HomeMy WebLinkAboutCONCRETE RESTORATION PACKAGE.h
.t
'.- CIVIL - STRUCTURAL - MARINE
v
E N G I N E E R I N G
CSM ENGINEERING, LLC
2OB 1 SE OCEAN BOULEVARD - SUITE 1 A
THES"cPLANS AND ALL PR0p6j e5AkL11RIDA 34997-5690
ARE SUBJECT TO ANYCOP,a41ECTIONS ❑: 772-220-4601
RE13UIRED BY PIELD INSPECTORS THAT w: www. CS M-E. NET
- MAY BE NECINA'VIY IN ORDN TO SCANNED
COMPLY WITH ALL APPLICABLE CODES. BY
MIRAMAR 11 CONDO
CONCRETE RESTORATION (PERMIT
St. Lucie Countv
PACKAGE)
Located At: Miramar 11 1 pV as qL
Prepared For: Miramar II
Attn: Vem Root — Condominium Manager
9960 S Ocean Drive
Jensen Beach, Florida 34957
o: 772-229-9192 e: Miramar2Condo@gmail.com
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE n5r- _2[]/t
MUST BE KEPT ON JOB OR
Inspected In: April 2015 NO INSPECTION WILL BE MADE
`\w U 1i-111//r/f
r,
. 4 r
- Nc.789tL
;• 1. 1
A Darden Jr, PE 11 �d + AU
Registered Professional Engineer #76910
1 OF 17
W
TABLE OF CONTENTS
f
Title Page
Table of Contents
Scope of Work
"" - - ;� :`_•--sir:..
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
Inspection Spreadsheets:
Miramar II — Restoration Quantities
Restoration Location Drawings:
Inspection Key
GOI-PH01
(Stack 1)
G02-PH02
(Stack 2)
G03-PH03
(Stack3)
G04-PH04
(Stack 4)
G05-PH05
(Stack 5)
1
2
3-4
5
6-8
9-10
11-13
14 & Attached
15 & Attached
16 & Attached
17 & Attached
Attached 03 Pages
Attached 01 Pages
Attached 19 Pages
Attached 19 Pages
Attached 19 Pages
Attached 19 Pages
Attached 19 Pages
�y�41ttE;jj�1
IC
No, 76910
ATAOIFS�
ZORID
Charles A Darden Jr, PE f '� NAL t''\\\
Florida.Registered Professional Engineer #76910
2 of 17
SCOPE OF WORK
CONTRACTOR shall provide all labor, supervision, parts, materials, testing, tools, equipment, utilities, permits, temporary facilities,
sanitary facilities, swing stages, and scaffolding, required for completion of the below described WORK in accordance with the
applicable drawings, specifications, codes and standards.
The WORK to be performed by CONTRACTOR includes:
1) Mobilization
2) Protection of Existing Conditions:
a) Provide protection systems for existing site exterior components, including vegetation and private property of residents and
visitors, which may be damaged as a result of CONTRACTOR'S performance of the WORK. Existing conditions of all site
components that are in proximity to the WORK shall be surveyed and documented by CONTRACTOR prior to the
commencement of work.
3) Railings and Screen, Shutter Systems, Sliding Glass Doors, Doors and Windows:
a) Removal, protected storage and reinstallation of existing railings and screens, shutter systems, sliding glass doors, doors and
windows as required for the WORK and as directed by ENGINEER. Where possible, the existing enclosures shall be left in
place, rather than removed.
b) All permanently installed fastener materials shall be stainless steel and shall be approved by ENGINEER.
c) Removal and disposal of existing railings and screens, shutter systems, sliding glass doors, doors and windows as required
for the WORK and as directed by ENGINEER.
4) Weather Walls:
a) Installation, maintenance and removal of weather walls and protection systems for exposed building interior spaces and
surfaces as directed by ENGINEER.
5) Tile Removal:
a) Removal and disposal of existing tile and other floor finishes, including adhesives, as required for the WORK and as directed
by ENGINEER.
6) Concrete Repairs:
a) Investigation and excavation of deteriorated concrete and reinforcing steel shown on the below listed attached Inspection
Spreadsheets and Inspection Drawings, and as directed by ENGINEER. Estimated quantities shown on the attachments are
subject to revision based on the results of such investigation and excavation.
b) Surface preparation of excavated areas.
c) Restoration of oxidized reinforcing steel.
d) Installation of Sika Galvashield XP+ galvanic sacrificial anodes as directed by ENGINEER.
e) Patching and/or placement of concrete in the prepared areas to match adjoining surfaces.
7) Waterproofing System:
a) Apply Degussa Protectosil (corrosion inhibitor) over the repaired concrete deck and edge on walkways and balconies that are
not enclosed within a weather tight system.
b) In locations specified by ENGINEER, install Sika Sikalastic, STO Decocoat, or BASF Sonoshield waterproofing system
consisting of primer, base coat and top coat (aggregate and backroll) in accordance with manufacturer's specifications.
8) Stucco Repairs:
a) Prepare all damaged stucco surfaces and apply stucco finish to match existing adjacent stucco surfaces.
9) Painting:
a) Preparation and painting (prime coat plus one finish coat) in accordance with the manufacturer's recommendations of all
repair areas and surfaces disturbed by CONTRACTOR to match the existing adjacent finish.
THESE MANS AND ALL PROPOSE WORK
10) Demobilization ARE SUBJECT TO ANY COE3REfITIoNS
REQUIRED BY P.IELD MSPIECing THAT
MAY BE NECESSARY IN OfiDl!>7P TO
3 of 17 COMPLY WITH ALL APPLICA ODES.
_1
ATTACHED INSPECTION SPREADSHEETS AND DRAWINGS
Inspection Drawings:
Inspection Key
Attached 01 Pages
GO1-PHOI (Stack 1)
Attached 19 Pages
G02-PH02 (Stack 2)
Attached 19 Pages
G03-PH03 (Stack 3)
Attached 19 Pages
G04-PH04 (Stack 4)
Attached 19 Pages
GO5-PH05 (Stack 5)
Attached 19 Pages
Inspection Spreadsheets:
Restoration Quantities
3 Pages
ATTACHED SPECIFICATIONS AND DRAWINGS
The above WORK shall be performed in accordance with the following attached Specifications and Drawings:
Section l -- 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
_ .any+• :; ,.':r '�1":` � ...- �.. ..
4 ot-17
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
THESF PMANS AND ALL PROPOSSO WORK
ARE SUBJECT TO ANY COk3RECTIONS
REQUIRED BY FIELD INSPBC7ORS THAT
MAY BE NECe%A:9Y IN O€4DEq TO
COMPLY WITH ALL APPLICABLE CODES.
5 of 17
SECTION - 1
CONCRETE REPAIR SPECIFICATIONS
PART 1-GENERAL
1.1 DESCRIPTION OF THE WORK:
A The scope of work to be performed under the terms of this contract includes furnishing of all materials, labor, services,
utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, repair and replacement
of the deteriorated concrete. The work will include, but is not limited to, the following elements:
1 Demolition, removal and disposal of deteriorated concrete and reinforcing steel as identified by ENGINEER.
2 Surface preparation and installation of repair materials of the deteriorated concrete and reinforcing as identified by
ENGINEER.
1.2 SUBMITTALS
A Contractor shall submit to ENGINEER for review and acceptance, concrete mix designs, manufacturer's product
information and manufacturer's installation instructions for all materials specified.
B Certification of non -reactivity of all aggregate.
1.3 SITE OBSERVATIONS
A Surface preparation of all repair areas shall be observed and accepted by ENGINEER prior to placement of the repair
materials.
B Concrete surfaces shall be observed and accepted by ENGINEER prior to placement of balcony tile or other finish
materials.
C Engineer shall be notified a minimum of 24 hours prior to all observations.
PART 2-PRODUCTS
2.1 CONCRETE BAG MIX
A MATERIALS
1 USE SIKACRETE 211 SCC Plus REPAIR MIX; STO Products are acceptable upon approval.
2 Water to be clean, clear, fresh water, with no additives.
2.2 ALTERNATE MATERIALS
A Acceptance of alternate products and materials shall be considered at the sole discretion of ENGINEER. All repair
materials shall be provided by a single manufacturer to the extent possible.
PART 3-EXECUTION
3.1 CONCRETE MIX
A Follow instructions from manufacturer. This will be monitored by Engineer.
3.2 CONCRETE TESTING
A CONTRACTOR shall perform and maintain records on the composition, quantity, and slump test results for each batch
mixed.
B CONTRACTOR shall prepare test cylinders and arrange for testing by a certified testing agency as requested by
ENGINEER and approved by OWNER. If cylinders pass such tests, the OWNER shall reimburse contactor for cost of
testing.
3.3 SHORING
A Contractor shall provide jacking, shoring and bracing to accomplish the Work and for all existing structural elements to
remain until all structural modifications have been completed and accepted for their intended use. Contractor shall
submit shop drawings for -jacking, shoring and bracing for approval by ENGINEER prior to commencing shoring work.
B Shoring design shall prevent movement of adjacent slab areas from the existing conditions.
3.4 CONCRETE REPAIR
A Concrete repairs shall be provided for those areas identified with spalling, deterioration, and unacceptable concrete.
B Remove all concrete surface coverings (stucco, decorative coatings, etc) along with loose, spalled, and unsound concrete
in the area of the deterioration. Removal shall be performed with small pointed tools rather than wide chisel edges to
prevent micro cracking and continued spalling of the concrete which is to remain.
C .:The�aiea of'concreteto' be' r"emoved'sliall extend along the length of the reinforcing, beyond the limits of the reinforcing
deYett&6tian ainihimum of2" into sdugd concrete.
D C,,. ., . 9sha.11 _lie reiiil vi dlc comp around the reinforcing steel providing a minimum clearance of 3/4" between the
remforcing;aand,the.concrete toirefiidih.
E Provide a %' minimum depth,saw-cut,, perpendicular or slightly undercut to the concrete surface at the limits of the
repair to prevent feathering of the patch material. Do not cut any reinforcing, except as accepted by ENGINEER.
F Application of repair concrete shall not be less than %" in depth.
G Prepare all concrete surfaces to receive the repair material, including the saw -cut, to achieve a minimum surface profile
depth of 3", where possible, with a new fractured aggregate surface to adequately anchor the patch material.
6 of 17
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 Tess than one (1) cubic foot of
material and as accepted by ENGINEER.
l 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.
7 OF 17
3.7 REINFORCING PREPARATION AND REPLACEMENT
A All reinforcing with deterioration of more than 15% of the original bar diameter, as determined by ENGINEER, shall be
replaced.
B To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a
minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing.
C After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing,
secure in place with tie wires.
D, Following all other procedures for the concrete repair as indicated.
E Where the removal of concrete to achieve the required lap length is not practical as determined by ENGINEER, bar
development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 9" with:
I Sika— Sikadur 32(Preferred)
2 BASF - Concresive 1090 Liquid
F Reinforcing steel shall be ASTM A615 grade 60 minimum.
G Prime reinforcing steel prior to concrete placement with:
1 Sika—Armatec 110 EpoChem (Preferred)
2 BASF - EMACO P-24
3 BASF — Zincrich Rebar Primer
3.8 CRACK REPAIR
A Crack repairs will be performed for all areas identified by ENGINEER.
B Remove all loose and unsound concrete within and adjacent to the crack.
C For all topside horizontal cracks, vee-notch the surface of the crack with a mechanical router or hand chipping tool to a
maximum width of %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'/z" per lift.
G Use pressure injection equipment to seal cracks on underside and vertical faces of concrete beams, columns and corbels
with:
1 EUCO 452 M.V. Epoxy System or
2 Sikadur 35, Hi -Mod LV epoxy resin mortar or
3 Seal ports and cracks with Sikadur 31, Hi -Mod Gel, or Sikadur 33 or
4 Simpson Strong Tie ETI Epoxy Injection System
3.9 SURFACE APPLIED CORROSION INHIBITOR
A Apply Sika Ferrogard 903 in accordance with SECTION 2 to 28 day cured, exposed concrete surfaces identified by
ENGINEER.
END OF SECTION 1
8 or-17
SECTION - 2
CORROSION INHIBITOR TREATMENT SPECIFICATIONS
PART I - 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:
l Acceptable to or licensed by manufacturer.
2 Not less than 3 years experience with systems.
3 Successfully completed not less than 5 comparable scale projects using this system.
C Product Qualifications: The corrosion inhibitor shall conform to the following characteristics:
I Color: Slightly amber (fugitive dye may be added)
2 Density: 7.3 to 7.4 Ibs/gallon
3 Nitrite content: less than I%
4 Chloride content: less than 20 ppm
5 pH: 6.5 to 8
6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal
concrete relative humidity of 75% or greater.
7 Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack slab black bars subjected
to 48 weeks of cyclic salt water ponding.
8 Must increase the resistance of chloride ions using AASHTO T277 "Rapid Determination of the Chloride
Permeability of Concrete" by 90% minimum.
9 Note: A qualified independent laboratory must perform all corrosion and chloride data.
D Regulatory Requirements: Products shall comply with State and local regulations regarding Volatile Organic Content
(VOC).
1.4 DELIVERY STORAGE AND HANDLING
A Packing and Shipping: Deliver products in original unopened packaging with legible manufacturer's identification.
B Storage and Protection: Comply with manufacturer's recommendations.
1.5 PROJECT CONDITIONS
A Environmental Requirements:
I Maintain ambient temperature above 40 degrees F during and 24 hours after installation.
2 Do not proceed with application on materials if ice or frost is covering the substrate.
3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F.
4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after
application.
9 of 17
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/cm2 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:
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
10 OF 17
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.
I. 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. [7 P
Y
b Maximum oss: 50 mg. >
5. Crack bridging (1,000 cycles): System passes.
CO
F Color and Texture Requirements
1. 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 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.
11 OF 17
A
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 F or 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: 952496-6000
Internet: www.BASFbuildinesystems.com
B Specifications and Drawings are based on manufacturer's proprietary literature from BASF Building Systems. Other
manufacturers shall comply with minimum levels of material, color selection, and detailing indicated in Specifications or
on Drawings. ENGINEER will be sole judge of appropriateness of substitutions.
