1 2 3 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES DRAWINGS: DO NOT SCALE DRAWINGS.

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1 GENERL STRUTURL NOTES GENERL STRUTURL NOTES GENERL STRUTURL NOTES GENERL STRUTURL NOTES ODES ND MNULS: DRWINGS: DEMOLITION: IE-09 INTERNTIONL EXISTING UILDING ODE 2009 I-09 INTERNTIONL UILDING ODE 2009 SE/SEI 7-05 MINIMUM DESIGN LODS FOR UILDINGS ND OTHER STRUTURES I UILDING ODE REQUIREMENTS FOR STRUTURL ONRETE DESIGN RITERI: VERTIL: LIVE LOD PRKING STIRS ND EXIT-WYS* *MINIMUM ONENTRTED LOD ROOF LIVE LOD: LR = 20*R*R2 20 PSF REDUTION FTOR SED ON TRI RE R =.0 REDUTION FTOR SED ON ROOF SLOPE R2 =.0 SNOW LOD GROUND SNOW LOD PG=5 PSF FLT ROOF SNOW LOD** F=7.6 PSF SNOW EXPOSURE FTOR E=.0 SNOW LOD IMPORTNE FTOR IS=.0 THERML FTOR T=.0 **INLUDES 5 PSF RIN-ON SNOW SURHRGE LOD GENERL: 0 PSF (PLUS 20PSF LLOWNE FOR SNOW LOD EQULS 60PSF) 00 PSF 3000 LS STRUTURL DRWINGS RE NOT STND-LONE DOUMENTS ND RE INTENDED TO E USED IN ONJUNTION WITH IVIL, RHITETURL, MEHNIL, ELETRIL, ND DRWINGS FROM OTHER DISIPLINES. THE ONTRTOR SHLL OORDINTE LL REQUIREMENTS OF THE ONTRT DOUMENTS INTO THE SHOP DRWINGS ND FIELD WORK. OORDINTE DIMENSIONS OF LL OPENINGS, DEPRESSIONS, LOKOUTS, ET. WITH FIELD ONDITIONS PRIOR TO SHOP DRWING SUMITTL ND WORK. ONTRTOR'S ONSTRUTION ND/OR ERETION SEQUENES SHLL REOGNIZE ND ONSIDER THE EFFETS OF THERML MOVEMENTS OF STRUTURL ELEMENTS DURING THE ONSTRUTION PERIOD. THE ONTRTOR SHLL VERIFY LL DIMENSIONS IN THE FIELD. THE ONTRTOR SHLL E RESPONSILE FOR PROVIDING SFE ND DEQUTE SHORING FOR LL PRTS OF THE STRUTURE DURING ONSTRUTION. TEMPORRY PROVISIONS SHLL E MDE FOR STRUTURL STILITY DURING ONSTRUTION. THE STRUTURE SHOWN ON THE DRWINGS HS EEN DESIGNED FOR STILITY UNDER FINL ONFIGURTION. NOTHING OR UTTING NY STRUTURL MEMER IN THE FIELD IS PROHIITED UNLESS REQUIRED ND PPROVED Y ENGINEER. REMOVL OF FORMS ND SHORING SHLL E IN ORDNE WITH I 37. WHERE ONRETE MUST SUPPORT SUPERIMPOSED LODS PRIOR TO TTINING THE SPEIFIED DESIGN STRENGTH, RESHORE ONRETE IN ORDNE WITH I 37. RESHORING SHLL NOT E REMOVED SOONER THN 28 DYS FROM THE DTE OF POUR OR UNTIL ONRETE HS TTINED THE SPEIFIED DESIGN STRENGTH. DO NOT SLE DRWINGS. WHERE DISREPNIES OUR ETWEEN PLNS, DETILS, GENERL NOTES, ND SPEIFITIONS, THE MORE STRINGENT REQUIREMENTS SHLL GOVERN. DETILS ON DRWINGS TKE PREEDENE OVER GENERL NOTES ND TYPIL DETILS. DETILS NOTED "TYPIL" PPLY TO LL SIMILR ONDITIONS. WHERE NO SPEIFI DETILS RE SHOWN, ONSTRUTION SHLL ONFORM TO SIMILR WORK ELSEWHERE ON THE PROJET. ST-IN-PLE ONRETE: LL ONRETE SHLL ONFORM TO THE SPEIFITIONS FOR STRUTURL ONRETE, I LL EXPOSED EDGES OF ONRETE SHLL HVE 3/" HMFER UNLESS NOTED OTHERWISE. NORML WEIGHT ONRETE:. F' = DYS - LL EXPOSED EXTERIOR ONRETE. USE IR-ENTRINING DMIXTURE IN LL ONRETE, EXEPT IR ENTRINMENT SHLL E OMITTED FROM ONRETE TO REEIVE STEEL TROWEL FINISH. SEE SPEIFITIONS FOR IR ONTENT REQUIREMENTS. THE ONTRTOR SHLL NOT ST FOUNDTIONS, STEM WLLS OR RETINING WLLS GINST EXVTED VERTIL SIDE SURFES UNLESS VERTIL SIDE SLOPES N E MINTINED. LL ONRETE EXPOSED TO GROUND SHLL E MNUFTURED WITH PORTLND EMENT TYPE II. REINFORING STEEL: LL REINFORING STEEL SHLL E FRITED ND PLED IN ORDNE WITH THE UILDING ODE REQUIREMENTS FOR STRUTURL ONRETE (I 38-08), ND DETILS ND DETILING OF ONRETE REINFOREMENT (I 35-99). LL REINFORING STEEL SHLL ONFORM TO STM 65 GRDE 60; EXEPT STIRRUPS, TIES ND INDITED FIELD-ENT RS, WHIH SHLL ONFORM TO STM 65 GRDE 0. LL SLS SHLL E REINFORED S INDITED ON THE STRUTURL DRWINGS. TENSION ND OMPRESSION LPS IN REINFORING SHLL E IN ORDNE WITH I 38, HPTER 2. THE MINIMUM LP SHLL E MDE S FOLLOWS UNLESS NOTED OTHERWISE ON THE DRWINGS: PREST ONRETE TEE FLNGES LL RS 30 R DIMETERS (2 MINIMUM) LL HORIZONTL REINFORING IN FOOTINGS, ONRETE OVER FOR REINFORING SHLL E S FOLLOWS UNLESS OTHERWISE NOTED:. ONRETE ST GINST FORMS UT EXPOSED TO ERTH OR