HomeMy WebLinkAboutPERMIT PACKAGEIL-- STRUCTURAL MARINE
CSM ENGINEERING, LLC
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Located At: Miramar II
9960 S Ocean Drive
Jensen Beach, Florida 34957
BUILDING DIVISION
REVIEWED
FOR COMPLIA�
:D BY
DATE /a
Prepared For: Miramar II PLANS AND PEWMIT-
Attn: Vern Root — Condominium Manager MUST BE KEPT ON JOB OR
9960 S Ocean Drive NO INSPECTION WILL BE MADE
Jensen Beach, Florida 34957
o: 772-229-9192 e: Miramar2Condo@gmail.com ` `'c•; �1`a v,
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Parles APre ared: Se t 2016 Darden7r,PE'
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Florida Registered Professiorialiigi;�exr# 16910
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1 OF 17
TABLE OF CONTENTS
Title Page
Table of Contents
Scope of Work
Scone of Work Attachments:
Inspection Plan
Section 1 - Concrete Repair Specifications
Section 2 - Corrosion Inhibitor Specifications
Section 3 - Waterproofing System Specifications
Section 4 - Steel Reinforcement Protection Specifications
Section 5 - Sacrificial Anode Specifications
Section 6 - ICRI Standards
Section 7 - Weather Wall Specification Drawing
Shoring Details
Inspection Spreadsheets:
Miramar II — Restoration Quantities
Restoration Location Drawings:
Inspection Key
G02-PH02 (Stack 2)
G03-PH03 (Stack 3)
G04-PH04 (Stack 4)
1
2
3-4
5
6-8
9-10
11-13
14 & Attached
15 & Attached
16 & Attached
17 & Attached
Attached 02 Pages
Attached 02 Pages
Attached 01 Pages
Attached 19 Pages
Attached 19 Pages
Attached 19 Pages
1w,
Charles A Darden Jr, PE
Florida Registered Professional
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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) Preparealldamaged 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
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• .. 1
ATTACHED INSPECTION SPREADSHEETS AND DRAWINGS
Inspection Drawings:
Inspection Key
G02-PH02 (Stack 2)
G03-PH03 (Stack 3)
G04-PH04 (Stack 4)
Inspection Spreadsheets:
Restoration Quantities
Attached 01 Pages
Attached 19 Pages
Attached 19 Pages
Attached 19 Pages
2 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 4 — Steel Reinforcement protection Specifications
Section 5 — Sacrificial Anode Specifications
Weather Wall Specification Drawings
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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
SOF 17
a� r
` - SECTION - 1
CONCRETE REPAIR SPECIFICATIONS
PARTI- 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:
l Demolition, removal and disposal of deteriorated concrete and reinforcing steel as identified by ENGINEER.
2 Surface preparation and installation of repair materials of the deteriorated concrete and reinforcing as identified by
ENGINEER.
1.2 SUBMITTALS
A Contractor shall submit to ENGINEER for review and acceptance, concrete mix designs, manufacturer's product
information and manufacturer's installation instructions for all materials specified.
B Certification of non -reactivity of all aggregate.
1.3 SITE OBSERVATIONS
A Surface preparation of all repair areas shall be observed and accepted by ENGINEER prior to placement of the repair
materials.
B Concrete surfaces shall be observed and accepted by ENGINEER prior to placement of balcony tile or other finish
materials.
C Engineer shall be notified a minimum of 24 hours prior to all observations.
PART 2-PRODUCTS
2.1 CONCRETE BAG MIX
A MATERIALS
1 USE SIKACRETE 211 SCC Plus REPAIR MIX; STO Products are acceptable upon approval.
2 Water to be clean, clear, fresh water, with no additives.
2.2 ALTERNATE MATERIALS
A Acceptance of alternate products and materials shall be considered at the sole discretion of ENGINEER. All repair
materials shall be provided by a single manufacturer to the extent possible.
PART 3-EXECUTION
3.1 CONCRETE MIX
A Follow instructions from manufacturer. This will be monitored by Engineer.
3.2 CONCRETE TESTING
A CONTRACTOR shall perform and maintain records on the composition, quantity, and slump test results for each batch
mixed.
B CONTRACTOR shall prepare test cylinders and arrange for testing by a certified testing agency as requested by
ENGINEER and approved by OWNER. If cylinders pass such tests, the OWNER shall reimburse contactor for cost of
testing.
3.3 SHORING
A Contractor shall provide jacking, shoring and bracing to accomplish the Work and for all existing structural elements to
remain until all structural modifications have been completed and accepted for their intended use. Contractor shall submit
shop drawings for jacking, shoring and bracing for approval by ENGINEER prior to commencing shoring work.
B Shoring design shall prevent movement of adjacent slab areas from the existing conditions.
3.4 CONCRETE REPAIR
A Concrete repairs shall be provided for those areas identified with spalling, deterioration, and unacceptable concrete.
B Remove all concrete surface coverings (stucco, decorative coatings, etc) along with loose, spalled, and unsound concrete
in the area of the deterioration. Removal shall be performed with small pointed tools rather than wide chisel edges to
prevent micro cracking and continued spalling of the concrete which is to remain.
C The area of concrete to be removed shall extend along the length of the reinforcing, beyond the limits of the reinforcing
deterioration a minimum of 2" into sound concrete.
D Concrete shall be removed completely around the reinforcing steel providing a minimum clearance of 3/4" between the
reinforcing and the concrete to remain.
E Provide a''/2" 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.
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H Remove all rust and scaling of the reinforcing thoroughly by media blasting and/or mechanical wire brushing.
I Thoroughly clean the exposed concrete surface to receive the patch of all traces of dirt, grease, oil, dust, and other
contaminants which may prevent proper bonding of the repair materials.
J The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a bond coat of slurry,
prepared with the repair concrete, with a stiff bristle brush covering all exposed steel and all concrete surface areas.
K While scrub coat is still wet, place repair concrete mix design in accordance with ACI 301 in a continuous pour and in
accordance with ICRI.
3.5 CURING.
A Apply water mist to repaired area (i.e. form work, patches) or burlap or carpet remnants to surface. Misting involves any
method to maintain the exposed patch or repair area, in a wet condition to prevent surface cracks and reduce moisture loss
during cure.
B All concrete shall cure a minimum of 28 days prior to application of any coatings or finishes.
C An observation shall be conducted by ENGINEER prior to application of any coatings on the concrete. Any cracks in the
repair areas shall be repaired in accordance with the requirements for crack repairs. Repair of cracks shall be at no
additional cost to the Owner..
3.6 REPAIR MORTARS
A Repair mortars may be used in lieu of ready mix concrete for partial depth repair areas of less than one (1) cubic foot of
material and as accepted by ENGINEER.
I The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a scrub coat of
slurry prepared from the repair mortar to all surface areas, filling all pores and voids.
2 While scrub coat is still wet, apply acceptable polymer modified cementitious repair compound in maximum lifts of
3" and 1-1/2" for use on vertical and overhead surfaces, respectively. If forms are to be used, depths well in excess of
these can be achieved in any one application. For large and/or deep repairs, mechanical anchors, studs, reinforcing
dowels, etc., shall be provided where existing reinforcing does not provide mechanical anchorage. The top surface of
each lift shall be scratched and reprimed with slurry prior to application of subsequent lifts.