2.2 MATERIALS
A Acceptable Product:
1. Base Coat: Sonoguard Base Coat.
2. Second Coat: Sonoguard Second Coat
3. Aggregate: Sonoguard Aggregate or equal.
4. Cementitious and epoxy patching materials: BASF Building Systems Repair mortar and Epoxies.
5. Sealant primer: Sonnebom Primer 733.
6. Sealant: Sonnebom SL-2 or Sonnebom Ultra.
7. Deep joint sealant: Sonnebom SL-2 or Sonnebom NP-2.
8. Acryseal HS
PART 3 — EXECUTION
3.1 EXAMINATION
3.2 SURFACE PREPARATION
A Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other
contaminants.
B Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme
cases where this is not adequate, contact Technical Service.
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 the joint or crack 3 inches (76 mm) on each side.
Feather the edges.
2. Dynamic cracks and joints over 1/16 inch (1.6 mm) wide shall be routed to a minimum of 1/4 inch by 1/4 inch (6
mm by 6 mm) and cleaned. Install bond breaker tape to prevent adhesion to bottom of joint. Prime joint faces only
with sealant primer and fill with sealant. Fill joints deeper than 1/4 inch (6 mm) with backer rod and deep joint
sealant. For cracks, sealant shall be flush with the adjacent surface. For expansion joints, sealant shall be slightly
concave.
3. Sealed joints 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 deep joint sealant to
eliminate 90 degree angles.
2. Detail cant with primer and base coat per manufacturer requirements prior to application of deck coating.
3.4 MODIFIED Sonoguard waterproofing SYSTEM
A Apply 25 wet mils (60 sq.ft./gal.) of Sonoguard base coat. Allow base coat to dry overnight.
B Apply 20 wet mils (80sq.ft./gal.) of top coat. Immediately back roll to level the coating and while the coating is still wet,
broadcast aggregate at the rate of 50 to 60 pounds per 100 square feet or to refusal into wet second coat. Allow to cure
over night.
C Remove all loose aggregate by sweeping or vacuuming the surface the next day
3.5 PROTECTION
A Protect system from damage during construction.
B Final curing: Allow 24 hours before light foot traffic and 48 hours before heavy foot traffic
END OF SECTION 3
13 of 17
SECTION 4
STEEL REINFORCEMENT PROTECTION SPECIFICATIONS
See attached Product Data Sheet
14 of 17
Edition07/02/20C
Revision no: 0
' + # IdentificationZ PY
01 03 02 01 00101 0 000001
No
SikaTop&Armatec 110 EpoCem® FILE
SikaTop°-Armatec 110 EpoCem°
Bonding Slurry and Anti -Corrosive Rebar Coating
4i
a 3y
µL
Product Cement -based expoxy-modified three -component anti corrosive coating and
"^ Descriptionbonding slurry.
€*" �L µ Uses As an anti -corrosion coating for reinforcement steel:
€:� `; a For repairs to reinforced concrete where there is corrosion of the underlying
- reinforcement steel
■ For the preventive protection of reinforcement steel in thin reinforced concrete
sections
y � As bonding slurry for use on concrete, mortar or steel:
i.
■ For repairs to concrete using SikaTop patching and repair mortars
■ For bonding of new and old concrete
' Characteristics / ■ Excellent adhesion to steel and concrete
r"_ s Advantages
[, # 9 ■ Acts as an effective barrier against penetration of water and chlorides
■ Contains corrosion inhibitors
■ Provides an excellent bonding coat for subsequent application of repair
" mortars, cement and epoxy based
/ ■ Pre measured, ready -to -use packs
■ May be spray -applied
N Frost- and de-icing salt resistant
■ Non-flammable
Test certificates
LPM, Laboratory for Preparation and Methology, Beinwil am See, Switzerland
Ibac Aachen A 3119/3
t '`= Product Data
w-:
Technical Data
�` Colours Mix: Grey
hh j, Comp. A: White liquid
Comp. B: Colourless liquid
Comp. C: Dark grey powder
Packaging 20 kg units (A+B+C)
Storage
R,.
Storage Conditions Store at temperatures between +5 °C and +25 *C. Comp. C must be protected from
!r' humidity.
Y
Shelf life 12 months from date of production if'stored properly in unopened original packing.
qg
e'FV'
Y'6..
AB Ma
Mechanical/Ph•" 'J
`
Properties -
Density (+23 °C)
Comp. A 1.05 kgA
Comp. B 1.03 kgA
Comp. A+B+C 2.00 kgA (density of slurry when mixed)
Bond strength (+23°C)
On concrete (sandblasted): 2-3 N/mm s
On steel: 1 -2 N/mm
E-Modulus (static)
- 16.400 N/mm2
Index of resistance to
diffusion of water vapour
- 700
(IrH2O)
Index of resistance
- 40.000
todiffusion of carbon
dioxide (NCOZ)
Thermic coefficient of
-18 • 10-6 per "C
expansion
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/m2 for 2 coats, depending on method of application
As a bonding slurry:
Depending on substrate conditions, not less than 1.5 - 2.0 kg/M2
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.
g,'„$>
.. nppnwuvu
r" Apply a coating of approx. 0.5 �m thick to the cleaned and derusted
reinforcement, using a stiff paintbru�' , er 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
k
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 Sika's current
knowledge and experience of the products when properly stored, handled and
applied under normal conditions in accordance with Sika's recommendations. In
practice, the differences in materials, substrates and actual site conditions are such
that no warranty in respect of merchantability or of fitness for a particular purpose,
nor any liability arising out of any legal relationship whatsoever, can be inferred
either from this information, or from any written recommendations, or from any other
advice offered. The user of the product must test the product's suitability for the
intended application and purpose. Sika reserves the right to change the properties
of its products. The proprietary rights of third parties must be observed. All orders
are accepted subject to our current terms of sale and delivery. Users must always
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 Kmyasallan A.$
Qamye;me Mah. Sanayi Cad.
34699 Kaynarca Pendik
Istanbul TOrkiye
Tel +90 216 494 79 90
` ® Faks +90 276 494 19 84
wvrvsika.com]r
n
w
SECTION 5
SACRIFICIAL ANODE SPECIFICATION
See attached Product Data Sheet
15 of 17
IMBEDDED GALVANIC ANO E
40
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. ®
LL u0po"hy
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: 409-1503 • E-mail: info@CIF.org • www.CIF.org
0
EMBEDDED GALVANIC ANODE
to
2003 Nova Award Nomination 12
Ac6v<
canctaitim,
Galvashield® XP Embedded Galvanic Anode
1�_
sacri6cixl
2in.c.m
Cut -Away of Galvashiele XP Anode
Bridge Widening Project —Anodes tied
to reinforcing steel at joint between new
and old concrete
Concrete Girder Repair —Anodes tied to
steel inside girder repair
Concrete Patch Repair —Anodes tied
around perimeter of repair
Galvashield4APRedrtces "Ping Anode" Corrosion "Ring Anode" Corrosion (without Galvashield`�XP)
Construction Innovation Forum • 43636 Woodward, Bloomfield Hills, MI 48302.248409-1500 • Fax: 409-1503 • E-mail: info@CIF.org • www.CIF.org
See attached Product Data Sheet
0 0
SECTION 6
ICRI STANDARDS
rN I ,� G
i{ i rs F 1C +
16 of 17
TECHNICAL
GUIDELINES
Prepared & the Technical Guidelines Committee @ICRI Oct *,s
, Aa ,s
Guideline No. 03730
0
,n
\ }
Removal Geometry
\
Exposing and Undercutting r Reinforcing Steel
\
Cleaning and Repair «Reinedm km|
\\i}Edge
and Surface Conditioning @Cnrlee
I
0 a
Technical Guidelines Committee
Committee members durb q the preparation of the 1969 edition
Peter H. Emmons, Chairman Don Gardonio
Structural Preservation Systems, Inc. Facca Construction, Inc.
Baltimore, Maryland Maidstone, Ontario; Canada
Kermit D. BrightRobert
Tracy
Structural Engineering Associates
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
Current committee members who -provided further lnpur for the 1995 edition:
Peter H. Emmons, Chairman Jack A. Morrow
Structural Preservation Systems, Inc. Jamor Engineering
Baltimore, Maryland Calgary, AS, Canada
Tom Kline Ken Lozen
Structural Preservation Systems, Inc. NTH Consultants, Ltd.
Gilberts, Illinois Farmington Hills, Michigan
James E. McDonald Robert R. Cain
Waterways Experiment Station KRC Associates
Vicksburg, Mississippi Milford, Ohio
r
N
International Concrete Repair Institute
0 0
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 thecomments of the voting members, both from those who
voted for approval and those who votedagainst approval, are worth
noting and are reprinted below,
• Even though a guideline exists fordetermining the amountof allowable
corrosion before replacing orsupplementitte 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 orprestressing or post- tensioning tendons when perform-
ing removals. Cutting into either can be a life threatening situation.
i
Undercutting the rebar should not be counted on to secure the repair
structurally in lieu of proper methods of bonding a repair to the existing
substrate.
• A sawcut can and, possibly should, be greater than the 1/2 in. (13 tmn)
noted_ as long as the reinforcing steel is not cut into.
This document is intended as a voluntary guideline for the owner.
design professional and concrete repaircontractor.It is not intended to
relieve, the professional engineer or deASner of any responsibility for
the specification 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 must disclaim any Liability or responsibility to those
who may choose to rely on all or any part of this guideline,
Surface Preparation Guide
03730-1
0 w
Removal Geometry
Elevation
Cautioot Before starting removals +renew ettea of;
removals on•structurat integrity. Provide shoring of `'•i'
mem5erasneoessary. FarUcdlarcareshall beexercised.
at slabibeam connections to columns,
Section
Column
Comer
o
Slab or Wall
. - Partial Depth
Slab of Wall
Full Depth
03730-2 International Concrete Repair Institute
0
a
Exposing and Undercutting of Reinforcing Steel
These details are applicable to horizontal, vertical,
and overhead locations. They are also applicable to
removal by hydro -demolition, hydro -milling, and elec-
tric, pneumatic or hydraulic impact breakers.
0 Remove loose or delaminated concrete above cor-
roded reinforcing steel.
Q Once initial removals are made, proceed with the
undercutting of all exposed corroded bars. 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 3A inch (19 mm)
clearance between exposed rebars and surrounding
concrete or y< inch (6 mm) larger than largest
aggregate in repair material, whichevrer is greater.
Q Concrete removals shall extend along the bars to
locations along the 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 betaken
not to damage the bar's bond to surrounding
concrete. If bond between bar and concrete is
broken, undercutting of the bar shalt be required.
® Any reinforcement which is loose shall be secured
in place by tying to other secured bars or by other
approved methods.
Surface Preparation Guide
03730-3
El
a
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
bond of replacement material. Oil free abrasive
blast is the preferred method. A tightly bonded.
light rust build-up on the surface is usually not
detrimental to bond, unless a protective coating is
being applied to the bar surface. in which case the
coating manufacturer's recommendations for sur-
face preparation should be followed_
SUCSt2te rn
l steel n:ing ,
r e1 Abrasive
NOIIIE
_-. AC(a5ive . 1
Paths
K
Cleaning backside of '
wnadeC tiara
Repair of Reinforcing Steel Due to Loss of Section
Ifreinforcingsteel 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,
New bars may be mechanically spliced to old bars
or placedpatalleltoand approximately J< in. (19 mm)
from existing bars. Lap lengths shall be determined
in accordance with ACI 318. also refer to CRSI and
AASHTO manual,
Affected Length
Loss of Section
Supplemental Bar
Affected Length
03730-4 International Concrete Repair Institute
r
a
Edge and Surface Conditioning of Concrete
These details are applicable to horizontal, vertical,
and overhead locations. They are also applicable to
removal byhydro-demolition, hydromilling, and elec-
tric, pneumatic or hydraulic impact breakers.
Do nor use these details far shotcrete applications—
i
for shotcrete repairs refer to ACI506 Edge Prepara-
rion Guidelines.
M
Q Remove delaminated concrete, undercut rein-
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.
(DAt edge locations, provide right angle cuts to the
concrete surface with either of the following
methods:
• Sawcut 1/2" (13 mm) or less as required to
avoid cutting reinforcing steel.
• Use powerequipmentsuch as hydrodemolition
or impact breakers. Avoid feather edges.
Q Repairconfigurations should be kept as simpleas
possible. preferably with squared comers.
After removals and edge conditioning are com-
plete, remove bond inhibiting materials Witi,
concrete slurry, loosely bonded aggregates) by
abrasive,blasting or high pressure waterblasting
with or without abrasive. Check ,the concrete
surfaces after cleaning to insure that surface is
free from additional loose aggregate, or that ad-
ditional delaminations are not present.
m If hydrodemolition is used, cement and particulate
slurry must be removed from the prepared surfaces
before slum hardens.
Surface Preparation Guide
Boundary of loose Recommended
and delaminated Layout
concrete
r
03730-5
5
a 0
�V Z
A .ram c(.
a 4b
0
/0%k
INTERNATIONAL
�g1MI j
CONCRETE REPAIR
I N S T I T U T E
1323 Shepard Drive, Suite D
Sterling, VA 20164-4428
Phone 703-734-0116
Fax 703-450-0119
Email: info@icri.org
Web: www.icri.org
µ
T
n £v vsl
{
a
..
'
of
k
\\l
V M1
4
:
4b
TECHNICAL
GUIDELINES
Prepared by the international Concrete Repair Institu e
February 1942 {reissued April 1"6)
', j
Guideline No. 03731
,:
' 4
i
Guide
for Selecting,
Application
1'
Repair,
its
/
0
atrotax CattCv ETE REPAIR —
Dry -mix shotcrete
General description: Repair material is placed dry
or slightly damp into shoterete machine and mixed
with compressed air. The mixture is transported via
hose to the exit nozzle where water and admixtures, if
any, are introduced. Theingredients are propelled
onto the prepared substrate by the force of the com-
pressed air.
Best application: Large vertical and overhead areas
with small bars. No. 6 (19 mm)"I or less, and minimal
congestion of embedded reinforcement.
Material requirements: Well -Graded aggregate
with necessary binders(usualty portlandoement). Mix-
ture must be proportioned to compensate for rebound
losses. Admixtures art frequently used to shorten set
time, and/or to allow thicker layers to be built-up in a
single pass,
Reference: ACI 506.2. "Guide to Shoterete"
Wet -mix shotcrete
General description: Pre -batched and thoroughly
mixed repair material is placed into a concrete pump
and transported via pump line to an exit nozzle where
compressed air and admixtures, if any. are introduced.
