The URL can be used to link to this page

Home My WebLink AboutPERMIT PACKAGEG � _ CIVIL • STRUCTURAL • MARINE rm S m ENGINEERING CSM ENGINEERING, LLC SOB 1 BE OCEAN BOULEVARD —SUITE 1 A STUART, FLORIDA 34996 SCANNED ❑: 772-220-4601 BY W: WWW.CSM-E.NET St. Lucie County ISLAND DUNES OCEANSME 1 CONDO PERMIT PACKAGE .901= xy .!'F<1 ];'t?S,t"" '". a2;:C'=..:.. v,^`•.-' a't- �htivJ'�. "�'^�'�� lGw�n'.'�.iu`n:'.�'a..�:'�' VdOFM Located At: Island Dunes Oceanside I Condo ARE SUBJECT TO ANY C0119EC T ICPIS 8880 South Ocean Drive 'REGUIRED BY FIELD IWECTORS THAT Jensen Beach, Florida 34957 111/1AY BE NECESSARY IN ORDER TO Prepared For: Island Dunes Oceanside I ConddCOMPLY WITH ALL APPLICABLE CODED. \�"XLj11111 I / / /// Attn: Patricia Hobbs �� v �.'OA`pARb'��i- . 8880 South Ocean Drive '�"'; cNs�'•w �', Jensen Beach, Florida 34957 ` .G�� '.• o: 772-229-8415 e: islanddunesl(_g)coucast.net _ No.76010 Inspected In: March 201714/ n n CC Z Q i O - o ST. LITCIE COUN BUILDING DIVISION REVIEWED FOR COMPLIANC REVIEWED BY DATE PLANS AND E IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Charles A Darden Jr, 7'8' Florida Registered Professional Eng/ eer #76910 1 OF 16 .. _._..-_ .___..... __. - _._... ...-..-...._-_.... TABLE OF CONTENTS Title Page Table of Contents Scope of Work Scope 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 Weather Wall & Hurricane Weather Wall Specification Drawings Typical Balcony Shoring Details Restoration Location Drawings: Inspection Key General Notes 101-1401 3-4 5 6-8 9-10 11-13 14 & Attached 15 & Attached 16 & Attached Attached 2 Pages Attached 2 Pages Attached 01 Pages Attached 01 Pages Attached 71 Pages \``Ituulltii A. GgRG''''� No. 76910• Qom•' STATEOF - Charles A Darden Jr, PE Florida Registered Professional Engineer 2 of IS - _...._ 10 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 FILE25m 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 of weather 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. 10) Demobilization _....._. ..._,...-.. _._... __. .. .__ .._._..-.--... 3 of 16 ._ _.. ATTACHED INSPECTION SPREADSHEETS AND DRAWINGS Inspection Drawings: Inspection Key General Notes 101-1401 Attached 01 Pages Attached 01 Pages Attached 71 Pages ATTACHED SPECIFICATIONS AND DRAWINGS The above WORK shall be performed in accordance with the following attached Specifications and Drawings: Section I — 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 Restoration Drawings DAR ''.. ICE SF OFiti V' No.76910 � -10 ' it STATE OF �� '•• FCORIOP,.•' N�� 1r1111It\\ Charles A. Darden Jr. Florida Registered Professional Engineer #76910 . _. __. _... .._ .... 4 of 16 __..._.__. .,.....__ .. _.__. ENGINEER OF RECORD 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. CONTRACTOR'S DUTIES 1. The Contractor is totally responsible for the permit application and all costs, including renewing the permit in a timely manner before expiration, and close-out final, without cost to the Owner. 2. Upon receipt of permit, the Contractor shall transmit a copy of the permit showing the permit number to the Owner, Engineer of Record, and the Special Inspector for correspondence with the building department. 3. The Contractor is responsible to request and submit the Special Inspector's record of inspection dates to the building department as needed. 4. The Special Inspector will sign and date any on -site logs of the Contractor when requested. END OF SECTION 5 OF 16 ..,........ SECTION - 1 CONCRETE REPAIR SPECIFICATIONS PART 1 - 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: I 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. I - 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. PART2-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. 6 of 1 6 _.__._ _____.__ 3.5 3.6 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 slung, 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. 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. 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 fors 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. 7 of 18 --......_........._..__..__.__._. 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 tiie 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—Armatec 110 EpoChem(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 I %' per lift. G Use pressure injection equipment to seal cracks on underside and vertical faces of concrete beams, columns and corbels with: I 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 l B OF-16 SECTION - 2 CORROSION INHIBITOR TREATMENT SPECIFICATIONS PART 1 - GENERAL 1.1 SUMMARY A Section Includes: I 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: I 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: 1 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 lbs/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. 9 of 16 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/cm- 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 -bonze, surface applied product manufactured in an ISO 9002 certified facility, meeting or exceeding the physical and performance characteristics of the following approved product: I 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. 1 Do not proceed until unsatisfactory conditions have been corrected. 3.2 PREPARATION A Protection: I 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 ft2/gallon, 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 correctedand/or replaced as directed by the Owners Representative at the contractor's expense without extension of time. END OF SECTION 2 7t3 OF 76 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). I. 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 1 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. B Field Sample: 1. 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. PART 2-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: www.BASFbuildingsystems.com 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 sole judge 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. I. 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. 1 2 OF 1.6 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. I. 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. 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 andjoints 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. Filijoints 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 1 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 waft, 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, drain pipe, 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 13 OF 16 SECTION 4 STEEL REINFORCEMENT PROTECTION SPECIFICATIONS See attached Product Data Sheet 14 of 16 Product Data Sheet Edition07/02/2007 Revision no: 0 Identification No 01 03 02 01 0010 000001 SikaTop&Armatec 110 EpoCem® ISikaTop°-Armatec 110 EpoCem° Bonding Slurry and Anti -Corrosive Rebar Coating YProduct Cement -based expoxy-modified three -component anti corrosive coating and Description banding slurry. -# Uses As an anti -corrosion coating for reinforcement steel: r r M For repairs to reinforced concrete where there is corrosion of the underlying „ - reinforcement steel �°' s1 Forthe preventive protection of reinforcement steel in thin reinforced concrete "�^ *e1..,• sections As bonding slurry for use on concrete, mortar or steel: M For repairs to concrete using SikaTop patching and repair mortars q OR For bonding of new and old concrete + r` Characteristics I Advantages 0 Excellent adhesion to steel and concrete I 0 Acts as an effective barrier against penetration of water and chlorides . • v` N Contains corrosion inhibitors 23 Provides an excellent bonding coat for subsequent application of repair mortars, cement and epoxy based S Pre measured, ready -to -use packs M May be spray -applied 0 Frost- and de-icing salt resistant r �.•-, .' � f n Non -Flammable a Test certificates LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland .J Ibac Aachen A 3119/3 4 Product Data Technical Data Colours Mix: Grey ° • Camp. A: White liquid el", Comp. B: Colourless liquid I Comp. C: Dark grey powder =N Packaging 20 kg units (A+B+C) Storage J Storage Conditions Store at temperatures between +5 °C and +25 'C. Comp. C must be protected from humidity. s & s Shelf life 12 months from date of production if stored properly in unopened original packing. 1 SikaTop`a1-Armatec 110 EpoCem® M '•'< Mechanical/Physical N.';1' Properties ` Density (+23 °C) Comp. A 1.05 kg/I Comp. B 1.03 kgA Comp. A+B+C 2.00 kg/1 (density of slurry when mixed) rt'i Bond strength (+23`C) On concrete (sandblasted): 2-3 N/mm22 On steel: 1 -2 N/mm a j E-Modulus (static) — 16.400 N/mm2 `• " ! A Index of resistance to Ya diffusion of water vapour - 700 �` : 4(pH2O) t; Index of resistance todiffusion of carbon ., 40.000 ; rz dioxide (PCO2) Thermic coefficient of - 18 ' 10' per °C ?` expansion i 4:! { Application Details Mix # ratio Parts by weight : A: B: C=1.14: 2.86: 16 ' Parts by volume: A: B: C = 1.14 : 2.86 : 10 s " 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 - - j The recommended dosage must be strictly adhered to. On no account should water be added to the mix! Coverage As an anti -corrosion coating y -2 kg/m2 for 2 coats, depending on method of application 6 _ t As a bonding slurry: 2 Depending on substrate conditions, not less than 1.5 - 2.0 kg/m Surface preparation Concrete, mortar, stone Substrate must be clean, sound and free from all traces of loose material, laitance, grease and oil. Min. substrate roughness 2mm c=1 Steel: �% • Surface must be clean and free from all traces of grease and oil, rust and mill scale. Degree of cleaning SA2. 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. t x, ]V I I p i"t { t, i l- 1 N }jzi t nµ? f v 2 S1kaTop4Armatec 110 EpoCem® 2/3 "S Application When used as an anti -corrosion coating 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 ` I hours (at an ambient temperature of +20 'C), then apply a second coat of similar =!y 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. _ 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 _ 5 hrs at +20 °C 4 hrs at +5 °C Freshly applied SikaTop-Armatec 110 EpoCem should be protected from pollution and rain until next coat is applied. cleaning Use water to remove uncured material from tools and mixing equipment. Once cured, SikaTop-Anmatec 110 EpoCem can only be removed mechanically. 11"1 .�...�, =? Imported Notes When SikaTop-Annatec 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. j Notes All technical data stated in this Product Data Sheet are based on laboratory tests. Y a Actual measured data may vary due to circumstances beyond our control ` Local Restrictions Please note that as a result of specific local regulations the performance of this product may vary from country to country. Please consult the local Product Data s £ Sheet for the exact description of the application fields. a Health and Safety For information and advice on the safe handling, storage and disposal of chemical Information products, users should refer to the most recent Material Safety Data Sheet containing physical ecological toxicological and other safety -related data. = i Legal Notes l a The information, and, in particular, the recommendations relating to the application .„... and end -use of Sika products, are given in good faith based on Sika'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 ,,..t 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 v' concerned copies of which will be supplied on request. >j 5 Sika Vapi Kimyasallan A$. Gam4egme Mah. Sanayi Cad. N 34899 Kaynama Pendik =574-M15 Istanbul TOrkiye Tel *90 216 494 19 904'y.}gFaka +802764941984T-jj #y Sika com h 3 SikaTop(D-Armalec 110 EpoCem® 3l3 SECTION 5 SACRIFICIAL ANODE SPECIFICATION See attached Product Data Sheet 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 ASCE/CERF 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 Woodyard, Bloomfield Hills, MI 48302 • 248409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • v .CIF.org EMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12 Galvashield® XP Embedded Galvanic Anode SmrXkLl zw C", Cut -Away of GalvashieleXio Anode. Bridge Widening Project —Anodes tied to reinforcing steel at joint between new and old concrete x- I- l ' Galrashiele ,YP Redirees "Ring Anode" Corrosion Concrete Girder Repair —Anodes tied to steel inside girder repair Concrete Patch Repair —Anodes tied around perimeter of repair "Ring Anode" Carrosion (without Galvashiehl";YP) Construction Innovation Forum • 43636 Woodward, Bloomfield Hills, MI 48302 • 248-409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.CIF.org SECTION 6 ICRI STANDARDS See attached Product Data Sheet Prpmed 6 w Tecmnical Alm--s Gomm,ttnmqc + Oe-lssued March,ai Guideline NE 03730 »«« m a , Cleaning and Repair tReinforcing Steel ., andSurface y:d<:»<»<G ° A A Technical Guidelines Commiftea Peter M, Emmons, chairman Don Gardenia Slructurar PreservaWrr Systen-s, Inc. Facca Construction, Inc, Baltimore., ma;yianc! klaicstonp, Ontario, Canaca Kermit D. Bright Robert Tracy Sim=rai Ergureering A-,sa^.aies Tracy Rmsorauorl Encibpe;s Kansas C-,y, M-,�seoun Ann Arbor, Mich,"gan Richard P. Deiargey Douglas G. While Stojclurai iviairbenaru-e Systems, Inc- —iriorros Downey, Lnl: Extan, Fenrsyivarria Anim"lor- vlrggine CUr, er eammi.,,,ee mzemherx whopr,-idedjbaihev m,.pv!,rov the 199' edimm Peter H. Emmons, Chzirmar, Jack A. Morrow 9tr,,"Uraj presemtjon Sys -,erns, inc. Jarrai, Eng!r*eripo Sa.timore, blarvIand Calgant, AB, Canada Tom Kline Ken Lozen prrsemarlorr syss�ns' Inc. NTH COnsuIr"nts, Lte Gitans, Ulinols Farminglor, Hills, Michigan James E. McDonald Robert R. Cain Wate�,izvs Experiment Station KRG Asooa'ates Vicksburg. Mitsissippi VdrfordOhio International Concrete Re --BP institute M his document ilh,eresLl, of a process of distribudQn,commorlian and rz vwotr by She Technical Guidelines Comminia- and the trStnil"'Qr- s"hip of the international Concrate Repair Insroutc. IS vas submitted to the voting nuvrnbers orthi Nisociat4oi for approsal on Au. us, i.1999. and ipprovLd by Qve-, 95�;i of the —,sponcle-,,s. sevcmj Ofth_c,ml-nkmts orthc Nobr�g nIenSb,rs,hoot from druse who voted for airprovul and those who voted against approvai, are worth nofin. and arc n-printed ltelo,ti. • Even tou2b azuidelimexists fordeti-nninire SO COnSUh a stT`UCWMS engineer if am coTT<ysion exiqs. • Spacial cautkNI silrould ba taken to l=xine and avoid buried efearical conduitsorprestressingor post- tensioning tendtms whtuIpeiTorm- in _1� I � I . I - ,g-earovaiK.'urt; e dac, -ither can be a ;if threahunng shzuitmr. • Und'--rcutTi"13 the rebar tihould net 'be counted on to secure the mpah, sLructurafiyinlieu substrate. A saucul can nnd,. pmsibly s,),)u!d, be &-exerthm 6ie ( in. " 13 norn' noEzd. a� hmR as the reinforcing quel is not cut into. This document is intended as a vales; tart' -w,kEnt for she. oxvle, wlgiln Professional mdaoncrer:(I is i"'iawnded to 1 ndi evu the professh,nal epg,axtr ,rdcsigner of.my 017zcif'.,-zdoo of cfmcreue tejedr medt",ds, rrilt°ials m pmcthc-,s. While we '�hxvc uifon,=,pn cujiaiped hrem the piup, s.zeam to ea hicvc 1paDv retflts. the Intera"donal coremtc Rtpair Inqutuie must dfischwn soy Iiihifiv or rtspOpjh.ilny,0 those Arto miv clrsysse to reN, on all or my par' of mv� guldeline, Surface Preparatar, Guide MMM C Removal Geometry Cullen! Betore 8.arafl.g ralcova's", M,,ipw afferl, 'N removais or, sural integrity. Provide shohng e --onnec-tions c colmms. 03730-2 Section Column Corrier Slab ot Wall Par' 7a! Depth Slab or Wall Fu;l Depth international Concrete Repair Institute J-1 =r' Exposing and Uilds-rcutting of Reinforcing Steel These cctail* are applicable to horizontal, vertical, and ove, nand €ocalinns. l-hey are also applicableto rennnt<al by hydro d ;roiition, ht'tir,, -rnils`ing, retd elec- tric, pneumatic or ltydraul c anjatct Retnt?ve loose or delxminated consmec above. Co" rodin! reinforcing steel, Lance initial toanovels are made, proceed with the cuaatg will provide clearance for under bear cirxit- ng and Fell AT circunveretnce borrdlnz to surrounding concrete. and wilt secure the repair �nucuarally. Pr vide mira urn'I inch t 19 nsts3 clear. sac°. ixtw,een exposed r Lars and:: urcaunc?ina tdMrete or'%s inch (6 ;nm) hager than largest a._`greame in repair rnaterhT whichever is grey er. Concrete rMmervai< ahzdi extend --lung Itbf bars to ocatione along the bar He of bond is&titti Mg corm,gio=rt and where the liar is �kcfl boana_d to Iusrt�untii.ai, concrete. if non-coroded rebifi n ing sees is exposed dur- ing ane nndercuabV prfxes5, care shall be tzaken not to damage the bar's bond to sunvu nding concrete If Fend between bar and concrete is broken. undcrc:rnnng ofthe bar shall be requ red.. 4D . Fie rainfcrceattent which is tc,os Ia .t'. � sct e rcd in place by tying to other Ne ured bar; or by coher apprm,eki methods. Surface Prepare'lo:n Guide i<T 03730-3 Clearging and Repair of Reinforcing Steel Cleaning of Reinforcing Steel All heavy corrosion and scale should be renal vod fronn the bar a+ necesary to pro note entrurrurn bond of rcplavcinimi neacrial, Od fie abraslva hli.,t is the preferrxi metbc,4 A tightly bonded HEN ruaz huild-vp on the surfae is esully no', 'Mriwenra! To borld, anL�S�s a jr7,dtcezlvc �"Onon�" is Neing appliaj to the har SLTfzC'-' in which ca'm- th'e coatin.