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1004-0072 REPAIRS & BUILDING RENOVATIONS
BROTENBACR ENGINEERING, INC BY /SE Bridge Rd, #A, Hobe Sound, Florida 33455 a a4: (h bieitenbachengineering, com April 1, 2010' r L P TO: Building Official, St. Lucie County Building Division 2300 Virginia Avenue Fort Pierce, Florida 34982 RE: Building Inspections Project: Concrete Repairs and Building Renovations The Miramar 10000 S. Ocean Drive Jensen Beach, FL 34957 jbach442@comcast.net 9 Cell: (772) 834-4743 REVIEVBYDATE PERMIT M ON JOB OR NOWILL BE MADE This letter is to inform you that threshold building special inspector, John Breitenbach PE 59770. will be performing building Threshold Inspection services for the upcoming structural restoration project at the above referenced; location. You should have received project specifications from the general contractor, Special Forces, which were prepared by CSM Engineers, LLC, the Engineer of Record. My threshold building special inspector number is 2072: firm registration #26001. Additionally, the following will be authorized by me to perform inspections: Judy Perkins, PE 62332 and Charles Darden, BSCE. I will be sending you copies of inspection reports and a final inspection report when the project is completed. The following is the inspection plan: 1. Concrete repair of balcony slabs. 2. Door buck attachment per specifications. 3. Door attachment per product approval submittals (3-units). 011111Ni11ab0/S®®/ Should you ha, lease contract me. Respectful. '�,\CENS4F No. 59770 STATE OF .�' Al �.�'• 1ORIDP • �' John D. BreiPiE• •' •�6xONAI- � FL PE #59770, FL S1"!92V7Z, Firm Reg. #26001 Via Mail: 3-copies, signed and sealed file= 10033-1 b-Miramar Letter or Intent (Summary).doc 7r;'OLE COPY CSM ENGINEERS, LLC CIVIL STRUCTURAL MARINE 183 SW Monterey Road STUART, FL 34994 PHONE: (772) 220-4601 / FAX: (772) 220-4603 Website: www@csmengineers.com_ MIRAMAR CONDOMINIUM 10000 S. Ocean Drive, Jensen Beach, Florida 34957 ENGINEER: CSM ENGINEERS STRUCTURAL RESTORATION SPECIFICATIONS A MIN. SETEACK R�Q, FRONT SIDES RVAR ZmaA CIVIL- STRUCTURAL - MARINE it (x - m ENGINEERS, LLC CSM PROJECT NO: 09-021 APRIL 1, 2010 TABLE OF CONTENTS TITLE PAGE Page 1 TABLE OF CONTENTS Page 2 SCOPE OF WORK Page 3 SPECIFICATIONS Section 1 Division 1— General Inspection Plan Section 030130 — Concrete Repair Section 039101— Degussa Protectosil Section 071813 — BASF Sonoguard Section 081373 — Sliding Glass Doors ICRI STANDARDS Section 2 SLIDING GLASS DOOR NOA Section 3 WIND LOAD ANALYSIS Section 4 CONCRETE REPAIR DRAWINGS Section 5 PAGE 2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLOP-IDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM APR-22-2010 11:16A FROM: TO:17724622522 P.2 APR-i6-2010 03:06P FROM:C5M ENGINEERING, LLC 7122204603 TO:6924112 N•� r CIVIL • 9rRYCTLIRAL• MARINC ARM" H ENOINE6Ra, LLC SCOPE OF WORK 1. Protection of Existing Conditions: a) Provide protection systems for existing exterior and interior building component and site work to remain, which may be damaged or altered as a result of the Contractor's performance of the work. Existing conditions of all building components that are in proximity of the Work shall be surveyed and documented by the Contractor prior to commencement of work. 2. Removal of Existing Accordion Shutters as Required: a) Shutters shall be removed from the balconies, stored, and then replaced per original construction. 3. Balcony Surface Preparations: a) Remove and dispose existing file and other floor finishes, including adhesives that may exist beneath'floor coverings. b) Prepare concrete surface to achieve proper adhesion of a waterproof traffic coating. 4. Concrete Repairs at Balconies and Walkways a) Demolition, surface preparation and installation of repair materials of the deteriorated concrete and reinforcing steel as authorized by the Engineer. b) At balcony edge repairs, excavated areas will be repoured to match adjoining surfaces. c) Provide Sika Gal vashield XP+ galvanic anodes at perimeter of repaired area as . directed by the Engineer. 5. Replacement of the Balcony Sliding Glass Doors a) Remove, dispose, and replace all of the existing sliding glass doors of units 101, 201, 301, 401, 501, 601, 701, 801, 602, 603, 604.605, 606, 607, 608.6010, & 6011. See door manufacturer's specifications/NOA's attached. All other units shall have the doors removed and reinstalled per original door manufacturer's specifications. b) Contractor shall provide design shop drawings, product approvals and engineering calculations in accordance with Miami -Dade County Notice of Acceptance (NOA) criteria, signed and sealed by a:Professional Engineer licensed in the State of Florida if sliding glass doors are to be replaced. Follow the manufacturer's specifications/NOA for installation instructions. 6. Installation of, Balcony Waterproofing System: a) Apply Sika Ferrogard or Deggusa Protectosil over repaired concrete deck. b) Prepare balcony surface so that it has a positive slope. Provide repair mortar of approximately W depth under new sliding glass doors and slope to balcony edge using Sikaquick 1000 or equal. c) Provide Sika Sikalastic, STO Decocoat, or BASF Sonoshield waterproofing system in accordance with manufacturer's specifications. 1) Primer PAmic 3 C6M emaiNG6R6, LLC i sa 6W ,MONT@A@Y ROAD, STUART, FLORID^ 34994 PMoma (7721 220.4601 FAx 47921 220-4603 • WWW.CBMEN131NCERS.COM 3 ri - CIVIL- STRUCTURAL- MARINE 1 1 Ell ENGINEERS, LLC I 1 2) Base Coat, 3) Top Coat (aggregate and backroll) (I 7. Installation of Stucco Finish over Balcony Slab Edges a) Prepare all slab edges (balconies only) and apply stucco finish to match existing walls of building. 8. Installation of Ceiling Stucco Texture a) Prepare all balcony ceilings and apply stucco finish to match existing ceilings of building. 9. Application of Protective Paint Coating a) Prepare all balcony edges and apply coating per the manufacturer's recommendations. b) Prepare by pressure cleaning underside of all balconies, paint with approved 1 acrylic coating. PAGE 4 CSM ENGINEERS, LLC ' 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-460 1 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL - STRUCTURAL- MARINE h r DIVISION 1 - GENERAL 17 ,i.: 3. ENGINEERS, LLC PART 1 SITE INSPECTION BY CONTRACTOR(PROSPECTIVE BIDDER 1.01 The contractor is required to inspect the site prior to bid preparation. PART 2 DEFINITION OF PARTIES I PROPERTYMANAGER AMD Management Services i P.O. Box 1129 Jupiter, FL 33460 Attn: Kathy Gassman Phone:561-575-1502 Fax:561-745-4795 ENGINEER CSM Engineers 183 SW Monterey Road, Stuart, FL 34994 Attn: Judy Perkins Phone:772-220-4601 Fax:772-220-4603 OWNER Miramar. Condominium Association, Inc. 10000 S. Ocean Drive, Jensen Beach, FL 34957 Attn: Ken Theriault PART 3 ADDITIONAL INSURANCE COVERAGE 3.01 The .CONTRACTOR shall list (1) the OWNER and the (2) ENGINEER and each of their officers, agents, and employees as additional insured on all insurance policies and coverage I which is required by the OWNER as specified in the bound Contract Documents. PART 4 STANDARDS FOR CONTRACT MANAGEMENT 1 4.01 The management of this contract will be in accordance with the Standard Form of Agreement Between the OWNER and CONTRACTOR on the Basis of a Stipulated Price. A Subcontracting: Subcontracting of any portion of the concrete restoration shall not be allowed. If a SUBCONTRACTOR is used, the CONTRACTOR shall state the name and address of the proposed- SUBCONTRACTOR in the Contractor Bid Worksheet(s). Subcontract work for windows, doors, floor coverings, finishes, and hurricane shutter installation is anticipated. Subcontractors are subject to approval by the OWNER, (PROPERTY MANAGER) and ENGINEER B Notification: The CONTRACTOR shall notify the ENGINEER at least seven (7) days before starting work. The CONTRACTOR shall confirm the commencement of work with the ENGINEER by submittal of a Notice to Owner. C Notification of Neighbors: The CONTRACTOR shall provide a representative who, together with an OWNER representative (PROPERTY MANAGER), shall contact the residents in the vicinity of the project prior to performing any work at the site. The purpose of this PAGE ❑ 1 - 1 CSM ENGINEERS, LLC 1 83 SW M❑NTEREY ROAD, STUART, FLORIDA 34994 PH❑NE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEER-9.C❑M I •i , CIVIL • STRUCTURAL -MARINE ZZ ram. � ENGINEERS, LLC I I notification procedure is to inform the neighbors of the ensuing abrasive blasting and concrete demolition operations, and to establish a good working relationship with the surrounding property owners whose property may be affected by the restoration efforts of the I t CONTRACTOR. D Emergency Information: The CONTRACTOR shall post information concerning emergency medical, fire, and rescue phone members from which personnel on the site can obtain jinformation if needed. The emergency information shall be in a central position, located so that it is visible and accessible 24 hours a day. The emergency information shall be posted the entire length of time that the CONTRACTOR is performing work at the site. E Work Schedule: The demolition and repair shall be accomplished in such a way as to minimize the length of time that a building is out of service and to minimize the number of days required for inspection, demolition, and repair operations. A general schedule is to be presented by the contractor .prior to job start such that the ENGINEER and the Building Committee understands the CONTRACTOR'S work requirements and can perform inspections and inform unit owners as required. Significant departures from the schedule shall i be coordinated with the ENGINEER. F Times for Work: No restoration work is to be done in the night between sunset and sunrise. The times for work are from 7:30am-6pm and shall also comply with local, state, and federal regulations and laws regarding days of week, noise, in respect to surrounding property owners. G Use of Water & Electricity: All operations which would include closing valves, switching, I starting, stopping, or removal from service of any equipment, valve, or electric panel shall be I done by the OWNER IS personnel upon request by the CONTRACTOR. Such requests shall be directed to the site superintendent so that interruptions, if any, of the OWNER'S operations or systems will be no longer than necessary. The CONTRACTOR shall have a full icompliment of personnel working on a continuous basis until the work causing the interruption is completed. All Work performed under this agreement shall be performed in close cooperation with the OWNER and (PROPERTY ILIANAGER). H Owner Performed Repairs: The CONTRACTOR shall cooperate with the OWNER who may be conducting remodeling or repair work in associated areas. I Contractor Supervision: Except where the CONTRACTOR is an individual and gives his personal superintendence to the work, the CONTRACTOR shall provide a competent superintendent, satisfactory to the ENGINEER, OWNER and PROPERTY MANAGER for the work at all times during working hours with full authority to act for him. The CONTRACTOR shall also provide an adequate staff for the proper coordination and expedition of his work. J Inspection: The OWNER plans to engage the ENGINEER to perform periodic inspection of the repair work. The CONTRACTOR shall notify and make available to the