3 The use of aggregate is not allowed except as otherwise recommended by the manufacturer.
4 The following repair mortars may be used:
a Sika — Sika Full Depth 211 SCC Plus. STO products acceptable upon Engineer approval.
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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 —Armatec110EpoChem(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 %4". 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
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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:
1 Statement of qualifications.
2 Statement of compliance with Regulatory Requirements.
3 Manufacturer's field reports.
1.3 QUALITY ASSURANCE
A Manufacturer's Qualification: Not less than 5 years experience in the actual production of specified products.
B Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required
for this Project, plus the following:
1 Acceptable to or licensed by manufacturer.
2 Not less than 3 years experience with systems.
3 Successfully completed not less than 5 comparable scale projects using this system.
C Product Qualifications: The corrosion inhibitor shall conform to the following characteristics:
1 Color: Slightly amber (fugitive dye may be added)
2 Density: 7.3 to 7.4 lbs/gallon
3 Nitrite content: less than 1 %
4 Chloride content: less than 20 ppm
5 pH: 6.5 to 8
6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal concrete
relative humidity of 75% or greater.
7. Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack slab black bars subjected to
48 weeks of cyclic salt water ponding.
8 Must increase the resistance of chloride ions using AASHTO T277 "Rapid Determination of the Chloride Permeability
of Concrete” by 90% minimum.
9 Note: A qualified independent laboratory must perform all corrosion and chloride data.
D Regulatory Requirements: Products shall comply with State and local regulations regarding Volatile Organic Content
(VOC).
1.4 DELIVERY STORAGE AND HANDLING
A Packing and Shipping: Deliver products in original unopened packaging with legible manufacturer's identification.
B Storage and Protection: Comply with manufacturer's recommendations.
1.5 PROJECT CONDITIONS
A Environmental Requirements:
I Maintain ambient temperature above 40 degrees F during and 24 hours after installation.
2 Do not proceed with application on materials if ice or frost is covering the substrate.
3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F.
4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after
application.
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1.6 SPECIAL WARRANTIES
A The system manufacturer shall furnish the Owner a written single source performance warranty that the concrete
reinforcement corrosion inhibitor will be free of defects related to workmanship or material deficiency for a ten (10) year
period from the date of completion of the work provided under this section of the specification. The following performance
standards shall be specifically covered under the warranty: Using a device which employs linear polarization with a guard
ring (device should be certified under SHRP) the corrosion current of the treated concrete shall be less then 0.5 µA/cmz
for the life of the warranty period.
B The Corrosion Inhibitor Manufacturer shall be responsible for providing labor and material to retreat areas of the structure
that does not comply with the warranty requirements.
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 ft'-/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
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` 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:
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
1. Color shall match adjacent surfaces
2. Texture shall match adjacent surfaces
1.3 SUBMITTALS
A Product Data: Submit manufacturers technical bulletins and MSDS on each product.
B Quality Control Submittals:
1. Provide protection plan of surrounding areas and non -work surfaces.
1.4 QUALITY ASSURANCE
A Qualifications:
1. Manufacturer Qualifications: Company with minimum 5 years of experience in manufacturing of waterproofing
products and systems.
2. Manufacturer Qualifications: Company shall be ISO 9001:2000 Certified.
3. Applicator Qualifications: Company with minimum of 3 years experience in application of specified type products
and systems on projects of similar size and scope, and is acceptable to product manufacturer.
a Successful completion of a minimum of 3 projects of similar size and complexity to specified Work.
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r • B Field Sample:
1. Install at Project site or pre -selected area of building an area for field sample.
a Provide mockup of at least 10 square feet to include surface profile, sealant joint, crack, flashing, and juncture
details and allow for evaluation of slip resistance and appearance.
b Apply material in strict accordance with manufacturer's written application instructions.
2. Manufacturer's representative or designated representative will review technical aspects; surface preparation,
application, and workmanship.
3. Field sample will be standard for judging workmanship. Maintain field sample during construction for workmanship
comparison.
4. Do not alter, move, or destroy field sample until Work is completed and approved by ENGINEER.
5. Obtain ENGINEER's written approval of field sample before start of material application, including approval of
aesthetics, color, texture, and appearance.
1.5 DELIVERY, STORAGE, AND HANDLING
A Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays.
B, Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.
1.6 PROJECT CONDITIONS
A Environmental Requirements:
I. 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: wttilv.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 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: Sonneborn Primer 733.
6. Sealant: Sonnebom SL-2 or Sormebom Ultra.
7. Deep joint sealant: Sonneborn SL-2 or Sormebom NP-2.
8. Acryseal HS
PART 3 — EXECUTION
3.1 EXAMINATION
3.2 SURFACE PREPARATION
A Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants.
B Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme
cases where this is not adequate, contact Technical Service.
1. Concrete should have a minimum compressive strength of 5,000 psi (21 MPa) and be cured for a minimum of 28 days
or 80 percent of design strength.
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 mm) wide, apply 25 wet mils (0.6 mm) prestriping of
Sonoguard base coat. Apply the base coat to fill and overlap thejoint or crack 3 inches (76 mm) on each side. Feather
the edges.
2. Dynamic cracks and joints over 1/16 inch (1.6 mm) wide shall be routed to a minimum of 1/4 inch by 1/4 inch (6 mm
by 6 mm) and cleaned. Install bond breaker tape to prevent adhesion to bottom of joint. Prime joint faces only with
sealant primer and fill with sealant. Fill joints deeper than 1/4 inch (6 rum) 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, drain pipe, 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
13 of 17
SECTION 4
STEEL REINFORCEMENT PROTECTION SPECIFICATIONS
See attached Product Data Sheet
14 of 17
1 Edition07/02/2007
Revision no: 0
Identification No
01 03 02 01 001 0 000001
= SikaTop®-Annatec 110 EpoCem®
SikaTop°-Armatec 110 EpoCem°
Bonding Slurry and Anti -Corrosive Rebar Coating
Product
Cement -based expoxy-modified three -component anti corrosive coating and
Description
bonding slurry.
A =! Uses
As an anti -corrosion coating for reinforcement steel:
i
x 'I
-
0 For repairs to reinforced concrete where there is corrosion of the underlying
reinforcement steel
. rt
For the preventive protection of reinforcement steel in thin reinforced concrete
sections
As bonding slurry for use on concrete, mortar or steel:
For repairs to concrete using SikaTop patching and repair mortars
E3 For bonding of new and old concrete
Characteristics /
0 Excellent adhesion to steel and concrete
Advantages
R Acts as an effective barrier against penetration of water and chlorides
_a i
,-
0 Contains corrosion inhibitors
0 Provides an excellent bonding coat for subsequent application of repair
i = n' . ,• I
mortars, cement and epoxy based
U Pre measured, ready -to -use packs
'
0 May be spray -applied
Frost- and de-icing salt resistant
Non-flammable
Test
certificates
LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland
--�`
I bac Aachen A 3119/3
Product Data
Technical Data
Colours
Mix: Grey
Comp. A: White liquid
3
Comp. B: Colourless liquid
Comp. C: Dark grey powder
Packaging
20 kg units (A+B+C)
v Storage
1
+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.