- n"anufacloter's fecommend"nions i'Or $-ar face In-zparation shoald be followed - I 1 11 Y" N iT o? =vwd B?m Repair of Reinforcing Steel Due to Loss of Section If reinforcing sect Ila's loqsignificant cmss:kctiom a New bars may be rnochanically spliced to ofe bars. ,struidural en'-Ineer shonid bz consahed, Wrophdrs arc or placcilvatallel tom appr,oximwtelv f 19 tom) requirod 'o Tile reinforcing qed, one offl-.�" &-ilowing from exis,iraz ixrrs. Up lcrt,sshall Ndetenon ed repair Medods should be used: in woovda= wits ACI 318': also rfe, %) CRSI and Compl�_ta bar replacement. or A,-VSH'O manaafi. Affected Lenqtn PecLupd Lao Rcc!drad Lan 10 .Affaved Length 03730-4 Intemationai C;Gncreie Repair in5jtute M These details are applicable to horizontal, vertical. and overhead locations. They arc also applicable to z-mawai bg hydrc,-demtitition-hydr�ni33Sng. and glee - tric, pneumatic or hydraulic impact breakers - Do rot use these derails for xhozerere upptirrnrvrt.r'— rx siaotcrete repairs refer to Ana 565 Eetgz Prepara- floa GuuA'tLtss. Remove uelarnmated concrete- undercut rein- forcing kid (refer to `Cxposing and Undercut - ling of R utforcin+* Steel" on game 3), remove additional concrete as required to provide mini- mum required thickness of repair material, Atedge locations. provide right angle cuts to the concrete surface with either of the following methods: Sawcut i(?" (13 rem} or less as required to avoid cutting reinforcing stedL • l?sepawerequipmentsarchas6ydrodemalitikrt or impact breakers. Avoid Feather edges. Repairconfigurations should be kept as simple as possible- preferably with squared comes. ;B Auer removals and edge conditioning am cony p3ete- remove band inhibiting materials (din, concrete slurry, loosely hooded a2g egales ) by abrasive blasting or high pressure waterulasting with or withour abrasive. CLeck the concrete surfaces after cleaning to insure that surface is free from additional loose aggregate. or that ad- ditional dclaminations are not present. {� If hycdrodemolifton is use�J. cemern and particulate slurry must be removed from ile Tepa -,,d surfaces before; slurry hardens. Surface Preparation Guide ,F ,f*y V ✓ rho Y 8c_: Cwy of loose and cee,a+rinatec concrete RecomrrienUeu Layout, 03r30-5 ry } nCs to :� :pt "y`^n_I t T N Dry -mix shoterete General description: Repair material is placed dry or shghily damp into choicrete rmtchiae and mixed with cctnapres5eei air. -The mixture is trap sporred via hose to Jha exit nozzle tehere .talerane adrpsxtttros. it uttq. we irtrrxtuced. 'fhe in;;redzvnts era propelled - onto the ,nrulrarid >ubsir-me bg the farce of the corn- ptessed air. BeSt appiiCatmn Large vertical and overhead areas sea ,hrrn u t,h retail bars. No. 6 (19 mtn),'- or l rx, and minimal. e<n vwiarzofcmoeddedreinforcenlem Material requirements: Well -graded wthnc-essmtrbinders (usually purland cemero. Mix- w e ntuxt ix, proportioned It; eo,ntprmsaltr for rebound ic)sLs..Adnuxture� are 6eyuently used to shorten xei ! rinre. antuor to allow thicker iuyars loo IV buih-up ill a sinlgly pass. Reference: ACC 506?-"Guild to Shticreie— General description: Pre -hatched and thoroughly mitcd repair material is placed into atuneretc pump and tr.azspottvd via pump line to an exit nozrtc where cum}tressed air and admix rures, if any, are iwnrefuced. i'.re repair material is prx>peticd Data thx surface by the comoressed air. e�srx�sei as Best application: Lalrge vertical areas With snwn£i pars, No, 6 119 mr110141 or less- and minimal congest➢on of embedded reinforcement. carom^z ar,:=,n Material requirements: Pumpabie, love -,£amp mix- ture which dsxs not sag utien irnpacicd on tire pre- pared substrate. Reference: ACt 500.2. "Guide to Shoterete" 15_ass lucre are prosenth im eeTimfly :rc ::pted a<ncrmon vandrsreL, for Nmfwcint trr! dte AS?31,1(o 15 46 hal Fcrtt ruuz)jcd to the aenrna m flircKtee 0373 S-a - GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES ICAL 0 NO g TECHN C111 GUIDELINES Prepared by the International Convete Repair Institute February 1992 (reissued April 1995) Guide for 801acting Application Methads for the Repair iol Concrete Surfaces Guideline No. 03731 Edmn,, [ ,, -omi, I lagaii G,apht-. d'el"n: K:.Nn Mon,� copyngill 1r%wTn:i C N',M, AH rViii, t ser,cd, : 32 , � S17cpam) Dmc. S,iiw D. Sterim,% Vaimni 20164-442.� Ph"ne -103-150,0' it, Fax About ICRI Guidelines pal, 16 , ala" 1"r qYliepm. •- ,,x -,. 01E LJcluo-,, de; C,f ria- 'w:v *r�rxt ma w"fha"J's wd "o, "eu"s ce a y,,Twwv r,(nv Yttiif:r;o impovvin,., pew;iec o - I- wnc ",.e r,.wr. rt x'qnlir s,ih aaae=cnhr� f,' el&o-, im' Dw-im .riw 1,z+r 11' 1'e'rc! 1 :14 % ad,:,'. Mile ij haj),'�, n re;x,t t, fi j n i"ea - m , "", v , -.,n , ej:'v r "'w'1u,as , u." I Fk1r, I as htry Piave bet n dewfloped and refwed I I ,I i, find c, re� I I et, , a I V4� Uq', ( 1, 1 on Me F1,1!e ri rtrti w-r cvndetzsed iwo ea -. usejtllnnif s. 1;, o'-.,.f V;u4 k'!?i an. pre - hv 'fxev, wed nwfl, af;'r, ved ;)t dw adifn^.'.cev an an ?i o! prul'm,e esv"IMM ir? the seiner, ment q'durabfe repairs. pia jbte dpcatmmzs ate rwhVi -r I) fe, I'l, ;,.c the mcwbenhip wud mar be '(': 1-wd a, upve,, ed in the e4lmwu" Actil aw., ('ariwywec 1",, forme ,,pwr nf an rc'r-.n "bibi, -ratr waft. pr.,fic, , Vet fa ciy an a!(neam par. of ,fit. guaieii;rc Task Group members fur 1992 edition: Pezerii. EMMOIS, Chairman Kermit C. Bnght Richard P DeIargey Doe, Ga,domo Roban Tracy 10cuiplas G. White Approved for reissue by the Technical Activities Comniftes: Jack A. i1worrow, Chairman Peter H. Emmons Rcberz J. Gulyas Thomas R. One Kenneth M. Lozen James E, M-CoOnalo Randall W. Poston April 1996 SUME FOR SELECTING APPLICATION METHGOS FOR THE REPAIR OF CONCRETE SURFACES N IN M M M Introduction The cannIt of many conerine riper failm-cs and in- siances of cost oven uns can IV "faced to Ow Selection of ul--,pnquuee rcpaa, mcdlOds- 'fins, doctimcra lase lmn prepalled whelp Visualiza the mcd kv Ac repair of detahmeted concrete surfaces and zosaro- cy to applicati orts Rw wh Ich ars: h i s siaddered 10 I= nxet suitable. It is tort innaided ra be a draii1cd and tcan,iu rlrxrrtsiire "how-to - -,aide for "he various merhods described, or a suhstitute for the recolt, mendoi;ans ofan exfrerienced nod quali/ied repair forplac- ing cemem-based ltprovnfcs owners. engi neers, material sw9phQrs, and repair coinnnaou, with a quick reference to assist in the selection of suitable luthods art placetwnt. WN& dus guidLlirc coversOrlly the S�Clecutns Of suitable application rnelh- On other guidelines covering related repair subjects 'ire available from 1CRI. with the levogninon that each rclinar situation is defined by a unique combination of cinomsdalceNsinaped by crigi- nelefing. exposure, corstructibilny, reefs. wad time con- sideralion& With this is to flund, users ofhis little ate, encouraged to make thc t7est Ilse of ildnszry retourceN cy Ininging, tne c'sixn-dRiand expedcacc of the crIgN liccrin,, conununity. product roannfasnurcrN,andquali- fied zolaracmrs into Me PWMUM prow". Engineering Considaystions a; to its lhx lu�pamd subsindlc with Intall"nahk —stilt.,. Thu luopetiles la repair intecrml, ltnn-u-nfl� 'pl% Ixuld S1I<jF viz ctntih, and dwl, rope -lie, vvhi�h influence of untie chaages. such :c, nnakap— modlulusc,(Whydo it_'. expan.snul. (Rherpropcs- lies such as r-,:zszan" to flecaing jad thawing. low tx=rrn,unnlit�s. or suffde leais!.I;Icc nlay hz apcciflcj. The retnnir material must fully cncapsulate c%postai Oemflrrcing sned. aahn:vc sadef.iciory, flood with Lhc =uhstrajt% -aid Fill the prepa -cd cavil s without sagregat - mg, ffthc5c re quncann-as arc notiO:fncNc-,L the repair will ;natx-rforrn its intended pwjx),,e. Barling of M repair material vvith the cxistinj ;slut' uale depends Open to repair matcrial raveling WW and inte"facking mthe profile of the, prepared aon-,rtnesir; mcc- Stenctaunuials may requirc abond, in,, agent to ensure intonate contact wit prepares! surfaces. If the repair traterial isse%-bondirig, it nisi hale sufficiaza binder(e., cemsnnpastc, epoxy resin'; so ihoroughly w,a out the lods-itrate- Force enter: be applied to drive the repair material into in 6 main contact with the'prepared nnface. The lypeol, tared will vary tkith flit In to applied syeerns. the repair material is forced unothe prepared surface by the presslareappludil Lathe: systelns the preisurc isprovided by internal tidarldant. or hydraulic Incssurc de%elopcd by the, concrete or grout pump. High vt1o,:ny patnuslatic plalonneru atch- nique's devei0j) ex-apnotoo iorce throu&h unpact, dry gocnemies pressure when the rodding loot pounds the matcrkal atainsr die Tice requirement that repair nwoItriaN be mixed ant! ae-,plied without segnegating is equally impor*,�,uu, Any syragmum of mandall componvas W WT phyai prup,-rt!'—i add r-duce or ne"atc To auildy Of therepair- W 21"JI its PTjFuZ1.rY fUnilion -- to restore tin:" "muciam to its origircil condidon n, the fullast: extnin possible. Constructibility finaltz.m., the selection oftherepair rualerial and Te WaMuma procedure. cheek the iysicni'i 0--l- iow-ing qucsaions ",hould bc ajdreksedc rnguwer und the n"wonl AW lhe,,pect,5ed inoadhlu'('ll Fm,,iufique ulloo the r,prica's io Xcrvi, e wMay Me We specUMN GUIDE FCR SELECTINGAPPUCATIGH W FTHOPS FOR THE REPAIR OF CONCRETE SURFACES C3731-1 • tiv fire trurt irru en iremment candur•ive u, 0tv viet'i- lied iraxlalrarien .echnir e," Are experfencvd contractors avaiia!>ie jor the prr jec!:' 11'the ancever to any of these questions is no or nlavbe: then the Choice of repair material and installation method«ouldbe reassessed.. Ttre selection of a suitaule Mepair material and applica- tion me,died should proceed in this seipienec: i Select dserepairmateriallimidirig the suen;¢band durability properties which ix.sirctitvrethe inwr rity of the original design. V 2 Select a meti:cif of p?neetaent witi+rh will y"xtCCesw- fuliy place the repair inau rial unto the prepared concrete, 3 Review the physical properties and placement re- quirements for the mpair material to ensure the amstructihility of theseicetcti repair sysiern. 4 Change die material orarptirationmcnh dal needed to prop ide a constnscuble repair. S4'hen ¢tutu -offs need to be ma J_, , the lottz-teat durabi list., of tote rcr a r sy,item is far were inirmant than t r, caul of applicaucr- 'Iles cambinaticn cdthe uv orkinFg conditions, the repaar contractor. i he eximi m,, concrete mat,crial. the structure dt� ;gn. and the repair material- rs unique tv every project. Much can go i%rong iait£.om proper quality ; ,Kuranceand roaa tine qualitycontmt. Start byelecting a qualified contractor who can dcmonstrntc torsos, i ful lonag-wrni repan, ut in;; the intendedinstallationmethod. if any questions remain unan�w".rcd rc__arding the contractor's qualifications. tire repair material, or the ixtstallation lechnlque.consider a pilot pmject. F3tttina (lie acTual mpairs, thr;elop a reedbacic ,va- tam .o Verify compliance mish ;he caginccring requ3ire- merisestabtished forthe project. Physical properne;gof the materiak can be confirmedby sampling at tSctinic of placement. by in -place testing. or by using core �tun,llnio itc:hnitiaes. Bond arcrizih : can tic verilled by ctsrinu through the repair :And into the sabsflaic, fol- lowed by appivingatcn. ila forcz uzThccore-"Conn<oii- nation of' the maicriab can be ,,cri aed %vuh vsui l observations of extracted cores and in -place tcstir 1=ISuIWAC_diran;M111Cteatrtethaisn Ail sod,' ..:_sc of Fpucg C iMFountis WIN) C:rr:ereµ�," :1P#xxtdix A I'a%t 4fais.rd�-A1aax.�lvfCa�crcta Pracsh+e_ 0373 f •2. GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES R N iroviel applied General description. Repur mated,'A k rued hair it trowelable, non -sag consi 5tencv. Trowels or rather suit- , Ac pacing tools are used to transport the repair n ats ri tl to the prepared substrate. Tito repair material i`.psess diiniothesubstrate todevelop iniEqunc conatet %vt1how void"". Best application: surface renonarion when reinlorc- inc steel is flat encountered Material requirements: Five -grained material easily iiritilied, with non-aag propenio to taz in place in s trtieal or overhead applications: Dry packing General description: Reliair niatetial is mired into it unrEarrn cohesive plastic state. then iranspon d to a c:aniined spaec and compacted with ,Wdw1- took to produce it dense repair material. BEST application: Post -tensioning groin rocket.,: tic holes; pan joist :wttoms: wa137e pan iolsts: vertical. overhead wad horizontal locations. Material requirements: Mortar with corsisiency ca- pabic of being molded into a Lott without sagging, (iePerenCs: Headquan.ers. United S%fa',es Army Corps aptF.ngnican 11'?95). "[ivahvniou and Repair of Con-. cr-testrdcturs.-L--'tit II10-2-2WI Vvasdtintnon.RC. 4 f`s� '• nl •3 i1„+d; y tt is lii:dR .:d'.H*d1 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES 03731.3 General description: the plaeetrem of retadr material into a coutlned space with forniwrars defining all expo,ce boundaries. Repair m:atetiais;sre deposited into the formwork and eottwlidatcd bi sodding or c0n4e#iuunal vibration, Best application: Columns. walls- arid. e?aerior scab edges. Material requirements: Casntbie cor-crete or mortar with pr(r,,-r bond propertics. low shririLnge. low wa- tcdeernent ratio, and a highly t7owablc mixture. Reference: AC I304RrZ' `Guide for Mcwr urin<,. Mix- in"2. Transporting, and Flacin, £corim te" General description: In Ircu of p ru u-d-lz.1 mpsir>, the nicntber in gtwa tuan ran be removed and replaced in to[:J. Pla"nwril nierhods should follow eood Con- crete pracuwc.. Best application: When deterioration is extensive thr«ughow the menti�er. Material requirements: Conventional eas(-in-place crcncrerb with lode shrinha e. lode w=" cement runt). and a high3v workable mixture. Reference: ACf?41R-"C.;ui;le. 'Frafeeponii-G. an(] Pincinw Concrtte` l_; R fc.i;rs< citj m thi, manrcr arcs tarn the ACi .Lianusl of ('oncrere Frrcoec. Ame9cae C'oi m c I1),wr1w, Dmwi6 \ticlai:aan. e _. StYanOG urA ; WPd+rC[fi 9 M 03731,4 COME FOR SELECTING APPLICATION 1METH005 FOR THE REPAIR OF CONCRETE SURFACES General description: Repair n;a mi i> tntstr[ and g;unil>eci x uu t n r'rt;te Gn - c nzlcctrd [,tix , ttrr.'tur,trE<. nn3ii h vcn-.-iiled;aedt2r dr c ("imz (udat z?n u.i Oiif "i I i rOi IOCd 1s1 111C nacre !.ram+sae Best application. Owflie'xi at.i ec.n x,.t _p} 6cait va a%Iwie ,ongeszed reml'rtaaa t< pres ii Beam tom.- nh" ,lab rcnfiit" er KceiitniuLrez't;tre:t" A9ateriat requirements: Pumpable. go;,)ci ftow dxarac- ien�u". elf bundmL, i"rez:ate.irecompar:ble i I h we t)it'. %nl an,l Npw: beFl. tin hiif5. Reference: ACT 1t➢:,3R--Viut,in,, Con: rote by t ap- ing %Icthods.. General deSeriptium Gage -graded a�gregaw, i• phiced into torm+_d eaoicc_ Grout!, then prtpj%td into foim e-ia an)at Pump unai A lads nr, illkd si prey, tlnzwl Shn-ki e is minerial Kxau<z of agvlvo;at: uatn:sft and columc. Best application: Vertical and overhead applications where vurtuatly tow Star nkuge of repai£ material is reguH,ell: column entarzemeuts. Material requirements: Gap -graded aggrartate 140- 56rk t;uid ratio:. pampable _rout, sclf-bonding port - land Cement or resin-bwseli hinder. Ogle inch (25 uznl) or t:ESQF il't,lfe'vatC IN piCUTIV u-scd in cmentmou, apphcatnms.. Reference: AC: t :*i.}4.1 R. " (,ethic f+'+rthe i ~r OfPTuplaccd Agrreeate Concrete for Structural and Lixss C oncra.c AppHcations.- GUIDE FOR SELECTING A?PUCAPON NETHOOS FOR THE REPAIR OF CONCRETE SURFACES ©3731-5 WEATHER WALL SPECIFICATION ATTACH 20 TOP LEDGER TO CONCRETE WITH (1) 1/4'Ox1-1/2' MIN. EMBEDMENT TITEN CONCRETE SCREWS ® 32" O.C. 2X4 WOOD STUDS ® 16" ON CENTER TOE NAILED TO EACH LEDGER WITH (2) 10-d NAILS UNFINISHED INTERIOR WALL 6 MIL PLASTIC WRAP OVER 1/2' CDX PLYWOOD. TAPE ALL SEAM JOINTS IN 6 MIL PLASTIC WRAP 20 WOQQ ATTAC p TO SLAB WITH 1 40z1-1 2 MIN. EMBEDMENT THEN CONCRETE SCREWS ® 32' O.C. FIN, FLOOR CONT. CAULK BEAD ALONG BOTTOM TYP. STANDARD FLOOR WEATHER WALL snu xu 2X4 WOQ9 ATTAC P TO SLAB WNH 1 4 0x1-1 2 MIN. EMBEDMENT TREK CONCRETE SCREWS ® 32' D.C. -TYP. TOP AND BOTTOM 1/2" COX PLY -WOOD ATTX FRAMING W/ #10 WD. SCRI O.C. AT FIELD AND 6' O.C. OPTIONAL ATTACHMENT FOR PLY -WOOD ATTACHED TO Ff 10-d NAILS AT 12" O.C. Al O.C. AT EDGES 6 MIL PLASTIC OVE COX PLYWOOD TAPI GENERAL NOTES; 2x4 TOP LEDGER i ALL 2X4 STUDS, SILL PLATES, AND PLANKING TO BE SOUTHERN YELLOW PINE, GRADE 2. DIMENSIONS SHOWN PROVIDED AS A GUIDE TO CONTRACTOR. ACTUAL FIELD CONDITIONS AND LOCATION MAY VARY. INSTALL ALL WEATHER WALLS MIN. 24" FROM THE AREA OF REPAIR. 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. 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. 