HomeMy WebLinkAboutPERMIT PACKAGE(STRUCTURAL MARINE
w CSM
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ENGINEERING
RECEIVED
AUG 2 5 2016
PER.'AiTTR'I
St. Lucie County, FL
CSM ENGINEERING, LLC
20S 1 BE OCEAN BOULEVARD -SUITE 1 A
STUART, FLORIDA 34996
SCANNED
BY
St. Lucie Countv
o: 772-220-460 1
W: WWW.CSM-E.NET
ISLAND DUNES OCEANSIDE 11 -CONDO
PERMIT PACKAGE
Located At: Island Dunes Oceanside II Condo
8800 South Ocean Drive
Jensen Beach, Florida 34957
Prepared For: Island Dunes Oceanside II Condo Management
Attn: Tammy Smidtsrod
O: 772-229-5550
E: islanddunesocean@bellsouth.net
Inspected: June 2016
�06 P—
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED-�-1111
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PEANS AND PE IT
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ARE SUBJECT TO ANY CORRECTIONS
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Charles A. Dard6l
Florida Registered
PAGE 1 OF 15
#76910
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 Specification Drawings
Restoration Location Drawings:
Inspection Key
Notes
101-1410
Charles A.
Florida Re
1
2
3-4
5
6-8
9-10
11-12
13 & Attached
14 & Attached
15 & Attached
Attached 1 Page
Attached 1 Page
Attached 1 Page
Attached 73 Pages
//III1111 ��
476910
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PAGE 8 OF 1 5
SCOPE OF WORK
CONTRACTOR shall provide all labor, supervision, parts, materials, testing, tools, equipment, utilities, permits, temporary facilities,
sanitary facilities, swing stages, and scaffolding, required for completion of the below described WORK in accordance with the
applicable drawings, specifications, codes and standards.
The WORK to be performed by CONTRACTOR includes:
1) Mobilization
2) Protection of Existing Conditions:
a) Provide protection systems for existing site exterior components, including vegetation and private property of residents and
visitors, which may be damaged as a result of CONTRACTOR'S performance of the WORK. Existing conditions of all site
components that are in proximity to the WORK shall be surveyed and documented by CONTRACTOR prior to the
commencement of work.
3) Railings and Screen, Shutter Systems, Sliding Glass Doors, Doors and Windows:
a) Removal, protected storage and reinstallation of existing railings and screens, shutter systems, sliding glass doors, doors and
windows as required for the WORK and as directed by ENGINEER. Where possible, the existing enclosures shall be left in
place, rather than removed.
b) All permanently installed fastener materials shall be stainless steel and shall be approved by ENGINEER.
c) Removal and disposal of existing railings and screens, shutter systems, sliding glass doors, doors and windows as required for
the WORK and as directed by ENGINEER.
4) Weather Walls:
a) Installation, maintenance and removal 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
PAGE 3 of 1 5
ATTACHED INSPECTION DRAWINGS
Inspection Drawings:
Key Damage Key
Notes Damage Notes
101 — 1410 Balcony Drawings(71 Pages)
ATTACHED SPECIFICATIONS AND DRAWINGS
The above WORK shall be performed in accordance with the following attached Specifications and Drawings:
Section 1— Concrete Repair Specifications
Section 2 — Corrosion Inhibitor Specifications
Section 3 — Waterproofing System Specifications
Section 3 — Steel Reinforcement protection Specifications
Section 4 — Sacrificial Anode Specifications
Section 5 — ICRI Standards
Weather Wall Specification Drawings
Restoration Drawings
PAGE 4 OF 1 5
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.
END OF SECTION
PAGE 5 OF 1 5
t
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.
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 %a" in depth.
G Prepare all concrete surfaces to receive the repair material, including the saw -cut, to achieve a minimum surface profile
depth of 3", where possible, with a new fractured aggregate surface to adequately anchor the patch material.
H Remove all rust and scaling of the reinforcing thoroughly by media blasting and/or mechanical wire brushing.
PAGE 5 OF 1 5
I Thoroughly clean the exposed concrete surface to receive the patch of all traces of dirt, grease, oil, dust, and other
contaminants which may prevent proper bonding of the repair materials.
J The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a bond coat of slurry,
prepared with the repair concrete, with a stiff bristle brush covering all exposed steel and all concrete surface areas.
K While scrub coat is still wet, place repair concrete mix design in accordance with ACI 301 in a continuous pour and in
accordance with ICRI.
3.5 CURING.
A Apply water mist to repaired area (i.e. form work, patches) or burlap or carpet remnants to surface. Misting involves any
method to maintain the exposed patch or repair area, in a wet condition to prevent surface cracks and reduce moisture loss
during cure.
B All concrete shall cure a minimum of 28 days prior to application of any coatings or finishes.
C An observation shall be conducted by ENGINEER prior to application of any coatings on the concrete. Any cracks in the
repair areas shall be repaired in accordance with the requirements for crack repairs. Repair of cracks shall be at no
additional cost to the Owner.
3.6 REPAIR MORTARS
A Repair mortars may be used in lieu of ready mix concrete for partial depth repair areas of less than one (1) cubic foot of
material and as accepted by ENGINEER.
1 The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a scrub coat of
slurry prepared from the repair mortar to all surface areas, filling all pores and voids.
2 While scrub coat is still wet, apply acceptable polymer modified cementitious repair compound in maximum lifts of
3" and 1-1/2" for use on vertical and overhead surfaces, respectively. If forms are to be used, depths well in excess of
these can be achieved in any one application. For large and/or deep repairs, mechanical anchors, studs, reinforcing
dowels, etc., shall be provided where existing reinforcing does not provide mechanical anchorage. The top surface of
each lift shall be scratched and reprinted with slurry prior to application of subsequent lifts.
3 The use of aggregate is not allowed except as otherwise recommended by the manufacturer.
4 The following repair mortars may be used:
a Sika — Sika Full Depth 211 SCC Plus. STO products acceptable upon Engineer approval.
PAGE 7 OF 1 5
t
3.7 REINFORCING PREPARATION AND REPLACEMENT
A All reinforcing with deterioration of more than 15% of the original bar diameter, as determined by ENGINEER, shall be
replaced.
B To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a
minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing.
C After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure
in place with tie wires.
D Following all other procedures for the concrete repair as indicated.
E Where the removal of concrete to achieve the required lap length is not practical as determined by ENGINEER, bar
development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 9" with:
I 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 —Armatec110EpoChem(Preferred)
2 BASF - EMACO P-24
3 BASF — Zincrich Rebar Primer
3.8 CRACK REPAIR
A Crack repairs will be performed for all areas identified by ENGINEER.
B Remove all loose and unsound concrete within and adjacent to the crack.
C For all topside horizontal cracks, vee-notch the surface of the crack with a mechanical router or hand chipping tool to a
maximum width of %". Remove loose debris. Substrate may be dry or damp prior to product application. Where
accessibility to the underside of the concrete slab is available, seal all visible cracks with an epoxy resin adhesive paste or
Portland cement -based quick setting compound to act as a dam to hold the liquid epoxy resin adhesive until cured.
D Prime prepared substrate with neat Sikadur 35, Hi -Mod LV epoxy resin mortar. Strike off and level, finishing with a trowel.
E Seal cured epoxy resin mortar with epoxy resin adhesive binder to provide additional moisture and chemical protection.
F Maximum application thickness of epoxy resin mortar on interior substrates not to exceed 1 %:" 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 1
PAGE 8 OF t S
SECTION - 2
CORROSION INHIBITOR TREATMENT SPECIFICATIONS
PART 1-GENERAL
1.1 SUMMARY
A Section Includes:
1 Surface applied concrete steel reinforcement corrosion inhibitor:
2 Extended written warranty.
1.2 SUBMITTALS
A Substitution requests must be submitted 14 day prior to bid date.
B Product Data: Manufacturer's specifications and technical data including the following:
1 Detailed specification of construction and fabrication.
2 Manufacturer's installation instructions.
3 Certified test reports indicating compliance with performance requirements specified herein.
C Quality Control Submittals:
I 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 experibnced 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:
I 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 7277 "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:
1 Maintain ambient temperature above 40 degrees F during and 24 hours after installation.
2 Do not proceed with application on materials if ice or frost is covering the substrate.
3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F.
4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after
application.
PAGE 9 OF 1 5
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.
PART 2-PRODUCTS
2.1 MATERIALS
A Inhibitor shall be ready -to -use, non -water -borne, surface applied product manufactured in an ISO 9002 certified facility,
meeting or exceeding the physical and performance characteristics of the following approved product:
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 W--/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 corrected and/or replaced as directed by the Owners
Representative at the contractor's expense without extension of time.