S "
ti
i 4t
n
Mechanical/Physical
Properties
Density (+23 °C)
Comp. A 1.05 kg/I
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/mm2
On steel: 1 -2 N/mm2
E-Modulus (static)
i
— 16.400 N/mm2
Index of resistance to
diffusion of water vapour
— 700
(NHZO)
Index of resistance
todiffusion of carbon
_ g0.000
dioxide (NCOZ)
Thermic coefficient of
6expansion
_ 18 106 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)
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/mZ
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.
Degree of cleaning SA2.
Application
Instructions
Mixing
Shake component A and B vigorously before opening. Pour both liquids into a
suitable mixing pan and mix for 30 seconds. Add Component C slowly while
continuing to stir. Mix mechanically for 3 minutes, using a slow -speed electric stirrer
(250 RPM) in order to entrain as little air as possible. Rest for 5 — 10 minutes, until
the mixture exhibits a brushable low -dripping consistency.
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
I
concrete; this is by no means a disadvantage.
3
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
j
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.
i Cleaning
r
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
11
transfer as per the relevant guide lines.
Notes
1 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
,
. d 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.
w
h `
i Health and Safety
u 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
acontaining physical, ecological, toxicological and other safety -related data.
_2f Legal Notes
1
i. .
t.
c'.
figg{{
nG
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 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 Yap Kimyasallan A.$.
Qamyevme Man. Sanayi Cad.
34899 Kaynarca Pendik
Istanbul T6rkiye
Tel +90 216 49419 90
Faks +90 216 494 19 64
w .sikaxorntr
SECTION 5
SACRIFICIAL ANODE SPECIFICATION
See attached Product Data Sheet
15 OF 17
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 0 1- 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, M148302 •248-409-1500 • Fax: 409-1503 • E-mail: info@CIF.org - www.CIF.org
r
EMBEDDED GALVANIC ANODE 2003 Nova Award Nomination 12
Galvashield® XP Embedded Galvanic Anode
4s
S¢tts_i•I
Zinc Cure
Cut -Away of Galvashield XPAnode
Bridge Widening Project -Anodes tied
to reinforcing steel at joint between new
and old concrete
r`. _. .... . . 1
Concrete Girder Repair — Anodes tied to
steel inside girder repair
Concrete Patch Repair —Anodes tied
around perimeter of repair
Cdiaiao Ctiar rM Canriea t GMuriJetrtr Hrt I �: ! $' i x r r*'. .
I1'iuentral Differeuer Benvicen P.rtcL rue# 'f , ,.,
: GLfn ¢3i.Gontmnmuted'Caneretc��'`'�
' �^..-r ° 12asrdL iu AccelerstalCr,rr�iar` �. � „F p `
a a
Galrashield*XP Reduces "RingAnodc" Corrosion "Ring Anode" Corrosion (withoot Galvashield*XPI
Construction Innovation Forum • 43636 Woodward, Bloomfield Hills, MI 48302. 248-409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.ClF.org
See attached Product Data Sheet
SECTION 6
ICRI STANDARDS
16 of 17
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Guideline No. 03730
Tachnical Guidelines Committee
Commi.-ee nwmdwrs du, in; " � I
1W prepen-arwrl q.1 'he 198�; edi.'Off,
Peter H. Emmons, Chairman Don Gardomo
Structural Presenallon Systems, Inc, Facca Constructicn, !no.
Saftimore' Marytanc Ma'dittone, Ontario, Canaca
Kermit D. Bright Hobert Tracy
Sluucc.i,a: Engineering Associates Tracy Reztoravon Eng.iiiecrss
Kansas City. IvEssoun Ann Arbc, Michroan
Richard P. Delargay Douglas G. White
Structural Maintenarza Systems, Inc, T-hornas Downsy, Ltd.
Exton, Perrrrsyivania Arlington, Virginia
Curretir roinmulee irembers who provideaffiUrrher inpul'O'br- rile 1,995 edition:
Peter H. Emmons, Chairman
Jack A. Morrow
Structure! Prevsrvation Systems, Inc-
JRmor Erginecring
Baltimore. karyland
Caganr, AS, Canada
Tom Kline
Ken Lozen
Structural Preservation Systems, Inc,
NTH Consultants, Ltd,
Gilbers, Minis
Farmington HIHS, Michigan
James E. McDonald Robert R. Cam
Waterways Experiment Station KRC Associates
vieksburg, Mississipp; Millard, Ohio
A
International Concrete Repair institute
m
Introduction
This document is the result of a prods of distribution, commenlan-,
and revision by the Technical Guidelir es Committee and the member-
ship of the. International Concrete Repair Institute. It was submimxi to
the voting members of the Arson iation for approval on .august I. 1959.
and approved by over 95% of the respondents.
Several of the Comments o€the voting member;;, both front thos who
voted for approval and those who voted against approval. are worth
noting :and are reprinted below,
Even though a guideline exists for determining the amountof allowable
corrosion before replacing or supplementing a repar, it is always wise
to consult a structural engineer if any corrosion exists.
Special caution should be taken to locate turd avoid buried electrical
conduits or prestressing or post- tensionittn tendons when perf'orm-
nin removals. Cutting into either can be a life threatening situatfon.
• undercutting the rebar should tint be courted onto secure the. repair
strurturallc= in lieu of proper methods ol'b n'ding a repairto the existing
substrate.
A cawcut can and. possibly should be greater that the; :i in: 0 1 ram,
noted, as long as the reinforcing steel is not cut into.
-flas ciecument,is intended as a vulantary guideline for the owner.
dcsign professional and concrete repair contractor. It is rot intended to
relic;vetheprofessional engineercardesignerofany responsibility pr
the, speciticaion of concrete repair methods, materials or practices.
While we believe the information contained herein represents the
proper means to achieve quality, results„ -the International Concrete
Repair Institute roust disclaim aiiy liability or responsibility to thotie
mho nag• choose to rely on all or any part of this guideline.
Surface Preparation Guide 03730-1
Removal Geometry
Section
Caution! Before staring removats, mvifew effect of
re -novas on structural integrity. Provide shoring of
memberas r;ecessary. Particular care shaflbe exercised i
at slab;'baarn connections to columns,
Elevation
Beam or
Rib
Section
.... . .. ......
Column
Comer
- - - - - - - -- - - - - -
Slab or Wall
Par ial Depth
Slab or Wall
Full Depth
j
03730-2
International Concrete Repair Institute
Slab or Wall
Par ial Depth
Slab or Wall
Full Depth
j
03730-2
International Concrete Repair Institute
I
111k�'
Exposing and Undercutting of Reinforcing Steel
11'eSe details or-, applicable to horizonuil, vertical,
and twcrhead locations. They are also applical-Ic to
removal by hydro-dernolition, hvdr0-raiIIing,and e!cc-
tric, pnc-urrranc or hydraulic impact brea]-cers.