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. HED TO VS AT 12' WALL STUD PER PLAN AT EDGES 1/2' COX LAMING W/ FIELD AND 6' N R ALL SEAMS 2X4 BOT. LEDGER CONT. CAULK BEAD ALONG DBL STUD BOTTOM AT EACH END STANDARD WALL ELEVATION ECT VERTICAL 2x6 ATTACH 2x4 TOP LEDGER INCREASE SCREW NAIL PATTERN TOCH STUD WITH (3) 6' O.C. FIELD A D 3° O.C. EDGES" WO SCREWS TO CONCRETE WITH SIMPSON 1/4"Oxl-1/2" MIN. EMBEDMENT FOR PLYWOOD ATTACHMENT BEEN CONCRETE SCREWS ® 32" O.C. MAX. CT DIAGONAL BRACE 2x4 WOOD STUDS ® 16' O.C. ADD HORIZONTAL 2x6 ATTACH TO S6 WITH ATTACHED TO EACH LEDGER WITH (2) 16d TOE NAILS WI�FI L4x4B4x16 GA ANGLE AND4x16 L4) �10x1 WD SCREWS EACH LEG GA ANGLE AND 10x1" WD. SCREWS INTO EACH LEG UNFINISHED INTERIOR WALL Z. 6 MIL PLASTIC WRAP OVER 1/2° LONNE DIAGONAL BRACE ' O.C. -TIP. CDX PLYWOOD. TAPE ALL SEAM JOINTS ADD ADDTIONAL CONNECTOR IN 6 MIL. PL1271C WRAP TOP & BOT TO EACH STUD4 4y4x16 CA ANGLE ANDONNECT 4 g10x1° WO SCREWS EACH LEGO DIAGONAL BRACE 2X4 WOODA ACHED TQ SLAB WITHSIMI LEDGER WITH I/4 0%ld2 MIN. EIBEDMENT 4x4x4xl6 GA. ANGLE AND TITEN CONCCCCBETE SCARL S ® 32 O.C. MAX.(6) #10x1° WD. SCREWS INTO EACH LEG FlN, FLOOR CONT. CAULK BEAD ALONG CONT. CAULK BEAD ALONG TIP. STANDARD BOTTOM BOTTOM, TOP, AND SIDES MIN. swu xrs HURRICANE PREP. FOR SIMPSONOD `4F,P%ER } MIN. TO SLAB 2 STANDARD WEATHER WALL TITEN CON FEET SCREWS ® 16' O.C. MA nu F. KM 2x4 wOQQ ATTACN�Q TO SLAB WITH 1 4 0x1-1 2 MIN. EMBEDMENT ➢TEN ONCRETE SCREWS 0 32" O.C. MAX -TYP. TOP AND BOTTOM 1/2' COX PLY -WOOD ATTAI FRAMING STUDS AND LEDGE WD. SCREWS AT 12" O.C. �i 6° O.C. AT EDGES OPTIONAL ATTACHMENT FOR PLY -WOOD ATTACHED TO A 10-d NAILS AT 12" O.C. A: O.C. AT EDGES 6 MIL PLASTIC OVE COX PLYWOOD TAP 2x4 TOP LEDGER ;NED TO RS W/ #10 WALL STUD PER PLAN T FIELD AND 1/2' COX Fo WMING W/ o FIELD AND 6" SUPPLY C AROUND Pi 71 R PROTECTION ALL SEAMS 2x4 BOT. LEDGER) CONT. CAULK BEAD ALONG J DBL STUD BOTTOM AT EACH END -TYP. STANDARD WEATHERWALL ELEVATION NOTE BUILT AT DOOR THRESHOLD 'ET PADDING (METER FOR T.. u ALL 214 s 26 MO. SRL MTES. MD ftV OTO¢ SWTM PITS .. E T.. OMENsms IME ILCATI@IS L ...E .I S.N. I.V10EO As A ONBE TO ..TON. 4FOlO CONBITIOM M9 UN TIM MY V t VOOLO 6VHR . TIE LK�JIQF�S�PTTA K I'�. ON HMIs L OISTNL IM VEATETI W`MS MIX 3' . TIE Md O< IS . 'm HURRICANE PREP. WEATHER WALL C s m ENGINEERING .I . * 'A STATEOF _lL�� OR DBL 2x4 SHORE FOR SUPPORT -TYP. MIN. WOOD BASE SLAB PROTECTION OR DBL 2x4 SHORE FOR SUPPORT -TYP MIN. WOOD 845E SLAB PROTECTION Ct1TYP_ ICA, SHORING SECTION FOR BALCONY REPAIR AREA (P LE V. nco H9R8 RD cwTtlLuoeors wo mxnx.n vRvuc Ro aoeR oxmwxtl w a IOIrs®N m rm mums 415EK WLIY mqf 61G1 doxm OE ®16 YE 9fIK 9ML H tl 1TYWQ tlN M IY4 B1tlIE tlA Pl1®5 MR 9Ml a NKiO N RCIII. W4 M mtlW3 R.e.Yx N M m9U[Nlu'610tl ROm ONFS9.[SIRi/M 16Itl Nl¢UIl CONTRACTOR SHALL PROVIDE ADEQUATE SIORINQ FOR ALL ROOTS CONCRETE DEC( PRIOR TO ANY CONCREM REPAIR WORK. THIS SIORWQ PLAN 18 DESIGNED FOR BALCONY CONCRETE 81 AB9 AID BEAM O1lY. POST SHORE LOCATION FROM FLOOR TO FLOOR MUST BE SPA( WITH -IN A MAX. 12' TOLERANCE FROM EITHER DIRECTION. LEGEND SUPPORT ELEMENTS SHORING BEAM - ALUMINUM OR xuti TIMBER PER PLANS ADJUSTABLE ROUND O OR SQUARE EWS OR UNIVERSAL JACK SHORE 4�T AREA TYPICAL BALCONY SHORING DETAILS 1-wj 0 II l-0 \ �4M C5M' OR DOL 2Xa ENGINEERING MARINE POST SHORE FOR CSENGINEERING, LLC M BEAM SUPPORT-TYP. 2091 se 2x12 MIN. WOOD RASE FOR SLAB PROTECTION 4x4 OR DBL 2x4 .00mw� AI POST SHORE FOR BEAM SUPPORT -TYP. 2x12 MIN WOOD BASE FOR SLAB PROTECTION Noa ° mwmrs xme 1. BGYxTA6 Aa IIN Gwmnm a nms vRvxB+c IeFNBo ACAS 3. !IlMTABE IViT 9x13 IIX VPMIIY YF S.OW Uli 1 B➢AN IAG 9WL ff WIIPRP3T 90d� K NMM m 0.GIRx5. x. OETKS NF 9CT�NC TSGA01 MEG NE 11RfK fOP GIANT Ox 11WU RGt RPAus No. 76010 ' STATEOF f(w: FfOR10P,i G\2: TONAL 1�?•�• owes. wmrry w wrz TYPICAL BALCONY SHORING DETAILS C5M AREA ENGINEERING CBM ENGINEENIND. LLC AREA STAGING REPAIR AREAS No. 76910 STATE OF 6u0.1S � MOfl� A Grt ISLAND DUNES OCEANSIDE I KEY: 1.2.3.4 1-AMOUNT OF DAMAGE CRACKS = LINEAR 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 = CRACK S = SPALL 4 - HEIGHT OF DAMAGE (COLUMN AND WALL ONLY) M = MIDDLE B = BOTTOM EXAMPLE: -5-6� 5 CUBIC FEET - COLUMN - SPALL - MIDDLE 10-0-C = 10 UNFAIR FEET - OVERHEAD DECK - CRACK 8-W-S-M = 8 CUBIC FEET - WALL - SPALL - MIDDLE STRUCTURAL INSPECTION DECK SPALL = OVERHEAD SPALL = CRACK = ESTIMATED DAMAGE CATEGORY ' DAMAGE COLUMN SPALL 8CF COLUMN CRACK OLF DECK SPALL 159SF DECK CRACK OLF OVERHEAD SPALL 313SF OVERHEAD CRACK OLF EDGE SPALL 1 310SF WALL SPALL OSF POSSIBLE DOOR OUT 40EA POSSIBLE WINDOW OUT 201 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD' SMITE IA STUART, FLORIDA 34996 772'220'460I W W W.CSM-E.NE! CERTIFICATE OFAUTHORIZATIOM 29057 . I.R. K. ErVAE34Y P{YIM1E MAEl IN. 4x.p ' pp OwN NIMXM1 16NR. wuY %AVS WU W4 . M Mr 10 OR avRgNm. D. mwm. w strum m un 1.0 Pum w un mwl OR Wl l mulwxw vipml msl mmwa M Dmas.wnp PEwami aD OnRsl ar csv ¢ul¢wc, uc 11w DLNM. M 2R. W LWR WAOLim nF41R sS,x ,9PNIl! C! igi®"Wl SFIML 6 tPY@M1 V LL FIdP[bC.11[ ww¢xormaum.w waT rowvm rmwr wm wwPn Y�MNI M �Id IUIIVJ ttl16 dl b]kAx6.11L. (y ¢Y.adLBX4. ¢E [W19ilT.11 w DmExsws swu R rcxPrD w M rtm er mE v Mna. nu (pIM[Id 6 MYWSgE !M M bl.'N1wld w Ml DNp5tli5. ILL ffN6 YiDGIm RTNI 10 flSYll' 0.M wsrnm e.: pwam owurl Dwwl el: Wlr ma _: www.: wuull SWL Pq,ER I. 11111I1111//// A. DARE o EN No. 76910 �� '• STATE OF • L(/� ; s 0NAL CIUALES A DAADEN JR DATE 0.0IDr NfE1FI.ID N}ymWEwiRA M 1NiY slam wc. wrtn T KEY GENERAL NOTES 90% TILE DELAMINATION ON ALL CATWALKS. APPROXIMATELY 5-10 YEARS LEFT OF CATWALK TILE LIFE. KNEEWALL WATWALKS - 75% DELAMINATION OF STUCCO CAP. NON STRUCTURAL, WILL BE REPAIRED ON A CASE BY CASE BASIS. STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, R. 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC ZOB 1 6E OCEAN BOULEVARD • SUITE IA STUART, FLORIDA 34996 'J72-220-4601 W W W.CBM-E.NET CERTIFICATE OF AUTHORIZATION: 2905./ u[ DWwml DI RUM141 atsm[s wsAm muXox w mvmun 4 oMra wavwrc Rtxrs nEsr wxs.wo wxims u� xm io R Rrmoum, awtm mv¢o. w aswxm ro aw nw vunr w un mxu a uwNx wursmm wnwrt rw owww4 iR uvRn wenm RwvmR� mo wacw a a mtxmwc. uc ne oonxma, w[ muc uD omars xumw m xoa u w e6iA1R1. 6 PtlI[SIDWl m.H[ 6 ReINPR 6 dl CN�G ILL MD 6 X01 m & 1llA q wSIE ON M PNI itli NM 011CV flpR[I nMM ME Fillp Ylli GLMry f t5u gtWQPWE. LLC tw mtuvaw. uc wvwwr uMe re mo-ruua swumwx.mxnE munnE mnwuce rm wnvxrw rs wsswwE ra n< marurul a ui mmuo¢ .u, rurs iwuRo vmuW w nsTir rors R.0 s: tXwa ovax awx ec wxr cars Daam D: aw.ays o+� v'R[. xrs rnaFt I. No. 76910 —_ --a ' �0, •, STATE OF '.,F'40RID P.•' G,N� At- CNARIFS A DANDEN JR DATE um. xm¢axm vmmmXR vw.o-m w. rww vm xu¢ F NOTES - --- ----4- EP- �_--__ 1 UNIT._1 ❑2 _ --11 COLUMN SPPll • 00 EAU! �� 00 AILL \ UNITI S_T_❑ RAGOM CRACK DO ES DO WERHFM CROCK = 00 COLUMN SPALL = 00 EDGE SPALL . 06 I COLUMN CRACK . 00 WALL SPALL = 00 DECK SPALL ^ 00 POSSIBLE DOOR = 00 DECK CRACK . OO POSSIBLE W9ryppp . DO OVERHEAD SPALl = OS PII0101E RUST = OO OdEAHFAO CRICK . 00 EOOE SPAIL - 04 WALL SPALL = DO POSSIRIE DOOR . 00 MOLE RUSE = 00 'I I III ;..�it -..... .............I -- .......-. j I i STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN OR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2091 9E OCEAN BOULEVARD • SUITE lA STUART, FLORIDA 34996 '/�2.220-4601 www.CSM-E.N[T CERTIFICATE OF AUTHORIZATION: 29[Is'/ ,M( fWxfp MEABI fAFAR4t AESfFRS M/1CA wuYyl Ipn t6NAg1! eN0 wNA aLRAn MCx15. M(Y Y.w.'S u:U IXu',mWS xR Iql la 8 Roxwucw. wawa mRo. w amcX(n to urc IwAo voAm x urc mw w Vu:Yx vM1RwKV 6xWt rmt wuruc ne nafss xxmx Rnxsori wo meat w ax amRac. uc na omxal. xE vu.,w wnors.uYsoulm N� u w mtwxmu w ms¢mw Yxv. rs na=wn w a awewc. � uw rs xor to Y um, x.wi w n vm rw an mm maEa Vul WI Mf VAitla mXmuxw w EY ExaRPw4 YC. W (wwfFWW. LLC mVlGwt w016 mJMR016 M19V�FR t{sW M Wnu,W 6 ML V:pSP�M .Yl2VR V@Gtw Rxlq IO E]YII' R015 [�4xm BI: (IYq(6 WRX IWImMS LRPO T. OW6 tYWM SC•I[ M 1Po(Lt 1 F � — No. 7fi910 �� '• STATE OF CH4ALES A OAADEN JR 0.41E nww Ymmw Rarm6nv awux SxEEI xwE', wRt l: 102 4 - - Q .. - -. Ji L j I j I a ............ ..........__.......�................-...-. I i UNITI_� O3 ___ UNITISTORAGE COLUMN SPALL = 00 ...... .' I COLUMN VALL "-"'" 00 j""'-" 00 R COLUMN CRACK Y 00 DECK MSP = 00 DECK SPAIL y 00 . DELI( CRACK ED --� I-DMCRMX—q DO OVERHEAD SPALL = 00 OVERHEAD STALL 00 OVERHEAD CRACK = 00 OVERHEAD; CRACK_. $ DO EDGE SPALL = 06 _—..-___+ (-EDGE SPA{L..—_."= 10 WALL SPALL - 00 ' WALL SPP1L i 00 POSSIBLE DODR - 00 ___ POSSIBLE; DOOR b 00 l__—__ PINHOLE RUSE - DO -PINHOLE-RUST W ! Ii , :I � f— I� I � I II I I.......__........ STRUCTURAL INSPECTION ISLAND DUNES OCEiWSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 209I 9E OCEAN BOULEVARD - 9111TE IA STUART, FLORIDA 3499fi •IT2-22D-4fiD1 W W W.CSM•E.NET CERTIFlCATE GF AIJTHCRIZATICN: 2905� Al fMXml NF(BY D➢34Il1 xf4RhS 16/,YA WwGI W aPWlll uu omcv vmvvxrc wcxrs. M6F w.ws ao wvwcs ws xm to m ftvwWUEm. uv+cso EW<E, W usum to un nEE vunr w xm f4w� Q Wx:Fp YNIflflFp exp11 lRI m14mxE M NAR •9IRx rvw.ra avo Wxsmr a rn mE•urs.c. uE. � aaumlr. ra cox uD omwrs wmwaLLm xmm..s xv eamwvn a vvasssExx tmnEc. rs nwvmn a rn Ox�xswwc. uc uAw xol m az usm. x xw,L aw w vnl saw wn omsv v,roim MWI M xk11E4 WI:gEU1GN Of LSu MDutFPwE, LIL. L•L pDDD1:4. LLC LwAiO sA16 wE Wxnwxs sxw a rcnirco x ra mo er ms Ewnv.Emv. n¢ Eoxw.Elm a assEx� my ms ovmwlm a.0 m:wmona xl sWa vomm www m u'wr Hors ocean a+: Exw,a vEau axry w: W wrzx nwa o•mx swe xrs rtaxEl 1. ``LL�11111111/!// RFC, ,. �S•.:... `� .• ViGENSF •.•� � No.76910 DID REPAIR (�1 mom CONNECTORS �.6. .............. ❑,�=� II l l UNIT: LOBBY UNIT' LS(BBY MIEN SPNL W COUSIN SP.IL . W COLUMN CRACK - 00 COLUMN CRACK - 00 \\ DECK SPNL - 00 DECK SPALL RU CRACK . 00 DECK CRACK OMUD SPALL - 13 OJE&W SPALL . 00 j UATOIEAD CRADK - DO OsSPoIFAD CRACK - 00 \ EDGE SPALL = 77 W) SPALL y72 WAGE SPNL 00 WALL SRAIL POSRBLL DOOR - W POSSIBLE DOOR - 00 PNNOLE RUST - 00 PINHOLE RUST . 00 l \ STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34951 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN Gs LLC 2001 9E OCEAN BOULEVARD - 9ORE 1 A STUART, FLORIDA 34996 ��2.220.4fi01 W W W.CSM-E.NET CERTIFICATE OF ALITHORIZATON: 29CI5•A a[ [wxOx router [vwusr xoam wsrxx win0n un mvmexe olwn vmvsvrr wxrs � wms wo ue.ws aw wr ro es uw Rvwou4a. awem mwsa ax rsvoxsa to urc rmvo vwn x wr mR, w wvurcx mrmu mwin Ivss mlwwc wE mass xm,a w>svon wo mxsol rc csx o,w�it uc. m¢ oomwN. a[ muc aw owrs wa�srm xuw, w w wsmwml w vxa[tww mw[L is vemmn ov m a3Nww, ue um rs wr to as osm IT ME ax w vwr ru urc mxu vxaur oa ,w mina wasNunm u rsu au�aauw. lu m uouaw, uc mnmon mo,a .us wwrewaffwx�m wsoxi m�w`:,w ra aLwm unM .0 sins enwm rum, ro mfl,r hors orxmu e+.. owla oama mw mw ceam ar, auca o.wsx vn[: xrs rmur l A. D ♦♦.♦ ��g FRS. GENS � � PQ'`•. ` V • � No.76910 �� •, STATE OF � • i(/4i� CNARLES A GARDEN JR DATE Homo xswlam aa¢mw acmisn w. reaio r¢n we w[R I. LOBBY INSPECTI[iN ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERING, LLC 2081 9E OCEAN BOIILEVA0.D - SUITE IA $TDART, FLORIDA 3499fi �'/2-22O.4fi[II www.CSM-E.NET CERTIFICATE [IF AGTRLIRIZATION: 2905•] M[ UGx[w iEPEBY wfIES4V PI9M$ x5/HP p]w} UY L[MNiX! 4N OII4X VIMSAM1 16XR IIB qM'S WO WTVY45 AY Mt 10 & R%OY.VL[D. UWILE4 M. W 6LGEa IO W! IxAO ]iYIY RW1 W ewlyN£P lvrsl wlomiW IK FNId4 eRNEX VivMA FlXON RO,SSw /.vU fONYXI R (L UtMF[&Y., LLC. ME � ND aaws.wRNA.4a gym.. R W .mwm�t er Rms4ox4 ssv. ¢ Rnwn rc Iv wxxwc u< um a xat m a u�. x nn[ w x vxn my v.+aam Rm¢n YNM M.i11M NMMWNX 6191 pm.6�L. LLG sv wmxww. ua saanoa orals NL NUEXL016 SXYI & 1RXR0 W IK i40 BY ME CkIWtICF. 1Y{ CpMLL�[F 6 fQS{RY59[ fOfl ME RgAWigX 4f 4l [apyM. uL x4Es.mu�m vumw �o E]TN' ears owsu m awus Nwm ww m: imr mYs Daum m: aanw wm� swc ms vxaiRt 1. AAAA/ `\\\\11111 A•' �qR� .`��\ vas• � �.• �\GENSF'. FjL i No.76910 —_ iAQ '•. STATE OF • �(/� ; CHARLLS A DPRDFN JR � OniE nem. �rz� ws®ow xwaN w. mia xm xwe. snm K 108 S T — --- I II ........ ... ... +� _l '..—.- --, -- -- it r t ! -- _ UNI I .— - --RAG E-- UNIT;_1 OS --- i' _�.... _� COLWN ' DO COLUMN SPALL = 00 COLUMN CRACK---00 COLUMN CRACK = OD J — — O�CK SPALL ( = W DECK SPALL = 00 DECK CRACK = 00 DECK CRACK = 00 0 OUIEND-SPALL--'=-00 j� OVERHEAD SPUL OVENEJD CRACK( 00 • 00 EDGE SPALLOS ___. 0lGE SPA CROL7( _ 00 EDGE SPALL = 02 WALL KE DOOR_._Do I— WALL BUESPALLD = 00 { PINHOL E DOOR . 00 POSSIBLE DOOR = 00 PINHOLE RV5f flNNOLL RUSE = 00 I II _ (I �--10 I, t I l __LL_ j -------- STRUCTURAL STRLJCTLJRAL INSPECTION ISLAND DUNES OCEAWSIDE I 8880 S OCEAN DR BEACH, R J4951 SM ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERINGI LLC 2081 9E []LEAN 90[ILEVARO' SUITE IA E1TEIwRT, FLORIDA 3499fi �•P2-22O-4fiC1 www.C3M'E.NE[ CERTIFICATE OF ALTMORIZATIDN: 2903•P W[ [,xrXnv uv[er waasni XmmEs xis/ftv a,rax ux ouaxca uro anw wuwrc acXrs 11� Wars wo wvucs Aa xa ,a a d3WMfw 1 A0. f9V[0. W aSSltllw 10 Ntt MPL G4AY W MIY 0T, W YWMP WIy1flG •IAnIR Rgl m1IPYK 11( EIPiSS'•Wllp v[w•sm wo axaa u cw w[W¢ArtA uE. rm 000.ur, n¢ tea. xW Dews evvarolm am1 as w .Sm.cW� u Wer[mwu swret a aovwv a au o4amic uc n5WINH ViLLInPgE OlN V4114IX AW 0Yp NN1lLI Wm� TIE vxmw xnxoazHW, a m nvmmc. uc 49, p41EiRIC LLL ftRAWII CA16 ALL OYIF)6Y5 SX4L Bf VEAiiE01X ME 121U fil TIE WnMSIw, TIE (prRLLipl R MS0.W59E Nt M KMO,ultlx 6 4L Pup544. ILL ffNkS MGIw ftWPo 10 E3t1i ROR fQMD Bf. 01N6 V1m. 1 V Bf. Wn r66 OYL,ID B,: PPs6 oXm, ease xR woad No.76910 • Q '• STATE OF : L(/� CENRLES A OAAOEN JR DALE nuns amnia v v,wax ,a rzsio sxm we wm A 109 .i I=41- JENSEN L 1..1 !! i _ OID REPNROR OUT (2DOworse)! .RFD MOCK OUf UNITI? O9 ___ IUNITI=DRAG-E_�1COLUMN SPAL = 00 CDWNN CRACK = 00 COLUMN CRAACK = 00DECKWAL DO ! DECK SPA1Li = DO!DECK CRACK 00 DECK CRICK = ODWERHFAD STALL = 00 OVERHEAD SPAL - 00 OMWA CROCK = 00 OVERHEAD CRACK - 00EDGE SPAL = 00 � EDGE SPAL = 30 WALL STALL = 00 1 i WILL SPAS = 00POSSIBLE DOOR = 02 POSSIBUEDOOR = OOPINHOLE RUST = 00 PDMUE RUST - 00 ...... ......... ...._._._ ( ❑ DOOR DUE WINDOW OUT IIE DOMANATION IODS TKE DELAMINATION UNIT. 20 1 COLUMN SPALL = DO Comm CRACK = OD DECK SPALL = 04 DECK CRACK = DO OVERHEAD SPALL - 66 OVERHEAD CRACK = 00 EDGE SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 04 PKHOU: RUST = DO 905 TILE DETANINARON I I , 1 _ DOOR DUE 10% UNIT, 202 COLUMN SPALL = DO COLUMN CRACK = OD DECK SPALL = DO DECK CRACK = DO OVERHEAD SPALL = 11 tlkRREND CRACK = DO EDGE SPALL = 19 WALL SPALL = 00 POSSIBLE DODR = 02 PINHOLE RUST = DO m'01 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 c:sm ENGINEERING CIVIL . STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - BNITE 1 A STUART, FLORIDA 34996 772-220.4601 W W W.CSM-E.NRT CERTIFICATE OF AUTHORIZATION: 2905? K DROU WAT pP4$SLf C. NS/rIG fOYW, W W:Ag1! eD DnSv wrewr wcers. arx axs aD cer.Ycs =e w1 ra eE Drmum. cvucm. cmm, w ascnn ro un �ro vmn w wr roDr p ,Yxia� ew.rsRxw n,uwr msr aawiwc na rnass.a,RY ttw®w um anOr v or wmDmR, uc zM'YD rsYrvoi ro ew[�Ys w mwu av w".. un on¢v°�vevE�i' � Ynuw, nE Yw� AmuDurm rc ou ua¢ewe, uc m DvuAre. uc mrmem RD,e A. DARO No. 76910 �-10 �z i�0 STATE OF �� ZORID Sj /0NAt //11111 t AlA CHARLE9 A CARDEN A DATE I 201-202 J 11 f i.1 I✓% DOOR OUT r ' / nxm wlNomv our r ' A, `'� DEWRNATION SOX TILE DEtAMINATION i ROA iIIFTI ORMUNATION i (i II UNIT:_2❑3 UNIT: _2❑4___ COLUMN SPALL = W I I COLUMN SPAll - 00 COLUMN CRACK - 00 ! COUMN CRACK - 00 BECK SPML = 00 BECK SPAL - 10 DECK CRACK - 00 DECK CRIfM( = 00 OVERHEAD SPPi1 = W OVERHEAD SPAL - 00 l EOOP�FAHFAD CRACK E SPALL a GO OS CVWEDGE PNLAD �K - 00 WALL SPALL 00 WPll SPPLL = 00 POSSIBLE DOOR = 02 POSSIBLE DOOR - 00 j POOIE RUST = 00 POOIE RUST = 00 I' S.__ z;-,' i--- -i- STRLJCTCRAL INSPECTION • ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERIN Gr LLG 2OBI BE OCEAN BOULEVARD- 9111TE IA STUART, FLORIDA 3499fi ��2.220�4601 www.CSM�E.rvET CERTIFICATE CF AUTN00.12ATICN: 29[15./ ML [nGxQa NiRBY pWESAY afYMLi 16/afF 60YNNW [�! uw aMw vmrtan lairs. MESE Iwrs um W.I. w[ xm to a PFRq.1' [m. LMAN4[P L6W0. M wLLI.ID r0 wY Mao PA4n w wr rau a wNu wulwnw Nnml rse omumixc 14 Lrvms vane RF ST N0 CGYxr V (SY CINLFIMC. LLC M¢ T. M wus ww ®ars eLRea+lm � w w MtANX! f(116FS"/w 4R6L 6 nYFPR 6 f9l wGAtL fill[ ums wl to Yl�wNwLaw P4a wr wxEa vr>ual Maul M •amw ar ax Lxcxaaixc. uL. m'r»�unL« CY [x4agEWN4 LLC NPIaGP 6$016 MI RG4F59WLRNR6NMIFIY afMO�nY[IR M [Mnu1:IW E RTTw58E IR M 0.WM,I01 Q NL W054vi yl 4YL6 Y1LfAIm PEa1W ry 6]YII' PNR R96Np B,, wut6 ry.@Ex OPvm BY: IMY pMxS b0}0A OW64'Rmv aY �, A. DgRp \ ��"•' ENSF'. _ No.76910 —_ i�Q •, STATE OF � • 1(/� CiNRlFS A DARDFN JR OnIE Holm+ RcrslPao PuvALau vrsuu SX[R XWF'. MfI R 203-204 INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERIN GI LLC 2091 9E OCEAN BOULEVARD - 9111TE 1 A STUART, FLOFIbA 3499fi P�2-220-4601 W W W.CSM-E.Nei CERTIFICATE OF AUTHORIZATION; 2906� MµE FKI::fd XERfl FlA1SYY AEYAIfS MS/xw LOu:CI1 Wl LdRiO)11 0 OMA FAWFAIY AYN2 IxEY 0.4K N�WUEe WE N a µp Iql RVRYYL@ L:WRf4 f6Nf4 W 65XNm ro µY IxAp V4flY w MIY fC& OP 4YYRP DM11EwWVt DpIg41Y61 miNYHG IIE bF$SS YRIIG aaDmox w GXRpI tl CY dL1:EFPW6. 