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HomeMy WebLinkAboutSTRUCTURAL SPECIFICATIONSISLAND CREST CONDOMINIUM ASSOCIATION REC EVEI D �I— ` OPY LE , MAY 012018 lbS. OCEAN DRIVE ST.LucieCounty, PermittJENSON BEACH, FLORIDA STACKS 10 Units: 6109 710,0 810,0 9101 101 O, 1 1 10 & 121 O STRUCTURAL SPECIFICATIONS THESE PLANS A14D ALL PROPOSED WORK FOR ARE SUBJECT TO ANY CORRECTIONS CONCRETE NNED REQUIRED BY FIELD INSPECTORS THAT) SGA t`i7AYBENECESSARY,INORCE�3Tq_. RESTORATION BYDauntY . gt. Lucie qO�PL`7EYi'fW'nLLFLICA Ct�DE6, pinpand ago Florida Consulting Engineers, Inc. C.O.A. 561 ❑ 134 N.W. 1 6TH STREET, SUITE 1 BOCA RATON, FLORIDA 33432 PHONE: 561-353-1 152 OR 561-702-4216 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR cOMPLIAN REVIEWED BY DATE ' PLANS AND P R IT MUST BE KEPT ON OB OR NO INSPECTION WILL BE MADE EMAIL: Z.I(!—E)FLCENGINEERS.COM i1 DATE: h ----tBRUARY 27 201 BAPR 26 2018 ZLJHAIR M. JALLOLJL, P.E. FLORIDA LICENSE No. 3541 6, , SPECIAL INSPECTOR LICENSE No. 1 01 7 Units: 610, 710, 810, 910, 1010, 1110 &1210 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL SECTION 00100 INSTRUCTION TO BIDDERS Bid !Tender Forms and Bid Preparation: A. All Bids must be submitted on the provided forms. Bidder shall include completely filled pages 1 through 12 of,this document in this document. B. All blank spaces must be filled -in, in ink or typewritten in both words and figures, where required. C. Each Bid must be submitted in a sealed envelope bearing on the outside the words "Bid Documents', the Bidder's name, license number, and address, and the name Island Crest Condominium Association Concrete Restoration Project (for which the Bid is submitted). If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another envelope addressed as outlined in the Proposal Form. D. Conditional Bids will not be accepted. A mandatory Pre -Bid Conference including a mandatory site visit shall be conducted on March 16th, 2018 at 10:00 a.m. at the Project Site, Island Crest Condominium Association hereinafter referred to as OWNER. Contractors interested in submitting a Bid are required to have a representative of their firm in attendance. All Bidders Questions are to be submitted in writing via facsimile or e-mail to the Engineer not later than three (3) days prior to Bid Date. No consideration shall be given to any claim based on lack of knowledge of existing conditions. Obligation of Bidders: At the time of the opening of Bids, each Bidder shall be presumed to have read and to be thoroughly familiar with all Contract Documents (including all addenda). Failure or omission of any Bidder to examine any form, instrument or document shall in noway relieve any Bidder from any obligation with respect to their Bids. Conditions of Bidders: Each Bidder must become informed fully of the conditions relating to the Project and employment of labor thereon. Failure to do so shall not relieve a successful Bidder of the obligation to furnish all material and labor necessary to carry out the provisions of their Contract and employ such means and methods that shall not cause any interruption or interference with work by others. Omissions from the plans and specifications shall not relieve the Contractor from the responsibility of furnishing, making, or installing all items required by law or code, or usually made or installed in a project of the scope and general character indicated by the plans and specifications. 0100-1 Units: 610, 710, 810, 910. 1010, 1110 &1210 'Page 2 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhalr Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Interpretation and Addenda: FE" LmE� COPY A. The Engineer shall make every effort necessary to cooperate with Bidders in making the proper interpretations of the Contract Documents and in advising all Bidders of such interpretation. B. When written, addenda are required, they shall be faxed or e-mailed to each Contractor. It shall be each Bidder's responsibility to make inquiry as to addenda issued. All such addenda shall become a part of the Contract Documents and all Bidders shall be bound by such addenda, whether received by Bidders or not. C. Each Bidder shall be faxed or e-mailed to each and every addendum. It shall be the responsibility of each prime Bidder to forward copies of each addendum or otherwise inform their subcontractors. D. Every holder of drawings and specifications furnished by OWNER shall receive a copy of each addenda. Qualifications of Bidders: A. Bids shall be accepted only from Contractors requested to bid and who are properly and currently licensed in the State of Florida. B. Each Bidder is advised that any person, firm, or other party to whom award of a subcontract is proposed must be acceptable to OWNER. Time for Receiving Bids: A. Bids shall be received until 3:00 p.m. on March 23rd, 2018 B. Bids received prior to the time of opening shall be kept, unopened. 0 W N E R s h a I I not be responsible for the premature opening of any Bid which is not properly addressed and identified. C. Unless specifically authorized, facsimile or e-mail modification of Bids shall be considered only if such modification is received priorto the time set for opening, with written confirmation of such modification over the signature of the Bidder, and approved by OWNER. D. Bidders are cautioned that while facsimile or e-mail modifications of Bids may be received as provided above, such modifications, if not explicit and if in any sense subject to misinterpretation, shall disqualify the Bid. 0100 - 2 Units: 610, 710, 810, 910. 1010, 1110 &1210 Page 3 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL :5 M LE C Opening of Bids. At the time and place fixed for the opening of Bids, every Bid received within the time fixed for receiving Bids shall be opened in a manner specified by OWNER. Withdrawal of Bids: Bids may be withdrawn by written facsimile or e-mail request dispatched by the Bidder in time for delivery in the normal course of business prior to the time fixed for opening, provided that written confirmation of any facsimile or e-mail withdrawal over the signature of the Bidder is placed in the mail and postmarked prior to the time set for Bid opening. Negligence on the part of the Bidder in preparing their Bid confers no right of withdrawal or modifications of their Bid after such Bid has been opened. No Bid may be withdrawn for a period of sixty (60) days after the time and date set for opening of the Bids. Award of Contract— Rejection of Bids: A. The Contract shall be awarded at the earliest possible date to the responsible, qualified Bidder submitting a Bid proposal complying with the conditions of these instructions to Bidders, provided the Bid is reasonable and is in the best interest of OWNER. OWNER, however, reserves the right to reject any and all Bids and to waive any informality in Bids received whenever such rejection or waiver is in the interest of OWNER. B. If at the time this Contract is to be awarded an adequately affordable Bid submitted by a responsible Bidder does not exceed the amount of funds available as estimated by OWNER to finance the Project, then the Contract will be awarded. If such Bid exceeds such amount, OWNER may reject all Bids. C. OWNER reserves the right to negotiate with a Contractor in lieu of receiving competitive Bids. D. OWNER also reserves the right to reject the Bids of any Bidders who have previously failed to perform properly to complete a similar contract on time; who are not in a position to perform the Contract; or who have habitually and without just cause neglected the payment of bills or otherwise disregarded their obligations to subcontractors, materials suppliers, or employees. Execution of Contract: The failure of the successful Bidder to execute a Contract within ten (10) days after the prescribed forms are presented for signature or within such extended period as OWNER may grant, based upon reasons determined adequate by OWNER, shall constitute a default. OWNER then may either award the Contract to another Bidder or call again for Bids. 0100 - 3 Units: 610, 710, 810. 910, 1010, 1110 81210 Page 4 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL F� Preconstruction Conference: LE COPY A. Either before or soon after the actual award of the Contract (but in any event prior to the start of construction), the Contractor or Contractor's representative shall attend a Preconstruction Conference with representatives of the Engineer and OWNER. The Conference shall serve to acquaint the participants with the general plan of Contract Administration and requirements under which the construction operation is to proceed, and shall inform the Contractor of the obligations imposed on the Contractor and all Subcontractors in that regard. B. The date, time, and place of the Conference shall be furnished to the Contractor by the Owner. Laws and Regulations: A. The Bidder's attention is directed to the fact that all applicable State Laws, municipal ordinances, and rules and regulations of all authorities having jurisdiction over construction of the Project shall apply to the Contract throughout and shall be deemed to be included in the Contract the same as though herein written out in full. B. The Contractor and all Subcontractors shall further comply with applicable Building Codes. Codes are generally referenced in the various sections of the specifications to assist the Contractor. Contractor's Qualifications : The Contractor shall complete a Qualification Statement. The Contractor's completed Qualification Statement is required with the Contractor's Bid. An incomplete Qualification Statement shall be considered a non -responsive Bid. Project Personnel: The Contractor shall employ qualified personnel to complete the work of the Project. Such personnel shall have had at least six (6) years previous experience in a similar position on projects of comparable size, scope and complexity. Performance must be acceptable to OWNER. With reasonable cause, as requested by OWNER, personnel shall be replaced by the Contractor. Protect Superintendent: The Project Superintendent shall be on site at all times when work is being conducted. It is imperative that the Project Superintendent shall speak fluent English. 0100 - 4 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 5 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Project Completion Date: The Project shall be complete and ready for use by OWNER in the number of consecutive calendar days indicated by the Contractor on the Bid Form and as agreed to by OWNER. A. "Completion date' as defined herein shall be as determined by the Engineer. Subcontractor and Material Price Listing:: The Bidder shall submit with the Bid a list of the all subcontractors and materials suppliers for review and acceptance by OWNER. The list shall contain the type of service provided, name of the firm, name of the project coordinator, address, telephone number, and date the business was established. END OF SECTION 00100 0100-5 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 6 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27. 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL FLE DOPY SECTION 00110 CONTRACTOR'S QUALIFICATION STATEMENT NOTE: This Statement shall be completed to qualify for a responsive Bid. CONTRACTOR'S QUALIFICATION STATEMENT Date: Contractor Name: 2018 Company Name Address Telephone Fax E-Mail Contact Person Title Contractor's License No.: (Attach a copy of license) Name of License Qualifier: Qualifier's Ownership of the Company Describe the Company's proposed staffing of the ISLAND CREST CONDOMINIUM ASSOCIATION Concrete Restoration Project 1. Concrete Restoration Identify as a minimum the following: Name of Project Superintendent: Years of full time employment with the company: Years of full time employment on concrete restoration projects: END OF SECTION 00110 00110-1 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 7 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL SECTION 00300 BID/TENDER FORMS FOR: Concrete Restoration at: U'� 1�� Island Crest Condominium Association E k,2 © Plf 106805.Ocean Drive Jensen Beach, FL33457-2682 THE FOLLOWING PROPOSAL (BID) PROVIDES FOR COMPLETE EXECUTION OF THE WORK AS DEFINED BYTHE CONTRACT DOCUMENTS WITHIN THE TERMS OF A FORMAL AGREEMENT ESTABLISHED UPON A STIPULATED COMPENSATORY SUM AND UNIT PRICES FOR ESTIMATED REPAIRS. DATE: ,2018 TO: Island Crest Condominium Association Phone: 772-229-1897 10680 S. Ocean Drive Fax: 772-229-2658 Jensen Beach Gentlemen: The following comprises the proposal of which is organized and existing under the laws of the State of Florida. The undersigned, having familiarized (himself, themselves, itself) with the existing conditions of the Project area affecting the cost of the work, and with the Project Manual and drawings (as listed on the Engineer's Drawings Index) hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, services, appurtenances, equipment, including site security of all items thereon and all fees and permits, utility and transportation services required to complete the Contract for the Project. The undersigned further proposes to begin the work in accordance with the above -listed documents within consecutive calendar days after the issuance of the Notice to Proceed based on the Engineer's experience and opinion of Island Crest Condominium Association (OWNER). All Bid prices stated in the proposal include all costs and expenses for taxes, labor, equipment, materials, labor, shoring, scaffolding, cleanup, contractor's overhead general conditions, and profit. The quantities for payment under this Contract will be determined by completed items in place, ready for service and accepted by OWNER. Contract prices for the various work items are intended to establish a total price for completing the Project in its entirety including maintenance of traffic, mobilization, demobilization, transportation and disposal of materials. Payment for any item not listed in the Bid Form but shown in the plans shall be included in the proposal. All work and incidental costs shall be included for payment under the several scheduled items of the overall contract, no separate payment or additional payment shall be made. Unit price work to be paid for on the basis of unit prices. Working hours shall be 8 a.m. to 5 p.m., Monday through Friday. However, working hours may be adjusted by the Engineer and OWNER. 00300-1 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 8 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL �a1L,� COPY OWNER shall allow use of 110 V electrical outlets in common areas. Contractor shall provide other power requirements. Contractor shall provide clearly marked as -built drawings of all repairs with type and area of each repair at each location. As -built drawings are required to be submitted with each pay request for the portion of work completed. SEE BID ITEMS The Undersigned further agrees that, in the event of being notified of the acceptance of this Proposal, within thirty (30) days after the date of this Proposal, the Bidding Company shall execute a Contract form as shown in the Project Manual. Bidding Company Company Address FL GC Lic. # Signature Printed Name Witness END OF SECTION 00300 Date Title Corporate Seal 00300-2 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 9 of 81 Flodda Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27. 