION 4 STEEL REINFORCEMENT PROTECTION SPECIFICATIONS See attached Product Data Sheet PAGE 1 4 OF 1 7 s Edit on07102/2007 Revision no: 0 Identification No 3 01 03 02 01 001 0 000001 SikaTop&Annatec 110 EpoCem® SikaTop°-Armatec 110 EpoCem° Bonding Slurry and Anti -Corrosive Rebar Coating I j) Product Cement -based expoxy-modified three -component anti corrosive coating and g Description bonding slurry. i Uses As an anti -corrosion coating for reinforcement steel: ( For repairs to reinforced concrete where there is corrosion of the underlying reinforcement steel M For the preventive protection of reinforcement steel in thin reinforced concrete FC._a. sections As bonding slurry for use on concrete, mortar or steel: r °t For repairs to concrete using SikaTop patching and repair mortars €7 For bonding of new and old concrete Characteristics / m Excellent adhesion to steel and concrete Advantages [a Acts as an effective barrier against penetration of water and chlorides 0 Contains corrosion inhibitors 0 Provides an excellent bonding coat for subsequent application of repair mortars, cement and epoxy based 3 Pre measured, ready -to -use packs c May be spray -applied n Frost- and de-icing salt resistant Non-flammable { Test certificates LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland Ibac Aachen A 3119/3 Product Data Technical Data Colours Mix: Grey Comp. A: White liquid (` Comp. B: Coloudess liquid _ Comp. C: Dark grey powder x Packaging 20 kg units (A+B+C) g , Storage i Storage Conditions Store at temperatures between +5 °C and +25 *C. Comp. C must be protected from humidity. i Shelf life 12 months from date of production if stored properly in unopened original packing. :k fig �1 Mechanical/Physical Properties cr. Density (+23 °C) Comp. A 1.05 kgA Comp. B 1.03 kgA Comp. A+B+C 2.00 kg/I (density of slurry when mixed) Bond strength (+23°C) On concrete (sandblasted): 2-3 N/mm2z On steel: 1 -2 N/mm E-Modulus (static) —16.400 N/mm2 Index of resistance to diffusion of water vapour — 700 (pN2O) y.' Index of resistance of carbon — 40.000 !todiffusion dioxide (PCO2) ( 1 Thermic coefficient of expansion _ 18 • 10-6 per'C t Application Details 6-` s l 3 Mix ratio Parts by weight : A: B: C =1.14 : 2.86 : 16 Parts by volume: A: B : C =1.14 : 2.86 : 10 l '. Pot life (8 kg) 3 hours (at an ambient temperature of +5 °C to +30 °C) Limitations Min. application temperature (ambient and substrate) : +5 °C Max. substrate temperature: +30 °C The recommended dosage must be strictly adhered to. On no account should water be added to the mix! p Coverage As an anti -corrosion coating: 2 kg/m2 for 2 coats, depending on method of application = As a bonding slurry: } § Depending on substrate conditions, not less than 1.5 — 2.0 kg/m2 j Surface preparation Concrete, mortar, stone: Substrate must be clean, sound and free from all traces of loose material, laitance, grease and oil. g .. Min. substrate roughness 2mm Steel: Surface must be clean and free from all traces of grease and oil, rust and mill scale. Degree of cleaning SA2. t't s {' Application - Instructions Mixing Shake component A and B vigorously before opening. Pour both liquids into a suitable mixing pan and mix for 30 seconds. Add Component C slowly while continuing to stir. Mix mechanically for 3 minutes, using a slow -speed electric stirrer (250 RPM) in order to entrain as little air as possible. Rest for 5 — 10 minutes, until the mixture exhibits a brushable low -dripping consistency. k r Apply a coating of approx. 0.5 — 1 mm thick to the cleaned and derusted reinforcement, using a stiff paintbrush, roller or spray gun. Leave to dry for 2 — 3 hours (at an ambient temperature of +20 °C), then apply a second coat of similar thickness. Leave to dry for a similar period of time before applying patching mortar. It is inevitable that the anti -corrosion coating is applied as well on the surrounding concrete; this is by no means a disadvantage. When used as a binding agent for repair mortar or concrete: Wet down the prepared substrate (concrete) to saturated surface dry condition. Then apply a bonding coat not less than 0.5 mm thick, using a paintbrush, roller or suitable spray gun. For best results, work the bonding slurry well into the substrate to ensure complete coverage of all surface irregularities. Apply the freshly mixed patching mortar wet on wet to the bonding slurry. i t The application of slurry coat or patching mortar or may be applied wet in wet or up to a maximum waiting time of 6 hrs at +30 °C 5hrsat+20°C 4 hrs at +5 °C ut Freshly applied SikaTop-Armatec 110 EpoCem should be protected from pollution f and rain until next coat is applied. Cleaning I Use water to remove uncured material from tools and mixing equipment. Once cured, SikaTop-Armatec 110 EpoCem can only be removed mechanically. A Imported Notes When SikaTop-Armatec 110 EpoCem is used as bonding coat between old and new concrete, it is necessary to install connecting reinforcement for shear strength transfer as per the relevant guide lines. R. 9 Notes All technical data stated in this Product Data Sheet are based on laboratory tests. 1 Actual measured data may vary due to circumstances beyond our control r Local Restrictions Please note that as a result of soecific local r regulations the performance of this r product may vary from country tocountry. Please consult the local Product Data Sheet for the exact description of the application fields. v Health and Safety Information For information and advice on the safe handling, storage and disposal of chemical products, users should refer to the most recent Material Safety Data Sheet containing physical ecological, toxicological and other safety -related data. is Legal Notes The information, and, in particular, the recommendations relating to the application and end -use of Sika products, are given in good faith based on Sike's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. In practice, the differences in materials, substrates and actual site conditions are such that no warranty in respect of merchantability or of fitness for a particular purpose, nor any liability arising out of any legal relationship whatsoever, can be inferred either from this information, or from any written recommendations, or from any other advice offered. The user of the product must test the product's suitability for the intended application and purpose. Sika reserves the right to change the properties of its products. The proprietary rights of third parties must be observed. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request. Sika Yapi Kimyasallan A.$. ganiggme Mah. Sanayi Cad. 34899 Kaynarca Pendik Istanbul Turkiye Ter +90 216 49419 90 - © F +90 216 4941984 ,may wwwsika.corn.tom.tr ` SECTION 5 SACRIFICIAL ANODE SPECIFICATION See attached Product Data Sheet PAGE 1 5 OF 1 7 IMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12 Galvashield@ XP Embedded Galvanic Anode Galvashield XP is a patented sacrificial embedded galvanic anode that provides localized galvanic corrosion protec- tion in reinforced concrete structures. The anode consists of a zinc core surrounded by an active cementitious ma- trix. The 63mm diameter x 28mm high embedded anode is quickly and easily fastened to reinforcing steel. Once installed, the zinc core corrodes preferentially to the surrounding rebar, thereby providing galvanic corrosion protec- tion to the reinforcing steel. In the mid 1990s, Vector Corrosion Technologies, through research and development and in partnership with Fos - roc International Limited, a UK company, developed the Galvashield XP embedded anode as a breakthrough in the corrosion protection of concrete structures. The design philosophy behind the Galvashield XP embedded anode was to create a simple product that could be incorporated within a patch repair to minimize ongoing corrosion and extend the life of concrete repairs. Without protection, corrosion continues in the reinforcing steel immediately ad- jacent to the repair and results in premature failure. The anode has been designed to focus protection in the narrow zone directly adjacent to the repair. The size and discrete nature of the anode makes it convenient to install in a wide variety of repairs, and provides the specifier with complete control when targeting the areas that should receive protection. The anode is suitable for large or small repairs; a large repair will simply require the incorporation of multiple anodes. The convenience of the anode makes it a cost effective method of extending galvanic protection to repair scenarios that were not practi- cal just a few years ago. The Galvashield XP embedded anode is a non -hazardous product. Manufactured of common construction materials it is installed simply without complex equipment or processes. Depending upon a project's design parameters the anode will normally operate for a period of 10 to 20 years. Once installed its zinc is converted into a stable, non- hazardous zinc corrosion product. After its service life is complete, the anode remains are dormant and concealed within the concrete, having no maintenance or special disposal requirements. The Galvashield XP embedded anode has been in use in North America since 1998 in a wide variety of applica- tions: deck repairs, joint replacements, pre -stressed and post -tensioned repairs and interface applications between new concrete and existing chloride -contaminated concrete where accelerated corrosion can occur. The anode re- duces on -going corrosion activity and also reduces the effect of ring -anode corrosion commonly associated with concrete patch repairs in reinforced concrete. In order to verify the performance of the Galvashield XP embedded anode, periodic evaluation by various research and education foundations is conducted to provide an unbiased opinion of the effectiveness of this innovative tech- nology. In July 2001, following evaluation of the anode, The Concrete Innovations Appraisal Service issued CIAS Report 01-1 Galvashield Embedded Galvanic Anodes for Repair of Concrete. The principal use of this report is as neutral documentation to help technical committees of the American Concrete Institute (ACI) and users of the an- ode to better understand the technology. As stated in the report "The technology offers an easy -to -understand con- cept, which gives the client confidence in the capability of the repaired structure to perform its intended use." In July 2002, the ASCEICERF Highway Innovative Technology Evaluation Center (HITEC) commenced evaluation of the Galvashield technology. For many contractors and engineers perhaps the greatest benefit of the Galvashield XP embedded anode is the fact that installation requires little or no change from existing concrete repair practices, and only a minimal addition in cost. Normal patching procedures simply shift the corrosion reaction to adjacent concrete areas, thus creating a continual battle in which repair crews chase the corrosion problem around the structure. The Galvashield XP em- bedded anode prevents this from occurring by mitigating the corrosion problem using a maintenance -free, cost- effective strategy. Contact: David W. Whitmore • Vector Corrosion Technologies, Inc. • 417 Main Ave • Fargo, ND 58103 701-280-9697 • Fax 701-235-6706 • davidw@vector-corrosion.com • www.vector-corrosion.com Construction Innovation Forum • 43636 Woodward, Bloomfield Hills, MI 48302 •248-409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.CIF.org f EMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12 Galvashield® XP Embedded Galvanic Anode F Acn,s Cn.nmunur -- blain3 Cut -Away of Galvashiehl'XPAnode Bridge Widening Project —Anodes tied to reinforcing steel at joint between new and old concrete Concrete Girder Repair —Anodes tied to steel inside girder repair Concrete Patch Repair —Anodes tied around perimeter of repair ! ehludde Caol = inu a;� C66uFJe Can •...