ENGINEER all repair areas, as needed and deemed appropriate. The ENGINEER will perform adhesion testing and concrete coring of finished repairs at his discretion. The OWNER will pay. for all satisfactory tests and laboratory services that indicate a suitable installation. Should a test indicate improper application or the use of unsuitable material, tests and laboratory expenses i shall be at the CONTRACTOR'S cost. In both cases, the CONTRACTOR shall repair areas where destructive testing occurs in accordance with the unit prices stipulated. K Destructive Testing: If disputes arise concerning the quality of the applied repair mortars or materials; adhesion tests, strength tests, or some other form of destructive testing may be used PAGE ❑ 1 -2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM N LAO CIVIL -STRUCTURAL -MARINE LT 7 I 1 ENGINEERS, LLC I to clear the dispute. Failing tests will be paid by the CONTRACTOR; passing tests will be paid by the OWNER per standard conditions of a construction contract. L Accessibility for Inspection: All work shall be made accessible to the ENGINEER using the j CONTRACTOR'S rigging and equipment. If assistance is required for the ENGINEER to safely access the work, the CONTRACTOR shall furnish labor to assist the ENGINEER. The cost of this labor shall be included in the base contract amount. M First Anniversary Inspection: All Work shall be guaranteed for one year after the date of substantial completion. N Safety and Health: The CONTRACTOR shall comply with safe working practices for abrasive blasting and all health and safety regulations and requirement of Federal OSHA (specifically OSHA Standard for General Industry 1910-1978, state and local health regulatory agencies, Material Safety Data Sheets (MSDS), and material suppliers. This compliance shall be accomplished without supervision from the OWNER, ENGINEER or other direct or indirect agents of the .OWNER. Should holes, rigging attachments, or any other modification, cutting, or welding be required to meet safety standards, they may be accomplished at the expense of the CONTRACTOR upon submission of details in writing to, and with subsequent approval by the ENGINEER. All Rigging components and attachments shall be carefully inspected by the CONTRACTOR prior to use. The CONTRACTOR assumes all responsibility for use of any existing or added attachments. O Electrical Hazards: The CONTRACTOR shall take the following safety measures to prevent accidents due to electrical hazards: 1 Electric Service Deactivation: The OWNER shall deactivate and lock out the electric service as required. The CONTRACTOR shall verify the deactivated status of the electric service prior to beginning each day's work functions and throughout the workday. The verification of the electric service deactivation is the sole responsibility of the CONTRACTOR and shall be accomplished without supervision from the OWNER, ENGINEER, or other direct or indirect agents of the OWNER. 2 Electric Power Line Deactivation: The CONTRACTOR shall be aware of the electric service wiring located adjacent to the work area. The (PROPERTYAMNAGER on behalf of the OWNER), shall re -locate, deactivate, or provide necessary electric shock hazard protective devices to prevent exposure of workers and/or equipment to electric shock i hazards. The CONTRACTOR shall verify that there is sufficient electric shock hazard protection for the workers and equipment prior to and throughout each working period on the job. The verification of the electric shock hazard protection is the sole responsibility of the CONTRACTOR and shall be accomplished without supervision from the OWNER, ENGINEER, INSPECTOR, or other direct or indirect agents of the OWNER. P Compliance with Environmental Regulations: Compliance with local, state and federal regulations concerning emissions of solid, particulate, liquid, or gaseous matter as a result of the cleaning, painting, or other operations under this Agreement shall be the responsibility of the CONTRACTOR. This compliance shall be accomplished without supervision from the OWNER, ENGINEER, or other direct or indirect agents of the OWNER. No additional compensations for changes in the laws, regulations, or the interpretation thereof shall be granted by the OWNER. All shielding, abrasive retrieval, or other methods of using precaution required by the regulating agencies shall also be accomplished at -no additional cost to the OWNER unless otherwise provided herein. PAGE ❑ 1 -3 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-460 1 FAX (772) 220-4603 • WWW.CSMENGINEERS.C❑M CIVIL- STRUCTURAL- MARINE H- k�% as se��,'3 3.' ' �'� Q Attractive Nuisances and Cleanup: The job site shall.be kept in a clean and safe condition at all times. Hazards or attractive nuisances shall be protected at all times by proper postings and barricade tape. Upon completion of the work, the job site shall be left clean of all debris, blasting residue, or any other items resulting from the operations of the CONTRACTOR. The cost of any clean up that must be accomplished by the OWNER shall be deducted from funds due the CONTRACTOR. R Protection of Interior Living Areas: In the event of repair work in, around, or adjacent to sliding glass doors separating the balcony area from interior living areas, a 2"x 4" reinforced plywood dust screen shall be installed in conjunction with waterproof plastic sheeting (6 millimeter moisture barrier), as required. Attachment shall be with a minimum of 3 each 1/2" concrete anchor bolts per side of opening. Bracing or strong back attachment shall be wood screwed to 3/4" plywood. Dust screens shall be so designed and installed as to enable strengthening and shoring in the event of a tropical storm or hurricane. Taping around doors shall be used to prevent the intrusion of dust into the interior. S Protecting -..Interior Finishes and Fixtures Removed for Structural Repair Work: The CONTRACTOR may be required to construct temporary structures for weather protection. Structures so constructed to protect owner fixtures such as adjacent windows, sliding glass doors, electrical outlets, etc. shall be installed as necessary to prevent damage to areas adjacent.,to the repair work. T Abrasive: Abrasive shall be a nonmetallic type. The abrasive shall be of a grit size to produce the profile specified by the manufacturer for the mortar being applied. It shall be properly stored; and it shall be free from contaminants, including but not limited to paint, earth, moisture, oil, or chlorides, which can cause premature failure. Use of abrasive on the exterior of the structure,shall be based not only on its compliance with the application of the repair mortars, but also on its lack of nuisance to surrounding property. The CONTRACTOR shall submit to the ENGINEER for approval the Manufacturer's Published Product Data Sheets for the type of abrasive to be used for the work prior to the start of any blast cleaning operations. U Containment of Blasting Debris and Overspray: The CONTRACTOR shall submit three (3) Copies of the proposed method of containment. The contractor shall describe how blasting debris, paint overspray or other contaminants will be contained to prevent unnecessary and avoidable damage to interior spaces on an attachment with the Contractor's Bid Worksheet. The cost of containing the blasting debris and/or paint overspray shall be included in the Base Bid. The OWNER reserves the right to stop work or to require additional containment methods, if the CONTRACTOR'S operations create a nuisance beyond the site or as deemed appropriate by the OWNER, ENGINEER, or the OWNERS designated representative. V Removal and Disposal of Blasting Residue and Demolished Concrete: Drop chutes depositing blasting materials from the work area to the ground shall be furnished by the CONTRACTOR. W Material Safety Data Sheets: Material Safety Data Sheets (MSDS) shall be available at the job site for each product used, including but not limited to mortars, grouts, coatings, thinners, other solvents, disinfecting agents, abrasives, and flexible sealant material. 4.02 UNANTICIPATED ADDITIONAL WORK A The specifications adequately describe the work to be performed based on the amount of information available at the time of preparation. However, additional effort may be required. These issues will be addressed and resolved during the course of the project in a timely PAGE ❑ 1 -4 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM 1 IT fashion if required. END OF SECTION CIVIL- STRUCTURAL -MARINE ^S b 9 n 1 x ENGINEERS, LLC PAGE O 1 -S CSM ENGINEERS, LLC • 1 83 SW M❑NTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.COM q iT MIRAMAR CONDOS INSPECTION PLAN GENERAL A. During on site inspections, 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. BO. The Engineer shall submit a written report to the Building Department each week during construction. C. The 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. Concrete Restoration A. EXCAVATION LIMITS: The Engineer shall inspect and approve, as required, all limits of concrete removal and all steel reinforcement repairs. The Engineer shall verify contractor measurements and approve or disapprove, as required, all contract chargeable quantities for all repairs. B. APPROVAL TO PLACE CONCRETE: The Engineer shall inspect all areas prior to concrete placement and give approval, as required, for all concrete placements. The Special Inspector shall inspect all prep work, including forms, shoring, safety, steel bar repairs, sheathing installation and any adjustments to excavation limits. C. PLACEMENT OF CONCRETE: All design mix truck placements of concrete require on site engineering and shall be inspected by the Engineer during placements. Approval of design mix placement based on slump results, environmental conditions, etc. shall be at the discretion of the Engineer. The Engineer may also require inspections of bag goods concrete placements. D. FINAL: The 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. Windows and Sliding Glass Doors A. Visually inspect windows and -doors for damage in shipping. B. Verify proper installation of doors and windows to structure. Verify compliance with shop drawings and with NOA attachment schedules. to ENGINEERING APPROVALS A. The Engineer shall approve all work completed. B. The Engineer shall.approve or disapprove, as required; specifications for Iall contractor -supplied materials at least 7 days prior to planned material use or placement. C. The Engineer shall determine any disputes regarding reasonableness of repairs involving structural integrity. CIVIL- STRu CTURAL- MARINE Il H_ 11 ENGINEERS, LLC SECTION - 03 013 0 CONCRETE REPAIR PART1 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 the Engineer. 2 Surface preparation and installation of repair materials of the deteriorated concrete and reinforcing as identified by the Engineer. 1.2 SUBMITTALS A Contractor shall submit to the 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 the Engineer prior to placement of the repair materials. B Concrete surfaces shall, be observed and accepted by the 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 CAST -IN -PLACE, READY MIX A MATERIALS 1 Cement: ASTM C150, Type I -Normal or Type II -Air Entraining. 2 Fine and Coarse Aggregates: ASTM C33. Aggregate shall be certified to be nonreactive. 