WETHER: RS LRGER THN NO. 5: 2" RS NO. 5 OR SMLLER: /2". ONRETE NOT EXPOSED TO WETHER OR IN ONTT WITH GROUND: OLUMNS, GIRDERS ND EMS: /2" STRUTURL SLS, WLLS ND JOISTS (NO. ND SMLLER): 3/" FORM TIES SHLL E EITHER OF THE THREDED OR SNP-OFF TYPE SO THT NO METL WILL E LEFT WITHIN INH OF THE SURFE OF THE WLL. FOLLOWING REMOVL OF FORM TIES, REESSES RE TO E REFULLY FILLED ND POINTED WITH MORTR. REINFORING SHLL NOT E TK WELDED OR WELDED IN NY MNNER UNLESS SPEIFILLY DETILED ON THE STRUTURL PLNS. R SUPPORTS ND SPERS FOR REINFORING SHLL E PROVIDED IN ORDNE WITH I REINFORING SHLL E SEURELY TIED TO SUPPORTS. HIRS WITH 22 GGE SND PLTES OR PREST LOKS SHLL E PROVIDED FOR LL REINFORING OF ONRETE IN ONTT WITH GRDE. NOTHING OR UTTING NY STRUTURL MEMER IN THE FIELD IS PROHIITED, UNLESS DETILED OTHERWISE ON THE STRUTURL PLNS. ONTRTOR SHLL E RESPONSILE FOR DHERING TO LL PPLILE STNDRDS SET FORTH Y OSH. PRIOR TO STRTING DEMOLITION WORK, THE ONTRTOR SHLL MKE N INSPETION OF LL SURROUNDING IMPROVEMENTS TO REMIN, TO DETERMINE ND REORD THEIR EXISTING PHYSIL ONDITION. SHORING ND RING: THE ONTRTOR SHLL FURNISH LL SHORING, RING, ND INIDENTLS NEESSRY ND REQUIRED FOR THE PROPER SUPPORT ND SFETY OF LL MEMERS FFETED Y DEMOLITION WORK. SHORING ND RING SHLL E PPROVED Y THE ENGINEER PRIOR TO INSTLLTION. WHERE DEMOLITION WOULD FFET THE STRUTURL INTEGRITY OF THE REMINING STRUTURE, THE ONTRTOR SHLL PROVIDE TEMPORRY SUPPORTS. THE ONTRTOR SHLL NOTIFY THE ENGINEER OF NY FIELD ONDITION WHIH WOULD PRESENT HZRDOUS ONDITION TO THE STRUTURE EFORE PROEEDING. PROTETION: PROPER PREUTIONS SHLL E TKEN T LL TIMES TO PROTET VEHIULR ND PEDESTRIN TRFFI FROM NY DMGE OR INJURY WHIH MY E USED, EITHER DIRETLY OR INDIRETLY, Y THE WORK INLUDED ON THESE DRWINGS. SUH PREUTIONS SHLL INLUDE THE ERETION ND MINTENNE OF FENES, RRIDES, RILINGS, GURDS, SIGNS, OVERINGS, LIGHTS, ND OTHER PREUTIONS S MY E REQUIRED. IF T NY TIME, IN THE OPINION OF THE OWNER, PROPER PREUTIONS RE NOT EING TKEN TO SEURE THIS PROTETION, THE ONTRTOR SHLL T NO DDITIONL OST TO THE OWNER, INSTLL ND MINTIN SUH DDITIONL PROTETION S MY E DIRETED Y THE OWNER. POLLUTION ONTROLS: USE WTER SPRINKLING, TEMPORRY ENLOSURES, ND OTHER SUITLE METHODS TO LIMIT DUST ND DIRT RISING ND STTERING IN THE IR TO LOWEST PRTIL LEVEL. OMPLY WITH GOVERNING REGULTIONS PERTINING TO ENVIRONMENTL PROTETION. REMOVE DERIS FROM THE SITE S IT UMULTES. UNLESS OTHERWISE NOTED, DO NOT STORE, SELL, URN, OR OTHERWISE DISPOSE OF DERIS ON THE SITE. REMOVL OF DERIS INLUDES LERING OF LL LOWER LEVELS ND SIMILR ELOW GRDE STRUTURES. REMOVE LL DERIS IN SUH MNNER S TO PREVENT SPILLGE. KEEP LL PVEMENTS ND RES DJENT TO THE SITE LEN ND FREE FROM MUD, DIRT, ND DERIS T LL TIMES. USE OF EXPLOSIVES: THE ONTRTOR IS SOLUTELY PROHIITED FROM USING DYNMITE OR NY OTHER EXPLOSIVES IN NY OF THE WORK OR OPERTIONS SHOWN ON THESE PLNS T THE PROJET SITE. DEMOLITION SHLL E PERFORMED IN MNNER THT WILL NOT DMGE DJOINING SURFES INDITED TO REMIN. SURFES SHLL E PTHED, IF REQUIRED, TO PROVIDE SUITLE SUSTRTE FOR NEW ONSTRUTION. SPEIFI DEMOLITION NOTES RE NOT TO E ONSIDERED LL INLUSIVE OR OMPLETE IN THEMSELVES. ONTRTOR SHLL PROVIDE LL DEMOLITION INIDENTL TO OR REQUIRED FOR ONSTRUTION WHETHER SPEIFILLY NOTED OR NOT. STRUTURL DEMOLITION DRWINGS SHOW STRUTURL DEMOLITION ONLY. 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM MRK DTE 2/27/203 :0:3 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt DESIGNED Y: DRWN Y: FILE NME: ROMERO SLE: JO NUMER: DTE: GENERL STRUTURL NOTES S

