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CIVIL STRucTURAL
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GSM ENGINEERING,-LLC
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STUART, FLORIDA 34996
o: 772-220-4601
FILE COPY W: WWW.CS M-E.NET
OCEANA II NORTH CONDO
PERMIT PACKAGE
Located At: Ocean II North Condominium
9900 S Ocean Dr.
Jensen Beach, Florida 34957
Prepared For: Oceana II Community Management
Attn: David Carpenski
O: 772-229-3139
E: oceanaiinorth@gmail.com
,-Inspected: 2016
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPI
REVIEWED BY __��_L
DATE
SCANNED
BY
St. Lucie County
N.. DARq8
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Charles A. Dardefi
Florida Registered
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igi er #76910
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
PAGE 1 OF 1 7
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Title Page
Table of Contents
Scope of Work
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TABLE OF CONTENTS
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
Section 7 -Weather Wall Specification Drawing
Restoration Location Drawings:
Inspection Key -
G01-1201 (Stack 01)
GIO-1210 (Stack 10)
Charles A.
Florida Re
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2
3-4
5
6-8
9-10
11-13
14 & Attached
15 & Attached
16 & Attached
17 & Attached
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PAGE 2 OF 1 7
SCOPE OF WORK
'CONTRACTOR shall provide all labor, supervision, parts, materials, testing, tools, equipment, utilities, permits, temporary facilities,
%anitary 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) Install new helical pier, footing, & steel columns per CSM plans dated 6-9-2016
11) Demobilization
- - - - PAGE 3 OF 1 7
I
ATTACHED INSPECTION SPREADSHEETS AND DRAWINGS
(Lispection Drawings:
Inspection Key
GO1-1201 (Stack 01)
GIO-1210 (Stack 10)
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 Mode Specifications
Weather Wall Specification Drawings
-- PAGE 4 OF 1 7
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 ❑F 1
SECTION - 1
CONCRETE REPAIR SPECIFICATIONS
. ,CART I - 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 V ' minimum depth saw -cut, perpendicular or slightly undercut to the concrete surface at the limits of the repair
to prevent feathering of the patch material. Do not cut any reinforcing, except as accepted by ENGINEER.
F Application of repair concrete shall not be less than %" in depth.
G Prepare all concrete surfaces to receive the repair material, including the saw -cut, to achieve a minimum surface profile
depth of 3", where possible, with a new fractured aggregate surface to adequately anchor the patch material.
H Remove all rust and scaling of the reinforcing thoroughly by media blasting and/or mechanical wire brushing.
"' -'- PAGE 6 OF 1 7 - - - -
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 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.
i
PAGE 7 OF 1 7
•.a
- V
3.7 REINFORCING PREPARATION AND REPLACEMENT
A All reinforcing with deterioration of more than 15% of the original bar diameter, as determined by ENGINEER, shall be
replaced.
B To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a
minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing.
C After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure
in place with tie wires.
D Following all other procedures for the concrete repair as indicated.
E Where the removal of concrete to achieve the required lap length is not practical as determined by ENGINEER, bar
development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 9" with:
1 Sika— Sikadur 32(Preferred)
2 BASF - Concresive 1090 Liquid
F Reinforcing steel shall be ASTM A615 grade 60 minimum.
G Prime reinforcing steel prior to concrete placement with:
1 Sika—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 1%' per lift.
G Use pressure injection equipment to seal cracks on underside and vertical faces of concrete beams, columns and corbels
with:
1 EUCO 452 M.V. Epoxy System or
2 Sikadur 35, Hi -Mod LV epoxy resin mortar or
3 Seal ports and cracks with Sikadur 31, Hi -Mod Gel, or Sikadur 33 or
4 Simpson Strong Tie ETI Epoxy Injection System
3.9 SURFACE APPLIED CORROSION INHIBITOR
A Apply Sika Ferrogard 903 in accordance with SECTION 2 to 28 day cured, exposed concrete surfaces identified by
ENGINEER.
END OF SECTION 1
-- - '--- _- - "'- PAGE 8 OF 1 7
: SECTION - 2
CORROSION INHIBITOR TREATMENT SPECIFICATIONS
APART 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:
1 Statement of qualifications.
2 Statement of compliance with Regulatory Requirements.
3 Manufacturer's field reports.
1.3 QUALITY ASSURANCE
A Manufacturer's Qualification: Not less than 5 years experience in the actual production of specified products.
B Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required
for this Project, plus the following:
I Acceptable to or licensed by manufacturer.
2 Not less than 3 years experience with systems.
3 Successfully completed not less than 5 comparable scale projects using this system.
C Product Qualifications: The corrosion inhibitor shall conform to the following characteristics:
1 Color: Slightly amber (fugitive dye may be added)
2 Density: 7.3 to 7.4 Ibs/gallon
3 Nitrite content: less than 1%
4 Chloride content: less than 20 ppm
5 pH: 6.5 to 8
6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal concrete
relative humidity of 75% or greater.
7 Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack slab black bars subjected to
48 weeks of cyclic salt water ponding.
8 Must increase the resistance of chloride ions using AASHTO 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:
I Maintain ambient temperature above 40 degrees F during and 24 hours after installation.
2 Do not proceed with application on materials if ice or frost is covering the substrate.
3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F.
4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after
application.
PAGE 9 OF 1 7
1.61 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 -borne, surface applied product manufactured in an ISO 9002 certified facility,
meeting or exceeding the physical and performance characteristics of the following approved product:
1 Sika Ferrogard 903 (Penetrating, corrosion inhibiting, impregnation coating for hardened concrete).
PART 3-EXECUTION
3.1 EXAMINATION
A Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions
detrimental to proper or timely completion.
1 Do not proceed until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A Protection:
1 Unless inhibitor does not affect adhesion of sealants, paints and patching materials all adjacent surfaces shall be
protected as necessary in accordance with the manufacturer's recommendations.
2 Follow the manufacturer's recommendations regarding condition of concrete surfaces before, during and after
application.
B Surface Preparation:
1 All caulking, joint sealants, repairing, and patching of concrete surfaces shall be installed and cured before application
of inhibitor. If specified by ENGINEER, apply corrosion inhibitor to routed cracks prior to application of sealant.
Confirm with Inhibitor Manufacturer compatibility of materials.
2 Prior to application of corrosion inhibitor, concrete surfaces shall be dry and cleaned of all dust, dirt, debris, grease,
oil, grout, mortar, and other foreign matter. Concrete patches and all existing surfaces shall be prepared as
recommended by the corrosion inhibitor manufacturer and acceptable to ENGINEER.