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL o a CONTRACTOR: BID ITEMS: Island Crest Condominium Association ESTIMATED ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT COST ($) ITEM COST ($) 1 Mobilization LS 1 2 Demobilization LS 1 3 Balcony deck partial depth This item includes removal of floor slab (partial repair depth) saw cutting all concrete edges, cleaning existing steel rebar, priming existing rebars, adding rebar as directed by the engineer, apply bonding agent as directed by the Engineer, and pouring new concrete. SF 125.72 4 Column Repair This item includes removal spalled concrete, saw cutting all concrete edges, cleaning existing steel rebar, priming existing rebars, adding rebar as directed by the engineer, apply bonding agent as directed by the Engineer, forming and pouring new concrete. CF 37.39 5 Balcony deck full depth repair This item includes removal of floor slab (full depth) saw cutting all concrete edges, cleaning existing steel rebar, priming existing rebars, adding rebar as directed by the engineer, apply bonding agent as directed by the Engineer, forming and pouring new concrete. SF 1324 6 Overhead concrete slab repair This item includes partial removal of overhead concrete slab, saw cutting all concrete edges, cleaning existing steel rebar, priming existing rebars, adding rebar as directed by the engineer, apply bonding agent as directed by the Engineer and patching using no sag, lightweight, 1-component, high -strength, polymer -modified, silica -fume - enhanced repair mortar with integral corrosion inhibitor for vertical and overhead applications (1/4" minimum and 2" maximum repair depth) SF 22.08 TOO wj3 E �o 0 CONTRACTOR: BID ITEMS: Island Crest Condominium Association ESTIMATED ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT COST ($) ITEM COST ($) 7 Edge repair including rebar This item includes partial removal of balcony edge, repair or replacement as need saw cutting all concrete edges, cleaning existing not to exceed 6 inches steel rebar, priming existing rebars, adding rebar as directed by the engineer, apply bonding agent as directed by the Engineer form and pour new concrete LF 81 8 Removal of existing floor tiles Remove and dispose of floor tiles. This item includes complete removal of thin set and scarifying the entire area. SF 1164 9 Water proofing Sonoshield Sonoguard System (or approved equal) is a liquid applied, moisture -cured polyurethane _ waterproofing system with an integral aggregate wear layer to be used on decks and balconies. See specifications. SF TBD 10 Additional Exterior paint Prepare surface, prime and paint as specified SF TBD 11 Embedded Galvanic Anodes Install Embedded Galvanic Anodes as specified andE{ [] or as directed by the Engineer EA 54 tt]] 12 Stucco Repair Remove and replace existing stucco as directed by the Engineer SF 50.13 13 Concrete sampling and testing Collect concrete sampling in cylinders and test of concrete cylinders sampling by an approved certified laboratory as directed by the Engineer EA 10 14 Weather and dust wall Install weather and dust wall as needed. All Installation & Removal temporary wall shall be removed and the area shall be restored to original condition. LF 216 + 15 Removal and disposal of glass Remove and dispose of glass windows and doors as windows and doors directed by the Engineer. LF TBD("'; 16 Removal and disposal of Remove and dispose of shutters, screens and shutters, screen and electric electric shutters as directed by the Engineer. shutters Remove anchors and repair holes with epoxy and after concrete repairs reinstall with marine grade stainless steel anchors to be set with urethane caulking, seal all around frames. LF TBD -99-TTk "ffoi to]:]; BID ITEMS: Island Crest Condominium Association ESTIMATED ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT COST ($) ITEM COST ($) 17 Removal of existing glass doors Remove existing glass doors or windows as directed or windows by the Engineer. Remove anchors and repair holes with epoxy. Removed windows or doors shall be handed over to building maintenance. Reinstallation will be done by others (Do not include reinstallation cost) LF 137 18 Removal, storage, & Remove and reinstall rails s as directed by the reinstalling rails Engineer LF 60' 19 Removal, store and Remove and reinstall shutters as directed by the reinstallation of existing Engineer. Remove anchors and repair holes with; shutters (accordion, guiderail, epoxy and after concrete repairs reinstall with electric rollup and manual marine grade stainless steel anchors to be set with rollup) urethane caulking, seal all around frames. LF TBD 20 Hook Bars Provide #5 rebar hooks as required for additional concrete reinforcement. Minimum 3" hook with a #5 rebar not to exceed 10 ft.length. EA 21 21 Filling of holes (existing rails, Fill holes at existing handrails, patch holes and spot VQ and spot repair) repair of concrete (not to exceed Vx ). This item EA TBD /J 22 Exterior Column Repair Exterior Column Repair will require swing stage access. Chip away and remove deteriorated concrete, saw cut all edges and repair with materials specified herein. Cu. ft. 1 8 T O R TOTAL BID AMOUNT IN WRITTEN: m TOTAL BID AMOUNT: n Estimated Permit Fee (reimbursable): 0 1) TBD = Quantity to be determined during construction s� 2) The above bid shall include General Conditions and all materials, labor, fees m 3) Permitting at Fees (Reimbursable Expense) m� 2 4) Painting of repaired areas shall be included in the concrete repair unit price. m 5) Painting outside the limits of repairs shall be charged per Additional Paint unit cost 6) All items above shall include labor, material, transportation, demolition, removal and dumping ov all unwanted materials, equipment, swing stage, OSHA safety requirements, site protection, barricades and other devices to protect residents and pedestrians and site cleanup. 1 9 PART I — GENERAL UEE C (0 PY 1.0 SCOPE OF WORK AND CODE REQUIREMENTS ` A. Exterior concrete repair B. All work shall comply with Florida Building Code 2014 and all City and County Codes and ordinances. C. 1.01 WORK INCLUDED A. Shoring B. Concrete removal. C. Concrete placement. E. Reinforcement steel repairs. F. Embedded Galvanic Anodes. G. Remove door frames, screens or other items as required and reinstall H. Water proofing. I. Paint all repaired to match existing . 1.02 REFERENCES A. Concrete Repair and Maintenance Illustrated by Peter H. Emmons, 1994. B. International Concrete Repair Institute (ICRI) Guide for Selecting and Specifying Materials for Repair of Concrete Surfaces. Guideline No. 03733. C. International Concrete Repair Institute (ICRI) Guide for Selecting and Specifying Concrete Surface Preparation. for Sealers, Coatings and Polymer Overlays. Guideline No. 03732. 1.03 QUALITY ASSURANCE A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 302 Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. D. ACI 315 - Details and Detailing of Concrete Reinforcement. E. ACI 318 - Building Code Requirements for Reinforced Concrete. F. ACI 347 - Recommended Practice for Concrete Formwork. G. ACI 546R96 Concrete Repair Guide. H. Concrete Reinforcing Steel Institute (C.RSI) - Manual of Standard Practice. I. International Concrete Repair Institute (ICR!) - Guide for Surface or Deteriorated Concrete Resulting from Reinforcing Steel Corrosion. J. Guideline No. 03730. International Concrete Repair Institute (ICRI) - Guide for Selecting Application K. Methods for the Repair of Concrete Surfaces. Guideline No. 03731. Manufacturer's material specifications - Recommended surface preparation, mixing, installation, and curing instructions. Units: 610, 710, 810, 910, 1010, 1110 81210 Page 13 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL I 1.04 SUBMITTALS A. Product Data: Submit data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joints systems, curing compounds, finish materials and others as requested by the Owner. B. Material Certificates: Provide materials certificates signed by the Manufacturer and Contractor, certifying that each material item complies with, or exceed, specified requirements. C. Design Drawings: Submit design a drawing from the Contractor's Florida Registered Engineer for all shoring, re -shoring, temporary walls and shutters, railings and windows. PART2-PRODUCTS 2.00 REINFORCING MATERIAL A. Reinforcing Steel: ASTM A615; 60 ksi yield grade billet steel. deformed bars. I B. Supports: Provide plastic or other non -corrosive chairs and spacers. ILTAF. u";1 IP A. Polymer modified portland cement mortar for patching surfaces manufactured by: 1). Thoroc. 2). Sika. 3). Sonneborn. 4). Sto. 5). Master Builders. B. L'arge area full depth repairs: Design mix: CONTRACTOR TO PROVIDE 1 SET OF 4 CYLINDERS FOR 28-DAY COMPRESSIVE STRENGTH AND SLUMP BY CERTIFIED LABORATORY. 1 SET PER POUR DAY AT CONTRACTORS EXPENSE. a. Mix to ASTM C94. b. Compressive Strength: Use CEMEX design mix code 1347323 with compressive strength of 6000 psi, pump mix (or equal) C. Water/cement ratio: 0.4 D. Anti -corrosion protective coating for reinforcement steel shall be as re -commended by the appropriate manufacturer listed in 201.A D. Bonding agent: Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 14 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL t 1). Slurry coat of applicable repair mortar. 2). Bonding agent as recommended by the repair mortar manufacturer. E. Epoxy for grouting replacement reinforcement dowels: 1). Master Builder's Concresive Standard Paste. 2). Fosroc's Nitobond 881-43. F. Sealer for grout and sealed cracks: 1). Sonneborn NP-1. 2). Mameco's Vulkem 921 3). Sika's IA G. Repair stucco: Thoro Stucco with Acryl 60 by Thoro System Products. H. Floor waterproofing (cementitious): 1). Sto Watertight. 2). Sonneborn. Flextight. 3). Mapci Planiseal 89 Floor waterproofing (urethane): 1). Tremco 2). Sonneborn Sonoguard. 3). Sika - Corrosion Inhibitor: 1). Sika Ferroguard WOMINTl.,%ILAVFWW_Ift102,11TA9 *9 A. it is the intent of these Specifications to obtain a warranty from the material Manufacture. Therefore, the Contractor shall use products from a single manufacturer to the greatest extent possible and shall obtain prior, written authorization from the primary material manufacturer for use of any secondary materials. B. Material substitutions may be allowed with prior written authorization from the Owner and/or Engineer. PART 3 - EXECUTION Units: 610. 710, 810, 910, 1010, 1110 &1210 Page 15 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Or., Jenson Beach, FL 3.00 INSPECTION �FLECOPY A. The City Building Department and owner llllwill determine required inspections. The Contractor shall comply with City requirements. 3.01 CONCRETE REMOVAL AND SURFACE PREPARATION A. Remove concrete in accordance with the International Concrete Repair Institute Guideline No. 03730 and the Manufacturer's Specifications (see attached guideline). B. Initial saw cutting perimeters of excavations will be performed to limit extent of the excavation. C. Avoid "feather" edges at the surface of repair perimeter. 3.02 REPAIR PREPARATION A. Reinforcing steel which has lost more than 25% of its original cross - sectional area at any point shall be repaired by replacing or adding new steel of equivalent size to the original rebar. B. New bars shall be lapped a minimum of 36 bar diameters or a minimum of 24" or epoxy doweled a minimum of 8" into sound concrete. C. Mechanical splices may be used in accordance with Manufacturer's specifications. D. Mechanically clean all contaminants and scaling rust from complete circumference of the bar. In most cases of extensive corrosion particularly beneath the bars, sand blasting must be performed. E. Coat steel in accordance with the Manufacturer's specifications. F. Cut steel reinforcement tips at edges in order to obtain a minimum of 1.5" concrete cover. 3.03 FORMS A. Verify lines, levels, and measurement before proceeding with formwork. B. Do not apply form release agent where concrete surfaces receive special finishes or applied coatings, which may be affected by agent. C. Maintain form work construction tolerances complying with. ACI347. 3.04 SHORES AND SUPPORTS A. Comply with ACI 347 for shoring and re -shoring. B. If shoring is needed, the Contractor shall provide shoring and re -shoring details to St. Lucie County and Engineer of Record for review and approval. Refer to typical shoring details. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 16 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 3.05 INSTALLATION OF REPAIR MORTAR HLE COCKY A. Mix and place mortar in. accordance with the Manufacturer's specifications including curing. If curing compound is used, the Contractor shall verify its compatibility with concrete covering. B. Place mortar in accordance with the recommendations of ICRI 03731. 3.06 INSTALLATION OF DESIGN MIX CONCRETE A. Design mix concrete shall be placed in accordance with ACI Codes 301, 302, 304, and 319. B. Submit design mix to Owner or Engineer for approval. C. Provide compressive strength tests through a Certified Laboratory; one set of 4 cylinders each pour day. 3.07 SLIDING GLASS DOORS AND TEMPORARY WALLS A. Remove sliding glass doors and frames as required for the repairs. B. Label, protect and store in a storage container to be provided by the Contractor at a safe location or on the balcony with approval of the Owner. C. The method of erecting and anchoring the temporary wall must be adequate to resist storm force winds and prevent normal water and dust intrusion. The wall shall be constructed with wood framing, plywood sheathing, and plastic sheathing. D. Re -install doors and frames if possible to meet existing conditions. E. Re -place doors and frames to Code if necessary. F. Install bottom tracking in a full bed of waterproofing mastic and install new stainless steel fasteners set into holes filled with sealant for all wall and slab penetrations. 3.08 Handrails A. Remove handrails as required B. Label, protect and store in a storage container to be provided by the Contractor at a safe location or on the balcony with approval of the Owner. C. Re -install if possible to meet existing conditions. D. Install new stainless steel fasteners set into holes filled with sealant. 1631111AZIN 201_"D Z41ITIRR A. Where new concrete has been placed, grind away excess as required to match surface and texture of surrounding areas. B. Where new concrete develops shrinkage cracks, use epoxy inject or gravity feed epoxy and seal with urethane caulking. C. Unless otherwise stated all vertical and overhead repaired areas must be finished to match existing adjacent texture. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 17 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 3.10 PUNCH LIST A. Upon completion of work on each swing stage drop or area of repairs the Inspector and Foreman will conduct a punch list inspection of the entire work area including repairs, shutters, windows, doors, railings and surrounding walls. B. Correct all items on the punch list. C. Call for a re -inspection. D. Do not move staging until final punch list is completed. 3.11 CLEAN-UP A. The Contractor shall clean surface areas of excess epoxy and cementitious materials. B. Remove all excess coatings, sealants, paints, etc. from all areas not intended for it. C. Remove all materials and debris from jobsite. Leave work, storage, staging and all surrounding areas in as clean a condition as when the Contractor first arrived at the jobsite. D. The Contractor shall replace all sod damaged during the Work unless identified by the Contractor prior to Contract of required removal by the Owner. E. The Contractor shall repair or replace any portions of the building or grounds damaged by the Work unless identified by the Contractor prior to Contract of required removal by the Owner. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 18 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27. 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL GUIDELINES Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting From Reinforcing Steel Corrosion ■ Removal Geometry ■ Exposing and Undercutting of Reinforcing Steel ■ Cleaning and Repair of Reinforcing Steel ■ Edge and Surface Conditioning of Concrete NOTES: • These guidelines are for the purpose of providing information for rebar corrosion repairs; it is required to consult the engineer if any situation is present and not represented herein. • Special caution should be taken to locate and avoid buried electrical conduits or prestressing or post- tensioning tendons when performing removals. Cutting into either can be a life threatening situation. • Undercutting the rebar should not be counted on to secure the repair structurally in lieu of proper methods of bonding a repair to the existing substrate. • A sawcut can and, possibly should, be greater than the 1/2 in. (13 mm) • noted, as long as the reinforcing steel is not cut into. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 19 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL J Column Comer Slab orWa9 Partial Depth ' Slab' or Wail Full Depth —70 COPY FM L, E Units: 610, 710, 810. 