2 SPEIFITIONS SPEIFITIONS SPEIFITIONS SETION ONRETE LENING PRT - GENERL. SUMMRY OF WORK. Work under this Section includes furnishing all labor, material, and equipment to clean the existing structural concrete as specified herein at the locations indicated on the plans where clean surface preparation is required. PRT 2 - PRODUTS NOT USED PRT 3 - EXEUTION 3. SURFE LENING. lean areas indicated on the plans with pressurized water spray, or sand blasting, or a combination the two. 3.2 PINTING. Where existing paint is removed or damaged in cleaning the concrete surfaces, repaint in accordance with Section PINTING. 3.3 LEN-UP. lean the work area so that it is left at least as clean as when the repair work began. END OF SETION SETION ONRETE RESTORTION ND REHILITTION PRT - GENERL. SUMMRY ND RELTED WORK. Work under this Section includes furnishing all labor, material, and equipment to repair the existing structural concrete as specified herein at the locations indicated on the Drawings and references concrete repair and rehabilitation specifications:. Section Joint Sealers 2. Section Joint Sealers, nonsag 3. Section oncrete Rehabilitation. Section oncrete Rehabilitiation 5. Section Maintenance oncrete 6. Section oncrete leaning 7. Section oncrete and Masonry Rehabilitation. The products and execution specified in this section are for areas work not specifically covered in the drawings: For "TYPIL REPIR DETILS", follow details and manufacturer's recommended installation instructions..2 SUMITTLS. Submit for approval Manufacturer's product data and application instructions for repair product proposed for use. The submittal shall include the Manufacturer's recommend use the product..3 SUSTITUTIONS PRT 2 - PRODUTS 2. MTERILS. Forms for Exposed Finish oncrete: Plywood complying with Voluntary Product Standard PS -07 "- (oncrete Form) Plywood", lass I, Exterior Grade or better or metal, metal-framed plywood or other acceptable panel-type materials. Plywood shall be mill-oiled and edge-sealed, with each piece bearing legible inspection trademark. Furnish in largest practicable sizes to minimize number joints. Provide form material with sufficient thickness to withstand pressure newly placed concrete without bow or deflection.. Forms for Unexposed Finish oncrete: Use plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit.. Form oatings: ommercial formulation that will not bond with, stain, or adversely affect concrete surfaces, and will not impair subsequent treatments concrete surfaces. D. hamfer Strips: ¾ inch by ¾ inch wood, PV, or rubber. E. Preformed onstruction Joint: 2-gage steel, galvanized, shaped to form a continuous tongue and groove key. F. Preformed ontrol Joint: Rigid plastic or metal strip with removable top section. G. Expansion Joint Material: sphalt saturated fiberboard, ½ inch thick, meeting the requirements STM D 75. PRT 3 - EXEUTION 3. OORDINTION. oordinate the installation joint materials and moisture barriers with placement forms and reinforcing steel. Set screeds accurately. Embedded items shall be accurately aligned and adequately supported. Verify installation mechanical, plumbing, and electrical items to be embedded in concrete. orrect any unsatisfactory condition before proceeding further. 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS. Products named in Part 2 are to establish a level quality required. lternative products will be considered, provided sufficient evidence is presented to indicate the substitution will perform the necessary function. PRT 2 - PRODUTS 2. PORTLND EMENT MORTR 3.2 PREPRTION. Form oating: oat contact surfaces forms with a form coating compound before reinforcement is placed. Thin formcoating compounds with thinning agent and apply as specified in manufacturer's instructions. Do not allow excess formcoating material to accumulate in forms or to come into contact with concrete surfaces against which fresh concrete will be placed.. Mortar for the concrete repair shall be a pre-packaged, cement and fine aggregate dry mix to be mixed with water at the jobsite. Mortar shall be Speed rete Red Line as manufacturered by the Euclid hemical ompany, leveland, OH. or SikaRepair 223 as manufactured by Sika orporation, Lynhurst, NJ, or approved equal.. Water for mixing mortar shall be potable. 