The repair material is propelled onto the surface by the
compressed air.
Best application: Large vertical areas with small bars.
No. 6 (19 mm)oI or less, and minimal congestion of
embedded reinforcement. V
Material requirements: Pumpable, low -slump mix-
ture which does not sag when impacted on the pre-
pared substrate.
Reference: ACI 506.2. "Guide to Shoteete"
131 As there are Msendy no generally accepted conversion
standards for reinforcing steel, the ..ASW A615 96 has been
rounded to the nearyst millimeter,
40
IR
03731.9 GUIDE FOR SELECTING APPLICATION METHODS FUR THE REPAIR OF CONCRETE SURFACES
0
INTERNATIONAL
CONCRETE REPAIR
I N S T I T U T E
1323 Shepard Drive, Suite D'
Sterling, VA 20164-4428
Phone 703450-0116
Fax 703450-0119
E-mail concrepair@aol.com
W
ZRWP
m,
TECHNICAL
GUIDELINES
Prepared by the IntemationaI Concrete Repair Institute
February 1992 (reissued April1996)
Guide for Selecting
Application Methods for the
Repair of Concrete Surfaces
Guideline No. 03731
". a ,
r x R k2 ;- t7` r
1 u.
�:.,
r�3v �• t Al
Editing: lam Hagan
Graphic design: Karen Morey
Copyright 1996 International Concrete Repair Institute
All rights reserved.
1323 Shepard Drive. Suite D. Sterling. Virginia 20104-4428
Phone 703-450-0116 Fax 703-150-0119
0
➢i acap� C�0.G'd FTo-.. Fc.P3iii
About ICRI Guidelines
The International Concrete Repair Insliture (ICRI)
rvac founded to improve the durability of concrete re-
pair and enhance its value for structure owners. The
identification. development. and promodou of the rnossr
promising methods: and materials is a primary vehirte
far accelerating advances in repair technology. Work-
ing through a variety ofJorutns. ICRI nuonbers Nerve
the opportunity to address these issues and m con-
tribute to improving the practice of concrete repair
A principal componenr ofthis effort is ro make care-
fully selected information on important repair sub-
jects readily acres.cible to decision fnakers. During
fire pact several decades; much has been reported in
the literature on concrete repair methods and nutferi-
als as they have been developed and dined N'ever-
rheless, it has been difficult to find crf.ically reviewed
information an. the state gf"ihe art condensed into ease
to use jormau. To that end. ICRI guidelines are pre-
pared by.sanctioned tack grumps and approved by the
ICRI Technical Activities Committee, F.ach guitfeline
addresses an area gipractice recognized as essential
to the achievement ofelurable repairs. All ICRI guide-
line darennents are subject to continual review by the
membership and may be revised as approved by the
Technical Activities Committee.
Thii docnnerm if intended as a voluntary guideline for the
I owwr. design prafesseonaland concrete repaircontrdcctor. It is
not intended tore ieve the professional engincerordesignerof I
any responsibility forthe sis2i5calionofounica erepairmeth.
ods. matmals or practice,. While we beievcthe information
cun:aincd berem mPiv%enesthe ponix Teems toachieve qualm
m1nits, the International C'oecmta. Repair Institute must dis-
i claim myliability mm%ponsihility tothose whomaychonse to
ray on all or any put .(this guideline, t
i
Task Group members for 1992 edition:
Peter H. Emmons, Chairman
Kermit D. Bright
Richard P. Detargey
Don Gardonio
Robert Tracy
Douglas G. White
Approved for reissue by the
Technical Activities Committee:
Jack A. Morrow, Chairman
Peter H. Emmons
Robert J. Gulyas
Thomas R. Kline
Kenneth M. Lozen
James E. McDonald
Randall W. Poston
April 1996
GUIDE FOR SELECTING APPLICATION METHODS FORTHE REPAIR OF CONCRETE SURFACES
In
IR
N
0 0
n
M
Introduction
The cause of many concrete repair failures and in-
stances of cost overruns can be traced to the selection
of inappropriate repair methods. This document has
been prepared to help visualize the methods commonly
used for the repairof deteriorated concrete surfaces and
to survey the applications for which each is'eonsidered
to be most suitable. It is not intended to be a detailed
and comprehensive "how-to"guide for the various
methads described. or p substitute for the recom-
mendations of an experienced and qualified repair
specialist.
This guideline summarizes current practice forplac-
ing cement-basedrepair materials. It provides owners,
engineers, material suppliers, and repair contractors
with a quick reference to assist in the selection of
suitable methods of placement. While this guideline,
covers only the selection of suitable application meth-
ods. other guidelines covering related repair subjects
are available from 1CRI.
Consistentsuccess in concrete repairbegins with the
recognition that each repair situation is defined by a.
uniquecombination of circumstances shaped by engi-
neering. exposure, constmctibility, cost. and time con-
siderations. With this is in mind, users of this guide are
encouraged to make the best use of industry resources
by bringing the expertise and experience of the engi-
neenngcommunny, product manufacturers, and quali-
fied contractors into the planning process.
Engineering
Considerations
The installation method mustdetiver the selected repair
material to the prepared substrate with predictable
results. The properties of repair materials generally
specified are compressive strength, bond strength,shear
strength, and those properties which influence volume
chmiges, such as drying shrinkage, modulus of elastic-
ity; andcoefficient of thermal expansion, Other proper-
ties such as resistance to freezing and thawing, low
permeability, or sulfate resistance may be specified.
coMc LTTE P.E4'AM
The repair material must fully encapsulate exposed
reinforcing steel, achieve satisfactory bond with the
substrate, and fill the preparedcavity withoutsegregat-
ing. If these requirements are not achieved, the repair
will not perform its intended purpose.
Bonding of the repair material with the existing
substrate depends upon the -repair material reacting
with, and interlocking to, the profile of the prepared
concrete surface. Some materials may require a bond-
ing agent to ensure intimate contact with prepared -
surfaces. If the repair material is self -bonding. it must
have sufficient binder (e.g. cement paste, epoxy resin)
to thoroughly wet our the substrate.
Force must be applied to drive the repair material
into intimate contact with the prepared surface. The
type of force will vary with the application method. In
trowel applied systems, the repair material is forced
into the prepared surface by the pressure applied to the
trowel by the finisher orcement mason. In cast -in -place
systems, the pressure is provided by internal vibration,
or hydraulic pressure developed by the concrete or
Oro pump. High velocity pneumatic placement tech-
niques develop exceptional force through impact. The
dry packing process generates pressure when the rodding
tool pounds the material against the substrate.
The requirementthat repair materialsbe mixed and
applied without segregating is equally important.
Anysegregation of material components will alter
physical properties and reduce or negate the ability
of the repair to fulfill its. primary function —to-
restore the structure to its original condition to the
fullest extent possible.
Gonstructibility
Before finalizing the selection of the repair material
and the installation procedure, check the system's
constr'uctibility. Todetermine constructibility, the fol.-
lowing questions should be addressed:
• Can it be built within the constraimsspecfedbYthe
engineer and the owner?
• Will the specified installation technique allow the
repairs to goainm set z.cc within the time specified?
�'Nm;��
l y
GUIDE FOR SELECTING APPLICATION METHODS FORTHE REPAIR OF CONCRETE SURFACES
03731.1
ft
a
94rcSilyo CONCRETE FEDAJR
N
• Is the working environment conducive to the speci-
fied installation- technique?
• Are experienced contractors available for the
project?
If the answer to any of these: questions is no or maybe,
then the choice of repair material and installation
method should be reassessed.
Selection
The selection of a suitable repair material and applica-
tion method should proceed inthissequence_
1 Select the repair material providing the strength and
durability properties whichbect restore the integrity
of the original design..
2 Select a method of placement which will success-
fully place the repair material onto the prepared
concrete.
3 Review the physical properties and placement re-
quirements for the repair material to ensure the
constructibility of the selected repair system.
4 Change the material orapplicationmethodasneeded
to provide a constructible repair.
When trade-offs needto be ani&-the long-termdumbility,
of the repair system is far more important than the ease of
application.
Quality Assurance
and Quality Control
The combination of the working conditions. the repair
contractor, theexisting concrete material. the structure
design, and the repair material. is unique to every
project. Much can go wrong without proper quality
assurance and routine quality control. Start by selecting
a qualified contractor who can demonstrate successful
long-term repairsrising the intended ins tallationmethod.
If any questions remain unanswered regarding the
contractor's qualifications, the repair material, or the
installation technique, consider a pilot project.
During the actual repairs. develop a feedback sys-
tem to verify compliance with the engineering require-
ments established for the project. Physical properties of
the materials can he confirmed by sampling at the time
of placement, by in -place testing. or by using core
sampling techniques. Bond strengths can be verified by
coring through the repair and into the substrate. fol-
lowed by applyinga tensile force to the core.! 11 Consoli-
dation of the materials can be verified with visual
observations of extracted cores and in -place testing.
(I I Suitable direct tensile test methods are described in ACI 503R
"U&C of Epoxy Cotnpmmdc with Cmeretc,- appendix A -Test
Methods. Manual ofConerete Pmaice.
F
03731-2 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
Application Methods
Trowel applied
General description: Repair material is; mixed into a
trowelable. non-sigconsistency. Trowels or other suit-
able placing tools are used to transport the repair
material to the prepared substrate. The repair material
is pressed into the substrate to developintimate contact
without voids.
Best application: Surface restoration when reinforc-
ing steel is not encountered.
Material requirements: Fine-grained material easily
finished, with non -sag properties to stay in place. in
vertical or overhead applications.
Dry packing
General description: Repair material is mixed into a
uniform. cohesive plastic state, then transported to a
confined space and compacted with rodding tools to
produce a dense repair material.
Best application: Post -tensioning grout pockets: tie
holes: pan jdisi bottoms: waffle pan joists: vertical,
overhead and horizontal locations.
Material requirements: Mortar with consistency -ca-
pable of being molded into a ball without sagging.
Reference: Headquarters. United States Army Corps
of Engineers (1995). "Evaluation and Repair of Con-
crete Structures;"Eht 1110-2-2602. Washington. U.C.
I Im 14 R 1 11,
foarmrk
"`�r6:$SQS� 'e4WCftE:E ft'ee�AS?
red&9 tools
GUIDE RR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
03731-3
to txt C014CRE E Rep&;;; —
Form and cast -in -place
(Partial -depth replacement)
General description: The placementof repair material
into a. confined space with formwork defining all
exposed boundaries. Repair materials are deposited
into the formwork and consolidated by roddim! or C
lasm
tcmpk
conventional vibration. CT rM
Best application: Columns. walls, andexterior slab
edges.
Material requirements: Castable concrete or mortar
with proper bond properties, low shrinkage. low wa-
ter/cement ratio, and a highly Plowable mixture.
Reference: AC13O4R."l "Guide for Measuring. Mix-
ing. Transporting, and Placing Concrete"
Form and cast -in -place
(Full -depth replacement)
General description: In lieu of partial. -depth repairs,.
the member in question can be removed and replaced
in total. Placement methods should follow good con-
crete practice.
Best application: When deterioration is extensive
throughout the member.
Material requirements: Conventional cast -in -place
concrete with low shrinkage. low watcrcemcnt ratio,
and a highly workable mixture.
Reference: ACl 3O4R. "Guide for Measuring. Mixing.
Transporting, and Placing Concrete"
121 Reltrences cited in this manner are from the ACT
Manual of Concrete Practice. American Concrete
Institute, Detroit. Michigan.
F1
F1
111
03 T31.4 GUIDE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF CONCRETE SURFACES
u
0
Form and pump
General description: Repair material is mired and
pumped via concrete line con netted to the formwork,
until the cavity is filed and pressurized. Consolidation
and bonding is provided by the internal ions pressure.
Best application: Overhead and vertical applications
where congested reinforcing is present. Beam bot-
toms, nits, scab soffits, or sectionalized areas.
y44"4a:g CONCRET£REPA€St
rl
c�xna ri Via. w,-;.
Material requirements: Pumpabic, good flaw chuac-
teristics,setf-bonding, aggregate size compatible with
size of cavity and space between bars.
Reference: Ad 304.211. "placing Concrete by Pump- ,,,m
ins Methods-'
Preplaced aggregate
General description: Gap -graded aggregate is placed
into formed cavity. Grout is thenrumped into form via
grout pump until all voids :ue filled and pressurized.
Shrinkage is minimal because of aggregate contact and
volume.
Best application: Vertical and overhead applications
where extremely low shrinkage of repair material is
required; column enlargements.
Material requirements: Gap -graded aaaregatc (40-
50`.'o void ratio). pumpable grout, self -bonding Port-
land cement or resin -based binder. One inch (.25 mm)
or larger aggregate typically used in cementitious
applications..
Reference: ACI304.1 R, "Guide fordte Use ofPreplaced
Aggregate Concrete for Structural and 4tass Concrete
Applications'
atrt W'�
a [k{t � 1155�r
�i"3L I*S3„7 kg'g/
1l
GUIDE FOB SELECTING APPLICATION METHODS FOR THE REPAIR OF COBCREM SURFACES
03731.5
0
0
See attached Drawing
SECTION 7
WEATHER WALL SPECIFICATION DRAWING
17 OF 17
WEATHER WALL SPECIFICATION
TTACH 2x4 TOP LEDGER
0 CONCRETE WITH
1) 1/4"00-1/2" MIN. EMBEDMENT
TEEN CONCRETE SCREWS ® 32' O.C.
X4 WOOD STUDS 0 16' ON CENTER
OE NAILED TO EACH LEDGER
'ITH (2) 10-d NAILS
INFINISHED INTERIOR WALL
MIL. PLASTIC WRAP OVER 1/2"
OX PLYWOOD. TAPE ALL SEAM JOINTS
1 6 MIL. PLASTIC WRAP
'x4 WOpQ ATTAC F,p TO SLAB
VBH 1 4 0z1-1 2 MIN. EMBEQMENT
ITEN ONCRETE SCREWS 0 32 O.C.