3.3 FIELD QUALITY CONTROL
A Test Applications: Before application of inhibitor will be accepted, a test panel will be applied to the concrete to verify
performance under the warranty provisions.
3.4 APPLICATION
A Product shall be applied as supplied by the manufacturer without dilution or alteration.
B Corrosion inhibitor shall be applied in accordance with the use of either spray, brush, or roller as per manufacturer's
recommendations. Corrosion inhibitor shall be applied at a net coverage rate of 75-100 ftz/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 7 - - -
SECTION - 3
WATERPROOFING SPECIFICATIONS
BASF SONOGUARD SONOSHIELD SYSTEM
PARTI- GENERAL
1.1 SUMMARY
A Section Includes:
I. Waterproofing and decorative pedestrian traffic coating system for interior and exterior elevated decks as scheduled.
1.2 SYSTEM DESCRIPTION
A A combined system providing a decorative pedestrian surface with the added benefit of a waterproofing membrane, with
crack bridging capabilities.
B The waterproofing membrane is a fluid -applied polyurethane waterproofing coating consisting of moisture curing
mechanism. Materials have low odor and are VOC compliant.
C The waterproofing system consists of the following components:
1. SONOGUARD BASE COAT, a one component, moisture -curing polyurethane.
2. SONOGUARD SECOND COAT, a one component aliphatic moisture -curing polyurethane.
D System Performance Requirements: Provide material complying with the following requirements:
1. Hardness (Base Coat): Shore A (60) per ASTM D 2240.
2. Hardness (Top Coat): Shore A (89) per ASTM D 2240.
3. Tensile strength (Base Coat): 752 psi (5.2 MPa) per ASTM D 412.
4. Tensile strength (Top Coat): 2,500 psi (17.2 MPa) per ASTM D 412.
5. Elongation (Base Coat): 595 percent per ASTM D 412.
6. Elongation (Top Coat): 502 percent per ASTM D 412.
7. Tear strength (Base Coat): 74 PIT per ASTM D 1004.
8. Tear strength (Top Coat): 199 PIT per ASTM D 1004.
9. Weight loss (Base Coat): 16 percent. Max: 40.
10. Weight loss (Top Coat): 17 percent. Max: 40.
11. Low temperature flexibility and crack bridging: No Cracking of base or top coat.
12. Adhesion peel (Primer and Base Coat): Plywood 34 pli, Primed mortar 43 pli per ASTM C 957.
13. UL Class A Fire rating.
E Weathering Performance Requirements: (ASTM C 957).
1. Elongation recovery: 94 percent. Minimum passing: 90 percent.
2. Tensile retention: 151 percent. Minimum passing: 80.
3. Elongation retention: 94 percent. Minimum passing: 90.
4. Abrasion resistance (CS-17 Wheel, 1,000 g load, 1,000 cycles):
a 1 mg lost system passes.
b Maximum oss: 50 mg.
5. Crack bridging (1,000 cycles): System passes.
F Color and Texture Requirements
I. Color shall match adjacent surfaces
2. Texture shall match adjacent surfaces
1.3 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 900 L2000 Certified.
3. Applicator Qualifications: Company with minimum of 3 years experience in application of specified type products
and systems on projects of similar size and scope, and is acceptable to product manufacturer.
a Successful completion of a minimum of 3 projects of similar size and complexity to specified Work.
PAGE 1 1 OF 1%
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 forjudging workmanship. Maintain field sample during construction for workmanship
comparison.
4. Do not alter, move, or destroy field sample until Work is completed and approved by ENGINEER.
5. Obtain ENGINEER's written approval of field sample before start of material application, including approval of
aesthetics, color, texture, and appearance.
1.5 DELIVERY, STORAGE, AND HANDLING
A Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays.
B Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.
1.6 PROJECT CONDITIONS
A Environmental Requirements:
1. Minimum application temperature is 50 degrees F and rising.
2. Do not apply in rain or when rain is expected within 24 hours. Do not apply above 90 degrees For when temperatures
are expected to fall below 50 degrees F within 24 hours.
PART2-PRODUCTS
2.1 MANUFACTURERS
A Subject to compliance with requirements, provide products from the following manufacturer:
1. BASF Building Systems
889 Valley Park Drive
Shakopee, MN 55379
Customer Service: 800- 433-9517
Technical Service: 800-243-6739
Direct Phone: 952-496-6000
Internet: wwtiv.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.I EXAMINATION
3.2 SURFACE PREPARATION
A Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants.
B Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme
cases where this is not adequate, contact Technical Service.
1. Concrete should have a minimum compressive strength of 5,000 psi (21 MPa) and be cured for a minimum of 28 days
or 80 percent of design strength.
PAGE 12 OF 17
C Mechanically prepare substrate to remove previous coatings, laitance, and miscellaneous surface contamination. Use
Diamond Wheel Grinding to prepare surface to profile equal to International Concrete Repair Institutes CSP 3.
1. Roughen or brush extremely smooth surfaces to ensure good mechanical adhesion.
2. Patch all holes and cracks before installation.
D Repair voids and delaminated areas with cementitious and epoxy patching materials.
3.3 APPLICATION —GENERAL
A Surface Prestriping and Detailing:
1. For nonmoving joints and cracks less than 1/16 inch (1.6 min) 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 I/4 inch by 1/4 inch (6 mm
by 6 mm) and cleaned. Install bond breaker tape to prevent adhesion to bottom of joint. Prime joint faces only with
sealant primer and fill with sealant. Fill joints deeper than 1/4 inch (6 mm) with backer rod and deep joint sealant. For
cracks, sealant shall be flush with the adjacent surface. For expansion joints, sealant shall be slightly concave.
3. Sealed joints 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 wall, joint, or other break exists, cut a 1/4 inch by 1/4 inch (6 by
6 mm) keyway into the concrete. Fill and coat keyway as application of base coat progresses.
B Metal Surfaces:
1. Remove dust, debris, and any other contaminants from vent, drainpipe, and post penetrations; reglets; and other metal
surfaces. Clean surfaces to bright metal and prime with sealant primer. Provide cant with deepjoint sealant to eliminate
90 degree angles.
2. Detail cant with primer and base coat per manufacturer requirements prior to application of deck coating.
3.4 MODIFIED Sonoguard waterproofing SYSTEM
A Apply 25 wet mils (60 sq.ft./gal.) of Sonoguard base coat. Allow base coat to dry overnight.
B Apply 20 wet mils (80sq.ft./gal.) of top coat. Immediately back roll to level the coating and while the coating is still wet,
broadcast aggregate at the rate of 50 to 60 pounds per 100 square feet or to refusal into wet second coat. Allow to cure
over night.