Remove loose or delaminated concrete jbove cor-
rodcd reinfcrcfirgsteel.
Once btifiaJ removals are made, proceed with the
urdercuaing- of all exposed corrod'ad bars, Under
curtins, will provide clearance for under bar cleari-
ng card full bar Circu,
'11fe,C'Ice bonding to
surrounding concrete, and will secLre the repair
structurally. Provide fninimern -'/-, inch (19 mTo)
clearance between exponed rtbars and surrounding
concrete or V'-, inch (6 n-an) larger tioun, largest
ag�—ncgate in repair rnatcriaL whichie-Ver is arealcT
Concrete rernovals shall extend along the bar4 to
locations along the bar free of bond inhibiting
corrosion, and where the bar is well bonded to
surrounding concretc,
(D
I If non -corn -;ed reinforcing stein is exposed dur-
im, the undercuning rroces;s, care sliali be teken
not to darnage the baCs bond to surrourrdinlg
concrete. If bond between blas and concrete is
broken. undercutting of jhc b ar shall be rewired.
Any reinforcement which is loosc 6hzffl hosecared
in place by tym, to other secured bars or bv other
approved methods,
Surface Preparation Guide
Cleaning and Repair of Relinforcing Steel
Cleaning of Reinforcing Steel
0 All tteaw corros;Gfz and scale should be removed
from the. Fran as necessary to promme maximum
brand of replacement mau vial. Oit tree abrasive
blust is the pr6crmd ame€ cd. A dphdy b >n&d
holit rust build-up on the surfnce a asualk, sot
deirimenta to bom9 1, unlcs� a 1 rQtELt3 . clflti w is
N-ing p tied tothebarsuracc.inwhicncas the
£DHet RiFLmf<._ttriCs recommendations for
face petiparateon should be tnLowed. t, "
,IA " �`
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. w.✓ .tlffUl �'... 4 a . r
L=kstC ofs�i� }
Repair of Reinforcing Steel Due to Loss of Section
Ifrcinfor6na steel has Iosi significant cross section, a
structural en-inc: r should be consulted. If r_paits arc
required to the rearforcin -steel, one of tbu followimg
reparmet ods should be used:
Complete ba.T replaCememr, or
• Ad€!iticrnpfsupplen;enr.:ibzzroeera+,'Feczc€iseczioaz.
New bars may be mechanically spliced roold bars
orplaec�ziparaiieaoanclappro;ii;t�tc1,� {�'in.11�rrtzatt
f um cxui tiara bttz-s. Lip lengths shall be determined
in ac>corlance wrizh ACT 3.18: also refer to C.RSF and
rs ASFITO manual,
Affected Length
Less of Sec"On
Suppternental Bar
Required Lap ` Recuxed Lap-
Affected Length
International Concrete Repair Institute
M
Edge and Surface Conditioning of Concrete
These details are applicable to horizonta l. vertical,
and overhead locations, Theyare ajx applicabic to
mmov,d byhyLizC)-deinolition,livdi-()tiiiilinz,
I - andciec-
tric. pneumatic or hydraulic impact breakers.
Do not if-ve these deiaiisforshorcree
Jorshoterete repairs reAa, to,,iCl 'i(36 E4-,e Prz�para-
non Guidefincs.
Remove delarninatod concrete- undercut reut-
fo,cing steel (refer zo-Exposfirg, and Undcrcut-
I ting of Reinforcing Steel" on page 3). remove
additional coneretcas mquired to pros idernini-
rnum required thickness of repair rmat,,riaj,
At edc localunis, provide rightangie cuts to the
cOncrete SurLxe earth efth& of the followjrj4
methods:
SaWCLn 1/2" (13 mm.) or less a> required to
avoij cutting einforcing stceL
U.W TOwercquipment such as hydrodemolition
or impact breakers_ Avoid feather edges.
Possible, Preferably with squarcd corners,
lZ After removtns and edge coruhricitin�_ are
I , com-
plete. remove bond inhibiting materials (dirt,
concrete Slurry, loosely'bonded aggrepjt,,O by
abrasive binslin," or high pressure a-aterblastine
with or wilhout abrasive. Check the concrete
surfaces after cl=ining to insure that surface is
free from additional loose algggcgator that ad-
dinonal delarninations are no, pmscjjj.
If hYdrodernolition is ' used, cement and particulate
fr
ost ust be removed from the pTepared surfaces
before siurry hardens.
Boundary of locse ReCGMMenced
P"Iddelaminatej Layout
11
Surface Preparation Guide
INTERNATIONAL
25pCHI V
CONCRETE REPAIR
I N S T I T U T I-
3123 Shepard Dive, Suite D
Ster'linz. Vzk 20 164-4.428
Phone 703-714-0il6
Fax '70-4150-0119
E-mail: info@icri.or,(,
Web: www,icrhonz
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Dry -mix Shotcrete
General descriptinn: ii:cpair =eriai is piacad dre
or sli�.hlly dalnp into shoterclmachine; and mixed
with Corllpmcd air. 'I'lic loiairL is trxos , tcd via
hosts to it, il nozzle wh'�
rc wail r and adloixlvrcs: it
I FW,arc intro dticcd'i ingredients re propelted
ft
onto the prepared substrar,e by the force of the com-
presscd air,
Best aPPIiC3fi0R* Large vertical and overhead aros
with sittall ban-, 'ti'o. 6 t 19 intn" Gr less, and minitral
colrl'eKion of crialedded
Material requirements: weii-graded aggregate
w ithncecseary bi nders (usual IV p<ll-tiand ceawln'. Ax-
tare mu"t be proponioned to conjWneate far rejX)und
A'Jillixlures are t'rcqucialy Ustal to Shorten set
tithe. andh).-Io allow dlicticr'lavefs to be builT-ttp in a
gTnlgle pass.
Referenre: AC'l 506.2, C3uh3c In Shozerete'
Wet -mix Shotereap,
General description: Pre-tyatch�d laid thorouehly
mixcd repair malcrial is PiLcedf into 2 corlcreuo pump
and manspolacd via pump Iiac to an exit nozzle where
cumprcscd air and admixlunes, if any. arc intronuced,
Tile rtipair mate riat is propl:jjed onto tile Surf"Cc i v tiie
conlprciscd air,
Best 3PP11CZtiCn: Large vel[ical areas wilh small bats,
Nv. {i 419 tnyn)�-,� or JQs,, and mininjai
I I congestion of
eiai>cd&d reirtforcernant.
Material requirements: punipabie. iow-slump arise-
lure which does vQE sac, when impacted on the Ira -
pared subiar—ac,
ReferenCe: ACI 506.1 "Guide to Shocrete"
11 As :here 4m tne,'Li-aly a,) pepetajjv a upEr i convcmion
dx A$ I'Nl A615 �(5 has bee,
foun&d to the ncnrest InMimetzr'
'q
53731-6 GUIOE FOR SELECT NG APPLICATION METHOUS FOETHE REPAIR OF CONCRETESURFACES
TECHNICAL
�.'�.iit; 4; : i,.3trV f�iF4x iat2
i+r:;aieiz: ts'eiix=.: lose.^.t Lir�re;.