IN, FLOOR
,ONT. CAULK BEAD ALONG
BOTTOM
TYP. STANDARD FLOOR
WEATHER WALL
SAIL Km
2x4 wOQQ ATTAC I D TO SLAB
WITH 1 4 0x1-1 2 MIN. EMBEQMENT-
TITEN ONCRETE 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
O.C. AT EDGES
6 MIL PLASTIC OVER
CDX PLYWOOD TAPE ALL SEAMS
2x4 TOP LEDGER
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. _
WALL STUD PER PLAN
6"
N
2x4 BOT. LEDGER CONT. CAULK BEAD ALONG J DEL STUD -
BOTTOM AT EACH END
STANDARD WALL ELEVATION
4
MIRAMAR II - RESTORATION QUANTITIES - 24-APR-201 5
n
0
UNIT
AREA
Rail Rust Spots
Rail Spoil
Overhead
Deck Spoil (Full Depth).
Weather Wall Insall and
Sliding Glass Doors,
Remove.
Remove and Reinstall
J
Q
J
Q
J
Q
J
Q
J
Q
J
Q
F
F
z
z
z
z
z
z
PH05 _ _ _ 1963. _ _
µ_
6
9
10
10
0
0
PH04 _ _ 363
4 _
5
4
9
_
0
0
PH03 _ _ =336
_
1
_
12
0
4
0
0
PH02. _ 252 _ _ _
3
_
SO-
0
0
0'
_
0
PH01 336
0
6
0
_
0
0
0
SUBTOTAL
14
42
14
23
0 _
0
1905 g363.
9
5
7
0
0
0
1904 _ :363 _ _ _
5
7
13
10
0
0
1903 336
2
9
7
1
0
0
1902. _ _ 252. _ :
4
1. Y
0
24
0
0
1901 336
.�
2.
4'
6
12
_
0
0
SUBTOTAL Y
22
2633
47
O_
0
1805 ..363 _
4
2
5
0
0
0
1804 .363
,.._.',:336 .. .. . __ ..
2. _ ..
4 ..
01
16
14.4 ,
12
1503.
5-
8
4
0
0
0
1802 !2521
...._ ...... . -.. `.336 .......,
1
6
2 .
28
14.4
12
1801
3
7 .,.
2
16
0
0
SUBTOTAL _
is
27
13
60
28.8
24
1705, 363 -
2
8
8
36
25.2
21
1704 363 _ ..,, ..__.
1 .._ ,.
7 ., ...
4
97
25.2
21..
..
5
$.. .. _ _
S0
_
28.8
24
1702. 252 ,.
1 _
1
2
46
14.4
12.
1701. '336
3
4
3 .32._.
_ .. ..
10.8 .,_ ,..
9 .. ...
SUBTOTAL
8
25
25
261
104.4
87
1605 u 2363
2:
6
53
82
46.8
39
_
1604 '363.
3
6
5
0
0
0
1603._. .. . .. ..... ...33fi -
1^. --
3
6_
0 _
o.
0 -
16T2 252
5
1
5
54
24
20
1601. _ _ y336_
2:
8:
2
0'
0
0
SUBTOTAL
13
_
24
71
136
70.8
59
150S d363 _
1:
3
12
54.
21.6
18
1504 h363
1
5
3
23
39.6 '
33
1503. ;336
1..
4
4
0
0
0
1502 _ _ %252 _
.
0
6
6 _ _
12
14.4
12
1501- 1336
0
4
12
12
14.4
12
SUBTOTAL
3
22
37
101
90
75
1405 .363
--
1
6
6
30
14.4
12
1404 363
2
6
0
0
0
0
_ _
1403 '336
.
0
10
0
78
36
30
- 4252. .
1402._.,
1 .
G .. .
0.
2
0
0
1401 ,. 336
0
11
4
0
10.8
9
SUBTOTAL
4 :
39 -10
130
61.2
_
51
0
Q
I
{SAGE 1 OF 3
MIRAMAR II - RESTORATION QUANTITIES - 24-APR-201 5
UNIT - t ,• AREA
Rad RustSpots
Rell Spall'a
�' Overhead -
DecN SpaII IFUII Uepth) `
WeatheryVall lnsall and
Sltdin`g Gless Doors,
�" „
,-
;Remove
Remove'and Relnstall. i'
1205 ;: �' 363 - `
2
-
4'_,
4 i
2
0 i",
0
�"
1204 363
_
0
10
4 +
32
10 8
9 -
1203 '336
E "v",.,
r
,,r
ri 2
0
14'
4�.�«
0.;
O
0
1202 i252 ��
1 °
6
5
16
9 6
8W
1201 -_
0�' I
--
2
0
O
0
E336
».
6
13_:.: .... �-T-«
.�,.,:,w --,< _
_
.-,-...,
SUBTOTAL -
3 •
36
30..
527 � -
20.4:
17
1105g363 ''
0
8
9
57
36
30
1104 363
0
t i
6
2
0
0 t
0
1103
0
8,
_
4
9
.,13}6
�771102
-;' ;252
3, '.
0' -
27 'f
96, -
8
1101 x3360
a
1
6
12
144
"
12
SUBTOTAL - 1
0
26 =
21' -
114
70.8
59
1005 ,' '363
2
2. -
4
84
756
63
1004 ' "` " 363
2
4 '
2 -
42
25.2
21_
1003'. 6
1
µ _
12
0
-
h' '
3
0
0
.+
1002 252 _ ....,
1
0
0 ''
0 'TM
0
1001j336
2
2;
4
1
0:
0
°
8
"�
s
SUBTOTAL a a 9
,. r
..
21' .:
13 �, r:.r z
127
..
100.8 r
84
905 " 363 ".
5
6.
0 r
6
14.4
904 '.. 363 i
0 '
4
10
24�.�:.:.,av;..
21 6
18 '
903 336
1
„..„,.,1 ....
1
..::. ,..,R .,.�.
4
0
0 r
0
902 - 252 _
0-
0.. -+,-
1
0, ___.�
0
O TM'
. ^^r^• b}.
0� n
a
1
;,
,...,, taar
901 t336
3
0
U_
O
0
SUBTOTAL .- '. i .. ...
6 , :. Y
14. .
15..'-
30 •,...... '-.
36 ;. e . r' : "
30 �- ^'
805- ;.r , . W ,,{363"
2 .9.
`"
3
8 -. ,0
0
804 �.�`
_-:...
«. [_. ....
363 _,_..?
B-�,
5
0«_
U ik
0-71
803^. 336
1
11
10 `
0 r
„.,.....
0 '.
0
802
0
6
3
60
336,
28
,..,.252
801 336
4'
»..
�:-
r
6*
31
286
.......en ..,;�;
24
SUBTOTAL , - -- .---
6- ."
38 .. '.
27 t' `
99;- '�-
62.4- .` _,`
52
705 363
4 .
5 =
3
32
21 6 -
18
704 -..-.
i363 P
.---Ye
r
0�
15
4
0
0
0
703 ',33fi
0
6
-
".
,
15 x
52
54 i
45
702 - r 252
2 ` '
5,
2
422
24
20
701 336
2 ,. ,<.. ..._..�
7,
2.�._ s
9Z »N
39.6A.. , ,�
33
SUBTOTAL - ' N
8 �
38
26• ., -
218" t
139.2 � - '
116
605 #363 -
1 i
9'_.. 0
23
36
14 4
12
'. -
...y:e il h
—.--.—
s "
- < e
t„
604 ;. 363 :
p _
i1
12
O
603 -
0
6
6�
40` i
'..-`�.
39.6 a„
33
,336
602 ` r ;252 '
0
18
9 r
0
0 - <,;
0 ' i
'._..k.
,
-
601 1,336
�v-.-..a,..,+.,r<;
Z
8..<
5
36 '
0
0
„- ,,,.. �-+i•-xw r-s
`9
_
SUBTOTAL i :y
3.
52
52
55,,.,
112, , i ,
54+•
PAGE 2 OF 3 .
n
I
MIRAMAR 11 - RESTORATION QUANTITIES - 24-APP-201 5
UNIT AREA ,.
Rail Rust Spots, ,'
Rall Spall
Overhead ,
Deck Spell.(Full Depth)
Weather Wall lnsall and
Sliding Glass Doors,
-
Remove.
Remove and Reinstall
-
-
z
z-
z.
z
z
z '
505, 363
1
7
14
21
10.8
9-
504 .... �363 ...,
0
13
4
25 ,
28.8 '
24
-
503 (336
. ..�..,
0
--
6
12
�.....»
12
y,
10.8 ,
9
-
502 +252
0
18 '
10
21
9:6 :
8
501 336
9
12
12
24
_ _
4
. ..
12
SUBTOTAL s _
10
56
52
103-
74.4 _
74.
.. _
62
405. r363
1
2
0
0
404
0
5
3
22 _
108 • _ -9
-.4363
403... 9336
_
1
14
3,.�:.,...
21
28:8'
24
402 252
01
0
37
24
20
401 `336
0 _ W
11 -
0
60 _...
14 4 •
12
SUBTOTAL
2
44,
14
140
78
65
305 1363 -
6
10
8
20
0
0
.,.4
8
62
36 -
30 -
303 336.
14
(1— ,..
99,. .: ...
396,. -,.. ... -
33 .. ,.
- 1252
.�..., ,.,
._.
..�.
- • " �-
302
0
16
2
93
33.6
28
301 r336
0
8
0µ.
_
43 -
25.2
21
SUBTOTAL _._t �__.
11
59
18, ._ ,.
317.
134.4•
112
205 1363 ..
7
10
2 - -
15
10 8 -
9
204' ,363 -
2 .,.
6
0
105
46.8
39
203 ._:..�..._._._ 336
_:..
1
13 .._.
10 _.
62.
39 6 _
33
202 ,252
2
21
8
.. _ _ . _.....
14
9.6_
201 , j336
a
3
11
15
...,._ _
132
61.2
51
SUBTOTAL :
15 .61
"'
35
328 .168
140
GOS
p
0
11
0.
0
0
, ...
...,
G03
0 -
0
9-
0
0
0
G02 i -p
_
:..
0
2 _.
0
0
0 ..
GOl
0
0,
2
0
0
0
SUBTOTAL - �' .'0
<,
0 -
24 -. -0-
'.-
0
0 _
TOTAL UANTI7Y- j
151 `. '.
650 A
533 :
2378
1293.6'
1078 `
PAGE 3 OF 3
KEY:
1.2-3.4
1-AMOUNT OF DAMAGE
BEAM SPALL
= CUBIC FEET
COLUMN SPALL
= CUBIC FEET
DECK SPALL
= SQUARE FEET
OVERHEAD SPALL
= SQUARE FEET
2 - LOCATION OF DAMAGE
C = COLUMN
0 = DECK
0 = OVERHEAD DECK
-TYPE OF DAMAGE
= CRACK
= SPALL
4 - HEIGHT OF DAMAGE (COLUMN ONL'
= OP
M = MIDDLE
B = BOTTOM
EXAMPLE:
-C�-= 5 CUBIC FEET - COLUMN - SPALL - MIDDLE
10-0-S = 10 LINEAR FEET - OVERHEAD DECK - SPALL
MIX =.
STRUCTURAL INSPECTION
MIRAMAR II
996B S OCEAN
JENSEN BEACH, FLORIDAIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I N G
Lu C9M ENGINEERING LLC
1235 SE INDIAN STREET - SMITE 103
174 IO
STUART, 34$97
IN 77ARTI -4601 1
c m.OSY-EDeI
CERIIFlfAIE OF AUOIX TOL 29057
T
x Doan mF81 mamr RmDID MsAm mMMx w �D
NO OPfA RYIXII 10'N6 IIDS RNB MID WNMH ME IN W S
i 6RMIfG{OW�DI®,nA®aD IDYR➢W RAII'YY1
Inl n IMUB •MIYMMP aDaul Rm W4DC x mim ®In
RA®1 MO mmD S ml DOmlw IIG
T6 O.OIW. x fQt OD ®3 amsaum M�19 Y
i6W WD n Nt691RSWY. B R6®! Q CL Dna®q lle
MO 61n D n IHp M!D[ n M RT In W1 DpfM I®�
MM xae1DYY.WIIW.VD16 CL 00®f IIG
L91 MfM4 DC �amu tAD
x DMWnn x
6 ML n9®fl
IuxMm maDlmnmaffi wn I
1 DDmm m I DmMI ee - I
I l4M'Mn L - SnCNW RfCIW Dvn[q I
a.^ NI9OMI R9m'IR
CHPAlFS A OMOFN JR DATERDL1I�Dm Iml®x m® M MID
sm xDr:
vm k
KEY
(
Ile
oo
If IE
a'V
r�
+6
..
.. fee..:_.... .... ._
.. §i
•Y ..}:
i.