11L 46 Y%IbR. Mf [!K MO R9T5 Df�ti) X[@A C YI A61MW! K KtlF$4YX 9NfE R IMYWM1 Q O: 4NQAG. LLC mm6 xpl ip B[ VY0. w nqL p4 �MµY (pl µY pnCi WMtI M MF Dw4p 4:::wUAA" R FxcuQAUS. LLf. f91 fNEW[fRW LL<(pRq]x Dlpl6 MI YYrb]39WL H.WId x➢E 1pp eYM WxPM[( M 6XINCiW 6 R9UIDE ICn M 0}9vxR� 6 wL IMp596 w rua vxulm anrx to eanr Hors mwNn ro wva ouux ow.x ar: Nxr wxs Rmmar owD wax scu. xrs vmLn A NG.76910 =_ • �Q •• STATE OF � ((7�� SS � ��• NAI. DIARIES A DARDFN JR DATE naAa wcmmm P:mlrssmru oR.um �N 205-206 CRICKED AND PDPPED To AT mD RFPOA � '.t lY�:,r,.. r`t� IYE POPPED 2n RUE DOPLINA qN ; 60I T0E DEUYINAIKN `�, II �i DU NIRE ADN„ II / I UNITI_2o5_-- I'� UNIT:_2o6_-- 7 74E 0E1.01P11\ COIDNN SPNL v W ' COLW SPALL v 00 V MILAN CRACK v 00 DC URN CRACK v 00 - DECK CRACK v N 1 DECK SPNL • 00 / DECK CRACK . DO 1 DECK CRACKTALL v 00 OVEAI W SPALL = N DORM SPALL v 02 OVERHEAD CRACK C0 DYEANFAD CRICK . OD EDIT SPNL 35 EME SPAOL • 22 WALL SPALL . 0D RAIL SPALL v 00 POSSOIE DOOR 00 ( POSS®IE DOOR v 00 .. PII0101E RUST = 00 PINIKRE RASE = 00 �. _� 9g T .. I ��,_ _........... .... .:: STRUCTURAL STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 SE OCEAN BOEILEVARO - SUITE IA STUART, FLORIOA 34996 772.220.4601 W W W.CSM-E.NET CERTIFICATE ❑FAUTHORIZATION: 29057 ME EWWO Nwbl W#SSr I�FAS wSMG ICwM Us ONa'.w um oI� dwENn laws. I� Hors rxo wuvuas cR MI ro az wmowxm, swam. w so. w usNarn m urc Iwee aam w arr nPY d 1WiNP YW.RY\G wM1Yl MSI d1awINL M f dS5 xWlid nWINII /M IdHNI K LSY O�EPN.. wG � omrexr. M vw. uo EL9d6 waa�wwv «�. u u. "IS Wl d 6wr6sn Z I dmrnn d O vaMRT uc rnouNnrmdem.w waudwr+6r mN UA OMA rmvml IiM]UI M xFTlp WI,XAUIM Cr LSY maLEFWG LLL. L9, flld�'X. LLL ��J a0�6 Al eWEN le SINLL H VFPYLO N Na Rm HI NIE tlFIPILM. IN[ UNIdCRN IS M50.W59L RA M..N w NL WfNyMS w uAa vmlm vwnw ro esvlr Hers IX56X[e 9f. Mi96 dtlPA' W W 9!'. RYr fipXS 6NFdm fiY:. pM%R WILpi smE xrs Imm I EN U vP No.76910 i~Q '•, STATE OF t�LD s, ... .. ECG �. CWLES A DARDEN A LURE ndw Nmrsrzem rNORmoNu oawun m. retie vet ww mI: 207-208 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN GI LLD 2091 9E OCEIW BOULEVARD •SMITE lA STUART, FLORIDA 3499fi ��z•zzo•afio 1 www.C9 M�E.rv[T CEREIFICATE OF ANTHC0.IZATICN: 29OST MF FI4Xfq I{R9Y kLR$4Y PLSEIMS I6Mx (O:Mx Wl IWxNrt Yq OMW INW[xn MWR. 1XEY 0.U5 Axx MunWS NE MI 10 H aswWucm. cxauM cWm, a asscXm so un Mm vm w urc mvu w IwAwn emm[xx enas r�s mrawl:L I:E EMxss mslu ✓a a5f4 MY CMSExI6lL WRIbS, llL. Mb WVO:I M[WS, xO Lf9M upgVulm:�'1. 1tw wneuumr as waxsmw sEMLC ¢ r wmr oL a:: oulnsa t uc �5XOrrvBE xSm WNKKE ONW iM fffl 4rt OMFP YA. lIX1 WI INE •Al11rX WIKtl]p1iM W LSY fXLiKmME. LL4 lL FIBEFRN:. LLL CMWII d016 PL omr:m5 swx m xsxnm M Mf mu m n< mxMelW. Ms LWnuLlax 5 xsmnsNe rW ar LUWuurax a xi nxmsme yL SW6 uT�lm Rflw N LSYII' fl015 osxNm e,.. awus wwEx ow.x m: wn mxs W(CXm w uwaa umm sum xrs vwEa T. \\`\\\1111111AAII,' D �c ER�F�L � •'vP rJ�. No.76910 —_ =SIC: qF :*_ �'l/S! .. ❑I 1..� � I t �i ODOR OUT DOOR OIIT G'nxED WINDOW OUT R%m MNDDW OUf�t,l 1� f..l ? (D09 OWAAGE1 IR OIJT_ `1 DOOR OUT - � ? . - wx IiiE DBAURunDN j t- UNIT: _2❑9--- ... COLUO SPALL - 00 .... COLUMN CRACK = W DECK SPALL - 15 DECK CRACK = 00 .. --'... OVERIM SPALL = 00 - tlhRHEAD CRICK - DO J l i.� EDGE SPALL 05 =02 ............. UNIT'-------- '...... . WALL SPALL 2 1 ❑ L. PNlac RUST = 00 4' �+ 11 _ v aJ DECK SPALL CRACK m 00 t T DECK sPAJ1 = 00 DECK CRICK = 00 OVUdW SPALL = 09 �t WERIIFAD CRACK = 00 Y 1?. EDGE SPALL m 16 `; WALL SPALL ^ 00 \I,I POSSIBLE DOOR 00 PINHOLE RUST m 00 I P. I'j=T�, ,f�-- j �{41 1- iSTATE OF �i �{,i�i - - - --- - -------- - -------- - , r L� I I 0 STRLJ CTU RAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 Csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 20B1 9E OCEAN BOULEVARD 9YITE IA STUART, FLORIDA 3499fi 772-22C-4fi01 Www.C9M-E.ry ET CERTIFICATE OF AUTHORIZATION: 29057 M[ MJX¢x XERFI ¢FQSY! Pf5F1liS MS/XEx t0uW1 W taRglt um onux Pmvurc aoxrs ma[ xurs µo arwuws m+ xm m a PL4Fb0[@ CWMi4 (ORO, W .If%IQ➢ IO Ln MIM19 vMM w IRA mlx a uwlu wwrsxm xiwul rxs� oPmlXc NE nPass xmlax vca.sax ulo rnnssm a au pGiRlxlG uc. nw oacwpr, na ie¢s xo asas vaaaa ao x�, a ul xslmxon a Pm'FS5aN4 9M1[L u PLLiRPn a cvl ouxnaw uc uo a MI ro e[ ussLL x wp[ w x PMI ra rm onu vRum IMJI LIE xIIILY WIId1WM D @I DDIIx1L. LLC all namwc. uc Iwuxl amlo 4L x9916 9WL S qam x M 1O0 W M 0P0.�[100. 11[ NIINLRY 6 R9FIDE ItP M LIRCMNv a NL V W�IDIS ML YN6 ifl/Iro PWIW N as111' RYR ov m m. awa wmx ow•n eI: mx mrs C.I. ar. waax � PPOEa A A.. DgRO � No.76910 =_ STATE OF • ��` F<ORIDP. •�G\�� DIARIES A DARDEN JR DALE holm. ttm+¢m vxatsnuvi Dr>aa w. mv�a saes l: 301—J02 Q_f}_ OfiO C7 Y ry1 DOOR OUT it.�✓%l° �, Fl%RI WNDOW OUT ! /I-�- i..- ,. f �—ff �4: -t-cry- .�.. DOOR our ! I SOR DIE DEW1RLAnON JDK nLEIpRAMINATXJN !; -..I! DOORS A20 WINDOW 011r !I OLlE TO 20 DAMAGE " UNIT;_3O2 COLUMN SPALL = 00 _ POPPED DIE ! DCOLUMN CRACK m 00 -- DECK CRACK - OD _I... \ OVERHEAD SPALL = OD \ { OVERHEAD CRALK W EDGE SPALL = os 1 .w\ WALL SPPi1 = 00 ---.•\ POSSIBLE DOOR - 00 UNIT: _301 _-- PWHOLERUST =00 Couam STALL = 00 COLUMN CRACK = 00 DECK SPNL = 06 DECK DUCK = 00 OVOR EDGE SAD SPPll = 21 1 03 OVFWiFAD CRACK = Oa II EDGE STALL - 21 WALL STALL 00 POSSIBLE DOOR = 03 PINHOLE RUST = OD II I i � V;' TAE OflPNINA7KIN I \ I _. If ONA �'so �� DE auI f noN I 1 'IIIIIIII — .,� �ffr I i; ,� I II .I II I� II RUST INSPECTION ENGINEERING ME W(Ir011. STRUCTURAL T OUT ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR + JENSEN BEACH, R- 34957 80% TH INAPON 50% TUIDEIAMNAPON C5M CIVIL - STRUCTURAL - MARINE Cam ENGINEERING, LLC RD - SUITE I A 2081 SE OCEAN BOULEVA STUARTI FLORIDA 34996 772-220-4601 WWW.CSM-E."ET UNIT: 303 UNIT: 30 CERTIFICATE OF AUTHORIZATION; 29057 COLUMN SPAUL DO COLUMN SPALL - 00 COLUMN CRACK - 00 . . . IR COLUMN CRACK 00 LL 00 DECK SPALL 12 i DECK SPA DECK CRACK 00 DECK am 00 .1 RC OVOMM SPALL 00 OVERHEA SPALL - 00 OVERHEAD CRACK 00 OVMW CRACK - DO EDDE SPALL 00 EDGE SPALL 06 WALL SPALL 00 WALL SPALL 00 POSSIBLE DOOR 00 P POSSIBLE DOOR 01 00 IN1W PINHOLE RUST 00 ;L. A. DA%'//,, IL No. 76910 Q STATE OF ...P40RID N .......... At- CWLES A DARDEN A 303-304� INSPECTION ENGINEERING ME W(Ir011. STRUCTURAL T OUT ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR + JENSEN BEACH, R- 34957 80% TH INAPON 50% TUIDEIAMNAPON C5M CIVIL - STRUCTURAL - MARINE Cam ENGINEERING, LLC RD - SUITE I A 2081 SE OCEAN BOULEVA STUARTI FLORIDA 34996 772-220-4601 WWW.CSM-E."ET UNIT: 303 UNIT: 30 CERTIFICATE OF AUTHORIZATION; 29057 COLUMN SPAUL DO COLUMN SPALL - 00 COLUMN CRACK - 00 . . . IR COLUMN CRACK 00 LL 00 DECK SPALL 12 i DECK SPA DECK CRACK 00 DECK am 00 .1 RC OVOMM SPALL 00 OVERHEA SPALL - 00 OVERHEAD CRACK 00 OVMW CRACK - DO EDDE SPALL 00 EDGE SPALL 06 WALL SPALL 00 WALL SPALL 00 POSSIBLE DOOR 00 P POSSIBLE DOOR 01 00 IN1W PINHOLE RUST 00 ;L. A. DA%'//,, IL No. 76910 Q STATE OF ...P40RID N .......... At- CWLES A DARDEN A 303-304� STRUCTURAL T OUT ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR + JENSEN BEACH, R- 34957 80% TH INAPON 50% TUIDEIAMNAPON C5M CIVIL - STRUCTURAL - MARINE Cam ENGINEERING, LLC RD - SUITE I A 2081 SE OCEAN BOULEVA STUARTI FLORIDA 34996 772-220-4601 WWW.CSM-E."ET UNIT: 303 UNIT: 30 CERTIFICATE OF AUTHORIZATION; 29057 COLUMN SPAUL DO COLUMN SPALL - 00 COLUMN CRACK - 00 . . . IR COLUMN CRACK 00 LL 00 DECK SPALL 12 i DECK SPA DECK CRACK 00 DECK am 00 .1 RC OVOMM SPALL 00 OVERHEA SPALL - 00 OVERHEAD CRACK 00 OVMW CRACK - DO EDDE SPALL 00 EDGE SPALL 06 WALL SPALL 00 WALL SPALL 00 POSSIBLE DOOR 00 P POSSIBLE DOOR 01 00 IN1W PINHOLE RUST 00 ;L. A. DA%'//,, IL No. 76910 Q STATE OF ...P40RID N .......... At- CWLES A DARDEN A 303-304� INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34967 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 20E11 9E OCEAN BDIILEVARD • SUITE 1 A STUART, FLORIDA 34996 �•/2�220�4601 wwW,C3M�E.NET CERTIFICATE OF AUTHORIZATION: 29C5•] ros cwxmi xsrNr rwnar RDEAE ttsMsn cauxsx uw mmam I+q OMR VA6[Rtt RWNIS M6[ %M5 MO WrnwLS .M Ipl ro fif f6�Nm (WM'{➢. W W0. xR 451EMF0104tt MRO VMtt H Att iWY CR NWXFP XINFfMR IAMWI M51 m14WIC Mr bAt[4 MWII[X v[wrswx mx mxsar ar mu D¢x¢aw, uu m4 oocu¢x,, nu arm. uo ums vovmw,m xwn ss w M10.ufxr M M4f1YhN 2W6 4 4A6RPr1 f( LL, d6'SW4 LIL u0�xor to R usm, x na.[ a �wm rw wr mRc ,xv[a Nv rnnw �•m, n vsvaE c. uc ISI x(XL9Yu LLf 0.R9NI 4T16 MIR,O/Y69Wl Hr[BLOx Y[TOTMlM11W.10. M MiNC1U 4 RS,G69E lP, xE �9WIM 6 NL @'Et9M a wm xocum vmux ro uy:r rtxrs rattuo m: awm xuux oRmx ro: ram oxs rxm�m ro owem wmx swc xrs vxalm I No.76910 -_ �O '•. STATE OF • ((/�� ; i%N ••' FCORIDP,. •' �� ONAL I\�� CNARlES A pARDFN JR� � 00.1E noay. Rrmnnm xv®oxu mcNw w. rNio van w¢ I— j: 305-3O6 (T�f 17 r jI L s f j--I }�-.r.�rrrYiruirrrr5z ,Tl_ TT 701 TDE MAICRATON I Ras TILE DUJamumx UNITI_305--- I UNIT, _3116--- /// k Y\\ (r% COLLNI SPNL - 00 ! I COLUMN SPALL - 00 DECKCDLW CRIB( - 00 j WALL DOI DECKCOLDS ALL - 00 09 DECKC� 00 DEN CRACK DO 21 EOIi SRNE W VIL VAL9ALL = 00 � CRACK I NNE SPNE - 00 I WALL SPNL - 00 Po59®E DOOR - 00 POSSI9E DOOR - 00 PINHOLE RUST = 00 PPdI01E RUSE = 00 '1 .r: \ STRUCTURAL (407 DAMAGE) WINDOW OUT 70% TILE DEULIINARON UNITI_3117 COLUMN SPALL = 00 COLUMN CRACK - DO DECK SPALL = OD DECK CRACK = 00 OVERHEAD SPALL 00 OVERHEAD CRACK = 00 EDGE SPALL = 03 WALL SPALL . 00 POSSIBLE DOOR - 00 P08101E RUSE OD STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 _ 8880 S OCEAN DR L 1 { JENSEN BEACH, FL 34957 H- ,- -- A csm-Z. ENGINEERING 1ODS THE OELWICIVIL • STRUCTURAL • MARINE. I� CSM ENGINEERING, LLC ZOB1 BE OCEAN BOULEVARD - SUITE IA STUARTp FLORIDA 34996 772-220.4601 W W W.CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29050 ZEWM1FU MRS FVVAE$4v PfyxSLpuM1 Un WM6q Axo mIm v. CpnaCxn KxS Ile ours wwur+as urt Imr ro az � j ravrn'Oo �M1'�v 4�ruDs�Ox nno�rvXFOm mrm`"`wwr""ilsaruvais nmrzx Ram mrDL m�S.DL UNITI30 I Y5r0Ypf Y NpVF$W W YF+II. S nNWn D EY d01fIRW ILL MD 51tlI N & y�q M ntlE 6 n V 6D rW 4rt Opp IA1E[I COLUMN SPALL = 00I fr11411 M YdIIp IMOYVIW lSu Ni£pK. nC. COLUMN CRACK = 00 a rxoxrxc. ue weaou emle DECK SPALL = DO DECK CRACK = DO OVERHEAD SPALL = DO a owDnoxs mu1 R -OMw ms IM m mE mx mmw=sm... Ixs OVERHEAD CRACK = 00 C.5 Rssareaz ra nE Coaneumr m xL owmsu5. EDGE SPALL = OJ AL swLs wmlm vunw m uwr Rnrs WALL SPALL - 00 POSSIBLE DOOR - 00 R4+m m: n vD o+ax or+a m mw mM1s PONDLE RUST - 00 ounm R: Lwas max i � ,cue xrs vxmfn A ``\\\\11111/EA7jA ��s ` os RaF Or No.76910 l i _ f �r�•� f r _�_ _ T L iAO ••, STATE OF 4(/� LIE f CHARIES A DARDEN JR OAIE namM1 mC51Rp Ixm�uw oiDpx a. rm�x sm Nw vfD I: 307-308 STRLICTL3RAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN OR JENSEN BEACH, FL 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 20B 1 9E OCEAN BOIILEVAR[I - SUITE 1 A 9TOART, Rualow 3499fi �•72-220.4601 WwW.CSM•E.NET CERTIFICATE CF AHTHCRI2ATCN: 2905'/ III( EX4IX6P KW9Y LMNhS4Y F6[Rh$ WS% fP CW WM 4W WPRNI W�OIIEN rflaSP11 WLNR IIH RWS MIY EPP'rY&543 MI IO Bf R9#pNm. KN�eMAO'IY�flEP�mipltlN�it41m WI��xIWI[ �S tl9lifn RRL59L wo [M'Spl a csu Ocr�w. uc 116 0.Aeg1. M(tt i. NO RA)IS u[03W.1(D Wh10. 6 �V MIPIFIII a IWLIDIW 4W(L 6 ROLIII a d pdE[BG.IIL W6tll IOHNID.H ftl[6H WAl lW 411 UI�6 RgFt'1 rrWl M Rllq MIYOL)Plbi a m, [IR6[&G. LLf LRIhWi kV I6 w allulso4 s� a rcmao m mL nLw ar ms mXI-na. mL cwlwRmx Is RswxsiaL mx mi rmwumr a us wllwmxs. uL raus iwnlsn Rnu, m uxlr aors w,s: xrs raun A. `\`L�S11111117AAA,, �Q •• STATE OF : • ((L�` CHWLES A OAROEN JR DATE nav+awrtxm vm®wr mux a. lsslo �� 309-310 111 DOOR OUf L FIXED WIDOW OUT I FM WNWW our (2100AWAOE) �� i 7 DOOR our I t r 75% iliE OEULINATION'"�Y {{ I' UNITI_3o9 --- � �� i COIUYN SPP11 - 00 ( 1'`r COLUMN CLUCK = 00 I f DECK SPILL = 14 DECK CRACK = DO ii i� i Ii OVERHEAD SPALL - 00 I f OVMFAD CRACK . 00 I f EDGE SPALL - 01 / �' - WALL SPALL = 00 U N I T I 3 Y❑ .. . POSSIBLE DOOR '= 03 PINHOLE RUST = 00 I I 1 COW1N SPALL - 00 m1 DECK SPALL = 0 I -- --- --- U DEC( CRACK = 00OVERHEAD SPALL - 04 \\ h OVERHEAD CRACK = 00 _1.. EDGE SPALL • 30 WALL SPALL = DO 4I POSSIBLE 000A = 02 / i t PINHOLE RUST = 00No. 76910 ! ! j I� ILi / 1 n ONAL 75{ IAA DRNAONDON kll r { OLD RURM STRUCTURAL INSPECTION (141 ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 DOOR OUT Oy TILE )VANTION 0% TILE MAUR ITION CCM ENGINEERING CIVIL - STRUCTURAL - MARINE UNITI 402 CSM ENGINEERING, LLC 2081 SE OCEAN BOIJLE�ARO- SUITE IA CQUARISP&L - 00 STUART, FLORIDA 34996 MUMN CRACK - 00 772-ZZO-460 1 DECK SPALL . 00 DORI CRACK . DO OVERHFAD SPALL - Oa CERTIFICATE OF AUTHORIZATION! 29057 MHELO DO icMEa EDGE SPALL - 01 ..1 MIWI.E1 .�t. MM 6 M . 00 . . . WALL SPALL tj POSSIBLE DOOR - 00 To.IxMvXrc ON 401 PINHOLE RUST . W UNM .......... cwI nuac COULAIN SPALL . 00 DOWN CRACK . 00 OVERIM SPALL Ol DECK SPALL 00 m DECK a00 OVERHEAD CM m 00 EDGE SPALL m 21 WALL SPALL 00 D. I. L.:T.. POSSIBLE DOOR 00 PINHOLE RUST OD THE DEEMN&TION 41. AA. .D.A EN ...�p No. 76910 ,0 STATE OF p pl. ............ /0NAl- 'jIIm%W\\ OWLES A DARDON A DATE 401-402 STRO CTLIRAL INSPECTInN ISLAND DUNES OCFAWSIDE I 8880 S OCEAN DR JENSEN BEACH, FL J4987 c:sm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOULEVARD - SUITE 1 A STUART, FLORIDA 34996 �'12.22R-4601' W W W.CSM-E.NET CERTIFICATE OF AUTHCRIZATCN: 2905•] nL LxLULp nrtar Lmmnv xLvrrts wsnac wNux ur "'AND" ua olxp naran pxrs tls Hors po asruas Aa xm t4 az Rfle%V[lp.OwlE[4 ttME4 6V .1SLdE0 ro.w11wA0 iaM x to !dM M n61 dpwNG M pP34 4VW[P X4INRFR rIXW1 rWll@ awsax ago LCAWa csN flaXFB +4 u< p¢ 000AmL v¢ aa. uo omps va4awlm xwn. u « ro'%.mn a wa[svw spit. rs paan a m oaAwz uc Xm rs Imt io a Imo, X .art La X rnt rox wr oMa vmisn MUI IOz THE ORAADNAnON 0% P E 'DAMNATION "4 - it d it ii t UNIT;_4O3UNIT�_404___ COLUMN SPALL - OD COLUMN SPALL = 0000LUMN CRICK- 00 COLUMN CRICK = OD DECK SPALL = 00 DECK SPALL = DO j DEC( CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL = DO OVERHEAD SPALL - 00 OVERHEAD CRACK - DO OVERHEAD CRACK - OD EDGE SPALL - 00 EDGE SPALL = 07 WALL SPILL = 00 WALL SPALL = 00 POSSIBLE DOOR = 00 POSSIBLE DOOR - 0O PINHOLE RUST - 00 PINHOLE RUST = 00 O I, i! I; I l MTf E 4Ell INSPECTION ISLAND DUNES OCFiWSIDE I 6880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERIN GI LLC 2E191 9E OCEAN BOULEVARD � SUITE 1 A STl1ART� FLORIDA 3499fi ��2.22[1.4fi01 www.C3M�E.NET CERTIFICATE [TF Al1TH[]RIZATIGN: 2905� n¢ Lmxmi aRer LwS3RMaLRmii xsMa Lava w coomcul µo olRx woRm xcxrs. Lx vwrs ao ovn•uws u¢ ml to a RVRano cxRcm. wxo. a uxxm ro urc nuw vwm x un law a udv[x mursmw nliwl ssl awlvc IN rvRss vmlw Rwssa.wx orzal a au o4x[Lnw, uc r�¢ mva.lia au, xo ®m.iaRawlm Rmn u w cmaxmu a RaAxsau RM'R R Rmvmn a m omtmus.11[ um�wr Lo a uRP, x nd[ a xisu"x mx nn axa rAv[n I IR ewnw xnxowcnw a mmiawxc uc. difHL6L0.Y. LLt LfNPoMI0m16 NL dC0Y6 LitllH xW(4xMTO EiMaxINa0. M CMwtta 6 RSAWSBf la M O�IDuld a Mt WFIQ•6 NI YN[5 Y4YAIm RMIW la E3YI I' ROR omcxm w ouRrs owttx a•a en lar a.,s naT�m n owner ouax YUL xrs III �'. � No.76910 = OLD RERNR A }� ' I DDx TEE DEI.AUMTW I wz THE DEwnRATK)R UNIT: 4135 UNITI_4❑B i 1}IIII CDUM CRACK = OD � i COUMN CRACK . W — DECK SPAIL - 00 DECK SPAL. = W DECK CRACK . OD (li DECK CRACK . DD \\ Cf ffi fUD CRACK - 00 i OKkEAO SPALLam = 00 EIXE SPD CRACK . O0 P/RdffM CR.1CK v W EIXE SPALL IP DOGE SPAIL ID W 7P W W SPNL 00 POS9EU: DUDR = OR POSSIEIF DOOR = 00 POSSILL RUST = DD PCSS E RUST . 00 � � 1 \\ "- �\ J �vir C\ j STRUCTURAL 6,10 % DOOR OUT K. rum wwoaw our I' I � j 1 I jj II 20% 111E DEINJINATION II � i I: UNITI_407 __ l UNITI_408 _ COLUMN SRN- = 00 COLUMN CRACK v 00 COLUMN CRAG - 00 CAL = 00 DECK CRAG = 10 DECK CRACK 00 'ECKCDUUMNS DECK CRACK = 00 DECK CRACK 00 - N 00 OVERHEAD CRACK 00 OVERHEAD CRACK OVERHEAD CRAG = 00 CRACK = 00 - WAGE SPALL = 00 WALL. S00 EDGEOVERHEAD WALE SPNL = 00 BALL SPALL = 00 DOOR POSSIBLEOOR 0 - IXE RUSE = 000 MOLE III POSSDDOOR = 00 MOLE RUST = 00 I i ll i� I 1 I id li STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN OR JENSEN BEACH, FL 34957 x C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B1 9E OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 '72-220-4501 ...CSM-E.NET CERTIFICATECF AUTHORIZATION; 29057 ML fMNfq xFl®f fAN1$AY xf3EAE NS/XFA 40YIlM WY fOP1AxYr Wo orRn wocm wcxrs. mvu RWS Wo puw+us Wc,mmR RT.YJLm, cxuao, aRo. w uttxm ro Wr mivo vWrr N Wr RVI m uoxcx murnnra Nmwr msv ®rwec me nRfss xwnui RVJSSpI NO Wtl[xI V ($Y p4xQbG, LLC Ix6 0.1L9.'1. rIQ RAS YO LW5 MRWI(D IaRIV R W MIAU01! Or Rm(SRW 9hS 6 RWPn U l9, YdIIP'M NL YO 6 xJ! 1p H U9R N 6q[ p N NN!(A NY N,P R9EI1 NIIMI M NEIIM,MtR]ROr 6 d pgHrNW IIL d QYM(91& IIL O]RRWI.11 6'aW[M 5 rrt5V.119BERlW IXC m4Mx91NWrM U W pxC5xYN.� AI w¢s 1rNr mo RaiAv ro as'v,r Hors No.76910 -_ STATE OF :' 4Q ORID CHARLES A CARBON JR DATE nob. Ra:mm v,a®11u olvux a. vwro WO 1. 407-408 11 r 1- 1 •= Q-. R 0 t-t-•-� DOOR F I 310 Mw1GE j�1Tj �- yl WINDOW 011f li l DZ TILE DEUyNA7gN 20% ➢j DaALNUION `'' % _�. �— III UNITI_4❑9 _ Ir -1.. _I-1 j COIllMW SPALL = 00 If,,,-.JJ COLUMN CRICK - DO rI.. DECK SPALL = DD _ "I i t OECK CRACK OVERHEA SPALL - 05 .-•..I. OVERHEAD CRACK = CO wwEDGESPAu =0D UNITI_41 ❑ _-- {a POSSIBLE ODOR = 02 PHI RUST = DOCOLUMN 1 COLUMN SCRACK = 00 C, ... DECK SPALCRAG = 00 DECK EADS = 00 �" 1 OVERHEAD CRAG = 00 EDODGRHFAD CRACK aE SPALL 29WALL SPALL 00 1 POSSIBLE ODOR = 00 PINHOLE RUSE = 00 I � I II I l r 1_ I ' � rl -t I is i I L��1� I y i STRLI CTLJRAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 SM ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2091 BE OCEAN BOULEVARD - SUITE IA 4TupRi: FLORIDA 34996 '/�2.220.46CI1 www,C9M-E.NEi CERTIFICATE OF AUTH[IRIZATIGN: 29O6V ME Fl4xm1 NFl®Y VPf$YY A[YM6 M6/XEx [OYIp IM VygAG! AYO OIIPP 4AW[PIY FF.NR. MEY PW5 AVO CAAYw4S 0.4E Ipl N H m4:mIKE4 6NYS£0 w:co a auNx Ia wr clam vwm w x:r Erel a WVNA wwwnw mM11I vra rerulxc ils nwixs xnna vrwsm.wo oslssxl a m olol¢mlt uc. ila 000•mn ME rTnx m ®:s omwa m R� u x Pamuar a PN6ffiW 6mtx. rs mwrtn u a xxaexac uc wx5xorroazumm wwuEaw ra urc oalsv Wmar 6:MY11 ME vAllp Wx]9)pIIM V CSN fXCxYAm ILL 6Y FX4WRWXG. LLC WP115w103016 NL Rp6l6 YWLRwB6OxMN➢6, 0[0:R'lNR M 1d10.N1p15 RLWAE IG M 0Y111VY1 K xL WON16 µL ff/1[5 wLK11m PfAIYN IO 65111' PLOR o65eNu n: 6xNx6 wau: 6axs waam n aw6 wau vrE. xrs wa¢II �\CENSF ��Q�•, STATE OF •!