2.2 URING OMPOUND. uring compound shall conform to STM Standard Specification for Liquid Membrane-Forming ompounds for uring oncrete, Type -D. 3.3 INSTLLTION. Formwork: Formwork shall support vertical and lateral loads that are applied until such loads can be supported by concrete structure. Formwork shall be readily removable without impact, shock or damage to cast-in-place concrete surfaces and adjacent materials. onstruct forms to sizes, shapes, lines and dimensions shown. Perform surveys to obtain accurate alignment. Provide for recesses, chamfers, blocking, anchorages, inserts, and other features required in work. Select materials to obtain required finishes. utt joints solidly and provide backup at joints to prevent leakage cement paste.. hamfer Strips: Provide at exposed corners and edges. 2.3 ONRETE REPIR. Products as noted in sections., related section. PRT 3 - EXEUTION 3. SURFE PREPRTION - FOLLOW MNUFTURER'S REOMMENDTIONS. hip out spalled concrete so that no loose material remains.. lean area to be repaired with pressurized water spray, or air, or a combination the two.. Wet area to be patched so that it is moist without free water. 3.2 MIXING - FOLLOW MNUFTURER'S REOMMENDTIONS. Mix the packaged mortar mix with water in strict compliance with the Manufacturer's written instructions.. Only water shall be mixed into the mortar unless specifically stipulated otherwise in the Manufacturer's written instructions. 3.3 PPLITION - FOLLOW MNUFTURER'S REOMMENDTIONS. pply mortar to prepared patch area and consolidate by tamping or by trowel pressure.. Multiple layers may be necessary. Layer thickness shall be in accordance with Manufacturer's written instructions.. Trowel smooth and shape to match existing adjoining surface. 3. URING - FOLLOW MNUFTURER'S REOMMENDTIONS. Immediately after final finish, spray the repaired area with liquid, membrane-forming curing compound.. Extend coverage curing compound outside the perimeter the patch a distance not less than the thickness the patch. 3.5 LEN-UP. lean the work area so that it is left at least as clean as when the repair work began. END OF SETION SETION ONRETE FORMING ND ESSORIES. Form Ties: Use factory fabricated, adjustable-length, removable or snap-f metal form ties, designed to prevent form deflection and to prevent spalling concrete surfaces upon removal. D. leaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris before concrete is placed. Retighten forms and bracing after concrete placement as required to eliminate mortar leaks and maintain proper alignment. 3. INSTLLTION OF EMEDDED ITEMS. General: Set anchorage devices and other embedded items accurately. Use setting drawings, diagrams, templates and printed instructions provided by supplier. Secure embedded items such that they are not displaced during placement concrete. 3.5 JOINTS. onstruction Joints: Locate and install construction joints, which are not shown on drawings, so as not to impair strength and appearance the structure. Place construction joints perpendicular to the main reinforcement. ontinue reinforcement across construction joints unless noted otherwise.. Preformed onstruction Joint For Slabs on Grade: Secure with galvanized steel stakes, /8 inch thick by -/8 inches wide with ½ inch deep rib and tapered point. Splice adjoining joints with 2 gage steel, galvanized splice plates. 3.6 REMOVL OF FORMWORK. General: Prevent excessive deflection, distortion, and damage to concrete when forms are stripped. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces.. Formwork and supports at sides concrete shall remain in place for 2 hours after concrete placement. This period represents cumulative number hours, not necessarily consecutive, during which the temperature the air surrounding the concrete is above 50 degrees F. Formwork and shoring which support the weight concrete shall not be removed until concrete has attained its specified compressive strength.. Ensure safety the structure. Do not superimpose any load on concrete until forms are removed and concrete is cured. 3.7 RE-USE OF FORMS. General: lean and repair surfaces forms to be re-used in work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable for exposed surfaces. pply new form coating compound as specified for new formwork. When forms are intended for successive concrete placement, thoroughly clean surfaces and remove fins and latence. lign and secure joints to avoid fsets. Do not use "patched" forms for exposed concrete surfaces. HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM PRT - GENERL END OF SETION WORK INLUDED. This section includes formwork for cast-in-place concrete, including water stops, and installation embedded items..2 RELTED WORK SPEIFIED ELSEWHERE. oncrete Reinforcement - Section MRK DTE 2/27/203 :0:3 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt. ast-in-place oncrete - Section QULITY SSURNE. omply with the merican oncrete Institute Standard, I 37-0, Recommended Practice for oncrete Formwork.. REFERENE STNDRDS. merican Society for Testing and Materials (STM). STM D Specification for sphalt - Saturated Organic Felt used in Roing and Waterproing" 2. STM D 75-0 Specification for Preformed Expansion Joint Filler for oncrete Paving and Structural onstruction (Nonextruding and Resilient ituminous Types) DESIGNED Y: SLE: DRWN Y: FILE NME: ROMERO JO NUMER: DTE: SPEIFITIONS S

3 SPEIFITIONS SPEIFITIONS SPEIFITIONS SPEIFITIONS 2/27/203 :0:35 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt SETION ONRETE REHILITTION (REPIR ND OVERLY) PRT - GENERL.0 Summary. This specification describes the patching or overlay exterior horizontal surfaces with portland cement concrete..02 Quality ssurance. Manufacturing qualifications: The manufacturer the specified product shall be ISO 900/9002 certified and have in existence a recognized ongoing qaulity assurance program independently audited on a regular basis.. ontractor qualifications: ontractor shall be qualified in the field concrete repair and protection with a successful track record 5 years or more. ontractor shall maintain qualified personnel who have recieved product training by a manufacturer's representative. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations local, state and federal authorities having jurisdiction. onsult Material Safety Data Sheets for complete handling recommendations..03 Delivery, Storage, and Handling. ll materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.. Store all materials f the ground and protect from rain, freezing or excessive heat until ready for use.. ondition the specified product as recommended by the manufacturer..0 Job onditions. Environmental onditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 5ºF (7º) and rising.. Protection: Precautions shall be taken to avoid damage to any surface near the work zone due to mixing and handling the specified material..05 Submittals. Submit copies as required by Engineer manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS)..06 Warranty. Provide a written warranty from the manufacturer against defects materials for a period one () years, beginning with date substantial completion the project. PRT 2 - PRODUTS 2.0 Manufacturer. Euclid thin-top supreme, as manufactured by Euclid hemical, is considered to conform to the requirements this specification. Sikacrete 2 is approved equal Materials (pplies to Euclid products, specification for Sika products is similar and acceptable). Portland cement concrete:. The repair concrete shall be a blend selected portland cements, specially graded aggregates, admixtures for controlling setting time, and water reducers for workability. 