1 1 �
`C
SSS }
i
1 I i•
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENDINEERIND, LLC
1235 SE INDIAN STREET • SUITE 103
STUART, FLORIDA 34997
a. 772-220-4601
Y: Y .CSN-Exnt
CASIRg1E CF AMOOTM 29057
m[ oouv xxDrc ER�I YSRAS RSADI mYmx w mRNM
Mn WEY I®fWYRDA4 nH xRB NO MNNE xf IRAB[
RMP/$ CWG0. 61m. tll /.timm m M(➢Im M1nl' Y Yl
NY m NxDI W.1mDtY YOin 1RR W WxD 4[ DIRS9 Ymml
FN®I RD m®x � ml DOmWn IIL
Da m�aT, v[ rtR m ®Y YYARUm 10➢a m Yl
1xwlort a RG®W mnv. n RtlRTf rc ml nlRmfq w
xmnxxm a[mm.x AHem Ywmwwonxn xaD;r
YIIRYI M NIRY MxOORW 6 WI ODIFFlx4 YC
dl DOfID4 w MT tSA
na 41u�T 9W1YxAD1YY(NIpRN QYfYL1l M
OYAICIH n R9068L 1✓0 OE CYIIWOI R NI4�
R19n19 Yt@D R.HV A Hbt' xOp
1
Y�R
WIIR
Omma
RAYS maq-mu
ayxwv 1- sHcnRn � nmis
ate.. m soe woxct A
CHARtES A OAROEN JR DATE
RRmI R18IR019®PI DOUx a MID
90 HI[
xm A
C01
STRUCTURAL INSPECTION
MIRAMAR II
_ __------------ 9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
I`;;._.- CIVIL- STRUCTURAL- MARINE
L
�I
T J;
E N G I N E E R I N G
C$M ENGINEERING, LLC
( } 1235 STREET • SUITE 103
I {) STUART,
FLORIDA 34999
W. 72-22-4601
ORIDINDIA
„''j Y� - 6RNIGIE OF NlflGd7AlICk 257
OBFY {RRR�R 91�11% YNk4�R.1'6 ND OPAI6 N[IDfmH
{{�� ii I�DA DNlID. OYIm O1441®NNR MD R➢fl NI1R
n p +� ,dA: t---^-'''�^•^•, ,.^---'" y ..- """ Ral m wxx Nxrsma Ninon Rm mwoD M main ®in
kd Y' @ q°' 'r,•3 ... v'.. { � t �xa m®oPml DiDmi4 ue
2 Y6 YdQT, MfEAS YDf®6YIBrelm auDGION
- 15_p_S .� �¢m�oa a'RDIIm0.9F.Q.6 ROB/?pl oaueam
�/ � .. f.a9 .yq Y06 N]IY B: wq YYD[DIYNM IOIMRB IOC
J E •. SRO � 6 3 V4 f`V' .NOl O[NU01 N111W/.lO 6OI Dl]miO. YG
63l � .. •-_ K �� „„„,� �� imo BI UDm]4 YC m11NP tAD
+r � � f(� � � ' � �� GYdNIA Y Y9D�LL IQ OE 0Tml11DI R,6 ffIRR
w
•LLlh £ uNR40 NHIlm Ntfe'RN1
} a§
j
205
D1YII6C
FIL� �� = l�JYN�N�_SLLLTIVLrDEDDXDNYMI
j a,
'"` i ( T � , I I""qm�-.*("'�.;...,r^-z.._a=- i ^.ass -ar-..-cra�-.-+---'•
v
„rl •• i r, � �-1'-b a � ., 4s.yj„ � i j ,.F-1�'t+ � � ., i''o ( C14AE5 A O/ROEN JR DATE
u tl I ' x • t ! i'$ - r,�J �$} I d 2. '% 5 �} - RDm,Y®om I®�•�mm In mlo
. I I Yam xuc
a
Nm r.
205
i
r
A sLl
•
-4
i
j 2—D—S
-�_-� 1 • � _ u ��w^_w.r.T. �Jfl .•t.�� � �>e�-e.m= Y;Hf m.......,.�
r _
1 i r
7°i —•
2—D .,..5.. ,� i. _- S�r�' "m'_ �a.4`""'.,^_"L'`•
rl
Ir
q�•_. ._......_._�._ �—� �� 6—D-5 L''99 �y...Y�i• F �i�.._...7 ..'.�If `.� 1�� 6j ��,��,..._
tI
,
6 D—S
4 E �
q
M,>
' b
2 0 S 11 ,
a
�• ..
t i it2n
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL STRUCTURAL - MARINE
=---
: -11,
E N G I N E E R I N G
CSM ENGINEERING, LLC
1 23S SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
o. 772-220-4601
r. YYY.CSY-Gel ,
CERIIFlGTE OF &THWAIRt 207
M NRHIIIM RSF916/iQ [ftl011 W OT
om
NOOM IOfPIY qN5 O�R.rO YYYY4 Mf RIIAS
RANCO. OIV®.OH4. O1 /AmDI W NR➢@RNYMM
RRI lB IVYQ Ya600n YOtl11 Rb10iMYU M W4V �®
IUL®1 RO 0®e 6 dl COm[G IIL
116 f�T. 11E R4 RO 0®6 �W NHIIAS NI
b'IR fltlWfVBI Ni0'Yt IIC
WQKU=mIICU!mI
N0610f W HI6Ap MlF RIYVM IM IM gMRNM!
YIIOII e[ YROM WMNLUd V L910bfFl0LL IIL
BI C1]HBC. YL DAIW f W W
RL UIO®S 9W1 H qlm Y Y[ Rpp %M W T1LM OE
OIWMJW 6 R9Y6911p7 Of OHIIOYI I Nt 01W.4A4
Yl YNE IT@➢1pPY W ilb' ROR
1
e
00IDR
RW nd W-4-au
FAIP.rW 1- 50dW M9QWI1 fA®6
sRe my RmaTk
CHARIES A BARDEN JR DATE
ROL1 ®FRD Rtlf�Yl piO MI 1M10
sm are
aatl k
305
jr��
Ile
77:
-1
(4
Id
-IPI
m!
71
T
405
-J,
-..;,i
VFY
7
%
P 7F
ji
'_O"
tic:
Ile
M=
STRUCTURAL INSPECTION
MIRAMAR 11
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL -STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENsINECRINe, U.0
1235 BE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
o: 772-220-4601
W. Gv.csL(-Eaet
COMFUE OF AMCRIZATION: 2W
MI70MWWM 0MPUIavw= GIN
MGM " mmm"Um I. wmwm�
G`_"`
awwvm....�Wal�
4
�mn'
490,,, �f
CHAIM A BARDEN A DATE
Is m,o
405
i „ II
0`
t , r r
I I
i f
fY
1-0-S
2-0-S
I�3
- —1-
1
�
6-0-5
f
1 I
ti I i di
Aj
111
€ n
it
, „i
{ ,w
L..
d , ta`
W
2 0 S I 2-D-S
Ito
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
=71—
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET - SMITE 103
STUART, FLORIDA 34999
o. 772-220-4601
c CSU-E t
CBUWM7E OF A R O UATM 29057
M Dm@ NRS' pgDST RSIA918AD1(mWi Vl ®,w
YDOMDOVQf MIm M MODWYBMEYIImm
W�E4 D1V®. GlU1011.570m m YR➢B➢ NR/ Y.W
RIRI OY M ARM aW ORRYf.MDfb4 YIURY
R0®I M Po IOmA w 6 BI OOmY4 DC
Om DT.W. M WA NO 09I61mOW1m NR)t b NI
MmbLtl m Y9f®D1, 91Att. m RdOIR di LL DO6mq DG
YO Y IW m m ISO Y Yp! fi Y RNf IP MO IOfY CDT
xCOrt M NIm1INpYYY 6 BI OOOIa411G
al DOfDIf lm aImmRE rmm
Iu mDDD089uLLmNbDIx MVVDn IF mllwnoL M
QI®MM 6 R90EH[ IIY l( tl�'NIM O Ml SOSI6
u v�D m� Rmx m m1o' Ynm
e
e
®Qt W.
am Bl.
omm m:
RmwL m ma
eVYYw a - emeluw YYQISI vxee
e,,.. b9Yll RDmk
[HARKS A CAAOEN JR WE
Ra)®1®oo Iv®Ia mm w mm
wm Ym
Ymk
505
l STRUCTURAL INSPECTION
MIRAMAR II
I j 9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL, - MARINE
�'`'` „_ _� it _ki;t-' �.,.,^•-1i.s — I °...�a.�.�aK_y � � �li�
� �J--...
E N G I N E E R I N G
1 I ..! `P •*+�+� CSM ENGINEERING, LLC
f 1235 BE INDIAN STREET • SUITE 103
STUART,FLORIDA34997 w. 22-4
Y:E 1-ALAI
CQ1N1G1INAE OF WMMdAIILk 29L157
�y (A5 'Sp L Y. GCl mt�mNMfI IIW WmfYMR
d 6'd 6" Y a 2D ry, O �' � �w.J`�...��'1"""'��b+""i � � ••.- l• � RIY GI WIM YY19G4 YML1{WT �YYON R'1101
'8`I � RA®ING mHIf Ql5Y0�4uG
S MINUTYIm®I¢stY.v.e RYaRaml Da®que
.�('� '- rii A� M06YrtmE W0.YYpL GIMPYf WI NR 0YD1 YO6i
Jj C '�,i Ynour nc Yma xnxawrd a au oumYo, m
9 - e.. 3«..m....... � 3� •••P ••.•. •••..••�`4-�+i� e!"� PMGICPY GY9091[RY YE IMGIIUd QRI IYflfll8
L- .4-D-5 tom`,-+�" l�. a a '144
jS! s
I � 6-D-S
@` moms mmI x
i}t Copy
Gmm m nm nc a+q-mA
ti. DOOR OUT [}{Pi Wmft). xve I oYmRom i•
t 2=,�• 1i"!S�..Si7,0�S i�r.,„ 13 0-s11 13-:%�� a N'�r'i
1 42- CWIRIFS A MROEN A RmY Y®Rm wneaGtt Don
...,�:-_..�.. ..e DTI ..»_--�-. _., ,-.« .._—......__�,v.�.. __..._..�.�...._....._. .. ..Ps._..._.._..—.._._,.�.
Ym Y11(:
Ymrk
j ! i 605
In mclo
b11E I
R'W..
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL- STRUCTURAL MARINE
= =17-71 1j
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 BE INGIAN STREET • SMITE 103
STUART, FLORIDA 34997
o: 772-220-4601
w m.C91-End
CGMFUE CF AUIFLYiQM 9M7
MD xmn6 wAa omxWw®Won
Ro1G ne RxG xx ma,vs xE xnmx
mo oomxnLerRQM ix?W
xRLLlml xwm, oxa W lmmo m xx Iwo Rml x xn
Rlx W wTn xmsmW mort rm oxwD M mna emW
aa®I xx mem o<mx oWxmy ue
11x W]IEM. M ttb, M9 ®S!� RRR At NI
RmGmmMxRnmm mmiDW®6uc
w o mW
mow m x 19q x xx[W xWn IW YM OIIP,WF[!
xYM M x[WY WY4PYYI W NI006iW YG
Cm DWxm4 IIC 0IvRmir I,
u olmmx xlu xxwEox MlmnxoWWmW. M
WYxmW x � WY x aoORLwW x n WmxmE
u mxs loraan amr m xtla Rag
1
e
oGxm x
Wax w
CmID R
RW CVf l0-IyAA
xymww 1- vmIvIw � W
IM exnW Rm6f f.
CRAM A DARDEN JR 611E
nman xmmn R>o�uL mma In MID
my Exc
smR
705
I
a"
I
I�
'i
11111111
L�
. _. __....._. ._.... .......
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
v
E N G I N E E R I N G
OEM ENGINEERING, LLD
1235 SE INDIAN STREET - SMITE 103
STUART, FLORIDA 34997
In 772-220-4601
c rYY.CSII-End
CERRDCVE OF &%CF TM 29057
M UOmI RN8! "MRSU SSM" a110I W aYlai.T
=ro oza aamrr azrm Ma RAw oo aazlua xE lmroa
@nnIC4 GW®. alWb tll AS00 W IM Mm aIDYY MP
YM150f1W Aa
�GWMIGM�®Ia
1�1�
zWon W �am�aaWMUI4uc
KDAR
Y06Y1lW HWL1N W[AM WFI fY1M011O @l6f
Ynan M YW W, umw.nox a aY orimaw uc
mI ooaWc uc Invvna �mG
AL O1W9S MLL a g6E1 Y M RnU a M 0WRIL\0. M
fWM1'LM 8 0.40®[ Im M roINWGI a NL YYnmfl
4 9uC t01mW IW1Y W HLi Raf
,
amm x
am m:
amn m:
wa oln: aIq-Dom
I - 391LnPo1I6R1RN ai6
DOW m sun Rona t
C101M A DARDEN A DATE
nemll�Wm nY®M'l onfm ro. MID
se IMIL
YIa r.
805
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL- STRUCTURAL MARINE
a:
=--
E N G I N E E R I N G
C5M ENGINEERING, LLC
1235 BE INOIAN STREET • SUITE 103
STUART, FLORIDA 34999
v. 772-210-4601
s rv.C6L-Fret
OFIIl6 2,
M fl6'�I NmY alamr 0SR.4,6/1®RYOI W fIDMie
MD OMY10PR iM4 MY I,Na Na OWNS
m,mam onao. mlm. W uaom m Ra »®Ra,
.. IWN
RW W NNGI NP1R1ID NNN r,ar amNc x oRm ®m
Im®I uo m®e v m Duman ue
Ta WIIM. M Nlt UO LL`4K Nawmm IFYLI.a N
aGwma O W1®N smu 8 Ruarc O CN emNm1 uc
Ro aNemausm,�Na,m• WO Rv ea NRn NEED,
IIIW M ®®Yle®RD 6 d1000feC. 11L'
ml ROm]n uc ®,mama
ILL fb61Ta 3WLLNM9101NMNemMOMKK1IR M
OYIIWLI016 R➢OSBL � M WHI'NIYI Y NL NYISYB
u suo aaamo RmW m Nb' R(P]
I
0901 W
IX,M fiT.
amm rc
Rm Nm muay-ma
xWIWq, - svunNx NifCWI w�41
sue naaN Rnar f.
CIWOUS A MOM JR 611E
Raa,1 mom RN®P1000 m ,mo
sm uum
am k
905
14-0_g fi �y
jjj
.� JJ
1uF f. fl j M�. t4-�._s'� -•-._..��.0 .-f ..m.....«. +.b
�6-D-S 1
r- �Jf 6-D-S
s
I
0
J} t
DOOR OUT
.t I DOOR OUT
6DS )
1
l�
DOOR OUT
a
f'}
i 1
iF6
i
a a1�
1
l'ilMG:
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
n =11 N--
-
E N G I N E E R I N G
CSM ENGINEERING, LLD
1 235 SE INDIAN STREET • SMITE 103
STUART, FLDRIDA 34997
a. 772-220-4601
W. en.CSU-Enet
CERRWAE OF ARHY KIM 2W
M IFNB! W IWatN 16/IOI mletl w dilKln
om
ue ocu lmv.Tr zxa m�R.ss xm ewl�L¢Im ma
MfgG4 OMG4 aIW4 ql A6D®W N!/ l� NAY M MII
!m a 4Wq NWpp anon lm mwsA YE DTfW /Gml
0.Y®1 Po OHIQ a m D� IIC
06 aG10.T. nE fQt YO 1mT �Im I®A A4 M
�¢WMxr a 1� sa¢ n Rover a m epmle ue
m Gramamm,eeoL MewA rmm
elMur M rRrnn wnoouml Rnmea llll uc
a m
m aaoAl4 m mMus fmA
Ml aOd'IB 9alKMB,Y MIFl➢%1[mM@N1m. M
mXmWIM G i411®[ 1® lE 01W1d a W aD918
.LL SIO QIYD If11Ye A 31YY AAS
1
F
,
®WI W:
Duel n:
OmID h.