Cargriglll s 496 Conre=e 4nGimuic
All rights x, rvzxi.
I'D Shcrud Dricc,
Piwrx l01-450-: t{ If) Fias 703..45O 01 i`t
About I Guidelines
L u , ("<rY ""rite 1l ,,, ' WRI T
rmdpn�fnnioa of!hemav
g llwrhrmls crrral rt rttal. Li a primar, , chich,
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trihOe ro :"Nprm4fw rh� prwviCe
?11 v se !&i � 1 e r? lUMM" Off Vl7p4)rras"z ?,epair SdIIA-
ler as are cswbi'e ie) &,cisitfn makers. Dwrv-g
:he lva.51 -Hnwreu' de-Udln" mutil 'f(ls &een reporwd in
'e Illera"ure on "'mcwfe yelf, a ir melhofkv afftl 111aff'ri-
"k as fi;ev fwve I l'
�'v "e'l4o'Med and n'jb" AZever-
helews, lt has? caf jlb' lcu�; touted vrirlcahl-'i'e"Ve'd f l
in P0110fl on 'm- art canderised iwo eaf,v
-1�� "wl �'nd� ;j I �fl$ Ore pre-
famwts 'CFI gafdWW'.
pared b ' v sapv;ion,�dtas" "�r'MPS 'Mf a"tpro"'ed in, the
K-R! Activificy Cwnw0jee, Fach �lluieflnc
aey'dvesScs an arev, ef(P "n i- exwn �lfwzke reco, d
to,'he cfchievemew i1fdarall.fe ?vpwif-,�, ARIC91 gaide-
Une do- ume"lls are suhillro ; rel'R-K- h': file
,,-r-nqbef-shu.v wld ma.,, he rewscd (is approved b-i file
71,rflnwal A('thvWC'v
lily uoflxft %'h
rel., ov tiI or uaff pa,z -flhi,
Task Group membere ter 1992 edition:
Peter K Emmons, Chairman
KermD. Bright
RfOard F. Delargey
Don GardorfnD
Robert Trav
Douglas G. Vite
Appraved far reissue by the
Technical Activities Caittea:
Jack A- Morrow, f hairman
Peter H. Emmons
Robert I Gulyas
Thomas R. Kline
Kenneth K Lozen
James E. McDonald
Randall W. Poston
April 1996
WDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
rl
Introduction
The cause of urany conorcre repair hnlarcs and III-
staucLs of cost ovei'MIS con be traced to the selection
of iatipprotiIiaw repair mddnAN. This documcm has
licenprepatedw help vii,rialize thernethadsconunonly
used for the repair of dcteriorwcdconcrete surluces and
to survey the appliciumnsfix which each is, considtrcd
10 be inost suimblc. It is nor imewded to be a detailed
and camprffhersive '-how-ter" gaidfoe the rariour
areProds deseribed, or a stubstiture for the reeom-
mendalinirr ol'an experienced and qualifled relmri,I
practiceforplac-
im, ccarint-baNed repair rnateriaLi. It provides owners,
crig -1 ,incers, inereri, suppliers. and repair contractors
,vihi a quick reference to assist in the selection of
suitable Methods of placcrncqt, 'Whit- this plurta-line
covers oniv flie selection of sunable application Teem-
odsother Luidelines coveria.g related repair subjects
are available fi-orn fCRf,
Cunsistent success in concrete repair begins wi Ui the
recin;nilian that each repair situation Is defined by a
unique corribinafiol Of CiretroStanoos Shoped by Crieli-
vncouraVII to make tire besz, use of b1dusuy rcsourec�
by
y brincin, the expertise and experience chile enei-
nce-iniz conan unny. pIoduct inanutecrunn's. and quali-
fied into the planinn.,, proce.,is.
Considerations
The iiiiiial lation incilhad repair
Trat,n-;al Ii-I Inv Igepared substrare with Predrctable
re'suirs. The pwriccrtics of repair mar,-Ijaji i,Cjjcrajly
specifiedare, compressive strength, bond stranglK shear
strenglh. and those properties Which iinlrience tohone
C11,1112es. such as earn ,i:rL shrinkage,
(}roper..
tie such as resisoince, to free, in„ and flnawirilg. kcV
T-�rmeabihvv, or wifine rei,iitance may I.,, Spccifiwd,
The repair material owst fully encapsulate exposeki
reinforchn, steel. achieve satisfactory hand tvi,,h the
substrate,and fill
I It. If these reitun-enicnis are ran nchicved. the repair
will not perform `sail i mended purposa.
handing oi the repair neiteriall with the c%isinri,
suss ,irtac depands upon tams repair material reacting
with. and Interlocking to. the pwoffic of the prepared
coacratcsnrruce. Sonic materials may mquire a bond-
ing agent to tinsure iininune contact with prepared
,cruces. If the repair material is It must.
havc, sufficient hinder (c,jn cemarn paste, cpoxyre-s-,m)
to thorcu�-hly wet out the substrale,
Force inust I--, applied to drive the repair tna;crtal
into murtude contact with Elie prepared iurface. The
type of force wilt vary v- ith tire application mciho& In
tno,wcl applied systians, the repair material ii, forced
into the prepixedsta1tice be the pressure Lt., fied to tire
trowel by -the fin'sherorceirienrarason- In cast -in -place
sviacnis. the pr.Lscurc is provided by internal vilimation,
or hydraulic pressure developed by the concrete or
grout pump. High velocity tincrineatic placement tz-oat-
niques develop exceptional force through impac,.The
1-yrackin« processgencraatespressurewhetstherwdint
tool paund& the niaterial againsi the sImstmte.
The epairmalerials be at and
applied without segreganng is etluaily impormra-
Any segregation of nuiterho componenti; will alter
phy"ical properties and rcclucc or neeare the ability
of th-, re -air to flaflili its printery funciion --- to
rzswre the s(ructure to ft's Lwigircil cotubliol to rhd
fullest C%tem po5,Sible.
constructibulty
I Before finalizing matlechon of !h,,: repair naaeriei
ard the installation check tb-* sVstcrn's
To determine '011-szractibility. the fol-
kivin- qrics,irnis should be cddtcssc&
rnginner and the oit ner?
• Will the spxiried insoilit2tiort rechnique alkry :he
r(Umfiry If) -0 .1 Pit) v�?n;t I ZY ",;thin The time speri
11 _fied?
GUIDE FOR SELECTINGAPPLICAMI1 IRMOUSFORTHEREPAM OF CONCRETE SURFACES 63731-1
Is The wofkFrs corducive eir tilc spa ci- Quality ;;. a'i3 +
fiea ritca'lrmoit techw.rgz[t.' and Quality
@ g
• Ar, eXpc `etW,1,l %t3riWi or3 it, �al}tie ,reOr Me $g i$�/ Control
projeci?
If The aicsver to ally caftnise ytt +.ions is no or trawbe.
Then the choice of e pair rmtasial: and a sletia;,03
method Aoiald be r�nt.sses e<f.