END OF SECTION 2
PAGE 1 0 OF 1 5
SECTION - 3
WATERPROOFING SPECIFICATIONS
BASF SONOGUARD SONOSHIELD SYSTEM
PART 1 - GENERAL
1.1 SUMMARY
A Section Includes:
1. 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:
I. Hardness (Base Coat): Shore A (60) per ASTM D 2240.
2. Hardness (Top Coat): Shore A (89) per ASTM D 2240.
3. Tensile strength (Base Coat): 752 psi (5.2 MPa) per ASTM D 412.
4. Tensile strength (Top Coat): 2,500 psi (17.2 MPa) per ASTM D 412.
5. Elongation (Base Coat): 595 percent per ASTM D 412.
6. Elongation (Top Coat): 502 percent per ASTM D 412.
7. Tear strength (Base Coat): 74 PIT per ASTM D 1004.
8. Tear strength (Top Coat): 199 PIT per ASTM D 1004.
9. Weight loss (Base Coat): 16 percent. Max: 40.
10. Weight loss (Top Coat): 17 percent. Max: 40.
11. Low temperature flexibility and crack bridging: No Cracking of base or top coat.
12. Adhesion peel (Primer and Base Coat): Plywood 34 pli, Primed mortar 43 pli per ASTM C 957.
13. UL Class A Fire rating.
E Weathering Performance Requirements: (ASTM C 957).
1. Elongation recovery: 94 percent. Minimum passing: 90 percent.
2. Tensile retention: 151 percent. Minimum passing: 80.
3. Elongation retention: 94 percent. Minimum passing: 90.
4. Abrasion resistance (CS-17 Wheel, 1,000 g load, 1,000 cycles):
a 1 mg lost system passes.
b Maximum oss: 50 mg.
5. Crack bridging (I,000 cycles): System passes.
F Color and Texture Requirements
1. Color shall match adjacent surfaces
2. Texture shall match adjacent surfaces
13 SUBMITTALS
A Product Data: Submit manufacturer's technical bulletins and MSDS on each product.
B Quality Control Submittals:
1. Provide protection plan of surrounding areas and non -work surfaces.
1.4 QUALITY ASSURANCE
A Qualifications:
1. Manufacturer Qualifications: Company with minimum 5 years of experience in manufacturing of waterproofing
products and systems.
2. Manufacturer Qualifications: Company shall be ISO 9001:2000 Certified.
3. Applicator Qualifications: Company with minimum of 3 years experience in application of specified type products
and systems on projects of similar size and scope, and is acceptable to product manufacturer.
a Successful completion of a minimum of 3 projects of similar size and complexity to specified Work.
PAGE 11 OF 15
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. 1'
4. Do not alter, move, or destroy field sample until Work is completed and approved by ENGINEER.
5. Obtain ENGINEER's written approval of field sample before start of material application, including approval of
aesthetics, color, texture, and appearance.
1.5 DELIVERY, STORAGE, AND HANDLING
A Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays.
B Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.
1.6 PROJECT CONDITIONS
A Environmental Requirements:
1. Minimum application temperature is 50 degrees F and rising.
2. Do not apply in rain or when rain is expected within 24 hours. Do not apply above 90 degrees For when temperatures
are expected to fall below 50 degrees F within 24 hours.
PART2-PRODUCTS
2.1 MANUFACTURERS
A Subject to compliance with requirements, provide products from the following manufacturer:
1. BASF Building Systems
889 Valley Park Drive
Shakopee, MN 55379
Customer Service: 800- 433-9517
Technical Service: 800-243-6739
Direct Phone: 952-496-6000
Internet: www,BASFbuildinesystems.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 solejudge of appropriateness of substitutions.
2.2 MATERIALS
A Acceptable Product:
1. Base Coat: Sonoguard Base Coat.
2. Second Coat: Sonoguard,Second Coat
3. Aggregate: Sonoguard Aggregate or equal.
4. Cementitious and epoxy patching materials: BASF Building Systems Repair mortar and Epoxies.
5. Sealant primer: Sonnebom Primer 733.
6. Sealant: Sonnebom SL-2 or Sonnebom Ultra.
7. Deep joint sealant: Sonnebom SL-2 or Sonnebom NP-2.
8. Acryseal HS
PART 3 —EXECUTION
3.1 EXAMINATION
3.2 SURFACE PREPARATION
A Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants.
B Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme
cases where this is not adequate, contact Technical Service.
Concrete should have a minimum compressive strength of 5,000 psi (21 MPa) and be cured for a minimum of 28 days or 80 percent of
design strength.
PAGE 1 2 OF 15
SECTION 4
STEEL REINFORCEMENT PROTECTION SPECIFICATIONS
See attached Product Data Sheet
PAGE 13 OF 1 5
—"' Product Data Sheet
Edition07/02/2007
-k Revision no: 0
-a Identification No
01 03 02 01 001 0 000001
SikaTopO-Armatec 110 EpoCemOO
'1SikaTop°-Armatec 110 EpoCem°
" - Bonding Slurry and Anti -Corrosive Rebar Coating
3 -
S Product bonding
expoxy-modified three -component anti corrosive coating and
bonding slurry.
Description
----; Uses As an anti -corrosion coating for reinforcement steel:
o For repairs to reinforced concrete where there is corrosion of the underlying
I
..
reinforcement steel
'_ ;.
o For the preventive protection of reinforcement steel in thin reinforced concrete
sections
--�--r'r
As bonding slurry for use on concrete, mortar or steel:
m For repairs to concrete using SikaTop patching and repair mortars
i
0 For bonding of new and old concrete
1
o Excellent adhesion to steel and concrete
7Characteristics
Advantages
ra Acts as an effective barrier against penetration of water and chlorides
Q Contains corrosion inhibitors
o Provides an excellent bonding coat for subsequent application of repair
^'
#
mortars, cement and epoxy based
D Pre measured, ready -to -use packs
n May be spray -applied
a Frost- and de-icing salt resistant
173
ft Non-flammable
'
,.— r
Test certificates
LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland
Ibac Aachen A 3119/3
Product Data
Technical Data
Colours
Mix: Grey
Comp. A: White liquid
_
Comp. B: Colourless liquid
Comp. C: Dark grey powder
Packaging
20 kg units (A+B+C)
Storage
Storage Conditions
Store at temperatures between +5 °C and +25 *C. Comp. C must be protected from
humidity,
_
Shelf life
12,months from date of production K stared properly in unopened original packing.
l
Slka`rop@-Armate 110 EpoCem® 1/3
Mechanical/Physical
a
Properties
}
i 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)
Bond strength (+23°C)
On concrete (sandblasted): 2-3 N/mm22
3
On steel: 1 -2 N/mm
I
E-Modulus (static)
- 16.400 N/mm2
#
Index of resistance to
�- diffusion of water vapour
- 700
(pN20)
' ! Index of resistance
_ g0.000
todiffusion of carbon
I
-: dioxide (pCO2)
i
Thermic coefficient of
_ 18. 10 per °C
expansion
I Application Details'
-
Mix ratio
Parts by weight : A: B: C =1.14 : 2.86 : 16
i,
Parts by volume: A: B: C=1.14: 2.86: 10
r.
Pot life (8 kg)
3 hours (at an ambient temperature of +5 "C to +30 °C)
_
Limitations
Min. application temperature (ambient and substrate) : +5 °C
Max. substrate temperature: +30 °C
-
The recommended dosage must be strictly adhered to.
.:
On no account should water be added to the mix!
'
Coverage
As an anti -corrosion coating :
2 kg/m2for 2 coats, depending on method of application
As a bonding slurry:
Depending on substrate conditions, not less than 1.5 - 2.0 kg/m2
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
Steel:
Surface must be clean and free from all traces of grease and oil, rust and mill scale.
t
I
,^
Degree of cleaning SA2.
Application
Instructions
* Mixing
Shake component A and B vigorously before opening. Pour both liquids into a
r ..
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
i
(250 RPM) in order to entrain as little air as possible. Rest for 5 - 10 minutes, until
f
I
33
the mixture exhibits a brushable low -dripping consistency.
!
SikaTopPNmatec 110 EpoCem® 213
' t Application When used as an anti -corrosion coating
Apply a coating of approx. 0.5 — 1 mm thick to the cleaned and derusted
o reinforcement, using a stiff paintbrush, roller or spray gun. Leave to dry for 2 — 3
hours (at an ambient temperature of +20 °C), then apply a second coat of similar
thickness. Leave to dry for a similar period of time before applying patching mortar.
It is inevitable that the anti -corrosion coating is applied as well on the surrounding
., concrete; this is by no means a disadvantage.
1
When used as a binding agent for repair mortar or concrete:
CI , Wet down the prepared substrate (concrete) to saturated surface dry condition.
f" 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
i - to ensure complete coverage of all surface irregularities. Apply the freshly mixed
patching mortar wet on wet to the bonding slurry.
{
r The application of slurry coat or patching mortar or may be applied wet in wet or u
PP� rY P 9 Y PP� P
to a maximum waiting time of 6 hrs at +30 °C
l 5 hrs at +20 °C
d 4hrs at+5°C
%-{ Freshly applied SikaTop-Armatec 110 EpoCem should be protected from pollution
-.:. and rain until next coat is applied.
f>'; Cleaning Use water to remove uncured material from tools and mixing equipment. Once
cured, SikaTop-Armatec 110 EpoCem can only be removed mechanically.