3 Water: Clean and not detrimental to concrete. B ADMIXTURES 1 Air Entrainment: ASTM C260; 4 to 6% 2 Chemical: ASTM C494, "Pozzolith or Polyheed" by BASF or WRDA by WR Grace. C CORROSION INHIBITORS ADMIXTURE 1 Rheocrete CNI by BASF or DCI-S concrete admixture by Grace Construction Products. Calcium Nitrite solution containing a minimum of 30% calcium nitrite by solution, 2%. 2.2 ALTERNATE MATERIALS A Acceptance of alternate products and materials shall be considered at the sole discretion of the Engineer. All' repair materials shall be provided by a single manufacturer to the extent possible. 2.3 DISSIMILAR MATERIALS A All dissimilar metal materials shall be adequately isolated. The Engineer shall be notified of any condition where proper isolation can not be achieved. PART 3 EXECUTION 3.1 CONCRETE MIX A Mix concrete in accordance with ACI 304. Deliver concrete in accordance with ASTM C94. PAGE 030130-1 CSM ENGINEERS, LLC 1 E33 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-460 1 FAX (772) 220-4603 • WWW.C.SMENGINEERS.COM 1a Fil CIVIL • STRUCTURAL- MARINE d M � w: 2 ENGINEERS, LLC l�l B Select proportions for normal weight concrete in accordance with ACI 301. C Provide concrete to the following criteria: 1 Compressive Strength (28 days): 5,000 psi. 2 Slump: 5 to 7 inches. 3 Maximum Water/Cement Ratio: 0.40 4 Flyash: not more than 20% cement replacement by weight. 5 Pumpable Pea -rock mix. 6 Corrosion Inhibitor: 2.5 gallons per cubic yard. 7 Do NOT use calcium chloride. 3.2 CONCRETE TESTING: A Testing Laboratory: Contractor shall retain an engineering testing laboratory, at it's expense, to perform all concrete testing. The testing laboratory shall conform to the applicable requirements of ASTM C 1077 "Standard Practice for Laboratory Testing of Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation" and shall be inspected and accredited by the Concrete and Materials Engineering Council, Inc. or by an equivalent national authority. The agent of the testing laboratory performing the field sampling of concrete shall be certified by the American Concrete Institute as a Concrete Field Testing Technician Grade 1 or by an equivalent level of competence or shall be a licensed professional engineer. B Extent of Tests: Testing laboratory shall take samples and make tests as hereinafter listed for each 10 yards of fresh concrete or fraction thereof placed at the project but not less than one set for each day's concreting. 1 Compression and Strength Tests: Each test shall consist of four (4) standard 6" by 12" cylinders; one (1) cylinder to be tested at the age of 3 days, one (1) at the age of 7 days and one (1) at the age of 28 days. One (1) cylinder shall be held in reserve. Samples from which compression test specimens are molded shall be secured in accordance with ASTM C 172. Specimens made to check adequacy of design for strength of concrete, or as a basis for acceptance of concrete, shall be made and laboratory cured in accordance with ASTM C 31. Strength tests shall be made in accordance with ASTM C 39. 2 Slump Tests: Tests for slump shall be made at place of deposit and in accordance with ASTM C 143. Slump shall be reported on test reports to Engineer. 3 Air -Entrainment Tests: One test will be made at place of deposit for each. day's placing and as often as required when a change in consistency of concrete mix is noted. Tests shall be made in accordance with ASTM C 138 or C 173 and reported on test reports. C Test Reports: Except as otherwise directed, a minimum of TWO COPIES of test reports shall be sent directly to Owner, Engineer and the Contractor by laboratory. 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, signed and sealed by a professional engineer registered in the State of Florida, for the Engineer's acceptance prior to commencing Work. B Shoring design shall prevent movement of adjacent slab areas from the existing conditions. 3.4 CONCRETE REPAIR PAGE 030130-2 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.C❑M �3 H. CIVIL • STRUCTURAL- MARINE 7�7-- . ENGINEERS, LLC A Concrete repairs shall be provided for those areas identified with spalling, deterioration, and unacceptable concrete: B Remove all loose, spalled, and unsound concrete in the area of the deterioration. Removal shall be performed with small pointed tools rather than wide chisel edges to prevent micro cracking and continued spalling of the concrete which is to remain. C The area of concrete to be removed shall extend along the length of the reinforcing, beyond the limits of the reinforcing deterioration a minimum of 2" into sound concrete. D Concrete shall be removed completely around the reinforcing steel providing a minimum clearance of 3/4" between the reinforcing and the concrete to remain. E Provide a'h" 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 the Engineer. F Application of repair concrete shall not be less than %2" in depth. G Prepare all concrete surfaces to receive the repair material, including the saw -cut, to achieve a surface profile depth of c" minimum with a new fractured aggregate surface to adequately anchor the patch material. H Remove all rust and scaling of the reinforcing thoroughly by sand blasting. 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. 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 the Engineer prior to application of any coatings on the concrete. Any cracks in the repair areas shall be repaired in accordance with the requirements for crack repairs. Repair of cracks shall be at no additional cost to the Owner. 3.6 REPAIR MORTARS A . Repair mortars may be used in lieu of ready mix concrete for partial depth repair areas of less than one (1) cubic foot of material and as accepted by the Engineer. 1 The prepared concrete surface shall be saturated surface dry (SSD), but free of standing water. Apply a scrub coat of slurry prepared from the repair mortar to all surface areas, fulling 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 PAGE 03❑ 1 30-3 CSM ENGINEERS, LLC 1 83 SW M❑NTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-46111 FAX (772) 220-46133 • WWW.CSMENSINEERS.COM r•I CIVIL -STRUCTURAL - MARINE L 1. J N•L7 JMM ENGINEERS, LLC 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 BASF — EMACO-S Series - Mortars with corrosion inhibitors. b BASF — LA40 Repair Mortar (forming app.) c Sika— Sika Full Depth 211 3.7 REINFORCING PREPARATION AND REPLACEMENT A All reinforcing with deterioration of more .than 15% of the original bar diameter, as determined by the 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 the 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 the Engineer, bar development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 9" with: 1 BASF - Concresive 1090 Liquid 2 Sika — Sikadur 32 F Reinforcing steel shall be ASTM A615 grade 60 minimum. G Prime reinforcing steel prior to concrete placement with: 1 BASF - EMACO P-24 2 BASF — Zincrich Rebar Primer 3 Sika — Armatec 110 EpoChem 3.8 CRACK REPAIR A Crack repairs will be performed for all areas identified by the 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 oft/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 neat epoxy resin adhesive binder to provide additional moisture and chemical protection. F Maximum application thickness of epoxy resin mortar on interior substrates not to excess 1 %2" per lift. G Use pressure injection equipment to seal cracks on underside and vertical faces of concrete beams, columns and corbels with: 1 SIKAdur 35, Hi -Mod LV epoxy resin mortar PAGE ❑3❑ 1 3❑-4 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.C❑M �•� CIVIL -STRUCTURAL - MARINE ENGINEERS, LLC 2 Seal ports and cracks with SIKAdur 31, Hi -Mod Gel, or SIKAdur 33. 3 Simpson Strong Tie ETI Epoxy Injection System (I END OF SECTION 03350 PAGE 030130-S CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 •.WWW.CSMENSINEERS.COM rA CIVIL - STRUCTURAL- MARINE F ENGINEERS, LLC (� SECTION - 039101 CORROSION INHIBITOR TREATMENT PARTI GENERAL 1.1 SUMMARY A Section Includes: 1 Surface applied concrete steel reinforcement corrosion inhibitor: 2 Extended written warranty. 1.2 SUBMITTALS . A Comply with Section 0 13 00, unless otherwise indicated. 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 Field Quality Control Submittals as specified in Part 3. 4 Manufacturer's field reports. 1.3 QUALITY ASSURANCE A Manufacturer's Qualification: Not less than 5 years experience in the actual production. of specified products. B Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required for this Project, plus the following: I Acceptable to or licensed by manufacturer. 2 Not less than 3 years experience with systems. 3 Successfully completed not less than 5 comparable scale projects using this system. C Product Qualifications: The corrosion inhibitor shall conform to the following characteristics: 1 Color: Slightly amber (fugitive dye may be added) 2 Density: 7.3 to 7.4 lbs/gallon 3 Nitrite content: less than 1% 4 Chloride content: less than 20 ppm 5 pH: 6.5 to 8 6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal concrete relative humidity of 75% or greater. . 7 Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack slab black bars subjected to 48'weeks of cyclic salt water poilding. 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. PAGE 039101-1 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.C❑M l CIVIL- STRUCTURAL- MARINE H, ENGINEERS, LL:C D Regulatory Requirements: Products shall comply with State and local regulations concerning AIM (Architectural, Industrial and Maintenance) coatings regarding Volatile Organic Content (VOC). 1.4 DELIVERY STORAGE AND HANDLING A Packing and Shipping: Deliver products in original unopened packaging with legible manufacturer's identification. B Storage and Protection: Comply with manufacturer's recommendations. 1.5 PROJECT CONDITIONS A Environmental Requirements: 1 Maintain ambient temperature above 40 degrees F during and 24 hours after installation. 2 Do not proceed with application on materials if ice or frost is covering the substrate. 3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F. 4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after application. 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 relate 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/=2 for the life. of the warranty period.. B The Corrosion Inhibitor Manufacturer shall be responsible for providing labor and material to retreat areas of the structure that does not comply with the warranty requirements. PART 2 PRODUCTS 2.1 MATERIALS A Inhibitor shall be ready -to -use, non -water -borne, surface applied product manufactured in an ISO 9002 certified facility, meeting or exceeding the physical and performance characteristics of the following approved product: 1 ProtectosilO CIT- Degussa A&S Division 1-800-828-0919. 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: PAGE 0391 ❑ 1 -2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL - STRUCTURAL - MARINE P_f IM L7vzz� ENGINEERS, LLC 1 Unless inhibitor does not effect 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, 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 the 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 to 100 ftz/gallon in two or three equal coats with a minimum one hour dry time between coats. C Follow manufacturer's recommendations concerning protection of glass, metal and other non- porous substrates. Contractor will be responsible to clean all surfaces that are contaminated by the corrosion inhibitor. D Follow manufacturer's recommendation concerning protection of plants, grass and other vegetation. Contractor will be responsible for replacing all plants, grass or vegetation damaged by the corrosion inhibitor. 