C Remove all loose aggregate by sweeping or vacuuming the surface the next day
3.5 PROTECTION
A Protect system from damage during construction.
B Final curing: Allow 24 hours before light foot traffic and 48 hours before heavy foot traffic
END OF SECTION 3
PAGE 13 OF 1 7
Edition07102/2007
Revision no: 0
Identification No
-„
01 03 02 01 0010 000001
SikaTop@-Armatec 110 EpoCem®
3
,
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ISikaTopo-Armatec
110 EpoCem°
a Bonding Slurry
and Anti -Corrosive Rebar Coating
�
a
Product
Cement -based expoxy-modified three -component anti corrosive coating and
Description
bonding slurry.
r—
Uses
As an anti -corrosion coating for reinforcement steel:
i
'
F
a For repairs to reinforced concrete where there is corrosion of the underlying
y 9
reinforcement steel
For the preventive protection of reinforcement steel in thin reinforced concrete
i
1-W
sections
j
As bonding slurry for use on concrete, mortar or steel:
,.
El For repairs to concrete using SikaTop patching and repair mortars
ai For bonding of new and old concrete
3''
„
'! Characteristics /
Excellent adhesion to steel and concrete
Y
Advantages
€5 Acts as an effective barrier against penetration of water and chlorides
LI Contains corrosion inhibitors
Provides an excellent bonding coat for subsequent application of repair
mortars, cement and epoxy based
U Pre measured, ready -to -use packs
{
0 May be spray -applied
m Frost- and de-icing salt resistant
A€a
Non-flammable
C
Test certificates
LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland
!
Ibac Aachen A 3119/3
j 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 if stored properly in unopened original packing.
Mechanical/Physical
Properties
• Density (+23 °C) Comp. A 1.05 kg/I
`> .t Comp. B 1.03 kg/I
Comp. A+B+C 2.00 kg/I (density of slurry when mixed)
:Bond strength (+23°C) On concrete (sandblasted): 2-3 N/mm2z
On steel: 1-2
N/mm
0
,d
n t E-Modulus (static)-16.400
Index of resistance to
t diffusion of water vapour - 700
(NN2O)
A Index of resistance
todiffusion of carbon - 40.000
dioxide (pCO2)
Thermic coefficient of
g°a?
expansion
- 18 10 per °C
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
' Pot life (8 kg)
3 hours (at an ambient temperature of +5 °C to +30 °C)
4l
i
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!
„•
a
Coverage
As an anti -corrosion coating:
r.
- 2 kg/M2for 2 coats, depending on method of applicaton
t = a
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,
U'I
grease and oil.
Min. substrate roughness 2mm
6,
Steel
Surface must be clean and free from all traces of grease and oil, rust and mill scale.
Degree of cleaning SA2.
F
n r;
>
�I 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
.:Y
(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.
%A
7
x -
f=
-= nppuwuvu
3
Apply a coating of approx. 0.5 — 1 mm thick to the cleaned and derusted
reinforcement, using a stiff paintbrush, roller or spray gun. Leave to dry for 2 — 3
hours (at an ambient temperature of +20 °C), then apply a second coat of similar
thickness. Leave to dry for a similar period of time before applying patching mortar.
It is inevitable that the anti -corrosion coating is applied as well on the surrounding
concrete; this is by no means a disadvantage.
When used as a binding agent for repair mortar or concrete:
Wet down the prepared substrate (concrete) to saturated surface dry condition.
Then apply a bonding coat not less than 0.5 mm thick, using a paintbrush, roller or
suitable spray gun. For best results, work the bonding slurry well into the substrate
to ensure complete coverage of all surface irregularities. Apply the freshly mixed
patching mortar wet on wet to the bonding slurry.
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-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.
Notes
All technical data stated in this Product Data Sheet are based on laboratory tests.
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
Sheet for the exact description of the application fields.
Health and Safety
Information
For information and advice on the safe handling, storage and disposal of chemical
products, users should refer to the most recent Material Safety Data Sheet
containing physical ecological toxicological and other safety -related data.
Legal Notes
The information, and, in particular, the recommendations relating to the application
and end -use of Sika products, are given in good faith based on Sike's current
knowledge and experience of the products when properly stored, handled and
applied under normal conditions in accordance with Sike's recommendations. In
practice, the differences in materials, substrates and actual site conditions are such
that no warranty in respect of merchantability or of fitness for a particular purpose,
nor any liability arising out of any legal relationship whatsoever, can be inferred
either from this information, or from any written recommendations, or from any other
advice offered. The user of the product must test the product's suitability for the
intended application and purpose. Sika reserves the right to change the properties
of its products. The proprietary rights of third parties must be observed. All orders
are accepted subject to our current terms of sale and delivery. Users must always
refer to the most recent issue of the local Product Data Sheet for the product
concerned copies of which will be supplied on request.
Sika Yapi Kimyasallan A.$
farngegme Mah. Sanayi Cad.
--
34899 Kaynarca Pendik
Istanbul TOrkiye
Tel •90 216 49419 90
Faks .90 216 49419 84
w .sika corn tr
Zrti�
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SECTION 5
SACRIFICIAL ANODE SPECIFICATION
See attached Product Data Sheet
-- - PAGE 1 5 OF 1 7 --' - - - - -
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 •248409-1500 • Fax: 409-1603 • E-mail: info@CIF.org • www.ClRorg
EMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12
Galvashield@ XP Embedded Galvanic Anode
Cm:.aitio¢
Nbtnix
S=ifieial
Zinc Coro
Cut Away of Galvashiele XPAnode
Bridge Widening Project —Anodes tied
to reinforcing steel at joint between new
and old concrete fr SurruunJin Rcimr `^ ;4node G:ds nicalh Pnitc•ct.. i
Conmtan'is R4aucCL43 a - Surrouuthn 1ie6:ir
C4bnun fnnU+u IN Conraer Cbl r(oa•tae l'uttb I
Concrete Girder Repair —Anodes tied to
steel inside girder repair
Concrete Patch Repair —Anodes tied
around perimeter of repair
sr Cld iddc Ca��LYm yet 1 <Lt ndc-free Pnc6
A`- (nnciYi
•,
m
j� ^
Y ,
P"tum d Diftrrunr Bcht ecn Patch anJ. i'
m; r,,,
Chloride 6nhItllinatPd Concrete
y
Results iu Accelerated Co_rrnsion
Galrashieldx XPReduces "Bing Anode"Corrosion "Ring Anode"Corrosion (without GalcashieltP.NP)
Construction Innovation Forum' 43636 Woodward, Bloomfield Hills, MI 48302 .248409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.CIF.org
SECTION 6
ICRI STANDARDS
See attached Product Data Sheet
- - PAGE 1 8 OF 1 7
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Guideline No. 03730
Removal Geometry
�y Reinforcing
µ Exposing
5e� .� R l' C:Undercutting
: {y .9
of
Steel
'C'leauing and Repair of Reinforcing Steel
Edge pnfL Surface Conditioning of Concrete
GuidelinesTechnical
Commirree rrrembers daring the preparatirrn of the 1989 edirion:
Peter H. Emmons, Chairman Don Gardonio
Structural Preservation Systems, Inc. Facca Construction. Inc.