Imported Notes When SikaTop-Armatec 110 EpoCem is used as bonding coat between old and
new concrete, it is necessary to install connecting reinforcement for shear strength
transfer as per the relevant guide lines.
i=
�" •z ,--- Notes
All technical data stated in this Product Data Sheet are based on laboratory tests.
w=y Actual measured data may vary due to circumstances beyond our control
Please note that as a result of specific local regulations the performance of this
Local RBStrICtIOrIS product may vary from country to country. Please consult the local Product Data
Sheet for the exact description of the application fields.
' 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.
Legal Notes
The information, and, in particular, the recommendations relating to the application
_ and end -use of Sika products, are given in good faith based on 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
' 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
{4 refer to the most recent issue of the local Product Data Sheet for the product
1 , 4 concerned copies of which will be supplied on request.
I'
-': Sika yaps Kimydsallan A.$.
ramye;me Mah. Sanayi Cad.
34899 Kaynarca Pendik
i Istanbul T-
Tel .��� e 1 x
!` 90 216 494 19 90902
f 1� . jj
Faks .90 16 494 19 84 20 sY1 Ili::
p � v ika comtr r 7zAr4.
I 3 SikaTop@-Annatec 110 EpoCem® 313
SECTION 5
SACRIFICIAL ANODE SPECIFICATION
See attached Product Data Sheet
PAGE 14 OF 1 5
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 Woodward, Bloomfield Hills, MI 48302 - 248409-150o -Fax 409-1503 - E-mail: info@CIF.org-www.CIF.org
EMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12
Galvashield® XP Embedded Galvanic Anode
A.6,,.
kGuix
Cut Away of Galvashiele XP Anode
Bridge Widening Project —Anodes tied
to reinforcing steel at joint between new
and old concrete
Concrete Girder Repair — Anodes tied to
steel inside girder repair
Concrete Patch Repair —Anodes tied
around perimeter of repair
(ibnaeG i lea Gvcal } C1Y�v'uf Frm Pyrl, -r YTx�' � '
M
Pntentul DiITrrente BeM'ren:P rtch and
j Cidnri&Conmmmated Conmte,
.. - Rcaulrs in A: icce[7fer-ured:Corrusiun _R
dXtr`.eT+Ft-E''
N+v.
C.alvashichl'sXPReduces "Ring Anode"Corrosion "Ring Anode" Corrosion (without Galvashield"XPI
Construction Innovation Forum • 43636 Woodward. Bloomfield Hills, MI 48302 •248-409-1500 • Fax 409-1503 • E-mail: info@CIF.org • eww+.CIF.org
See attached Product Data Sheet
SECTION 6
ICRI STANDARDS
PAGE 1 5 OF 1 5
Prepared by the Technicai GuiOellnas Cornrnfttee of 1CRI October 19�9
�re-issued March 1995)
Guideline No. 03730
A wgflltjt U ffhitf�.11 t
Technical Guidelines Committee
Comwinee mernbem during 1:e prejx rarizm if the 1989 edLion:
Peter H. Emmons, Chairman Don Gardonic
structural Preservation Systems, Inc, Facca construcdcn. Inc.
Baltimore, Maryland Maidstone, Ontario, Canada
Kermit D. Bright
Robert Tracy
Structural Encinearing Associates
T racy Restoration Engineers
Kansas C"'Y' Misscuri
Ann Arbor, Michigan
Richard P. Delargay
Douglas G. White
5mictxal Maintenance Systems, lnc.
Thomas Downey, Lid.
Exion, Pennsylvanla
Arlington, Vitginia
04 rre P f en mp � in e C a r coriv) -S w42 0 provided fi i nrlw r i rpu! fo r the 1995 edi" ron':
Peter H. Emmons, Chairman Jack A. Morrow
Structural ng
, -�tural Preservation Sysiamte Inc. jamor Erginee
BaZtimaf-, Marviand Caigary, AB, Canada
Tom Kline Ken Low
structural preservatioj, Systems, inc, NTH, Consultants, Ltd
Gilberts, Illinois Farmlonion.Hft, Michigan
James E. McDonald Robert R. Cain
watemays FxPenment stasan KR-- Associates
Vcksburcl Mississippi Milford, Oltio
International Concrete Repair Institute
This document is the result of a pmoccss of distribution. commentarv.
and revision by the Technical Guidelines Committee and the member-
ship of the International Concrete Repair Institute. It was submitted to
the vo ine members of the Association for approve! on August ! . MO.
and approved by over 95% of the respondents.
Several ofthe cotutnents of the voting members, both from those who
voted for approval and those who voted against approval. are worth
noting and are reprinted below.
• Even though aguidelineexistsfordeterminingtheamounto!allowable
corrosion before replacing orsupplemenung a rcbar, it isalw•ays wise
to consult a structural engineer if any corrosion exists',
• Spociai caution should be taken to locate and avoid buried electrical
conduits or prestressing or post- tensioning tendons when perforra-
ing removals. Caning into either can be a life threatening situation.
• Undercunine the rebar should not be counted on to secure the repair
structumllyinlieu ofproper methodsofbondinPT pair totheexisting
substrate.
A sawcut can and, possibly should, be greater than the in. t.13 rmn)
noted, as lone a ss the reinforcing stcx l is not cut into.
This document is intended us a veltututry guideline for the owner.
design pr ufessiomd and concrete repa4rcontmetor. [i "snot intended to
rc heve the professional engineer or designer of any responsibility for
the Specification of concrete repair methods, nUte:iuls or practices.
Wilile .ve lx tieve the information c rmmued 'hereinrepresents the
prop r means to nchieve quality msn'.ts. the lnteminonal Concrete
Repair Institute musi disclaim any liability or responsibility to those
who may choose to rely on all or anygart of this guideline.
Surface Preparation Guide
03730-1
Caution! Before starting removals, ravtae; effect of �
removals on str'Jcturai integrity. Provide shoring of,
kmemberasnecessary. Parfi arcareshallbeexercised I
at stab/beam Connections to columns.
Section
Elevation
i
Bur or
Rib
V V
Elevation
Section
r
Column
j?� k
Corner
1
V L} S1
. ..... .__.y _...� _....--' .. Stab or Wall
Partial Depth
i 9 J M
Slab or Wall
Full Depth
03730-2
international Concrete Repair institute
m
Exposing and Undercutting of Reinforcing Steel
11tese details arc apphcable to horizontal, vertical,
and uverhead locations, Tbvy are also applicable to
removal by hydro -demolition, hydro-milling.xidelec-
rric, pnemnatic or hydraulic impact br=kers-,
Remove loose or delarninated concrLleabeve eor-
rodcd reffiforchne szeel-
Fj Once initial retrievals are mada, proceed with the
andimunim, of alI exposed corroded bars. Under -
culling will Provide clearance for under bar clean-
ng fall bar circumference bonding To
surrounding concrete. and will secure the repair
structurally. Provide mininvarn inch t, 19 mul)
cleareace bemcm exposed rebars and surtcending
concrete or %!.� inch (6 fnn-,) lurm. than tar est
ag-mg.,ue in repair inat--rial, whichever is L-zatm
Concrete removals shall extend along the bars to
locations along the bar free of bind inhibiting
corrosion, and where the hot is well bonded To
surrounding concrete.
If non -corroded reinforcing sicol is exposed dur-
I 'ng the andercurring process. cere, shell be wken
not to damage the bar's bond to surrounding
concrete . If bond bdzween bar and concrete is
broken. undercutting of the bar shell be required,
Any reinforcement which is loose shall be secured
in place by tyring To other sesnnad hers or by other
1pprovitci Methods.
Surface Preparation Guide
03730-3
Cleaning and Repair of Reinforcing Steel
Cleaning of Reinforcing Steel
All heavy corrosion and scale should be rmnoved
froir. the Kar as necessary to promote maxilluml
bond of replaLement material. Oil fire nbi-asive
blast is the frief=ed method- A tightly bonded
light rust build-up on Lie surface �S ustlaliv not
dotrimerital to bond, unless ,- proteeiivecoating is
be ing applied to the bar stvffacz. in which case the
coating manufactut-or's recommenclatons t: -
io, Sur-
face preparation should be followed.
001
Steel
N=!C'
Patihs
ONW
lx'�Ced B=
2RV
'A
22,
If reinforcing steel has lost signiticani cross section, a New bars may be mechanically spliced to old bars
structurall engine should Lo consulted, If rel:lairs arc or pla�: --d flaury Hel zo xid a .7pl-oximaiQ 10,1'- ia. 0 9 m0
required to the reinforcing steel. one of the following from existing bars. Izp i�mglhs shall Lk cancMdRed
repair niethods should be used: ianc= datme willi ACI 318: also refer to C.RSI and
Complete bar replacement, or AASPTO utanual.
Affected Length
Loss of Section
Supplemental Ba.,
Required Lap" Pectuiredi-ap
Affected Length
03730-4 lntemafiona' Concrete Repair Institute
J11
These details are .applicable to horizontal. ventral,
and overhead locations. Thev are also applicable to
rc-inovalby hydro -demolition. ftydramillin^. and elec-
tric. pneumatic or hydraulic impact breakers.