Nm aS mYTIDW
LAW WY I - MCIIFY �6IDI pf�p
rRe Msae Nomk
CHARLES A DARDEN JR DATE
RPA1 �IDd Rp�Wl D9a11 IA wo
9m lYL
sulk
1005
ilMOCY:
STRUCTURAL INSPECTION
MIRAMAR It
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL -STRUCTURAL MARINE
I'l
_ =1-771
E N G I N E E R I N G
C9M ENEU EERINR, LLC
1235 SE INDIAN STREET "SUITE 703
STUART, FLORID 34997
a. 772-220-4601
In YYY.C51I-Enet
CUUW.4E OF RMCRWKR 29057
Mu .NorRQmIMo'NNww mmn
Rm oeu 101PY wns oe RN6 NO WeIB RY xnmN
mam®. RWTR NRm. N.mm nun nsn IYN Y.W1
wm N N`Rd NMImpW NWII Rs ®Le. x 0>Rm NmN
Rm®e Ra mNm a ro omYc ue
M: �bT. M WS MO ®6 L4WPIp IVLL et W
16NIe1.'I Q F8f®R 49II. 6 fWBJf 6 L91 DDI®411C
WU 6 YA W H IH➢. Y.N! OIY!'Yl Ip11M qIW I®61
mIM M ®WI Y000.Wf16 ml Wf9Y4 YG
m RmIDWO OC tlP1Lf tmm
.4 PIm9K 91LL4MA01NMNLITMOJIIWCM. M
MiNmRx R RsamE w x NNNNw NNL NmEN6
.LL YNm IDrI.YO RPNI W Nffi RYO
4
e
®m6
W�fiY
DD)ID P.
RW WL Nd m0
clpwwl-sNErox wmr.�uNwT '
rRe Wvm NnnTA
CNARES A WDEN JR DATE
w me
Nm RN
Rm p
1105
yo"
5
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
.—..,— JENSEN BEACH, FLORIDA 34957
CIVIL- STRUCTURAL- MARINE
IF
- 1235 FLORIDAINDIA9T 997- Su
103
STUART,T� LOgIO34997
f I ice_ 0: 772-220-4601
�, e w.CSY-Emt
CERU E CF M111aR7 TKk 2W
.. "^^^ M � } Mf16m11Wf N1�1 �1916/1O1 tlYfM off
oW1G
pp +y Si IS...,.....�. {�.a-.._ _—b=....... _ � � ii � �[F➢. �WLW. NI®. U /.401ro W Nn 1N01 VMfI M YT
e� YR 5 a �fJ y� b Z � I _� t Y ��� 1N1Yllf➢ �m ,®VioIG MFaRE F96Y
R4W. MOAMO®61roA(IIOro NRA4.
I , M'WWffi Noi®ll19M56W�10(L9100IDn41W
fi3"r ll' wl ouruac uc �neuv.Wu
;� ! ���� '"`�.,,. j � Yl � .."+.C:.'.:� .w..; `•.:.,":asp.....
-qt�� �� ML OO®69M141V6mNMIYDTM WVWG10v. M
p4v jj _ ) -'`r qq � ���� mroxme�a�rm MmonwWl alu one
µ! Ij1'j�p{�].11�...� !� py
Fl I+1 1 �' ® ,� t,.7.. rxe esv ImmR
ld
j ^v 4 r y 3as,...� _-
,.; ,gal
.e n'` eV �._I Q�1-0-5 c
xw� A onaoa A
I1Cb
�R.
4 6 P 1211
a+(
/1
II Jill 11 N
1 II 140 5
V�
DOOR OUT
24 D S�..__
j
Rolm:
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
==-lz:,.-.. .k"
E N G I N E E R I N G
CSM ENGINEERINGI LLC
1235 5E INDIAN STREET' SUITE 103
STUART, FLORIDA 34997
o: 772-220-460I
r. m.CSY FX
CO21EMATE 6 N1IFUNAIgE 29057
M DYYO Nxd DRL xYldl DY iwK
ND OOQ R9WI R01a C�RY6 R106 MF ImImR
RAt
R39m01 Oli®, M1q at d9ID m Id 9PJ PI[R Y YR
flRl DI IWP YYamP RIWf R6! aOWE l[ OR9 NN
WG®1 Ya 06PT 6 ml DC[D94 YG
Ta bWmPM W$ Ra RDM YlWC0.Vm 165b d MI
M'LVY.YI Q ilm®K 9RDE a Alf D' OI DO®m YL
Ma aOTm SIR4YMf GYbH I01 M1011�4LD1
YLdf M Yaml WOY/PAI1]I K C91 DOD1W IIG
m mmc uc � rmm
LL mmmesmi R: xdmxMmc alM mmucm M
oriDxna a Faso[ la M manulw a RL mox¢
LL 4Y6 Qlaa IWIW D bYfY R015
!
3
41
51
DmiID R
6/p 6f.
oomn m
Rm mm may-mI!
tywaw I - miLIIN 6fCm1 RiC '
mm d all Rmmx k.
CHAR ES A DARDEN A DATE
RDaY�1mO omO C 1mm
9@ LLY[
amk
1405
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= =--�
K
E N G I N E E R I N G
CSM ENGINEERING, LLC
123S SE INDIAN STREET - SMITE 103
STUART, FLORIDA 34997
of 772-220-4601
r: wn.CSU-Eeet
COU0 : OF AIMO UAlNkk 2904
nE Dam �r ewffir w ¢smo aural m�mn
m vw NOP0tW oa ee RN9 Yaw MERIIma
RRml14 01Y®.0a.li l� m AYf IIW R➢II' M M
RY110IYlIa YMmflG •OalRM 4mlm Mafm WIv
RW®1 M 0®Q a d DamY IIG
>w om�a+, nE ms u0 amu wacaem Imr m uI
a apa aIDomuue
mal K=11w11010 ma
ND 6101ma1HAMMLa MWIQm MY MDY !®D.i
tY0U1 N [dlla Iaxp9.1101 a OI Dam1U. 9G
OI DaF611' 111: �a IAIf
xL Oc0m69NLa10a�MRIea Ot M
mnxam G zsniEeu we m: aDmN�on a R� aamae
u srm arum Araµ m NwRn0
I
I
e
eDOD,
o®a:
Rm ouc orwl-mu
XNIIf 1- ImUv al, G¢mM aP+a
SLYC msm R9mk
CHARFS A 0.WDIN A DATE
R6mA Itl69M1'L Dam mmm
1505
2-0—S
1�
�S
24-0
v.
�3—D S
-ul�x.
s
Y43 T
,mom
tt
O
{
s i
24_0—S
t o
y»li
27—D—S
f -1
.
1jS
I1 i;: 1 0—S
i
DOOR OUT 24 D S,
1{'
_
I ,
:`'S3I1
t `S C5 � Pv9 yGi.
�t Ut
Ei
�..'i,.
2-0 S -�I 1 x
j
r
i
D
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL- STRUCTURAL MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLC
123S SE INDIAN STREETSUITE 103
STUART, FLDRIDA 34997
o: 772-220-4601
W. m.CSM-Ed
CERIMTE OF MMOIUM 29057
MIGMI Neel IaAml C.M.wo>rmrt
QM DOE
NY OO[IIROIXR RiK e4 RN6 NO VllY6MICTMIN
RRD01®.ORQ6 D>m. Do /biW N NT 11W NAR Y YI/
Wtl 01 WY®YPBf� 6M RH 03NYC K dR9 ®RII
RW691 RO tlaEOP 6 LW d91m0G IIC
T6IXOKIP. M WS 110 ®G I�Stl.Vfe IWl A4IN
a6NaW b SWnS G RUMN b L41 Gb®Ne YC
Y06XWbS194YMLCIYMO R/M mmim�
NNf M BIQfI IY4�.a1W R CY Y� IIG
ml GmmaD. uc ommr rmG
.LL OY6a69W1 B[N3FeYMR9e 6lMQY1WCI0. M
QMWLitl18YSRIEBL RY K WNYd V ML tlF16bfl
u raw mm Rllw m trot �
1
1
a
a
e
®0R
Pa•9
00IDM
ReIWC W- na
111Y.YI'R 1- SWCAMI tld1C1 fAtl6
mle rtsml IYlerk
CRANES A DARDEN JR 011E
Rum1®Gm Dmm m mu,
Mn Yv
MGk
1605
I
Y � i
-th
,s
1705
DOOR OUT I it
18 DS t,
P—O—S
U
E4 "1.
v \fM
1
I
1EGa
' sl0
aRlae
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRNE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
Ati
E N G I N E E R I N G
CSM ENSINEERINO, LLC
1235 SE INDIAN STREET • SUITE 103
STUART, RORIDA 34997
w: 772-220-4601
w: www.CSM-E.,,et
CENNM OF AURIM AXIS 29057
M wM Il CRAY PRIM @RSWWRT`WK
�(ID. Dw®. QIN W ASSarS N Nw➢® %A(N NR
WIY W MIS BY.ROB ®M 19 WANC M O1RS9 W WI
WI®11 wR OELIf R WI pYlLLd411L
T6 WSIOw. M Hlt MO ®6 NV WII.R0169419 RI
e6W101 U 1C/[SYIW.9ML B fl1Y61Y f(WI D11081111L
NB[16WYM[WNW➢J IW WlOMYa�
,DEN' MIWI RIYWI.M Of BI WiImNG YG
WI Ota®f IIL WMSP WS
RI OOFA69W10[1SISYM R10flM WIR,CIW. M
W110.'CW [I RY1169[ Pol M QWMIP V NL PMffi
Ml SWO IYG®W WI ID SIYY' fl0D
12
(XMX0P. ammiIr
Nm®fl: wMlL m Mo
c\wru I -lNrnJu IOF[ml WwNs
«.,.. MISS, acn, A
CNA.MF.S A MOEN A DATE
®Dm �amrimm In mm
aRT Iww
I
1705
2-0—S
.j
105
I�
® 5
i
li
5
.a K
F' 14 1U
ix7
I
l
c
Rode.
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIIL - STRUCTURAL - MARINE
v
E N G I N E E R I N G
OEM ENGINEERING, LLC
1235 SE INDIAN STREET • SUITE 103
STUART, FLORIDA 34997
T. 772-220-4601
W. wwASY-fret
CgUW.ME OF NM R7ARR2 2W
IIF COmI IFH9! oRa�! RS➢'A MS/Id fIYOI W ONIDO
Ro WB{ MmOi mmoYomYW9ME1WWH
RW) oP@mEO.mKOOd WNR T@NOYYM
WW dwarf pulWov WE male'WQP69col
..0 6Moddso YG
r6 tlOeOP. M RAT Yo o`mo I�w If9l K K
MGMm Im®M1 ,Lm6w RBIOIRUG'1C
MGM bf O H 1®. a!q[ of a Wr M PS Ord I®6e
arM M NIWI dmOYd 6 pl pddiQ IIC
CY odKA4 oC �T tIDK
oL 00®49w1HIWdar[R]4 woE 01dLIp1. rF
N&Y:ml9 49a1®e Iw of mumWol R NL uum8
n4MK MLm)® maw ROK
I
!
®dw
GM(r.
omIDR
woma omp'"K
cywew ! - lwreeK aMmo oao
rrle a Moll ROKT R
010m A MEN JR DATE
ROm. mOlEm RO®1Y ma] w MIS
am are
Mmk
1805
L
�i
Ctl
t
..-..«�_-..`--_...--.-......-._..- ._�y'amp...._._...__�--.-............�.-.._.V .,y�._.�...__...._._..._.....-_
96c>
i
YMUEN..
STRUCTURAL INSPECTION
MIRA" II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= = N_
E N G I N E E R I N G
CSM ENOINEERINo, LLC
1235 SE INDIAN STREET - SMITE 103
STIIARTp FLORIDA 34997
o: 772-220-4601
W. m.C91-Eeet
CERIMIE OF MAHRURN 79057
M pl®1�f OA18Y R9MO 1!/Ia W W Ill tlPA].T
RYeHNI A]I6 mRRa Nbo RCRttmn
WtRPR9.4YOV. PLYO. WI /Sfolm A urc 11W pM Y MR
RIY n YWGi YY11011ID III f� I@WO Y( N0a ®ml
C6 ®RQT. YE SK MO LLY.O �dFmIWISM
10105DYl9nLC 6 RGtA1 n tlI M60f IIC
MO 6 A S Itiq Y ML M M WRf fd Nfl OIIB FLQ.1
,00sWI
YIIWI liC e9mN WAWAIYX n L91 M]@A611G
dl ROLLif1411C CAW t'AA
NL 0O603914 HMRm M11[IY46I0[WNYLIPL IIF
mxsmroa s eaves[ wa u mRpY]LY n w<01A9ue
w saln YL1YE Rmw m abe' wn
,
e
RdID R.
11W bS fG-I mu
Lycaux t - mYlp
W!27
sru: uRml Rs¢r k•
CRWS6 A DARDER A DAIS
RRm1 RlBFNO Ru®e19OAll n 1nlo
sm YIL
s¢rk
1905
0
�...�
i
f
y..v .� {.....,. n i YTP'�.S � ; n..4r: t A's.' i 'x 3 '+� x i� �' �" '• • + f
1
w
..
iP
IV,
_
�4—D—S {} 7
y{y{y{ 1
v r
•1 I I
1
n^ p-
f
i46
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL. STRUCTURAL MARINE
= = :_ - 11;
-1
-
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET • SUITE 103
STUART, FLORIDA 34997
o: 772-220-4E01
W. rwLsm-End
M?MTE OF wAIDWI R 2W
M nnml Iasi [MYmY YSR.Q wAa o]Ya ua avmon
xo ooa lvwrRYm �YYY xo smmYE wrw Y:
� n1Y®. mIIl lY 45ID01 w MT 11� IYYr! Y Ylr
IWI W Yw01 YPNOG 6M naz a&uoC M DwN @nv
!UO®fM MD fY6%6 d FlEImY' YG
116 [YlxOn. M IY/S IYI rkIDB YWJw 1®� l5 M
KIRapP Y {ki®Yl91AY. n Rf14YR O BI DCIFF®R IIC
ND 610r w Y: 190. Y IYIF Ip M LM Vq IM OIIP WlfLl
YMM M W101 IYAYIP.VW 6 C41 Oxi®Ml IIG
OI 0[aFmG M WARUO fID13
ML YIFr®64YtH�mYMrYD%M mIIW00. M
OYIV.'CW 6 �L IrY M tlaW Wb T ML f106A4
u soot Ylblw RAW w nvY Rnls
1
x
a
e
®S 6
RW BY
MW
W�AIf
1
4N[ p9M fW16Ik
CWRIES A MEN A WE
nYY[ ®Ym Im®ua Dnm rn %olo
Ye YIL
wnk
PH05
i
m.