3.5 CLEANING A As Work Progresses: Clean spillage and overspray from adjacent surfaces using materials and methods as recommended by corrosion inhibitor manufacturer. B Remove protective coverings from adjacent surfaces when no longer needed. 3.6 COMPLETION A Work that does not conform to specified requirements shall be corrected and/or replaced as directed by the Owners Representative at contractor's expense without extension of time. END OF SECTION PAGE 0391 ❑ 1 -3 CSM ENGINEERS, LLC 1 B3 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM H_ CIVIL- STRUCTURAL- MARINE u7;i1m 2: M ENGINEERS, LLC SECTION - 071813 SONOGUARD / SONOSHIELD 580 PLUS/ 595 PEDESTRIAN HYBRID 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 decorative Deck Coating System is composed of a flexible and breathable colored background coating based on acrylic resins and aggregate with a colored -quartz -filled cementitious decorative top coat sealed with a 100% acrylic solvent -based concrete curing and sealing compound. D. The waterproofing system consists of the following components: 1. SONOGUARD BASE COAT, a one component, moisture -curing. polyurethane. 2. SONOGUARD TOP COAT, a one component aliphatic moisture -curing polyurethane. E. 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. PAGE 071813-1 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PH❑NE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.C❑M CIVIL -STRUCTURAL -MARINE (L' � Tt� M M l _ ENGINEERS, LLC 13. UL Class A Fire rating. F. 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): 1 mg lost — system passes. Maximum loss: 50 mg. 5. Crack bridging (1,000 cycles): System passes. G. The Sonoshield Decorative Coating system components consist of 1. SONOSHIELD 580 PLUS DC flexible and breathable colored background coating based on acrylic resins and aggregate 2. SONOSHIELD 595 DC colored quartz -filled cementitious decorative top coat. 3. ACRYSEAL HS 100% acrylic solvent -based concrete curing and sealing compound. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's technical bulletins and MSDS on each product. B. Quality Control Submittals: L. Provide protection plan of surrounding areas and non -work surfaces. i 1.4 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer Qualifications: Company with minimum 15 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 5 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 5 projects of similar size and complexity to specified Work. B. Field Sample: 1. Install at Project site or pre -selected area of building an area for field sample. a. Provide mockup of at least 100 square feet (9.3 sm) 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. PAGE 071 81 3-2 CSM ENGINEERS, LLC • 1 83 SW M❑NTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-46133 • WWW.CSMEN13INEERS.C❑M K CIVIL -STRUCTURAL -MARINE H M ENGINEERS, LLC 4. Do not alter, move, or destroy field sample until Work is completed and approved by Architect. f� 5. Obtain Architect'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. i B. Deliver materials in . manufacturer's original, unopened, undamaged containers with identification labels intact. i 1.6 PROJECT CONDITIONS A. Environmental Requirements: 1. Minimum application temperature is 50 degrees F and rising. 2. Do not apply in rain or when rain is expected within 24 hours. Do not apply above 90 degrees F or when temperatures are expected to fall below 50 degrees F within 24 hours. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products from the following manufacturer: 1. BASF Building Systems 889 Valley Park Drive Shakopee, MN 55379 Customer Service: 800- 433-9517 Technical Service: 800-243-6739 Direct Phone: 952-496-6000 Internet: www.BASFbuildingsystems.com I 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. Architect will be sole judge of appropriateness of substitutions. 2.2 MATERIALS i A. Acceptable Product: 1. Base Coat: Sonoguard Base Coat. 2. Top Coat: Sonoguard Top Coat. 3. Aggregate: Sonoguard Aggregate or equal. 4. Cementitious and epoxy patching materials: BASF Building Systems Repair mortar and Epoxies. PAGE 071 81 3-3 CSM ENGINEERS, •LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL -STRUCTURAL-MARINE 7 E7: :-,-, �51 ENGINEERS, LLC 5. Sealant primer: Sonneborn Primer 733. 6. Sealant: Sonneborn SL-2 or Sonneborn Ultra. 7. Deep joint sealant: Sonnebom SL-2 or Sonneborn NP-2. 8. Sonoshield 580 PLUS DC 9. Sonoshield 595 DC 10. Acryseal HS PART 3 - EXECUTION 3.1 EXAMINATION 1 3.2 SURFACE PREPARATION 1 A. Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants. lB. 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 3,000 psi (21 MPa).and be cured for a minimum of 28 days or 80 percent of design strength. C. Mechanically prepare substrate to remove previous coatings, laitance, and miscellaneous surface contamination. Shotblast surface to profile equal to International Concrete Repair Institutes CSP 3. f 1. Roughen or brush blast 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. PAGE 071813-4 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-46133 • WWW.CSMENSINEERS.C❑M - CIVIL -STRUCTURAL -MARINE �I pr< .mot ENGINEERS, LLC [ 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 system. 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 80s ft./ al. of to coat. Immediately back roll to level the coating and PP Y ( q• g) P Y g 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 top coat. Allow to cure over night. C. Remove all loose aggregate by sweeping or vacuuming the surface the next day 3.5 SONOSHIELD 580/595 DECORATIVE SYSTEM A. Apply Sonoshield 580 PLUS Acrylic-emulsiori based colored bond coat following product data guide recommendations. B. Apply Sonoshield 595 colored -quartz -filled cementitious decorative top coat following product data guide recommendations. C. Apply Acryseal HS following product data guide recommendations. i 3.6 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 PAGE 071 81 3-5 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL- STRUCTURAL- MARINE av m� ENGINEERS, LLC SECTION 081373 ALUMINUM - SLIDING GLASS DOORS PART1 GENERAL 1.01 Submittals A Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions. 1 Submit copy of current Miami -Dade County Department of Product Approval - "Notice of Acceptance". 2 Shop Drawings: Submit Shop Drawings showing floor plans, elevations, sections, full- size details with dimensions and sizes of all framing members, Details to include, but are not limited to, construction of adjacent Work, air and vapor seal with adjacent construction, component anchorage and locations, anchor methods, shim methods and materials, hardware; and installation details. Shop Drawings shall be signed and sealed by a Professional Engineer licensed in the State of Florida. All dimensions shall be field - verified prior to fabrication. 3 Structural Calculations: Shall be prepared by a licensed Engineer in the State of Florida and shall include: a Conformance with ASCE 7 or wind -load analysis. b Section properties of framing members. c Analysis for framing members. d Fastener and Anchor Analysis. e Analysis of glass thickness. f Analysis of stress in structural silicone. 4 Samples for Verification: For Aluminum Sliding Glass Door components required submit Manufacturer's standard to illustrate door construction, glass, glazing, and color. The Engineer reserves the right to require additional samples which show fabrication techniques, workmanship, and design of hardware and accessories. 5 Flashing system. Submit flashing details to Engineer for approval. B Window and Door Frame Description: Drawings indicate size, profiles, and dimensional requirements of Aluminum Windows and are based on the specific system indicated. C Compliance with Wind and Load Requirements: Window and Door members shall be designed and sized to withstand dead loads caused by pressure and suction of wind and shall comply with structural performance, air infiltration, and water penetration requirements per Florida Building Code, and Miami -Dade County Product Approval Requirements. 1.02 Warranty A Submit written agreement for Aluminum Windows and Doors on Manufacturer's Standard Form,.signed by Manufacturer, Installer, and Contractor, agreeing to repair or replace defective parts and components that do not comply with referenced Quality Standards. 1 Warranty Period: To be determined under Contract in accordance with State of Florida Statute Article 718-203 from Date of Substantial Completion. 2 Warranty Period: Three (3) years from Date of Substantial Completion. 3 Warranty Period for Metal Finishes: Five (5) years from Date of Substantial Completion. 4 Warranty Period for Glass: Five (5) years from Date of Substantial Completion PART 2 PRODUCTS 2.01 Manufacturers PAGE ❑B 1 373- 1 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-460 1 FAX (772) 2213-4603 • WWW.CSMENr.INEERS.COM. CIVIL- STRUCTURAL - MARINE ENGINEERS, LLC A Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1 PGT 2 Southeastern Door Company 3 Windoor 4 Continental Glass Systems B Substitutions: 1 Engineer will consider Substitutions for Brand Name Products Specified provided Projects proposed are in compliance with Requirements of Specifications and are equal to or better than approved Product. 2 Engineer reserves right to reject any Product which, in this opinion, will not produce quality of Work specified herein. 2.02 Frame and Window Unit Materials, General A Weather -Stripping:. Shall be double weather-stripping of water-resistant polypropylene pile and virgin PVC vinyl in strict accordance with Miami -Dade County Product Approval. B Anchorage of Frames at Jambs, Heads, Sills, and Mullions: Shall comply with local building department requirements and shall have Drawings prepared by a Professional Engineer Licensed in the State of Florida. C Clips, and Accessories: Provide clips, and Aluminum -Framed Window accessories of non- magnetic stainless -steel, AISI Type 302, of strength to withstand design pressure indicated. D Shims: shall be metal or plastic only. 2.03 Glass and Glazing Materials A The drawings shall indicate the specific glazing for this project. 1 Laminated Tinted Glass shall have a PVB interlayer as tested by Miami=Dade County Product Approval, total thickness to be determined by structural calculations. 2 Exterior Glass Affecting Marine Turtle Protection: Shall comply with requirements of FS 161.163 and Chapter 62B-55.006 of the "Florida Administrative Code" and shall possess a Visible Light Transmittance of forty -five -percent (45%) or less. B Glazing Standards: 1 Glass is to be gray tinted, with 20 year non prorated warrantee. Glass to have a shading coefficient of 0.53, thickness and strength per Miami -Dade County Product Approval. 