Baltimore, Maryland Maidstone, Ontario, Canada
Kermit D. Bright
Robert Tracy
Structural Engineering Asscciates
Tracy Restoration Engineers
Kansas City, Missouri
Ann Arbor, Michigan
Richard P. Delargey
Douglas G. White
Structural Maintenance Systems, Inc.
Thomas Downey, Ltd,
Exton, Pennsylvania
Arlington, Virginia
Gu-renr eorr dne e members who provided furrher it pruit ;he l995 ed twr,:
Peter H. Emmons, Chairman
Jack A. Morrow
Structural Preservation Systems. Inc.
Jamor Engineering
Barimore. Maratand
Calgary. AB, Canada
Tom Kline
Ken Lozen
Structural Preservation Systems. Inc.
'NJ i Consultants, Ltd,
Gilberts, Minis
Farmington Hills,. Michigan
James E McDonald Robert R. Cain
Waterways Experiment Station KFIC Associates
Vicksburg, Mississippi Milford, Ohio
international Concrete Repair lnstitute
';. Introduction
This document is the result of a process of distribution. commentary
and revision by the Technical Guidelines Committee and the member-
ship of the international Concrete Repair Institute. It was submitted to
the voting members of the Association for approval on august 1. 1989.
and approved by over 95% of the respondents.
Several of the eomnterts of the voting members, both from those a°Lo
voted for approval and those who voted against approval. are worth
noting and are reprinted below.
Ever. though a guideline exists fordetennining the amount of allowable
corrosion before replacing or supplementing a rebar, it is always wise
to consult a structural engineer if any corrosion exists.
• Special caution should be taken to locate and avoid buried electrical
conduits or prestressing or post- tensioning tendons when perform -
in,, removals. Cutting into either can be a life threracning situation.
Undercutting the rebar should not the counted on to secure the repair
structurd iy in lieu of proper methods of bonding a repair to the existing
substrate,
A saw -cut can and. possibly should, be greater than the i;'. in. (13 m n)
a noted, as lone as the reinforcing steel is not cut into.
M
This document is intended as a voluntary gnideiine for the owner.
desiv.;n professional and concrete rrgair contractor, his not intended to
relieve ifheprofessional engineerordesigncr of any responsibility for
the specification of concrete repair mcilhods, materials or practices.
while use believe the information cont:uned herein represents the
proper means to achieve quality results, the international Concrete
Repair lnt tiwte must disclaim any liability or resprrisibility to those
Who may choose to rely on all or any pease of this guideline.
Surface Preparation Guide 03730-1
emoval Geometry Caution! Before starting reTnavals. reXew effect of R
removals on structural integrity. Provide shoring of 1
rr..emberesnecessery.Pardc,-4arcarestialtbecxercised
at slab, -beam connections to columns.
Elevation
Section
Column
Corner
Slab or Wall
Partial Depth
Slab or Wall
Full Depth
03730-2 International Concrete Repair institute
M
Exposing .,UndercuttingSteel
"these details_ are applicable to horizontal, vertical.
and overhead locations, I`hey are also applicable to
removal bv hydro -demolition, hydro-millini,,, :ijtcl elec-
tric, Pneumatic or hydraulic impact bv�akers.
0 Remove loose or delarninated concrete above cor-
roded reinforcing stecl-
Once initial removals are made, proceed with the
undercutting of all exposed corroded Lars. Under-
cutting will provide clearance for under bar clean-
ing and full bar circumference bonding to
surrounding concrete, and will secure the repair
structurally. Provide minimum '/-. i n�h ( 19 mm)
clearance between exposed rebars and surroundin,
concrete or V. inch (6 mm) larger than largest
aggregate in repair material, whichever is greater,
Concrete removals shill extend alone the bars ,u
locations along tine bar free of bond inhibiting
corrosion. and where the bar is well bonded to
surrounding concrete,
If non -corroded reinforcing steel is exposed dur-
ing the undercutting process, care shall be taken
not to damage the bars bond to surrounding
concrete. If bond between bar and concrete is
broken. undercutting of the bar shali be required.
Any reinforcement which is loose shad. be secured
in place by tying to other secured bars or by other
approved methods,
Surface Preparation Guide
03730-3
Cleaning and Repair of Reinforcing Steel
Cleaning of Reinforcing Steel
All heavy corrosion and scale should be removed
from the bar as necessary to promote maximum
Fond of replacement material. Oil free abrasive
blast is the preferred method. A tightly bonded
Iiuht rust build-up on the surface is usually not
detrimental to bond unless a protective coating is
N ing applied to the bar surface. in which cast the
coanno maliuracrurc,'s recommendations for Sur-
Eace preparation should N followed.
.
$Gp5i2t4'
�6"
9eiMamiag
. �i:✓
�tozxiary.
.
roras.:e
Ge?ft aC?VSiCB S
ear.
10-cvaaeo
Repair of Reinforcing Steel Duce to ;Loss of Section
If reinforcing steel has lost significant cross section, a
structural engineer should be consulted. If repairs are
required to the reinforcing steel, one of the following
repair methods should be used:
• Complete bar replacement, or
• Addition of supplemental bar over affected section.
f
New burs may be mechanically spliced to old bars
orplacedparallel mand--Pproxiniztely';<in. (141111n)
from existiniz bars. Lap lengths shaIi be determined
in accordance with ACI 3 t8: also refer io CRSi and
AA,S14TO manual.
Affected Length
Loss of Section.
Supplemental Gas
i
Required Lap ` Required Lap
Affected Length
03730-4 international Concrete Repair Institute
M
Edge and Surface Conditioning of Concrete
These details are applicable to horizontal. vertical,
and overhead locations. They are also applicable to
removal by hydro -demolition, hydronuilirg. and elec-
tric, pneumatic or hydraulic impact breakeN,
Do not use these derails for snot rete app"rrtrtions—
for shntcrete re pairs refer to AC 1500 [-",e Prepara-
.ior Guidelines.
19 Remove deiaminated concrete. undercut rem -
forcing steel (refer to "Exposing and Undercut-
ting of Reinforcing Steel" on page 3). remove
additional concrete as required to provide mini-
mum required thickness of repair material.