=qs
t
I
I
3-0—S
1
U
i
6-0—$�
L
—�J`
1
u
_
(i 2-011—S 'i 2-0—S
DOOR OUT
DOOR OUT
I I tt�
4� !L
t Ii
oj
�i
I �
i
s 27_D_S2 {
L ttoo .20 IL
III I
I III
,
{
fi 1
ROJI
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
a: 772-220-4601
W: M.CSM-EMl
CEHIDICME OF N111OVAM t =7
M Dom DowmT wSRA BiwwOfY
eD oom Rvmr wen ws RaeIBArvno A¢xnmE
wRnlm. DWm. 01q M L®nW IN MW PIYI,YYR
WL fA WYEY YN521U NDIl13i
R'A®I eDOEDT w OI00ID! IIG
>n omama,>K wa m mDa wawR.lm waN a a
eaoama w RTi®Rl mxv. a Rovw w ml Doman m
MD a M9 m w 190. M Yw[ W M WAI RR Ne OIIf91®61
mart DE Ym11 Ymwarm w m Olwmea uc
m DD'®f as t tmm
/LL �ffl®a9n H1W m-ma wlE OIDYWt M:
IXMnCM8 WGMQPADINDNL 010Gw8
u sea mlm REW m N� Rars
1
a
a
GIDm R.
Voa 6f.
tl® BL
Pal DIm maq-mG
e\Waew � - macaw Y4FDa1 DmY®
ree aGDr —A
CWRIES A DARDEN A DATE
n�r.emDm waemwaam nrWla
am oc
am k
201
01=
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL- STRUCTURAL MARINE
1¢
E N G I N E E R I N G.
OEM ENGINEERING, LLC
1235 SE INDIAN STREET • SUITE 103
STUART, FLORIDA 34999
o: 772-220-4601
c m.CSI-E t
Cf UVAE OF &M Of✓QATM 2W
MfM0N G R4F.E 16/iN fGCWW®10]R
/M OIG f01WIY Rtl04 OH RNB MO Wtl0 RF R11 ME
RROFID, oYlm, mm u a4om w a owo won Y wo
Ra u Room Roma awn Rs omaG x mxv ovEM
wa®I YG oXM R m GOY6yi W
T6 LM.OP. M VIS n0 ®8 R"Jl b M
ww.00 w nur�w. may. o "ERO" uanr w a ml wu®RE W
/IOBbINEIHO.YIYFWYPYl I0 NT 0lY Wl0
®YY M ®01 MItIYMtd Q dl GaOYR W
pl CUEpf411C 0M1P tAli
YL f1w®69WIHrWmYM{DO BfxNIRYM M
PMRV.IG G R906R[ IGI M WGYWOI w XL [.GGp3
ML 4ND Rf® RI@Y YI HYlY Ilwf
1
1
wT q2 ®-xT-mo
IW.
6aaRMRR
CN4ME4 A DROEN JR fH1E
RwD.�IY69Nl GO@ mm10
Gm R
301
prda
i
:'
DOOR OUT
y PIT.
3 cN
I
j
� u
,
w
I
4-0-S
1 a`- i5•'
R06T
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= = :1
E N G I N E E R I N G
CSM ENGINEERING, LLD
1235 SE INDIAN STREET • SUITE 103
STUART, FLORIDA 34997
o: 772-220-4601
c rn.C91-uet
CFRMrAIE OF A MID ATM 29V
x DIOOII Nan osmy RSIX.Q M/td 0Yl W f0"B'i0
Na 096 p' aR6 M wM
RWL01 tlWm4 wM SNM1011RNAYYII
LIEZ m 'w'
RKI w Y41d YNQ09 Yxort r� ®MR x mRs YGwI
Ne®TI RR R197Q 6 LL OOGaG. YL
DO IXOWT. x RK MG ®3 �n NPIN K N
m. vW.G R2
IRaww
ff mmOCLIDR001
maw Iw MOYG {mEQ
Ynort x mm Rmmwa rc mI Gunaq uG
cY comic ue awmo gnu
YLmmeRvuamimYxnm Rrx omxlw x
NIRNaI G R90®[ Iw x ®WJOI R Ml wOFafl
u viK rEmn RIIVI o nvc Yms
1
Y9ial M.
�. w
00ID h
P01 w4: 0laq-na
I�IIWN I - SICNA IBQ01 wi6
mue a sv IYR61 R
QMtES A DMDEN JR OAIE
Rl9M �Om l{4®lILL Rao g1Y1E
9p11V1f:
a¢1k
401
a
r
e?t
Y
-1 ey I
RAMM
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET' SUITE 103
STUART, FLORIDA 34997
o. 772-220-4601
Y. m .65Y-L d
CgMWAIE OF RKHY TM 2W
ce RUEu,w, mkbme asonu I6rly mka uv onm.
YY o>,m emaR mu mx RXn YIaW9 xk,mma
RRplkm. CW®. CYOI tlt afDOf b a1➢� IWRY IM
1WI YI IeilO YNSYtU ROR 19 ®lW x Nf59 ®ml
,waYYYY m®u or av ooaac uc
Ire omkou, ce kut m da>s YRbY01m Iwo a r
16011aP V I'O®1`19R,II.6 POfPII R dI0Y0111 YC
M9 61R1 N AF ISD. N Nai OI MVaI M M OIILY RNiLT
tlAGll x g1FM a11WI]OI? BI OOwY. YL
ai m¢ec uc ®nme,mn
u mmn YuaYamYcemnaxml,aLm. ce
O]®M9A B �[ W x 0'NW W 6 Ml Ofl®E
u swa m>m 1wY, m nvr non
s
A
omm ee
nw na m-q-mu
k�1YaY � - mIL'IYbk M36'Rkl O.®6
...,. axa, Rurcrk
CWLEs A MADEN aR DATE
Rw`. @Aw Wi650,k m® a MID
Sm keC
am k
501
l
pa
z.6
}
n:
2.-0.-5
I
I
_
2-0—S
1
{
I
,
t
{
I
i
I
r'0'?
_
If
4
jy1
API .--"R
I
cI
1(
I
r¢ L
D �—
1 �_I
-g
i
i
li
1 t!
I
Qn
{
6
i co'. cal'
t-5 ' A':.J'I.
3* {
p r
3} I iI
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 9E INGIAN STREET • SUITE 103
STUART, FLORIDA 34997
o: 772-220-Ml
r. Nn.CSU-ETet
COMP IE OF WOCRUIM 29V
M 010 NAm RM DR9itlS 16MPOCRW WK
xo oma lOHnrc xxn DIN RM A'Y NOWB AE WIWm
RINO®. UW®. T]Rt fi l®IW W MY Till RAR M YR
{tlU ql WVER Ne19Y'M NOOl11RII ®NOD Tf 011ERO RWI
M®I MD O]6LU 6 CY tlU08y VG
T6 UG,Of. TE 41q YD fi.'a8 r.�W Rot K M
16iY:0 R f�fl4AQ.0 ROiO'f Ot OI Ol0@aG 110
OD6MTWm100.M W[WNYM IW Ytl ON➢I®m
[YNf Tt ®IOY RmYIGMl6 L9I W¢0611C
m mm�c IW osxoE rmis
RLOb6Y69Wt C[RHFON T[RLI0I0( o M
01sm016 N1N®L IDt TF 60YYlb R N14D98
YL YYC Nlel® RpWI W SIYe' flN!
1
1
e
oDno m:
olal n.
Wmm W:
NW ow W+q-mis
cVmAwls-vurn smWo NWY6
sRc meow Nomk
CRAMS A DWEN JR DATE
RL�1 ND51k�RW>v9AR1 Dom In mlo
sot Nuo
smk
601
I
i 2-D-S \ LLev
4-D-S
DOOR OUT
R
A P¢{{I}
Sl I 61 I
i 24-D S-
i$
l
r-
�ir
17 ®l o' l
it6-D-S
i j V
I
f•7 i tea', �-._...„��
II.
Ina-~---
16
{!fl4[L
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= =7
N
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
a: 772-220-4601
•: m.CSY-End
CERIIRGTE OF XKHMtl7ATIM 2W
M DY® MVY61 RAmY R,W.f, �Aa GYOI IY tlPIDO
MD OCD11W1Rfl Nib OH RM MD VAiG IA MIf W Y
RRCT�. DMGL. 0m. li A59im I, MT YI® RH! Y b
IWI A WYB YY19mB YWf 19T ®V110 Y( DiR4 ®ml
RIO®11 .Y0 OIdV P BI DY®4 I1L
m omime. a oGt xo nmYs YDY®Im RImL u u
wn,art rc wi¢vYia mntt Y RY,mI u m DIGf➢]I' ue
MOG19fNHIG]iMMG[dY WA1MYR pMY 191ED
{Ildl M NIHY IYIYW.IIM (f CiY diiM611G
OIFlODH411C DY[LPfSG
RL mO9S 9M1 H'.WmY WWII, EWN,CIOt IIE
M@CM 6 R"iOEH[ 1414[ QY4Rd IE ML 4�
ML 4AD iM14Y XRW VI iiffi R01f
f
vgm m:
D101 m:
Dm1Da
nxm m mD
Eyl/YiM i - 91M1 tl6ID1 fII16
_... aam IB1F3lk
CHARIES A DAROEN JR DATE
iiil,
am YYL
Rm R
701
I i 1 e a . 1 . �l S - f.- 1 r _ ,.... C '" t- I-
...,t..1._D_5 p� � I �.•y�..... I �y �r 1.I �ii..:a""._..Za... � __ ( :n
®! � � I I I r I
DOOR OUT
I f Apl-r._ a
® i
r•§ ; y
V r.
l 1
I ,
,
I
I I t L J r per•
w !11 g1 EE
f i 3 1 L ,
F I r o- qi Fe 4 i.TLy'y��ss )y
� R
Y
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
BEACH, FLORIDA 34957
CIVIL - STRUCTURAL MARINE
E N G I N E E R I N G
C$M ENGINEERING, LLC
(33$ BE INGIAN STREET • SUITE 1C3
STUART, FLORIDA 3499%
o: 772-720-4601
e m.C54-Enet
(fFNY.17E DF N11fg9LVIRt Y91157
M 1I66A IOAf HitlS4T R.IDk4IY�q RYd W 4RAin
NO MOI N�IfHY HME 11@RM9 NO fNN13 N[Y1fIDH
H{W11xID. xY.Wm. fplID� tl Lt9l[p N xl1 n® IMAfx Y Wx
RIY M EYIfA � HYHIf IPf OHWC 0[ l➢® YYIH
RN®N M NfAT tl OI OOmYy IlL
T6 meoP. M W41Y1 l®6 � 1631e ES Y
YSWYIO H IOC�H 9M].8 fiYPIY tl WI GryfW611E
MO 6 HI 10 H IH4 Y YHL YI Y WAf Id Yt/ OIHY IIDIQ
YIIM M[ Hlnd XTWANI H CL Oli@.Y411C
pl po®lG IIC GY6DY tIDl!
Nl HH9M 9l4 HNAmYMIHE HY[mIRCIH. M
(VOWED AGRI Y a DE ONLNp tl XL HfMY/B
u xv¢ YYYb➢IW W m NYY' nms
I
e
e
COHen
Imam eeabe-IDG
twnw e - e104TRY HHIf W H®
srYe ssor Rouxk
CRAM A DAflDQ! A DATE
nHn Y®Gm FH®ow oa® w MID
Ym Y1E
YHrk
601
STRUCTURAL INSPECTION
MIRAMAR 11
9960 S OCEAN DRIVE
JENSEN BEACH. FLORIDA 34957
CIVIL - STRUCTURAL MARINE
E N G I N E E R I N 0
CSM ENGINEERINs, LLC
123S BE INDIAN STREET' SUITE 103
STUART, FLORIDA 34997
w. 772-220-4601
r. Y .CSM—Enel
COMMTE CF RMUMTM 29057
_I
IIIRIM. �=rwwm mK
Y 1V6 mIIaN mvwiws
!ICAL
CWRLES A DMDEN A DATE
M MID
amYW
90
f • ( j t�-_I I} _l-
STRUCTURAL
�1 I � 1 ` 9960 S OCEAN DRIVE
I JENSEN BEACH, FLORIDA 34957
,I
NS 13 0 CIVIL - STRUCTURAL - MARINE
i (
r it OS r }
E N G I N E E R I N G j
123 SE
ELLC 1 33$ STREET • SUITE I03
A PI T a p o g i STUART,
72-22 -4601LURID n 34997
(IIi11fNAff 6AllD17RAlYJt 79067
d '
N �'', f nt omml Maer osmvr wmu Ysnu ama11 w tm�mlr
a 1 YA¢Vml OW®. N®. tl1 /59im A 4f! TWI pA'lYYII
,
w Mlo.awaM1®.INYMOrmv°'masw aa"°ai ooml¢ut
MHO S�p1NYaL 01Y WA FY YlY 011E 1O0
iL
I t
��� 1 mI OO®� YL O➢WiQ WI9
'' ML aO®69uLLa1WOtY11(IY4 a0t OMWL10. M
(3 '. '. t _ t mlwrsaa a �a16e[ la u molmxlw a m olomfl
'iE— I Mi xua �mn waYauvY�
i Vs.
1 00
a, l
I I_ it ' -II ii.• 7_£�.'°_ omm m: na als a-W-IDu
i i � j "}{ ($• t '^` !µ/.VIM I - 9MCIIIA 199:m14Yi9
IN
1 j
i
1=: a IA DEN ,R DAW
q, I ,•_� 1 ..... .. L. i flW1@IAfAU p01aYW1lV]Ea a MID
W.R:
-
i n,
^ 5 > 1001
I,
I
13
YYKT.