Do not use these detracts for,sharcrete appficcrtioav--
forshorcrete repairs refer to AC1506 Edge Prepara-
tion t,uicietiaes.
® Remove delaminaied coneretc undercut rein-
fo ein steel (refer to "Exposing and Undercut-
ting of Reinforcing Steel' on page 3) remove
additional concrete as iequfred to provide mini-
mum required thickness of repair material.
✓( At edge locations. provide right angle cuts to the
concrete surface with either of the followice
mcthods:
• Sawcut 1p-'• (13 mnt) or less as :required to
avoid cutting reinforcing steel,
• Uscpowerecluiomentsuehashydretdemolition
or impact breaker;. Avoid Feather edges.
O R,pairconfig rations should be kept assimpleas
possible, preferably with squared corners.
After removals and edge conditioning am com-
plete. remove bond inhibiting materials (din.
concrete slum, loosely bonded aggregates) by
abrasive blasting or high pressure waterblasting
with or without abrasive. Check the concrete
surfaces after cleaning to incur thatsurface is
fret: from additional loose aggregate. or that ad-
ditional delaminations are not present.
® If hydnodemolition is used, cement and particulate
slurry must be removed front die prepared surfaces
before slurry hardens.
Surface Preparation Guide
Scunaary of loose Recommended
and daiaminatetl Layout
concrete
03730-5
J
vl K"
}
Y
`
.
h
-`4
t
i
k
C
4
T4
5
f
.a
INTERNATIONAL
nRICRIqjp, CONCRETE REPAIR
�\� �� 1 N S T I T U T E
1323 Shepard Drive, Suite D
Starting. VA 20164-4423
Phone 703-734-0116
Fax 703-450-0119
Email: info@icri.ori=
Web: www.icri.or,
A
ICRI.
—. g: j \\
j(��
�
�\� \ �� �� �\
/ \ \
\ \�. \:{
N=ed ex_ Comte RIVX lnslwxe
tee, : rd Ap, il 19%)
I
0
R
Dry -mix shatcrote
General deStTilltmr: Repair material is placed dry
or sfightk, damp iml) shou:taw rna6lin,, and mixed
with vollipfessed arr. '11e mixture is iransportad. via
hoseto the exit,. nozzle %,hae water and zdnrwurzs, if
any. ue iznudaced. The ingredierns are propullcd
onte the pletrayrd suhl ,rrzat by Ale fQTze of the cc"t-
pnzssed air.
Best application: Lunge vertical and overhead =as &,-, Mnmw�-'
with sniallbars. No, 6 (19 min'P"or less, and rldnimal
cunl-e,stioa of =bedded reinforeement, J
Material requirements: WWII-grudcd a-agregatc
lure must ba Proportioned to omupensalc for rebound
loascs. 'Ad7waurcs are frNuently uij to sIlorlen a,
'inre, arallopuraflow rhicker laycrs to J4built-up ill a
iingle pAS,.
Reference: ACI 506.2. "Gui& to Shot: rate"
lffat-mix shoterete
General description: Prc-bluched and thoroughly
ndiwd repair material is placed lure -- concrete pump
and tntl)goo td via pump line to art exit ctaariz where
connlrcascdairand a(buikuties, if any, are intrutiliced.
Th- repair ataterial is pruirelledorNo tine sat face by tire
i:nrmprzsSed dr-
88St application: Large vertical areas wilhsmaIi bars.
No. 6 (19 or 1,.ss, and nfini"nal Congestion of
enlhL'ddCd re;nfurceracrrt,
Material mimilenlel!W� Purnpuble, low -slump mix-
ture width doa:s net �:ag when impacied on the pre-
pared subsu-au--
Relen!nCe: ACt 5(Y),'2. "Cirride to Shoterete-
131A, there are prewlifly no ;ztnc"Iy wceptcd ccw-mmon
lland,eds ior ASTV 615 96 hzs
veun,lcd to dto ncarea m fflum,ner,
EM
03731-5 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
I
- I
- - -------- -
TERNgTrORtAL
�i M!'kh CoING4'CnETE REPAM
, .. ✓' 1 N S T I T U T E.
1323 Shepard Drive. Suite D
Sterling, VA20164-4428
Phone 703-450-0116
Fax 703450-0119
[-Mail caocreoair•-Jaol.corn
m
Guideline No. 03731
Edlttrg: C:vey E?n2an
Graphi:• desi,grt: Karen Morey
Copynght T) 1496 International Concrete Repair Inntitu%
All right., mtvtd:
I. __ Shepa,4 Drive. Stme U. Stariii:g. Vimm:a'_(;l64-442S
Pharr 7034504I116 Fax 70.i-4�0-0119
d
17tr Iran+=rrtatbnml C'oa,-reie Rcgraar tns!ir✓fe e (CR7,1
.ra> ju,u¢dee} to impsve Ike dtxndiititr t f. onertie et^
�hiir or", rnhance ir.s ;wiue f,r cn'uexxrr ewtnrcr. The
I.at'Y±titia,'<ill+!q. del V"Z+p "'rnf, e:na promolior q(we vtr so
71hn. z5m1�4 131Pf±iCuta, EFi(IJnGtd'Yfanr fl a pfiriarC veill i
ie;'rxet�lrratlne ivf: rnrLe3 of r:•ye:ir tr;P<'.rzulecy. 44%rr$-
throagh a roriet, r-,, fo, nom. ffRf members have
d o >npnrumit to addie5s diese tad`meaand to cGu-
tr'hwe ,,, imjir'wifr the practier of eon'rete regain
�l prrtt'ipa7 Ccmpnneffr o! Ihi.crr cfr[ !s rr3 tsrrAe rzzr.:-
;t ,wleered irPrl>maa+on on imlfvrtrtna n"%4r sub-
lrtrty' rwtuliiv aec'>:esibir m deetsiue azukers. Durba-g
fire paar se, cral dc<-udex, muck ha,. ircr r. relmnird in
,fre Azrrdtmre nn wise �ezr rCprlir nreEt:n(jx m!d +iraicri-
a7s ra-c fht ' have bcec develnpeeiand refuted. Vt^-er-
r;f: etcs, it has fuea e` liicalt to fine: crifiralir revivwi d
!r.-?? Manion un thrs¢are ai the art eandeasrd Lao eu.=
f"e fi) murt.r. Zit ?h?'S anfd_ WRI guidehnec are Pre-
pared e-,•: sen,'voned task; soaps and rq pToved 6t tlae
ICK-ehrical Activh;t-.v Cenrmnittre. 1,a(Yz ruidehne
addner sec on area o-t jo-twtice retwgy:krd a.ti r.sveii; ra'
it; the athierement ofdarahle repairs -AN 1C'RI guide-
line dnrvmenrs are ralneoi to cowiraiai revier, b� the
maemherslrip and fnav be rericed as ranprm ed Gv the
7cc7awal Artiraies Comnimee.
'lln9 d�w•mmem r, in." tied ter dtc
n"smr-ctc•ten pm*.'c.,=.�n :a an.l::cscrc to mr a;i<x>ntxurs.7t+x
not 'nh. d'd:urei w-c. xa rmfc..ronsiznvin=r,rd,,irnerof
an tt•�p;.ncibiinp?a�hes�i•.ffiiationnfccrsratcr:.pvrtm:fi-
��, roamr'rnf;. �x prsaiet-u sYhAc:.< Gclic}tnu=miomuui,r.
<enuincd httmnttgr,-acmnth:;Pr.+pu nx.ttu-m aiic.equsFitg
"Olm. the Rt=x ia,sitnu 4matdic-
cfimanplrahilirymn+yxrr�ii6iliry rothn+.•;m amsy chca>; to
rdyan ail .,any p r, o: lbif' pvidainc.
Task Group members for 1992 edition:
Peter H. Emmons, Ghalrman
Kermit D. Bright
Richard P, Delargey
Don &ardoni0
Robert Tracy
Douglas G. White
Approved for reissue by the
Technical Activities Committee:
Jack A. Morrow. Chairman
Peter H. Emmons
Robert J. 6olyas
Thomas R. One
Kenneth M. Lozen
James E. McDonald
Randall W. Poston
April IM
GUISE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
go
:C t
'rhe cause oP mom concrete repair failure, and in-
stances of cost overruns can be traced tothe selection
of inappropriate repair methods.' as document has
been prepared to help visualize the memods commonly
used for the repaiiof deterioratedconcretesurfaces and
to gurney the applications for which each is considered
to be most suitable. It is not inrended ux be a detailed
rind comprehensive "ttow-to" guide for the various
rnterhads des,: ribed, or a suhsrirure for rite reeom-
mendativns <f an experienced and quedified repair
specialist:
Tins guideline summari2es currempractice for plac-
ingcement-basedrepair materials. Itprovidesowners,
engineers, material suppliers, and repair contractors
with a quick reference to assist in the selection of
suitable methods of placement. While this guideline
covers only the selection of suitable application meth-
ods. other guidelines covering related repair subjects
are available from ICRI.