2. The materials shall be non-combustible, both before and after cure. 3. The materials shall be supplied as a factory-blended unit.. The portland cement concrete must be placeable from /6 in. to 3/8 in. in depth and appropriate for full-slab depth repair and replacement onding gent. Extended Open Time onding gent: Three component, pre-proportioned, VO compliant, water based epoxy modified portland cement bonding agent, that does not form a vapor barrier and contains a migratory corrosion inhibitor for use on concrete and steel. onding agent shall provide 2 hours open time at 75 deg F and a bond strength psi per STM Product a. Euclid hemical ompany (The); Duraprep ementitious repair mortar. Trowelable horizontal repair and topping mortar capable application thickness /6" to 3/8" (.6 mm to 0 mm): ement-based, one component, polymer modified repair mortar, suitable for interior or exterior use, and containing corrosive inhibiting admixture. Material shall have the following properties:. ompressive strength minimum 2,500 psi at day per STM 09 and minimum 6,500 psi at 28 days per STM Flexural Strength minimum,000 psi at 28 days per STM Freeze Thaw resistance 300 cycles...00% dynamic modulus per STM 666. Product a. Euclid hemical ompany (The); Thin-Top Supreme, uring and sealing compound. oncrete curing and sealing compound. ready-to-use, water based acrylic curing and sealing compound for use on new and existing, interior and exterior, horizontal and vertical concrete surfaces. Product shall conform to: STM 309, Type lass & and STM 35 Type lass. SHTO M 8 Type. Product a. Euclid hemical ompany (The); Super Diamond lear VOX Manufacturer. Manufacturer shall have ISO 900 Quality ertification. To ensure compatibility all products shall be from the same manufacturer Performance riteria. Typical Properties the mixed portland cement concrete:. Initial slump Slump at 30 minutes > 3. Working Time: pproximately 30 minutes. Finishing Time: 30 minutes 5. olor: concrete gray. Typical Properties the cured portland cement concrete:. ompressive Strength (STM 09) a. day: 2,500 psi min. b. 7 day:,500 psi min. c. 28 day: 5000 psi min. 2. Flexural Strength (STM 28 days: 000 psi 3. Splitting Tensile Strength (STM 28 days 750 psi. ond Strength (STM days: 2,700 psi 5. The portland cement concrete shall not produce a vapor barrier. Note: Tests above were performed with the material and curing 7ºF - 75ºF and 5-55% relative humidity. PRT 3 - EXEUTION 3.0 Surface Preparation. oncrete Removal: Remove all loose and unsound concrete per IRI Guideline 30.R "Guide for Surface Preparation". Unsound concrete surface areas shall have perimeter boundaries saw cut to minimum depth /2" inch or less if such depth will cause saw to come in contact with embedded reinforcing steel. Saw cuts shall be made perpendicular to the concrete surface and all concrete removal boundaries shall be straight and aligned parallel to opposite boundary edges resulting in repair areas that are rectangular in shape. 2. ll concrete shall be removed from within repair boundary to minimum depth /2" inch. Provide a surface with suitable prile for bond, as defined in repair mortar manufacturer's written recommendations. If delaminations, cracking, or unsound materials exist beyond minimum removal depth, then removal shall continue until all unsound, delaminated, or cracked concrete has been removed from cavity.. Preparing Reinforcing Steel: lean and prepare any exposed embedded reinforcing steel per IRI Guidline 30.R "Guide for Surface Preparation". Where /2 or more diameter reinforcment steel is exposed either by existing conditions or concrete removal, bond between the concrete and reinforcing steel is broken, or corrosion is present, the concrete shall be removed to provide a minimum 3/" clearance around entire perimeter steel and along entire exposed length. 