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN REACH, FLORIDA 34957
CIVIL- STRUCTURAL MARINE
m =I,-
E N O I N E E R I N G
CSM EN DINEERIND, LLD
1235 BE INDIAN STREET • SUITE 103
STUART, RDRIDA 34997
o: 772-22D-4601
r. m.C6L-
COnkrcR>E a NA NIIICPoL111U6 arm
M NAw Y9TA 16/iq [}YW Iq W'IIDIf
ow MM
ND OYnI WRWt Oi16 IIQ RNB MO VM®NF X1f n H
WN4w4 tlIWGI WEO. W I.NIfO W W! R� RYR Y M
wY w wYW YYl�w,mm Rm Wws x mYa �M
�1 P00®T w OI DODfY411C
OK YO,OP. M QK /lp Wm62Komon I[fL{ K M
MLW W Q �YL 9R.n'. B f1tlOJY Q OI FYi®6 YG
Mtl Y MIf N Z YtYM YOE W Y pN11W YX OIIP iWR
Y(fM x YOIIW MIIIOWIYY w BI AW W]W' IIG
mI mmwA ue m2mo �nW
/Il wn9S 9Yl61WmYMR00 BYM0®M'®. M
OYIIXCIW B IW xtlW WOI Q XL wC®8
u xvK YY'A® AYVI n utor gum
2
2
,
Y92m P.
Wm n
xna W. I
w Wi: m+q-nu
YyYwY 2 - swc*rr 2sW.m1 wo,o
sxe Kmr RYmk
CHARIA A bWOEN JR DATE
Ro%YnWrW Rohn mam n >olo
Y S WC
am R
1101
,.,gyp.._._-...._..__._r._..
i
OL
i6-
2-
LLi
%Q
1,
2
I
4
�I
,
Tl
i
lac,- e
_Q
I
Rub[
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= L..
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 SE INDIAN STREET • SURE 103
STUART, FLORIDA 34997
o. 772-220-4601
r. xa.lSN-EZI
CFRDi1GVE OF NIDCYNATAk 2909
M oota Rmd! oRas] Rmra „s w,a mod w mR We
,m]x "MMGRRE xaxw" mx:
RAaw4 OY1a4 CAV. Ot IEma m Yf! 116]I Hu'! R M
RIY ul YMa WIStl1tl Nuu ]� ®190 YC uRa4 @Ild
RR®lI Yu OY.Ort R BI uaall4. uG
TG [ffYM. YE u� R9 ®u 1� RIDl A4 MI
tl1M11p.T M Rtl6L1W ,aN. u fMall tl dl DamfR IIC
xo,xnm xua.xxa[axRmroxR o,a ]m]LT
anon M xmxx xmar]m tl ax oam]G uc
ml DaaOG w OTIRxx rill]
RL ub.SS 9W16 Mf61111[R1YFMm10.CI0L M
NNNM G RS06R[ Itll llE pVaMMI V NL pN®8
4 Y11O ,O/.®fFPWImNffi1101,
I
®P.
Wp®
00IDh
RW WF. tlaq-ml]
x-- I-
-- E --tli�
ssve msor RmTA
aiVM A DARDEN A DATE
Rum, x]90a Ra®CL Da® x]nlo
sal xuE
xm r.
1201
16,- &'
1-0-S
I
9 � '
wham
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
y LL r
E N G I N E E R I N G
CSM ENGINEERING, LLC
1 235 BE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
. 772-220-4601
=PhnloRurat amT
nm IxNDI Ran owsmr Nmu mlu iu,n>tmR
XD OMY IfaFHl�a 11[4 RNS xWW9 N(IW 10H
wi1mID0. DxGtl Laflm. n A4bm m xn n®wx x xn
wx a Ivwa xu»n xoon nm ®1No o<DwF4 xDm
IVffiY xD NxM v m mfem(n Ile
116 tf{111M. IIE Q4; 1101®6 LDAmRD Vial tl IM
161RPM Mi69'WiW R RGfnlRmDIM=IIL
MO6xRmx.1®.NxY[PN ww IW M011P IVJaI
m
xYM 4[ ®m YIIMV.Vb D m DOD1M IIL
m DOD)1f IIC 09MN tmO
u uxomN xa a lmm x nc rm n x mmmm >H
mWmM G �E iW !E W%YW W R /IL GE161Rfl
45b16IQ�IIO RImY m 1flY wOf
1
1
e
DIDO D:
Im. R`
am®n:
nm Wm oe+q-mo
c�nwuR 1- xuwx IDFCIW wam
scum Axmw R,=R
CHIRIB A DARDEN A D.1TE
RDL ®D® {o69i1 M0 - 16 )x14
sar xr
1401
7'[4 j i �4 STRUCTURAL INSPECTION
I NA
MIRAMAR It
9960 S OCEAN DRNE
JENSEN BEACH, FLORIDA 34957
f
v� p. " I , i_ i -.4_
( -� I L.1._ CIVILSTRUCTURAL -MARINE
,,, ,. -
E N G I N E E R I N G
CSM ENGINEERING, LLC
` W�• ; I 1235 SE INGIAN STREET • SUITE 103
f ff i STUART, FLORIDA 34997
i li RANICAIE OF W. AMGVAttN 29057
0 ; � ((yy a =
`Y' � O 1f Mdi691OID1 %l�1R9R.O NWREM IIY um
e
� o f �,
�.imo"mnun�r"ErmNOfil'
� .._ a -- � � RIY OI YIREV wIsan Yoort roa aoxG xF>R69 eauY
Pyn I4 �• �� .._.., t•},'.� IIB IWIq[MYO.S IIB ®BM'tldIl811VLlNM
i ! qyµ C'��=� ,.._.._... � y MiW�880f WT6y' W. SNII RROitlYT49184@BB.IIG
MO 8 M11 R H 16fq Y YO! p Y IYFI IW NR OIIOI I®6f
.._.._ I � � .1 YIIMM W¢II WAYOAd 6'L9I OOEIAG YG
BOm]f YL pDIID! IIDG
W .....�.. Z i kW891LLH1WIDYMR1D 81 MWGI,c%IL M
s fdIYKN18 �[ IW M tlGIXVd 4! Ml pOBPG
1 ! -{" I` � i ' �— • .^.' � i usuo ssnEo rtwa osLbY Wars
I Ll ,
}
icouw
3 '
m � { �..-�i � _I� ";<,.'i4'•µ 7'«L�s, OmIDR Rom YI'W-AA
cysxwl L "some samm m�
i ti ,� �. ) I �__"-4j._ h-- "�`-_. (" -� • I' SRn asaml Ruerk
a 4-�'�•-^^^--d t uis-� j$f g } 8 I � � .. ,.� t
re i � 1--'�-� �` 11t� ^ air i•h`- �3� it`.. �.. Lb
i
I , I
ij ' ! j i y w:•^.-^•-« CHAR ES A OAROQ! JR MIE
4^ i 1' I _ • _ _ 4 . �". •.. nRmLRmmm Rn®rL SRYm n Rno
sm YYC
4
+1 REG k
F
III
STRUCTURAL INSPECTION
MIRAMAR 11
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL- MARINE
E N G I N E E R I N r
OEM ENGINEERING, LLC
1235 SE INDIAN STREET - SUITE 103
STUART, FLORIDA 34997
. 772-220-4601
W: m.csm-r net
CER[IrWE OF AJDIDIUAMN: 29057
mew 0 wm.,K),fm wmwWlIOtX0=I
ftnawvwWIRKIm w
2
[EGO) r.
0031I)IM
Rm ms m mm_
IIRW ms Rmark
DIARLIS A BARDEN JR DATE
I
m mocalk
1601
10-0-5 —
18-D-S
...:.
WATERP.ROOFING?,_
i
i
2-0-S�
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
E N S 1 N E E R I N G
C.SM ENGINEERING, LLD
1235 BE INDIAN STREET • SUITE 103
STUART, FLORIDA 34997
a 772-220-4601
Y. WWW.DSY-EMI
CERI MM OF NIDOW7ATM 29057
M Da1011 IDI V D01>mY R9F.616/IG 0Cd W 0AS/a
m i)DDIR(RRRDIIR MYRRa ROVIIIIam tlR
RRDI.®. D4RR Ifpckim lS4D N ID DD Wa R 1Y�
flIY RI W11G RD9E1ll RYDrt MT ®WM lE D/R9 Rlld
RR®ll Wo m41a a m OorDii ue
-WA{
Y ?Y.rvk
Q�,. �ry
, •T
IID RDba.MaW MD R9ialGRRI{tlN
mm,nu rc R4fDYlYL sxRE a Racm R m DNDRD W
mpa MD�Ia11�Ml0� R L91� RR Ytt allfll RaR1
D00RD m
m ED®D W ortmu Imu
.-.'
j
Ml ®D®S 91LL R165mMMRLI BIM mPKIDt M
QAB.CIQBR9VE9[WIE WIOXttM DNLDm4/8
,4 SAM RYA®RAWImNWA-
{
1
Ll
(13
� "—
DIDm R.
RlVlfi
mmm 0-YI'ma
I �mRmmR
xw: tl9lCl
1tc'-tt1 _JIII �,•
..4j
CHIMB A DARDEN JR DATE
3---�` � 1,,,' naaW RnRDm In®IW mWa In mR
1
1701
1
4
,
i
t to ..........
RIM..
STRUCTURAL INSPECTICIN
MIRAMAR 11
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL - MARINE
= =-- --:1
—
E N G I N E E R I N G
CSM ENGINEERING, LLC
1235 BE INDIAN STREET • SMITE 103
STUART, FLORIDA 34997
w 772-220-1 01
c m.CSY-Enet
OBUW lE OF A MCFUA11Rk 29057
M DY0 NR91 WID3Y R9R6161DI O}MM W O➢eLll
pwlLl NB'{RWYNw9M0
MwMIILImfR/Bm
�! w.m m xM
MITMS IRi ®.WD M DIIm ®10
:
W06IDI ND 0610 w BI DOmNI YL
116 W] W M�RO KL M®OAMAMA"
b114FN OI I®I®OW.9M1II.61®fMR
N061W mwmm,R�DFw YIMR {w W®A PoIFQ
�fDR M ®� MIOORRO R CvY wiDNq W
mlWormy"w Imm
RL wD®5 91LL H 1ffJm R M RLI m M W110.21w M
DYwWM 8 R4YI6Dl Iw M GpdIYLYI w NL w00%8
M. srD IamlEv RRM m uvr neD
I
>I
e
nvam m:
me D:
omm n.
Rm w6 m mm
cywgwl I - sewnm eOo:utl w.am
rAE s Rv Rom A
WOZ A NRDEN JR DATE
RIMY. mlo
Rm MM:
smR
1801
I
ra
6� f
/
I
E
I
wl ;
i
AW07:
STRUCTURAL INSPECTION
MIRAMAR II
9960 S OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
CIVIL - STRUCTURAL, - MARINE
E N G I N E E R I N G
CSM ENGINEERING, LLD
1235 SE INGIAN STREET • SMITE 103
STUART, FLORIDA 34997
o: 772-220-4601
M: YYY.CSN—Enel
09MMTE OF N70101d7ATM 29057
LY YOfPYHYI Mmdmi Rmwx ¢�m mYd ua oxmort
Y nE[ MIM YYb6 IOI m Bi
;oWY aw
RMN®. GY1L0. Niq G A4�10 N MY 11W IYA(/ Y Y!l
xlc RI
fM91 M WIIQI MXFIIIW MIIO111181 GWYII B( COR9 MIIq
MY®Ox NB WBW 6 Cv1184M81q YG
TB 0.NFM. M Y4i K ®B IY✓Y�AIIO IFL➢1, I$ M
YYLCYMIYom GI.vI euE'AY. ue
xnSWm
WMILDI
MBBMIfNHI81p.MYY1[WYpM fp M(pI1p N96I
MIIM IlE F]Ild NIAWAttM R BI OBIUIW IIG
OI wwowa a tl fbb
NL DY1�89Ml K—M--wl[LN{i tlYG. M
lblR'CIfM 8 Y9V6YL pq pf QYYNYM DI Ml fY'160G
ML 44G NGRO IERWI A btID' R015
1
f
M9dr.
OD7ID R:
RN 81W wmi mU
L�IMIYYA I _ mFIIW Yi61q
YYL 9YgY Rd61%
Cwu1ES A DARDEN A DATE
RBYY Mffi1FMD MOGYIW eom m1Y10
YY! WM:
Ym F
1901
STRUCTURAL INSPECTION
a_, w_ r✓ " MIRAMAR II
-w_........... !!!
I
996
OCEAN DRIVE
JENSEN BEACH, FLORIDA 34957
;I
CIVIL - STRUCTURAL -MARINE
r
j3
E N G I N E E R I N G
OEM ENGINEERING, LLD
Y. I 1# r t 1236 6E 6SUITE 10
f STUART,FLORIDA 34994997SUITE•.i
72-22 —4601LORDINDIAN
i iR } - r: NNN.f561-ENet
caslrla>E OF wltuamrar 29057
o��vlve'xaws wrma
+i i� I•'°_ LI° i '� r r� "4 w.L'.� wai rm ®N�Ow eu�wa�ano
I l a '{. •m•m,•.m....- _I .•• 5 l j •...•� NO N IOI m N: IS4 N N4E w N Y11011fR im6f
�..u� r_.V r vnol � Nmnx Nrnwnrzw w � oalmw un
..yxi_....•_ ,._._._. _., L,t ,)jd F� ._ .-, tv flwFflN(. aN mmmolmfe
• I `� �Y � II
t } � �i .LL wOm069Wlm1Wimp11[IY4wM wIwALM OF
1 ,tll � r � t,. WrWLIw NNp'p@[we HtltltlWOlwNL mfl®6
pJfµ au mro �ocmo wnwmNYa'nms
tI
-0 3 I } 1 1
�lusz��q i
C i f
C)I 33S b! H13'&. omNmm: wmn
dar � � lt� 1, ��(°•.}_, t>~p. ,a amm m: Nm oas m-Np-mo
AW Nyvnw-¢mEeau wso
ro
04
1
i t 2
d {
7 ;f'
r
A DMDEN aR w>E
t
' '• �+ 4 - _ PH01