Consistent succors in concreterepair begins with the
recognition that each repair situation is defined by a
unique combination of circumstances shaped by engi-
neering<exposure. c onsLructibility, cost_ and time con-
sidcmtions. With this is in mind, uscrs of this guide are
encouraged to make the best use of inclu}try resources
lay bringing the exper?isa and experience of the tiro_ i-
necring community. product manufactuncrs. and quali-
t icd contractors into the planning proecsa-
Themsatllation methodrnustdelivertlteseleciedrepair
material to the prrparvd suNitruta with predictable
results. T'he properticc of repair tuatcrials generally
apt,-<:illedar::cpmpresaiccancm;the �ndstzength,shecr
streaetit. and chase properties which influence volume
cftw°eces. such as d ivi ng shrinkage. modulus o? ela.�tic-
itg, antd cvefi`tcient of therntaf expansion. C7tioer proper-
ties Such as resistanceto freezin- ancf .thawing, low
permeability. 01sulfate resistance tIIa4 be $lh'CtflCd.
The repair material must fully encapsulate exposed
reinforein_e steel. achieve satisfactory bond with the
substeie. and ill theprepared cavity without segregat-
ing. if they:: requirements are not achieved, the repair
will not perform us intended purpose.
Bonding of die repair material with the exisbng
substrate depends upon the repair mataxial reacting
wiih. and interlocking to, the profile of the prepared
concrctesurface-Some materials may requim abond-
ing aeent to ensure intimate contact with prepared
surfaces If the repair material is self -bonding, it must
have sufficient hinder 1'c_g. cement pasta, epoayresin)
to thoroughly wet out the substrate.
Force must he applied to drive the repair material
into intimate contact with the prepared surface. The
typtt of force will vary with the application method. In
trowel applied systems. the repair material isforced
into the prepared surface by the pressure applied to the.
trowel bythe f nishcrorcementmason. Incast-in-place
systems, the pressure is provided by internal vibration.
or hydraulic pressure developed by the concrete or
groutpump. High velocity pacumatic placement tech-
niques develop exceptional force through impaci. The
dry packinglimeess generates pressure when the roddiing
tool pounds the material against the substrate.
The requirement that repair materials F.c mixed and
applied without segregating is equally important.
Any segregation of material components will alter
physical properties and reduce or negin--- theability
of the repair to fulfill its primary function —to
restore the structure to its original condition to the
fullest extent possible.
Before finalizing the selection of the repair material
and the installation proccdure, check the system's
ewtsuucitiility.'-odeterrnincconytrucfilsitits- heft 1.
lowing quc>tivnsshould be adidre;seet:
• Can ii be boil:wh:tin rite conwtsairxs spet.i{ie<Ibr the
tveineer erne; the niwterP
• Will the spevi ied installation techni lue a(tasa the
rclxnrs to ga iuro servh e u•itlau the irme,spe cified?
GUtDEFOR SELECTING APPLICATION tii€THODS FORTRE REPAIR OF CONCRETE SURFACES
03P31-1
• (s. itte Aurk,I g environmem condacire to the slxc•i-
fied tasiallarion recltrrignc.'
• Are crtteriencrd contractors avmilahle for the
project-'
If the all ver to any of these questions is no-ormaybe,
then the choice of repair material and installation
method should be reassessed.
The selection of suitable repair materialand applica-
tion method should proceed in this sequence:
1 Selcctdie repair material providing thcsuzzi thand
durability properties which best restore the integrity
of the original design.
2 Select a method of placement which will success-
fully place the repair material onto die prepared
concrete..
3 fie%-icw the physical properties and placement re-
quimtnents for the repair material to ensure the
corstrnct bully of dw selected repair sysiern,
4 Change, the material orapplicatiormethadUSneeded
to provide a constructible rcpair.
When trade-offs need to be made, the long-zcmt durability
of die repair system is far more imptrrcmt than the ;iris of
application.
r
The combination of the working conditions: the repair
contractor. the existing, concrete. material. the stmeture
design- ant; --the repair material, Is unique to every
project. Much can no wrong without proper quahil.,
acsurmcettndroi#iiitcqualitycontrol. Stnrtbyselecting
a qualificii contractor who can demonstrate sucecsf ul
Ion —term repairs it: c:theintended installation method,
If any questions contain unanswered rcensding the
contractor',; qualifications, the repair material, of the
installation technique. consider it pilot project_
During the actual repairs, develop a reedback sys-
tem to verify compliance with the engineering require-
ments established forthe project. Physical proptirnesof
the materials can beconfirmed by sampling at Inc iitne
of placement, by in -place testing. or by using, core
sampling techniques. Bond arentuhscan beverifiedby
coring through the repair and into the sub-atrate- AA -
lowed by aa.plying a tcasitc; orce to th'e core.'! Consoh-
dation of the materials can be verified with visual
observations of extracted cores and in -place testing.
I I I SoMhla direct te^,Iile zest r thods a -destnbxd i¢ Aa J 13R
"Usc of Epoxy Cuonveands widl Cnncmte:" ;Aplovdix R-I'e,t
,Method, \Y:ctae: a£Coecreu Pracncc.
I
W
03731-2 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
M
cr s
General description: Repair material is mixed into a
rrau � Fa€�le, nou-sad cnn�isten:,`��-'firuus is ter other suit-
able placing toots are used to transport the repair
material to the prepared substrate. The repair material
is pressa.$ i€no the substrate to deuetop iniimatecorttac[
svithou=. voids.
Best application: Surface restoration when rcinforc-
ing st-el is ncx encountered -
Material requirements: Fine-grame.'t maiermi easily
fini bed, ,aith non -Sag properties to stay in place in
vertwal or overhead applications,
9=
General description: Repair material is r3iscd lulu a
uniiorin, cohesive plastic state, then transported to a
confined space and compacted with roddine tools to
produce a dunsc repair, material
Best application Post -tensioning ,rout puc%els: tic
holes: pan joist bottoms: wattle pan jurists: vertical,
overhead and hor'vontal locations_
Rtici
� ' a -a _a - ,p • o' is d�.
M
1.
r:
-
Material requirements: Mortar with consistency ca-
pable of heind molded into a ball wichontsagging.
Reference: Headquarters. United States Army Corps
5�ttra'•±k
ofEn',nneers 11995), `Evalnaiion and Repair of Con-
crete Stractures."EM 11 I o-2.2M2, Washington. D.C.
GUIDE FOR SaECIMG APPLICATION MEMOS FOR THE REPAIR OF CONCRETE SURFACES
03731.3
J e
I
General description: The placementofre air material
into a confined Space tvidi formwork defining all
exposed boundaries: Repair matcriaEl;- arz.: deposited
into the "artwork and consolidated by nodding or
conventional vibianon.
Best application: Columns, walls, and exterior slab
edges.
Material requirements: Castabic concrete or mortar
with proper bond propciiies, low shrindas:e. tow w•a-
ter/cement ratio, and a hi,h(y dlowable mixture.
Reference: ACT 304R: n Guide for),Ieavnrine. Nlix-
hu% Transporting, and Placing Concrete"
Form and cast -in -place
(Full -depth replacement)
General description: in lieu of ptrdal-deptit repairs,
the tuci iber in qtiellfioncan he removed and replaced
in total.. Plac:cmcnl medtods should -follow eaxd con-
ercte practice.
Best application: When detetiorruidn is extensive
througWat the member,
Material requirements: Conventional cau•in-place
conureir with (au shrinka;e, loss water -cement ratio.
and a hiOly workable mixture.
Reference: ACI304R-`Guide for,14cas-ur,'ng, \fixing.
Tinms' .rung. and Placing Concrete'
121 @riucocvw cited in this manner are fmn: the ACI
Manual of Concrrtc Prtctit2, American Coner ne
dna;it,ne. Detroit. Rfichigan.
�EiBt! ir�.F'eb
� s ar4 ncmrrotk -
N
I
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03d31.4
GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
a
a
M
1e
Gener2l tteS£ripti0n: Repn, inateriai is mixed and
Pumped via of=nc rote I ine gonna ied ,o , he [arm a r ek.
t tilt#ie. lava., iyfilled and pre surized Cans ({lotion
and Nx thin',, i provided ns ifw mretn 1 term pressure.
Best 2ppli£atiOR Overhead and ,erO . t upplivalion,
n'herc congested reinforcinlg is ptseni_ Eieam heit-
mrn>, ribs, slab soffits, or �cnona t;: ed arcai.
Material requirements: pmnpable_ goral flow chase..
t2'. it n.$t l-4(:ft-�{)t;liittgr iS`U.,�n rl'natl.Yi/e ciinipatible with
see of" taviiy and space b a cciz bar.,
Referent: AC71 50-;.?R. "Placing Concrete by I'ump-
sn. �ietL=a•'s'
2*3�0 REMOTE
Genera! deScrlpGOn: Gap -graded aglregaic is pinged
into formed cavity. Grout i, then purup dinto tram via
trout pump until all voidti an. 'tlied and I resaurind.