�N Conrrtu[ CLbr6lrlm l^��dr i�f ! i f + ,. � • i..t ._ ii Pntentiel Difference niOrecn Patch and Chloride Connntinnted Concrete a" • ' '' v., Re;ulrsin Accelerated Corrosion . �. o. Galvoshiehls'XPReduces• "Ring Anode"Corrosion "Ring Anode"Corrosion (without Galrashield"'XP) Construction Innovation Forum • 43636 Woodward, Bloomfield Hills, MI 48302 •248409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.CIF.org See attached Product Data Sheet SECTION 6 ICRI STANDARDS PAGE 1 6 OF 1 7 R fi K .i 4 f 064 P " ..a `t r } i l 4 j J 5� t l ,x r r' 4' .J� s r "T%ty '•r / Guideline Mo. 03730 YN Y Vt: r. t. 'h Technical Guidelines .' Committee h Fc r, C"omntirree men;bers during the ! r'ep r ti&r< a,'tire l iRt e lu �n Peter H. Emmons, Chairman Don Gardonio Structural Preservation Systems, Inc. Facca Construction. Inc. Baltimore; Maryland Maidstone, Ontario, Canada Kermit D. Bright Robert Tracy Structural Engineering Associates Tracy Restoration Engineers Kansas City, Missouri Ann Arbor, Michigan Richard P. Deiargey Douglas G. White Structural Maintenance Systems, Inc. Thomas Downey, LEG. EXion. Pennsylvania Amngton. Virginia Curren ern mWee rnembers ed+tton Peter H. Emmons, Chairman Sack A. Morrow Structural Preservation Systems. Inc. .lamer Engineering Baltimore, Maryland Calgary. AB, Canada Tom Kline Ken. Lozen Structural Preservation Systems. hc. NTH Consultants, Ltd. Gilberts. lll�nois Farmington Hills, Michigan James E. McDonald Robert R. Cain 'Waterways Experiment Station KRC Associates Vicksburg. Mississippi Milford, Ohio J International Concrete Repair Institute ro Introduction This document is the result of a process of distribution. commerua,-y, and revision by the "technical Guidelines Committee and the rnember- ship of the International Concrete Repair Institute. it was submitted to the Votin members of the Association for approval on :Aueust'1, 1989. and approved by over 95% of the respondents. &eveTai o`iile comments of Elie voting members, both from those K'he looted for approval and those who voted against approval, are worth noting and are reprinted below. Even ihou_h a euidefine exists fordetermining the amountofallowable corrosion before replacing orsupplementin;; a rebar, it is always wise to consult a structural engineer if any corrosion exists. Special caution should betaken to €ocate and avoid buried electrical conduits or prestressing or post- tensioning tendons when ;xrfomn- in,, removals_ Cutting into either ea:, be a life threatening situation. Undercutting the rebar should not be counted on to secure the repair structurally in lieu of proper methods cif bondin: a repair to the e xisting: SiilScit"dte, • A s;iwcut can and, possibly should. be greater than the',r'_+ in. (13 nun) noted, as lone as the reinforeirio steel is not cut into. This document is intended as a voluntary guideline for the owner, design professional and concrete rc pair;,t ;tractor. It is not intended t a relieve t€teprofessional engirecrvrd;e "Ignerofanyresponsibility=cur the speci,=cation of concrete repair methods, materials or practice,_ While we believe the information comamed herein represents ;he proper means to achieve quality results. the International Concrete Repair Institute must disclaim any Tiabihiv or responsibility t3 tkcose who may choose to rely on all or any part of'this guideline. Sunace Preparation Guide 03730-1 HOMDUal GOOMetrif caution! Be, tom startina rerrmvalis, rev.evv effact-I of i removals on str=ural m-tegn-pi, Provide sI,,cnnc 01 rr4mLeras necessary. Flaricularcare she!: be exerdsed at stab "beam connections !o colurrms. Elcvalon Beam or Rib Slab or Wall Partial Depth m Exposing and Undercutting of Reinforcing Steel These -details are applicable to hori.,onrai, vertical, rand overhead ioczulons. They arc also applicable to - cillovall 11 1 by miirain, hydro -milling, andejec- tric, pneumatic or rtydrathic impact breakers. Remove loose ordelaminatedconcrcte 21"Ovecor- roded reinforcinz steel, 4D Once initial removals are made, proceed ck-itjj the undercutting of all exposed conorf-d bars. Under- cruntu- will provide clearance for under barclean- ing and full bar circumference bonding tc, surrounding conmIte, and t whi I secure the repair structurally. Provide tuirthnuin `/_ ir -cla 1,) mro, Clearanceoetween exposed rebars; and surrounding concrerc or V- inch (6 nrm) larger titan Largest aggregate in repair nancrin-I. whichever is gree"Or. Concrete removals sh-H extend along the burs to locations along the liar free of bond inhibiting corrosion, In(] where the bar is well bonded j() surrounding concrete. If non -corroded reinforcirn, it el is exposed dur- ing the undercutting process, clt- ,;hall be taken not to darnage th,: bar's bond to surrounding concrcte. U bon," benveen bar and concr-te ts broken. underclanin, of the bar shall be required. 1B Any reinforcement which is loose shall be secured at place by tying to other secured bars or by other approved methods. A Surface Preparation Guide 03730-3 Cleaning and Repair of Reinforcing Steel Cleaning of Reinforcing steel All hew corrosionand" scate shofdd be, reinotod From the bar 2necessary to piornote maxiniurri hand of replacement nuiwial. oil free abrasive blast is the preforrLd ractliod. I'% 6gm.N bon&d IiLhi rust bfiiid-up an the surface €s usua,!;v not detrimentat to bfind, unIcss a protective coating fs bfnm, applied to thu bar surface. in which case the coating X— n for sur- _G 'ace pr-epar&,ion should be followcd. ? SULsate A v J� .structural en-gincershould be consulted. If repairs are required to die rcinforcingsteei, one of tlic fjjjjowjn2 repair merhodi should be used: Complete bar replacement. or New bats may be ni,,-c.hanicallyspliced to(iIL4bare or placed Par-alle!,.o and --Pproxinnitely'/. in. tl 9 tran) from existing bars. Lap len;xths ;hall he determined in accordance with ACI 3 18: also nefor to CRSI and AASHTO manual. Affected Length Less of Section SuPp!emenlal Bar Required Lao ;Za mratl ! An Affected Length 03730-4 International Concrete Repair Institute M Edge and Surface Conditioning Concrete I here details are applicable to horizontal, vertical, and