'selactioll
The Sclecthm of a suhahi: repair taaferiai and llpf"lica-
Uo; m thod sh{Weld pres:ced in this sequence:
i Seiectthempairmaterialprt .taint lhcstrcn41141
durability pmpvrdas; crhicS? treat rest€iru tt;e?ntegrity
of the orfeinal dcsilull
2 Select a rnethod of placement which rich succex®-
fulls dace the, repa< material ontt> the prapaced
concrete.
3 Review The phv&ica:l propertru_ and pas vm nt se-
gatiretnesis Fvr the repair mateiiil to ensavv the
cornet=ctibiiit; or;hL w," :ctec repair sys en
w{:ha;letethesn<tCerisat'a7ral>p.ie:ti=_€ntneihodasae;cied
To Prot ide a constructible repair.
Whe:vt.e:€c#a-ofleneetitoltt?cnza,3 ,tilt. saH-tcrntda:rati7zty
of the hoper-atilt Than rbe eas_ of
t.ppht3tic?tl...
The c(Stnbl iioli of the wo kit,g conditions. the rcp`i4
contsacielp.[he axisttngconc tcnaatoriat.tlsesrctnrc
dctiign. Pad the repaah mlilerial, as uniaae ao cvery
proi cx Much call gt) i;r€sng withot;t prea,ts.r ella it:y
tissurance and n-mine quality control, S Eata z hp'seteLtjaa
a auahned contractor. who ct€nc#erlto€?senate st?ccvs48iil.
tt>aag-terse repaiN ustn ,, the; intended installation method.
If any cfce tions remain unanswerild repir ho, the
contract z's qualifications, the repair materiai, or tlx
Installation teehilique, consicex a pilot project.
During ;he actual repairs, del;cj tp a fecdbuci ..<ys-
lentto verifycomplionce with rt c crefrcx:Ping require-
ments estalthshedfor-die proicct Chasicalpootxr'ziesof
the materials can b,- confirmed by i:ampti ng atThe time
of pilwe cent. by set place tel rind, or € y :tsing ccrt:
saunpling techniques, BondstsenWthscsa be v�riiiedb
comim- through the repair at=.d into the sat strve, l`ot-
fowcdbyappayingatersilC force to lheeorc?Conwili-
dation of the maieriasy cart be verif-wd with visual
caseratit>;Fsofami-actedeootsardirl-place cabal.
�31 Sent;Ebi ra t€eerz, tetwl .;....iz<X a£. �.. c€Fr.,.:n :1CI 30-,R
40i'i C t)ten.� j. Will: ApIvt six A- i
03731-2 GUIDE FOR SELECTING APPCICATIOM MiTHODS FOR THE REPAM OFCONCRETE SURFACES
Application Methods
Trowel applied
General description: Repair maicria! is mixer inn a
able nlacio�- [ools are used to transp(i-t mt, rcpair
material to it - pip arc substrate, The repair marcriall
is prcsxd in v; I fit-, subsmare to develop j:,tipjetc crxajacr
-without vod6,
Best application: Surface restoration wheat reinfbrc-
ine wel is nat
Material TeWirItMeMS: Fizw-grainu�d material easRy
finishe4. With flor.-&Ig to vuly in Place m
Vertical or overhead Hipp cations.
Genera( deSClijiflOft: Kqpair ran.terial is mixed mto a
Unll")rnt, cohe M- phnuc Ili= tramsported % a
confincd space and compacted with unidia'a ux)ls to
protaa:c a Jkmse repair materha,
Best application: Post -tensioning great pc ekes: tic
holes; pan joist bolwn"s: waffl-- Pan joaata: vertical.
overhead and horizontal Tc,cazions,
Material requirements: Mortar c,,iih ccotristcncy ca-
pnbl-- ul' hcing molded into a ball %vithou! 1,121,11"11Ing,
Reference: Headquarters', U. - nitod States Army Corps
(if l7nLiactrs f 1995)- -L4valuaticm and Rrm�ir (if Cull-
crctestruclurcs,- EM i I 10-2-200IWashingtom 1).C.
I 101n1zk
EM
--0-n4-
GUIDE FOR $ELECT IN'. APPLICATION 14ETHODS FOR THE REPAIR OF COI!;CRETE SURFACES 03731-3
era
Form and cast-Ifl-place
(Partial -depth replacement)
General deSCriPfiGn.PaepIacmcntof repair=un�iad
into a e0nFuled vace with foraiwork defining all
cxpo.wd houruiarics. Repair inaterials arc deposited
ina) the- Ifortnwork and consoliciLted by roddhl� or
z an
conventional vibration.
BeSt aPPliCatiOW Columns, walk, and exierior skZb
Material faqUireftlenIS: CaFtabic cojicczae or mozi-ar
with prtyper bond pmp;aiie:, low'. hrinkagc, low wa-
tcrlcemenl ratio, and a highly flowabic Taixure-
Reference: rkCI 304R,"" Cxuidce fo, viix_
ing, -I'tanspor.'ivlg� and Plachl" concrere"
I
Form and cast-an-piace
(Full -depth replacement)
General description: in heu cat partial-deplir .cpajrs,
!hQ nievibe2 in rita-stion can be re noved and rupho-ed
In total. Placea,Ca[ methods,41ould follow 'good Cixl-
crele practice.
Best aPPliCatiOM VVheo d-lerionalion is extensive.
ffirolkohoul Zile nierriber,
Material requirements'. Conventmnai CxWjjj_pjace
conczetv with low it-irin , , ao. luvv waler-ccrrmm rauo'
and a highly workable Mixture,
Reference: Acl 30',1 [s. ('mide ltansp*rliag. anti Placing (-oncrete
[21 kvfeecnzea cited in n1i, mature r are fma the ACi
Manl4d of C'Merelc Praet:<'C. A ... zscan Concrete
Institute. Detroit, MichiSan_
03731-4 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
Form and pump
General duscriplion: Rpair :,wutrizl i. mix,4d ind
and "O!"cimz i,-, lffic MC,slffc.
Best application: meal d
,nhc,rc cgmguczm ho�-
allni, rib,, s4,41
Materiat requiremenis: hest npur�ic,
lerktic�.
Reference: ACI -PILcin', s,r E€ [ny l'i.
preplaced aggregate
Generd description: (3:ip-gr-,dcd flgllrpfc is placcd
lnt,> tomned -cavity. 6mul is th"n pimped inn form is
punnp u1nif all vind* —'T illied and pa. szuvizt�d.
Li miuki'll lacawu of cwl%lct and
olume'.
Seat aPPikatl0fl: VLniCal W)d OVCrhOld ZPP(iC--'Lk)0S
where cxmnn-!y low Qiiinkaac of n-pair fnaeerial is
sequired: colunin cnlmgcnx�ln,�,
Material requirements: Cilp-,rjiled rU at. (40--
50% void ratioi, pwnpabh: groa. sdf-bundfing pn—
kind cenicin or rcsin -bLwd binikr, ()nc iiich'(25) nim)
or larger agpegate typicaihuseYJ in ccmendtioii+
appfic'umns.
A—rogac Cgzicnn- f6r St-Uctuni anti Mass Con,,rm,
-s"
. ......... ...