Shrinkage i� rim anal Nxausz os . ulrc.gal , coniact and
volume.
$eSt 39QflC2ti01: Vertical and oveditad applications
vvher ettfimely low shrinkage of repair material is
required. column enlargements.
Material requirements: Gap -graded aggrngaic (40-
50% void ratio). punipable grow% sepGbordint! Pori-
land ce:nentor resin-bvasc it binder_ Jae inch (22.5 mrn)
or larger aggregate typically used in ce.nentitious
applications`
Reference: ACI Jilt. i R. Guide for t et et fP epfaced
Aggregate Concrete for Structural and %lass Concrete
Appiications-
i
i
Grro^2
1rtx: erml
GUIDE FOR SELECTING APPLICATION METH00S FOR THE REPAIR OF CONCRETE SURFACES
O3731-5
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
S = SPALL
4 - HEIGHT OF DAMAGE (COLUMN AND WALL ONLY)
-= Top
M = MIDDLE
B = BOTTOM
EXAMPLE:
C-2-F 5 CUBIC FEET - COLUMN - SPALL - MIDDLE
10-0-C = 10 LINEAR FEET - OVERHEAD DECK - CRACK
8-W-S-M = 8 CUBIC FEET - WALL - SPALL - MIDDLE
DECK SPALL =
OVERHEAD SPALL =
CRACK =
ESTIMATED DAMAGE
CATEGORY
DAMAGE
COLUMN SPALL
11SF
COLUMN CRACK
0
DECK SPALL
202SF
DECK CRACK
250
OVERHEAD SPALL
112SF
OVERHEAD CRACK
50
EDGE SPALL
829SF
WALL SPALL
0
POSSIBLE ODOR OUT
165LF
POSSIBLE WINDOW OUT
121
PINHOLE RUST STAIN
77SF
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL • STRUCIURAL • MARINE
C rm m
ENGINEERING
CSM ENGINEERING, LLC
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772-220-4601
W W W. C5M-E.NET
CERTIFICATE OF AUTHORIZATION: 29017
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GENERAL NOTES
NUMEROUS RARING BRACKET SCREWS LOOSE
NUMEROUS RAING BRACKET SCREWS RUSRNG
TYPICAL OVERHEAD CRACK IN STAIRWELLS
NUMEROUS CRACKS IN KNEEWALL AT COLUMNS AT CATWALKS
SPARATIC OVERHEAD CRACKS AT COLUMNS
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN OR
JENSEN BEACH, FL 34957
CIVIL . STRUCTURAL . MARINE
C rm m
ENGINEERING
CSM ENGINEERING, LLC
213EI1 9E OCEAN BOULEVARD - SUITE IA
STUART, FLORIDA 34996
992-220-4501
W W W.CSM-E.NET
CERTIFICATE OFAUTHORIZATION: Z9057
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CHARLES A DARDEN A DATE
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INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34987
CIVIL STRUCTURAL MARINE
csm
ENGINEERING
GSM EN GINEERINGr LLC
20R1 9E OCEAN
( f I
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UNITI_1 O1 __
COW{W SPALL = 00
COLUMN CALK = 00
UNIT: STORAGE DIs ECK
e'er0
OVERHEAD CRACK - 02
CDIUNN CRACK - 00 _� SPNL = 00
' DECK SPALL = 00 POSSIBLE ODOR - 09
DECK CALK = 00 ' POSSE WSW - 04
OsflWAD SPALL - 00 POOLE RUSE - 00
OVERHEAD CRACK e W
EDGE SPALL = 42
WALL SPPEL = 00
POSSIBLE DOOR = 00
' POOIE RUSE = 00
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UNIT_? ❑2 ___ U ITISTORAG
-r--T---
COfUYN CRACK 00 ...-_..__,._ COLUMN RACK .. _' 00 .......................
COLUMN SPALL W 'LOIDMN $PAIL:""--- W
DECK SPA M DECK SF d OD
DECK CRACK a 00 .-__-__..--� DECK" —m DO
OVERHEAD SPALL • 00 OVERHEAD SPAN m 00
OVERHFAD CRACK . 00 OVERHEAD; CAM 00
FDCE SPA L Ot EDGE SPAll.-...-'__..y 01 ..-__._.
WP11 SPA11 v 00 WALL SP 4 00
POSSIBLE DOOR = DO POS5BLE (DOOR = W
PWHDLE RUST • 00 PQIHOIE�RIh7—P OO 1.
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STRLJ CTLJRAL INSPECTION
ISLAND DUNES OCFiWSIDE II
8800 S OCEAN DR
JENSEN BEACH, R J4957
CIVIL STRUCTURAL MARINE
C5M
ENGINEERING
CSM ENGINEERING, LLC
2081 9E OCEAN BOULEVARD - SUITE 1 A
STUART, FLORIDA 3499fi
��2-220-46C 1
W W W.0 9M-E.NET
CERTIFICATE OF AIITNCRIZATICIN: 2906�
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INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL STRUCTURAL MARINE
csm
ENGINEERING
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UNIT: LOBBY ! UNIT+_L❑BBY �
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COUMIN CRACK
- 00 WWYN CRACK • OD%
DECK SPNL = 00 DECK SPAM = OD \
DE K CRACK . 00 I OEfI( tlUCI( = 00 F
QYEIRW SPALL . 00 I D.EfdPAD SPALL 00
C VI EAD am = 00 DIFIOm CPAd(� 00
DICE SPALL . 58 EDGE VAIL .SIB
DNL SPALL - 00 MNL &ALL
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STRUCTURAL
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STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN OR
JENSEN BEACH, FL 34957
CIVIL . STRUCTURAL . MARINE
C s m
ENGINEERING
CSM ENGINEERING, LLC
20B1 SE OCEAN BOULEVARD -SMITE IA
STUART, FLORIOA 34996
772-220-4601
WWW.C5M-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
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S9/ONAL
CHAFM A DARDON JR DATE
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STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL • STRUCTURAL • MARINE
C s m
ENGINEERING
CSM ENGINEERING, LLC
2081 BE OCEAN BOULEVARD - SUITE IA
STUART, FLORIDA 34996
•172-2 ZO-4601
www.CSM•E.N ET
CERTIFICATE OF AUTHORIZATION: 29057
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DECK CRACK = 00 DECK CRACK - 00
j 00HEAD SPALL = 00 O`/EAHFAD SPALL - 00 OVERHEAD CRACK - 00 ) ' OaHFAD CRACK - DO EDGE SPALL = 00 EDGE SPALL = 14
WALL SPALL - 00 ( WALL SPALL - 00
POSSIBLE DOOR - 0O POSSIBLE. DOOR = 00
- PINHOLE RUST = 00
I
it I I
1 JI j'
II
IT41
,
YONAL
INSPECTION
ISLAND DUNES OCEANSIDE It
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL STRUCTURAL MARINE
C5M
ENGINEERING
CSM ENGINEERING, LLC
2081 9E OCEAN BDYLEVMD • SUITE IA
STUART, FLORIDA 3499fi
�'12.22Y-46Y 1
W W W.CfiM-E.NET
CERTIFICATE OF AYTXORILATON: 29D5'I
ME FKFFW KM EYVAryyY PWRAS NS/MFP WItlOX W16fRXIpI
uq mYn mLrtrtr sans n'ts uaxs aop suE xmma
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RA•SI YO @SxI V d d9IIW511L
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uc
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[MIM1'!16 61kY1W`BL IW M 0}AUMNI V MI ¢+fMWi
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No.76910 —_
��Q •• STATE OF •• ((/
CNARIES A DARDEN JR DATE
M1am. v(uSVID M1OF1vaLLE�I I9 rnlo
sw6e,l�
809-810
73CJ r j f._ . F "L t q 00 SPNATION
1 t i Posvmc wwoox a n `r, { { J
f_1::Li O BS EAD Y Yrx15�i (`
RUST '� POSSIBLE ODOR OUT
20x T E 40 .
3-D-S- _ I
COWYN SPALL = 00T r'
COURN CROCK c DD ..mil
DECK SPALL = DO
DECK CRACK • 00
OVERHEAD A . ...+..
OVERHEAD CRACK = DO f
EDGE SPALL = 02 j'... �f..... ....r.
WALL SPALL 00 UNITL-81 ❑—
POSSIBLE DOOR = 00 -- 1
PMOLE RUST = 00
COLUUN SPALL = DOii
COLUNN CRACK = DO
DECK SPALL 2B
-t -I
1 ` =
_.._��.1 DECK CIM - 03
i __..............._.-- OVERHEAD SPALL = DO """7--I•
OVERHEAD CRACK = OD
t EDGE SPALL = 12 •...'ij
WALL SPALL = 00
POSSIPoE DOOR v 09
i I POSSIBLE WINDOW - 04
PBHOIE RUST'
OS
I '
EN
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wK ntE DETA3nxatwx '
�. �.