2.04 Fabrication A General: Fabricate aluminum windows ands doors, in sizes indicated, that comply with AAMA / NWWDA 101I.S.2 for performance class and performance grade indicated. Include a complete system assembling components and anchoring windows. B Fabricate Aluminum Door frames with reinforced corners and joints. Frame shall have internal reinforcement as required for structural rigidity. Members shall be designed and sized to withstand dead -loads caused by pressure and suction of wind. C Fabricate windows and sliding glass door panels to produce units that are reglazable without dismantling sash framing. Provide openings and mortises precut, where possible, to receive hardware and other items. D Complete fabrication, assembly, finishing, hardware application, and other work to the maximum extent possible before shipment. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 2.05 Finish on Aluminum Extrusions: PAGE 081 373-2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-460 1 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM as i �I CIVIL- STRUCTURAL- MARINE H. ENGINEERS, LLC A Application: On clean extrusions free from serious surface blemishes on exposed surfaces visible when installed product's operating vents are closed. B Coating: High performance finishes, PPG Duranar, AAMA 2604 in standard or bronze or any custom color selected by the engineer. PART 3 EXECUTION 3.01 Examination A Contractor is to verify all field dimensions. B Examine openings, substrates, structural support, anchorage, and conditions, with Installer present for compliance with requirements -for installation tolerance; rough opening dimensions; levelness of sill plate; coordination with wall flashings, vapor retarders, and other built-in components; operational clearances; and other conditions affecting performance of work. 1 Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris.. 2 Metal Surfaces: Dry, clean, and free of grease, oil, dirt, rust, corrosion, and welding slag; without sharp edges or offsets at joints. C Verify that rough openings are correctly sized and located. Openings, substrates, structural support, anchorage, and conditions with Installer present shall be examined for compliance with requirements for installation tolerances, rough -opening dimensions, levelness of sill - plate, coordination with wall flashings, vapor retarders and other built-in component, operational clearances, and other conditions affecting performance of Work. 1 Should conditions require, Contractor shall submit a written report to the Engineer/Owner detailing conditions which may adversely affect the Installation. D Prepare opening to permit correct installation of frame and achievement of continuity of air and vapor -barrier seal: E Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 Installation A General: Comply with Manufacturer's Written Instructions for installing doors, hardware, accessories, and other components, Drawings, Shop Drawings, install in compliance with ASTM E 2212-01 (Standard Practice for Installation of Exterior Windows, Doors, and Skylights), and as specified, with skilled craftsmen who have demonstrated a successful history of installing doors for more than four years. B Provide flashing system. Approved products include: 1 BEI Liquid Flashing System 2 STO Gold Flashing System C Install doors level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. Should conditions require, Contractor shall submit a written report to the Owner detailing conditions which may adversely affect the installation. D Set sill members in full bed of sealant, for weather -tight construction on all four (4) sides of the doors. E Install doors and components to drain condensation, water penetrating joints, and moisture migrating within doors to the exterior. F Metal Protection: Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in "Dissimilar Materials" Paragraph in Appendix B in AAMA / NWWDA 101/I.S.2. PAGE 081373-3 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM �e I ._J J1 CIVIL STRUCTURAL -MARINE E Z M �' .- ENGINEERS, LLC G Install perimeter type sealant, backing materials, and installation requirement in accordance with manufacturer's recommendations, wipe off excess and leave exposed sealant clean and smooth. 3.03 Adjusting A Clean aluminium surfaces promptly after installing windows. Avoid damaging protective coatings and finishes. Remove excess glazing and sealing compounds, dirt, and other substances. B Remove and replace glass that is broken, chipped, cracked, abraded, or damaged during construction period including natural causes, accidents, and/or vandalism. 3.04 Protection and Cleaning A Protect glass surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor glass surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances contact door surfaces, remove contaminants immediately according to Manufacturer's Written Recommendations. B 'Clean Aluminum surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess -sealants, glazing materials, dirt, and other substances. C Clean factory -glazed glass immediately after installing windows. Comply with Manufacturer's Written'Recommendations for final cleaning and maintenance.. Remove non- permanent labels and clean surfaces. D Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. E General Contractor shall install "Blue Max" to exposed surfaces of glass, metal frames, etc. immediately following installation of Aluminum Window assembly. F Institute and maintain protective measures and other precautions required through remainder of constriction period to ensure that, except for normal weathering, windows will be without damage or deterioration at the time of Substantial Completion. END OF SECTION 081373 PAGE ❑S 1 373-4 CSM ENGINEERS, LLC 183 SW M❑NTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM �..� TECHNICAL k, �IICRII\ PrepareIDELINES -GU.. d by the Technical Guidelines Committee of ICRI January 1996 (re -issued March 1995) Guide for Surface -Preparation for the Repair. of Deteriorated. Concrete. Resulting from Reinforcing -Steel -Corrosion Guideline -No. 03730 - __..._.--- Copyright © 1996 International Concrete Repair Institute 915 CONCRETE REPAIR MANUAL f� Technical Guidelines Committee Committee members ,during the; preparation Peter H. Emmons,*1'Ch.airman:`; on Gard onio Structural preservation Systems, Inc. F'ad:ca:Construction, In'�e'. Baltimore, Maryland -.--Maidstone- Ontario; Canada::, Kermit D. Bright Robert Tracy Structural Engineering Associates Tracy Restoration Engineers Kansas City, Missouri Ann Arbor, Michigan ...... . ... . Jack A. Morrow Structural Preservation Systems, Inc. Jamor Engineering Baltimore, Maryland Calgary, AB, Canada Tom Kline ........ Ken Cozen Structural PreservationSystems Gilberts, Illinois NTH Consultants, —Ltd—. — - ------ ------Fqr-mington-Hillsj Michigan I SURFACE: PREPARATION GUIDE ' Introduction R This .document is the result of -a process of distribution, commentary, and.revision by the Technical Guidelines Com- mittee and the membership of the International Concrete. Repair Institute. It was submitted to the voting members oftlie Associa- tion for approval on August 1,A989 and approved by over 95% of the respondents. . = Several of the comments of the voting members both from _those who voted for approval- and those -who voted again 9t,._ approval, are worth noting and are reprinted below. • Even though a guideline, exists for determining the amount of allowable corrosion before. replacing, or supplementing a rebar, it is always wise to consult a structural. engineer if any corrosion exists..;:,.,'. • Special caution should be taken to locate and avoid buried electrical conduits or ppbst-tensioning tendons when perform- ing removals. Cutting into either can be 'a life threatening situation. N • 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, begreater_than.the-1k2_in,�- - _ _ (13 mm) 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 repair contractor. It is not intended to relieve the professional engineer or designer of any responsibility for the specification of concrete repair meth- ods, materials or practices. While we believe the information contained herein represents the proper means to achieve quality results, the International Concrete Repair Institute must dis- claim any liability or responsibility to those who may choose to rely on all or any part of this guideline. 918 CONCRETEREPAIR MANUAL RemovalGeometry _ _ _ on! Beforestartin removals review effect --Cauti- _ _ _ _ of removals on structural integrity. Provide shoe- -ink of member as necessary: Particular care shall be exercised at slab/beam connections to col_' umns.. - , Section Elevation MOM 2 Beam or " x Rib J �. y � apx Elevation Suction `h S L_) =; 71 --- -------- - ---- --- — -- -- -, E _ -- -- - - Column -- - ------ ._.. — ------ - - -: p • o: Co er m - JIIIt "r1t Slab or Wail - ---- Partial -Depth '4-JFmy �... • r •.._ •• • ............ ...........• .—---...._.................... ........................... Slab or Wall Full Depth ........... i 91.9 SURFACE "PREPARATION GUIDE ,-.!.Exposing and Undercutting of Reinforcing Steel .,,-.These details are applicable to horizontal, vertical, and over - ad locations. They are also applicable to removal by hydro- .mo ition, hydro -milling, and electric, pneumatic or hydraulic ;pact , breakers. VIC Remove loose or delaminated concrete abov'e cor- coded reinfbrcipg,,§teeI. Once initial -Iremovals are made, proceed with ---the dercutting of all exposed corroded bars. Undercutting :will provide clearance for under bar cleaning andfJlfbar ...Circumference bonding to surrounding concrete and will secure the repair structurally.- Pro-vide,minimufii 3/4. inch (19 mn)clearance between exposed iebarsand surround- mgconcrete or 1/4 inch 6 -mm) larger than the largest aggregate in rep air material, -whichever is greater. Concrete removals shall ektendalong the bars to loca= 3 - tions along the bar free of bond inhibiting corrosion, and .L_ where the bar is well bonded to: surrounding concrete— Ifnon-corroded reinforcing steel is exposed duringthe 7i�ndercutting process, care shall be taken not to damage .`_'the bar's bond to surrounding concrete. If bond between bar and concrete is broken, undercutting of the bar shall be required; Any reinforcement which is loose shall.be secured in lace btyi apng to other secured bars or by,other approved y MIAMI•DWDE N{ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA South Eastern Door Company 1505 Commerce Lane P.O. Box 794 Jupiter, FL 33458 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or, material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance; if it is determined by Miami -Dade County Product Control .Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Aluminum Sliding Glass Door -LMI APPROVAL DOCUMENT: Drawing No. 05-284r1, titled "Atlas Plus -Impact Series Model 5000 Aluminum Sliding Glass Door", sheets 1 through 5 of 5, prepared by EngCo. Inc., dated 08/15/06 and last revised on Oct. 25, 2006, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been.a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0913.03 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. / The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 08-0514.09 Expiration Date: June 26, 2013 Approval Date: July 03, 2008 Page 1 6, �J South Eastern Door Company I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED PA. DRAWINGS (transferred from file # 05-0913.