(/�� CHORLES A OAROEN JR M1pIM RG51fx01 P�F}mxlV, b9kW m. 169 � s�R 409-410 OLD REPAIR Y �t DOOR OUT (/01 DAMAGE) 1 OR DLE DEIAI.IINAPON it ROOF THE OEIAIRUIION f I UNITL_5❑2 fi ( COLUMN SPA m 00 COLUMN CRACK = 00 I DECK SPA = DO I DECK CRACK m 00 i OVERHEAD SPA = 00 • DO I I. I EDGE SPAR L m 12 .L" y.......i. WA SPA m 00 POSSIBLE DOOR . 00 — —= UNIT _5❑ 1 --- HMOERSf pD j t COLUMN SPA = 00 I ........ COLUMN CRACK m 00 DECK SPA = 00 DECK CRACK = 00 OVERHEAD SPA = 00 OVERHEAD / \ •� EDGE S ALLK m 9 WA SPA = 00 j POSSIBLE DOOR - 01 It PIKKIIE RUSE m 00 j i I I I( 1 j� _ it .-...-.. ('I I '\� F C1aOz TILE DEuulrunoN I ?_ I STRLICTLIRAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERINGA LLC 2001 9E OCEAN BOULEVARD - 9111TE 1 A STUART, FLORIDA 3499fi ��2.220-4601 W W W.CSM-E.NE! CERTIFlCAIE OF ALRHORIZATION: 2905V MF flllx([P 16SBr [#AFS4Y 0.9MS x5/xIP rt� Uv COMPua uw olxm vwawn axR nvs[ wn ux ronvws a¢ roE to az vswwvm, vxdcca wrcx. av uvaun m un nwx rum x xn f(d M YM1VMx YwIyIMx YxWJ! 1�1 ®IYWXC M EWfR YW,IEN rw•sa wx os5o�l m m uvnEw.x. uc NR WY4N[ x6 [Ui NO a9T514�PAlw X�x R N MPYFnI T r,91ES5AIXLL 9wL 5 �n K GN piIKWC. ut •xo5w•mazxsv.x.wLLwx mx xr a:RN vwim xWll ME X911a1 wMtleUlrM fi 6Y [xGw[ExwG, LLf. @, Mid(9w. LLG GWIPIM, O(016 WP913565N111H1IDd NMN109•M fMfLL1pL M fMlit•[,W 5 53wN�f fw M OlV WNgI tl NL a�NOf6 xG:GufS iNAGIm �IxY 10 LSMiG 0.aR x(vvYlY m naR¢ owux ovxx e.= mn van orcam ar. eeaa 5wvr, wu; xrs rwEn I. / A'• FARO �''% �,�c`�• F , •'•. v ��,.•'��CENSF i � No.76910 =_ �• STATE OF •' ((/� Q E?.�`• �NAL �))IIu1��LA CHAALES A pPROEN JR DATE mwwv cmrtxm vnG oNY¢m w..lw,Y Vol A 501-502 INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 rm5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOOLEVNRO - SUITE lA STUART, FLORIDA 34996 �T2.220.4601 WwW.CSM-E.NEf CERTIFICATE OF AUTHORIZATION! 29C5•A m[ wnn¢w wx[n on�¢r x[smts � awa un avmoxl um ama ..I xa¢ rase 11, L. 20b 111E DE�IANINAlION i 1 WK 111E DEUVAINARON 1 I; UNITI_5❑3_ UNIT:_5❑4___ COLUMN COLUMN SPA11 . 00 COLUMN SPALL Cm = 00 COLUMN CRACK = 00 DECK SPALL = CO DECK SPALL- 00 7 DECK CRACK = OD DECK CRACK = 00 III OV➢HEAll SPALL= 00 04 WAD SPALL = DO 1 I OVERHEAD CRACK = DOOVERHEAD CRPLK = CO 02 SPALL EDGE SPALL = 08 EDGE SPALL 00 WALL SPALL 00 j POSSIBLE DOOR = 00 POSSIBLE DOOR = 00 I I WHOLE RUST= CO HRIOLE RUST = CO ; �) L. L I }� ,rJ. iTI w �_ -± affill-11 JJL. `L _. STRUCTURAL COLUMN XN ZORID CHAtIES A 0.AROEN dR T DATE STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 CID REPNR DUI NPNR OLD RTPNR Csm ENGINEERING 4$ 4* 50% RE OEVJON1OON I I ,'fQ RIE DpAMMN CIVIL • STRUCTURAL • MARINE CSM ENGINEERING LLC 2081 9E OCEAN BOULEVARD' SUITE IA STUART, FLORIDA 34996 992.220-4601 CERTIFl ATE OPAUTHORRATON: 29059 +I ' 1.t�ttl}, um�ans w�uw+uw u. arswux iws c¢ na ro ee ..\ UNIT: _5❑5--- i• UNIT: _5❑6--- 4�/` xM1WL[<D.DWE[4LWl�.w694XN10WI1R� �w� L \ COUIUN CRNL • OD COWRN SPNL , au vinvivs u� LOUNN CRACK W COUOIN am. OD xo x nor m w um x xat w w rw mu.wr a�Nu xDun DECK SPNL - 00 DECK SPNL - 00 p m ce .xmw umwumx w tsu wcoauwo. us. DECK CRAG = 00 DECK CRACK = OU / l� csu crraaw. uc wraRn olmc OYERHEAD SPNL . DO , I ONMEN SPNL . OD EDGE SID LPN7( . M OYPRNEID LRVIf . 011 EDGE SPNL . S6 I ( EOGE SPALL . 21 xL mD,sors R•u a,wm w r,E mn e, ^� m,arrn M WNL SPNL = W I WNL PALL COW arTxww s RswxseL mu n<aRxxwa a.0 mnmo,¢ PINMEDOOR . 00 Em:OLE DOOR . 00 / AL wua uDwim Rrtlux m ssTir Hors PINHOLE RDOO • 00 RNH lL RUST • 00 otvsNo ee ouRes Doan ox..n Ex. 1wr cans • i i j o¢vm ee: awus oumor s.D. xrs NaAn L \ II \\Ililllllll///// Vet No.76910 vP - - _� �Q .•' STATE OF \ ZONAt MOB - LVNRL.... DPADEN JR DATE i Rwa amnr�ruesso-w vAaaa ro. rssio 505-506 STRUCTURAL INSPECTIE]N ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH. FL 34957 c:sm ENGINEERING CIVIL . STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD • SUITE IA STUART, FLORIDA 34996 , 72.220-4501 W .CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29059 M[ fMWR91FPER V➢FEIlI P@F4S X5/IFP EOuuT' LAY fMRMf Rl Il4la RProA W-IXw W.RKE En P�gT 01O W91YMW NW G WVYP WY.RMHP WIISN IRI �IYMIXC II[ EVRSS e911LX RiXLvIDI Wm ECXSMI a EL Du�Ew.Ilc ns umvW, IlE mDi an ¢vors umwWlm wWx a.. MTMMI a IWES4M4 SOME 6 N4FXa a (9I WNFIMG LIE YO6 XOI 10 BE IRaU. N XIML 0.9 NVM Ip µi OIIfiX fl01[LI Almon rs re� wllwulwx a rn LxEuaXixc. uE. LSu LKY(WIF LLC EOPIFaX 6i016 Mt PAWSLWLH NWmx Mlklp 6rMmlIWEM 11E [aI�PI[Ipl5 dZV'>9E !WI M �Y>a a ML WM9iS Wl SW[S IIMAIFS RPIµY Ip 65'AII' R015 OELUF➢ Bi: IX44[I NALM gLL'w EY. @4I EpxS f!¢tl40 T. OUOIS tl�N SWG XR NL411. A. DA ��g 0. QF LICENSE''•. �'• No. 76910 �� '• STATE OF '... ,,ccsS �C.) . ONA1.,E� CINRIFS A DARDEN JR BATE RLiM RC61[Pm PIA.RS?ul OGefFP M 16910 nm MUE: �E: 507-508 INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BFACH, R 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING[ LLC 20B 1 9E GLEAN BOULEVARD - SUITE 1 A STIIART, FLORIDA 3499fi �'l2�220�4fiD l www.C9M�E.NET CERi1FICATE OF AUTHORIZATION: 2905'/ M EIY3XRP X[�Y fIM34Y P[2P6 NL/NfP LOYWI WI LpT2]Ir 0 %:� VAMPa.$XIS. 111Y %µ5 AVU pPAMiIG$ A9[ Ipt 10 H WNM1pgm. LWICFD, t9gp. 0.91JRXFp IO MR NAB VOArI N MR ww, w uwxex xw:mnw nnan MI mlwac M[ awes xwmx awsa,.ro aFmn rc a:, Lxn�w uc Ma mwln nrtroo:s::�pw,m xfAYl a w a wmpsvmlu pW1Y rs RopPn a Lm onrvpwn:, MSPLxmu u< o n xar to %usn, w rmu an w vwl rm arc o,lm w%m nxtlYl xR xAl11FH INW WUPM R Giu M4wEGw4 LLL. pI LIpRCYi.ILf VPlE0.'I NIX W pwENL0:6 LXMI H HPYIO M IK I{1p BY Mf IXNIYLIR. ML OIMF[IW IS PL W58E (Oi M OMNOWION IX ML W:dLJXi 412Y6 CQ�,m Nxq IO E]tll' 0.0R Pex.¢o e+: n:wLs owm: oPNw e<; _ fM-}f _[ l' C I i r Li 1 M \�OUTy i -I- ,� D \ r. FlXED WINDOW OUT - _ DOOR I ax nLE DEIAuuutroN sox n DOAuuunoN _ 1, it I, UNITI 509 `'jCOLM SPALL = DO DECK CRACK . 00 ( — DECK SPALL . 001 51 OVERHEAD SPALL - 00 OVERHEAD PA CRACK = DO 1 _ ._' WALL SPAL =00 UNITI_-- _-- --f WALL SPA[ PUSSIRIE DOOR =01 PINHOLE RUST W � j 1 j COLUMN SPALL = 00 -- ' COLUMN CRAG( = DO \ I� (I DECK SPALL = 00 I DECK CRACK = 00 ...'._...'{.— OVORE W SPALL OVERHEAD CRACK = 00 EDGE SPALL = 0WALL SPALL 0 ! I) POSSIRIE DOOR = 01 I I ! PINHOLE RUST = 00 Ii 'I II I I x, I _....__ rI. _r Ill I_ RIO Ox TILE OEIPMNAHON J I. I II I `I � i�� I,L STRUCTURAL T. STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLD 2081 9E OCEAN B[IYLEVARO' SUITE lA 9TLlART, FLORIDA 3499fi ��2.22Y•4fiC 1 W W W.C9M'E.NET CERTIFlCATE GF ALITHG0.IZATGN: 29C5� ME M}xfq IQRB( FYp1$4Y PERMS NS/Xffl f0YYg1 W W�IxWI an Dorn RmRxn wars an[ Rws ao ow.xews uE W; m R ttRlAu[[0. LWrCro, foFEY, a atS� r0 un LInW vum w un M1p10` WVNP TNI54Hn BILOII Ir61 W W@L M pIRSS vWLIP rm.svox.xu Wuon a Ivi pvanw< we ma imaaL. mE au Rw onus opnm.Lm wma a w vmwnaL a waTsw'«L sweL rs rxorcmr a nu wf9dswlG uc rsnoLroe[usw wr.9wLL auw ram ra um OLNx rW:a: WI ME rAi11p WIxR41IW a IStl EXERCdwG. LLC t91 CGTEiWNG IIG 1W5W114ID16 m owExaoxs sxrl az rcwuo in mf rtn p mE WxLwna. M caumtllmu 5 uswxsaE rw.K mown«Wry a u wwmxs. AE saYs.rsrum Rmw, ro ssnr moors Lazwu ee a«wis ownw owxv w. Wr axs rxuvw% awnp wvw siu: xrs RM1W] I No.76910 —_ �Q '•, STATE OF • ((7� ; CPARLES A DPROEN JR DALE ILOFII'. MG5Rxro rlpRf4-hLL p4YQR M. 169L0 9<O wS: wmR 601 -fi02 LOOS IDEi DEWALNgKIN �� •; C r I Xl LOOS TILE Dk7AO11N171pN I . II I I i -- UNITI-------- COLUMN SPALL = 00 COLUMN CRACK = 00 DECK SPALL . 00 DECK CRACK 00 OVERHEAD SPALL . 00 j L-L OVERHEAD CRACK DO WALL SPALL .00 POSSIBLE DOOR . 00 UN I TI_601 _-- PINHOLE RUST _00 COLUMN SPALL _ DO -- -. I CO UNM CRACK = 00 !' `�s DECK SPALL . DO r DECK CRACK = 00 OVERHEAD SPALL = 00 1 /^�\\ OVERHEAD CRACK = 00 I� \ EDGEWALL SPNL = 00 I I \ WALL OM = DO POSSIBLE DOOR = 00 PINHOLE RUST - 00 I EN IV J .1. r I '— \`L 1 FLtORID "_-,;- iNAl- IOLK 71LE OEMAIIINAININ T ~.1 .. j __ I �) III INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 c:sm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERIN GI LLC 2CB 1 SE OCEAN BOULEVARD - BUTTE 1 A STUART. FLORIDA 3499fi 'A'/2.220.4601 W W W.0 SM•E.NET CEFRIFlCATE OF AUTHORIZATION: 29Gfi9 1ME M]XQY NFMbI (W3{Yr x[yPE$ FS/:YA fAuuS: W' LatAglr uw onuw wmrunr xxw¢ NQ[ vw,s ax oxaixcs Mf xa m a aemoam cwwEm. cnwu, a ax:® to wr nm rwnx w.wr mR, m wwNn awrsoQm.dom rxm awma w[ DtRas.aTlRl am®x •Xo rnEEn a a: E1:4:N�^G. uc va Nawn, mE ua aw [sas euxawrm x[av[ rs,n wsmuwxr a waExse«w mm[[. w rxapn a a:: fxwmrwc uT �w xor to e[ usm. w wrtt ox wdrAw [a um omm [xaar qp nlF mxlp WnvwL•➢M a [ fXCwFEAInE, u<. o• uauac uc mnm[, em,a w oiwxaoxs sxv a Rlmfx w m[��m d mf mxrvna. ME COXIMCIp R MSRM99F !Ol M Iqx a Ml, W d5•M. 4l YN6 v(Grm R[WI N 65111' ROR OFSEXF➢6( OWE6 a,mfn OI— Ba 16M1 Wx5 4- II i F t j 1 J ili i S� o6x n DELwIRAnoN 100% TILE INAlION l 1 UNITI_6❑3___ UNIT;_6❑4___ ! COLUMN SPALL = 00 COLUMN SPAL . 00 COLUMN CRACK . 00 j1, COLUMN CRACK = 00 DECK SPALL . 00 DECK STALL = 00 DECK CRACK = 00DECK CRACK OD OVERHEAD SPALL . 00 UVMEAD SPALL = 00 OVERHEAD CRACK . 00 OVEIMEAD CRACK = DO EDGE STALL = N EDGE SPALL = 06 WALL SPALL = 00 WALL STALL = 00 POSSM E DOOR . 00 PDSSBIE DOOR = DOII PINHOLE RUST . 00 PINHOLE RUSE = OD 1: ./,�1-. { a /4 ji I,r1 I y ?: T �. G 1}r _ _t ll--r,—Il—r—I-1 STRUCTURAL i V 70Z IDE D "WATION UNIT, 6❑5 7' COLUMN SPALL - 00 COLUMN CRACK - 00 - am SPALL m 00 DECK CRACK v 00 \\ OVMHW SPALL II ONI CAK 00 EMESPA29 SPALL 00 M96LE ODOR m DO P0001E ROSE = DO e 10% BE C UAVIA16N UNIT, 6❑6 CCUMI SPP1L - 00 COLUMN CRACK - 00 DECK SPNL v OD DEC( CRACK m 00 QVMFA0 SPNL m 01 Ol MFAO CRACK - 00 EDGE SPALL . U PULL SPAUL = 00 POSSM DOOR - 01 RNHDE RUST m W STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN OR JENSEN BEACH, FL 34957 IMM S m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20131 SE OCEAN BOULEVARD • SUME lA STUART, FLORIDA 34996 772.220.4601 WWW.CS M'E�NET CERTIFICATE OF AUTHORIZATION: 29059 .+o oliva�aaov��unn �ssEwus .w wws rm wE iro waa C.ov umRnrow Nm vU xan Iwu w IurNx WryTa mwn Dm aeovwc M uvRss vamx 0 Aowcm M)CA Rw.ssw ew m.suir D au wvmsc uc LLs arwnv. N[ ws vm omvrs oDiaoulm x>RVL a w NIL .Vtl N )E ORE W AD 0 M VA�MM MR OIIRP FAULT RAW ME WIM WIIN .. R LSu E.i.v LLC [L pfA�N:. LLC fJ' 1Wi11 m011 uL oWsrwrs svaL as rcmuo m msrcm m IxE axwnw. mE Lwnvrcmx is roswnvaz rw Iw 1. a xL aumsrvrs. AL wms cawm RYIRI ro estn' wnrs nDE«Eu m: owv l.R 1. .1 1AD. R, owes owx. sue nrs vma0 A \�LI1111111,/// • •., LIGENS,o i V' No.76910 =_ •• STATE OF •• ((,�� 0 F<ORIOP•. •�G\�� ONAI. E auRlLs A DnRDEN dR �pAPE LLo� R052Pm W D��R. m. ,roro 9 ¢I wuE mN 605-606 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE 1A STUART, FLORIDA 34996 772_220-4601 W W W.CSM-E.NET CERTIFICATEOFAUTHORLZ TION: 29OS7 M( xM1$0/Xp@ N.N0LR .lowwt..5 MWx@wWm, WlyFi%AEY$ .1.xrt m. IMI Ot WXHP PN.ISN1d NIICUI fRl �NOC AI tlPEt Y1011a iL0Yt4'N A'W 0/fipf T d WIU.0.L. LLG MS Y1Rmlf. M[ W5. Rb 0.ZM$ YLYWOWm x[9R b Ix i6lPwal Of IAtl6LSul4Rn[L 5 FAOftPIr ff a. pARWF, LLC uU 6 xN N OE W w mqf 0x w . Im. WHY Flpl¢f .. w vWlla WKRLNW K 6Y EK.I L LLC [SY DID. LLC T.1. .UL OWFMMS SWL H-11W ME F-Br ME [MIWPff. ME (NxvK lS M3 VU IW VE WFD D. R 4L puMSMi Al svr6 umlm Y VVI m utlr moors anoNu a, ownL6 n�wEx oYwx a: mxr wxs alwm W ownm a� YNG xrs vcaEcl l A. DAA No.76910 =0 LY_ • iA0 ••, STATE OF i(�',,,` �NAI. `rG CWRLES A WDR A MIE Halm. Yummm vxwcswW awRY w. rwla sYEa xYc VER I 607-608 INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 rm5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2Y81 9E OCEAN BOULEVARD -SUITE IA STUART. FLORIDA 3499fi ']�2.220.4601 www.cs M-E.nET CERTIFICATE OF AUTHORIZATION: 2905./ ML FMxml WRBY Fq$SgY PE4MaS 16/rl'R LOMWI4X Lm,D�lf um oniw pPmun Pars MESF uaXs avo mPxmcs ME xm ro a PEVPro¢LA LwWuo. mmM m ¢xNo Io rn wPo vunY W WX mWI as wxNW ExIrILxW nnan Rm mnwx[ IN nwEs .nlrtx rzwaaox uw Laxsul a m CCxELb4 I1L Ma oomm,r ML aos Wo omws.oawm.Im xtf9,P a w MIPWMI OL FALRSYwl 4M[C ¢ TWPIY 6 CSu pb6EIM5 LLL MD 5 XOI ry BE YLFO. W N,NE 5P X pµ1 fp, NY OMLP MW(LI MINI IK MIILN WIK9NIM 6 L5N FNdQPw[. lL4 lL Fx?'SeN:, LLC OM1NM iAi6 Lamn¢nxs vuLL m rcaXvo w ra r,uo ro n5 m,mu[ra IX[ xrvxlm 5 Wsw,maz rm mL mamwnox m xL wLxsxni WL sus.mlm vLmw m u'Plr Ro¢ IXSEMU 61: Mw[S W(fl, LMe'n Pn. IOXY [tlx5 mE<Xm Xr. Lxw[s olm, svPc xrs pm[YI A'• FARO • No.76910 —_ i �Q '• STATE OF � •'•.FCORIOP.•''G\�� LFWtLES A DPAOEN JR DALE RONN PE441N[O YI9R140X4 p411EG M 16910 l E vun 609-610 i- t L--_-, -rr ._ l i TT v .-- :-- � i 7 DOOR DUf�� \ t' (slo DPLACE) 1 v IOA THE MAumm 90% DIE DEIAMMTION T I COLUMN SPALL - 00 ' -•. COLUMN CRACK - OD '1' j DECK SPALL - 00 DECK CRACK - 00 - -1 OVERHEAD SPALL 101 I i OVERHFJD CRACK - 00 -M- - ME SPALL -04 UNIT � WALL SPALL 00 6,1 ❑ --- POWBIE DOOR - 00 r-f-'L`T'T' PINHOLE RUSE = 00 t ._,_ -. -� ............... COLUMN SPALL = 00 -� . I ................. COLUMN CRACK = 00 i—� DECK SPAR = 00 'E"1' j DECK CRACK - 00 'I (—� OVERHEAD SPALL - 00 _T . 1 I OVERHEAD CRACK - DO EDGE SPALL - 33 '\I.i` r WAIL SPALL . W POSSIBLE DOOR - 01 P K E RASE . 00 II I til t r t;I _ I...._. . _Y.i i I TE- �I i ti ..,.- ' Tt , I 90%RLE DEIAINATIONONAt- �— — L -- L — I Pff, I 1'I I� , L. T STRUCTURAL STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I !` 8880 S OCEAN OR JENSEN BEACH, FL 34957 C5M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENCRINEERINGI LLC 2021 SE OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 , 72.220-4601 W WIV.CSM-E.NEf CERTIFICATE OFAUTHORIZATIONI 29057 mL flf]XFpI MFIOY GFPkSYY P(yFS NS/XfP IPMVM WI LO%MNI 4VP O,NP 4AR(XIY W. WH F445 A4P pUNFS AR ,JI N $ R{PRYLm.OWGfP WPfO. OP ISSLxm 10 Y(I IIYPP LYM N Ntt fISYW YWXLP m41•LIVS FlPWI N61 ®IYXWG IU gP65S x011p RPu4U1 NIO LC IDII L LSY AYIiQpG. LLC 06 O1VOJ. M VK, MO ®TS L[/YAY Im iIMDL IS YI MI0Y91L K RmSm4t 4MT 6 {ImWM1 R L9i fl6'mtNE.11[ M0 6 MI IO R IGm. H Fltl[ tlI N MAl lW � MFR Il9Al1 IiI1CN M N011p WPpA1M 6 (M f1M9RNiG. LLG (SI pO�]IL. LLL LAP Odl l6 Pi FN 4 I LL BE KPYm x M ![Ip BY IXE [MIN[,tll. M' 11 fOXrtuL,OP 51Q4M99E RP M LWAP,MI9X O Nl �'pSUfi. 4L AI16 NRDim WY,IA' YY.111' AM \\\\\111111I��77j .�• �Pe; CENS Fvi No. 76910 —_ ' Of, �O STATE OF • 1(7� SZONAV- 'lIIlIk\E? `` OWLES A MEN A BATE vuY wR. 701-702 �IJL rcvrurc = 00 DECK CRACK = 00 '1 _ It—t i- i— J• �1 100% TILE II j O% TILE pEIAMINARON 1 ErAMwaiN)N I t I ;I I UNITI_7O3 I UNITI_7O4 COLUMN SPALL = CO'i' COLUMN SPALL = 00 COLUMN CRACK - 00 COLUMN CRACK - 00 DECK SPNL = 00 ' DEC( SPALL - 00 DECK CRACK OVERHEAD WALL WC0 OvERmn cm = o0 OVFRHM WALL - 00 aaRHEm CRACK = ; EM SPALL - 00 EDGE SPALL = 05 WALL WOD WALL SPALL = 00 ALL = POSSIBLE DOOR = 00 III POSSIBLE DOOR = 00 PINHOLE RUST - 00 PINHOLE RUST = 00 I f { I'1 . t I f STRUCTURAL IN SPECTICN ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 54957 rm5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN GI LLC 2I191 9E OCEAN BOULEVARD - SUITE IA 3TYART, FLORIDA 34996 ��2.220-4fiD 1 www.CSM-E.NET CERTIFICATE OF A4THCRIZATIGN: 29C5'/ ML pgxF{q xEFLB! FNAA, FESFM25 ,b/HFA LOMWX LW L6%fllGll MIO OI�U FMiEPtt 0.g1i5 MfSF pm avp WwwLS M[ � N & aNwlltm [xw[Ta. [avm a AtxNo ro un wm vurc w un rare av uarxex nwrsRrcx mnar msr oe,wnw ML ave[ss wrong vwnm� wo wxsar ar csu Excx¢vc. u[. rm oanewi. M[ vAx w razes ermmum,uRsa u ax MiN6w! ry IlpFswi AM1T.6 WNPM1 V LL dN'EWC.IIL YO 61tl! IO Y[ VID. H nd[ fY M.41 M wY a11Qi H9FL1 N nll9ll LIE x911p ulxdSGIM 6 d fit, ILL m ¢®®uc, u[ wrra�n amis a oNExoox I— LE rcmao w THEnw M mE wxma[,an. mE [wxmu'mn rs Rswxuaz rox rK I.,a a[ auwsuxs. N[ sous iwurto rrxuN M asv,r Hors o®m m: Lww[s om. owx n: mn oars wmm ee alue6 ous.. rrL xrs vwEnl Na.76910 —_ •• STATE OF • !(7�` 0 '•.FLORID?•. •'�G\�� CHMIES A pAROEN JR � pPTE nmu. Rmmwo vrmaow o»ax Io �a,o am wa. 91EL A 703-704 �J. 205 PIE DOMINATION UNIT1_705 ___ COU M SPALL = 00 COLULM CRACK v 00 DECK SPALL . 00 DECK CRV'K . 00 OaOMEAD ERIC W EDGE SPALL CRKY . DD EDGE SPNL .1110 WALL SPALL . 00 POSSIBLE DOOR . 00 `\ PINHOLE RUST . DO 80% PIE DElA RAMN UNITI_706 ___ mm SP. m 00 G01-m CLICKm 00 DECK SPALL v 00 DECK CPACI( . 00 OVORITELD SPAIL m W WERHFAD CRACK W EDGE SPALL = 14 WALL SPALL = OD POSSI®E DOOR = DD RNHOLE RUST = DD •4. STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 992-220-4601 W W W.CBM-E.NET CERTIFICATE OFAUTHORIZATLON: 29059 uL YN6 vrvUlm gAtµr 0IUll ice'.,D aMl mCIKiY6R II \`1111111DA 111 AA7/, No. 76910 —_ 0 STATE OF CIWtLES A MOM JR DATE 705-706 i STRUCTURAL INSPECTION ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 C5M ENGINEERING CIVII STRUCTURAL MARINE C5M ENGINEERIN GS LLC 2091 9E OCEAN BOULEVARD - SUITE 1 A STUART, FLORIDA 3499fi ��2�22[1-4fi[I I www.CSM�E.NET CERTIFICATE OF AUTHORIZATION! 