STRUCTURAL
STRl1CTL1RAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN DEACH, FL J4957
CIVIL STRUCTURAL MARINE
ENGINEERING
CSM EN GINEERIN G6 LLC
2C91 9E OCEAN BOIILEVAgO • SUITE lA
STUART, FLORIDA 34996
��2-22C-46C 1
W W W.C9M-E.NET
CERTIFICATE OF ALTHCRIZATICN: 29C6�
M[ wa+me Nrrter rpatmr A®ns xrs/qx Lauxm w mvm+pn
um vrxw vx6quq w[xrs MEs quw wo Lauvw6s ut wf ro s6
nvp[asm Lwmm plgm m nsurm ro urc ,uwo vwrc m rvf
LO4Y IP WYMP 'M115pMp MNWf R95, WIIwW[ INL EYp3S5 MJIry1
Vw1E5sKM IHO LOXSEXI (i t5u aYu.'FfFrv411C.
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wsmr¢xr a vnmssNUL YM%[ rs axrewn a Lsu Lxwagrc, uc
mo rs rror ro e<v�m. w maiL av w can fw ar+mgx mmEa
Maur ML uAmw wMvqu, Lx a Lw wcxumvw. uc.
L91 MMLLAWG LL< WV19G11 M016
mrowis swu 6s rcnu¢p w rxE Xm ro rw axM,cmA. nE
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No.76910 —
��Q •• STATE OF • CC/�
:
S��NAL E� �.
CHARLES A GARDEN JR DATE
qww xLagwm wartsswu wLuue � rwlo
OND I 901 -902
POSSIBLE DOOROUT��_I RLEI I DOMINATION
f y
I I I
Csm
jUNITI 902 l
COLUMN SPAIL - 00
II DECKCOLUMSPALL CRACK 00 - 00
!� DECK CRACK 00
OVERHEAD SPALL • 00
OVERHEAD CRACK - DO
f
EDGE SPALL = W
I� UNITI---=�--- —� Pom IWALL SPALL o0
9 ❑ � PINHOLE RUST =00 00
...I / COLUMN BPNL ,� 1
^.....�..... .. COLUMN CRACK - 00
DECK SPALL - I6
OECK CRAUK = 016
0 I
ODGE SPD SPNL = 00
/ \ OVERHEPD CRACK - 00 j
EDGE SPALL = 1Y
WALL SPAIL - PO
POSSIBLE DOOR = 12
PINHOLE RUST = 00
l
I
I
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1
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1
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I
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STRLICTLIRAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, Fl_ 34987
CIVIL STRUCTURAL MARINE
ENGINEERING
CSM ENGINEERING, LLC
20B 1 9E OCEAN 9DYLEVAflD - 9111TE 1 A
STUART, FLORIDA 3499fi
'l'A2.220-4fiD 1
W W W.C9M-E.NET
CERTIFlCAIE CF AYiHGRIZATIGN: 290fi9
nE [xcx[m NAaI EmXLmr X6fmis Ia/xrn folNa w memm
uD mla s�vaN �Irs nRY vus ummmssm Nnma
m rsamLvw'wlwuaraaRm amalwiXi TMi r�vsss Xwmmx
RA1sLW Y0 fMYM, x, fv NYI6®l4 LIL.
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xsmMN m vmrtszonu swot[. rs Navwn w rn vmlumw.Im
NDNwv la Rusm.x.wl[fNx mX ar oxaa vlmLn
601V11 M EAIIfN WIN}yAI41 R f4l LW6 4.IIG
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LEGENs�c'•
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V
_ No.76910 —_
�pQ �• STATE OF : • 1(7�
CHARIES A W20EN JR MTE
norms Nf¢Imm vmrLsvww Nx+rx(n m Iola
aim XNu
aa,E 903-904
rl+r1[I...1
I AAEDGENCRETE l �� i�fT� .... �(
WAEERPRODE4NG5 I
PEELINGcsm
UNITI_9O3 i UNITI_904
COUIIIN SPALL 00 ( CUM SPALL ' �
COLUMN CRACK = W i I COLUMN CRACK = 00
DECK SPALL = 00 DECK SPALL . 00
PECK CRACK _ W DECK CRAG( = 00
OVERHEAD SPNL = 00 i ( OVERHEAD SPILL = 00
OYFPo�AD CRACK = 00 OVERHEAD CRACK . 00
EDGE SPALL . 02 EDGE SPALL . OD
WALL SPAEL = DO WALL SPALL = 00
POSSIBLE DOOR = DO POSSIBLE DOOR . 00
PINHOLE RUST . DO ( PINHOLE RUST = 00
I
f
I
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I
INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL �4957
CIVIL STRUCTURAL MARINE
C5M
ENGINEERING
CSM ENGINEERING, LLC
2081 9E OCEAN BOULEVARD • SUITE lA
STUART, FLORIDA 34996
��2�22C�46C 1
www.C9 M�E.NET
CEFTIFICATE OF Al1TNOFIZATICN: 2905'l
M[ FN:XQY XFPffi.' pRf$MFESWhi wS/KA IdWd1 W D]P#!R
Xn onew wxwXn wwrs r� wu5 wo owwwn u5 xm ra R
PLVR011[@ [MAti[4 WR4lR �SYGVro !4 M'Y MX4 GMfI w INY
I4W N wxKP Xwimfl44 nlKur 1W1 N1NeiC M[ RRF1S YWIryY
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M4 4%WAr, mE iow. xm MNwS vrtarsaX.am Raay..s .v
MIBtlMfQ ✓MFSRW 9'M. L5M�4WRQ(91 pYfM411G
Xmwmrro Roso. xXwQax wmoiRX wm4n
wMM M w4M SMWIAXW V Oi Y44AF IIG
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CCiG
� Q�.•' �+GENSAc''
No.76910 —_
��Q �'• STATE OF !(�`
�1111111++
CLNRLES A 0.AROEN JR 04IE
� wmmm vwEaow ExSifA x4 rRio
vXR Xu¢
sm H-
905-906
IOOIC THE DHAIDNATIA
# fi' ❑ 1 ffi �C
i
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C �� FUf ASAP
I
DECK CRC
1 +
UNIT:-9❑5--- I UNIT: _9❑6---
CD-ULM SPALL - 00 COWLIN SNAIL - 00
COLUIRI CRACK = w I DECKCOLUANS CR/LN - 00
DECK WSPALLS = 01 OELR SPALL • OA /
DECK CRACK v 00 DECK CRACK - 00
womm a v 01 OVERCKEAB a v 00
WEAMM CPILN . 00 V•£RSAD CAmN = 00
\ EDGE SPALL - DO EDGE SPAIL . ED
WALLBLE D - 00 WALL BLE D - 00
POSSIBLE ODOR . DO POSSIBLE DOOR v OD
PPd7dE RUSE W PWIOIE RUST . OD
i
\ rr
r
r
r'/ r
\ � r
j
STRUCTURAL
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, R J4951
CIVIL STRUCTURAL • MARINE
ENGINEERING
CSM EN GIN EERINGL LLC
2L191 9E I]mEaN BOULEVARD- 5111TE IA
STUART, FLORIDA 3499fi
�72-220-4fi01
WWW,CSM-E.NET
CERTIFICATE CF Al1TNCRIZATICN: 2905T
M[ flM QN HP[6Y pAmYl WSFR$ W$/IFP ItlWM W DPIHNI
um anm v rtxrc wms LSL vlurs wo asrucs eH wl to m
auwo:cm d.HLa osHa w ♦smm m un Mwo vurc x wr
1pN W YNAW YWi• A C. fA61 miblw4 ML FWd4 Wxld
Hwlmd xx m13X1 H Ld draWw, uc.
rm mLumn, ML iws. •xo osnds xosHaxrto HHx, u d
M1nVXI H P0fFS9YW SFMI.6 {PHdIY H (SY gy6RlL.11[
x06 YU 10&�.Hxtl[WxMA1MM011(B {tlS[I
rnxnn a � xmmura H m dr+mx. uc
p, pp(W411G L�rt oAl6
ML (u0.TM 9WLHHWmxMTUdIK Q'RV:ItlI M
LUtbLIH 6 HY4®L IRA IK COJIWxx H Ml ORISYR
u scum xor^:m HRux ro uy�r Hors
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mw x, �oM coxs
auum H, aumLs oumx
scue. xrs
moxu A.
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QQ`• GENS � �
_ No.76910
Q '•. STATE OF • C(,��
;
/I/IIIITI�
CH4RLE5 A OAAOEN AALE
nos aascw vwrmaLxu dum m mxo
am xrc
sm A
907-908
T ..--
!.frT?
j jF 1
I \\
`PROEAE E SPALLCsm
!!
i 70%DLE EIAMMTON ; IOx TILE IBAWRTION
1; j
II
I
i UNITI_9O7 ___ UNITI_908 _
I !
I COLDMN CRACK = 00 COUMA CRACK
= 00
. I DECKCOULIVINS CPlJ7( • 00 COUADN CNLK . 00
j DECK CRAG . 00 DECK CRAG = DO
i DECK CRACK = 00 DECK CRACK = w !