At edge locations. provide right angle cuts to the
concrete surface with either of the follo4t=ing
methods:
• Sawcut 1J3" (13 mm1 or less as required to
avoid cutting reinforcing steel.
• Use powerequipmemsuch ashydTodemoiition
or impact breakers. Avoid feather edges.
4D R.epairconfi-ttrationsshould be kept as simple as
possible, preferably with squared corners,
f✓
( After removals and edge conditioning are con- Boundary of toase Recommended
plete. remove bond inhibitive materials (dirt, and deiaminated Layout
concrete
concrete starry, loosely bonded aagragates) by
- ---
abrasive blasting or high pressure waterbiasting
with or without abrasive. Check the concrete
surfaces after cleaning to insure that surface is -"
free from additional loose aggregate. or that ad-
ditional delaminations are: not pre -sera.
If hydrodemoGtior, is used. utnent and particulate
slurry must be removed from the prepared surfaces
- --------
before slurry hardens.
Surface Preparation Guide 03730-5
�o �-\
��4 L\ INTERNATIONAL
°� �. ttg
CONCRETE REPAIR
I N S T I T U T E
1323 Shepard Drive. Suite D
Sterii;l,-. V3 20164-4428
Phone 703-734-0116
Fax 703-450-0114
Email: infoG`icri.org
Web: wu'w.icri.or.>
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Guideline No. 03731
Y qDry-mix shaterete
General description: Repair material is placed dry
or slightly damp into shoicrxae machine alit) infixed
with conaprasscd air.. The mixture i> ti;tnsportcd via
ho,c to [tie exit nozzle where water and admixtures.. if
any. are introduced The ingredient; are propelled
onto the prepared substrate by the force: of the com-
prtshed air.
Best application: 1-arge vertical and overhead areas
with sinall bars, No, 6 i 19 mni! or lass, and minimal
congearion of embedded reinforcement
Material requirements: Well -graded aggregate
withnecessarybinders(usually Pori land cementl.Mix-
tare must be proporioned u) compe n-saw for rebound
loses. Admixtures; are frequently used to shorren as
tine:, andfor to allow thicker layers to be built-up in a
+ingle pass.
ReterenCO: ACl K16.2. "(;uide to Shotcrete
�tci :awx
srrq_':etu mrh a
Y..
Wet -mix shotcrete
General description: Pre -batched and dioroughly
i
mixed repair lateral is placed into a eotrcretelsulup
^j
and transpgned via pump line to an exit aoxxie where
" t
compressed air and admixtures, if any, are introduced
The repair material is propelled onto the surface by the
compressed air.
rci
' Best application. i_ttrge vertical areas witia small bars.
camp a air,,,, � t
- h_, r- ` - •�
No 6 i 19 mm)"I or lasa, and minimal congestion of
-
embedded reinforcement.
Material requirements: Putnpable, low -slump rmx-
�
lure which does ric, sag when impacted on the. pre.
"-� ?Y: J #
pared subsirate.
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Reference: ACT Sflb.? ..Guide In Shatcrete'
`Iv
131 As there are preaenih nO .P,ea raliv .Icce*ntBd ConONMiOn
standard, ror retn''orc-,cA steel, the 4STNI titan 5 xF has Caen
i
rounded m rhr near,a: mdlimctcr,
d:
03731.6 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
D4i 9EII
INTERNATIONAL_
COMCRETF
y
REPAUR
1 N S T I T U T E
1323 Shepard Drive. Suite D
Slerling, VA 20164-4428
Phone 703-450-0116
fax 703-450-0119
E-mail concrepairgaol.com
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"I"EkCHNICAL
GUIDELINES
Prepared hy the Irternatlenat Coacrete Repair (pstitute
Fe�ruary 1392 (reissued April 1996)
Guideline No. 03731
1xiffy Hagan
Gn:phi, 1<4rtgi Mor,--y
Copyrighl ,' :W6 Imcmational Rqmhr lri,,fillav
All R�,hts restr,e,L
1 23 Shepard Driv. Su at 1). St�rlinlg, Vir,ginxa 20 W--4 28
Phoi701;-;iO-Oi 16 Fx% -703 450-0119
About M11M Guidelines
/wtIve dC[?!j
Task Group members for 1992 edition:
IMP Ih
e" alu•eI! I aheh- I we oltne rs77u
Peter H, EMMONS, Chairn an
Kermit D. Bright
methwL� and fnarefiuls i's aprinary "'ellieb,
ads ,;M r,
Ricnard P. D-margey
'(Wlpvembt,!-,t bare
to Iek� und ro f�'n
DG
on a�donic
�.IffyrA W,. Me eon-ierc awwt,,
IRIS t7joll IS -W CeMl-
Robart T,-acy
:mpejr.lam reparr sab-
Douglas G, White
wr!s re,,d A, arce q;b!e fo de-isi Ii? makers, 1);
.h,, df,,cades, at ixen nepvrtcd in
ra,fire on CIWCA`1� �,(,w I ',
I I I methods, and nwZc,-,-
Approved for reime by the
cs he- v ha {eei` drrea,'Ped Pad mfined, Yt,ver-
T ochnical Activities Comm iftee,
has twen 11,j)iculg tofind L"rhirallY g
Jack A. N101'rOW, CHail`rnan
L�, by itte farmaTo end. t('Rl 1-asdelinev V,v lin -
pared bY sa,114-iIon'd :ask gPenfp�' wuI�pproved hY "he
Peter H. Emmons
M-RI
an aref., of rccozilized as nxennla!
Robert j. Gulyas
JAI
W durablerepairs. All K"Rl ,,urd,w-
Tr omas R. One
iine dowanefus cresubje(,-i w r,; ,he
nu,�nhershzp w4W fnal,� !.1, d aIm �-, ises apyi-ed b,� the
Kenneth M, Lozen
7;,rhideal AciiIIi,ie,%
"'M 'I I. ,-.n I
James E. McDonald
Randall W. Postan
GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
Introduction
'rite catoe of many concrete repair failtaes and in-
*1ances orcost overruns can he naced to the selection
of inappropriate repair mcihods. Tfirs documera has
used for the repair of deteriorated concrete -surfaces and
to -,urveN the applications for which act is, considered
to be most striudilo, It by nor an girded to be a detailed
and consprehensire -how-ul " guidejer Me rarbms
method, described, or to substirare for the recom-
meyulations of an (?x,prrierced end qualified repair
SP,xial;Sr.