overhead locations. They are also applicable to emoval b�; hydro-demolieion. hydramii:ing. anal e lec- tric, pneumatic or hydraulic impact breakers. Do not use tftese details forshorerete applitatiar.s--- 1or shotcrnte repairs rt fir to AC'1 d06 &.1ge NreP uru- ar. Guiale:. , ' . ® Remove delarmnated concrete, undercut rein- forcing steel (refer to "Exposing and Undercut- ting of Reinforcing Steel" on pare 3), remove additional concrete as required to provide mini- mum required thickness of repair rnawrial. j 1t edge locations. provide right angle cuts to the concrete surface with either of ale fallowing methods: • Sawcut 112" (11 mmi or less as required to avoid cutting r-inforcing szec(. • Use ntsuchashydrodemolitio❑ or impact breakers. Avoid feather ednes. � Repairconfiguruiensshot:ldbekeptassirnplcas possible, preferably with squared corners. After removals and edge conditioning tine com- plete, remove bond inhibiting mat-ar'sals (dirt, concrete slum, loosely bonded aggregates) by abrasive blasting or high pressure waterblasting with or without abrasive_ Check the concrete surfaces after cleaning to insure that surface is free from additional loose aggregate, or that ad- ditional delaminations are not present. If hydrodemolition is used- cement and particulate slurry moist h-' removed from the prepared surfaces before alurry hatxletts. i3u;ndary of loose Recommended and de'aminated Layout concrete Surface Preparation Guide 03730-5 r r r } =7 t r} •r v: X µ ,.t „s {{ �r1 e i f�r s � L 000 INTERNATIONALCONCRETE � REPAIR �t f N S T i T U T E. 1323 Shepard Drive, Suite D Sterling. VA 70164-4428 } Phone 7t1'-7 -0116 Fax 703-4 0-0114 Email: info icri.or Wa13_ www.icri.ocg �5 4 A'El\R l &a s. ---------- - --- - . .......... X. -- ��7-2 wmwqff�f � i General description: Rcpair material Ss placed dry or slil"htix damp into sholerete machine and raised with C0o1nrCesetl a r. 'T`ho mixture i, irut,porizod via hose to the -sit riozzie where water and a€imixturas_ it oll7 , arc introduced. The ingredienr5 are propciletl onto the prepared substrate by the force of the Com- pru>cd air. Hest application: Large vertical and overhead areas with simill bare No. 6 t 19 nuwi` or less_ and min;mai Cong stion of embedded rat zloreenlent_ Material requirements: woii-mad,ti abgrc'ute vvithn+.res>ar; binder:�tusuaT(+�porhutdcement).:4iis- wre intr.S-ibc. proportioned tdcornpeirsnc for rebound lossc . Admimtmri t are frequently uscd to shorten cot time, ❑ndlor to allow thicker layers to he built-up in a sing], pass. Reference: ACI 506.2. " (3 ich: to Shoterete" General 'description: Pre -batched .and thorou,.lily tnixcd repair material is platted into a concrete Pullin and transposed via jaunp line to an exit nozzle where compressed air and admixtures, if any, are introduced. The repair material is propelled into the surface by the compressed air, .�3t�Y gpf:Ce all _=Drl r Hest application: Large vertical areas with ;mall bars. No. h ( i9 enm)''' or Tess, and minima can_estiott of embedded reinforcement. Material requirements: Putnpabic. low -;jump mix- ture which does not sae when impacted on the pre- i fj pared substrate. —i Reference: ACI 506.2. "Guide to Shoterete" 1.11 Ac there are: presentll mt gencailiy acceprt�d cunver;ann slvndursis f x niafur, ing ti.^.:3, d:e AS'i'ht h57 5 qfi ha> L+cer: round m the ncaesr millimeter n3te !s`, , ramp w 03731.6 GUIDE FOR SELECTING APPLICATION VIETHOOS FOR THE REPAIR OF CONCRETE SURFACES `''�.����� r INTERNATIONAL I N S T I T U T E 1323 Shepard Drive. Suite D Sterling, VA 201644428 Phone 703-450-0116 Fax 703-450-0119 E-snail concrepair0aol.com k k" 4. n 'i X Yt alai i .4� q j V J y M F 1+ ',y � t 6 Y. i ALf y��5 i (: 1 r 1 II qy2 t 4 # Gj t + J e t yn {ji} r i x r 8 �r 7 .� � «$2? #f >? Lz±f< 2 s;�� � m , Morcy i 0 1096 Internawmal CommeR a +,_ All rqhe rewrved, 13,23 spard Dnvw Simemom :» G m»<a Phou amp ; «w About ICRI guidelines l-hC in-'emariotta' C,,mt-roze Reryliu lttiratrr (ICRI: ")Wr dild "W'2tilwe irs 4 ahl" it" or", r-111lv ow'C) V. 7" �e NhWll ililwl' (h.1'el iner", (if Ike inost 'ije'h'jjLl ""?d is v I I-hu-it- • l't ijat (W[ w4 lh;,3:tllh ll J, 'Ti. em be r.s ill I i di, tfe a'flhv>t TO COl- ;" ;?I %e !lj-,;c it - C rete r(III'll" ilit ilitz'1 Of ';' ' etune —1.$ Ii'O teh-ciel mi"mulawil rlpsijr itib. till, to re0l'Iliv accoi;hle to Gees reporred III tile ,I ""ro ltf IV On i ole're -ir repair In"Ibulls and Irlairt i- n d Fl j � ever aiv ru the-, have heen de�,t�kpe and relf ierL V nee': to I find Iz""t, * '-rl ;l'wed fi inn-mcgion on fill, of, he ell,into easy Ilse lit 'h'Ir e"lll. !('RI pre- pared bY santfiwicilrask b". rih- 1("R' 'Iddiv.s.ses an alell vl";racTh e lilcv'-ni-e-d Its inoenjill! ro the achwi-emelif of chirabir repairs. All ICRI mid, - !me hieents zr(, vle!r}cut w t oinimlsl re,,;eiv by the mcfelherwhill and 1,141" be rcvj'Nell (P-V fz1.'rlr�lrelj I'll tie Fechni, al Aciii,meN — ------ — -------- [his j,,,!jn.nt is mi,n"ki a, a volumary wr ill, i nlcrol hv"io dIc ptilnr TnCae110'1-- li � wlceplaiiR Re air inswIlle "Itiq Wit tit, _il or Peter H. Emmons, Chairman Kermit D. Bright Richard P. Deiargey Don Gar"onic Robe T.acY Douglas G. White Approved for reissue by the Technical Activities Committee: Jack A. Morrow, Chajm an Peter H. 