910, 1010, 1110 &1210 Page 20 0181 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL J Exposing and Undercutting of Reinforcing Steel These details are applicable to horizontal, vertical, and overhead locations. They are also applicable to removal by hydro -demolition, hydro -milling, and electric, pneumatic or hydraulic impact breakers. 1- Remove loose or delaminated concrete above corroded reinforcing steel. 2- Once initial removals are made, proceed with the undercutting of all exposed corroded bars. Undercutting will provide clearance for under bar cleaning and full bar circumference bonding to surrounding concrete, and will secure the repair structurally. Provide minimum 3/4 inch (19 mm) clearance between exposed rebars and surrounding concrete or 1/4 inch (6 mm) larger than largest aggregate in repair material, whichever is greater. 3- Concrete removals shall extend along the bars to locations along the bar free of bond inhibiting corrosion, and where the bar is well bonded to surrounding concrete. 4- If non -corroded reinforcing steel is exposed during the undercutting 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. 5- Any reinforcement which is loose shall be secured in place by tying to other secured bars or by other approved methods. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 21 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Cleaning and Repair of Reinforcing Steel Cleaning of Reinforcing Steel 6- All heavy corrosion and scale should be removed from the bar as necessary to promote maximum bond of replacement material. Oil free abrasive blast is the preferred method. A tightly bonded light rust build-up on the surface is usually not detrimental to bond, unless a protective coating is being applied to the bar surface, in which case the coating manufacturer's recommendations for surface preparation should be followed. Repair of Reinforcing Steel Due to Loss of Section If reinforcing steel has lost significant cross section, a structural engineer should be consulted. If repairs are required to the reinforcing steel, one of the following repair methods should be used: • Complete bar replacement, or • Addition of supplemental bar over affected section. New bars may be mechanically spliced to old bars or placed parallel to and approximately 3/4 in. ( 19 mm) from existing bars. Lap lengths shall be determined in accordance with ACI318; also refer to CRSI and AASHTO manual. F COPY L El Units: 610, 710, 810, 910, 1010. 1110 &1210 Page 22 of 81 Island Crest Condominium Association, Stack 10 February 27, 2018 10680 S. Ocean Dr., Jenson Beach, FL Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. Edge and Surface Conditioning of Concrete These details are applicable to horizontal, vertical, and overhead locations. They are also applicable to removal by hydro -demolition, hydromilling, and electric, pneumatic or hydraulic impact breakers. Do not use these details for shotcrete applications for shotcrete repairs refer to AC1506 Edge Preparation Guidelines. 7- Remove delaminated concrete, undercut reinforcing steel (refer to "Exposing and Undercutting of Reinforcing Steel'), Remove additional concrete as required to provide minimum required thickness of repair material. 8- At edge locations, provide right angle cuts to the concrete surface with either of the following methods: • Sawcut 1/2" (13 mm) or less as required to avoid cutting reinforcing steel. Use power equipment such as hydrodemolition or impact breakers. Avoid feather edges. 9- Repair configurations should be kept as simple as possible, preferably with squared corners. 10- After removals and edge conditioning are complete, remove bond inhibiting materials (dirt, concrete slurry, loosely bonded aggregates) by abrasive blasting or high pressure waterblasting with or without abrasive. Check the concrete surfaces after cleaning to insure that surface is free from additional loose aggregate, or that additional delaminations are not present. 11- If hydrodemolition is used, cement and particulate slime must be removed from the prepared surfaces before slurry hardens. F-3 LE COPY Units: 610. 710, 810, 910, 1010, 1110 &1210 Page 23 of 81 Island Crest Condominium Association, Stack 10 February 27. 2018 10680 S. Ocean Dr., Jenson Beach, FL Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. t SUPPLEMENTARY GENERAL CONDITIONS The following supplements modify, change, delete or add to the "General Conditions of the Contract for Construction', AIA Document A201, 1997. The Owner shall have the right to make changes to the General Conditions prior to Contract. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph or cause thereof is modified by these Supplementary Conditions, the unaltered provisions of that Article, Subparagraph or Clause, shall remain in effect. INSURANCE A. Insurance shall be written for not less than the following or greater if required by law: 1) Worker's Compensation: a. State: Statutory b. Employer's Liability: $1,000,000.00 2) Comprehensive General Liability (Including Premises -Operations, Independent Contractor's Protective Products and Completed Operations, Broad Form Property Damage. a. Bodily Injury: (i) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. b. Property Damage: (i) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. c. Products and Completed Operations to be maintained for 5 years after final payment. d. Property Damage Liability Insurance shall provide C (Collapse) and U (Underground) coverage. 3) Contractual Liability: a. Bodily Injury: F LE COPY(i) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. Units: 610. 710, 810, 910. 1010, 1110 &1210 Page 24 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL (INSURANCE CONTINUED) b. Property Damage: (i) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. 4). Personal Injury, with Employment Exclusion deleted: a. $1,000,000.00 Aggregate. 5). Business Auto Liability (including owned, non -owned and hired vehicles): a. Bodily Injury: (i) $100,000.00 Each Person. (ii) $500,000.00 Each Occurrence. b. Property Damage: (i) $1,000,000.00 Each Occurrence. B. The Contractor shall execute a Hold Harmless Agreement, holding the Engineer, Owner, their respective officers, directors, members employees, and designated inspectors harmless from all legal action, including attorney's fees and expenses, which may arise out of the performance of the work. C. Each policy of insurance, other than. Workers' Compensation coverage, shall provide for and a certificate shall be issued therefore showing the Owner as additional insured. Each policy, except the workers' compensation coverage, shall provide that the policy shall not be canceled except upon sixty (60) days written notice to the Owner. D. The Owner reserves the right, but shall not be obligated, to satisfy any and all premiums on any insurance coverage required hereunder in the event that the Contractor fails to make timely payment thereof: In the event that the Owner elects to pay such premium as and when the same is due, the Owner may deduct the amount paid from the next draw request. 2. INSPECTIONS A. This Engineer will provide inspections and no work will be covered without his Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 26 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL approval. This Contractor must provide safe and continuous access for the Engineer so that he and /or his representatives can perform all required inspections. B. The Engineer will make inspections on every repaired area as follows: 1). Random inspections of chipping operation. 2). All rebar cleaned prior to and after coating. 3). All surfaces properly prepared prior to grouting and all measurements. 4). Random inspections of grouting. 5). Final inspection. C. The Contractor shall be responsible for scheduling and payment for the Manufacturers' representatives to make all necessary inspections in order for the Manufacturers to issue their respective warrantees 3. PAYMENT A. The Contractor shall be entitled to monthly progress payments for work completed during the preceding calendar month, less a retainage of ten percent (10%) of such amount. Payments shall be made pursuant to Applications for Payment and Certificate for Payment as provided in Article 9 of AIA Document A201 as modified. The 10% retainage will be held in full until receipt of final releases of liens and final approval of the Engineer, Owner, and Building Department at the completion of the project. B. All requisition draws will be on properly executed AIA Documents G701 , G702, and G703. C. All work other than lump sum items will be paid for on a unit -price basis, which includes all labor, material, means and methods to complete the work. All concrete repair unit prices will include the cost of reinforcement steel replacement, shoring, forming, curing and finishing (to match existing conditions with stucco if necessary). D. All repaired areas will be measured and paid for accurately to the nearest inch. E. All requisitions will be accompanied by an "as -built" (see section 4 "AS BUILTS") drawing (VERIFIED AND APPROVED BY THE INSPECTOR) for each balcony and/or section of catwalk repaired and /or coated. 4. "AS-BUILTS", VIDEOS AND CONDITION SURVEY Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 26 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL A. The Contractor shall maintain a set of PROGRESSIVE "As -Built" drawings for repairs per balcony and or section of catwalk throughout the project. The As - Built drawings will show approximate locations of each repair area, the exact dimensions of each repair, AND THE SAME "AS -BUILT" DRAWING WILL BE USED FOR ANY LOCATION WITH MULTIPLE BILLINGS. B. The Contractor shall provide a written condition survey and video of all shutters, sliding glass doors and frames, and all affected areas (interior and exterior) prior to removal. C. The Contractor shall provide a written condition survey of all glass and glass frames prior to chipping, grinding or sandblasting. 5. PROJECT CONDITIONS A. CONTRACTOR'S RESPONSIBILITIES 1) GENERAL REQUIREMENTS a. The Contractor shall visit the site and examine the condition of the surfaces, which are to be repaired, painted, waterproofed, coated, or covered. The Contractor shall be responsible to verify the entire scope of work and to notify the Engineer of any discrepancies with the specifications and general conditions prior to the commencement of the project. b. The Contractor shall immediately document in writing to the Owner, Engineer, and Manufacturer of all unforeseen conditions found during the course of the work. c. The contractor will identify as many conditions as possible on the apartment interiors which will necessitate the Owner or Unit Owner to retain the services of a Finish Contractor to provide finish materials such as unusual ceiling coatings, floor tiles, drywall, wallpaper and paint. d. Within five working days after the contract is signed, the Contractor shall deliver to him Owner an updated certificate of insurance with the Owner named as an additional insured to the extent of the Contractor's indemnification obligations under this agreement. e. Before the Contractor arranges for the delivery of any material, labor or supplies pursuant to the Agreement, the Contractor shall ensure that a Notice of Commencement to be recorded in the Public Records of St. Lucie County, Florida is properly posted on the job site at all times. Units: 610, 710, 810. 910, 1010, 1110 &1210 Page 27 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL f"LE COPY f. The Contractor shall follow all Manufacturers' recommendations for the use of their material. g. The Contractor shall provide all required labor, materials, necessary equipment, supervision, insurance, and permits required to complete the work. h, The Contractor shall promptly correct Work rejected by the Owner and/or Engineer or known by the Contractor to be defective or failing to conform to the Construction Documents or permits, observed before Substantial Completion and whether or not fabricated, installed or completed. All punch list items will be completed per swing stage "drop", or Walkway prior to moving the swing stage or scaffolding. 2). SCHEDULING a. The Contractor shall work between the hours of 8:00 a.m. to 5:00 p.m. Monday through Friday excluding legal holidays unless otherwise directed by the Owner. b. The Contractor shall submit a time schedule of the work indicating dates of commencement and completion for each area of work including the numbers of workmen and swing stages. c. The work is to be performed on a residential condominium building that will be occupied throughout the performance of the Work. The Work must be performed in a manner that will cause the least disruption of use of the premises by residents at all times. If it is necessary to temporarily restrict access to, or use of, common areas of the premises, the Contractor shall notify the Owner at least twenty-four (24) hours in advance so that the Owner may notify the residents. Also, the Contractor shall notify the Owner at least twenty-four hours in advance of any sandblasting activity so that the Owner may notify residents that will be affected. Prior to the commencement of On -site Work, the Contractor, Engineer. Owner and such subcontractors as the Contractor or Owner shall designate, shall have an on -site meeting to discuss the construction schedule, the Owner's security requirements, parking, storage, hours of work, use of the work area by residents of the building and their invitees, Units: 610. 710, 810, 910, 1010, 1110 &1210 Page 28 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL work by the Owner's staff and separate contractors, if any, and such other matters as may relate to the performance of the Work. Minutes of the meeting shall be recorded by the Contractor and shall be distributed to each party in attendance. e. The Contractor shall be responsible to schedule and produce a condition survey (confirmed by the Inspector) of the affected area and sliding and fixed glass doors (including rollers), frames, and splashguards prior to removal of any sliding glass doors and installation of any temporary walls. 3). JOB -SITE SAFETY, CLEAN-UP, AND STORAGE a. The Contractor shall provide a dumpster(s) for the removal of all debris and for the proper removal of its contents. The Contractor shall daily wet down and cover dumpster to prevent debris from spreading. b. The Contractor shall provide portable toilets for the use of his employees. c. The Contractor shall comply with all OSHA standards and practices shall comply with all fire and safety regulations and shall supply workmen with safety goggles, gloves and masks as required for protection during specific phases of the work. d. Storage space is limited for materials to be incorporated in the Project and for construction tools and equipment. The Contractor will be provided with an area that he may secure at his own expense for properly storing his materials, tools, etc. All such materials, tools and equipment shall he stored on the site only in those specific areas designated by the Owner and, if they are stored otherwise, the Owner shall have the right to cause their removal and storage at the expense of the Contractor. e. All vehicles on the Owners property in conjunction with the Project shall be parked only in those areas designated by the Owners. With respect to any vehicle that is parked in an area other than that designated by the Owner, the Owner shall have the right to have it removed and stored and the Contractor shall indemnify the Owner with respect to all costs and liabilities, including reasonable attorney's fees incurred as a result thereof. f. All persons on the site in conjunction with the Project shall comply with the Units: 6% 710, 810, 910, 1010, 1110 &1210 Page 29 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 Owner's security regulations and requirements, including registration, checkout and identification to the extent that they have been provided to Contractor in writing prior to commencement of work. g. The Contractor shall place all waste materials, rubbish, the Contractor's tools, construction equipment, machinery and other materials in locations designated by the Owner, and shall remove all barricades and other interference with the use of the common areas by the residents of the premises to the extent that such barricade, and other interferences are not reasonably necessary to insure the safety of persons or property during non -working hours. h. The Contractor shall not have access to the Work through any apartment unless approved by the Owner and accompanied by a representative of the Owner. The premises shall be off limits to the Contractor and all employees of the Contractor weekdays prior to S AM and after 5 PM. written consent of the Owner is required for any exception. 