This lnadeline starnafizcscurtcnt practice forplac-
in� cetnent -based repair materials. It provides owners,
cngineers- material suppliers. and repair contractors
with a quick reference to assist in the selection of
suivable methods of placeracin. While this guide tuts
covers orl!y the select icet of sunable application melh-
ods, mhor guidelines covering related repair subjects
an-, available from ICRL
Consistent success, in concrete repair bcgi as v. rhi the
recognition that each repair situation is defined by a
neenne, exposure, ccararuclibitity, cost. and time, Coo-
encole'.'Tcd to makc rite best arc of industry resources
by bringing the exper!ise :-end experiouce of the cylgi-
neering cumn-lunny, product manufacturers. and quali-
fied contractor, imo the- planning process,
Engineering
conside-Tations
The otltalknion meMod repai,
inalerial to the plepar-d sub<tmkm wnh Predietable
Ls 're The properfic, of repair materials g- r,rally
il "Ire, compicsso e szrengllh, bond strength, shcar
iurn ' g0r, and thonc properties lxhi,1,b inflojrc ,ojunje
change„, "uch us dr%hig shrin1sU,-v, Modules orekunJ
it taxi:;evil"�s;3itilitl�e�to<i#e'<ltai�iun.C)th€rrroper-
de., such rl. rei,uunce to freezing and lcw�
l"eUnicabilify. or uffate tes�stance alay s'ac spc:ified,
The repair Inaaalial must fully eacapsulate C."l-Ar;eo
reinforcing sic CL achieve bond with uc
substraze.and fill fliepreparcrica% iLvAhhoutsqo:gu-
ing, If fhese requirements arc not nchicved, the repair
will not Perform its Intended purpose,
BoncfinZ of the repair rnarmil with the
substrate depends upon the repair materia3 rcactitr
withand interlocking, to. tile profile of the prepared
concrete surfnce. &rmc nixerials may require a bond-
ing argon to ensure unitnate contact with prepared
surfaces. If the repair material is self -bonding, it reus;
have sufficient binder le,i, g. cement epoxy resin)
to thoroughwct out the suhsrmle_
7 Force nulst be applied to drive do: repair tnaredal
into intimate conttct with the prepared surtace, The
type of force will vznry. �s hit the application method. In
trowel applied systems, the repair material is forced
into the preparm- I surface by the prcsare applied to the
trowel by the finisherorcenlenz Mason- In
systems, the pressure is Provided by internal viVoullm,
or hydraulic pressure developed by the concrete for
grlru, parnfi, High vclociv Prell=ttic Piacerner"t tech-
niques develop exceptional force tbrou.,,h itnpaet The
when theolvidint,
n-lol pounds the material against ffie substrate.
The requirement thr,, ru-pairmaicrials he rlextal and
applied ,vhhtrut szegrcgc;--, is cuLally importara.
Any segregation of material c:omjvrents will alter
physical properties and re -Duce or negate the ability
of the repair to fulfill its, primar), funciiJr- -10,
restore the structure. to Its original condition to 111c,
fullest t%tcar possible.
constructibility
Before foltnizing they ,clec6on of the nepaiy annerral
jnd the inst,ulafioa pit xvdurc, check the
Todcternunc the fol-
lowin." quciuorls should h.
I des, I
('an it he bzi�H witrtin rl'ze
ear -site er and the 4lo rec, ?
Will the 5i,crifiC, l errs rcrilafiem it= hniqmr allow rely
repairs to gf, ifna yeri4i e vinhin the "ime sjwcilfiied'
GUIDE FOR SELECTING APPLICATION;Az THODS FOR THE REFAIR OF CONCRETE SURFACES
03731-1
• Is dre sa rn{ing env;rurtmerat ce r dude"e to the-, pvei-
lied invaliarion tecirnhpie?
• Aire esperience e5rtrzzatPrsrs' avaiki{ate for t{re
If rile ensaver to any of these questions is no or mavix>
then the Jtoicc of repair material wlil Installation
method should be reassessed,
selectioll
i'he selection ofa suka€ le.. repair niaterisi and applica-
tion method shooId proceed in this: sequence:
i Select the repair material providing tiae>trenzth and
durability propertesu" iehbestr=estovetileinwitrit
of the original desigm
2 Select a method elf pLcenjent which will su u3ss
f=idly phaee the repair material onto the prepared
concg,e.li ,
3 Review the pittsie::l properties and placement re-
quirement,; for the repair mane ial to ensure the
canstructihilityoftire set ctedrepairststein,
4 %Isnugethe tateriat rapp3i ationtaaethu°ones to
to provide it aoasrructrbie repair.
Wlcts;rade.ofisne*et?tcz�tsaa,i ..t:tc'on=-temadura°+ilit4
of the repair system is far more inmortani than the eras& (If
application.
Quality Assurance
and Quality Control
T'he cornbinat un m the workmg conditionN,, the repair
Wilnac.'tor, MeexinIIngeonc. cntatciial.tzegnic€are
Clef;gn, and The .`pair inaterial, i� uniqueto eve-y
projem Much tail np %rong wilhmv propel' quakily
scurance and routine gwdit y coui rol. Strut by selecting
agaali,iadccntact rwshouatacienruttitrate,F3cccssfu{
!e>sia•tersn reptii.s ttsis3g the iratenciete instal SatcSn method.
If ally que.tions remain unanswered reLardint the
c ntr ct r"s tluaitiic alums. Lie repro- mazerial, or the
installation technique, cotispdera pilot prajact.
i3tarnig the actual repairs, develop a feedback sy"s-
teaittp verify ecasttplitanceu i=„,`: the enninct-ring reyuire-
treuc,estnhls itedEortl.=cpn>�c�� PtS1 tcalprol=ttEuf
the marcriali ca r be Fc-On irined by ssinfi ine Hi. zhe tune
of piacernent- by in -place usonr, or by usim-, core
sarrapl's tt.� techaigcaes_i.3�r€.ci biret;"_=tits can he v<�r!<tedl�4,
ecsring zhrourh the repair and into the suhmmtc, fo€..
Iaweciby;zpplyrnEad�rt,4e?.;,cri:,etot3aet�t3 c:'iCtrt.S<>ii-
dation of the material; can be verified with visual
cSErserY•a::t>ns saf cxtracted cares and in-pInce testing.
i#j St:ie"b7_ nrl:l r`11.10t test Mn :11x 1, W .,-s;:.:a:d M, ACI 5OiR
J
6373 i -2 GUIDE FOR SELECTING APPLICATION VIETHODS FOR THE REPAIR OF CONCRETE SURFACES
T
Application
'rowel applied
General description: Repair rnateria! is nu eo, € o) a
€wweiable, aria Y tw cansicTetscy.'I`r¢3uel .exrt tFscralit-
, o transport # e repair
aras {
Inaten tl tv the F cpascd SUbt ti` ru' i`I e repair mtttrial
ishr sx-diatsttheindinate:conuict
Without voids.