'Emmons Rober' J. Gulvas Thomas R. Kline Kenneth M. Lozen James E. McDonald Randall W. Postan April 1996 I GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES k � Ito cause of many anncrcte repair failures and in- stances of cost overruns can be trued to the selection of inappropriate repair method.. Thu do urnent han boon prepared to hel p visualize tote morh<xfs commonly rred;or=he repa rofdeterioratedconcrete surfaces and to survey the applications for wnbich each isronsidered to be etas; suitable, It is nra inrerrdmf to 1, a detailed crud sonrprehensire "how4o"guideJorthe varinars mertio', described, or a subsrhurel`br the recom- rnenclariuns of an experienced and duaiihed repair specious. This guideltnesurnmadzescurrent practice for plac- ing ceauranbased repair materials. Itprovides owners. engineer, material suppliers. and repair contractors withh a quick reference to assist in the selection of .suitable mefho,& of placement. While this guideline cover; only the selection of suitable application meth- od. other guidelines covering related repair subiects :tie available tr rn [CRT. Consistent success in concrete repairbc gi ns wi th the recognition that each repair situation is deFened by a unique combination ofcirctnustances shaped by engi- neering. exposure. constn.cubitity. cost, and ti Inc co n- ;iderabons. With this is in mind. tiers of this guide are encou, tatzed to make the best uw of industry rusourcrs by bringing the expertise and cNperiericc of the engi- neering- community, product manufacturers. anti quali- fied contractors into the planning proce,s. 7`ht inmailaiiollnellodInustdcIkerflwul_ctedrepaiI ;r l .stint Its dic prepared subIiratc w-uh predictable rc sulu. -phe propatticr of repair a E c tali generally sp,ecir cdarecompresaia-cstrength.bondstren th. shear strengih, and throve properties which inducnce volume changes. mch ab drying shrinkage, modulus of cla: tit-. ny. espension.titherpropsr- tiv, such av rv•ictance ro freezing and thawing, low pernieab3lite_ or sulfate resis¢ance may he ,pccified. The repair rnatorial rnust fully encapsulate exposed reinforcing steel. achieve satisfactory bond with the substrate. and f ill the prepared cai t ty without segr egat- in_*. If these requirements we not achieved. the repair Kill not pert orm its intended purpose. Bonding of the repair material wuh the existing subst5rue depends upon the repair material reacting with, and interlocking to. the protila of the prepared concrew surface. Some ntatcriais may require a bond- ing aLent it) ensure intihrme contact with prepared surfaces. if the repair material isself-bonding. it must have StIfficient hfn&r (a.g. ceulent paste. epoxy resin) to thoroughly wet out the sub,tr.rte. Force must be applied to drive the repair material into intimate contact with the prepared surface. The type of force will vary u ith the applicatioa method. It., trowel applied systems. the repair material is forced Ito the prepared woof rcc by tire pressure applied to die trowel by the f inisherorcement mason. In cast -in -place systems, the pressure is provided by internal vibration, or iiydrau€ic pressure developed by the ctoncrate or grgttt pump. High r-e€ixiiy pneumatic placement t;:^cit- niques develop exceptional force through impact- The city packing prixt;s generitc, pressure when the nodding tool pounus the material against the substrate. The requirement than repair mwerials be mi ed and applied without segregating, i equally important. Any segregation of material components will after physical properties and reduce or negate the; ,xbi;ity of the repair to fUlnll it, primary furctiort—to restore the structure to its original condition it) the fullest extent poti3ible. Construct! bi fity Before finalizing the selection of the repair material and the imsiiation procedure- check the sysunn'.s ccsnntntcShisity.Todetcnnin:. cronstru uisiliiy, the iol- km ing quc tdons .hould he addressed: ("all it1ze wine K,irhiuthe carnet&r.-t a7reizj Fzd i�r:na• en;;ineer amid rite• r>u'ner:, • rti 6r the .sp c oiled installanon iec hnrr{ue allow the repairs ru gn wishin the time specPied.'. GUIDE FOR SELECTING APPLICATION METHOOS FOR SHE REPAIR OF CONCRETE SURFACES 03731-1 mar` • It the avorker ctr✓irprtnicrt:(-multtciae ter aixe stern• fif!d "nVallevion reelanique? .ire eslterienced conrr'acrara arailahte fir the nr'rAIPC7 If the nu %vci-to an, of these yuastiutu is no or mavjtA . then the choice of repair material and insiallauon method shonfd be reassessed. T � j T he sclictiou of a suitable repair material and applicu- fion method houid proceed in this sequence: 1 Select the repair material providing the strencilt and durability propct2fec which best restorethe integrity oftheoriginal design. 2 Select a menlod of pfacemcm. which will succesk- fully piece the repair material onto the prepared concrete. 3 Review the physical properties and pi.:cement re- gaireutents for the repair material to ensure the construci bflhy of the selected repair. 6yf?CFn. A Changethenaaterialortppiicationmethoxzasneeded to provide a consrritctibte repair. When t"de-o Fs need to henutdc-the long -tern durability of the repair s; stcru is far more important than the case of application.. The comomatiou of the working condition} the repair corm actor, the ecs,ti ag conch to raterialthe sim airs design. and the repair material, is unique to every proicct. Mach can go irons, without proper quaing .w,+su: since and ro€;tineq uali t;snot rol. Stan by.gaieetin� stynati;'ied ax.tttr-actar w ter can deiltonsirate scteccss€ul loth-tenirrepahr nsirn,the imendedinstal lationtncihodf If any questions remain unanswered regarding The contractor Is qualifications. the repair material. o' the installation technique. consider a pilot project. I)urin, the sctuai repairs, develop a feedback sys- win to verify compliance with ilic encinecring.re�nire.- mcnts established for the projeet. Nhyhical prof icrties of the materials can be confirmed by sampling at sire time of ptacernent- by in -place teming- or by nsinz core s:unplinY techniques- Bond su engths can be vedfied by coring through the repair and into the-sulasirate, fol- lowed by, applgieg alensileforce to the core.' Consoli- dation of the materials can be Ferified with visual observations of CXtr3c.cd cores :And in -piece lestin . (i I Soriabiz dirrcf :mane iCxt nuih,Nb ary wwrihee in ACt : t:, R 'Csc at Fpcy 0)mp;unm- wuh C,tdcmTe, . Apj�:)Jrc A-'? e.�i 4lttht>dc. Yi:atast. (C"ertcctt 8rxii:'e. I m 03731.2 GUIDE FOR SELECTING APPLICATION METH0OS FOR THE REPAIR OF C014CRETE SURFACES h r Trowelk 1' General description: Repair material is nn,eed into a itt�wzEsb(c, non-.a� cimcistancy. IYou'els x�r tit hersnst- able piac:ing tools are used 10 tran.port the repair material to the prepaied substrate.