2905'/ ME ENGX6B IFNfAY [YWR4Y M9M5 NR/FtA LO4YA' 4M fAN16N1 uw arum wmrmrc aANx ne n.ws do mawws a¢ wl m R RrlgylEm, cwwAEa Awfa ow uuam m un iwno gran n un (q p YMXEP OYlyh•91 •Illplll R61 dwIIUK M flNR55 Y911F.v RW$Yx u0 (GHMS V (L C4NF6vK, LLL na aruat nE wdx ud Rsors.wearwEv NfRw. a.w mm•an a wadvu vnsL rs wNmn a m vaamx. u< un rs MA d az usm. n •xu a w run � un orww E. YIIWXII M M&nd MIOtlAU1W OE LSN dGIQXiX6 IIL. Lll pUAWIG. LLt WrMgl eEAIB ML 0L5fM 9WI SHRmx MiFlp fiYM(OTULIR M MNYIW 6 RLp®E M M QVLuIM Y( ML M4T2 pL NM[S IKGIfp WgIAw N E.5111'rLpR oEuwo m: owus otNrx w+m d. mm mlx auvfo n'. wwnYo� Yuf: xs vmm 1. No.76970 -_ i~Q '• STATE OF � • ((/� CHWIES A DAAOEN JR - I ❑ --till I ' BOX Ta DELIAWATION ! 701: ILL[ DELAMNA110N 'I UNIT:---- --- UNIT!_7O8 --- COLUMN SPALL = 00 1 COLUMN SPALL • 00 COLUMN CRACK = 00 1 COLUMN CRACK = 00 DECK SPALL = OD DECK SPALL = 00 ' DECK CRACK = 00 DECK CRACK . 00 OVERIM SPALL - 04 OJWIFPD SPALL - 00 OVERHEAD CRACK - 00 OVERHEAD CRACK - 00 EDGE SPAL. - 06 EDGE SPALL = 00 WALL SPALL = W WALL SPALL - 00 POSSHRE 000R = 00 1 POSSIBLE DOOR - OD RNOKKE RASE = OD 1 POMOIE RUST = 00 { �I I� II �I �L 9 t` LJ��-.-i( '-I'-I-{ ? `T'.�" jr-Er ''.1'1 (-i t f -F'}ri { 1fi-f ��-T� 7 Uri{ —I-I DATE STRLJCTORAL INSPECTION ' ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOULEVARD � SUITE lA STUART, FLORIDA 34996 772.220�4601 W W W.C9M•E.NET CERTIi1CATE �F AUTMCRIZATCN: 29057 C [W]N6X NpLB! pAfiS41 MYMS$ MS/Ipl pNWI UW MWN, Nq MIN PINPXx MXR 116L MXS NIO [PAYX45 YS IpI 10 & Rvxxuun, C. wua av uwlm ro xr ,weo v+mr x av !GW W LLWLLX uNimaW xlwlll C161 wilwlC M GMS Yx11p ,w,smn am calmx, a csx mcXl¢xxa uc OYi YYVOI[ M PLV. W LLY115 Pt0.0Llw xC4T.4 N Y61ND11 K {A1f2LYW 4M1L 6 ROYWM1 6 LL CdF6A' ,IL YmWF M OY9xFN WxwU1gX V 6XN p41�NXC LLC. PWFfC RY [wNC[NI&. LLt taM1Pogl ai01fi ML [aUtb69WH�mNMTa6IMNAnw.x0. M O}XIUfM 61iyp9E M M WYMu1M R /LL PIfl9%6 xL Y/!FS IwY11ro V91UW N 0.5YII' qOR ocxxo ee a,acs owrcx ouxry ro. pan mxs aaxm n aNxa N�aw sue xrs vXN¢,T AA`AA11111111jA,/ � No.7691O �O •• STATE OF •• <(/� CHNiLFS A OAPOFN 0R --�-- DALE namX nmRnm vXarLomu vum w.. rWlo Y[EI14uF'. sm A 709-710 ±llll! TT ami�0 I 90% TAE DaAkmIIOH 9oz LE DOAMX M 1 T i UNITI_7❑9 1 (j COLUMN SPALL = 00 I I '�. L. 1 OCOUMNECK CRACKALL 00 = 00 I I DECK CRACK = 00 I — OVERHEAD SPALL = 00 i _ OVERHEAD CRACK = 00 EDGE SPAL D9 UNITI_71 ❑ --- { , +`� WALL SPALL = 00 j POSSIBLE DOOR - 00 PINHOLE RUST = DO 11 i I r COLUMN CRACK - 00 f + `I t.................� j DECK SPALL = 00 —tt"— -j Lj , { DECK CRACK = 00 -. OVEMW SPALL = 01 i OVEPHEAD CRACK = 00 I ElmM SPAU- = OD WNL SLE D - 00 "tt�lrrSS POHOLE DOOR = 00 ' II PINHOLE RUST = 00 � N. it r �� .:. I- I t—T` I T f �'1 . i�—'-_ I 100% TLE OEIAMINAMINIT La I { ILi jl -'-. _— INSPECTION ISLAND DUNES OCEiWSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERING, LLC 2031 9E OCEAN SYYLEvwp[I - SUITE 1A STUART, FLORIDA 34996 '/•/2.220.4601 W W W.CSM-E.NET CERTIFlCATE OF ALTHORIZATICN: 29069 µGn.Xfq XFRBY fARhSAf P69M3 M/elfP t0Y✓w W tM:9dt o man anPrc Pcxrs. mEy Rxa zro quwPus of xm to a aRWwW PwsAm, mlw.mcsscNo to xn llPw vunwun EaN w rwuv mxrmw rinun lwl ®rPvma a n ass rann pasmr mo m:¢n rc rn Iru:¢nc uc ne muuun. m[ mus. xe flmrs v�lm x� vet m u"m� ¢ wi Eo PE�u��w na�w w v`�w, is av m� waiar � raver nE rema wiuomumY a rn f:ammlwc. uu A91 [MEwEERX4 LLL IX%@MI RPI6 440GKKM SxYtHKOmxP(TUFM Wa4CIW. M @PCLLtM 6 M1� fCP M (WAvu1M 6 4L [up9FY PLL ffYES MIGim RP,N110 ESYII' ROR aepeY m auaFs owax PUYn W: Ian m.s amm m: awW 6•pLv xrs woEa A AAA'' \`\\\IIII111 v �)� Q •• STATE OF • �C/� CINRLES A DAROEN JR DATE R4L1 PEf6pPW pN�1W PG4QEM ,O. )WHO SxEEI xwE' MR 1: 801-802 IAII Nt m UW NEPAR x N } I� ox nlE Dt1Au!NATwx ox TILE D naN I II s^' ! i ij Ii ai I UNITI_8❑2--- _.. COLUMN WALL x 00 COLUMN CRACK = 00 I DECK SPAPL x 00 ! r* DECK CRACK - 00 - !.t_ OVERHEAD SPAM = 00 { aNO�E SPALDO � = 00 L - WALL SPAS = 00 -- UNIT: 8❑ 1 "PINHOLERU" =00 '...... ...-r COLUMN SPP1L = 00 i L __.._.------ COLUMN. I I • CRACK = 00 DECK CRACK - DO Y' ... DECK CRICK - 00 OVERHEAD SPALL 02 EDGE FAD CRACK - DO I� EDGE SPALL SPALL - DO \ POSSIBLE DOOR - 00 PINHOLE RUST - 00 I! I I EN I I l .._..._ � �� 1 I i 7 L. }j{i 1 t } 1-- �`_E I No. 76910 IGl I! I is I� 1 t 1j I I�ii H7 0 II i STRUCTURAL STRUCTURAL INSPECTIOIJ ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERINGs LLC 2C181 9E OCEAN LRCYLEVAR� - SUITE IA STUART,FLORIOA 34996 ��2.220.4fi01 www.C3M-E.NET CERTIFICATE OF AUTHORIZATION: 2905•! m[ [ruxse •u[ar omRnW nrswR ws�m svvu uv avmGw 1D DmFfl iroPGl1 %XR TEq PMR NID LPPWXIGS YS WI10 Df wmwam. duC[4 aiIED. CN 654GIro ro •m' IwPO iaitt x xn rar a uwxsX mursonw Xnsur Iw,v awww me uvRss xw6Rv �+6svm 6vD GaFtN a 6S1 vcxvun+u uc 46 0.UOLq XR 6V. YD RXXS NtlSWArm XfAR 6 M iw m aim w�n un vo � uG s�imri R�ivnun nun ue vm4u wimunw a [v fxmawc uc LSL f16�]W LLG MTIDi nOID l6 w o=[xuoxs sxul x nvuED w M m4 ar m[ awmaw. ce wxmamn a Rsrox�6 mX m[ caamwmx a,u mwsms. •LL aufs wu�m rtnx �a es'.ir oars Drasu uv aw66s us�v Dvxv n �uv mvs Gx4ik0 BW. ply6 a+ax sus xrs rroal 1. • No.76910 —_ �� •, STATE OF • !(�� : i FLORID;•. •'�U,\=� CIwtIFS A DARDEN JR rinm.66W V14 Finasvw 41a6m a ma�o s�61. 803-804 li 7-1 nLE DEW.IINATION ! 10% RE OEIAVINATON ROF lu 0 INATNIN ; �� i j l I I ' �I l I II UNITI_6o3 ___ UNITI_804 ___ COLUMN SPALL - 00 ! COLUMN SPAL = 00 1 COLUMN CRACK - 00 I ! C DECK MSTALL = 00 DECK SPALL = 00 i DECK CRACK a 00 DECK CRACK - 00 OVERHEAD SPALL = 00 OVERHEAD SPOIL m 00 OVERHEAD CRACK = 00 OVERHEAD CRACK . OD EDGE SPALL DO EDGE SPAL = 01 WALL SPAL = 00 WALL SPALL . OD POSSIBLE DOOR 00 POSSIBLE DOOR OD = PINHOLE RUST - 00 ( PINHOLE RUST OD it L_ I II I I I I iI . III IllI (_ L — I r—t--I *� A t L ..... .. . ..... ....-i \�„I IiII STREI CTLIRAL INSPECTION ISLAND DUNES OCEAWSIDE I 8880 S OCEAN OR JENSEN BEACH, FL 34987 ....,— —il.. I — — r l w • 30% TILE DRAWNADON R01E TILE OOAI@U110N l _a❑5--- UNIT: 8❑5 CgL101 $PALL . DD I COWIDI SPALL . OD COWNN CRACK 00 f CGWNN CRICK . 00 j DECK SPALL = OD I j DECK SPALL = 00 DECK CWCK = DO DECK CRACK 00 • OYFRHEED a = 06 9hAfIGO SPALL v W OrT101E1D CRICK . 00 I OhRILIIEAD CRICK a 00 HALE WALL . u EDGE SPALL 1$ WALL WA WALL WALL W L W v \ \\ P81DIE DOOR • 00 I POSSIHE ODOR � DO- \� q S UNIT, AM" RUST = 00 PINHOLE RUST 00 \, ZORM 1111101 ISLAND DUNES OCFAWSIDE I 8880 S OCEAN OR JENSEN BEACH, R 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE GSM EN GIN EERIN GI LLC 2C81 9E OCEAN R[IYLEVARLI' 9111TE IA STUART. FLORIDA 3499fi '/�2.220.4601 www.C3M�E.NEi CERTIFICATE OF AUTHCRIZATICN: 2905� ME FlgXpp NEI6BY f)RkSYY xFSERII NS/Na fOWM1 W f6N'Pgl! Mi0 %MP [Pro[Pry PoLx15. M[Y Nufi /NY WxwuS Y2 x]I ro & R�Sx[ro. Lam. row. � �tt� ro aY MIM RYIM1 5 A� [ml a uwru,R xxusmm nllon iY51 ae«wmc m aM�.rolti, R9�1, MO LpHMI R BI aQ�C4. LLC 116 ffMMI..M 6W.4D f6?5 iwpMY} iro xFRlx. /S W µ1Mn¢N! M fiIDf[S[q'ut 4RM1'C 6 M4NPtt R LSv a7w[ww, ILL x 5 x0! 10 B[ u5m w mbl[ xR L�RAfl fOR un' 011ff �[ll bXO:R M[ rxma umwwunm % acx[uwc lu. pl [IdFf&v4, LLC (%�11 GTI6 wl e[ rExrcx w n¢ rm eY n, mxre,c,w. nu �xreelm��snwse[ �,a aa'm,.mx or`AA waaxxa m wus wrum Rnlx «o ssnr ROR o[s�[o ee agars owRx wavm E. auRa ama scut xrs [mm 1. `\\\\11IIIIAP7j ��\ �'• \LENS '. CC,�, i _ No.76910 — �� '• STATE OF • 1(7�� ; CHNiIES A 0AR0EN JR gam XAwltam FwRSSaxv wmun ro. rsvio sen Lw 5x(R 1: 807-808 1 � W OA our- �� I— T /ixm wwoow ou LEI F I IDOL �IE DFIAII KARON I� 20% P DNHINAPON j L j it II j UNIT:_807 UNIT:_sUs___ I� COLUMN SPALL 00 COLUMN SPALL - 00 COLUMN am = 00 COLUMN CRACK - 00 DECK SPALL - 00 DECK SPALL = 00 DECK CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL = 04 OVERHEAD SPAM = W OVERHEAD CRACK = 00 OVERHEAD CRACK . 00 EDGE SPALL = 04 EDGE SPALL = DO ' WALL SPALL = 00 WALL SPALL = 00 POSSIBLE DOOR = 02 POSSIBLE DOOR = 00 PNHOIE RUST = 00 PINHOLE RUST = 00 j I is 1 I L ..._.-- - - --- - _ �Y {{ r - EI� .i.E I Lill Ix STRUCTURAL INSPECTION INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34957 Csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2CB 1 SE OCEAN BONLEVARD -SUITE 1 A STUART, FLORIDA 34996 '/�2-220-4fi01 W Ww.CSM-E.NET CERTIFICATE GF Al1THCRIZATICN: 2905'7 µf fNJxFG xERBY [WS1Il1 PEYRfiS M/xFA t0xW14tl OAp.'Xf 0 OMfl PrtP(AIY PoCN6. MfY PW5 u,0 qu'[uv.5 xvF Ipl N Y[ IQFApL[f0. cWIRm. cOWO. W U9".KY IO INY XYI9 vNn H IM 40CI Pl4W.vFx MY9AWY Ix11N14RI ®W W41Nf D�4 Ndllp Metl;a�.wo mane m m Dumvc. uc ns moan, me ua. w R9T5 o,wwmm xvmn a w maPmmrt a PwrDsaw rzmtiF, rs wmlwn D ml ewwTma, IPo uD rs nor to R uRo m moo aA w war rw urc o1MA rmxn nlMul M vAllld uiI1NPoLMv R [Su MEMfAw4liG. q D(143&Y. LLG 6R9]II OA I6 �Xncxyoxs s,uu M Mnirm n eM mo w me mwaro. nu mum n MSMYSeL mA rM mxm.•mx rc u wuiwxs. ML ffXfS vK1101WYN Po 63Y11' ROR tt94MY 6I: PN96 Pl0.'£N YGM, af. eONY 4OX5 cxu.m N, cwaa owcw mu: xrs PAtl[Cl/ ``11\1111117A77 F No.76910 �� '• STATE OF � • i(�\ 7A1n I1L1A CHNilES A OAROEN JR DALE Ra%NPoslmm rmmsaxu ux«ax w. .IN sxRe L. 809-810 f q 1 iL,4u 4 1 I �.i ROF IlE DEi WAIION 90E 111E OUNW,4➢ON �•_� tj s' O oL J.iiUNIT: E309 CCLUM SPALL - 00 COLUMN CRACK = OD f '. ...{ DECK CRACK = 00 i i OrEAIlFAO SPN1 = DO �OVERI D CRACK m 00 f_ -i ..�i WALL SPAIL .00 UNITI S 1 0 __.._,;::% CO I POSSIBLE DOOR 1 I PROOLE RUST 00 ' ODUUMN SPALL = OD I--� COLUMN CRACK = 00 '— y �,I �•I DECK CRACK = 00 r `.... .. �� DECK CRACI( = 00 j J OKRhW SPALL = 07 OVERHEAD CRACK = 00 ..... EDGE SPAL = 21 \\ WALL SPALL . 00 POSSIBLE UST = OL / l PO S19L RUST - 00 1 it I II I I -r — {}} 1 f i / �11 , Hj 901< 7RE DEIAHINAliON r' . r`O STRUCTURAL ISLAND DUNES OCEANSIDE I 8880 5 OCEAN DR JENSEN REACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERING, LLC 2081 9E OCEAN BOULEVARD SUITE IA STUART, FLORIDA 3499fi ��2�220�4fi01 W W W.CSM�E.NET CERTIFICATE CF ANTNGRIZATGN: 2905•/ x1E dGxRp XEg9Y flFAfS41 Pf5FIM3 WSMII L411,pX 4X WR16N1 INp NIFP VPOPdM1 f6XR. IHS VIMIS 4YY WPWILS AR MI 10 Bf Imo, wacvo mwa ow rsvoxm �o rr dxo vxm n.wr ftN, W YYYQP NWILflW FlI,M IR1 O141Ev4 M pfl1E Xp11EX R9liSYl4�0 fmO11 ff 4SY f11OUlm4 LLC ila Immn. na n.¢. xd ®oa neRnu�m NRR rs nr •61P1Q11I R fl01S41W SfMR.6 RFlVQM1 Q d fl(i'�YL.IIL ud a wl la az um x na[ aN x vurt Iw xm ants Rarca MYI M Nbllfll WIItl341d10f RM dM2P4YC, 11L. all dwu[Xxc. ul Cd1AM1 emu HL 0Egy6 5xy5 H,t6{p x M RN B, M VnN.,UQt M pMNLM 6 il2%�[ @t M Ol0IDM1Ol R ML WDB•S I.LL SV1f5 oLUId Rmrn lu ASMII' npR B•: �W4S GPRN INUNH BY: Ifx pyx5 EhYUN NT MRR WLLM mu xa davn A ��:•'•�\GENSF�'�� No.7691O = ��T •. STATE OF � • [(/� [FWiLFS A WiOEN JR — UAIE RP1ANdedm vvar®owa deem w. rsvm dm xua. san A 901-902 s f # t.. l I f l t I..,_ r t I�. SOS TILE DE LINATION J ! OS TILL NATION I I T I i I UNIT:_9132 _ I i !._I-_•. COLUMN SPALL = 00 COLUMN CRACK = 00 DECK SPALL = 00 ! j DECK CRACK = DO OVERIM SPALL - DO I- 1- 0VERI1FAD CRACK . DO EDGE SPALL - 00 WALL STALL . 00 POS93LE DOOR = 00 UNITI_9O 1 PWiDIE ROsi , r -- COLUMN STALL = 00 _ p/�• COLUMN CRACK . 00 '`' -"-' -- —; � DECK SPALL . 00 DECK CRACK = 00 I I OVERHEAD SPAM = 10 I / Offl?HEAD CRACK - 00 1 l \ EDGE SPALL = 00 j WALL STALL = 00 POSSIBLEU00R = 01 PIN HOLE RUSE = 00 � I! �I I, I' L .IR(I,i. 41 1.1-11F Ig I I I - - - .- .... QI , j.,.. SOS TILE DEWJINAnON 11 : I I I I STRUCTURAL INSPECTION STRUCTURAL INSPECTI❑IJ ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERIN GI LLC 2081 9E OCEAN BOULEVARD - SUITE I A STUART, FLORIDA 3499fi 772.220-4fiC I www.C3M-E.NET CERTIFICATE GF AfITMCRIZATGN: 29C57 ME FNGXEU IQgBI D.E. P(gR4S M/1M f0NW14N fOMELXI 0 Mlp WJF(xly p:MS IICL %µ5 /Np dawrtE AY Mt ,p BF .%VMWllO. fwKFA S4Y0. 0.V 4L41.FU 10 utt ,luW VNM w utt mvv a uvXaN rwransA n�wm WaE fewww ce PRPSS vwnEx RWRSa� aro mxm, a tsx urnuRw. uc n¢ omASw, n¢ ua, w ®5 xmamm � a w MIP}BII a N6f4a4 4MII.511NOI1, a lL EtOKW'E. LLt .AS W,m&Ipp.Nnq[aw w=n onax vewEa MLI IIE NRllp INIgbU1M a CSV {xtelRXmG IIL. CSN [1FW[[911L. LLt f61fid10N16 tOmu[M 6 0.LOCef iW M ¢O¢wRN 6 4t LflN%SM ILL $VIE$ v94•R RAI•w N 55Y11' ROR a94NFp pf pLL%f5 WARM pPAxN 9Y', Idl @XS d[V10 a. pW4F$VgLx wlE: xrs viola A R�F Qce Ds F 111 I . Ti 1 i !' OS DIEIOEINJINMON 40% TILE OELAIANARON II I l UNITI_9O3 UNIT, _9_134____ — _ is COLUMN SPILLL - 00 COLUMN SPILLL - 00 j COLUMN CRACK = 00 COLUMN CRACK = 00 DECK SPILL . 00 ( DECK SPALL . 00 DECK CRACK . 00 DECK CRACK = W ! QIhWIEAD SPILL - OD 0VERrM CRACK a 00 EDGE SAA CRACK - OD li WAGE SPALL . 00 i EDGE SPNL = 00 WALL SPILLL . 00 WAIL SPA1D • 00 POSSIBLE ODOR - 00 P0HOLE ODOR = 00 P00101E RUSE = W PINHOLE RUST = 00 i it !) 11 I I II i 14 11 ........., ..... I I I i I ..I ...� y. 1 INSPE CTI❑IV ISLAND DUNES OCFiWSIDE I 8880 S OCEAN DR JENSEN BEACH, FL J4967 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOYLEVA0.0 SUITE lA 9TYAgT, FLORIDA 34996 ��2.220-4601 www.C3M-E.NFT CERTIFlCATE CIF AOTHCIRIZATON: 290EZ/ ME EMxfEO HHBY EYVAf$4Y fll4MS M/NEF <OUWry WY LWMLirt 0 0� vragrn qLx¢ Mx nuts exo Haruxs x¢ ml m eE mHPrawLm LwuzEa rruvn m rsuxso ro um afro vum w u,r mu re .vuux wrnum nuwl PaY HYwvc M Ew¢ss vHrzx rtaPssHi mo mXVE a cw arn�<ac � g4Ypr. M oua uo Eams vP�vum � u w iEO Ham � H��w•v�wn��Y mxw� M rmim, umwwunw H of ExmEErwc. uc. CL [XEWLERXL.IIL D]PMLxY WOIfi 4L 00BL/69vHH•WIOxMTOTMOiMM]0. M m.'IwLIM 6 45PYAE IOt M 041xY1M H ML WFlGp6 4LYlllkS bSCIR P[raw N 05111' ROR HZNO BY (lag6 N.@EX q4M, 0f: I[M Wn5 YEpO F MN6 GRx w,f: Xrs np4n L No.76910 —_ �Q '• STATE OF � • 1(/44/ OID REP M RMAR t jo foI M-}q rl i�L1��❑1 �L�l11 zI, ��.,. Ox. t,, wz taE mAlawnax ox ILL 0auolun0x UNIT;_9❑5.--- UNITI_906--- j 00um1 CRAll - 00 I Camw CRkC COLUMN LRILK . 00 DECK CR.YI( = 00 - DECK VAC . 00 DECK CRACK = 00 DECK ADS - 00 I DECKVXR CRACK = 00 OITRNUD CRIVXPALL - 01 ( Clu" SPALLCRICK - M •,'\ BUZ00 VD OReLiL . 00 RTALE.IO CRICK - O0 EIXi VAIL - M EOCE 8NL - 11 M SE D . 00 W.VL SPNL - 00 PINM DOOR . 00 ROSSRL DOOR . 00 M PINNIXE RUSE . 00 � ( RNHOIE RUST . DO \ l e �. 1 l STRUCTURAL NAL STRUCTURAL INSPECTION ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOOLEVARp - SUITE 1 A STUART, FLOFIOA 34996 ��2.22C-4fiC 1 W W W.CSM•E.NET CERTIFICATE OF ALTHCRIZATICNI 2905T µp4X[IP MFRBI [w64, x(YF.II:RMX fOUM Wv pN1Atx! 0 DUMP waEPn Pcxrs. aEx vwK mo wuwnvs u[ xm m rE rswmuaLL cwcm. mvfo, a �sc:Ne Io un mPo vum w.wr rWJ M uweFA muR[lIW m1:M iT61 fHfur= rv[ p40.4 YA:IIp vrasmx uo Drew a csv w¢nvarc. uc P6 aWp:I. d[ R%. fO l@}K NVfIXVd XpFw lS NI uc uo rsN of Io eE ��im�omEEw�PI�, M MF YPIIIp: WINWUIip, (( t5N EMiK[PIK, LLC lL lMRAxG LL<QNbJw ogl6 a omuNwK 1 I - DOOR OUT i l ' � ( (UADAMAGE) FLAiD WINDOWW OUf � �" � ' I � �,t� •. !I 21: n DEuuRunox (I OIL n DEUMNATION I! it it i I� I� :I UNIT! _907--- UNITI_908--- ;; COLUMN SPALL = 00 COLUMN SPALL = GO 00 I COLUMN CRICK = DO I COLUMN CRACK = DECK SPALL = 04 ' DECK SPALL = 00 DECK CRACK = 00 DECK CRACK = 00 . OVERHEAD SPALL = 00 I OVERHEAD SPALL = 00 OVERHEAD CRACK = 00 1 OVFRHUDEDCE 00 SPALL CRACK = 00 EDGE SPALL = 00 1' = WALL SPALL= 00 1 : WALL SPALL = 00 POSSIBLE DOOR = 02 ! POSSIBLE DOOR = DO PINHOLE RUST = 00 PINHOLE RUSE = OO I II I Ili 1-1 I ice. 'I I �� I— I _E- Ti IONA — STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 3E OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 •/•/2.22C•4601 www.CSM-E.NET CERTIFlCAIE CF AUTHCRIZATICN: 2905•l m[ [wx[Ew m2p [nX[s%, atsvrvR xs/rsX wuum: uW wna[xl NI OIXkp ppVFPry PoEXR PQ;% PNIS ONO WWWES WL MI 10 a I�IG'uCw. DUKL4 aAfO. OR ASSY.YO ro AYI WO PWtt W An 10➢, a welYP nu15'Ap e,XMll1'A, wlu:wt M p:'4i5 vanes wa,ssa am mWaN[ a m, o<xLry uc. ne oonmm�.11¢ m[u uu asws Xmrvvalm xpm a r xnaAmu a alaw%xu vmxc rs wmvw�n vaapwc. uc �Ra wwmw[xOiu[lew �xmoa` u�iw rcaisu wcuuXwc a� wam �:: wurcwm. [u woman amlc ML OF/Z59WLa�t➢wMTOT MdxINLl0. M IWINLM 6 �E wF M WIRJ,wIM a ML IN09N6 a sous ixwlm v[wxx m 4snr pars onoN4 p: owus a �N ov.,r m: mxr avn su[: xrs [wrn 1. A. DqR� No.76910 —_ �O �• STATE OF � • �� SS/0NA�,E�.\. CHARLES A OAAOFN JR DATE naa%aemwm vracsax graum ,a rmlo rm xwe 909-910 -� :. I r 401f TILE DFWIWATKIN I lox 11fE DRA"TION .-._-• -i i1 /°��\ I�i t li •_• II Fi I UNITI_9o9 I , ,{ I� COLUMN SPALL = 00 .14 COLUMN CRACK - OD i +1 DECK SPALL = 00 DECK CRACK = 00 , 1 OVERHEAD SPPL = 07 [,OVERHEAD CRACK 00 PWALL Spa 00 OSSIRIE DOOR = 00 PINHOLE RUST = 00 { ' COLUMN SPAll - 00 Y ...J : COLUMN CRACK = 00 DECK SPALL ......:._ - j DECK CRACK - 00 \ I'1 OVERHEAD SPALL - 16'`j-j l �0'JERINAD CRACK E SPALLm OL • 17 WAU. SPAU. - 00 \ PINHOLE UST - DO PINHOLE RUST a 00 II I I f J� j j 1 OLD REPAIR ce I � � ,' jj I 4 T 1 50% TILE DEUMINATION 4'.�� \- II I ' Im I ISLAND DUNES OCFANSIOE I 8880 S OCEAN DR JENSEN REACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGIN EERIN GL LLC 2001 BE OCEAN BdYLEVgft[I - SUITE IA STUART, FLORIDA 34996 �'A 2.220�4fi01 W W W.CSM•E.NET CERTIFlCATE CF ALTHGRIZATON: 29Lfi� mE fMxFLx xEft81 flnh34v IRSEIM16 WLMEM tWIM 4M fOwAI4N1 uro mxd vxovExn ttxrs. n� vuxs uo wnWms ca Imr ro eE nvnowEm. fxuuo, wvn. w uscNn m xo vun n un aw, as iuxxEx.wrsnvEe.mwe rvm mm nE dw5ss.wmx RV `Sa ND OM4n xw em•a�. xE 5d� ,>o � x5�� x� a •n MIAINn! V IINF4pW ¢W[F, 51M.bd11 Q [91 OdfWC.11f .�n5xor so Rum.n nuL oxw vu rm as ana rrolde Y.II WI M vMlld 41Gg9Ulry1 (d (41 dWEfPN411C. fL LXEmEEnXG LLt DNJ4N1 eNie MI Yb9LM 9WLHrt0mH�RW�MON1 1M M Ltl110.CIW 5 ANlil`Af !W M 6 ML W0,•ER nl sreus ww�m vrmw m ea'vrc rtors IXSWOR fxW6 �, 6Nm,p Ipn p/.M OYOIDf.: fxYf6 fa4fl, t�f: »rs wNE� E n IIAAiAi \\AA�AII Fiji � �p '•, STATE OF � • �(/� ��NAt CHNilES A OAROEN JR DATE ..NI W. 1.1.1 Sxffl xwE' �R 1001-1002 OLD REPAIR = I( el II' li 4t�� EL Q . f0X THE D 1pN W): 1RE dQAMIHADDN r� �I UNIT, 1 002--- ..