4). PROTECTION OF PROPERTY a. The Contractor shall seal all affected windows and doors for all balconies and/or catwalks so that excessive sand, water, and/or dust arising from the work will not enter the apartment. The Contractor shall remove the sealing materials from the door to permit the City Inspector to observe the work, and upon completion of each inspection, the Contractor shall reseal the door to prevent the intrusion of sand and dust into the apartment. b. When the deterioration of the reinforcing steel and concrete component is so severe that it becomes necessary to remove the fixed and/or sliding glass doors, the Contractor is to erect a temporary partition. There must be a representative of the Condominium Owner present with the Contractor at all times during which the Contractor has access to a unit. c. In the event of a hurricane threat the Contractor shall protect all apartments where the hurricane shutters have been removed by installing protection equal to or better than existed conditions. The Contractor shall be responsible to schedule and produce a condition survey (confirmed by the Inspector) of shutters and frames prior to removal. Shutters will be properly Units: 610, 710, 810. 910. 1010, 1110 &1210 Page 30 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 tied -back when bottom tracks only are removed. When complete frames are removed, the Contractor is responsible for labeling, protection, and storage at a suitable location on -site as approved by the Owner. The Contractor will be paid for protection of units where shutters are inoperable due to current work and where the Contractor has made a diligent effort to re -install shutters where possible. When it is required to remove hurricane shutters and/or sliding glass doors, the Contractor shall be responsible to schedule and produce a condition survey (confirmed by the Inspector) of the affected area, shutters, doors. and frames prior to removal. Shutters will be properly tied -hack when bottom tracks only are removed. When complete frames are removed, the Contractor is responsible for labeling, protection, and storage at a suitable location on -site as approved by the Owner. f. The Contractor shall protect and safeguard from harm all real and personal properties of the individual, apartment owners and common elements of the Owner, adjoining the Work. g. The Contractor shall equip the scaffolds and swing stages with netting to protect against falling debris. h. The Contractor shall be responsible to protect and shall be responsible for any negligent damage to the apartment interiors on the exterior side of the temporary wall. The Contractor shall also be responsible for any negligent damage to the apartment interiors on the interior side of the temporary wall. 5). WORK -FORCE REQUIREMENTS a. The Contractor shall provide a one-time, English-speaking on -site supervisor for the duration of the work. The on -she supervisor shall be fluent in and required to use English on the job site. b. The Contractor's employees shall be fully clothed at all times and shall wear shirts identifying the Contractor's company. B. OWNER'S RESPONSIBILITIES 1). The Owner shall be responsible for providing access to the apartments within 10 calendar days of written notice to the management of an apartment invasion. Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 31 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27. 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 2). The Owner shall make power and water available, without charge, for reasonable use of the Contractor. 3). The Owner shall have the right to reject any on -site supervisor, foreman., or worker employed by the Contractor or Sub -contractor and shall have the right to cause the Contractor or Sub -contractor to replace any such person for any reasonable cause. The Owner shall also have the right to reject any Sub- contractor for any reason. C. CONTRACT DISPUTES 1). In the event of any litigation with respect to any controversy or claim arising out of or related to the Contract, or the breach thereof, the prevailing party shall be entitled to reimbursement for all costs, including reasonable attorney's fees, incurred in connection with such litigation. s 1). The Manufacturer and Contractor shall agree to warranty the repair work against failure due to materials or workmanship for the period of the warranty. The Contractor shall provide a letter from the Manufacturer prior to commencement of the work indicating their willingness to provide such a warranty. The Contractor shall provide a sample warranty prior to commencement of the Work. 2).. The Warranty for concrete repair and waterproofing shall be (5) five years from the date of project completion. 3). The Contractor shall obtain from each manufacturer of (a) repair mortars and (b) waterproofing material a direct written warranty to the Owner from the manufacturer. Each of the warranties shall be the manufacturer's standard product warranty and shall be delivered to the Owner before the Contractor is entitled to final payment. The name, address, and telephone number of the manufacturer shall accompany each warranty, and identification of the product (including manufacture's code and specification) covered by the warranty. E. CONTRACT 1) The AIA. Document A101, "Standard Form of Agreement Between Owner and Contractor" where the basis of payment is a BASE BID WITH UNIT PRICES FOR ADDED AND REDUCED WORK, 1997 together with any addenda required by the Owner and the AIA Document A201 "Genera] Conditions of the Contract, 1997, will be the form used as a contract for this project. ADDENDA TO THE CONTRACT: Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 32 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 1) ATTORNEY'S FEES: Should any dispute arise hereunder, the prevailing party shall be entitled to recover against the non -prevailing party all reasonable costs, expenses and attorney's Fees incurred by theprevailing party in such dispute, whether or not suit be brought, and such shall include all of such reasonable costs, expenses and attorney's fees through all appeals or other actions. 2). VENUE: This Agreement and the terms hereof shall be construed in accordance with the laws of the State of Florida and venue for all actions in a court of competent jurisdiction shall lie in St. Lucie County, Florida. 3). WAIVER: No waiver of any provision by the Owner of this Agreement shall be deemed to be a waiver of any other provisions hereof or of any subsequent breach by the Contractor of the same, or any other provision or the enforcement thereof. The Owner's consent to or approval of any act by the Contractor requiring the Owner's consent or approval shall not be deemed to render unnecessary the obtaining of the Owner's approval of any subsequent consent or approval of the Owner, whether or not similar to the act so consented to or approved. 4). NON -ASSIGNABILITY: This agreement or any portion hereof shall not be assigned or transferred by either party without the written consent of the other party. 5). BINDING EFFECT: All of the terms and provisions of this Agreement shall be binding upon and inure to the benefit of the parties hereto, their respective assigns, successors, legal representatives, heirs and beneficiaries, as applicable. 6). SEVERABILITY: Should any word, phrase or provision hereof be declared illegal or invalid by a court of competent jurisdiction, such declaration of illegality and/or invalidity shall not affect the remainder hereof. 7). ENTIRE AGREEMENT MODIFICATION: No statements, representations, warranties, either written or oral, from whatever source arising, except as expressly stated in this Agreement shall have any legal validity between the parties be binding upon any of them. The parties acknowledge that the Agreement contains the entire understanding and agreement of the parties. No modifications hereof shall be effective unless made in writing and executed by the parties hereto with the same formalities as the Agreement is executed. Units: 610, 710, 810, 910, 1010. 1110 81210 Page 33 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Static 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 0 8). CAPTIONS AND PARAGRAPH HEADINGS: Captions and paragraph, headings contained in the Agreement are for convenience and reference only and in no way define, describe, extend or limit the scope and intent of this Agreement, nor the intent of any provisions hereof. 9). JOINT PREPARATION: The preparation of the Agreement has been a joint effort of the parties, and the resulting document shall not, solely as a matter of judicial construction, be construed more severely against one of the parties than the other. It is the parties' further intention that this Agreement be construed liberally to achieve its intent. 10). COUNTERPARTS: This agreement maybe executed in one or more counterparts, each of which shall be deemed to be an original, but all of which shall constitute one and the same agreement. 11). EXHIBITS ARE INCLUSIONARY: All exhibits attached hereto or mentioned herein which contain additional terms shall he deemed incorporated herein by reference. Typewritten or handwritten provisions inserted in this form or attached hereto shall control all printed provisions in conflict therewith. 12). LIEN. The Contractor shall ensure that no contractor's liens are recorded against the Condominium or any portion of the development. If a lien is recorded as a result of or connected with this Agreement, then the Contractor shall, within five days, notice take all steps necessary to release the lien, including, if necessary transferring the lien to a bond at the Contractor's expense. If the Owner must pay any monies to release or satisfy any liens then in addition to all their remedies, the Owner may collect those sums from the Contractor, plus interest at the maximum rate allowable by law and attorney's fees. Units: 610, 710, 810, 910, 1010, 1110 81210 Page 34 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 201 B Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL M 0 SECTION 3600 Repair Mortar (Gel Patch) (OR APPROVED EQUAL) 1.1 SUMMARY LIE GOP A. Section Includes: 1. Application of nonsag concrete repair mortar with integral corrosion inhibitor for vertical and overhead applications.: 1.2 SUBMITTALS A. Comply with entire specifications B. Product Data: Submit manufacturer's technical data sheets and LEED product information for each product. C. Quality Control Submittals: 1. Provide protection plan of surrounding areas and non-cementitious surfaces. 1.3 QUALITY ASSURANCE A. Comply with entire specifications B. Qualifications: 1. Manufacturer Qualifications: Company with minimum 15 years of experience in manufacturing of specified products. 2. Manufacturer Qualifications: Company shall be ISO 9001:2000 Certified. 3. Applicator Qualifications: Company with minimum of 5 years' experience in application of specified products 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. C. Field Sample: 1. Install at Project site or pre -selected area of building an area for field sample, minimum 4 feet by 4 feet (1.2 m by 1.2 m), using specified material. 2. Apply material in accordance with manufacturer's written application instructions. 3. Manufacturer's representative or designated representative will review technical aspects; surface preparation, repair, and workmanship. 4. Field sample will be standard for judging workmanship on remainder of Project. 5. Maintain field sample during construction for workmanship comparison. 6. Do not alter, move, or destroy field sample until Work is completed and approved by Architect. 7. Obtain Architect's written approval of field sample before start of material application, including approval of aesthetics, color, texture, and appearance. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with entire specifications B. Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays. REPAIR MORTAR (GEL PATCH) Page 1 of Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 35 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 0 0 C. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. D. Store tightly sealed materials off ground and away from moisture, direct sunlight, extreme heat, and freezing temperatures. E. Precondition materials to 70 degrees F plus or minus 5 degrees F (21 degrees C plus or minus 3 degrees C) before mixing. 1.5 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not use products under conditions of precipitation or freezing weather. Do not apply material at temperatures below 40 degrees F (4 degrees C) or above 90 degrees F (32 degrees C). Use appropriate measures for protection and supplementary heating to ensure proper curing conditions per manufacturer's recommendations if application during inclement weather occurs. PART2-PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products from the following manufacturer. BASF Corporation Construction Chemicals Sika B. Substitutions: C. Specifications and Drawings are based on manufacturer's proprietary literature from BASF Construction Chemicals. Other manufacturers shall comply with minimum levels of material and detailing indicated in Specifications or on Drawings. Architect will be sole judge of appropriateness of substitutions. 2.2 MATERIALS A. Nonsag, lightweight, 1-component, high -strength, polymer -modified, silica -fume - enhanced repair mortar with integral corrosion inhibitor for vertical and overhead applications. 1. Manufactured to be placed from 114 inch (6 mm) to 2 inches (51 mm) per lift. 2. Acceptable Product: MasterEmaco N 425 (formerly Gel Patch) by BASF. B. Properties of mixed cementitious repair materials: 1. Working Time, 70 degrees F (21 degrees C): 20 to 30 minutes. 2. Color: Concrete gray C. Properties of cured cementitious repair materials: 1. Compressive Strength, ASTM C109, Modified: a. 1 Day: 2,150 psi (14.8 MPa). b. 7 Days: 5,600 psi (38.6 MPa). C. 28 Days: 6,750 psi (46.5 MPa). 2. Splitting Tensile Strength, ASTM C496, Modified, wet cure: a. 1 Day: 310 psi (2.1 MPa). b. 7 Days: 560 psi (3.9 MPa). C. 28 Days: 610 psi (4.2 MPa). REPAIR MORTAR (GEL PATCH) Units: 610, 710, 810. 910, 1010, 1110 &1210 Island Crest Condominium Association, Stack 10 10680 S. Ocean Dr., Jenson Beach, FL Page 36 of 81 February 27, 2018 Page 2 of 4 Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. 0 3. Flexural Strength, ASTM C348, Modified: F LE COPY a. 1 Day: 500 psi (3.4 MPa). b. 7 Days: 800 psi (5.5 MPa). C. 28 Days: 1,110 psi (7.7 MPa). 4. Bond Strength, ASTM C882, Modified, mortar scrubbed into substrate: a. 1 Day: 900 psi (6.2 MPa). b. 7 Days: 1,900 psi (13.1 MPa). C. 28 Days: 2,450 psi (16.9 MPa). 5. Chloride Permeability, AASHTO T277, ASTM C1202 Table 1: a. Very low range. 6. Length Change, ASTM C157, wet cure: a. 1 Day: Plus 0.019 percent, in/in. b. 7 Days: Plus 0.028 percent, in/in. C. 28 Days: Plus 0.034 percent, in/in. 7. Length Change, ASTM C157, dry cure at 50 percent relative humidity: a. 1 Day: Minus 0.026 percent, inln. b. 7 Days: Minus 0.11 percent, infin. C. 28 Days: Minus 0.15 percent,in(n. 8. Modulus of Elasticity, ASTM C215: a. 5.6 x 105 psi (3,861 MPa). 9. Linear Coefficient of Thermal Expansion, ASTM C531: a. 5.3 x 10-6 inln/degree F. 10. Water Absorption, ASTM C642: a. 28 Days: 4 percent. 11. VOC Content: a. 0 Ibs per gal (0 g/L), less water and exempt solvents. PART 3-EXECUTION 3.1 EXAMINATION 3.2 COMPLY WITH ENTIRE SPECIFICATIONS 3.3 SURFACE PREPARATION A. Protection: Protect adjacent Work areas and finish surfaces from damage during repair mortar application. B. Prepare surfaces in accordance with manufacturer's instructions. C. Ensure surfaces are clean, sound, and free of laitance, standing water, dirt, duct, grease, oil, efflorescence, paint, curing compounds, form oils, and other surface contaminants. D. Remove loose materials. E. Prepare concrete substrate to fractured aggregate profile for proper adhesion. F. Clean exposed steel reinforcement to white -metal finish and prime with anti -corrosion coating acceptable to product manufacturer. G. Saw -cut straight edges along repair area perimeters minimum of 114 inch (6 mm) deep to avoid featheredges. H. Report cracks that appear in interface area of patch or overlay to Architect, and repair as directed. REPAIR MORTAR (GEL PATCH) Page 3 of 4 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 37 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL MF LE COPY Continue expansion and control joints through repair or as directed by Architect. 