-1he repair material is pressasi into the substrate to devehip imimatc Contact without voids. Best application: Surface rosTocaion when reinforc- ing sie-as is not encotmtere.d. Material requirements: Fine-graine.6 iaterial easily fmishezl, with non -nag properties to stay in place. in l ordeal or o%erheal appitcations. 'fit : ire, General description: Repair material is mixed into a uniform, cohesive plastic state, then ir;ms-,xned to a contincd Gpace and colnpacwd with rodding tex is to produce a dense repair material. Best application: Post -tensioning groat packets: tie holes: pan joist botsonv: wattle pan joins: vertical. overliead and horizontal locations. Material requirements: Mortar with consistency ca- pable of txing molded in,o a ball without sagging. Reference: Headquarters. united States Army Corps of @rigineers ( 1995). "Evaluation and Repair of-Con- crete,$Iruetures." EM 1110 _tH)I %"Jashi,gton. U.C. GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES 03731-3 • • P^t-T 1(+ tit -. i....i [ C General description: The placcmeni rrf.epair rnsterisl into a confined space with formwork defittiee all exposed boundarics. Repair materiak arc deposited into 'tic formwork and consolidated by rodding or conventional vibration. Best application: C'ofutnr< , w;ill,,, and exterior slab ed«es. Material requirements: castabie concrete or rat,ttar with proper bond psoperiiet, low shrinkage. loe' wa-. telkemant ratio. and a highly (7owable mooture. ReferenCe:ACI fG:;R'!"Guide for Mea;wring. ing, 1'rmn portico and Placing Concrete.. General description: fn lieu of pattiai-uaptYt repaid, the member in question can tx removed and replaced in total. P3acem: tt methods should follow rood Cool - crew practice. Best application: wiicn dcicrionation k extensive thr<xc-,hcut the moniker. Material requirements: Comentmnat concrete with knv shrztk.c;,c'. low water -cement rail's- and a highly workable mi.mure. Reference: ACl 3114R.-ilttide for Measurfng. fisin„ 1-ransportinx. and Pdacin", concrete" I=1 Itefcreacc> ntra st It, marnar are from the AG M;auoui of C'nuerr:e Prn:$cr, Am ncan C�;ncretr In,iitute, ilcuoit, 1-f iehi :ep, a 373 F • 1 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES f General description: Rcptyr imnena( t, ;nc.ed and pum,,cd ; .a ern:crete i;te crnuccicd u; Fipr Ia,r:nw r:Tx_. ill',! con, Itd.Kiai; ant, loolldl,, pro%!&,I ll< d1c intern -. ;;)rxn prr•,.cr—'_ Best appiiCati00: Qvcrl;ead and appllt tk=ta UhCTC xn,,eucd reirlf,}CIF a prC>C:3t. Clinj !>f?t- l6r;Cw, ;IltS, 5lah Si1fF Its, o- Material requirements: Pujnpablc. gz30d 4,<,u :hantc- telwice.,cli- ondir _c-a, tc;taec izc oin patlbl • Itii* ; we of r',Miy .Ind p,icc h,,-v3een har,, Reterence:;iCl o-1-,N, "Ytacine H Puinp- ing terhods-. General description: Crap —graded agztreg rut is placed into finned caI,ay. Grog: is then pumped into form via grout primp Until ;!it void, are filled and pres.urued, Shrinkage is minima) hucuu zi of aggrcenrc. conmc:t and v'olutnc. Best application: Vertical and overhead applicarions where extrcively low shrinkage of' repair maicnai 'i� required: column enlargements. Material requirements: Gap -graded :ggregatc (•ut- 50%. void radot. pumpsabic g'rotl. wlli- x?ndin,: part - land cemvnt or. resin -bassi binder. On. inch (25 mmt or larger aggregate tvpicaliv used in cemeniitiou, applications. Reterenca:ACI,104.iR."Guidefortitei aofPrpiacc:<i Aggr";nc Conerete for: Structural and Noss Coheres. Applications' -1un rvv GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES U3731�5 See attached Drawing SECTION 7 WEATHER WALL SPECIFICATION DRAWING PAGE 1 7 ❑F 1 7 TYP. STANDARD FLOOR WEATHER WALL c ur. RM 2x4 I 9 ATTACLiF,p To WITH 1 40x1-1 2 MIN. TITEN CONCRETE SCREWS -TYP. TOP AND BOTTOM WEATHER WALL SPECIFICATION TEACH 2x4 TOP LEDGER '0 CONCRETE WITH 1) 1/4"Ox1-1/2' MIN. EMBEDMENT TIEN CONCRETE SCREWS 0 32" O.C. %4 WOOD STUDS 0 16" ON CENTER 'OE NAILED TO EACH LEDGER PITH (2) 10-d NAILS INFINISHED INTERIOR WALL MIL PLASTIC WRAP OVER 1/2" OX PLYWOOD. TAPE ALL SEAM JOINTS 1 6 MIL. PLASTIC WRAP �X4 WOQ4 ATTAC F,p TO SLAB Ymi 1 4 0z1-1%2 MIN. EMBEDMENT TTEN ONCRETE SCREWS ® 32 O.C. IN,iFL00R ,ANT. CAULK BOTTOM SEMBEDMENT— H3 32" O.C. 1/2' CDX PLY -WOOD ATTACHED TO FRAMING W/ #10 WD. SCREWS AT 12" O.C. AT FIELD AND 6" O.C. AT EDGES OPTIONAL ATTACHMENT FOR 1/2" CDX PLY -WOOD ATTACHED TO FRAMING W/ 10-d NAILS AT 12" O.C. AT FIELD AND O.C. AT EDGES 6 MIL PLASTIC OVER CDX PLYWOOD TAPE ALL SEAMS BEAD ALONG GENERAL NOTES: 1. ALL 2X4 STUDS, SILL PLATES, AND PLANKING TO BE SOUTHERN YELLOW PINE, GRADE 2. 2. DIMENSIONS SHOWN PROVIDED AS A GUIDE TO CONTRACTOR. ACTUAL FIELD CONDITIONS AND LOCATION MAY VARY. 3, INSTALL ALL WEATHER WALLS MIN. 24" FROM THE AREA OF REPAIR. 4. SUITABLE PROTECTION AGAINST DAMAGE BY WEATHER, CONSTRUCTION DEBRIS, AND TRAFFIC SHALL ALSO BE PROVIDED (INSTALLATION AND REMOVAL) FOR EXPOSED INTERIOR SURFACES, SUCH AS TILE FLOORS, DRYWALL, ETC, AS REQUIRED AND IS INCLUDED IN THE UNIT PRICING FOR WEATHER WALLS. 5. DAMAGE TO INTERIOR SURFACES BY INSTALLATION OF WEATHER WALLS SHALL BE AVOIDED. SHOULD DEVIATIONS FROM STRUCTURAL ATTACHMENTS SHOWN ON PLANS BE REQUIRED, THE ENGINEER SHALL BE NOTIFIED AND SHALL APPROVE SUCH DEVIATIONS. 6, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGES TO UNIT INTERIORS AS A RESULT OF THE REMOVAL OF EXISTING COMPONENTS (DOORS, WINDOWS, ETC.) AND/OR THE INSTALLATION AND REMOVAL OF WEATHER WALLS. 2x4 TOP LEDGER-\ 6" WALL STUD PER PLAN � 2x4 BOT. LEDGER CONT. CAULK BEAD ALONG —IX DBL STUD BOTTOM AT EACH END STANDARD WALL ELEVATION KEY: 112.3.4 I -AMOUNT OF DAMAGE CRACKS = UNFAIR FEET OVERHEAD SPALL = SQUARE FEET DECK SPALL = SQUARE FEET EDGE SPALL = SQUARE FEET COLUMN SPALL = CUBIC FEET BEAM SPALL = CUBIC FEET WALL SPALL = CUBIC FEET 2 - LOCATION OF DAMAGE C = COLUMN D = DECK E = EDGE 0 = OVERHEAD DECK PH = PIN HOLE RUST STAIN 3 - TYPE OF DAMAGE C = CRTF S = SPALL 4 - HEIGHT OF DAMAGE (COLUMN AND WALL ONLY) = 0 M = MIDDLE B = BOTTOM EXAMPLE: 5-05-C�= 5 CUBIC FEET - COLUMN - SPALL - MIDDLE 10-0-C = 10 LINEAR FEET - OVERHEAD DECK - CRACK 8-W-S-M = 8 CUBIC FEET - WALL - SPALL - MIDDLE DECK SPALL = OVERHEAD SPALL = CRACK = NOTE: TILE DELAMINATION t7G ELEVATORS STRUCTURAL INSPECTAO OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL - STRUCTURAL - MARINE rm s m E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SMITE 1 A STUART, FLORIDA 34996 ....22C•46.1 www.