-�I COLUMN SPALL - 00 i COLUMN CRACK - 00 DECK SPAL = 00 i DECK CRACK - 00 ' OVERHEAD SPALL - 00 t (f OVERHEAD CRACK - GO EDGE SPALL - 00 WALL SPA1L - DO POSSRIE DOOR = 00 UNIT:------ II PINHOLE RUST -00 1❑O1 �. -- .. .......- -`--- COLUMN SPALL • DD "'1 {-` COLUMN CRACK i�._.........-._) . G0 i DECK SPALL - DD 1. DECK CRACK . 00 y/\ OVEAHEND $PALL - 00DIERHEAD I RACK . On EDGE SPAILC - i i \ WALL BSPALLLED - 00 1 PINHOLE DOOR = 00 �i ! PINHOLE Run = oD � li iA. F I I 1! }.No. 76910 it 1iLIM f r�rrj d IOS 111E DOMINATION Q- r rl H . _ --_ STRUCTURAL INSPECTION INSPECTIOIJ ISLAND DUNES OCFANSIDE I 8880 S OCEAN OR JENSEN BEACH, FL J4957 sM ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 9E OCEAN BOULEVARD • 9111TE lA STUART, FLORIDA 3499fi •1�2-220-4fi01 W W W.C9M-E.NET CERTIFICATE CF AIJTHCRIZATICN; 2905� M[ [x1vR[ KPEBY [Wh34f Ff4MF5 M/NFA WYWX 4N pPAMwf W OMFP 44iFR1Y PSxrs Rf P.VS 41E aMN3 lAF 1p110 N uvQousm uw<sa Eam a useRa Eo xn Mixo >um w rm lOfu fP YW14P WISC6fN BINYII IYSf QIMYXG M PPA35 i1911p Rasa wo mxssw a cr oaxRa,c uc ws aawgr. M caA xw omxs wmaaww �. a.Y � to eE�ism w way[ as w e�a um ow a°�'aimao nRxnn M Nxmp NmwwzM« a nu emcwwue. uc esu swr¢wQ. uc mRxw� Hole �0pHY3 LWLQQOmx M� qT� �Pu[PA M M1L059L M M ML lWM6 xi s us iQu;m RRlun I= anir moors OESexE� A: Ox0[S 0 1fN LMvn 8••, INn UWS IQGID P: L�xO[S aRX `\A�T\11111 , D GEN@ FR�F2 QQ`,• � No.76910 AQ •• STATE OF •� 1(/�� 0NAL QNAlES A DARDEN JR DATE wro Rmrtmo vYv®oxA mmax moo. sam s.Ea xwe. wan F. 1003-1004 }l Ij nu: D iN.onoNJ i nnn 40% CIE DELAMINATKIN i -I I 50% THE UWADNATION li j UNITI 1 003UNITS � 004___ COLUMN CRAM = 00 COLUMN CRACK = 00 COLUMN CROCK = 00 COLUMN CRACK = 00 DECK CRACK . DO DECK MAC = W DECK EA) S = 00 DECK CPACK = 00 OVERHEAD CRACK = 00 OVEISEAO CRACK = DO OVERHEAD CRACK = 00 EDGE SPAL a 05 EDGE SPALL . 02 WALL SPALL . 00 WALL SPA1L = 00 j POSSB E DOOR = 00 j POSSIBLE DOOR - 00 PDdIOLE RUST = 00 POMOIE RUST = 00 II 11 ZI. L { �a I STRUCTURAL AOR TILE DEIAIDNATION UNITS 1 005 COLUMN WALL a DO COLUMN CRACK v 00 DECK SPALL ° 00 \ DECK CRACK . 00 OVERHEAD SPALL a 00 \ SPAL -PACK v O0 EDGE SPN E a IT WNL SPALL . 00 POSSIBLE DOOR . 00 PINKIE RUST . 00 OUT WX TILE DOAMRIAIKM UNIT: 1 006_ COLUMN SPNL v DO COLUMN CRACK a OD DECK SPNL = 00 DECK CRACK = DO O0IlFAD SPALL . 23 GAMEAD CRACK v DO EDGE SPALL v 14 WALL SPNL . DO POSSIBLE DOOR . 02 PNNOLE RUST . 00 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE GSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE 1A STUART, FLDRIDA 34996 772-220-4601 .w..CSM-E.NET CERTIFICATE OFAUTKORIZA-"DN: 29057 mE rmxEw R.HBf rwcssr ADrxn RVxEA muwx ue wvmrxr wo oMx mwrAn atixrs. mIa E.as ao Ruruws urt xm m R PE4fmYLN GWfEO. fOFID. OR vSEMD 10 HIY MiFD iWll IX NR NAI Cp uWMA wF1AVEp FMVII {Rl (Bluplt IN[ b{PF25 vAild ifb,4'M MU N`ISdf tl CV Mil@RC. LLG 1,6 rtdgll. M[ OfAt Nn LQ'YS Ntl91VJ1• I>w{ 1S M � aMp6R6�x0! 0 R ��q cY[ pP H NR OIIfP NL.Rf FMWI mC vAl„p INILL2UMW tt CY M6Ff➢IFG YC f5Y [xGNL[AI,W, LLC IXVFIpI O]016 NL[e6,0)59WLHHAlDF11(IpO 9YM WIP!fIDL M R'.vmMW 5 R9PS8L M M R1R,xRN 6ILLWMiX uY style Fxrw,m vemw ,a ea>t,r Rors aveao e+: pwus oamex oxum er: mxr mxs aawm a.= DwRD o�. eeYL xrs wMU I �s A. DARE F ��:•'•�\GENS, No. 76910 =_ QC� ~Q•, itu STATE OF ZONAU IE CNANLES A DARDIN JR DAME nary. mmre�m Noraaveu auao, w. ra9,o WO wa smi 1005-1006 STRUCTURAL INSPECTION ISLAND DUNES OCFANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 C5M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE IA STIIARTI FLORIDA 34996 772_220-4601 W W W.CSM-E.NET CERTIFICATEOFAOTHORIZATION: Z9057 m Du. ' wan UMCC r. R[Awx o(wd uw mmsw un omd RRvmrc R(xrs IRs Nna do aawwcs a¢ INI Io e[ (nvmm ( av rs la Nr Iwm vDR N 4n It. FRU mw a wnaN w.neonm NpNm rvm awrea N[ wau xdrtx W vRvam uw (a�anl a nv d(xarx. u(. nm omemil. me Ndc 4o asm wawwam xvm. u a .smua a woTeww sanx a mvmn a of ooN[ae uc M0610110 8[ IGm. N Otlt Oi N>Mll 1pl NR OYq RtlM1LI NXNP M Y Id u11iWRy1 a dl dO� 411G (yl pYABFAW. LLC 0.R9ilI @Olfi 4[ N'kNSVM [IWL R 4-1 IX ME fiEN n II( (OXI0.1(Igt rK (6'SM1x(Nt 5 RSrOx�[ NX TE NAaulgv a NL MFMSw'S 4l swd o5Y'1im wnw la asT�r Hors Nswo n: awa ovvN oNN� n: mxI mxs rndm n owa oven swc xrs vnorz(I I. \\``111111111��7j/ DARE ��'•. �IGENS�C` V No. 76910 i �0 •. STATE OF : • !(/�� i •.•FLORID?'. •'•�,\_� OWLES A DARDEN A _—_ _— DATE ILLVL1AgIVID 10ISIDxL CYON NI. ]NIO SrII1 nnn dDII 1007-1008 IUS 7RE OCAMMTNIN 11 50% TILE DELUIINAnON UNIT: 1 009___ COLUMN SPAIl = DO COLUMN CRACK - DO DECK SPALL = 00 DECK CRACK - DO ' OVERHEAD SPA31 = 00 OVERHEAD CRACK - 00 SPALL wa SPAAi =000 0 UNIT:1 ❑ 1 O POSSIBLE DOOR = 00 -------- PINHOLE RUST = 00 : COLUMN SPALL - 00 II _ -- COLUMN CRACK - 00 DECK SPALL - 00 .._ .:..( I DECK CLACK OVERHEAD SPALL - 00 - 00 OVERHEAD CRACK - OD EDGE SPALL - 13 MALL SPALL = DO POSSIBLE DOOR - 00 PINHOLE RUST - DO 1 30% TILE OELAMINATION I� I 1 J rT STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 r msm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENSINEERINSI LLC 2001 BE OCEAN BOULEVARD - SUITE I STUART, FLORIDA 34996 772-220-4501 W W W.CSM•E.NET CERTIFICATE OF AUTHORIZATION: 29057 Mf pgXFW XfRp! ryA1}AMPEY1f.E5 NS/NFA t0uW1 WI L6tAgl! YN OINW iMPE11M1 MGNR. EY VLWS x,� IX4NINE5 OAE Ipl N $ xEwmowm cwxcm, mno, a axNv ro a+ mw Pwv w rm f001 W uW WA mulAlWv NI,IWI pT /Blunt IK pVASt v9llp P[WGS4N YN (g5fq df d MMQ&G.,IL. Ila omfm,r. M[ LVA w ofsas.SVRan.Rn iwl. a.w KIM,-0� R Rp69lIW 41MC 6 fltlWIY 6 6u ppIFEA'Y y[ m'`roxwn�illiE:mVnw`�'lx"Nw°I,xlN01Em vwisu°u¢wfOA¢n Nia� aam csu uswww uc wnmll NM6 ILLML® u96yWf rE,VRA 4FW 8,M(Onu,O0. M 61✓dR f IM YQ 0.p1}uIM T 4L WFMI)S ILL YNES WIGRO PP.IxN N LSYII' PILR \\\\\11111111//// A. DqR,0� / No. 76910 ,Q STATE OF �tu //i1I11111\ CHARLES A DARDEN JR DATE uffr xx¢. 1Rm1 1009-1010 11 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE' I 8880 S OCEAN DR JENSEN BEACH, FL 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN G6 LLC 2C81 SE OCEAN 9DLILEVAFD • 9111TE IA STUART, FLORIDA 3499fi •1�2-22CI-4fi C11 W W W.C9M-E.NET CERTIFlCATE CF AUTHCRIZATICN: 2905./ µDIIxF[II xFl®Y EV3tiA! x(gM1S MS/Xm 40WM W L0.NFAl! o GLw wWLxn wcxrs. nusL wus mo au.wu u¢ xm sr 6L A. �Nm6xw:so mim, ua axwo ro un �wm vrxn w urc F4nx FlMW war Gsmac na aasu rxnia 6w6ua mo Waml a m DtxmaL uc ws WcaOq nx m[u uo seas vnavvnm I. a rr wrwmr a wmrasxwu smtt, rs vxanmr a csr LmNLm'G u< o s x=nG D u� rnmL as w run La ua rrar waLa YIMm11NE vMllp INNRUIIry1 fY LS4 LXEwFNmG LLL O, UBIffO1C LLL DY1bIN1 O3016 eY 0wENLN6 SxW H Rq Rp M TIE MEN w�aM. ME WNIF[M 6 RSRHIDE ,M Mf Of ui sera rmu�m :mux m sst,r Hors xEncxm s: a,na wma oun ar mvr Wws a u�x svm xrs wa6n A `AAAAruulrr,� A.•DgRQ�., ��•\v�s V • No. 76910 �� '• STATE OF •• ((/�� CNARLES A OAROEN JR OAiE nxlmn ncrsrtNm rxrrzsvoxu Lwnum m rmm 6xER W4: 1101-1102 Pr = F-- = r r �—r I DooR our 1 fI Fl%EO WMDOW 0 1 3_ tF .1v 1 t Dx nLL D µAnoN lax rnE EuuuunoN (! _ I I I i. ! 1 UNITI 1 102 COLUMN SPALL . 00 l i 1 = COLUMN CRACK . 00 DECK SPALL = 06 DECK CRACK . 00 OVERHEAD CRACK • DO EDGE SPA . 002 0 I...:T t UNIT^--_e�_-- POSSIBLE DOOR .07 - 1 1131 1 RIUKJIE RUST . 00 ! III' COLUMN CRACK �'I COLUMN CRACK • OO .—....—.._. — . I I EJ' DECK SPALL = 00 4-p( DECK CRACK = 00 j OVERHEAD SPALL = OO OVERHEAD CRACK . 00 1 I EDGE SPALL . 07 t I WALL SPALL = OD j POSSIBLE DOOR = 00 PINHOLE RUST • 00 1 ! .- ... ,.. r f I I01,11"I. ----Es - R�l } Ox BILE DO MINA ON .I_ E II I ,I ❑ I I INSPECTION ISLAND DUNES OCEWSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 c:sm ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERIN Gr LLC 2001 9E OCEAN BCOLEVgRO -SUITE 1 A STUART, FLORIDA 3499fi ��2.220.4601 wwW.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 2905'/ MC [wMRx'q[9r [vMS4V IM1YNhS wC/KM WwX' UV OIMw:xl �Ria%WD, YiwPO wNYL0. [ME0. On 65KHm 10N� VMIY'-0N unrs raw w wwxEN wrsmm wnun rrm wi,wus nE uvnss mna R9R9M Y0 tIX6p1 w d MwR1�G.11t. ns owwva, nE w.L Nw wsas umwawm waw a Yv M1RJ.wil w 1W24/W 41MC 6 NI]Iwlr w lL Wlf[VnL ILL 4Y 6 MI N BE U40. w NqE W N ]Nil fw YY OMEN Plgl[O a[ na •Nunn wwwmex w au [muuRNwc. uc au RWwfW W uc wnaNn elms 4l EaOH/69WL w,WEOw MIpp BY 11(0.NIW[i0. M IXxINLIW 6 wLpl�E Iw M @R,x14N w MLWfl9}2 NL sous iwuim vENYn m Nsylr nors N[Nc�YN m: ulna wm[x wwN ar mY cars awm m owea amN swc xrs mc¢iA � No.76910 =_ i�Q '•, STATE<(/�\ E�.• NAL llllllll\\ [HVtlES A OAAOEN Jfl-----_-- GATE nww Rmmm eNa®onR vwY¢v a rwm m[N wx. sY[r I 1103-1104 1 � I ox n1E OEIPMINAnoN ox n E DE AM NAmN 1 r it UNIT: 7 03UNITI>>_-- _ COLUMN SPALL = 00 COLUMN SPALL - DO COLUMN CRACK = 00 COLUMN CROCK = 00 DECK SPALL = 00I DECK SPALL . 00 DECK CRACK = 00 i DECK CRACK 00 OVERHEAD SPALL 00 EA = MERM SPALL 00 = OVERHEAD CRACK = 00 I OVERHEAD CRACK = 00 EDGE SPALL = 02 EDGE SPALL = 00WALL SPALL = D0 WALL SPALL = 00 POSSIBLE DOOR = DO POSSIBLE DOOR = 00 1 PINHOLE RUST = 00 PMOIE RUSE - 00 j I iI I EN 1 � 4 — -- — a — f 17 -- J 1 STRUCTURAL 10% IRE DBAIIMATNIN \\ UNITI1105 CMD1M SPAM = 00 EDWNN CRACK = OD OECK SPRL = OD DECK CRACK = OD DrF EAD SPALL • 00 DrFRHVD CRACK . 00 MCE SPALL W = WALL "WNE SPNL . 00 IAMSM DOOR = 01 PMMDIE RUST . OD STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 54957 DID REPAIR j '--` csm ✓ ENGINEERING 109 RE DELVANATION UNIT, 1106 CHUM SPAIL . 00 Colm am 00 DECK SPAM _ W DECK CRACK = 00 DVERHOD SPAN - 00 OVERHEAD OOCK = 00 EDGE SPALL = 14 WU SPALL . 00 PJSSRE WOO .00 PIIIOIE RUST 00 CSM ENGINEERING, LLC II 2081 9E OCEAN BOULEVARD - CUITE IA STUART, FLORIDA 34996 772-220.4601 W W W.CSM-E,NET CERTIFICATE OFAOTHORIZATION: 2905./ AL wl[s wacum R IN m ss'�I NM .NEI I I wm xrs fA6[OI \`��11111IrrA�� .0 �g A. DARE'%,. `` ��:•' V%GENS,c •'F�ii No. 76910 AQ STATE OFR. YONAi- 00 FZORM CHARLES A CARDEN JR DATE 1105-1106 STRUCTURAL INSPECTION ISLAND DUNES OCEANSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B1 BE OCEAN BOULEVARD • SMITE IA STUART, FLORIDA 34996 7'/2.220.4601 —.O BM-E.NET CERTIFICATE OFAUTHORIZATION: 29057 ME EWNFER,TaV t Y REmlm WEIM CRON uw W%wm RN. RRvmrc uxrs 1.. ..E +R mR IR W xm ma Rnmoucm. awua RmsR. w ovum ro xrc IwRR vamm n mm raw a swwx nalmEsm emvn nsl mlwixR a[ E.vRss xanu RAESflA' xiR wrsuu rt m orxmsc uc r�x RRRxmrt. ra Dux.w orv,s �savnm aRR4 a.% r61RJp,1 of YAT[S9llW 4%C[ 6 WYERtt Q lL w]KW<.IIL NU6MI . 1 InnllE0 xv4NMMY 0MFA %A2O nMVl11N .wAal% ti(PoIPPLx /( D. EKYIIPiM. LLC fEY ENLYkP LL:W%. MMl Ml GYw9%69uLLSgfFDx MRm%MIWP/LIR M VNI0.,LIW 6 RSId`8E RN M (IX4AUM1M (f HL LL'flSM xL sizes movlm vurw, m 4sslr vEms Rmu¢R % umaEs ow% v..x %: m%wxs omm %. awa owun zvr. xrs woAD 1 U� No.76910 '• 0 STATE OF ZORID ONRIES A OARUFN A 0.41E RO'91 M4F[1®YRII@RW DIWIIP W )m10 -E: %D 1' 1107-1108 INSPECTION ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL ,34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN GI LLC 2081 9E OCEAN BOULEVARD - 9111TE 1 A STUART, FLD0.1Dw 3499fi ��2-220-4fiO 1 W W W.C9M-E.NET CERTIFlCATE CF AUTHORIZATION: 29050 Mf F::GnffN Y{d6v F1T:gvv X(Yxt5 :5/XEX 4ouWX 4N NMIF:X, 0 %HP VXgNM1 biXl$ I:LY q/n51N0 %A'tt4S AS IWf 10 & �WICO, gNKL0. pAND. M A1FNEp le NR IWPO V19If H YI( FIWI pX LLWXEX MWiEgI Xrtglll IMl WINNK 141 gPR33 MWIIEX nw.am aP rnxNn R ou vAxrrNnv. uc. �6 mfuaq %c mux uo ¢wrs uwamm :wl a w n�w.eN a ewlmw viva ¢ noTnv a Iv vavwc ur. C. ma oNn.. ¢aEaR mX yr aria lm¢n nw ne mna Nn:wum: q e DdII[W uc csu Ea�w uc wnwoa eEme m PX:IXvons s:wf % areo w m nno % ru pYXM%fa. nu WXM,LIW ¢ ISSPoX•ffif fM M OXdIWMX Ef ML WMSgM. 4l SG4[5 4tt11(D 1PIY1 N 0.51111' ft0R 63a.ID Bt PW6 WEY Rex P. M[[[[O R: PW6 WWN NNE XR iP01ff1A �AA77� \``�`111111 A. DgRO � �1GENSF •. � No.76910 = i�Q •• STATE OF :(/� .�• �IVAI. CHSGIFS A OARDFN JRDARE naa amrz® vauasau xvmi a rw�a swn Xxx: Afq l: 1109-1110 {_ id: llti l i ! i i jIIfI I) \I 10% TILE DELMKARON 00z 1NE DFUlUNAtroN ` i o 1 1 09 I:C= i' I! UNIT!-------- ! i' COUM SPALL = OO I7 _I.. I COLUMN CRACK - 00 1 —' I i DECK STALL = 00 DECK CRACK = 00 OVERHEAD OVERHEAD CRACK = 00 .�...., �LSPA :00 UNIT111-113--- 00 POSSIBLE DOOR .. - - i : PINHOLE RUSE = 00 — COLUMN CRACK = 00ii I 1'I DECK SP OD (� DECK CRACK . 00 -T.'[�F+: !, OVERHEAD SPALL = 00 OVERHEAD CRACK a DO01 WALL SPALL . 00 POSSIBLE DOOR a 00 I PDUIOIE RUST = W j I I I I 11 I +. T �I t I }}1 4- / - i xz nIE DOAMILunoP .+, L -T}! STRUCTURAL C1 I D- } _ ; L I_ a !.. Q I II ") .10% TU DOLLAR DON 00S 1RE f INAPON 12❑2 li UNITI-------- i.—II COWNN SPAL . DO (I DECK S CRACK - 00 i DECK IN CRACK: - 04 DECK CRACK = OU �I OVERHEAD SPA11 = 00 ; OVERHEAD CRACK = OJ EDGE SPALL 00 WALL PPll. . 00 1�I POSSIBLE DOOR . 01 UNIT 1 1 2 ❑ 1 POIH01£ RUST . 00 . I ! I CORI SPALL a 00 .....--I ! COLUWN CRACK - DO DECK SPALL - 00 w DECK EAACK - 00 'ft)' OVERHEAD CRACK m 01 OVERHEAD CRACK a 00 A EDGE SPAL a 00 4 WAIL SPALL - 00 '•� POSSIBLE DOOR = OD RMIOIE Rlbi = oD I I � i DOOR DIP j I ! '-' t1:', I i I ! I- I + 1 STRUCTURAL INSPECTIOIJ ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN REACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGIN EERIN Gr LLC 2081 9E OCEAN BOULEVARD- 9111TE 1 A STUART, FLORIDA 3499fi ��2-220-4fi01 W W W.CSM-E.NET CERi1FICATE CIF AUTHORIZATION: 29G5•A M[ Fn3Xfd NEMBY f}V3$Y! PfYMES x5/XfX EpY:gX W fpR'XrvNI wp OM[P FPfiFRl1' PWXI$ Mf$F pWR Np ggXW4S A4E WI Ip m uvXmum uvxm mxiq w xcttwo ro wv Mm vwn n wr mw av mnN%mxrsmu mMUI swsl mmww ce ¢wEss nwmx xa.sstx wp cgxsme u cw EM4x¢CG uc ms oagXmn. Mc uAc uo :�v :s xwro Im nwx a w e61IM1MR Cf IWiBOW 4Mi£ R tRJIRIY ¢ d FMNLfA5,1L cxRmrrouvsm.xx�wxvw rm wv ana vm¢I 61M0111,( x611[I, YIIIOY•IP 6 d EbN9mla „L. LSY [II@IfW14, LLL fVM]II Oml6 .Yl P:R19.115 SWLL 9E Y[MSO Ix ME 1Rm BY ME mXIPILI4P. ML INMY(roX R,S50.M99E IW M QGOXIMX tl ML qugSpR AI wuz Wwlm xnux Iq esnr xors aDM:m ee awa nvm ox.n m: a�nm »: gwEs naq: SGG nR vANt, 1. 111111 AAA/ \`�V L�GENSF''•. �PQ`•.• v 'P No.76910 = Q �• STATE OF �NAI CHARlES A DAADEN JR �OAiE fllXM R46RIDIWESW:w CyM m. Mlo vY¢ wF mmR 1201-1202 STRLI CTLJRAL INSPECTION ISLAND DUNES OCFANSIOE I 8880 S OCEAN DR JENSEN BEACH, R 34957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERINGI LLC 2081 9E OCEAN BOULEVARD � 9111TE IA STUART, FLORIDA 3499fi ��2�22C�4fi01 www.CSM�E.NET CERTIFICATE OF AUTMGRIZATGN: 2905•J ( [IgXRP IFXLA! UN. ESYI PF9MS Mi5/iEP IXY4W U• tGPix.Xl RxgJLCW OWEN. taNE0. W� SIWLLO N AM MPX WPtt W I4ttR f0'N W uwXIX YwIS{NW eIKN M15t WIniXG M f WdS YaI1U R(NS4W YN (gHNI 6 6Y p4NQa5 IlL me WOImP. rr¢ nrK Wx usws ol�wxn XemA u.w u�m s�mlmaz�umm wn�`neucewr�ece Purt�ne�rPo�ncr� ryMM ME YPPIfN WP[NLPM f t5Y pCu6PIXE. LL4 Isu [ICW[Wix4 uc mWxxsl cols ILL WfNixS Lwl S cWm x M RW P 4E OxWLIOL M IMIM[IA 6 MYRSeF IW M p774x:M R 9L PYp4N .1LL YNF$ Y2t11fp ifP10P' 10 BSYII' 0.0R f(➢4NF06I: OWES CNRX Wary. BY:. IMI Wx'S G4pW R IXw[5 V.9M ule xrs Pwm I. AAA/, A.• DqR� �'' ��• � No.76910 =_ __ �O ••• STATE OF � 1(/�� : ,!�NAL E \\• CHNiLES A DARDEN JR OATE a%aantt® rta�ww WCYmI m. rwlP sxur xwu sa<I I: 1203-1204 ....E 1 _ ! } t 0% TILE DE�WATION ( 20% ML'' DEIAINHATION I I jl UNIT: 1203--- it UNIT11204 11 COLUMN SPALL = 00 COLUMN SPALL - 00 COLUMN Go COLUMN CRACK = 00 . ! ! DECK SPALL CRACK = 00 ' DECK S� _ 00 I DECK CRACK = 00 i OYMEA,D SPALL = 00 WERHFAO SPAR = W OVERHEAD CRACK - 00 OVERHEAD CRACK - 00 EDGE SPALL = 00 EDGE SPALL - 01 WALL SPALL . 00 WALL SPALL = 00 POSTBUE DOOR = 00 I j POSSIBLE DOOR = OD i I PINHOLE RUST = 00 PRIHO E RUST - 00 ; �I I� FF j)♦— I{— �..... -- /I r— .,. I�� _..11 .-1 t ......-� 1-PILr'_.-10 90% TILE DEUYINATAN UNIT, 1 205 r COLUMN A = 00 YN COLUMN = CO DECK ALL CO CRACK DECK CPIDK = CO QrflBYill = 78 CRACK /0 OVLK = OO EDGE SPAL = IP WALL COAL . CO PINHOLE DOOR BLE . OO � P00101E RUSE . CO \ ij 9OK 711E DOMINATION UNIT, 1 206 COURIN SPALL = 00 = N CRACK = 00 DECK SPAL V 00 DECK CRACK . 00 OMIHEAD SPAL = 0/ OVERHEAD CRACK = N EDGE SPAL = 10 WALL SPAL M POSSIBLE DOOR . 00 POINOIE RUSE . 00 STRUCTURAL INSPECTION ISLAND DUNES OCENSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2001 SE OCEAN BOULEVARD -SURE IA STUART, FLORIDA 34996 792.220.4601 www.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 M DgxFp: XERBY EIw1Af Xf41l.IIIR/MEX NUNN W LpPxWM! wo ovRv RIRml lwxrs ms rars µo nur+ws wE xm ro R RRmam Lxwm. auto. ce wttNo la wr Ma vmn w urc vLw a wx,tn wrmw Mnan ssv alwa na nvRss.w� RAR4X W911 Yt LLI FNNDbC. LLC w0 Iia mmtxE.nt au. Mo vmrs voLRawlm xwa a w PSIIRYYYI K RIDfF4nW 4M[E 5 MORPtt tl [Eu pgHfb1411L .NamA.OX W VflML.DA, 5OMP FAII[LI w0 R W1XK." LLG LL fK1N..11E �AtMl eIDi6 4l l lDG M— K -I D M M iVIO A Mf IXMIP4'ILII. Mf aMFLYtl16 RSVOX99E fW Mf Oa19WIlH Of MI WfH5CX5. ML rius Xmlm rurtw ro ssTlr Rors CWNW dl: MM6 µBEN pGYM 8Y. I0.n WXS LX6YID n: LN 96 µCOI urz ND won+A \AAAA�11111/////, A. DARQ _%GENS� •' No.76910 =_ i~0 •'• STATE OF • :(/� : i� �'•.FCORIDP.•' \�� S!ONAt E CMRO A DARDEN A DAiE ROMµ "Tmo vXORasmw mwa w. rssio v�EEr uiE 1205-1206 \� \�\I\\\�"\111. 