I
GUIDE F09 SELECTIMFps" PLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES 03731-5
See attached Drawing
SECTION 7
WEATHER WALL SPECIFICATION DRAWING
17 OF 17
WEATHER WALL SPECIFICATION
TEACH 2x4 TOP LEDGER
0 CONCRETE WITH
1) 1/4"00-1/2" MIN. EMBEDMENT
]TEN CONCRETE SCREWS 0 32" O.C.
:X4 WOOD STUDS 0 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
IV 7HW/440z1TT-1/2. MIN. EMBEDMENT
1TEN ONCRETE SCREWS 0 32" O.C.
IN, FLOOR
,ONT. CAULK BEAD ALONG
BOTTOM
TYP. STANDARD FLOOR
WEATHER WALL
S /d - &M
2X4 WOQQ ATTACHED TO SLAB
WITH 1/4 Ox1-1/2 MIN. EMBEQMENT�
TITEN CONCRETE SCREWS 0 32 O.C.
-TYP. TOP AND BOTTOM
1/2" CDX PLY -WOOD ATTACHED TO
FRAMING W/ #10 WD. SCREWS AT 12"
O.C. AT FIELD AND 6" O.C. AT EDGES
OPTIONAL ATTACHMENT FOR 1/2" COX
PLY -WOOD ATTACHED TO FRAMING W/
10-d NAILS AT 12" O.C. AT FIELD AND
O.C. AT EDGES
6 MIL PLASTIC OVER
COX PLYWOOD TAPE ALL SEAMS
GENERAL NOTES:
2x4 TOP LEDGER
ALL 2X4 STUDS, SILL PLATES, AND PLANKING TO BE SOUTHERN YELLOW PINE, GRADE 2.
DIMENSIONS SHOWN PROVIDED AS A GUIDE TO CONTRACTOR. ACTUAL FIELD CONDITIONS AND
LOCATION MAY VARY.
INSTALL ALL WEATHER WALLS MIN. 24" FROM THE AREA OF REPAIR.
SUITABLE PROTECTION AGAINST DAMAGE BY WEATHER, CONSTRUCTION DEBRIS, AND TRAFFIC
SHALL ALSO BE PROVIDED (INSTALLATION AND REMOVAL) FOR EXPOSED INTERIOR SURFACES,
SUCH AS TILE FLOORS, DRYWALL, EEC, AS REQUIRED AND IS INCLUDED IN THE UNIT PRICING
FOR WEATHER WALLS.
DAMAGE TO INTERIOR SURFACES BY INSTALLATION OF WEATHER WALLS SHALL BE AVOIDED.
SHOULD DEVIATIONS FROM STRUCTURAL ATTACHMENTS SHOWN ON PLANS BE REQUIRED, THE
ENGINEER SHALL BE NOTIFIED AND SHALL APPROVE SUCH DEVIATIONS.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGES TO UNIT INTERIORS
AS A RESULT OF THE REMOVAL OF EXISTING COMPONENTS (DOORS, WINDOWS, ETC.) AND/OR
THE INSTALLATION AND REMOVAL OF WEATHER WALLS.
6"
WALL STUD PER PLAN
fa
20 BOT. LEDGER) CONT. CAULK BEAD ALONG J DBL STUD J
BOTTOM AT EACH END
STANDARD WALL ELEVATION
OR DBL 2X4
T SHORE FOR
M SUPPORT —TYP.
2 MIN. WOOD BASE
SLAB PROTECTION
OR DBL 2X4
T SHORE FOR
A SUPPORT —TYP.
? MIN. WOOD BASE
SLAB PROTECTION
MAX."
TION FOR BALCONY REPAIR AREA
TB
)IIIONS.
ON CAN BE ADJUSTED TO MEET FIELD CONDITIONS
EXCEEDED.
IN ACCORDANCE WITH THE LOCAL BUILDING CODE
PROVIDE A LEVEL AND CONTINUOUS SURFACE FOR
IN. THE SHORING SHALL BE LEFT IN PLACE UNTIL
CDMPRESSIVE STRENGTH.
'ROVIDE ADEQUATE SHORING
CRETE DECK PRIOR TO ANY
RK THIS SHORING PLAN IS
NY CONCRETE SLABS AND
NOTE:
POST SHORE LOCATION FROM
FLOOR TO FLOOR MUST BE SPACED
WITH —IN A MAX. 12" TOLERANCE
FROM EITHER DIRECTION.
LEGEND
woulolam _ u_
SHORING BEAM -
ALUMINUM OR
NA. TIMBER PER PLANS
ADJUSTABLE ROUND
O OR SQUARE ELLIS
OR UNIVERSAL JACK
SHORE
2'-6" 4'-4q" 5' 0"
4X4 OR DBI
POST SHORE
BEAM SUPP(
2x1FOR2MIN. I
SLAB F
t'—o" MAX.
4X4 OR DBI
POST SHORE
BEAM SUPP(
2x12 MIN. 1
FOR SLAB F
1/SH-1
Q) TYPICAL ' D' SHORING SECTION FOR BALCONY REPAIR AREA
scA� '/''''
NOTE:
1. EXCAVATIONS ARE NOT PERMITTED ON FLOORS SUPPORTING REPAIRED AREAS.
2. ADJUSTABLE POST SHORE MIN. CAPACITY OF 5,000 LBS.
3. REPAIR AREA SHALL BE CONTINUOSLY SHORED AS AHOWN ON DRAWINGS.
4. DETAILS FOR SHORING REPAIR AREAS ARE TYPICAL FOR PARTIAL OR THRU
DECK REPAIRS.
OR DBL 2X4
iT SHORE FOR
�M SUPPORT -T
2 MIN. WOOD E
Z SLAB PROTECI
n TYPICAL SHORING SECTION FOR STAGING REPAIR AREAS
scut: 1/8•-1-0.
" AREA
AREA
k 5-0° MAX.'?
�z1 TYPICAL SHORING SECTION FOR STAGING REPAIR AREAS
seas, i/e•=i'-a•
MIRAMAR II - RESTORATION QUANTITIES - 24-APR-201 5
UNIT
AREA -
Rail Rust Spots
Rail Spall
Overhead
Deck Spall (Full Depth)
Weather Walllnsall and
.Sliding Glass Doors,
..
Remove
Remove and Reinstall
H
z
z
z
z
z
z
-.
PH04 •..
4
5
4
9
0 _
0
__1303_ m.,..,.,.. _...
PR03 336
1 -
12 .,m ....
0 -•. ..
4 :
0 �,. - ,..0
425?
_. ..
10
_ _. ..
0 .
0 _.. ......� ..
0
0
SUBTOTAL
8
,
27
_ _,. _
4
,- _ _ ... , _
13
. . ,
0
0 ,
1904 363
5
7 _....
13 ,.
10
0
0
1903 336
2.. ,. ,. .> _ ,.
9 ....
?
1
0
0
190J. j262 .. .. _.
._.
4 .... .. -
.. _.
1 ,.
_ ..m ..
0 ...
. .. . . ... ....._r
24
._..- -....
0
0.
SUBTOTAL ;.