3.4 MIXING A. Mix materials in accordance with manufacturer's instructions. B. Mix no more material than can be placed in 20 to 30 minutes at 70 degrees F (21 degrees C) and 50 percent relative humidity. 3.5 APPLICATION A. Apply and cure repair mortar in accordance with manufacturer's instructions. B. Placement: 1. Dampen surface with clean water to obtain saturated surface -dry (SSD) with no standing water. 2. Apply small quantity of mixed repair mortar to SSD substrate. Thoroughly key - in and work material throughout cavity to promote bond. 3. Place repair mortar and key -in and compact thoroughly to secure bond. 4. Apply repair mortar in lifts of 1/4 inch (6 mm) to 2 inches (51 mm). 5. Avoid featheredging. For optimum mechanical bond on successive lifts, thoroughly score each lift and allow reaching initial set before next layer is applied. 6. Trowel repair mortar to desired finish after initial set. C. Curing: 1. Damp cure for 3 days. 2. Use appropriate curing compound if surface cannot be damp cured. 3.6 PROTECTION A. Protect repair mortar from damage during construction. REPAIR MORTAR (GEL PATCH) Units: 610, 710, 810, 910, 1010, 1110 &1210 Island Crest Condominium Association, Stack 10 10580 S. Ocean Dr., Jenson Beach, FL END OF SECTION Page 38 of 81 February 27, 2018 Page 4 of 4 Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. SECTION 09900 PAINTING PART 1 GENERAL 1.1 SECTION INCLUDESLE � 3Fly A. Surface preparation. B. Field application of primers, paints, stains, and other coatings for exterior and interior items and surfaces. 1.2 SYSTEM DESCRIPTION A. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Project Consultant will select from standard colors and finishes available. 1. Painting includes field painting of exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory - applied final finish. 2. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Prefinished items include the following factory -finished components: (a) Architectural woodwork. (b) Acoustical wall panels. (c) Toilet enclosures. (d) Metal lockers. (e) Prefinished folding or accordion walls. (f) Elevator entrance doors and frames. (g) Elevator equipment. (h) Finished mechanical and electrical equipment. (i) Light fixtures. 2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: (a) Foundation spaces. (b) Furred areas. (c) Ceiling plenums. (d) Utility tunnels. (e) Pipe spaces. (f) Dud shafts. (g) Elevator shafts. 3. Finished metal surfaces include the following: (a) Anodized aluminum. (b) Stainless steel. (c) Chromium plate. (d) Copper and copper alloys. PAINTING Page 1 of 17 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 39 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL (e) Bronze and brass. 4. Operating parts include moving parts of operating equipment and the following: (a) Valve and damper operators. (b) Linkages. (c) Sensing devices. (d) Motor and fan shafts. 5. Labels: Do not paint over UL, FMG, or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. C. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this Section affected by alternates. 1.3 REFERENCES A. American Society for Materials and Testing (ASTM). 1. D16-Terminology for Paint, Related Coatings, Materials, and Applications. 2. D3960-Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings. 3. D4262-pH of Chemically Cleaned or Etched Concrete Surfaces. 4. D4263-Indicating Moisture in Concrete by the Plastic Sheet Method. B. Environmental Protection Agency (EPA). C. Factory Mutual Global (FMG). D. NACE International the Corrosion Society. E. GREENGUARD Product Emission Standard for Children & Schools. F. Green Seal Standard GS-03, Anti -corrosive paints, Second Edition, January 7, 1997, G. Green Seal Standard GS-11, Paints First Edition, May 20, 1993. H. National Fire Protection Association (NFPA): NFPA 30-Flammable and Combustible Liquids Code. I. Painting and Decorating Contractors Association (PDCA) P4-Responsibility for Inspection and Acceptance of Surfaces Prior to Painting and Decorating. J. Society of Protective Coatings (SSPC) SP6-Commercial Abrasion Blast. K. Standard Practice for The Testing Of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers, including 2004 Addenda. California Department of Health Services.Steel Structures Painting Council. L. Underwriter's Laboratory (UL). 1.4 DEFINITIONS A. General: Standard coating terms defined in ASTM D16 apply to this Section. 1. Flat: Lusterless or matte finish with a gloss range below 15 when measured at an 85 degree meter. 2. Eggshell: Low -sheen finish with a gloss range between 20 and 35 when measured at a 60 degree meter. PAINTING Page 2 of 17 Units: 610, 710, 810, 910. 1010, 1110 &1210 Page 40 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL fiW 1.6 3. Semi -gloss: Medium -sheen finish with when measured at a 60 degree meter. 4. Full gloss: High -sheen finish with a measured at a 60 degree meter. SUBMITTALS [ F 11 LE COPY a gloss range between 35 and 70 gloss range more than 70 when A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. 3. Low Emitting Materials: (a) Submit manufacturer's Material Safety Data Sheet Indicating VOC limits of all products. (b) Submit manufacturer's certification for all architectural paint, coating, and primer products applied to interior walls and ceilings that comply with the Green Seal Certification standard GS-11, Paints First Edition, May 20, 1993. (c) Submit manufacturer's certification for all anti -corrosive and anti -rust paint products applied to interior metal ferrous surfaces that comply with the Green Seal Standard GS-03, Second Edition, January 7, 1997. B. Samples for Verification: For each color and material to be applied, with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of materials and applications for each coat of each Sample. Label each Sample for location and application. 3. Submit Samples on the following substrates for Architect's review of color and texture only: (a) Concrete: 4 inch square samples for each color and finish. (b) Concrete Unit Masonry: 4 by 8-inch samples of masonry, with mortar joint in the center, for each finish and color. (c) Painted Wood: 8 inch square samples for each color and material on hardboard. (d) Stained or Natural Wood: 4 by 8 inch samples of natural or stained - wood finish on representative wood surfaces. (e) Ferrous Metal: 3 inch square samples of flat metal and 6-inch long samples of solid metal for each color and finish. C. Warranty. QUALITY ASSURANCE A. Applicator Qualifications: Paint applicator shall be licensed in the State of Florida or in Broward County and use state or county journeymen. Provide a legible copy of license and, when applicable a journeyman's certification attesting to qualification requirements. 1. Certifications: Paint applicator shall provide a certification attesting to having worked on projects similar in scope to this project for a minimum of 5 years. PAINTING Page 3 of 17 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 41 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL I�CLE COPY Paint applicator not providing such documentation or not having the required experience will be removed from the project and replaced by the Contractor. B. Source Limitations: Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of approved sample Submittals. 1. Architect will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. (a) Wall Surfaces: Provide samples on at least 100 sq. ft. (b) Small Areas and Items: Project Consultant will designate items or areas required. 2. Apply benchmark samples, according to requirements for the completed Work, after permanent lighting and other environmental services have been activated. Provide required sheen, color, and texture on each surface. (a) After finishes are accepted, Project Consultant will use the room or surface to evaluate coating systems of a similar nature. D. Final approval of colors will be from benchmark samples. E. Conform to ASTM for interpretation of terms used in this Section. F. Labels: Do not paint over Underwriter's Laboratories (UL), Factory Mutual (FM) or other code required labels or equipment name, identification, performance rating, or nomenclature plates. G. Regulatory Requirements: Conform to applicable code for flamelfuellsmoke rating requirements for finishes. H. Single Source Responsibility: Provide primers, paints, stains and other coatings for exterior and interior items and surfaces by the same manufacturer. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 degrees F and a maximum temperature of 90 degrees F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Keep storage area neat and orderly. Remove oily rags and waste daily. PAINTING Page 4 of 17 Units: 610, 710, 810, 910. 1010. 1110 &1210 Page 42 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL F LE COPY C. Container Labeling: Include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing. D. Store and mix materials in 1 area only. E. Comply with health and fire regulations. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.8 PROJECT CONDITIONS A. Allow sufficient time for stucco and plaster to moist cure in accordance with Section 09220-Portland Cement Plaster (Stucco). The pH factor and moisture level of all areas to receive primer or paint shall be tested and confirmed. 1. pH factor shall be below 10. 2. Moisture content shall be below 80. 3. Provide a written record of each such test. 4. "Hot° primer shall not be permitted until the pH is below 10. B. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems can be applied. C. Do not do any painting if the relative humidity exceeds 90 percent. D. Do not apply finish in areas where dust is being generated. E. Cover or otherwise protect finished work of other trades and surfaces not being painted concurrently or not to be painted. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 degrees F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. G. Provide continuous ventilation to maintain surface and ambient temperatures 24 hours before, during and 48 hours after painting. H. Provide lighting levels of 50 foot candles at mid -height at substrate surface. 1.9 WARRANTY A. Provide a written guarantee, co -signed jointly and severalty by the Contractor, painting subcontractor, and materials manufacturers, against cracking, peeling flaking, chalking and mildew on interior surfaces, and additionally against erosion and unreasonable fading or exterior surfaces, for 6 years; agreeing to repair and repaint surfaces affected by such defects, at no cost to the Owner, including necessary removal or protection of other work, without limit, within 30 days after notification by the Owner, and to perform such work based on the provisions of this section, including extension of the guarantee to cover new work. 1.10 EXTRA STOCK PAINTING Page 5 of 17 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 43 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL A. Provide "Home Store" data (where painter purchased the paints used on the project) include all paint records and the following Home Store information: 1. Name. 2. Address. 3. Telephone number. 4. Store manager name. 5. List of paints purchased by name and type. B. Provide a 1 gallon container of each color and surface texture of respective finish paints used on the project. C. Label each container with color, texture and room locations, in addition to the manufacturer's label. D. Deliver and store extra stock at the time of substantial completion. PART 2 PRODUCTS 2.1 MANUFACTURERS A. The Florida School Plant Management Association's Certified Products List shall serve as a minimum guideline. B. Subject to compliance with the specified requirements, provide products by one of the following manufacturers: 1. Benjamin Moore & Co. 2. Coronado Paint Co. 3. Duron, Inc. 4. ICI Paint Stores, Inc. 5. MAB Paints. 6. PPG Architectural Finishes, Inc. 7. (Basis of Design) Sherwin-Williams Company. 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. C. Colors: As selected by Project Consultant from manufacturer's full range. D. Millage noted below is minimum acceptable dry film thickness per coat application. PAINTING Page 6 of 17 Units: 610, 710, 810, 910. 1010. 1110 &1210 Page 44 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL LECOPY E. Toxicity/IEQ: All interior paint and coating products are to comply with the GREENGUARD Product Emission Standard for Children & Schools or any of the following which apply: 1. All architectural paints, coatings, and primers applied to interior walls and ceilings are to comply with the Green Seal Standard GS-11, First Edition, May 20, 1993. 2. All anti -corrosive and anti -rust paints applied to interior metal ferrous surfaces are to comply with Green Seal Standard GS-03, Second Edition, January 7, 1997. 2.3 VOC CONTENT A. Products are specified must not exceed the following: 1. Interior Coatings (weight in grams/liter of product): (a) Non -Flat: 150. (b) Flat: 50. 2. Exterior Coatings weight in grams/liter of product minus water): (a) Non -Flat: 200. (b) Flat: 100. 2.4 CONCRETE UNIT MASONRY BLOCK FILLERS A. Concrete Unit Masonry Block Filler: Factory -formulated high-performance latex block fillers. 1. Sherwin-Williams; PrepRite Block Filler (B25W25): Applied at a dry film thickness of not less than 8 mils per coat. (a) Meets GS-11. (b) Meets FSPMA MP-33.1 Block Filler, Latex -Base, Interior -Exterior Flat, White. 2.5 EXTERIOR PRIMERS A. Exterior Concrete and Masonry Primer -New Construction: Factory -formulated alkali - resistant acrylic -latex primer for exterior application. 1. Sherwin-Williams; Loxon Acrylic Primer (A24W300): Applied at a dry film thickness of not less than 3.2 mils per coat. B. Exterior Concrete and Masonry Primer -for Elastomeric Coatings: Factory —formulated alkali -resistant acrylic -latex primer for exterior application 1. Sherwin-Williams; Loxon Acrylic Primer (A24W300): Applied at a dry film thickness of not less than 3.2 mils per coat. C. Exterior Concrete and Masonry Primer -for Existing Construction: Factory —formulated alkali -resistant Acrylic primer for exterior application 1. Sherwin-Williams; Loxan Conditioner (A24W100): Applied at a spread rate of 200-300 square feet per gallon. D. Exterior Wood Primer for Acrylic Enamels: Factory -formulated alkyd or latex wood primer for exterior application. 1. Sherwin-Williams; A-100 Exterior Oil Stain Blocking Primer (Y24W20): Applied at a dry film thickness of not less than 2.3 mils per coat. or 2. Sherwin-Williams; A-100 Exterior Latex Primer (B42W41/B42W43): Applied at a dry film thickness of not less than 1.4 mils per coat. PAINTING Page 7 of 17 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 45 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, Fl. '[F� LE COPY E. Exterior Ferrous -Metal Primer: Factory -formulated rust -inhibitive metal primer for exterior application. 1. Sherwin-Williams; Pro -Cry[ Universal Primer (B66-310 Series): Applied at a dry film thickness of not less than 2.0 mils per coat (acrylic -based). (a) Meets GS-11. (b) Meets FSPMA MP-26.3 'Recommended Primer" under Sherwin- Williams DTM Acrylic Gloss Coating (B66 Series). Exterior Zino -Coated Metal Primer: Factory -formulated galvanized metal primer for exterior application. 1. Sherwin-Williams; Pro-Cryl Universal Primer (B66-310 Series): Applied at a dry film thickness of not less than 2.0 mils per coat. (a) Meets GS-11. (b) Meets FSPMA MP-26.3 "Recommended Primer" under Sherwin- Williams DTM Acrylic Gloss Coating (B66 Series). G. Exterior Aluminum Primer under Acrylic Finishes: Factory -formulated acrylic -based metal primer for exterior application. 1. Sherwin-Williams; Pro-Cryl Universal Primer (B66-310 Series): Applied at a dry film thickness of not less than 2.0 mils per coat. (a) Meets GS-11. (b) Meets FSPMA MP-26.3 "Recommended Primer' under Sherwin- Williams DTM Acrylic Gloss Coating (866 Series). 