Best aDplieation Surface restsaratioP when reinftzrc-
ini' steel is nol "incouruc oeL
Material requirements Fi graiaeti n nefiz! e asiiv
fn-aziu td. usth non ,an prof nt,s to st v in place it
vertical or overhead ap pfic ntions.
Dry packing
General description: Repair material is .-nixed iuro a
uniform, cohesive plastic state, then transixincd to Ka.
'-conned space and compacIed with rodding Foals ter
Produce s dense, repair ina€erial_
Best application:: cv t-rensionih gr(>ut po &ens: tie
hales: par joi'sa bottoms; Waffle pan joists: uerrical:
overhead and harizonta! 7oca€ions.
Material requirements. mover mirti ca-
pa bl of heiui t oided into a b oat without s t lgute.
Reference: He atlyuarters. UrnSWd .States Army Corks
Con -of E.ngineeTs i 1995). "Evaluation and Repair of
ENE 11 10-2-2002. Washirsguan. D.C,
t dry' F*
"' mv mzzs^ j
� 111)
GUIDE FOR SELECTING AFFUCAT40H METHODS FOR THE REPAIR OF CONCRETE SURFACES
t3731.3
Form and cast -in -place
(Partial -depth replacement)
General description: -rnc piacemen, Of repaRrIrate; iat
into a confined span: with foznjv:ork defirino, all
I %, _11— 1 1, 1 . i' - , " � , n,
expo: ed boundarie-s. Rcprar triatcials are dcfn,,qftcd
into ffie forinwork and aoa oli late i by roddin
ccmaam Y�imncn',
Vibration,
cf reuf m—t�a,,
Best applicalliefl: Columns. waljs_ and exiertor slab
Material requirements: castame concrete or movar
with proper bond propertxs, km shrinktgc, low wa-
tez/cerneni ratio. and a highly flowable mixture.
RatereflCe: ACI 304R."-Guide Cof Mea.m;rhig, Mix-
ing, Transporting, and PlaJng Concrete..
Form and cast -in -place
(Full -depth replacement)
General description: In Iieu ofpnrtiaJ-dtpih rapairs.
the Menber in cn;euicln can be removed. and re hieed
in tottil., Placement rneflredsskton[c,. ioH(iw ucx)d Con-
crele pracdx,
Best aPP1lCatJGn: When detevicmatior, It
Throuehoui ;he member,
I
Material requirements,; coflvt'rahaia!
concrew, wnh low hlljinkagi�. tow waier-ceawnf ra,�o.
and it hiahl%, workable mixture.
Reference: tor Maiaiffirle, Mpurn,
,Fnni.sponing. aial Plating ctmca-'ic"
121 in lhl, manner ate from :1%. "WI
Mmnla! of £°onmc e Pr�nc6ce. Ainevcar, Co, n,�ret�
Dtron. MichiVn_
03731-4 GUIDE FOR SELECTIPGAPPLKATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
Form and pump
General description: Rapair maw!inl ;.:nixed and
�a:nrpsd s:a rs�ncrete I me �opaected tt=. €bell=rut.x t!rk.
tint r -t� .t;i1 .l.:�tc pt +. rarer Lar�4=iid:uw;t
:nt! a- rI- uttery z lc�.1 by t17c inat,r^,.1 fo cn Invssure.
Best application: Qverhead and verttaal .etlplicatiom
% tizrc tto_eateci r"infOrcinfl i, prr.,�eaat- B3 am hot -
TOM, rtbl, s{ah %;Phil.. Or �CC605naLed Ur Nll
Material requirements: Pwnpabl,, zOod flo,N cha ac-
€et€�cEi-bondin,,% r4r:atesiaek.om'p;uhieu'ith
site of Ca<itv and �pacc nciv.eco bar+.
ReferellCe: ACi 3t9.2R. "Placing Concrete b% Pump-
i tT'? ;4t Ctlt<!u�
General description: Gap -graded a gg 2aue is placed
into fonoed cavity, Grout k then pumped into form via
grout putnp until all Voids :uve filial and presudLed.
Shnnka,e i, minimal beeaast. (if ggst-bate. conT.ct anal
wlvnle.
Best application: Vertical and ovcrNaa l applications
;vile -re extremely low shrinkage of repair material is
required: colurna enlargement;.
Material requirements: Gap -graded aggregate I40-
_50;: Void rrtiol. purnpablo grow, sciFbonding part -
laird cement or resin -based binder. tarty inch (25 malt
or larger aglzcgate typically used in ezmemifio s
applications.
Reference: ACt 304.1 R. "Guide for tfte Use ofPru ptaccd
A_,z_regare Concrete from Structural and Mass Concrete.
Appficatinns'.
Ct: ';r
owz= grow!
as aa;rrp
GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRE TE SURFACES 0373 t -5
See attached Drawing
SECTION 7
WEATHER WALL SPECIFICATION DRAWING
PAGE 1 7 OF 1 7
WEATHER WALL SPECIFICATION
TrACH 2x4 TOP LEDGER
"0 CONCRETE WITH
1) 1/4"Ox1-1/2" MIN. EMBEDMENT
TTEN CONCRETE SCREWS ® 32" O.C.
!X4 WOOD STUDS ® 16" ON CENTER
OE NAILED TO EACH LEDGER
9TH (2) 10-d NAILS
INFINISHED INTERIOR WALL
MIL PLASTIC WRAP OVER 1/2"
DX PLYWOOD. TAPE ALL SEAM JOINTS
1 6 MIL PLASTIC WRAP
'X4 WOpQ ATTAC fp TO SLAB
VRH 1 4 0z1-1%2 MIN. EMBEDMENT
ITEN CONCRETE SCREWS ® 32 O.C.
IN, FLOOR
,ONT. CAULK BEAD ALONG
BOTTOM
TYP. STANDARD FLOOR
WEATHER WALL
FNF KU
2X4 WOQQ ATTACHE TO SLAB
WITH 1 4 0x1-1 2 MIN. EMBEDMENT
TITEN CONCRETE SCREWS ® 32" O.C.