11� jl 1 lox �I DEwaINAtwx ! I 3Dx mE oEuwlHnnoH i I UNITI 1207___ I ji UNIT; 1 208___ COLUMN SPALL = DOI CRACK = 00 I � COLUMN SPAll - 0000LUMN COLUMN CRACK = 00DECK SPALL - 00 DECK CRACK= 001 OVERHEAD SPP1L = 00 I I DECK SPALL = 00 i DECK CRACK = 00 ' I OVERHEAD SPALL 00 OVERHEAD CRACK = 00 = OVERHEAD CRACK= 00 EDGE SPPiL = OS WALL SPALL - 00 EDGE SPPll = 01 WALLSPP11 - 00 POSSIBLE DOOR - 00: PINHOLE RASE- 00! I POSSIBLE DOOR = 00 i PINHOLE RUST - DD �I i� i, 11 I ! i :A I . j. .._..-..-- -- - --- - -- - - - - STRUCTURAL INSPECTION ISLAND DUNES OCEWSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERIN GI LLC 2OEI1 9E OCEAN BLOLEVARO- -SUITE lA STUART, FLORIDA 34996 ��2-220-460I www.CSM-E.NET CERTIFICATE OF AUTHORIZATION; 2905� M[ [W.iXfEx NPEB! [M1041 NE41M$ NIS/:FN WUWN UM L9TM4X1 um aMw W.,mrc wsxrs � xus wo suNlms as wI Im m RrmwEm, cxxam ism. w uvwm ro un Iwno run x wr Igll q YVINx M119IfM: 1WY ®INXNL IN[ grIR55 M911m RaeSSW wo mxssw a Iv mmxmrwm, u< INm 000xExr, nE mac uo Rso,s eoswmm NR�I a w 161N4O,1 ri 4ID{ESIDW 4fiti 6 PRiWIYV LL FNi6f0G ILL W 6xT mS16l4.xwp[ryx MVl1[P Nw mINA Rp161 NMM M Y IEX,:II:�LItl16 L W FNJE[I:N:. ILL. ®I fIpQL24 LLL L(VMp1 tl9i Ifi NL IXvfXLMS Iwll BE WnRO N LIE 1Em B, ME [WMLIfN. Mf L6YR4LIOt 5 ASPoNSYYf fLN N¢ fµ iN1YN R /LL 4N fN5IMi ul saEs Nmrto mnw m ssnr Rmrs a5um n. own owa mm m+s aram w: own N:wol scNe vxENn I No. 76910 - _ STROCTLJRAL INSPECTION ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R 34981 C5M ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGIN EERIN GI LLC 2[191 9E OCEAN BOYLEVARO' 9YRE lA STYART� FLORIOA 3499fi •/'/2�220.4601 ' www.CS M�E,NET CERTIFICATE OF AUTHORIZATGN: 29a6'/ ME EMxR. N4BY aA'6.1Y; OIDMS MAIA Clap 4. 1IX'fiGxl NW clip raRxR qNR 1� 0.VK µ0 gWVYG$ pS N]I 10 & EV finMWf IAI MM uatirvd W50fl'J 1Y61 plwuif M fu435 wIRX e�lssp wv mrsaE u wl vp'Iwc. u< 116 pMRxl. ME 6V. qO 0.DY5 W.6Sf01E0 X[4911. 6 µ vSIRUFNI6 KpFSYN1 SWP[E K {MRflM1 R CSu aS¢fWXC.III: um n al m eE usm. x XwLL w x rmr mX um aMa rAVE[s m[m M XaIRx xnxoaunon a [sX acuuuxc, u[. l91 ate.. LLC C�1Vh1 oAlfi x[ oxaxvoxs slu a vaflao m M nElo M sK mxmsloa mE C4XINCIQ 6 ftS>Ji99E r[q ME WKLPNIp14F.W Lap6pM15. NL YV6 vO'II(p NM1w N 65YIf qpR ompm ee auma � mvm m ron wxs [x[am m: awm axmn sue xrs ram A AAA!/ ,AL\111111 V:• � No.76910 = �Q •• STATE OF • � ; /'sS!ONAI. CHARLES A DAROEN JR DALE R[LA1 flf[fiQPN rM't410WL MalEEP a. iW10 � vm 1209-1210 ii 1m�t� I I f . ,; . . fl �I 1 L 1 Dx ME � nox i zoz ptF muluunox � � .f � .. UNITI--____-- ( + 4 I 12❑9 � II COLUMN SPALL - OD �...r j DECK COLUNSPALL = 00 .':..... IDECK CRILK 00 D�Po UNITI-- l SPALL 00 e OO EOGE SPALL . 0] WALL SPALL 00 POSSIBLE DOOR . 00 - 'I'1 f.- PINHOLE Rusr = W .._ ..I COLUMN SPNL = OO- r ..............i COLUMN CRACK . 011 �I -. J DECK SPNL • 00 L... -I. I DECK CRACK . 00 i . OVERHEAD SPALL a 00 I ! I OMEAD CRACK = 00 -1---1 EDGE SPPll = 05 —"y POSSIBLE DOOR = OD 1 I � PWALL SM INHOLE RUSE W 00 �� I II I I I j li I �I I, Ni I I �I �I /� Rill! ENqj rt `I�11 t ,L II 0K TILE DEIwATN)x -tf �i STRLICTLJ RAL INSPECTIOR ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 Csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - 9¢ITE 1 A STUART, Rmpluw 34996 T'A 2.220.4601 Www.C9M-E.NET CERTIFICATE OF ANTHf]RIZATICIN: 2905•/ IX[ ¢Gn¢F Ipl[er pA61Yl xf4m4 �/RF 0.E4M ur t9m¢xl YO OM@MVFPR PIGII$ MFSF rWS WO LMFIKS AS MI IO BE LEVFWU[m. <w,Lm Lmrza a uvmm ro wr mso vum x Nrc row a wNRn ralsonm mn5ur �r oN,wiw Ivt ¢sRss xpmN RIVSSAF, rrvo mvsnn v Lsv oSNmv+xc uc w5 mLuvrt. ra urx N¢ ¢ms eFwaiuNn � a w tOMW�I V IW[SID14 9.ML 5 NpFRR Q C9i Cli4VNn ILL Ntl 5 M! N i[ ISm, N NGE W W iWl @t MN OMR RLLh<I NmM riC FPlip rOi tlFLKn 6 Oi lX6RAmG uL. Lw Ewuruxo. ¢c mvrtmn aloie YWIHY651WIHN9m NMi¢0 H1 Y[IWIN[I0. M 4NIP/[NN 51�L 11p M (QRYWNF Y Ml R99A6 m puts umrlm vonrN m esvir Mors ornpEo s: N.aLs o ar, w..w en an mFs LNam m: wcaLs o:Fm, iNf: FR FHIELr I. AA7j/ \\\\II11111 A.• DqR� ''' • •'.`�� CAS: No.76910 =_ i�Q •• STATE OF •• L(/�` AA AIf II III\\1\ CIURIFS A DPRDEN JR � OAIE IIGC14L61EmY 11'Of6M4 Vid<P M. 16910 LiEfi WaE: sFn, 1301-1302 ��r—[—TT ({ ;+ lox na DEIAaiuMTN ox nIE otAAMINAnaN t" r=1=:r I! UNIT: 1 302--- :_ 7 e..........1� COLUMN SPALLL - 00 COLU 00 DiCKMSPPIL CRACK m 00 DECK CRACK = 00 1- -'--, OJERNFAD SPALL = OD _L. ( DVEWIFAD CRACK = DO EDGE SPALL = DO .00 ...L..- _!.-. i 1 POS POSSIBLE DOOR = 00 UNIT: 1301--- l PINHOLE RUST =DO .... ...... - ' COLUMN SPALL = 00 L .._._......_I COLUMN CRACK = 00 •• '...."...... DECK SPA1L = 00 DECK CRACK 00 OVERHEAD CRACK m 00 • \ EDGEWALL SPALL = II WALL SPAN m 00 it PINHOLE ODOR = 00 PWNDIE RUST = 00 I � r T J I.I.. ` ` �.,. ! I I III 11 10% IRE DEIAMINAiIUN 1 INSPECTION ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, R J4987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2001 9E OCEAN BDYLEVARD • SUITE 1A STUART, RORIDA 34996 ��2.22D-4601 www.C3M-E.NET CERTIFICATE OF AUTHORIZATION! 290W x[ [xox¢N,mrm [muss, x®rvD wsMv WNNW ux Wmttw µo onex Rarnm xcxrsasruss AR wl VN R Rr,m6NY6. aw¢[a D. W .r[LGxm ro un nWo ravn x un fGPN 09 WYXEP M11S0[gl YNMIUI 51 WINXIN)11( GPWS$ FO,IEN rW<ssm x6 Wxmn a GSN ocxmi6x. Iro. na WGa9n, nu mus, uo Wsas xwaw,m Mum,. 6s r Mix14N1 a flU64rW 9M.6 Raf4W11 a Ltl Cd}[&L IIG msxamW,Rn x.a¢W xwn WxwN�rRVEa mWl nE rolls NmNNruw a esN oivavxu I¢. CW 0®.awXG LLG Wnyx!=E416 ' NL oxlxeoxs sxul n nxxm x ,n mo ar ME WNmnaa. ME c6nrv�aW n vuoNsee WN nu oWwweWN a.0 wExsaxE Nr vius ro-um RFIbI Ve ssvir Hers Wwm e•: nx2L5 Ern, 6wrN e. wn aos OEfNW M: DNOES DV®I ' scNL xrs rural A \`IIIIIIIIII//,/� �.• I,ICENSF'.F� No.76910 —_ �Q� •, STATE OF • ((7�� .� CiNRlES A DARDEN ADATE n�. RGanw mnmwG EMmI w rm,x orta we snm 1: 1303-1304 h f n 1` 1• 109 4i DEWIINA➢ON Sox DIE 0 RAPON l i UNIT:? 303i UNITI 3�4_ COLUMN SPALL = 00 COLUMN SPALL - 00 COLUMN CRACK - 00 COLUMN CRACK - OD DECK SPNL m 00 DECK SPALL = 00 DECK CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL - 00 OVERHEAD SPALL = 00 OVERHEAD CRACK = 00 OVERHEAD CRACK - 00 EDGE SPALL . 02 EDGE SPALL = 00 WALL SPALL = 00 WALL SPALL - OD POSSIBLE DOOR = 00 POSSIBLE DOOR - 00 PINHOLE RUST = 00 PINHOLE RUST = 00 I I� I II i III , I f'- -� -' t - - - I l {,�' �. • 1. ..I.. I .A. .L I tjr Z7 STRUCTURAL 90% TILE OEIAIIINATION UNITI 1 305_ COUION TALL DO COWUN CRACK = 00 DECK SPAIL = 00 DECK CRACK = 00 OVIEHEAD SPALL m 54 CAERHW CRACK . 00 EDGE SPALL = 19 WALL SPNL . DO \ \ POSSIBLE . 06 PINHOLE RUST = 00 I001: THE DEWAINAIION UNITI 1 306 I COWUN SPALL = 00 COUHDI CRACK = DO On SPATE = DO DECK CRACK = DO OiE m SPNL . 00 CAREAD CRAKI( a DO ME SPAIL = 06 WNL PALL = 00 PoSSELE DWft = 01 PINHOLE RUSE = 00 STRUCTURAL INSPECTIOIO ISLAND DUNES OCEANSIDE I 8880 S OCEAN OR JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 SE OCEAN BOULEVARD - SUITE IA STUART, FLORIDA 34996 772-220-4601 C9 M-E.NET CERTIFICATE OF AUTHORIZATION: 29057 exo MID DIDR0%,' ss Nws utWinr RRi.LIXm, uwu6. wvs, w axNN ro wr Mw vum w xrc ma, a ns mwwc ar Doss wmn nwm N«rmw.nan vwLsm am rams a or Nazi<. uc 1M6 aNpiML ML IpLi. NU [(94riS YCdIPof4R0 X[4LX 0.t IX xmaue a waosau Rroa. a waLNr a au LwurcLmlu ue Y06MOr I0HIbID.NNg1pN Ia14N 6MR La,[U IIg1I llE Mwp MXMRGaN a (P, 41DfIXllS LLC. 6Y DRVLLRK. LLC L0.°IWMI U916 NL Ow[150M SIULL a NMiID N II[ ip4 X! ME W:MKIR. IXL COMWLfW 5 RLNw'8[ fOX lllL (�W, Of Ml WMIDNi xA zus vaa�m m.w m 6s,�' Rnrs orswn ec Dwrs arm, Lw.w ar rwr mu Daam e<•_ LwaLs a.m. swr; wrsN. wmEa 1. \\`11111111I1�AA//' D S Ic FR�F'1. 1 V:. No.76910 =_ =0 ir, • !(/414` Q•• STATE OF ; i� •'•.FtOR10P.•'•G\�� 'AASZONAL "CWLES A DARDEN A J DAiE RR96 RWRwm Na6JW4 fwfIRP p,A l6 wLD wmA. ►D`1: 1305-1306 STRUCTURAL INSPECTICIM ISLAND DUNES OCEANSIDE 1 8880 S OCEAN OR JENSEN BEACH, FL 34957 c:sm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 SE OCEAN BOULEVARD' SUITE IA STUART, FLORIDA 34996 772-220-4601 W W W.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 % r .11N K.,li vws woxwr �r rlav r Rvrmurm. ducm aRn. w WncNrn ra urc rvuo vux x un mnl ov nurses n,wln rm dmxNc � DVRa.Rnw wwd Rxx�x as rams rc m� Durtwc. uc xu5 0.Y'Uwx. M[ I[QS..vD pf5d511[dXWlm C. C N511Mprt (i VlmlkY5XrV15ER+YC 15 RO%RIY tl L5ppyuRft4E, ,1L xG 5 x0r SO H 19D. x nbl[ M x PIAf lOi Mtt OMP RN[<r nIIW, M xwnFN x1116JNYI, Of dl dGYWd. x[. IS, fld.�.NG LLC L4%ANI OMifi yL gF.W'69Wl SxWmx MiDn BI Y[IWW[,Y[ M W,IIYCIR 6 R901®E 1Pl M QPLWM V NL MN9F3 NL YNf51WIGIN gxl4Y 10 6SM 11' PLOR xsam e�: dN6 MVx Wue 6P. dEQm Bf, pYAES 6NRN zac Nrs vmm 1. �j1111111////// \ .�� S X. DARp V' No.76910 �-10 i�0 ••, STATE OF • ((/� 0NAIL. CH LES A DARDEN JR DATE rwmR mPxor®mw,roux w rsvD aan xuD 9QD 1 �1307-1308 INSPECTIOIS ISLAND DUNES OCEANSIDE 1 B880 S OCEAN DR JENSEN BEACH, R 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 20B 1 9E OCEAN BCYLEVARC • SUITE 1 A STUART, FLORIDA 34996 �'/2�220�46CI1 www.CSM-E.NEE CERTIFICATE OFAUTHORIZATION! 29059 INL LMFVRx HPExI LVx64r FF41M5 M/IFk muw, Y. OA06xl .vm owm vmRxn uxrs iwx vwx MN max cs w[ q]I to a vtrxaou[m awwm omco, m asvcxm IOWr nNNo vwnr w un IgWW LLW1YR YWRaE10,'o,llMll IY61 d1IWN6 xE LrNS55 RRN {EWIOT b0 fMYYI R fL CYfIIFFIG.,IL. YR 0%IWP. IM[ SGS NO [W'6 PNAR11m X(WR ni N MNM4M OL N6[bW14M[C 61xRNlr Cf dl PdEf3Yn LLC uU 6 NJI10 & LSE4 N OYE ON p IM IOt .NY 01,1P {R1R1 MM ME Mind WMRLPM R tEY fXEWEFPW6. ILL IL, EX6YSLAIX6. LLC LWFWI g016 �NOAM 9WlHKBmxY(Ipp BIMRMMR M STw59f M M (4AA. x�O, V Ml xYE4L6 Nt YN6 WNfAIFp VEPINN IO fl5111' 0.0R IXSMFO d. IXW6 fNCx pRum BY IpM 4PM G'I[.m el. OWLLS GRn srnc xrs xvEn 1. '•.`�� Vim' No.76910 =_ '• STATE OF • ((/�� Q : CINRLES A OAAOEN JR —�--- 0.4IE RaNw xmmmm vwrLSmwwl moms w. ma�o 1309-1310 FEE I"f t { .L Y.a t :.3,ct �-f ....i LL i'-1_ -I 1 �I—��T ICI 40% TIE DRAMIIATION IOx 111E DLLOUNATION jayt•! I 1� C_r NI UNIT11 309___ 1 I COLUMN SPNL - 00 ..IT''"�i; COLUMN CRACK . 00 r1•�T.�_��Y DECK CRAG - 00 I�-? DECK CRACK - 00 OvF!>1ffID SPALL 00 ME SPAM WALL SPALL_OVERHEAD CRACK 00 � UNIT11310 - PINHOLE RLM = DO POSSIBLE DOOR 00— — 1 �r COLUMN SPAIL - 00 '� 4. 00 m 00 j COLUm CRACK DECK CRAG - 00 DECK CRACK m OD i OYIIiHFAD SPA11 m 01 OWME/D CRACI( . 00 j EDGE SPA1L m 05 it WAU SPALL m 00 POSSIBLE 00 PINHOLE � • 00 / 41 r;l %ij ll lox LEE OEW.IINAnoN t jj -- `r' ..i..'� �... p r 14 STRUCTURAL INSPECTIOPJ ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, R J4957 C5M ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2091 9E OCEAN B[IYLEVpRO' 9111TE IA STUART, FLORIDA 34996 772.220�4601 W W W.CSM�E.NET CERTIFICATE CF AUTHORIZATION: 29067 mE twxeEP,�er wmsss etmms HSMP minlpl ur wvxm ��waoacOWia anEa�Psw��Eo io ua'rc n o vwn n Iwr4 fpo, p YW Wq nu1Wa}a napYl ERI �I4mrvG M EP✓h4 YRIRX RARYI, MO 0i4tl1 a tL f1E„EERG. LLC. M6 WNYMI nl[ OVS. NO IO?5 Ct}0. WJIaI K9A.6 N Y} Ulp! Cf RpLISYYL 4,MCL 6 R6RPIl a (SY M]IEpN,a LLC nII1W1AdE YABIRH�IMM1NIIp1 a t VM E� W! OLLMCEP gq![CI [9, CRI[ERK. LLC pMWi110A16 w PnErvsors snu a RrYEY iry mE rcw m ,K Eo«mxmP. n< EamYcmP n Rsw.seE mP ra mmo•nmry a ai masPm Ai vus. um vmmmmT,r xors PmuEo e.= au¢Es o•vn„ Ylun, a.: arnEv n onacs Yw.n, sue xrs vwEa l \`}iV1111111//AAA R F i � PQ" LENS No. 76910 —_ �OT •, STATE OF � • 1(/�� S'•.FGORIOP. •'�G CVWiLES A DANDER JR DATE 0.PW. PE�RRO RNA. W pdSP W 1A10 1401-1402 ' 1 1 HT ! 111 20% TILE PEWIIR4➢ON IOx TOE D RON E �....- UNITIPH❑Z LI +� I COLUMN SPALL - 00 COLUMN CRACK = 00 DECK SPALL - 00 _I DECK CRACK = W OVERHEAD SPALL = 00 OViRICiD CRACK - SO EDGE SPALL - 01 WALL UNIT: PINHOLE 3 H O 1 POSS18LE�R • DO I L� COLUMN SPALL ' - COLUMN CRACK - 00 DECK SPALL 00 I I .. DECK CRACK - 00 �^ OVERHEAD SPALL = 00 OVERHEAD CRAM - 00 I� EDGEWALL SPALL - 27 \ WALL SPALL = 00 POSSIBLE DOOR - 00 PINHOLE RUST - 00 A. t- q10_� t ri lf? f I I��t . i I _--z\ �j 10xTILEDRAwrunoN u, ,I - '!L_ {_ L ; STRUCTURAL sc iz�roiiDa R o l��rclil I + ril !r aL� ROOK P!E IIfARATION 30% nj DEWIINAMIx 4, I w. i UNITIPH03 _ UNIT;PH04 COLUMN CRAG • 00 COLUMN CRAG W COLUMN CRACK - 10 COLUMN CRACK = DO DECK SPAL - I2 DECK SPALL . 00 DECK ORACK - 00 DECK CRALK = 00 OVERHEAD SPNE - 00 OVERHEAD SPALL - 00 OVERHEAD CRACK - 00 OVERHEAD CRACK - 00 EDGE SPALL . 00 EDGE SPALL - 00 1 WALL SPALL - 00 WALL SPALL 00 POSSIBLE DOOR = DO POSSIBLE UST = 00 PODbIE RUSE = W PINHOLE RUSE = 00 IL— _ _ I STRUCTURAL INSPECTIOEE ISLAND DUNES OCEANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 54987 rm5M ENGINEERING CIVIL STRUCTURAL MARINE C5M ENGINEERIN GI LLC 2001 9E OCEAN BOULEVAR[I •SUITE lA STUART, FLORIDA 3499fi ��2.220�4601 W W W.C9M•E.NET CERTIFlCATE GF AMTHGRIZATGN; 29�59 FMXRP IfWPi IYwESYY P®!hS N5/iER DMY-M 4• (ORi&MI uE m oNm vw>Pfwn wwlx Mx 0.ws wo raenXs as ml la az RVPmulm, awcm favao. w ws<rm ro Xn Irexo vwn n wr va mn wo wi �a fv�oex[�rww�iu�. r5 � Euvss owns r� omYam, n¢ vax an f6p5 Yaaeawm wau w w Y5MPM1 M H6FIDLW SflN6 5 nwFRl16 f91 p1f Wf. llf VO5x01NRL9a XtlwEWq Ip NR OP(P NgIEfI ',PI'9JI M YMIid WPwOLPM 6 RY ENNSPWG ILL. fw EmwErmxc. Im mvmxnl ums YL wmXXS swLRITmYnalmnn[mmxr« n< (PPM1LL1XI615MeSwE I1P M fOROWM P W pun912 iu wants vXrNm vmlwi m ester moors ofsSYw ar: awus owun oX.x s: roX ma vonm m: owuz vex AA 1111111///// ,`A i Na.76910 -_ _= :limo -�Q •• STATE OF • !(/�\ : ��ss,jOCORIOP. •�G\�� cluRtEs a DaROEN JR oar[ ILW4 YE4yIEYm vPolavmu Ewami w Isolo wEY xwE. vmT 1403-1404 INSPECTIOF� ISLAND DUNES OCFANSIOE I 8880 S OCEAN DR JENSEN BEACH, FL 34987 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2CI81 SE OCEAN BOYLEVARO - SUITE lA STUART, FLORIDA 34996 �'/2�22C�46Y J wW W,CSM"E.NET CERTIFICATE CF AUTHCIRIZAT[IN: 2905'l ro< mwxma,e¢er nnnmi x®r�Y wsAm mown ux anmw um prom vmvmn aeNrs Has nun rxo wvucs ux wr,o az Rrimxm, awwm mxa as ux m vo urc roan rwn w un IIPY M YU4Va OIIWf ,YOT mI1➢m41FY PWl4 xwllFll �« wro mN:oa w m arr®sw. u< wrs aneun, nE mmx uo omens oionvmm xcA:w a w X51M4NIf M %FPi54IW 9M[E 5 DIY tl [Su puM[IwG LLC xm rsxatro azaRw.www¢onw ron un onm mvm 11[VI IIF Onllm /NNpAU1M m W [XEmEtlMG LL4 W[Ny0N5 SNVI R 1p1YYp N M BOO BY M O]xIN[Igt M tlMIW4,M 61f$NW59i !M IXf MN9w.IM 6 4L pup5g5 m x-a omr �m www ro uTir Hors , pRXm BY: pW6E$ rya4LN ffAfi XR IW(LI{ \\>>1111111�A7j No.76910 =_ '"AQ �• STATE OF • �(/�` ; CNARIES A DARDEN JR LATE waw Rsrsrzam vamnsoxu uviNmi vvn XUE 9ifm A 1405-1406 vri1 ii�P7`I �.� r7 7 LI...:��11��`• 1 f �.i...l Alp\ - r o" F� 20%TILE of AwnnnoN ox n NA roN \.\ UNITIP --- -_ UNITIP Ax -06 ------- COLUMN SPNL W COMM SPAI. - W--- COUOIN CPILK W COLUMN CiVLK - W �f DECK DWALLUCK • 00 i DECK SPALLa= W 1 ( 1 DECK M S - W OAK C S - W 1 WUPALL SO OffiRmw Cm . DO EADSPA CRACK . 00 j EDGE SPAIL - 02 EWE SPAL - 02 WAIL SPAll - W FOSS SPND - W \RNHOUE ODOR - W MOLE UST W \ PINIIOIE RUST - W I RNHOIE RUSE - W \ �\� t ,XN STRUCTURAL STRUCTURAL INSPECTION ISLAND DUNES OCE NSIDE 1 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B 19E OCEAN BOULEVARD' SUITE IA STUART, FLORIDA 34995 772-220-4601 W W WXSWE.NET CERTIFICATE OFAUTHORIZATION: 29057 IIR FMxfq NfR% IVRD. R. NSAE, LouWX W 1W 1 M'0 Ox[R M6SRf1.: IS, IIH %NIS w0.g W.1 M & x[4R011[[0. cW16E0, f0i0.W aSxm 10 w! MIIN iMT W wY N910t xIYMA WI"IiYCY FlMgll Ral WINN4 RI PWESS Yltxp Ri9Yl wD fdSM K [su Oniia4. 114 na omTWRE m[a. uo WSWrs vMRn VMSaw wnWnpl W RmRssuru RFSC rs WmRen a csu uvnlm uc wo is xor Io R usm, W nwu aR W wm RW wm gnsR Rwvu� I X4WI IIE eAllp wllp'nuMX OI IL INERYFPIXG uC IL Diumuc uc cgRwart arms ILL LMxSCxS LWI BF HF6iFp x xC fR0 Br Mf D]NIWPgI IK LIMU.tIW 6 FESWx�E fPi ME O:Vdf WIOX V ILL gN[Mq' a. RL A46 aWim IWIw 10 aJ11Y ROR o1.0 q: vwazs Naw cexre ee mXr mas 'M Rr: axwLs wwlx svc srs Rvxnl \\11111111111j7j/ A. DARE •''�,1GENgF'• F ., No.76910 _ �Q� •,, STATE OF • 1(A�\ CORIOP. !0NAt- C RLE5 A DARDEN JR NTE RWiw Rummm RRoravmlu uanmR W r¢vio vnr aqc WRT 1407-1408 i fftr _i'rIf t� I 1 t ' 14 L REPAR I i 1 l i 40% THE Di, MTKW 90% T' DEIAVINATION I a Ij UNITIPH09 ,.. COLUMN SPILL = 00 ! COLUMN CRACK - 00 l; _;_ 1 BECK SPALL = DO l'i' DECK CRACK - 00 ". -l'. OVERHEAD SPILL ^ 00 i OVFIMFAD CRACK = 00 _ -- -�{ FOOE SPILL ^ 09-{ ;i WALL SPILL =DO UNITTH 113 __/—..T L-. ;1. P94ML E 000R = 00 I .PWNOIE RUST = 00 - CIXUMN $PALL = W `�I*�1y 1-- COLU N CRACK 00 L.�_._ J DECKMSP SPALL = 09 \I _( l i DECK CRAG( = 00 1 ff OiFRNFFD CRAG = 01 I i � PhRIiFAD CRACK - 00 EDGE SPALL = 02 I' WALL OSSEU DOOR = 0000 I PWNOIE RUST = 00 �I I I! i -•_ .... �........... ...! 4.: ..... 1 Y . i r i rt{ 909 TIE DETAMIRATKIN I. .:... ... _... STRUCTURAL INSPECTION ISLAND DUNES OCFANSIDE I 8880 S OCEAN DR JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL STRUCTURAL MARINE CSM EN GINEERING6 LLC 2081 SE OCEAN BOIILEVAFD - 9111TE I A $TIIART, FLORIDA 3499fi 992-220-4601 www.CSM�E.NET CERTIFICATE CF AUTHGRIZATION: 29060 M pgxml MI®r E]Vi4r PISERM1$ MS/xFP LOYNIX W LK1Agx NN OMP 4PRWIY RGMR. PIIR %NIS MYP LWMWS N1F ,pINL[ xwmu[m, Lwx[w. mxm w usc,6n ro um rexo vunr x wr mw w xwwx xxersnuw mxmr xmi cerwu M n�u rmmN w»n wo Laxmr a m or smc uc ms gLLd1..M au. No Lams euawmm,wa a x vmauar a vPOTssau[ sx+tt rs wov[xn a Lv Droi¢Lmxu uc orsxa: roau�.wTauawmv, mP urc MQP w.am 'nPWr INL xAlllp, Y1INPPoUMX Pr LSN ENEmFEPwL uL. LSY f106f&L. LLL [�Adll OAI6 .W PwENLOM LWI fE MPxGDMMttN Br Ix[fYXIW[M. M mXIR1L,a 6 FtV]XSiOE fpl M WmW1OX P NL gNLX51g4 •LL 4A6 vS Im 141u, lU L1111' N. oLauo er: Lwus o.�a[, oP+xi D: ,an mxs mIX�m P Gu4LS hAaM o-"r. xrs omrsLr T. � 1 u u I I r A7ji A\`T A. DgRO _ No.76970 —_ �Q '• STATE OF � • ((7�` CVNRLES A MOMJR OAIE RLAIW PLL61FPmV V2W1Vl gEHFtP W. 1691P Rora. 1409-1410