2.6 INTERIOR PRIMERS A. Interior Concrete. Masonry. and Brick Primer: Factory -formulated alkali -resistant acrylic -latex interior primer for interior application. 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600): Applied at a dry film thickness of not less than 1.5 mils per coat. (a) Meets GS-11. B. Interior Gypsum Board Primer: Factory -formulated latex -based primer for interior application. 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600): Applied at a dry film thickness of not less than 1.5 mils per coat. (a) Meets GS-11. C. Interior Plaster Primer: Factory -formulated latex -based primer for interior application. 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600): Applied at a dry film thickness of not less than 1.5 mils per coat. (a) Meets GS-11. D. Interior Wood Primer for Acrylic -Enamel: Factory -formulated acrylic -latex -based interior wood primer. 1. Sherwin-Williams; Harmony Interior Latex Primer (1311W900): Applied at a dry film thickness of not less than 1.3 mils per coat. (a) Meets GS-11. or 2. S-W PrepRite ProBlock Latex Primer, B51 Series (4 milswet, 1.4 mils dry). E. Interior Ferrous -Metal Primer: Factory -formulated quick -drying rust -inhibitive alkyd - based metal primer. 4-. Sherwin-Williams; ProCryl Universal Primer (B66-310 Series): Applied at a dry film thickness of not less than 2.0 mils per coat. PAINTING Page 8 of 17 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 46 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Interior Zinc -Coated Metal Primer: Factory -formulated galvanized metal primer. 1. Sherwin-Williams; ProCryl Universal Primer (B66-310 Series): Applied at a dry film thickness of not less than 2.0 mils per coat. (a) Meets GS-11. G. Interior Unit Masonry, Gypsum Board and Plaster: Factory -formulated primer for Epoxy finish. 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600): Applied at a dry film thickness of not less than 1.5 mils per coat. (a) Meets GS-11. 2.7 EXTERIOR FINISH COATS A. Exterior Low -Luster Acrylic Elastomeric: Factory -formulated low sheen 100% Acrylic Elastomeric coating for exterior application. Note: Use elastomerics only after receiving approval in writing from the Owner. 1. Sherwin-Williams; SherLastic Elastomeric Coating (A5-100 Series): Applied at a dry film thickness of not less than 6.0 mils per coat. B. Exterior Low -Luster Acrylic Paint: Factory -formulated low -sheen (eggshell) acrylic - latex paint for exterior application. 1. Sherwin-Williams; A-100 Exterior Latex Satin (A82 Series): Applied at a dry film thickness of not less than 1.3 mils per coat. C. Exterior Semigloss Acrylic Enamel: Factory -formulated semigloss waterbome acrylic -latex enamel for exterior application. 1. Sherwin-Williams; DTM Acrylic Coating (1366-200 Series —Semi -Gloss) Applied at a dry film thickness of not less than 2.5 mils per coat. D. Exterior Full -Gloss Acrylic Enamel for Ferrous and Other Metals: Factory -formulated full -gloss waterbome acrylic -latex enamel for exterior application. 1. Sherwin-Williams; DTM Acrylic Coating (1366-100 Series -Gloss): Applied at a dry film thickness of not less than 2.5 mils per coat. (a) Meets GS-11. (b) Meets FSPMA MP-26.3 Acrylic -Base Gloss Enamel, Metal Surfaces, Whites and Tints. 2.8 INTERIOR FINISH COATS A. Interior Flat Acrylic Paint: Factory -formulated flat acrylic -emulsion latex paint for interior application. 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Flat (B30-600 Series): Applied at a dry film thickness of not less than 1.3 mils per coat. (a) Meets GS-11. B. Interior Flat Latex -Emulsion Size: Factory -formulated flat latex -based interior paint. 1. Sherwin-Williams; Harmony Interior Latex Flat (B5 Series): Applied at a dry film thickness of not less than 1.7 mils per coat. (a) Meets GS-11. C. Interior Low Luster Latex Paint: Factory -formulated eggshell latex based interior paint. 1. Sherwin-Williams; Harmony Interior Latex Eg-Shel (B9 Series): Applied at a dry film thickness of not less than 1.6 mils per coat. (a) Meets GS-11. PAINTING Page 9 of 17 Units: 610, 710. 810, 910. 1010. 1110 &1210 Page 47 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL F 'LE COPY D. Interior Low -Luster Acrylic Enamel: 1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Eg-Shel (B20-600 Series): Applied at a dry film thickness of not less than 1.7 mils per coat. (a) Meets GS-11. E. Interior Semi -gloss Acrylic Enamel: Factory -formulated semi -gloss acrylic -latex enamel for interior application. 1. Sherwin-Williams; ProGreen 200 Interior Latex Semi -Gloss (831- 600 Series): Applied at a dry film thickness not less than 1.6 mils per coat. (a) Meets GS-11. F. Interior Full -Gloss Acrylic Enamel: 1. Sherwin-Williams; Pro Industrial Zero VOC Acrylic Gloss (B66W600): Applied at a dry film thickness of not less than 2.5 mils per coat. G. Interior Semi -gloss Waterborne Acrylic Epoxy: Factory -formulated semi -gloss acrylic epoxy coating of interior application. 1. Sherwin-Williams; Water -Based Catalyzed Epoxy (Two Component) (B70W211IB60V15): Applied at a dry film thickness of not less than 2.5 mils per coat. 2. S-W Pro Industrial Pre -Catalyzed Waterbased Epoxy, K46W150 Series. (a) Meets GS-11. 3. Benjamin Moore: IMC Acrylic Epoxy Coating -Semi -Gloss (M43/M44-86). Applied at a dry film thickness of not less than 1.5 mils. 2.9 INTERIOR WOOD STAINS AND VARNISHES A. Open -Grain Wood Filler: Factory -formulated paste wood filler applied at spreading rate recommended by manufacturer. 1. Sherwin-Williams; Sher -Wood Natural Filler (D70T1). B. Interior Wood Stain: Factory -formulated alkyd -based penetrating wood stain for interior application applied at spreading rate recommended by manufacturer. 1. S-W Minwax 250 VOC Wood Stain C. D. Interior Waterborne Clear Satin Varnish: Factory -formulated clear satin acrylic -based polyurethane varnish applied at spreading rate recommended by manufacturer. 1. 2 Coats -Sherwin-Williams; Wood Classics Waterborne Polyurethane Vamish-Satin (A68 Series): Applied at a dry film thickness of not less than 0.8 mils per coat. E. Interior Waterbome Stain Full -Gloss Varnish: 1. 2 Coats -Sherwin-Williams; Wood Classics Waterbome Polyurethane Vamish-Gloss (A68 Series): Applied at a dry film thickness of not less than 0.8 mils per coat. PAINTING Page 10 of 17 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 48 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL PART 3 EXECUTION LE COPY 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with applicator present, for compliance with requirements for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide pull tests on existing painted surfaces where a different coating will be applied. Verify with the manufacturer that the coatings are compatible. 2. Provide barrier coats over incompatible primers or remove and reprime. 3. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. (a) Use abrasive blast -cleaning methods if recommended by paint manufacturer. (b) Determine alkalinity pH and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition by approved curing methods in Section 09220-Porland Cement (Stucco). Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. (c) Clean concrete floors to be painted with a 6 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, rinse, allow to dry, and vacuum before painting. PAINTING Page 11 of 17 Units: 610, 710, 810, 910. 1010, 1110 81210 Page 49 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 4. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. (a) Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. (b) Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides of wood, including cabinets, counters, cases, and paneling. (c) If transparent finish is required, backprime with non -yellowing varnish. (d) Backpdme paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. (e) Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 5. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the Steel Structures Painting Counsel's recommendations. (a) Blast steel surfaces clean as recommended by paint system manufacturer and according to SSPC-SP 6/NACE No. 3. (b) Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. (c) Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. 6. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment or "passivators" from galvanized sheet metal fabricated from coil stock by mechanical methods SSPC-SP 7. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. PAINTING Page 12 of 17 Units: 610, 710, 810. 910, 1010, 1110 81210 Page 50 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL COPY 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built- in fixtures, grilles, convector covers, covers for finned -tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment and furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 6. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Finish interior of wall and base cabinets and similar field -finished casework to match exterior. 10. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by manufacturer for material and texture required. 3. Spray Equipment: Use aidess spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and occupied spaces. F. Mechanical items to be painted include, but are not limited to, the following: 1. Uninsulated metal piping. PAINTING Page 13 of 17 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 61 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 2. Uninsulated plastic piping. LE COPY 3. Pipe hangers and supports. 4. Tanks that do not have factory -applied final finishes. 5. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets. 6. Duct, equipment, and pipe insulation having "all -service jacket' or other paintable jacket material. 7. Mechanical equipment that is indicated to have a factory -primed finish for field painting. G. Electrical items to be painted include, but are not limited to, the following: 1. Switchgear. 2. Panelboards. 3. Electrical equipment that is indicated to have a factory -primed finish for field painting. H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. I. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no bleed -through or other defects due to insufficient application of sealer or primer. J. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. K. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections. 1. Provide satin finish for final coats. L. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following test procedure at any time and as often as Owner deems necessary during the period when paint is being applied: 1. Owner will engage a qualified independent testing agency to sample paint material being used. Samples of material delivered to Project will be taken, identified, sealed, and certified in the presence of Contractor. 2. Testing agency will perform appropriate tests as required by Owner 3. Owner may direct Contractor to stop painting if test results show material being used does not comply with specified requirements. Contractor shall remove noncomplying paint from Project site, pay for testing, and repaint surfaces previously coated with the noncomplying paint. If necessary, Contractor may be required to remove noncomplying paint from previously PAINTING Page 14 of 17 Units: 610, 710, 810, 910. 1010, 1110 W210 Page 52 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL painted surfaces if, on repainting with specified paint, the 2 coatings are incompatible. 3.5 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 1. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. B. Remove all spilled, splashed or splattered paint from all surfaces. Leave entire project in a clean condition. C. Place scrapings, empty cans, consumed brushes, etc. in plastic bags and dispose of in the proper manner by the Contractor. Place used mineral spirits and other hazardous liquids in an appropriate container and is the responsibility of the Contractor to properly dispose of in full compliance of E.P.A. rules and regulations. D. Do not mar surface finish by cleaning. E. Leave entire project in a clean condition. `jam � L FL, C � FT 3.6 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.7 EXTERIOR PAINT SCHEDULE (provide the following finish systems): A. Concrete. Stucco. and Brick: Unless specialty finish is noted: 1. Low -Luster Acrylic Paint: (a) Primer: Exterior concrete and masonry primer. (b) Finish: 2 coats Exterior low -luster acrylic paint. 2. Semi -gloss Acrylic -Enamel: (a) Primer: Exterior concrete and masonry primer. (b) Finish: 2 coats Exterior semi -gloss acrylic enamel. 3. Low Luster Acrylic Elastomeric: (a) Primer/Sealer: Latex masonry sealer (b) Finish: 2 coats Low luster Acrylic elastomeric waterproof coating. B. Concrete Unit Masonry: 1. Low -Luster Acrylic Paint: (a) Block Filler: Concrete unit masonry block filler. (b) Finish: 2 coats Exterior low -luster acrylic paint. 2. Semi -gloss Acrylic -Enamel: (a) Block Filler: Concrete unit masonry block filler. (b) Finish: 2 coats Exterior semi -gloss acrylic enamel. PAINTING Page 15 of 17 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 53 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Static 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL I F0 LE COPY 3. Low Luster Acrylic Elastomeric: (a) Primer/Sealer: Alkyd masonry sealer (b) Finish: 2 coats Low luster Acrlyic elastomeric waterproof coating C. Ferrous -Metal: Primer is not required on shop -primed items. 1. Full -Gloss Acrylic -Enamel: (a) Primer: Exterior ferrous -metal primer. (b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and other metals. 2. Semi -gloss Acrylic -Enamel: (a) Primer. Exteriorferrous-metal primer (b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and other metals. D. Zinc -Coated Metal 1. Full -Gloss Acrylic -Enamel: (a) Primer: Exterior galvanized metal primer. (b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and other metals. 2. Semi -gloss Acrylic -Enamel: (a) Primer. Exterior ferrous -metal primer (b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and other metals. E. Aluminum: Provide the following finish systems over exterior aluminum surfaces: 1. Full -Gloss Acrylic -Enamel Finish: (a) Primer: Exterior aluminum primer under acrylic finishes. (b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and other metals. 2. Semi-glossAcrylic-Enamel Finish: (a) Primer: Exterior aluminum primer under acrylic finishes (b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and other metals. F. Wood: 1. Low -Luster Acrylic Paint: (a) Primer: Exterior concrete and masonry primer. (b) Finish: 2 coats Exterior low -luster acrylic paint. 2. Low Luster Acrylic Elastomeric: (a) Primer/Sealer: Latex masonry sealer (b) Finish: 2 coats Low luster Acdyic elastomeric waterproof coating. 3.8 INTERIOR PAINT SCHEDULE A. Concrete and Brick: 1. Low-LusterAcrylic-Enamel: (ceilings and soffits). (a) Primer: Interior concrete and masonry primer. (b) Finish: 2 coats Interior low -luster acrylic enamel. 2. Semi -gloss Acrylic -Enamel: (a) Primer: Interior concrete and masonry primer. (b) Finish: 2 coats Interior semi -gloss acrylic enamel. B. Concrete Unit Masonry: 1. Semi -gloss Acrylic -Enamel: (a) Block Filler: Concrete unit masonry block filler. (b) Finish: 2 coats Interior semi -gloss acrylic enamel. PAINTING Page 16 of 17 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 54 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL C. Concrete Unit Masonry, Gypsum Board and Plaster: 1. Semi -gloss Waterborne Acrylic Epoxy: (a) Primer: Epoxy primer. (b) Finish: 2 coats Waterbome semi -gloss Acrylic Epoxy Coating. END OF SECTION FL`:7�7' �� �av° PAINTING Page 17 of 17 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 55 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL SECTION 09910 REMEDIAL PAINTING PART GENERAL 1.1 SECTION INCLUDES A. Surface preparation. B. Field application of primers, paints and other exterior coatings on previously coated surfaces. i34 Aa1114AN&Ix311P72V A. 09900-Painting. 1.3 REFERENCES A. American Society for Materials and Testing (ASTM). 1. D16-Terminology for Paint, Related Coatings, Materials, and Applications. 2. D3960-Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings. 3. D4262-pH of Chemically Cleaned or Etched Concrete Surfaces. 