OVERHEAD SPALL - 00 OVERM SPALL - 00
O EAD CRACK = 00 I OVERHEAD CRACK - 00 !
EDGE SPALL - IN I ( EDGE SPALL . 00 1
WALL SPALL - OD I WALL SPALL . 00 1
POSSIBLE DOOR = 00 POSSIBLE DOOR - 00
PINHOLE RUST - 00 PINHOLE RUST . 00
I!
!I
it
I I !!
I_
LI
.-I
p-
— ..-{ZORIO
PROBABLE SPA1L PRORABIE DPAM, � diPROBPBLE SPPL. " }
� OVERHEAD CRACK �J � ••
100E TRE DELMNATION I 40% IRE L�1A:0NATim � -7
I I I f �''.I
1
I
UNIT:-909
1 COLUMN CRAG - W -
COLUYN CRACK W .._. -1
DDECK CRAG( = 06
DD II —�
OVERHEAD WALL-�
OVERHEAD CRACK = 01EDGE SPALL '-I,�
WALL SPAL =DO UNIT1_91❑--- I-. l- j,I
j PINHOLE DOOR = 00
P00101E RIISf = 00
j j _...._..... COWYN CPILIC - OD i
DECK CRAG = 00 .-o '-
DECK CRACK = 00 'i-T-
OVERHEAD SPALL - DD
j OVERHEAD CRACK - 00
EOOE SPAU. - 11 ^
I POSSIBLE E 000R " DO /
j PINHOLE RUSE - 00
I I
I
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j
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STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN OR
JENSEN BEACH, FL J4957
CIVIL STRUCTURAL MARINE
C51�'I
ENGINEERING
CSM ENGINEERING, LLC
2CIB1 9E OCEAN BDIILEVARO - 9111TE 1 A
STUART, FLORIDA 34996
�•12-22O.4fiO 1
www,C9M-E,XET
CERTIFICATE CF AUTHORIZATON: 2905�
Mf E,GXmI N[RfiY [Yp[$A! Pf5FMf5 N[/YFA WYNM W QYIgEX!
uY OMP flA1RXry PDIR M[Y RM5 wU W WtGi 4S Itll N d
WRmeLs. rxwm mm. w.mnim ro u.T Mw vum n w.
EIVJ 6 Y9L4A wu150.5W YIIKU1561 IXIwN 116 Pw64 •wfM
RwSLX uY R Spy 6 t5v IIC
M5 Wf W[XI, ME IOVS, MU IX4PS IXNI(pWp IN4X..W y,
MIgpLXf of Wip[S9[W141N[L 6 wIVFPIY IX LSY [ry4,FFAW4, LLf
n6X]fNBLIR4 XXY1[01WVAVIfM Nrt 011EG Wl[L\
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RaED i
No.76910 —
'-�Q •• STATE OF
CIiARLES A DAROEN JR DATE
Amn RWwpro vwreTsnna wlav Xn vsnm
4mFE
909-910
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN REACH, R. 34987
CIVIL STRUCTURAL MARINE
C5M
ENGINEERING
CSM ENGINEERING, LLD
2081 SE OCEAN fiDOLEVARO • 9NTE 1 A
STUART, RCRIOA 34996
•A•12.22C-4fiC 1
www.CSM•E.NET
CERTIFlCATE OF AIITHCRI2ATICN: 29C5�
IML A1016N k16BY NRS4Y ASAM1iS X4/XfN NUW W14RPJ4Xt
ao onvn vmRan ears mtzE nxrs rxo owev.s ra[ ms ry a[
Rv�us[o, avmm. cam. w vsm,m ro m+,wm wan R un
rvva w,ArmR vursxsw emm� mse mwwc � aona vanes
vaussol, um aXmn a av vluv[Nw uL
Xs aasuma. � (f.L as R�S,�NIm I� 4.
vlo�� uc
rs wi m tee. �roi,
c'so m R.w v�mvaixrmo
tlIImU, 1IQ XWIid WapV115X 6 OI UgM@➢L. aL
cw mauwawu uc coRlmar axle
Rs oao55m sws m uXrm a ar,m ro w[ mwac,a. n¢
OMM1Kta 5 RSitl11BE [d M <AWMNI R ML WE 6
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No.76910
�p0 •• STATE OF • ((�
:
CIWKES A Oa90EN JR
F+
F I— ts-i'=::
l l — - i
41 r
RUST + .-j 1 - I - .i. (� PROLE
NWERWS CRACKS DECK SPALL
1 r 1HROUQ W RLE '
IOOK 7RE ISANNATION
.-....... i I.
t-.......... i UNIT 1 002_
'- COLUMN SPALL - W
COLUMN CRACK - W
--- -. DECK SPALL - 04
DECK CRACK - W
..... ........ OVERHEAD WALL - OD
OVONFAO CRACK a 00 L��_.1-..........._• EDGE TALL
I I WALL SPNL = 00 '
1 001 PPOSSCM RDOOR : 00
1
UNIT-------- II
I I II
J
COLUMN CRACK - 00 j
COLUMN CRACK = W
''-....... - DECK SPALL . 00
DECK CRACK = 00 ! j
DYEIOffAD CRACK = DO I
EDGE SPALL = 03
WALL spu 00
POSSIEE DOOR = 00 '
\ RN " RUSE - 01
I I
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it
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DATE
DEWIIN4110N
I
UNITI 1 ❑03
UNITI 1 004
CDLUMN SPPll = 00
CPldl( = OD
DECK SPAll = 01
DECK CRACK = DO
QJEIWEAD SPALL = Di
OYEIDU'AO CRACK( . 00
=
SPA1L 16
WALL STALL - OD
DDOR . 00
CDWMN SPALL - 00CDWMN
CDWMN CRACK . OD
DECK SPALL - OD
I DECK CRNX . 00
O'hRIffM SPAR - DO
I PIF3UF.N CRACK 00EDGE
EDGE SPA1L = BIT
WALL�� • 00P➢S4RLF
I POSSIBLE DODR =
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL J4957
CIVIL STRUCTURAL MARINE
csm
ENGINEERING
CSM ENGINEERINGs LLC
2061 9E DEAN BOULEVARD - SUITE 1 A
STUART, FLORIDA 3499fi
�'12.22D-46L11
www.C6M-E.NEi
CERTIFICATE OF AfATHORIZATICN: 29C6�
MF LYE,IRP HAY GWIIIY IRSAIS NS/1(P ([uWp 4V t'VI#NI
xm ona exoRxn Xxrs. Mz Xws wo oxr«Ls a¢,m m a
N9wvx'm. LNwm. anla an wsxrvm ro wr INIm vwN x wr
rw� a wxwx wuwnw XNau: rsrs: oawwN M uvRs rw,p
swLmoi uR Lamm a Lv ou+�c uc
,x5 omavn, M 5rw. un ¢sors iXwww+m �. w w
M'IPYnI K NRE9iYLL 4M1LC 5 �N V L9, pd6ML. LLL
4Y6MINH1®,NXw[WXWAI IW MY O4Q KSSLI
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L9, 40.StlL. IIL OY�mll CAIL
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No. 76910
��Q '• STATE pF
%fin'•. F�ORl9P'.•�G,\=�
l';ASloNAL
\E �O.
CFW11F5 A DARDEN A DATE
M1Q4 gCaiPip pRf69AY py@ s} ]fi910
9Q1 ➢/d
xw+c 1003-1004
JvTLUE
OEN
D
INSPECTION
ISLAND DUNES OCEANSIDE II
8600 S OCEAN DR
JFNSEN BEACH, R 34967
CIVIL STRUCTURAL MARINE
rm51'7
ENGINEERING
CSM ENGIN EERINGs LLC
2081 9E OCEAN BOULEVARD - SUITE IA
STUART, FLORIDA 34996
'1T2-22Y-4fiY1
www.CSM•E.NET
CERTIFlCATE OF AUTHORIZATION: 29CSO
MC QIG1[EN HPFH! gIP[aYY MSWRS WS/IFP Wa1gV W O]%w]II
ua omm wmwn woos f�wAn ut reuoSs wE ws soa
wmwm aw.m. Lmte. a umm m um MM van X m
my m uww vasasm mart iMl oAwc nx RYHS RIM
wAYmw uD m5pl D rn on¢ma uc.
Mrs wflSLn, ME ions. ewo oEsfns moxwmrto waon. u w
MIRWHI V �✓➢b'_ ¢M1fE, R PNRflY M LSu ppSN005, 11L
0 6MI 10H1®,XM[WXWl110l IM pIMfP RWEfI
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f91 p{MpW. IIC RV,9NI OAIfi
m omaaa vw aw.wmwna mnD ma fawns nE
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.0 vas Mnww wRa a nnn' wars
worm M. ouvss nms
own, n« �a+ oxis
oRam w: f5al5 wm
vu: xrs
warn 1
No.76910 —_
"�Q�•. STATE OF ((7��
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20B 1 BE OCEAN BOULEVARD- SMITE IA
STUART, FLORIDA 34996
7 72.220-4601
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