11
... "
17
20
35
U
0
1804 ,363
2
4 -
0
16 -
"`
14.4
12
1803 336.
5 ...
8
4. .,.. ..
0
U. ... _
0 -
7 R07. J,a2
.. - _
1 - ..
6
2
28
14.4
12 -
SUBTOTAL
8 .
18„-
6 -
44
28.8 .
24
1704.-.. 363
1
7.
4
97
25.2
21
1703 336
1 -
5 - ._
8.
50
28.8
24
i 702. `252
1.
1.
2 -
46
14.4 -
12
SUBTOTAL
3
13
14
193 -
68.4 _
57
1604 363
3 -
6'
5 '0
0
0
1603 33�
1
.
5
541
24
20
SUBTOTAL
9 -
10 _
16 n
544
24
20
1504 363
1
51
3
23
39.6
33
1S03 �_._ .. __.-....w_'336m_ P.. ,.... ..... _..
1 . v..
4-
4. ...
U
a... ,. ..
0 -..
Sa02
.
6 ._ "
6
_....
12
14.4
12
SUBTOTAL
2
15
13-�
35
54
45 .
1404 363
2 ..
6 -
0
0 -
0. ..
0
1403 :36
0., ....
10". -
0 ,.
78. .,
36 _
30.
7402 1�i
1 -
6
0
2 _ .-
0
0 -
SUBTOTAL
3
22 '0
..
80 -
36
30
1204 1363
..•336 ..
0
10 .
4
32 -
10.8
9
1203
01 . .
14
4. .
0
0 ..
0 .
].20J -2.x2
1
6, .
5
18 .."
9.6
8
SUBTOTAL
1
_
30.. ,.., ..
13
_..,
50
20.4 _... _..
17
...
0
6 ,..,
2.
0-
0
0
1103 1336 -0
`:;" .. _.,8
4,
18._
10.8'..
9
7 t02. 257
0 v "3
_._.
0
27
SUBTOTAL
0
17 -
6"
45
20.4
17
1004 `363
__
2
4 "..
2.
42
25.2
21
,. ._'336
1003
1 .
12.
3..
0
U ,
0
1002 Jag
-
1 -
1
0
0
0 �..,. ... .�
0
-
SUBTOTAL
4
17
5
42
25.2
21
904 363
0 _
4 , ..
10. -
24
21.6'
18'
-. .. _ .... _. _.
903 336 -
1 ::...,
1 .,
4. .. ;, .
U
0 .....
0
PAGE 1 GF 2
E
MIKAMAK II Mt FURATIUN LkIUANTITIES Z4-APR-ZU15
UNIT
AREA ..,
Rail Rust Spots
Rail Spell - .,
Overhead
Detk Spell (Full Depth)
Weather Wall and
Wall In
Sliding Glass Doers,
Remove
Remove and ReinstallCC
902 _ _ 252
W_....,..__._._..i_,.,.._.,._._...w._...._.._..
0 .�.:_;._�,-
0
1
0-
-
0
0
SUBTOTAL
_�..
1 ,�...
5
15
24 .-- �
....,:.,
21.6 .�' � m
18 4 u
804 363
2
S !.,� :
5r>.
0
0
0
..�..ww
803 336 -
1 ,.,
_... _ .., ... ,
11
� ...
10.. '..._
.. _ ...
0
0 .. . .:.. ,
.
_
.
. .:
..,.__
_, ..
_
0
8U2 Q52
0 4
6
3
60
33.6 ,.
28
SUBTOTAL
......�_
.....,.
3
25 r
18 " .
60
33.6
28
704 (363
0 . '
1¢.. - ,.
4 , ,
p
p
p
704 ,336
.,. ..'252
0
6 - ;
15- _ ,' �'
52 -
54.°
45 -
702
2
5-
2"
42 ,. ..
24
20
SUBTOTAL ,.
2 .r- _-
.
26
21
94
.:m
78 _ '
65
604
0 -
11
12. '. _. _
0
0
0
_
6':. ..6:._...,.
, , e
40.
396 f
33
38
,.
_•.. ..
0
0
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SUBTOTAL
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PAGE 2,OF 2
KEY:
12.3.4
7 -AMOUNT OF DAMAGE
BEAM SPALL = CUBIC FEET
COLUMN SPALL = CUBIC FEET
DECK SPALL = SQUARE FEET
OVERHEAD SPALL = SQUARE FEET
2 � LOCATION OF DAMAGE
B =
C = COLUMN
D = DECK
0 = OVERHEAD DECK
3 -TYPE OF DAMAGE
C = CRACK
S = SPALL
4 - HEIGHT OF DAMAGE (COLUMN ONLY)
= 0
M = MIDDLE
8 = BOTTOM
EXAMPLE:
-CS S-M = 5 CUBIC FEET - COLUMN - SPALL - MIDDLE
10-0-S = 10 UNFAIR FEET - OVERHEAD DECK - SPALL
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVU., - STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLC
1236 SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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I{4 F
E N G I N E E R I N G
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
4F
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CSM ENGINEERING, LLC
123S SE INGIAN STREET - SUITE 103
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9960 5 OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRU13TURAL - MARINE
Tii
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9960 5 OCEAN DRIVE
JENSEN BEACH, FLORIDA 34967
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MIRAMAR 11
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL
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CSM ENUINEERING, LLC
1 235 SE INDIAN STREET - SMITE 103
STUART, FLORIDA 34997
o: 772-220-4601
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STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL' STRUCTURAL MANINP_'
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1 235 SE INDIAN STREET - SUITE 103
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
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E N O I N E V. R I N G
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1235 SE INDIAN STREET' SUITE 103
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I Dd G
CSM ENGINEERING, LLC
1235 5E INDIAN STREET • SUITE 103
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JENSEN BEACH, FLORIDA 34957
CIVIL - 51'RIICTU RAL ^ NARItJE
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CCIVIL,- 9TfttfC7UR 1L - t.SARENt
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C5M ENGINEERING, LLC
1235 5E INg1AN STREET • SUITE 1t13
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - fSTRUMURAL - f3ARINE
E N G 1 N E E R I N 0
OEM ENGINEERING, LLC
1235 SE INGIAN STREET - SMITE 103
STUART, FLORIDA 34999
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STRUCTURAL INSPECTION•
MIRAMAR II
9960 5 OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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1235 $E INOIAN STREET - SUITE 103
STUART, FLORIDA 34999
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
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1235 SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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CSM ENGINEERING LLC
1235 5E INOIAN STREET - SNITE 103
STUART, iLp RIBA 34997
4: 772-220-4601
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34967
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CSM ENGINEERING, LLC
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL
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9960 S OCEAN DRIVE
O-S JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
i
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C5M ENGINEERING, LLD
1235 SE INDIAN STREET • SUITE 103
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9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET' SUITE 103
STUART, FLORIDA 34999
0: 772-220-4601
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIC.- STRUCTURAL. - MARME
E N C, I N E E R i N t3
OEM ENGINEERING, LLC
1235 SE INGIAN STREET - SMITE 103
SMART, FLORIDA 34997
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MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
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1235 SE INDIAN STREET - SUITE 103
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