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 BE FMFfw.. 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G[32 OLD REPAIR-/-- -- - COLUMN SPALL = 00 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN CRACK = 01 DECK SPALL = 00 DECK SPALL = 02 DECK CRACK = 00 DECK CRACK = 00 Is OVERHEAD SPALL = 14 OVERHEAD SPALL = 00 o OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 o EDGE SPALL = 09 EDGE SPALL = 02 o WALL SPALL = 00 WALL SPALL = 00 OLD REPAIR - - U4 POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 m LICTLIRAL INSPECT40 OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL - STRUCTURAL - MARINE rm s m E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD -SUITE 1 A STUART, FLORIDA 34996 772-220.4601 ww .CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 IIE 0.. IEI48I EYM64r E IUl xSMW WuuOX U.X RWW : YN aMW LPOIEPx KKNS Mf$[RVS Nq pyWW4$yR qIN$ . DxrcW. wnm W usDxo Ia .xr Mm vulr x un 1pol W YFv4P MIffL\W OIDM IF51 W WWYC IIE WFl8.4 �WafX rzW®on Aa melxr rc Iv Du�c, uc T6 UPllpl. M xGi u0 ®3 XLdC4rtY Ila, �S IM OSINA[Xr ff W3FID114 4FM1L 5 TW Wx o m LLd6P.xL. LLC Po 6 X]I N H IIaW. W CgIL W p Vx11 M M OMW 4IDEQ MM M MIIFN YaNAWILM1I6 (SY M4N6PoM4114 .YL pu[MgM 9WlH KP6TDu Kx Ww NXI .' M mxWxrav rs RSU5L9[ ma m1 onimwmn a xl onWsxas. 4 Ou@l4]lL M 14MM x AT MO BI M Q)l KT0. M MlAlOW S IQSNM1SBE fLM xE [(AMYAMI 9 ul MM9M Ai. x, m rtxwi m mW. Wars mnm n: ows oIVRII ovml W: Mw wv5 alcno n: DuxW awml 9}IE: I/B'. I-V I .,g I: \`\�ATTnuIrT7j7�/ DARE �•' ,%CENSF'. ZP. No.76910 �Qj Q STATE OF ((A 'i ��s ' •. RC O RID F`. •' • G\�� S TONAL T�r1.�. OH RLES A DARDEN JR DATE .c W L GOI-GO2 UNIT: COLUMN SPALL COLUMN CRACK DECK SPALL DECK CRACK OVERHEAD SPALL OVERHEAD CRACK EDGE SPALL WALL SPALL DOOR *POSSIBLE UNIT: GENERATOR = 00 COLUMN SPALL = 00 = 00 COLUMN CRACK = 00 = 00 DECK SPALL = 00 = 00 DECK CRACK = 00 = 00 OVERHEAD SPALL = 00 = 00 OVERHEAD CRACK = 00 = 00 EDGE SPALL = 01 = 00 WALL SPALL = 00 = 00 POSSIBLE DOOR = 00 LICTLIRAL INSPECTPO OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL - STRUCTURAL - MARINE Immsm E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD- SMITE IA STUART, FLORIDA 34996 772-220.4601 www.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29OS7 u o-wnsuxs seu az vvum a nc mlu e+ W mnmxiw � W�IWDA 6 F[$�MHE ryfl IIF MIDM�rvN 6 4t W[XSf6[ RL vus �.¢o wmw m mTn'rtors DRRN a,: awns aNu �:' iro' • � 4 vxam 0 \VTTV1111112j7j .• V,VCENSF'. F2 i No.76910 44/��- 0 •, STATE OF !(7 SYONAI IE CRNILES A DAROEN JR DATE NUS RD51� MULSVIW p4RFp 'A 16910 9tt0 NWf: vm 1: C09-G10 OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL -STRUCTURAL -MARINE csm _.._...._..... ., _ OLD REPAIR AI UNITI_1 0 1 UNITI OZ COLUMN SPALL = 00 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN CRACK = 00 DECK SPALL = 28 DECK SPALL = 06 DECK CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL = 01 OVERHEAD SPALL = 01 OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 —-- EDGE SPALL = 12 WALL SPALL = 00 EDGE SPALL = 03 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 POST -- ........... _ -..-. I DL, WP DL .-_._ "" — _ WP DL WP AT POST AT POST AT POST --` f------- STRUCTURAL INSPECTION O D R E N G I N E E R I N IS - - HORIZONTAL }SH CRACK CRACK O i... 0� j��j��j /T�j� �j`�J/J I�TRUCTURAL INSPECT SOUTH OCEANDRIVE OJENSOEN __ I 1_i_L"'1._._t._._.L_._.I.__a�..aaF.E�._...__....._�_i__i_._._i..__.1._..�/,I BEACH, FL POSSIBLE DOOR OUT POSSIBLE DOOR OUT POSSIBLE DOOR OUT OVERHEAD j • I RUST (0N�■'//, UNIT l O9 COLUMN SPALL = 00 COLUMN CRACK = 03 DECK SPALL = 00 DECK CRACK = 00 OVERHEAD SPALL = 10 OVERHEAD CRACK = 00 EDGE SPALL = 01 WALL SPALL = 00 POSSIBLE DOOR = 00 UNIT > > 0 COLUMN SPALL = 00 COLUMN CRACK = 00 DECK SPALL = 20 DECK CRACK = 00 OVERHEAD SPALL = 27 OVERHEAD CRACK = 00 EDGE SPALL = 26 WALL SPALL = 00 POSSIBLE DOOR = 03 RUST I E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE I A STUART, FLORIDA 34996 772-220-4601 WW .CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 M EXOXFN M(WY DHR54p PfLOeEs WS/1LP LWbll W fOTWGYI Nyl aM[q pPpptt x]PS M[sE PoM5 N10 p+MiWS IA( A ry B[ RAI waq IpAtill4 foam. w cesium m xrc nrso vmn w.m fPtll � 1WNFP tl1YlyIL\fP BIMWI f'ASI �UIUXG M [W6S MII[N rtaossax um faSDlr a fsP Lwurxw uc nrs oawxr, M aAt .xo ffSTM wLwm=nLo aPnq u µ wsonxu� a pwrLssuA sma. axnvwrc a ev omvas u< 4O6YN NPE YaD.NpIIUfW VNIM Wp OrgP NO4V MIMNI YR gWlRll IIIIIIWAIKN a f910R1(QYYi, LLG W M1N�®59WLHK6mx M1Y1P Bf MIq�Nf1pL M falWflp 6 �[ RA M O'RINId a I!L 01p3Wi Ml0KMN59Wl4rFAmxIIQ NtO BY DE O"wPY10l M (pIWGTP 6 Pk44l�[ fit M MUXfISn 6 4l r0615CM xf wus xmuxo wm.w m eanr nxrs I amgm e<: afvnes Hoax I I I scut i/e' - r-o' vPam 1: �1OENSF 'Fv i No. 76910 �Q�,,tt��,• STATE OF !(7� '•'CCORIDP.