4. D4263-Indicating Moisture in Concrete by the Plastic Sheet Method. B. Environmental Protection Agency (EPA). C. Factory Mutual Global (FMG). D. NACE International the Corrosion Society. E. National Fire Protection Association (NFPA): NFPA 30-Flammable and Combustible Liquids Code. F. Painting and Decorating Contractors Association (PDCA) P4-Responsibility for Inspection and Acceptance of Surfaces Prior to Painting and Decorating. G. Society of Protective Coatings (SSPC) SP6-Commercial Abrasion Blast. H. Steel Structures Painting Council. I. Underwriter's Laboratory (UL). Hl 1 1 #9f:1YlIf7:F7 A. General: Standard coating terms defined in ASTM D16 apply to this Section. 1. Flat: Lustedess or matte finish with a gloss range below 15 when measured at an 85 degree meter. 2. Eggshell: Low -sheen finish with a gloss range between 20 and 35 when measured at a 60 degree meter. 3. Semi -gloss: Medium -sheen finish with a gloss range between 35 and 70 when measured at a 60 degree meter. REMEDIAL PAINTING Page 1 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 56 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL 4. Full gloss: High -sheen finish with a gloss range more than 70 when measured at a 60 degree meter. B. Latex: Water -based paint. C. New Work: Surface or area of a surface not previously painted, including areas patched, replaced, or sandblasted causing a painted or unpainted surface or part of a painted or unpainted surface to exist. D. Old Work: Surface that has been previously painted. E. Paint: All coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials used as prime, intermediate, or finish coats. F. Smooth: A surface free from roughness, ridges, and projections. G. High Traffic Areas: Walkways, stairwells and other areas adjacent to concrete sidewalks or asphalt. Includes walkways, corridors, and other exterior areas under roof cover. The height of the finish is to be coordinated with architectural features such as the top of window and or door frames, stucco screeds or control joints, the underside of covered walkways, etc. Where walls are flush and without definition, the finish should be a minimum of 6 feet AFF. 1.5 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. B. Samples for Verification: Provide for each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of materials and applications for each coat of each sample. Label each sample for location and application. 3. Submit samples on the following substrates for Architect's review of color and texture only: (a) Concrete: 4 inch square samples for each color and finish. (b) Concrete Unit Masonry: 4 by 8-inch samples of masonry, with mortar joint in the center, for each finish and color. (c) Painted Wood: 8 inch square samples for each color and material on hardboard. (d) Stained or Natural Wood: 4 by 8 inch samples of natural or stained - wood finish on representative wood surfaces. (e) Ferrous Metal: 3 inch square samples of flat metal and 6-inch long samples of solid metal for each color and finish. REMEDIAL PAINTING Page 2 of 11 Units: 610, 710, 810, 910, 1010. 1110 &1210 Page 57 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27. 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL C. Warranty. F L E C (0 Ff D. VOC Data: Submit for each product the Green Seal Certification to GS-11, description of the basis for certification, and VOC content. E. Provide a 1 gallon container of each color, type, and surface texture to Owner for Owners testing. 1. Label each container with color, type, texture, and room locations, in addition to the manufacturer's label. 1.6 QUALITY ASSURANCE A. Applicator Qualifications: Paint applicator shall be licensed in the State of Florida or in Broward County and use state or county journeymen. Provide a legible copy of license and, when applicable a journeyman's certification attesting to qualification requirements. 1. Certifications: Paint applicator shall provide a certification attesting to having worked on projects similar in scope to this project for a minimum of 5 years. Paint applicator not providing such documentation or not having the required experience will be removed from the project and replaced by the Contractor. B. Source Limitations: Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of approved sample Submittals. 1. Architect will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. (a) Wall Surfaces: Provide samples on at least 100 sq. ft. (b) Small Areas and Items: Project Consultant will designate items or areas required. 2. Apply benchmark samples, according to requirements for the completed Work, after permanent lighting and other environmental services have been activated. Provide required sheen, color, and texture on each surface. (a) After finishes are accepted, Project Consultant will use the room or surface to evaluate coating systems of a similar nature. 3. Final approval of colors will be from benchmark samples. D. VOC Content: Determine VOC (Volatile Organic Compound) content of primers, paints, and coating in accordance with EPA Method 24 or ASTM D3960. E. Conform to ASTM for interpretation of terms used in this Section. F. Labels: Do not paint over Underwriter's Laboratories (UL), Factory Mutual (FM) or other code required labels or equipment name, identification, performance rating, or nomenclature plates. G. Regulatory Requirements: Conform to applicable code for flame/fuel/smoke rating requirements for finishes. H. Single Source Responsibility: Provide primers, paints, stains and other coatings for exterior and interior items and surfaces by the same manufacturer. REMEDIAL PAINTING Page 3 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 58 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Lead Safety: Beginning April 22, 2010, federal law (EPA's Final Rule 40 CFR Part 745) shall require that contractors and renovators performing renovation, repair, and painting projects that disturb lead based paint in homes, child care facilities, and schools built before 1978 that a child under age 6 visits regularly, to be certified and follow lead -safe work practices to prevent lead contamination. Contractors and renovators must be EPA Certified and projects must comply with the EPA manual "Renovate Right, Important Lead Hazard Information for Families, Child Care Providers and Schools". 1.7 DELIVERY, STORAGE AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. I COPY 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 degrees F and a maximum temperature of 90 degrees F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Keep storage area neat and orderly. Remove oily rags and waste daily. C. Container Labeling: Include manufacturers name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing. D. Store and mix materials in 1 area only. E. Comply with health and fire regulations. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.8 PROJECT CONDITIONS A. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems can be applied. B. Do not do any paining if the relative humidity exceeds 90 percent. C. Do not apply finish in areas where dust is being generated. D. Cover or otherwise protect finished work of other trades and surfaces not being painted concurrently or not to be painted. E. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 degrees F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. REMEDIAL PAINTING Page 4 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 59 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL F �L ILL', COPY F. Provide continuous ventilation to maintain surface and ambient temperatures 24 hours before, during and 48 hours after painting. G. Provide lighting levels of 50 foot candles at mid -height at substrate surface. 1.9 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 50 degrees Fahrenheit for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply paint in rain, fog or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 degrees Fahrenheit above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. C. Minimum Application Temperature: 1. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees Fahrenheit and 90 degrees Fahrenheit. 2. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees Fahrenheit and 95 degrees Fahrenheit. D. Provide lighting level of 80 foot-candles measured mid -height at substrate surface. E. Do not apply finish in areas where dust is being generated. dfI)�r�'l_1331ar9 A. Contractor, Sub -Contractor, and each Material Manufacturer: Provide a written 5 year unconditional Guarantee including a comprehensive Warranty covering all workmanship and materials, and related costs. Submit under provisions of Section 01700, "Project Closeout". Ensure Warranty includes the prevention of water - infiltration through all components of the paint system. B. Note: Manufacturer warranty to include all components of the integral paint system - primer, texture, finish. C. Contractor must repair or replace any component or workmanship found to be defective and must include labor and materials to provide repair or replacement of all finishes including painting, sealants, signage, interior finishes, and other components affected by this Work. 1.11 EXTRA STOCK A. Provide "Home Store" data (where painter purchased the paints used on the project) include all paint records and the following Home Store information: 1. Name. 2. Address. 3. Telephone number. 4. Store manager name. 5. List of paints purchased by name and type. REMEDIAL PAINTING Page 5 of 11 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 60 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Slack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL B. Provide a 1 gallon container of each color and surface texture of respective finish paints used on the project. C. Label each container with color, texture and room locations, in addition to the manufacturer's label. D. Deliver and store extra stock at the time of substantial completion. PART 2 PRODUCTS 2.1 MANUFACTURERS A. The Florida School Plant Management Association's Certified Products List shall serve as a minimum guideline. B. Subject to compliance with the specified requirements, provide products by one of the following manufacturers: 1. Benjamin Moore & Co. 2. Coronado Paint Co.L 3. Duron, Inc. F= C ©IFY 4. ICI Paint Stores, Inc. 5. MAB Paints. 6. PPG Architectural Finishes, Inc. 7. (Basis of Design) Sherwin-Williams Company. 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: As selected by Owner from manufacturer's full range. D. Millage specified in Section 09900-Painting is minimum acceptable dry film thickness per coat application. f3�ti`L�I�I�I�I: Y 1=: Y 11 A. Where products are specified below that meet LEED NC 2.2, VOC weight must not exceed the following: 1. Interior Coatings (weight in grams/liter of product): (a) Non -Flat: 150. (b) Flat: 50. 2. Exterior Coatings weight in grams/liter of product minus water): (a) Non -Flat: 200. (b) Flat: 100. Wt��i�l:[d:t�1X11�lYiii/_F37�I7� 7S�Zd:�ylA1��1-�1 REMEDIAL PAINTING Page 6 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 61 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL A. Refer to Section 09900-Painting. 2.5 EXTERIOR PRIMERS A. Refer to Section 09900-Painting. 2.6 INTERIOR PRIMERS A. Refer to Section 09900-Painting. 2.7 EXTERIOR FINISH COATS A. Refer to Section 09900-Painting. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with applicator present, for compliance with requirements for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 3.2 PREPARATION A. Pressure clean all exterior surfaces with a minimum 3000 psi @ 4.0 gpm pressure cleaning machine, removing all loose paint, chalky deposits and efflorescence, heavy dirt accumulations, etc. If there is any sign of mildew or fungus on any surfaces, treat that surface with 50150 water and bleach solution and pressure clean thoroughly. Due to paint finish break down, resulting in a chalky residue, clean high gloss walls with a T.S.P. and water solution prior to pressure cleaning. B. On wall or ceiling surfaces where asbestos materials such as transit panels have been identified, the utmost caution must be exercised. Treat these areas with 50/50 water and bleach solution and rinsed thoroughly with low-pressure potable water. Care should be taken so that the material is not disturbed. C. Concrete, Masonry and Stucco: 1. Fill cracks and irregularities to provide uniform surface texture. 2. Clean stucco and concrete surfaces to remove dirt, loose mortar, foreign matter, efflorescence and laitance. D. Metal Surfaces: 1. Remove loose rust, grease, oil, dust, mill scale and other surface contaminates using suitable methods for exposure. 2. Fallow standards as established by The Steel Structures Painting Council. REMEDIAL PAINTING Page 7 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 62 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jallcul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL IF LE COPY E. Air-dry areas cleaned with water (high or low) for a period of 24 hours. 1. Apply masonry sealer; white or tinted to match the finish color, that meets D.O.E. specifications M.P. 14.3 within 7 days of cleaning. 2. Hairline Cracks and Peeled -Off Areas: Patched and feather -edged so as to ensure a uniform surface that matches the rest of the area and will not be noticeable after the finish coat of paint is applied. 3. Ensure all patching, glazing, scraping, sanding, and caulking will be done and approved before the finish coats are applied. F. If the wall has multiple hairline cracks, apply an elastomeric product and process appropriate to the severity of wall deterioration and the texture desired for the finished product. G. Cut out wall cracks up to 1/4 inch wide. Feather -edge all scraped and peeled -off areas with an approved patching compound to give a smooth and uniform surface prior to the finish coats being applied. Remove old caulking, flush with water or compressed air and fill with the correct filling compound. Final approval on all stages of this process and resolution of all problems pertaining to this process will be made by the Owner. H. Contractor: Identify masonry cracks and other areas that are over 1/4 inch in width to the Owner. They will be repaired by the Owner as needed and will be spot primed and finished by the Contractor at no extra cost to the Owner. I. Thoroughly clean aggregate panels (stone) and provide 2coats of clear sealer. J. Remove all signage prior to painting and reinstall when completed. K. Protect all painted signs or replace in kind. L. Use Rust-Oleum, rust reformer, on all rusted areas after the proper preparation. Conform to Manufacturer's instructions. 3.3 APPLICATION A. Verify that surfaces are ready to receive work as instructed by product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of Work. Report any condition that may potentially affect proper application. Protect all adjacent areas not to receive paint with appropriate covers, tape, etc. C. Test shop applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below those recommended by the product manufacturer and the ph of stucco has reached a ph of 1 D or less. Verify ph reading by testing with a ph pencil. Test every 1,000 square feet. E. Follow manufacturer's directions by mixing, application, millage rate, and drying time between coats. F. Apply primer and allow it to dry. G. Slightly vary the color of succeeding coats. REMEDIAL PAINTING Page 8 of 11 Units: 610, 710, 810, 910. 1010, 1110 &1210 Page 63 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL H. Flow materials on evenly and smoothly, leaving surfaces free of brush marks, streaks, laps or pile up of paints and skipped or missed areas with no variation in sheen or color. Apply elastormeric coating by airless spray or heavy nap roller. If applying by airless spray, back roll to force material into voids and to even out the film. Apply two full coats. Each coat is to yield a minimum 20 mils wet finish. Final finish is to be 20 mils dry. J. Ensure coverage and hide are complete. When color, stain, dirt or undercoats show through final coat, cover the surface with additional coats until the paint film is of uniform finish, color appearance and coverage at no additional cost to the Owner. K. Metal Surfaces: 1. Remove loose paint, rust and scale by scraping, sanding or wire brushing the entire area. 2. Feather edges to ensure a quality finish. 3. Prime surfaces with acrylic metal primer, finish coat with semi -gloss or high gloss latex. 