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. 05-284r1, titled "Atlas Plus Impact Series Model 5000 Aluminum Sliding Glass Door", sheets 1 through 5 of 5, prepared by EngCo. Inc., dated 08/15/06 and last revised on Oct. 25, 2006, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS (transferred from file # 05-0913.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0909-01 dated 9M01, HTL 0151-1105-01 dated 12/12/01, HTL 0151-1209-02 dated 12/12/02 and HTL 0151-0305-06 dated 06/26/2006, all signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS (transferred from file # 05-0913.03) 1. Anchor verification calculation, complying w/ FBC 2004, prepared by EngCo. Inc., dated 09/09/05 and last revised on Oct. 25, 2006, signed and sealed by Pedro De Figueiredo, P.E. 2. Glazing complies with ASTME-1300-98 & -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. Dupont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. F. STATEMENTS (transferred from file # 05-09.13.03) 1. Statement letter of compliance w/ FBC-2004, signed by dated 09/05/06, signed and sealed by Pedro De Figueiredo, P.E. 2. Statement letter of compliance and of no financial interest, dated 09/05/06, signed and sealed by Pedro De Figueiredo, P.E. G. OTHER 1. This NOA renews # 05-0913.03, expiring June 26, 2008, 2. Request for renewal with no change, issued by Southeastern Door Company, signed by William T. Weizer. J,- IshA I. Chanda, P. E. Product Control Examiner NOA No 08-0514.09 Expiration Date: June 26, 2013 Approval Date: July 03, 2008 E-1 INDEX: SHEET 1 of 5 - GENERAL NOTES, DESIGN RATING AND DOOR COMPONENTS SHEET 2 of 5 - GLAZING ➢ETAIL, BILL OF MATERIALS SHEET 3 of 5 - TYPICAL DOOR ELEVATION, FRAMING ANCHORAGE SHEET 4 of 5 - SECTION DETAILS SHEET 5 of 5 - DOOR & FRAMING ASSEMBLY AND HARDWARE GENERAL NOTES: 1- CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 ED.. 2- DEFINITION+ THIS PRODUCT IS AN ALUMINUM LARGE MISSILE IMPACT RESISTANT SLIDING GLASS DOOR. PRODUCT CAN BE USED AT ANY ELEVATION WITHOUT HURRICANE PROTECTION SHUTTERS. 3- POSTINGS 'ATLAS PLUS - LARGE MISSILE IMPACT SERIES ALUMINUM SLIDING GLASS DOORS SOUTH EASTERN DOOR COMPANY JUPITER - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS, THE DESIGNED LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE 'CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIAL- ALL ALUMINUM PARTS TO BE 6063-T6 ALLOY OR AS NOTED AND GLAZING TO BE LAMINATED GLASS AS PER SHEET 2 OF 5 AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. 7- USE- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING+ 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3'L INCREASE IN ALLOWABLE LOADS HAVE NOTH�pVE_N T BEE USED YIIL�EN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD SCREWS WITH 1.6 INCREASE FOR WIND LOAD ➢URATION HAVE BEEN USED. DOOR ALLOWABLE DESIGNED PRESSURES +70, -70 PSF W/ SILL ADAPTOR ITEM U6 OR 3.25' THREE TRACK SILL OR INSTALLATION AS PER ILLUSTRATION 'Z' +50, -70 PSF W/OUT SILL ADAPTOR ITEM 06 OR 2' THREE TRACK SILL MISSILE IMPACT ..92 noe 0„ a _g 12B ]2e 12B� 1- THREE TRACK JAMB ALLOY- 6063-T6 P-F azs 2- THREE TRACK HEADER ALLOY- 6063-T6 FT L- L 1i LI, L lr� sz9 ..ro _1 3- 3.25' THREE TRACK SILL ALLOY- 6063-1-6 sz9 1i.ro all 3A- 2' THREE TRACK SILL ALLOY. 6063-T6 ILLUSTRATION 'Z' OVERHANG MUST BE GREATER OR EQUAL TO FLOOR TO CEILING DIM, o� oz OVERHANG OJ U O.V. DOOR COMPONENTS X- ATLAS INTERLOCK ALLOY, 6063-T6 a �T 20- ATLAS INTERLOCK REINFORCEMENT 6063-T6 p�pp �3D0� naD au 7- ATLAS DOOR ASTRAGAL ALLOY- 6063-T6 0.90 3]2 a 0.13 N a17 6- SILL ADAPTER ALLOY- 6063-T6 FOR USE VITR SILL 3A IN AREAS WHERE THE DOOR DESIGN IS NOT LIMITED BY WATER INFILTRATION (SEE ILLUSTRATION Z), USE +70 PSF FOR POSITIVE. PRESSURE WITHOUT SILL ADAPTER PART N6. 13- GLAZING GASKET E[TRUDED PVC 73 A MID MR 1 11`E GtMET PARTO 992 Z, BY TENT PLASTICS, IIG zsD ast DD]6 L]z _ d 9- DOOR END RAIL ALLOY- 6063-T6 MANUFACTURER: EASTERN ...DOOR COMPANY 114 a79 1505 COMMERCE LANE, DieP. 0. BOX 794 JUPITER, FLORIDA r 33458 I PHONE+ (561) 746-5493 a>9 FAX, (561) 575-1826 & PRODUCT: 0DB ATLAS . PLUS Impact Series x L MODEL 5000 ALUMINUM SLIDING GLASS °ais DOOR 5- 130OR TOP RAIL Engineering: ALLOY+ 6063-T6 ONLY ON OPERABLE PANELS T.ETTq(gLI +/ur. ass n]5.- CA 8116 6971 W. SUNRISE BLVD. 104 IFAX.- PLANTATION, FL. 33313 TEL. - (954) 585-0304 o $ (954) 565-0305 n13 M T 0 — aes B- DOOR BOTTOM RAIL ALLOY, 6063-T6 atD I— e a7o 11- GLAZING ADAPTER ALLOY- 6063-T5 n1926Cr FAV19Q0 I met wIN iie 61°eiie 3- D.te 12- OPTIONAL SNAP COVERbb+ ALLOY, 6063-T6 OCT 2 2006 Engineer Seal Pedro De Flgusiredo PE 52609 IDate: 08/15/06 Scale: NA Design by: PPMF PRODUCT RENEWBU . B uidl g Cede ith the PlBlida AmptR N e vaV .G5' Et�iredon Dat) 2 /3 Drawing Number 05-284r1 Sheet 1 of 5 GLAZING DETAIL 1/4' HS GLASS JI'/4' DUPONT SENTRYGLAS INTERLAYER HS GLASS LAMINATED IMPACT GLASS (13) GLAZING GASKET �m� MAXIMUM DLO: OUTSIDE INSI➢E 42 1/8 X 100 GLAZING ADAPTOR SLIDE IN PLACE AND SECURED WITH #IOXI 1/2 SS FH LOCATED 1' FROM EACH END AND SPACED NO MORE THAN 24.00 OUTSIDE CORNERS TO BE SEALED WITH CRL SILICONE. 1 /-(13) GLAZING GASKET IMPACT GLASS INSIDE 'GLA= BILE L4• BILL OF MATERIALSI # 1 DESCRIPTION THREE TRACK JAMB MATERIAL SUPPLIER 2 .THREE TRACK HEADER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 3 THREE TRACK SILL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 4 ATLAS INTERLOCK ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 5 DOOR TOP RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 6 SILL ADAPTER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL ALUMINUM 6063-TG ALUMINUM 6063-T6 SOUTHEASTERN SOUTHEASTERN DOOR DOOR COMPANY COMPANY 8 9 DOOR BOTTOM RAIL DOOR END RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 10 1/4' PILE WEATHER-STRIP ALUMINUM 6063-T6 PILE V31255BNG SOUTHEASTERN ULTRAFAB DOOR COMPANY 11 12 GLAZING ADAPTER OPTIONAL SNAP COVER ALUMINUM 6063-T5 SOUTHEASTERN DOOR COMPANY 13 GLAZING GASKET ALUMINUM 6063-TS SOUTHEASTERN DOOR COMPANY 14 3/16' PILE WEATHER-STRIP EXTRUDED VINYL PILE W3426BNG TEAM PLASTIC ULTRAFAB IS 16 290X.242 BULB VINYL 3/16' PILE WEATHER-STRIP TEAM PLASTICS # 191 TEAM PLASTIC 17 18A 1 I1/16' DIAM. ROLLER PILE W31155BNG ROLLER #P155SS ULTRAFAB SAUNDERS ENGINEERING CORP. I ALTERNATE DEADLOCK DEADLOCK SERIES MS1847 ADAMS RITE 19A ALTERNATE LATCH STRIKE PLATE GEMINI MULTIPOINT LATCH MS1847 BSI HARDWARE ADAMS RITE 19 20 LATCH PLATE ATLAS INTERLOCK REINF.(FULL LENGTH) GEMINI ALUMINUM 6063-T6 BSI HARDWARE SOUTHEASTERN DOOR COMPANY MANUFACTURER: EASTERN 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 PRODUCT: ATLAS PLUS Impact Series MODEL 5000 ALUMINUM SLIDING GLASS DOOR Engineering: +.Err�L2� Jxtr. CA 8116 6971 W. SUNRISE BLVD. ID4- PLANTATION, FL. 33313 TEL-: (954) 585-0304 FAX.: (954) 585-0305 OCT12006 Enginear Seal Pedro De Figualredo PE 52609 Date: 08/15/06 Scale: NA Design by: PPMF PR60UCTWWLW® m wm Ag4briEY PRODUC717RENEWED as complying with the Florida ��8 Bowing Cede ,W Aceept.eee Ne -GSA. EapintlooMu� 'E?G?ol3 Drawing. Nufnber 05-284rl Sheet 2 of 5 ATLAS SERIES — 5000 MODELS — TYPICAL ELEVATIONS AND ANCHORAGE SPACING 192' MAX. DOOR FINISHED WIDTH 411' MAX, ➢M 48' MAX. DM 48' MAX. C�E)T_ (DOOR MODULE)(DOOR MODULE)48' MA%. L _(DOOR MOD(DOOR MODULE) ' HEADER pppNCHACE TWp ROWS STA TING AT 6' FRHE NDS ANO 6 EVENIjY SPACED AT 2q' pC F❑ ANCHOR TYPE A, B OR D AND 16. 0 FOR ICHOR TYPE C 6 T N � qi C3 u = W r o Ga U Z ai a=> U 5 0 ' z a W or X X E-- -� X 4 3 o� Zap X 4 or 0 a > 0 X C3 A O] O iV a TI 2 �16I ANCHOR TYPEA 24.00 INTO TWO ROWS (INTO CONCRETE ONLY) 6 96' MAX. DOOR FINISHED WIDTH 48' MAX. DM 48' MAX. DM CDOOR MODULE) (DOOR MODULE) SAME 6 PER �AHOVENE EV TIONS 6 ^ 3a u DLO MAX, 42 1/8' / W } / q U Z O 0 ci amj 3A �Z �aW or XF Zap X 4 U J a o q a 2 ANCHOR TYPE A 6 24.00 INTO TWO ROWS—.-I6 (— (INTO CONCRETE ONLY) - 111 -A. LUUK t INISHED WIDTH 48' MAX. DM 48, MAX. DM 48' MAX. DM (DOOR MODULE) (DOOR MODULE) HEADER TWO ROWS STARTIN AT 6' FROM (DOOR MEIDLILE)TANDI61 THEEVENLY SPACED 24' OC CHOR TYPE A, H OR� ➢ 6 CC: FOR AN HEIR TYIjIE C c u 3 _ xqa u o rn DLO MAX. 42 1/8' U 5 0 W or XF17 or 3 I� zaf X 4 a 2 2 —i6 NOT SHOWN ALTERNATE CONFIGURATIONS 3 PANELS - XXX - FW<=144' ,4 PANELS - XXXO, XXY.X - FW(= 192' 5 PANELS - XXXXX OXXXII - FW(= 192, 6 PANELS - XXXXXX OXXXXO - FW(= 192' 24'OC-INT12 TWO ROVS (INTO CONCRETE ONLY) PRBBUCT REVL^i&D trouyldyl.g"ft tls f1mita 4L,21-S'03 =+nowdeaw . czc 70►% 4 ! 0. owda ANCHOR TYPES: A- 1/4' TAPCON BY ELCO WITH 1 3/4' MIN. EMBEDMENT INTO 3320 psi CONCRETE B- 1/4' TAPCON BY ELCO WITH 1 '1/4' MIN. EMBEDMENT INT❑ 3320 psi CONCRETE C- 1/4' TAPCON BY ELCO WITH 1 1/2' MIN. EMBEDMENT INTO PT WOOD (SG=.55) D- 1/4-14 SELF DRILLING GRADE 5 SCREWS INTO 1/8' MIN. A36 STEEL Mnrcc I- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. MINIHUH EDGE DISTANCE <E.D.) 2- TAPCONS WITH FLAT, HEX AND/OR PAN HEADS CAN BE USED, H A B 2 1/2' C I' D 3/B MANUFACTURER: ffl-EISOUTH EASTERN WnuMusn C00OR --IA3I Aa'f 1505 COMMERCE LANE, P.O. Box 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 PRODUCT: ATLAS PLUS Impact Series MODEL 5000 ALUMINUM SLIDING GLASS DOOR Engineering: +ExtC2u Jrrr. CA 8116 6971 W. -SUNRISE BLVD. 104 PLANTATION, FL. 33313 TEL.: (954) 585-0304 FAX. + (954) 585-0305 OCT 2 2006 Enginaer Seol Pedro De Flgueiredo PE 52609 Date: 08/ 15/06 Scale: NA Design by: PPMF PRODUCT RENEW® ro —Plying wf the lwda 8uidi., Cale AR+cPtaace Napq FsWndw Dalre uuEZ 1�/3 By �SGQ !• C�iSNi! OM*ba Drawing Number 05-284r1 Sheet 3 of 5 HEADER t----(,0.--i TWD ROWS OF ANCHOR STARTING AT 6' FROM THE 1 ENDS AND EVENLY SPACED AT 24' OC FOR' ANCHOR TYPE A, B OR ➢ 3' 16' OC FOR ANCHOR TYPE C ----MAX. 1/4- SHIM TYPICAL PERIMETER ( 2 SEALANT VULKEM 116 POLYURETHANE j" rl 16 TWO ROWS OF ANCHOR TYPE A. B, C OR D OPTIONAL 5 STARTING AT 6' FROM THE SCREEN�Ji ENDS AND SPACED 16'-OC DOOR J OUTSIDE 1F FFT1 INSIDE c J 1 I LL i 6 - SILL ADAPTER REOUIRED i ON TRACK 3A FOR POSITIVE 6� �1T �7CiI� I7{�J'j DESIGNED PRESSURES GREATER (r 'J �; u B U THAN -50 PSF UP TO 70 PSF B 10-1 �� '� SILL ADAPTOR APPLIED WITH 3 ` ° A CLEAR CR LAURENCE SILICONE 3A `�, i BETWEEN TRACK AND ADAPTOR <.• SILL TRACK TO BE SET ON BEAD O -� '� i•" OF SEALANT OR BASE OF HIGH QUALITY NON -SHRINK GROUT SILL -- i,1 Z —, - V JAMB FIXED STILE MANUFACTURER: JAMB LOCK STILE OPERABLE � S 0 UTH TYPICAL PERIMETER SEALANT 3A ANCHORAGE SAME EASTERN VULKEM ll6 POLYURETHANE MAX. I/4' SHIM rAS DETAIL 3 1 DOOA COMPANY u�„mxwmn cvs�.a..n.mCu Srsyt 1 OPTIONAL 1 SCREEN DOOR /-OPTIONAL / SCREEN DOOR 1505 COMMERCE LANE, P.O. BOX 794 f --====-=1"----- _ y ill L I ,f---'==-_�- ---- JUPITER, FLORIDA �L--_____ � 33458 PHONE: (561) 746-5493 --- ___ sy 9 OUTSIDE 9 FAX: (561) 575-1B26 12 FIXED 16 PRODUCT: 9 OUTSIDE 15 ATLAS PLUS INSIDE Impact Series . 12 18/19 MODEL 5000 78A/19A ALUMINUM SLIDING GLASS INSIDE _ DOOR 15 7r 4 PER DOOR PANEL Engineering: 010-16x1' PHSMS KIT4(gor .3 r. EVENLY SPACED CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION, FL. 33313 TEL.: C954) 585-D304 ANCHOR TYPES' A- 1/4' TAPCON BY ELCO WITH 1 3/4' MIN, EMBEDMENT INTO 3320 psi CONCRETE B- 1/4' TAPCON BY ELCO WITH 1 1/4' MIN. EMBEDMENT INTO 3320 psi CONCRETE C- 1/4' TAPCON BY ELCO WITH 1 1/2' MIN. EMBEDMENT INTO PT WOOD (SG=,55) D- 1/4-14 SELF DRILLING GRADE 5 SCREWS INTO 1/8' MIN. A36 STEEL FAX.: (954) 565-0305 OCT 2�5 2006 Engineer Seat Ped'o On Fgueiredo PE S2609 TWO ROWS OF TYPE A ANCHOR O YhplmdoaDaft Tw/i�e2.Gr7.o13 Odle: 08/15/06 STARTING 6' FROM THE ENDS /-010-16xl' PHSMS ls(,<a ' }+A Scale: NA AND SPACED 24' OC / SPACED AT 16'OC BY. LL, INTERLOCK Oed"` S Design by: PPMF OPTIONAL 7)IYkiaa OPTIONAL 20 SCREEN DOOR SCREEN DOOR FULL LENGTH F;T..