•'•G ,10NAIL. CHAAIES A OMDEN JR DATE I I sRn l: I 109-110 P AT POST OLD REPAIR UNIT: z0 COLUMN SPALL = 00 COLUMN CRACK = 00 DECK SPALL = 09 REPAIR DECK CRACK = 00 OVERHEAD SPALL = 03 OVERHEAD CRACK = 00 EDGE SPALL = 13 WALL SPALL = 00 POSSIBLE DOOR = 00 TILE UNIT. zaz COLUMN SPALL = 00 COLUMN CRACK = 00 DECK SPALL = 00 DECK CRACK = 00 OVERHEAD SPALL = 01 OVERHEAD CRACK = 00 EDGE SPALL = 02 WALL SPALL = 00 POSSIBLE DOOR = 00 TRLICTLIRAL INSPECT,❑ OLD REPAIR OCEANA I NORTH CONDOMINIUM � j[_ DRIVE ��- ENSEN BUEACH,CEAN FL 34957 CIVIL - STRUCTURAL - MARINE C5M E N G I N E E R I N G CSM ENGINEERING, LLC 2081 SE OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 772-220.4601 www.CSM•E.NET CERTIFICATE OFAUTHORIZATION: 29057 M EICL .. [.a, Ip$ Mx5/RP WYYJN 4Y LO'IAWI NO OIX[fl PPlip1Y xM2 M[S PVXS NIO tlUWItW51PF Iql N N mRiooxeo, ow4Po. mwe, av .bvoao m en mrm vwn x rm fyfl pt WHLLA xWSTV[P YIMfWI fYbl mINOG M EINE4 Wld PWni9Lx xx CG6d1 M 6Y (N.x[pIK. LLI. nx o¢vmn, M w�. w omRa ximmvnrzo NAfN, u r Y61Rx[XI q PNES➢1V119fPS 4x �RNII q d PxMFMi. llL uY6M:NS15F0.gn9E Ot Am IW u+NWP N9SO vIIM410¢ MllEx 1u1111tUIKK1 R L� [Ny(DeX411L W W/SQ5 MVl H YtRm q M 4D0 BY M O'gPJUM M QNIN'[1IV 6 �[ IIM M 40'OwgF 6 4t 0N6(4 4t pW6D59uLL8YWYmp MTDRMIdInvtPt li[ 011IVLIgI 4 �[ M M WY4W616 qL WpNT$ 4l A.Y[5 YSLRO RM4Y N 65111- ROR RSGXEO M M96 O�AIXII WSX 6Y. I0.vY OIWi wEwm m o-uREs gFRN scve. �R' • i'b- mam r. \`1111111111///// � �ICENSF''•.2 Vim:' '•�� � i No.76910 ` 0. '•. STATE OF : • ((/to S TONAL IE CHARD LES A WIDEN A DATE I I sn1 201-202 TILE UNIT 2O9 --- POSSIBLE DOOR OUT RUST MAJORITY OF DAMAGE OLD REPAIRS UNIT:-2 1 O COLUMN SPALL = 01 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN CRACK = 00 DECK SPALL = 00 DECK SPALL = 29 DECK CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL = 01 OVERHEAD SPALL = 36 OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 EDGE SPALL = 00 EDGE SPALL = 18 WALL SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR = 01 CTURAL INSPECTiO OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL - STRUCTURAL - MARINE csm E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE IA STUART, FLORIDA 34996 772.220-4601 WWW.CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29OS7 W EROwE, MOE% fAA6YY Rau, S., MR LW W W . OW u0 OM[A RAOiPM1 ITNR MfY R/M M'A P WS da WIN 1 ITAA}ASO. MD. 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P No. 76910 0 STATE OF ((, SYONAL \S' OIAAIES A DARDEN JR DATE sa l: 209-210 OLD REPAIR UNIT+ 301 UNITI 302 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN SPALL = 00 DECK SPALL = 07 COLUMN CRACK = 00 DECK CRACK = 00 DECK SPALL = 02 OVERHEAD SPALL = 02 DECK CRACK = 00 OVERHEAD CRACK = 00 OVERHEAD SPALL = 00 EDGE SPALL = 16 OVERHEAD CRACK = 00 WALL SPALL = DO EDGE SPALL = 01 POSSIBLE DOOR = 00 WALL SPALL = 00 POSSIBLE DOOR = 00, LJCTLJRAL INSPECTIO OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 I CIVIL- STRUCTURAL- MARINE I csm E N G I N E E R I N IS C5M ENSHNEERINGr LLC 2081 BE OCEAN BOULEVARD - SUITE IA STUART, FLORIDA 34996 772.220-4601 www.CSM-E.NET CERTIFICATE OFALITHORIZATION! 29057 M [xo'4w roaar [wesRr Rswhs xSMa rmuw ur wVmq� um aMx rmmn wcx¢ Mrs[ aws ao owmxs rff ms ro R Rv ouao. owrm, wwW m.�tsuFp ro arc rwuo wn w ux iGu W wvtP wwYMx mWm fw51181uvwG M FIfl£SS u011p rw,esvai uo wrssi+� rc Or r�axxc. uc. � ooamn, M uru, ao omo-a ravroovaRo xux. u « 4 w, " A, VgEID]W SOM(. 6 R(gFn K @102£E.15. 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CCvii U?• No.76910 0 STATE OF ((/� i�P '•.�CORIDI" TONAL CHARIES A DARDEN JR DATE 1 .1 409-410 1 RUST OLD REPAIR POST UNIT: 501 AT POST UNITI 502 COLUMN SPALL = 00 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN CRACK = 00 DECK SPALL = 09 DECK SPALL = 05 DECK CRACK = 07 DECK CRACK = 03 OVERHEAD SPALL = 01 OVERHEAD SPALL = 00 OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 EDGE SPALL = 06 EDGE SPALL = 04 WALL SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 i CTURAL INSPECTF❑ OCEANA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL - STRUCTURAL - MARINE E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD • SMITE I STUART, FLORIDA 34996 772-220.4601 WWW,CSM-E.NET CERTIFICATE OF AUTHORIZATION: 2913S7 M w4Ng01 NwREM' EM %' 0.3FMR5 M/.... W IXPV . "OMEP.1 REXR. MCC"S M'D "RA .1 NOF .0..'A W... oR u. 10 wr NO a erc w un M tll WJ6Yfl XI11EOVO A MMOM MI WIOMNE M DPRS$ WRFFN RRV55IX1 .M ' OF'. [XEwOPoIIL, ll[. m oWNM. ME EU&.0 oE435 WICK 'Kafx. 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FLORIDA 34996 '!�2.22C•4601 W W W.CSM'E.NET CERTIFICATE OF AUTHORIZATION: 2905� MF EXPXFG I(116T pYA34Y wES4T4S WS/1Fw (W WH 4X f W�WLXI uw qwm vxgFxn wcwc nEsf vurvs rxo murv¢s.x wr sq az vDwogxq. Dzxc[o. awm w usuuEo ro uur mao vam x um [ora a mm[a nwsxem nlxour ♦wsl mrawwc nc YrxEss xninD rtwavw uo mrsmr 6 [m a6wvmxc. uL. ms oawuwr. mF mus, awo Rsrns oxgaavn�fo xufw, u.w inssRu[xr ar vxD[rnrw scm+[[, rs rwvcm or Lv ucwEsxixc. u[ um ¢ xcr m R quo, m rxoY m IN vus ra xm qmx vxaF<r nmous RIM wNnaulwx TO, u acw[Fwwc, uc. ]u gmrswws sLVL eF wavm w ]xF mEu D rx caxrexmu. me WNIP1LM1w 5 Pf5Pox5B1[ 2P Mf LO]fdWhYl qr µL MFxsMi AID qugrsms wn e[ Ruvcq w m[ nYq nY rxL mw�vxrou. ra avnae]ax rs xEvwrsiq[ rag na aorammn m u[ Gums ms aL wYs wgwlq vgnur ro essx'rtors usicrLq x: a aLs mwfx qu�x en mi. ows afam 6n gwn[s mnq'x `\\V\\\\1IIIIIJ2j', � • No. 76910 ��Q •• STATE OF •((/� �QNA� E�.• Jlllnn\\`` CHARLES A DAROEN JR OAiE {IIX1161 PLCTEI® flKKE55gN'd EX4lM1iflf M. ]6910 91ffl ttWL. 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STATE OF G� S1�NAL O CWRLES A UAAOEN JR 0.47E i1GJA' Pl6iflOD KtlEmM4 DOt@ w} ]69ip 9(F] xYL vu, P. 901 -902 TILE DELAMINATION - TILE DELAMINATION TILE DELAMINATION TILE DELAMINATION TILE TILE 1: s M_ W UNIT:_901 ___ UNIT: 902 COLUMN SPALL = DO COLUMN SPALL = 00 OVERHEAD COLUMN CRACK = 00 COLUMN CRACK = OD RUST DECK SPALL = 00 DECK SPALL = 02 DECK CRACK = 00 DECK CRACK = 00 -- zo o OVERHEAD SPALL = 02 OVERHEAD SPALL = 00 1= OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 Qz EDGE SPALL = 05 EDGE SPALL = 02 a WALL SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 w J f -- - - I � 2-C-S-B CRACKED TILE TILE UNIT:909 LICTURALI OCEANIA I NORTH CONDOMINIUM 9920 SOUTH OCEAN DRIVE JENSEN BEACH, FL 34957 CIVIL -STRUCTURAL -MARINE OVERHEAD csm_ CONCRETE CHIP --- -- E N G I N E E R I N G CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SMITE 1 A STUART, FLORIDA 34996 772-220-4601 w .CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29057 UNIT:-9 1 0 COLUMN SPALL = 02 COLUMN SPALL = 00 COLUMN CRACK = 00 COLUMN CRACK = 00 DECK SPALL = 00 DECK SPALL = 09 DECK CRACK = 06 DECK CRACK = 00 OVERHEAD SPALL = 02 OVERHEAD SPALL = 05 OVERHEAD CRACK = 00 OVERHEAD CRACK = 00 EDGE SPALL = 00 EDGE SPALL = 06 WALL SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 M I., MR. 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