-TYP. TOP AND BOTTOM
1/2' COX PLY -WOOD ATTACHED TO
FRAMING W/ #10 WD. SCREWS AT 12'
O.C. AT FIELD AND 6' O.C. AT EDGES
OPTIONAL ATTACHMENT FOR 1/2' COX
PLY -WOOD ATTACHED TO FRAMING W/
10-d NAILS AT 12' O.C. AT FIELD AND 6'
O.C. AT EDGES
6 MIL PLASTIC OVER
COX PLYWOOD TAPE ALL SEAMS
GENERAL NOTES:
1. ALL 2X4 STUDS, SILL PLATES, AND PLANKING TO BE SOUTHERN YELLOW PINE, GRADE 2.
2. DIMENSIONS SHOWN PROVIDED AS A GUIDE TO CONTRACTOR. ACTUAL FIELD CONDITIONS AND
LOCATION MAY VARY.
3. INSTALL ALL WEATHER WALLS MIN. 24" FROM THE AREA OF REPAIR.
4. SUITABLE PROTECTION AGAINST DAMAGE BY WEATHER, CONSTRUCTION DEBRIS, AND TRAFFIC
SHALL ALSO BE PROVIDED (INSTALLATION AND REMOVAL) FOR EXPOSED INTERIOR SURFACES,
SUCH AS TILE FLOORS, DRYWALL, ETC, AS REQUIRED AND IS INCLUDED IN THE UNIT PRICING
FOR WEATHER WALLS.
5. DAMAGE TO INTERIOR SURFACES BY INSTALLATION OF WEATHER WALLS SHALL BE AVOIDED.
SHOULD DEVIATIONS FROM STRUCTURAL ATTACHMENTS SHOWN ON PLANS BE REQUIRED, THE
ENGINEER SHALL BE NOTIFIED AND SHALL APPROVE SUCH DEVIATIONS.
6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGES TO UNIT INTERIORS
AS A RESULT OF THE REMOVAL OF EXISTING COMPONENTS (DOORS, WINDOWS, ETC.) AND/OR
THE INSTALLATION AND REMOVAL OF WEATHER WALLS.
20 TOP LEDGER
i
WALL STUD PER PLAN
3
u
2x4 BOT. LEDGER CONT. CAULK BEAD ALONG J DEL STUD
BOTTOM AT EACH END
STANDARD WALL ELEVATION
KEY:
1.2.3-4
1 . AMOUNT OF DAMAGE
CRACKS
= UNEAR 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 ONL
T = TOP
M = MIDDLE
B = BOTTOM
EXAMPLE:
5-C-5-M = 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 =
STRUCTURAL INSPECTION
OCEANA II NORTH CONDOMINIUM
9900 SOUTH OCEAN DRIVE
JENSEN BEACH, FL 34957
CIVIL • STRUCTURAL - MARINE
Csm
ENGINEERING
OEM ENGINEERING, LLC
2001 BE OCEAN BOULEVARD- SUITE IA
STUART, FLORIDA 34996
772-220-4501
W W W.CS M'E.NET
CERTIFICATE OFAUTHORIZATION: 29057
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No. 76910
((41i�
0STATE OF :
S.FGORIDP,.G�=�
''/j, IONAL.IE
CNPRLES A DPRDEN JR DAIE
RRAu RmRmn mtl¢saxvE DaNEA B.. ANm
sul IUM
KEY
OCEANA II NORTH CONDOMINIUM
9900 SOUTH OCEAN DRIVE
JENSEN BEACH, FL 34957
CIVIL STRUCTURAL MARINE
ENGINEERING
CSM ENGINEERING[ LLC
2C81 SE OCEAN BOULEVARD- SPITE 1 A
STUART, FLORIDA 34996
992-22U46f11
W W W.CSM-E.NET
csm
COLUMN SPALL = 00 COLUMN SPALL = 00
COLUMN CRACK = 00 COLUMN CRACK = 00
DECK SPALL = 00 DECK SPALL = 00
DECK CRACK = 00 DECK CRACK = 00 OVERHEAD SPALL = 00
OVERHEAD SPALL = 01 I
OVERHEAD CRACK = 00 OVERHEAD CRACK = 00
EDGE SPALL = 02 EDGE SPALL = 03
WALL SPALL = 00 WALL SPALL = 00
POSSIBLE DOOR = 00 POSSIBLE DOOR = 00
I
MULTIPLE RUST STAINS
ON WALL: FLOOR 1-2
- -T
L
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......_............_ ..-... ..... _, L..... ... .............. ...._..... ............
I I
STRUCTURAL INSPECTION
UNIT: STO RAG E UNITI STO RAG E
CERTIFICATE OF
OCEANA II NORTH CONDOMINIUM
9900 SOUTH OCEAN DRIVE
JENSEN BEACH, FL 34957
CIVIL STRUCTURAL MARINE
ENGINEERING
CSM ENGINEERING, LLC
2051 SE OCEAN BOULEVARD - 5WtE lA
STUART, FLORIDA 34996
772.22C-4601
www.0 5M-E.NET
CERTIFICATE CF AUTHORIZATION: 29057
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No. 76910
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LHdRLES A OAROEN JR DATE
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UNIT: GO4
COLUMN SPALL = 00 _ .-- ....
COLUMN CRACK = 00
DECK SPALL = 00
DECK CRACK = 00 --
OVERHEAD SPALL = 00 -
OVERHEAD CRACK = 00
EDGE SPALL = OD r
SPALL = 00
POSSIBLE DOOR = 00 So[
UNIT: REC o -
-
COLUMN SPALL = 00 N--
COLUMN CRACK = 00
�j DECK SPALL = 00
DECK CRACK = 00
OVERHEAD SPALL = 23
OVERHEAD CRACK = 00
1 EDGE SPALL = 10
WALL SPALL = 00
POSSIBLE DOOR = 02
I
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STRUCTURAL INSPECTION
IN5PECTI❑
OCEANA II NORTH CONDOMINIUM
9900 SOUTH OCEAN DRIVE
JENSEN BEACH, FL 34957
CIVIL STRUCTURAL MARINE
ENGINEERING
C5M ENGINEERING, LLC
2001 9E OCEAN 6OlILEVARD • 6111TE lA
STUART, FLORIDA 34996
772�220-4fi01
www.0 5M�E.NEi
CERTIFICATE [IF AUTHORIZATION: 29057
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�Q '• STATE OF
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20B1 SE OCEAN 6011LEVARD •SUITE iA
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STUART, FLORIDA 3499fi
772.220-4fi01
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---- ---- ----- ----
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.. ... . .. .. ... . ..
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---- - -- ---
CSIVI ENGINEERING[ LLC
4 Z081 BE OCEAN BOULEVARD -SUITE 1A
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OVERHEAD CRACK = 00 OVERHEAD CRACK = 00
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OCEANA II NORTH CONDOMINIUM
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STUART, FLORIDA 34996
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.... .. ..... - - ---- ----
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20EI1 BE OCEAN BOULEVARD SUITE lA
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