�.-___ MINIMUM EMBEDMENT ARE BEYOND WALL ➢RESSING. PRODUCT RENEWED ae—plyir g with the nerNs B"eg Cede MINIMUM EDGE DISTANCE (E.D.) H A B 2 1/2, C 1. D 3/8' 4 �i,F-'---�1 1 ---__-� r �' 'r-� -r-- 1'------ �„ it MEETING STILE Ji Lli 7, wlaawicrREVLSRD a.�.pp4+og wim the FkAii `-�----- z ___ 9 tr z_ --_=_—--------=2yr9 JI''L________ OUTSIDE _Code fB OUTSIDEOaee 15 14 . ACCESS HOLE L16 15 INSIDE 1Y ' W/ CAP TYPICAL - 910-16x1 1/2, PH LSHS SPACED AT 3' FROM ENDS DrawingNumber AND 27 1/2. OC THEREAFTER 0 5— 2 8 4 r 1 INSIDE (7) W/ 1 3/4' X 1 1/4'•X 1/2' DUST PLUG AT TOP AND BOTTOM 20 OF ASTRAGAL Sheet FULL LENGTH 4 of 5 FRAMING CORNER ASSEMBLY FRONT VIEW SECTION VIEW 2 2 JAMB NOTCHED TO RECEIVE �1 1 HEADER RIBS 4VHITE JAMB NOTCHED TO RECEIVE SILL RIBS 3/ A3A APPLY BEAD OF C SILICONE SEALANT ATJ TOP AND BOTTOM JOINTS DOOR CORNER ASSEMBLY 4 OR 9 �5 AND 8 (2 PER CORNER) A14X1' SSPH SMS AT EACH DOOR PANEL'S TOP AND BOTTOM CORNER, BOTH ADJOINING MEMBER ENDS ARE SQUARE CUT, SLID TOGETHER AND MECHANICALLY ATTACHED TOGETHER USING (2 R TOP AND 1 e BOTTOM) #14X1' SS PH SMS. ALL DOOR PANEL JOINTS TO BE SEALED BY USING A BEAD OF CR LAURENCE WHITE SILICONE SEALANT /-5 4 OR 9 (1 PER CORNER) R14XI' SSPH SMS 4 OR 9 (1 INTO ROLLER ASSEMBLY) R14X1' SSPH SMS e HARDWARE 10.137 i o O [� O O C O o n �— 546E O 0 0 1.969 .75 1977 IS- DEADLOCK 1 HLLTIPDINT NOTISE LOO( PER LOCK MEETING STILE RSI IWWDWARE GE]NI NI ATTACKED TOTHE aaaR VTTN 19 - STRIKE PLATE CD .6X 1/4' SS RAT HEAD SCREVS 1 KEEPER PER MCETING STILE ORJAI® • DT DSI HARDWARE ATTACEE TO END RAIL USING FOOT W/ .1D-16X1/2'SS PH 10.13D 565 2.3 �OO El Cc=0 Was THRESHOLD DRAINAGE CLUSTER OF SIX 1/4' DIAM WEEP HOLES AT EA DRAIN PAN I/8xl' OPENING FACTORY APPLIED DRAIN PAN LOCATED 16' FROM ENDS AND NO MORE THAN 24' OC (1) DEADLOCK AND STRIKE 1 18A- ALTERNATE DEADLOCK t PER LUCK MEETING STILE ADANS RITE DEAMMM SERIES NXID(7 ATTACKED TO THE DOOR BY (2) .6-1/4'NS �195� ETD O.I26 e� o 19A - ALTERNATE STRIKE PLATE 1 PER HEFTING STILE OR JAMS ADANS RITE LAIN SERIES KSI847 ATTACKED TO THE DOOR IT (2) .10-16XI' SMS �zaN K PI-11/36' 17- NYLON ROLLER Q ® 2 PER OPERABLE D. PANEL L SAUNDERS ENGINEERING CORP PART. PISSSS ADJUSTABLE 1 11/16' DIAMETER N7LC1 ROLLER ASSENSLY WITH ALW" HOUSING ATTACK TTAC ED TO 7HE IOTTON RAIL USING ONE 1/P DIANETER PIN. (1) DEADLOCK AND STRIKE-\ (1) DEADLOCK AND STRIKE-, O Z S O O S O lE 0 � n n (4) ROLLERS (2) ROLLERS (2)ROLLERS (3) DEADLOCK AND STRIKE (2) DEADLOCK AND STRIKE, ) DEA➢LOCK AND STRIK�/� 4 4 1 1 z z z : z tP') 7 � CPj (8) ROLLERS (4) ROLLERS (6) ROLLER isewiCT ag"w® c wg�fegvW ms-Plzsl!a Oede is 1. Li,a«a• s fnfYc MANUFACTURER: f SOUTH EASTERN a OR COMPANY ]r.Ar.mzm,.msu�am.nar.N.vn SAlryo 7 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX. (561) 575-1826 ATLAS PLUS mpact Series ODEL 5000 LUMINUM SLIDING GLASS Engineering: KrtgTa +1rtr. CA 9116 6971 W. SUNRISE BLVD. 104 PLANTATION, FL. 33313 TEL.: (954) 585-0304 FAX.. (954) 585-0305 I O+'2006 'Engineer Seal Pedro De Figueiredo P£ 52609 IDate: 08/15/06 Scale: NA Design by: PPMF PRODUCT RENEWID ]n am9ply(eg alth the Flely,e IEuidlRg Cada ALCepuRe, N. -OS/ _ Oy E7ph.th. Dn(e 7vAH5246/3 ny IcL n€laaltdemTA Di.fdoD Drawing Number 05-28, Sheet 5 of 5 + G BALCONY Bko" eAEcaR EXTERIOR EDITEROR fxfEMOR SIOER ODOR IO RCRICEO A O OSL2E: 1N* x 91' GOON TYPE 7A /1 9 ©1 BE REPIAC(0 NIENDR O NIERIOR SLSUOFR 10009 © . © DOOR TYPE IB SLIDER DOOR TO BE REPLACED 92E• 96' x 91' DOOM TYPE IT: ,TERM BALCaTr EXTERIOR O SIDER DOOR TO BE REPLACED Sm.SL96' x 9C DOOR TYPE 10 SLIDER DOOR TO BE REPLACED 92E 72' X 94' DOOR TYPE JE O WIND LOADS EXPOSURE: "C" PER ASCEISEI 7-05 WIND VELOCITY: 140 MPH 3 SEC. GUST COMPONENTS & CLADDING IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ENCLOSED BUILDING DESIGN MEAN ROOF HEIGHT= 1OW-0° GENERAL AND STRUCTURAL 'NOTS: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, WITH 2O09 SUPPLEMENTS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES HALL BE REPORTED IMMEDIATELY TO THE ENGINEER. L TYPICAL PARTIAL FLOOR PLAN J AN P KINS - DATE FLORIDA REG6f S90NN ENGINEER NO. 62332 CIVIL - STRUCTURAL - MARINE 1E m ENGINEERS, LLC THE ENGINEER HEREBY ExPRES2.Y NESERNES HIS/HER CONgN LAW COPYRGIT AND OTHER PROPERTY FIGHTS. THESE. PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, C44GEO. COPED, OR AS9GNED TO ANYTHIRD PARTY IN TORN OR UANER NMTSOM MMWT MIST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERS, LLC THIS DOCUMENT. THE IDEAS AND DESGIS INCORPORATED HEREIN. AS AN .S RUYENT OF PROFES901M SQNXL IS THE PROPERTY OF MIT ENGINEERS, LLC AND IS NOT TO BE USED, IN MOLE OR IN PART FOR ANY OTHER PROJECT NITHO T THE WPoRBN AUTHORIZATION OF C9l ENGINEERS, LLC. CSM ENGINEERS. LLC COPYRGNI C2007 CSM ENGINEERS, LLC 183 SW MDNTEREY RD STUART' FLORIDA 34994 PH1 1772) 22D-4601 M (772) 220-4603 W W W.CSMENGINEERSIXOM CERTIFICATE OF AUTHORIZATION: 00026263 i 2 1 s DESIGNED BY. CAD OPA.WN BC UD CHECNAO BY: ASP PLOT DATE 30-11 -2010 x:\WINO DESIGN PRESSURES SCALE . AS SHOWN PROJECT 1: ALL ETYMONS SHALL BE YARNED M ME ROJO BY THE CONTRACTOR. THE CONTRACTOR IS REV*UL: FOR THE COORxNATION OF ALL DNEN90Ns. ALL SCALES INDICATED PERTM TO B5X11' PLOTS PROJECT: MIRAMAR CONDOMINIUM WIND PRESSURE DESIGN MIRAMAR CONDOMINIUM 10000 S. OCEAN DRIVE JENSEN BEACH, FL. 772-229-1330 SHED NAME BUILDING DESIGN PRESSURE SHCEI ►: S-1.0 WIND PRESSURES • DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 35 PSF -58 PSF 8'-7° B 35 PSF -58 PSF 8'-7° C 36 PSF -63 PSF 8'-7' D 36 PSF -63 PSF 8'-7° E 20 PSF -65 PSF 8'•7' WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 37 PSF -61 PSF 17'-2' B 37 PSF -61 PSF 17'-2° C 38 PSF -67 PSF 17'-2" D 38 PSF -67 PSF 17'-2" E 21 PSF -69 PSF 17'_2^ WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 40 PSF -66 PSF 25'-9° B 40 PSF -66 PSF 25'-9" C 41 PSF -73 PSF 25'-9° D 41 PSF -73 PSF 25'-9' E 22 PSF -75 PSF 25'-9" WIND PRESSURES ' DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 43 PSF -70 PSF 34'-4" B 43 PSF -70 PSF 34'-4" C 44 PSF -77 PSF 34'-4" D 44 PSF -77 PSF 34'-4" E 24 PSF -79 PSF 34'-4' WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 45 PSF -74 PSF 42'-11" B 45 PSF -74 PSF 42'-11° C 46 PSF -81 PSF 42'-11' D 46 PSF -81 PSF 42'•11' E 25 PSF -83 PSF 42'-11° WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 47 PSF -76 PSF 51'-6" B 47 PSF -76 PSF 51'-6' C 48 PSF -84 PSF 51'-6' D 48 PSF -84 PSF 51'$' E 26 PSF -86 PSF 51'-6" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 47 PSF -76 PSF 60'-1' B 47 PSF -76 PSF 60'-1° PSF -84 PSF 60'-1' 48 PSF -84 PSF 60'-1" 26 PSF -86 PSF 60'-1" E48 WIND PRESSURES POSITIVE PRESSURE NEGATIVE PRESSURE FOORHTT.) 48 PSF -79 PSF B 46 PSF -79 PSF 68'$' C 49 PSF $7 PSF 68'-8° D 49 PSF $7 PSF 68'$" E 27 PSF -89 PSF 68'-B" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 50 PSF $2 PSF 77'-3" B 50 PSF -82 PSF 77'-3° C 51 PSF -90 PSF 77'-3" D 51 PSF -90 PSF 77'-3" E 28 PSF -92 PSF 77'-3" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 51 PSF -84 PSF 85'-10° B 51 PSF -84 PSF 85'-10' C 52 PSF -92 PSF 85'-10' D 52 PSF -92 PSF 85'-10' E 28 PSF -94 PSF 85'-10' WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 52 PSF -85 PSF 94'-6" B 52 PSF -85 PSF 94'-6" C 53 PSF ' -93 PSF 94'-6" O 53 PSF -93 PSF 94'-6" E 29 PSF -96 PSF 94'-6° J b ANN P R! NS DATE flOROA RE051CRED f+ROfESS10N0. Et1@RFA N0. 62!]2 CIVIL -STRUCTURAL -MARINE ENGINEERS, LLC THE ENO7✓FEA WJSfiY E1tPP.E55LT RESERVES wSAffR COuuON LAW -COPtWWt Ni0 OINER PROPERTY Po(i1IS I1ES[ PUNS MD aPANPIaS ARE NOT TO BE REPRaDEFD, CiWEED, COP&0, OR ASSNx1ED 10 MT I)RiD e�.Rlr N urf Palma W1NER.MIA7EaEVFR nID+WI fursr ofimxwa ra EXPRESS PWifEN PfFIRS$KN ,WO CONSENT Of CSu ExDt✓E[R5, uc . n+s oocuwR. D¢ Ious um ceslcxs NaaeoR,WED 1¢pEW, u �v NSIwLRIr tX PROfE5510N4L SEINE• 6 7NC PROPERTY 6 CSY ENCNECf6, uc u+o n NOT lD az USED, N IrNaE a w eulr ra un DnaR PRafct utxar n¢ xwrRN wtxoRwDx of tsx fNaxEERS, U.C. CSu )N011�ffR$, LLC COPttiaNl C7007 CSM ENGINEERS, LLC I Ei3 SW MONTER EY RD STUART, ROgIDA 34994 PH! 1�-)2) 22D•4601 FX: l9')21 220-4603 W W W.C9M ENDINEER 9.CDM CERTIFICATE OF AUTHORIZATION: 0002�2B3 1 s oEwuo ar: clo Dnnm Eq: aAa CNCCNED BY: 1.P PLOT NSF. JO-Gar-2010 I:\WIND aCSN;N PRESSURES SCALE. AS SNOWY PRO)ECI �: /u DUE1190t5 slmE of hAF[D N txf tttw er � caxtoxtaR. nrt [N17RILia 6 RCSPON$®IE fa 11ff COORONggN ty ALL OmENSgNi. Al SCALES NOEAIfD PERV81 10 8511I I- PLOTS PROJECT: ;MIRAMAR CONDOMINIUM -WIND PRESSURE DESIGN MIRAMAR CONDOMINIUM 10000 S. OCEAN DRIVE JENSEN BEACH, FL. 772-229-1330 SxEEt xAuf: BUILDING DESIGN PRESSURE s+En 1: S-2.0 ir CONCRETE REPAIR PROJECT. THE MIRAMAR CONDOMINIUM JENSEN BEACH, FL ORIDA FILL WITH "SIKA TOP 123 PLUS" OR STO PATCH REPAIR MORTAR CR211 DATED )NCRETE DEPTH 1" HORIZONTAL. PARTIAL DEPTH SPALLED CONCRETE REPAIR REPAIR IN ACCORDANCE WITH I.C.R.I. GUIDELINE No. 03730 'I REPAIR METHOD D I NORHZONTAL TOPSIDE SCALE: NTS VMS PLANS AND ALL PROPOSED WORK ARR SUBJECT TO ANY CORRECTIONS ARNRED BY FIELD INSPECTORS THAT MAY DH WESSARY IN ORDER TO w Im A 4, A?PuPA064 9p00 BUCK INSTALLATION NOTES 1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST APPROVALS AND RECOMMENDATIONS. 2. WINCOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FBC 2007 STANDARD. 3. WINDOW BUCKS ARE TO BE M, 12 S.Y. PINE, PRESSURE TREATED PER INDUSTRY STANDARDS. BUCKS ARE TO BE FULLY BONDED TO MASONRY w/ SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1/4' 0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4' INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5• THIS DETAIL AND NOTE FOR NON -IMPACT DOORS AND WINDOWS ONLY. FOR IMPACT RATED ASSEMBLIES, BUCKS TO BE INSTALLED AS TESTED AND PER MANUFACTURER'S SPECIFICATIONS. 6. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. MASONRY OR CONCRETE 3 1/2• W O ........._........:... ................ ..................... ........_........... ..................... ................... u O ....:t....._..-.......... ................ -_...... .............................. ................. _...:........... ..... I....................._.. ROUGH OPENING I I 'l WINDOW/DOOR BUCK ANCHORAGE PRINTED FOR THIS PROJECT BY PERYISSIDN OF: BREITENBACH ENGINEERING, INC II 1/4• TAPCONS @ j STAGGERED PATTERN (NOTE a) j 1 3ia• j1 I� I WOOD 2x8 MATERIAL I PRESSURE TREATED (NOTE 3) OPTIONAL DOORS CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUTY OF THE CONTRACTOR OF RECORD CONCRETE REPAIR PLANS SHEET DESCRIPTION SO COVER SHEET AND REPAIR LOCATION S7 REPAIR DETAILS S2 GENERAL NOTES TOTAL NUMBER OF SHEETS = 3 CIVIL - STRUCTURAL - MARINE L 7 ENGINEERS, LLC THE ENGINM NEIM DPRESSLY RESERIES NS/NER COMMON UW COPTRIGHT AND OTIS PROPERTY RG)RS THESE PLANS AND ORMICS ARE NOT TO BE REPRODUCED. CHANCED, COPIED, OR ASSIGNED TO ANT TITO PARTY IN ANY FORN OR UNDO WHATMEwR M"HOUT ""' 08QmNG THE EXPRESS WRITTEN M SSION AND CONSENT OF CSM ENGINEERS. LLC. THOS DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HERON, AS AN v51R11MEM OF PRWES9WN SERVICE. IS THE PROPERTY 01 CS. ENGWE06, LLC AND IS NOT TO BE USED, IN WHOLE 01 a PART FOR ANT OTHER PROJECT WHHOUT THE WRITTEN AUTHORIZATION Of CSN ENGINEERS, LLC. C91 ENGINEERS. LLC COPMCHT i2008 NOTES & COMMENTS GSM ENGINEERS, LLC IEI3 SW MONTEREY RD STUART, FLORIDA 34994 PH: (772) 220.4601 FX: (772) 220.4603 W W W.C5MENGINEERS.CDM CERTIFICATE OF AUTHDRIZ TIDN: 00026253 11 S� 6 DESIGNED BY. CAD g7AWN BY: CAD CHECKED BY: J. PERIm15 ROT DATE 01-AP-2010 XNBNCONY REPAIR ORAWWGS WEE As Sim PROJECT /: Nl C0)EN9wA — DE KRPED IN THE FIELD 11 I1E COMRKTOR THE CONTRACTOR 6 RE70NM FORME COORDAK ON OF ALL DWENSONS ALL SCALES INDICATED PERTAIN TO II'K17' PLOTS PROJECT: MIRAMAR CONDOMINIUM CONCRETE RESTORATION 10000 S. OCEAN DR. JENSEN BEACH, FL 34957 SHEET NAME: CONCRETE REPAIR LOCATION SHEET /: $-00 J EXISTING CONCRETE —7 BALCONY EDGE EXISTING CONCRETE LIMITS OF CONCRETE REPAIR (TYP.) 2" MIN. 30" MIN.'S TRANSVERSE REBAR CLEANED PER PROVIDE Y2" MIN. CONT. NOTES ON S-02 AS REQUIRED SAW CUT TOP & BOT. (TYP.) EXISTING REBAR (TYP.) FULL DEPTH SLAB REPAIR 2 REPAIR METHOD 2 SCALE: NTS EXISTING CONCRETE MINIMUM DEPTH 1" MINIMUM DEPTH 2" SCRATCH COATED FILL WITH "SIKA TOP 123 PLUS" OR STO PATCH REPAIR MORTAR CR211 EXISTING REBAR (TYP.) REPAIR IN ACCORDANCE WITH I.C.R.I. GUIDELINE No. 03730 OVERHEAD SPALLED CONCRETE REPAIR REPAIR METHOD 3 OVERHEAD SCALE: NTS CHLORIDE CONTAMINATED CONCRETE UNCONTAMINATED CONCRETE GALVANIC ANODE SACRIFICIALY CORRODES EXISTING REBAR TO BE CLEANED PER TYPICAL CORROSION PREVENTION DETAIL NOTES ON S-02. IF BAR IS GALVASHIELD XP COLUMN REPAIR INSTALLATION DETERIORATED MORE THAN 15% LEAVE SCALE: NTS IN PLACE AND ADD MATCHING BAR SPLICE TO EXTEND 24" PAST (yT REPAIR METH 0 D 4 DETERIORATION. IF BAR IS MORE THAN SCALE: NTS 50% DETERIORATED THEN IT MUST BE- NOTES COMPLETELY REMOVED AND REPLACED 1• REMOVE DAMAGED CONCRETE AS WITH STANDARD REPAIR METHODS. WITH #5 BAR AND EPDXY INTO 2• REPLACE/CLEAN CORRODED REINFORCING STEEL EXISTING CONCRETE MIN. 6" 3. ENSURE ALL EXPOSED STEEL IS SECURELY FASTENED TOGETHER WITH TIE WIRE TO PROVIDE GOOR CONTINUITY 4. ATTACH GALVASHIELD XP ANODES TO CLEAN REINFORCING STEEL AT SPACING OUTLINED IN CONTRACTOR SPECIFICATION. GALVASHIED XP DATA SHEET FOR MAXIMUM SPACING GUIDLINES 5. POUR BACK REPAIR AREA WITH MATERIAL AS PER ENGINEER'S SPECIFICATIONS. SHORING REQUIREMENTS -- SLAB DEPTH (inches) MAX UNSHORED CLEAR SPAN (L) (fl—in) 4 5-0 4 )j 5-0 5 5—O 5 Y2 5-0 6 5-0 6 14 4-6 7 4-6 7 ➢A 4-6 8 4-6 FIELD VERIFY ALL DIMENSIONS. AND' CONDITIONS. SCAFFOLDING AND SHORING CONFIGURATION CAN BE ADJUSTED TO MEET FIELD CONDITIONS. NOT TO EXCEED UNSHORED CHART ABOVE. THE FLOOR SYSTEM SHALL BE TEMPORARILY SHORED IN ACCORDANCE WITH OSHA AND ANSI. THE DESIGN OF THE SHORING SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE PROVISIONS AND SHALL BE PLACED TO PROVIDE A LEVEL AND CONTINUOUS SURFACE FOR THE FLOOR SYSTEM TO REST ON. THE SHORING SHALL BE LEFT IN PLACE UNTIL ALL CONNECTIONS HAVE BEEN COMPLETED AND THE NEW CONCRETE ATTAINS 75% SPECIFIED COMPRESSIVE STRENGTH. DBL 2x10 MIN. _WD. BEAM OR J ALUMINUM BEAM. TO SUPPORT 200 PSF LOADING SCREW JACKS MAX. 60" O.C. OR PER CHART OPTIONAL 2xl2 CONT. BOT. PLATE POST/JACK BASE TO BEAR ON CONCRETE OR ON CONTINUOUS 2x12 WOOD BOTTOM PLATE. 202 MUST BEAR ON COMPACTED SOIL/SAND. TEMPORARY SHORING DETAIL JU ANN PE KI S DATE FL REGISTEIED S90H4 ENGINEER N0. 62332 CIVIL - STRUCTURAL - MARINE ENGINEERS, LLC THE ENGINEER HEREBY EVRESSLY KUMRS NS/HffR CUUM LAW C"GIT AND ONIER PROPERTY RIGHTS. THESE PLANS AND D MCS ARE CHANGED. NOT To BE REPRODUCED, CHANCED. COPED. OR ASSIGNED TO ANY 1NR) PARTY N ANY FOR. OR WHATSOEVER IFTHdR FIRST OBTAINING THE DPRESS WRITTEN PERIUSSION AM CONSENT OF CSM ENGINEERS. LLC. INS DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN. AS AN INSTRUMENT OF PROFEmON& SEINKC, IS TIN PROPERTY OF CSM ENGINEERS. LLC AND IS NOT TO BE USED, IN WHOLE OR N PART FOR ANY OTHER PROIECT WITHOUT THE WRITTEN AUTHORIZATION OF C91 ENGINEERS, I.I.C. CSM ENGINEERS. LLC COPYRIGHT C2008 NOTES & COMMENTS CSM ENGINEERS, LLC 123 SW MD NTEREY RD STUART, FLORIDA 34994 PH: 1772) 220-4601 FX: 1772) 22D-46D2 W W W.CSMENGINEERS.COM CERTIFICATE OFALI HDRIZATIDN: 00026263 1 2� S 6 DESIGNED BY: CAD pLIWN BY: CAD CHECKED BY: J. PERONs PLOT DATE. 01-Ap-2010 L\BAICDNT' RFPNR DRAWINGS SCA1E AS SHOWN PROJECT /: Au CIINNSId15 BNNL BE VERIFIED IN 1HE FIELD BY THE OUMR 1111 nN CONTRACTOR 5 RESPORSW FOR THE COORDtA10 OF ALL DWIENSIONS. Al SCALES NDMAIED PERUN TO II'X12" PLOTS PF IECT: MIRAMAR CONDOMINIUM CONCRETE RESTORATION 10000 S. OCEAN DR. JENSEN BEACH, FL 34957 BEET xwE CONCRETE REPAIR DETAILS SHEET J: 5-01 c GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007/2009 AND ASCE 7-05. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS: BALCONY LIVE LOAD = 60 PSF BALCONY DEAD LOAD = 10 PSF 4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH ACI "CONCRETE REPAIR MANUAL" LATEST EDITION. ACI 311, "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE". ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS: POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR. 40. THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 5000 PSI. SLUMP: 4 TO 7 INCHES AIR CONTENT: 4% TO 6% WATER/CEMENT RATIO: 0.40 PUMPABLE PEA -ROCK MIX MAX. COARSE AGGREGATE : 3/8" TO 3/4" CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD 5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. TENSION SPLICES: 48 x'BAR 0 FOR #3, Q4, & #5 6. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS. 7. THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH AN EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY CSM ENGINEERS, LLC ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT OF CSM ENGINEERS, LLC. ALL ORIGINAL DRAWINGS, TRACINGS, AND SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM ENGINEERS, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERS, LLC. 8. CSM ENGINEERS, LLC. SHALL BE AFFORDED THE OPPORTUNITY TO PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE RESTORATIONS AND REPAIR WORK OF THE BALCONY STRUCTURAL SLABS. IN THE EVENT THAT CSM ENGINEERS, LLC. IS NOT RETAINED IN THIS CAPACITY, CSM ENGINEERS, LLC. CAN ASSUME NO RESPONSIBILITY FOR THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE DOCUMENTS. 9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL OBSERVATIONS. TYPICAL CONCRETE REPAIR 1. CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER. 2. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. 3. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEK" OR "THOROC ZINC -RICH PRIMER". 4. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BT THE ENGINEER OF RECORD SHALL BE CONDUCTED. 5. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND BLASTING 6. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF "SSD" (SURFACE SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING MIXING AND CONVEYANCE 1. READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. 2. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. 3. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL. 4. CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS. 5. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER STRUCTURE. CONCRETE REBAR AND REPLACEMENT: 1. CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE. 2. REMOVE ALL 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 CONCRETE WHICH IS TO REMAIN. 3. THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING DETERIORATION A MINIMUM OF 2" INTO SOUND CONCRETE. 4. PROVIDE A Y2" 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 THE ENGINEER. 5. REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY SAND BLASTING. 6. THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES OF DIRT, GREASE, OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY PREVENT PROPER BONDING OF THE REPAIR MATERIALS. 7. 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. 8. WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR. 9. PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE FOR SURFACE PREPARATION FOR THE PEPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. CURING OF CONCRETE: 1. ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE "AQUA RESIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF ANY COATINGS OR FINISHES. 3. AN OBSERVATION SHALL BE CONDUCTED BY THE 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. -REINFORCING REPLACEMENT: 1. ALL REINFORCING WITH DETERIORATION OF MORE THAN 15% OF THE ORIGINAL BAR DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED. 2. 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 REINFORCEMENT. 3. AFTER THE REINFORCING HAS BEEN PREPARED, LAP THE NEW REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED REINFORCING, SECURE IN PLACE WITH WIRE TIES. 4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS INDICATED. 5. WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR DEVELOPMENT CAN BE ACHIEVED BY EMBEDDING THE REINFORCING INTO SOUND CONCRETE A MINIMUM OF 9" WITH SIKADUR 35, HMLV, A HIGH STRENGTH EPDXY GROUT. 6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM. TYPICAL SPALLED CONCRETE REPAIR 1. THE CONTRACTOR SHALL LOCATE ALL SPALLS BY SOUNDING THE CONCRETE SURFACES, USING A HAMMER. UPON LOCATION OF THE LOOSE CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS SHALL BE MARKED WITH CHALK OR PAINT. 2. DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED BOUNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1' INTO THE CONCRETE SURFACE. ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS POSSIBLE. 3. CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER. 4. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. 5. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH 'SIKADUR 110, ARMATEK'. 6. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED. 7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND -BLASTING. 8. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRIOR TO COMMENCEMENT OF PATCHING. 9. REPAIR FOR SPALLS LESS THAN 1 1/2' IN DEPTH: A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH BONDING OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY. B) THE SPALLED AREA SHALL THEN BE FILLED WITH 'SIKATOP 123' AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2' IN DEPTH: A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED W/ 'SIKATDP 123'. B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE NEW SURFACE AND FLUSH W/EXIST. SURFACE. CIVIL - STRUCTURAL - MARINE ) ENGINEERS, LLC THE ENCTNEER HEREBY EINRESSLY RESERVES KS/HER COWEN RAW COPYRIOIT NIB DUO PROPERTY RIOOS THESE PUNS AND GRAPNCS ARE NOT TO BE REPROCKW. CIwIGm, COPED. OR AS9M TO ANY THAB PARTY N ANY FORM OR -ER MHATSOEYSR MIMOUT FIRST OBTATNG TIE EATFRSSS WTIFN PERIOSON AND CONSENT OF C91 ENWEERS. LLC TRS DOCU ENT. THE IDEAS AND DESGNS INCORPORATED 1EREN, AS AN N5RIUDIT OF PROFSSONK SEWAY. Is THE PROPERTY OF CSY ENCNMIS. LLC AND IS NOT TO BE USED. N MOLEOR N PART FOR MT OTHER FWCT YHTHOJT THE MRIT04 AUTHOa7ATION OF CSM ENONEERS, LLC. CSLI ENGNEERS, LLC COPYRIGHT C2008 NOTES & COMMENTS CSM ENGINEERS, LLC 1B3 SW MONTEREY RD STUART, FLORIDA 34994 _ PH: (7727 220,4601 FX: 1772) 22D-4603 W W W.CSM ENGINEER S.COM """,ATE OF AUTHORIZATION: 00026253 OESIGNED BY: CAD BRAAii BY. CAD ECR CHFO BY: J. PERWNS PLOT GATE 01-.-2O10 \BALCONY REPAR DRARNGS SCAfL AS SNOMN PROJECT �: ME IN- - BE vERfED O fME FIERD BY THE CONTR/LIOL 7HE CONTRACTOR S RESONSSLE FOR THE COOROMTON OF Ill O11EWARS ALL SCAn NOTATED PERIM TO 1rIIr PLOTS Ts MIRAMAR CONDOMINIUM CONCRETE RESTORATION 10000 S. OCEAN DR. JENSEN BEACH, FL 34957 SREFF NnIE GENERAL NOTES SKEET is S-02