4. In areas where heavy rust is evident, proper cleaning and a coat of zinc chromate will be necessary prior to finish coating. L. Wood Surfaces: 1. Ensure previously painted wood is thoroughly scraped, sanded, feathered, primed with acrylic primer sealer and finished with latex semi gloss enamel. 2. Contractor: Identify rotted wood to the Owner for replacement. Prime and finish at no extra cost to the Owner. M. Loggia, Breezeway Ceilings and Overhanging Ceilings (that are finished with alkyd enamel): 1. Pressure clean, scrape, sand, prime, retain patch and caulk with appropriate material and then finish with latex semi gloss enamel. N. Exterior Doors and Frames 1. Pressure clean, scrape, sand, and featheredge, patch if needed, prime and finish on all 6 sides. 2. Contractor: Responsible for the removal and replacement of security grills as needed. O. Caulking Windows, Door Frames, Opening Trim, Window Frames (or where masonry meets any other surface): 1. Remove the old deteriorated caulking and replace with continuous uniform bead of caulking to ensure a water tight and uniform seal. 2. Scrape, sand, dust, prime and re -glaze all deteriorated or missing window glazing on wood frame windows to form a uniform watertight seal and then finish as needed. Exterior Stairwells and High Traffic Areas (adjacent to concrete or asphalt sidewalks): 1. Clean, prime provide 2 coats of 100 percent Arcylic Elastomeric paint and finish with one coat of latex high gloss enamel. Q. Signs (seals, logos, emblems, etc.): Pressure clean, scrape, seal with a "chalky wall sealer", patch and restore to their original configurations and colors, unless otherwise specified at Pre -Job Conference. REMEDIAL PAINTING Page 9 of 11 Units: 610, 710, 810, 910, 1010, 1110 81210 Page 64 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL R. Contractor: 1. Ensure paint coverage is complete. 2. Utilize a wet film thickness gauge at all times of application to confirm application is compliant with this specification and the manufacturer's requirements. 3. When color, stain, dirt or undercoating show through the final coat, cover the surface with additional coats until the paint film is of uniform finish, color appearance, and coverage at no additional cost to the Owner. S. Ensure application is under provisions of manufacturer's printed instructions on the label. 3.4 INSPECTION A. Do not apply additional coats until completed coat has been inspected by the Owner. B. Only inspected coats of paint will be considered in determining number of coats applied. C. Provide wet film thickness gage for verification of application thickness compliance. 3.5 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 1. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. B. Remove all spilled, splashed or splattered paint from all surfaces. Leave entire project in a clean condition. C. Place scrapings, empty cans, consumed brushes, etc. in plastic bags and dispose of in the proper manner by the Contractor. Place used mineral spirits and other hazardous liquids in an appropriate container and is the responsibility of the Contractor to properly dispose of in full compliance of E.P.A. rules and regulations. D. Do not mar surface finish by cleaning. E. Leave entire project in a clean condition. 3.6 PROTECTION A. Cover or otherwise protect surfaces not being painted concurrently or not to be painted. B. Provide "Wet Paint' signs as required to protect newly painted surfaces. 3.7 EXTERIOR PAINTING SCHEDULE A. Finish all exposed surfaces under provisions of the following painting schedule unless the drawings or the specifications specifically indicate otherwise. B. Exterior Surfaces: 1. Surface Paint Coats REMEDIAL PAINTING Page 10 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 65 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL r 2. Ferrous Metals: 1st & 2nd: Exterior Semi- gloss acrylic enamel (shop primed). 3. Ferrous Metals: 1st: Ferrous metal primer (unprimed). 2nd & 3rd: Exterior Semi- gloss acrylic enamel. 4. Galvanized Metal: 1 st: Galvanized metal primer. 2nd & 3rd: Exterior Semi- gloss acrylic enamel. 5. Aluminum: 1st: Factory Formulated acrylic -based metal, (Aluminum) primer for exterior applications. 2nd & 3rd: Exterior Semi -gloss acrylic enamel. 6. Existing & Repaired Stucco & Concrete: 1st: Latex Conditioner for chalking surfaces, 2nd & 3rd: 100% Acrylic Elastomeric, Exterior, Semi -gloss 7. New Stucco & Concrete: 1st: Primer Coating, for new masonry surfaces. 2nd: Texture Coat to match existing; more than 1 coat may be required. 3rd & 4th: Acrylic -Latex Base, Exterior, and Semi -gloss 8. High Traffic Areas: In addition to Item 5 provide; 1 Coat of Acrylic -Latex Base, Exterior, gloss 9. Exiting and New Stucco & Concrete Openings: 1 Latex Primer or Conditioner and Concrete Ceilings. 2nd & 3rd: Acrylic Latex Base, Exterior, Flat 10. Exterior Note: Ensure all new stucco receives a sanded textured coat, after primer/sealer, to match existing stucco prior to application of finish coats. Textured coat must be a product by an approved paint system manufacturer and be compatible with, and of quality grade equal to or better than exterior paint system and may require more than 1 coat to match existing surfaces. Ensure primer used on existing surfaces is compatible with the existing manufactured product. 3.8 INTERIOR PAINTING SCHEDULE A. Finish all exposed surfaces under provisions of the following painting schedule unless the drawings or the specifications specifically indicate otherwise. B. Exterior Surfaces: 1. Surface Paint Coats 2. Wood (stain): 1st: Oil Wood Stain; 2nd: Alkyd Sanding Sealer; 3rd & 4th: Alkyd Gloss Varnish Clear (Note: Sand lightly between coats). 3. Ferrous Metals: Same as for exterior (Shop primed). 4. Ferrous Metals: Same as for exterior (Unprimed). 5. Galvanized Metal: Same as for exterior. 6. Non- Ferrous Metal: Same as for exterior. 7. Gypsum Wallboard: 1st: Interior Latex Primer Sealer; Plaster & Concrete: 2nd & 3rd: Semi -gloss, Acrylic (Walls) Flat, Acrylic (Ceilings). END OF SECTION REMEDIAL PAINTING Page 11 of 11 Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 66 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL O w C HORE POSTS (TYP.) o.o.o ARE'A. TO BE SHORED (TYP) j o _ 3 p fin o t .., a1' MAX TYP 0 I rLNerg, Ero COLUMNS J {{I T41. d 00 LJ �a►§4iii SHORE POSTS TYPi-;_. c wr. 'i= Li ¢ � NOTE:'INSTALL INTERIOR SHORE" d POSTS,WHERE BALCONY CS = GOLUMN°$TRIP REPLAGMENT IS % 500 MS �_ .MIDDLE STRIP - -- _.. . sm d fn n Florida ` 131 KIN. ON . s>rsn, sure Consulting ] J� M E ( . n 53-I IW Engineers, PHONE (561) 353-1153 9 PAY: (sstl 353-n66 Inc. 6a k 6616 Oo�itloengiwen9gmot.wm TYPICAL SHORING DETAILS �w f-1 SHORE .POSY _ 3HORF_ POST 08 6"z5°x.24" !'kttha x4I xZ. 3- c' 4'' k2 P1.�41L K.. PLANKS � H �� • l�� ! ASPHAL T, ISOIL -- F�a��t��n N p Ott AMFINFORCFD, S{`AB ON, GRADE 1 O G a I...rj� n' AN VIEW (i- B 2 m _1 SHORE 6'Jx6 -Y24" PLANKS 4",c4"x74°PLANKS ASPHALT, SOIL ° OR UREINFO_RGED 51NU E .SHORE POS1 ` 'SLAB ON l>tjl!{DE .. ...._� t sm m VIEW A --A mo FF Florida IN RN. 16 H S rc[. vA E t CO idling boa IUJOx . ROPiO M4 2Engineers, PxOxL (56)JS1TYPICAL SHORING DETAILS F0.Y: (Sfilj ]5]-1 Inc. ON xa. 5810 IloiiEoengm<enbgmoLLcom c) a on- > /\\ ,C x,9 x4.8" Pt AK — 0 j3 Er AN :4 M VIFAI A -A Florida 1A NA Im SMJ. WTE I Consulting 6" RATON , RORIM ®2 PHONE. (561) 353-1152 Engineers, FM: (561) 3�-1708 Inc.__ a� Ili "x48" PLANXS- G , G -I PLANKS . 4"x4" PLAW[K� \. \ 2 A "' Sol," OR LjRF1�p4FORcFpj StAB 014 GRADE A} SHORE POST - 6"X6'*x4PLANKS ,-- 4"x4" PLANKS ASPIIAI T, SOit, OR URL'INIORCEU SLAP ON GRAX. VIEW B-B MULTIPLE TYPICAL SHORING DETAILS E R 0 v in ',VP FAHiVe6(�i7HRU - . OHACCAEPFNRhRFJl� �.,. / Florida 134 NW. 16IH S1RE SMIC I Consulting eoa IYTON RUIOA 33u2 35 53 Engineers, PHONE (581) 353-1151 70 08 Inc. 00d 80. 5810 IloiidaengineemNmail.com TYPICAL SHORING DETAILS SHEEP NUMBER i K-2 NOTES: 1. PROVIDE ADEQUATE SHORING TO SUPPORT THE EXISTING BUILDING STRUCTURE AND SECURE THE REPAIR AREA PRIOR TO ANY CUTTING OF CHISELING. ANY DAMAGE CAUSE BY THE CONCRETE REPAIR OPERATION SHALL BE REPAIRED BY THE CONTRACTOR IMMEDIATELY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SAFETY MEASURES TO PROTECT THE BUILDING, RESIDENTS, VISITOR, PEDESTRIAN, VEHICLES, NEIGHBORING BUILDINGS FROM ALL HARM DUE THE CONSTRUCTION OPERATION. 2. SAW CUT ALL EDGES. 3. DO NOT CUT DIRECTED BY 4. ADD REBARS OF RECORD. EXISTING REBARS UNLESS THE ENGINEER OF RECORD. AS DIRECTED BY THE ENGINEER 5. COAT ALL REBARS WITH WITH PRIMER (SIKA ARMETEC OR APPROVED EQUAL). 6. INSTALL CONCRETE FORMS AS REQUIRED. 7. POUR CONCRETE PER MANUFACTURER'S SPECIFICATIONS, WET ALL EXISTING CONCRETE EDGES AND SURFACES PRIOR TO NEW POUR. 8. CURE CONCRETE PER SPECIFICATIONS. 9. RESTORE ALL REPAIR AREA FINISH SURFACES TO TO MATCH EXISTING. 10. ALL COSTS OF THE ABOVE SHALL BE INCLUDED IN UNIT COST FOR EACH REPAIR TYPE. 11. PAINT (PRIME AND PAINT) ALL REPAIRED AREAS TO MATCH EXISTING. COST OF PAINT SHALL BE CHARGED SEPARATELY AS SHOWN IN THE BID UNIT COSTS TABULATION NOTES Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 71 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL STEP 1 IDENTIFY AND MARK REPAIR AREA (MODERATE SPALL), DO NOT PROCEED WITH WORK UNTIL INSTRUCTUCED BY ENGINEER OF RECORD STEP 2 CHIP OUT TO REMOVE SPALL CONCRETE AND REACH SOUND CONCRETE. SAW CUT EDGES STEP 3 COAT EXPOSED SURFACES WITH BONDING AGENT AND COAT ANY EXPOSED REBARS WITH PRIMER PER SPECIFICATIONS STEP 4 FORM AND POUR CONCRETE. FINISH SURFACE AND PAINT TO MATCH EXISTING F LE COPY UT MQIND nER-DCS ALL IUT TD SOUND ETE TYPICAL PARTIAL DEPTH SLAB REPAIR DETAIL NOT TO SCALE Units: 610, 710, 810, 910, 1010. 1110 &1210 Page 72 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL CVlOTIkl/ C1 AM REMOVE 3" IN WIDTH OF STUCCO FROM THE LOCATIONS WHERE CRACKS EXISTS AND CLEAN THE CRACK THOROUGHLY. THEN PRESSURE INJECT CONCRESIVE LPL MANUFACTURED BY BASF OR EQUIVALENT. APPLY STUCCO UPON CURING AND PAINT THE SURFACE TO MATCH EXISTING. SEE PROJECT MANUAL FOR STUCCO REPAIR SPECIFICATION NOTE: FOR CRACKS ALONG BLOCK SHELL FACE. DRILL 3/8" HOLES AND INSTALL PORTS AT 8" O.C. ALONG THE ENTIRE LENGTH OF THE CRACK. INJECT CRACKS WITH CONCRESIVE LPL MANUFACTURED BY BASF OR APPROVED EQUAL. SEAL CRACKS AND SECURE PORTS. TYPICAL CONTROL JOINT DETAIL NOT TO SCALE Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 73 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL CONCRN TE !� SLAB .a 44 p a p u pa a ° a ° n a. 4 .p CLEAN p REINFORCEMENT, a. ADD REBARS AS REQUIRED AND - DIRECTED BY THE ENGINEER AND PER THE SPECIFICATIONS \-- DEMOLISH THE SLAB NOTE: FULL DEPTH DO NOT CUT EXISTING DAMAGE AREA , REBARS UNLESS SAW CUT EDGES DIRECTED BY THE AND POUR ENGINEER OF RECORD CONCRETE OVER FORM AS PER THE SPECIFICATIONS TYPICAL FULL DEPTH SLAB REPAIR DETAIL NOT TO SCALE Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 74 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL Y2" 0 x 3" LONG TAPCONS @ 12" O.C. WITH 1Y2" EMBEDMENT (MIN. 2 TAPCONS PER EACH DIRECTION W/ 3Y4" CONCRETE COVER - a o d a- a c ti a cU a 4, EXISTING EXPOSED REINFORCEMENT TO BE CLEANED AND EPDXY PAINTED AS PER TYPICAL REPAIR NOTES SEE SPECIFICATIONS FOR CONCRETE SCRATCH COATED SAWCUT EXISTING TOPPING AND REPLACE DEFECTED AREA n N EXISTING CONCRETE TYPICAL CONCRETE BEAM REPAIR DETAIL NOT TO SCALE Units: 610, 710, 810, 910. 1010, 1110 &1210 Page 75 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL FILL WITH "SIKA TOP 122 OR APPROVED EQUAL" PLUS WITH NO SAND 9 GAUGE GALV. WIRE MESH W/ 1" x 1" SQUARES TAPCON SCREWS 6" O.C. E.W. (IF THE DEPTH OF THE SPALL REPAIR IS MORE THAN Q2" 4 a 4 4 c .4' c 4 a LiJ n p Cz G r EXISTING CONCRETE TYPICAL PARTIAL DEPTH SLAB REPAIR DETAIL NOT TO SCALE Units: 610, 710, 810. 910, 1010, 1110 &1210 Page 76 of 81 Florida Consulting Engineers, Inc. Island Crest Condominium Association, Stack 10 February 27, 2018 Zuhair Jalloul, P.E. 10680 S. Ocean Dr., Jenson Beach, FL d � d 4' a a aa INJECTION PORTS INSERTED INTO EACH DRILLED HOLE a . 4 a CRACK a °4 d a 4 d n tl a 9 4 a 4 EPDXY PASTE TO SEAL CRACK a ° ALL ALONG 4 a a a n 4 a a d d' a a 4tl n a d a � a a' 4' a HOLES DRILLED 4 4 a INTO CRACK @ a d a aa. - Q. ° as 4 9 4 tl C a a, EPDXY INJECTION DETAIL NOT TO SCALE Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 77 of 81 Island Crest Condominium Association, Stack 10 February 27, 2018 10680 S. Ocean Dr., Jenson Beach, FL Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. I Z G a. iV c a c CORNER REPAIR t� REPAIR MORTAR OR CONCRETE SEE SPECIFICATIOP FACE REPAIR REPAIR MORTAR OR CONCRETE SEE SPECIFICATIONS " MIN. Fn --71E Gap TYPICAL COLUMN REPAIR DETAIL NOT TO SCALE Units: 610, 710, 810, 910, 1010, 1110 &1210 Page 78 of 81 Island Crest Condominium Association, Stark 10 February 27, 2018 10680 S. Ocean Dr., Jenson Beach, FL Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E. A T STEEL XPT ANODE WIRES WRAPPED IN OPPOSITE DIRECTIONS AROUND BAR ONE FULL TIME BEFORE TWISTING LAN OF TYPICAL INSTALLATION TO SIDE OF REBAR CT N.T.S. J N DO J O WIRES WRAPPED IN OPPOSITE DIRECTIONS AROUND BAR ONE FULL TIME BEFORE TWISTING 0 d I//I1%//////%ZZ III M F" XPTANODA v_ RI o ELEVATION OF TYPICAL INSTALLATION BELOW REBAR N.T.S. GALVASHIELD® XPT ANODE PROPERTIES MINIMUM WEIGHT OF ZINC CORE GG0 OVERALL LENGTH OF FEWIRES 100 mm NOMINAL DIMENSIONS OFANGDE 125 mm• 25 mm. 25 mm ANODETYPEICIASS IAIP ALKALI ACTIVATED CORROSION PREVENTION STEEL XPT ANODE SEE SHEET 3 FOR CONNECTION INSTRUCTIONS SECTION OF TYPICAL CONNECTION TO SIDE OF REBAR N.T.S. STEEL GALVASHIELD® XPT ANODE WIRES WRAPPED IN OPPOSITE DIRECTIONS AROUND BAR ONE FULL TIME BEFORE TWISTING PLAN OF TYPICAL INSTALLATION AT REBAR INTERSECTION N.T.S. ISLAND CREST 1. REMOVE DAMAGED CONCRETE AS PER STANDARD REPAIR METHODS. 2.REPUCHCLEANANYCORRODED REINFORCING STEEL D. ENSURE EXPOSED REINFORCING STEEL IS SECURELY FASTENED WITH THE WIRE TO PROVIDE GOOD ELECTRICAL CO NT WUM. I. ATTACH GALVASHIELD • XPT ANODES TO CLEAN RENFORCING STEEL AT AN EVEN SPACING LMFHN PATCH AREA, OR AS OUTLINED IN PROJECT SPECIFICATIONS (MA( 750.). 5. GALVASHELD • XPT ANOOESARE INSTALLED ALONG THE PERIMETER OF THE REPAIR AREA WHENALL CHLORIDE CONTAMINATED CONCRETE HAS BEEN REMOVED. IF ANY CHLORIDE CONTAMINATED CONCRETEREMANS WITHINTHE REPAIR AREA AND IS IN CONTACT WITH MY LAYER OF REINFORCING STEELTHENITNAYBENECESSAAV TO PLACE GALVASHIELD • XPT ANODES IN A GRID PATTERN WRHIN THE INTERIOR OF THE REPAIR AREA. 6. TEST ELECTRICAL CONTINUITY OF THE REINFORCING STEEL BEFORE INSTALLATION AN D REPAIR AS NECESSARY. TEST ELECTRICAL CONTINUITY OF ANODE CONNECTION TO REINFORCING STEEL AFTER INSTALLATION. ADCVOLTAGE MEASUREMENTOF S1mVCONRRMS OOODCONTINUITY. COMPATIBLE REPAIR AWTERW.AS PER PROJECT SPECIFICATIONS. GALVASHIELD® XPT EMBEDDED OR APPROVED EQUAL GALVANIC ANODES TYPICAL INSTALLATION DETAILS I BY: JWB I DATE: 1-25-17 1 I SHEET: 1 OF 3 1 m 0 a SUBSTRATE O REINFORCING STEEL d vd d Q d d a 41 . v GALVASHIELD® XPI ANODE ° d a 4 v LOW RESISTIVITY d MORTATUCONCRETE BRIDGE da' a � d ° 01d. d .. � .. a d d v :d. d .° a -d' d v d °. . a CONDUCTIVE MORTAR BRIDGE FOR USE WITH HIGH RESISTIVITY REPAIR MORTARS N.T.S. ISLAND CREST 11 1. FOR REPAIR MATERIALS NTH A HIGH RESISTNRY (GREATERTHAN 1Eoco Ohmo `ALOWBESISTM MORTAR POCKET MUSTSE INSTALLED. 2. INSTALL GALVASHIELD • XPT ANODEASNORMAL 5. MORTAR POCKET MUST BE MADE USING EITHER GA0JASHIEL0 EMBEDDING MORTAR OR ANY REPAIR MATERIM.MH RESISTIMW LESS THAN 15,000 Oh.- 2. MORTAR POCKana OOMPLETELV FILLTME SPACE BEn4EENTHEANODEAND CONCRETE OVER A MINIMUM AREA OF jaom. IN DIAMETER. GALVASHIELD® XPT EMBEDDED OR APPROVED EQUAL GALVANIC ANODES TYPICAL INSTALLATION DETAIL FOR HIGH RESISTIVITY REPAIR MATERIALS BY: JWH I DATE: Nov 20.2012 SHEET: 2 OF 3 nTion[movom � f Y ISLAND CREST CL— N C o a n �o .N J o� a� 00 3 1: PLACE ANODE SNUGLY AGAINST FACE OF 3 REINFORCING STEEL WITH ONE(l) WIRE u ON EITHER SIDE OF REINFORCING STEEL o � y' 4 8 5: BEND SECOND WIRE COMPLETELY 0 o AROUND REINFORCING STEEL IN THE OPPOSITE DIRECTION N N E F O O T 2� 2 5 d� zm _ J p ((( O 1 2 8 3: BEND ONE WIRE COMPLETELY AROUND REINFORCING STEEL GALVASHIELD® XPT EMBEDDED 8 OR APPROVED EQUAL GALVANIC ANODES �m m S s � STEP BY STEP TIE WIRE _ WRAP INSTALLATION n DETAIL 6: TWIST WIRES TOGETHER TIGHTLY TO COMPLETE THE CONNECTION, TAKE CARE NOT TO BREAK THE WIRES BY: JWH DATE: Nov 20-2012 SHEET: 3 a 3 VItoOEOMY➢1R