2. lean all exposed reinforcing steel to bright steel, prior to installation repair mortar. a. Where section loss on a reinforcing bar is more than 25% or 50% in two or more adjacent bars contact Engineer.. oncrete Preparation and leaning: reas to recieve concrete repair shall be structurally sound and free from deteriorated concrete, dust, debris, loosened concrete, paint, oil, efflorescense, laitance, and other contaminants, and shall have oncrete Surface Prile SP -6 per IRI Guideline ONDING GENT PPLITION. Mix and apply bonding agent to properly prepared concrete and steel per manufacturer's written recommendations REPIR MORTR PPLITION. Mix and apply repair mortar per manufacturer's recommendations within the open time the product scrub coat or any bonding agents. Finish to level surrounding concrete surface per manufacturer's written recommendations. 3.0 URING ND SELING. Mix and apply curing compound per manufacturer's written recommendations leaning. The uncured portland cement mortar can be cleaned from tools with water. The cured portland cement mortar can only be removed mechanically.. Leave finished work and work area in a neat, clean condition without evidence spillovers onto adjacent areas. END OF SETION O3 930 SETION ONRETE REINFOREMENT PRT - GENERL. WORK INLUDED. This section includes fabrication and installation deformed bar and welded wire fabric reinforcing steel..2 RELTED WORK SPEIFIED ELSEWHERE. oncrete Forming and ccessories - Section ast In Place oncrete - Section QULITY SSURNE. Reference Standards:. merican oncrete Institute (I) 2. STM International a. I Specifications for Structural oncrete for uildings b. I Details and Detailing oncrete Reinforcement c. I uilding ode Requirements for Structural oncrete a. STM 82/ Standard Specification for Steel Wire, Plain, 82M-05 for oncrete Reinforcement b. STM 85/ Standard Specification for Steel Welded Wirel 85M-06 Reinforcement, Plain, for oncrete. c. STM 65/ Standard Specification for Deformed and 65M-06 Plain arbon-steel ars for oncrete Reinforcement 3. oncrete Reinforcing Steel Institute (RSI). Design Handbook Edition.. SUMITTLS. Shop Drawings: Submit shop drawings for reinforcing steel. omply with I 35 requirements showing layout, bar schedules, stirrup spacing, diagrams bent bars, and arrangement reinforcing steel. Shop Drawings shall not be made by reproduction the ontract Drawings. PRT 2 - PRODUTS 2. MTERILS. Reinforcing ars: STM 65, Grade 60. Stirrups and ties may be Grade 0.. Steel Wire: STM 82, 6 gage.. Supports for Reinforcing Steel: Wire bar type and precast concrete block type meeting the requirements RSI Manual Standard Practice. 2.2 FRITION. Fabricate reinforcing steel in accordance with fabricating tolerances in I 35.. Do not fabricate reinforcing steel until shop drawings are approved. PRT 3 - EXEUTION 3. PLING R SUPPORTS. General: Provide bar supports meeting the requirements RSI Specification for Placing ar Supports. 3.2 PLING REINFORING STEEL. General: omply with RSI ode Standard Practice for "Placing Reinforcing ars".. lean reinforcing steel loose rust and mill scale, earth, ice, and other materials, which reduce or destroy bond with concrete.. ccurately position, support and secure reinforcing steel against displacement by formwork, construction, or concrete placement operations. Place reinforcing steel to obtain minimum coverages. rrange, space and securely tie bars and bar supports to hold reinforcing steel in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. oncrete over: oncrete exposed to earth or weather: ars larger than No. 5 ars No. 5 or smaller. 2 inches ½ inches D. Rebar Splices: Locate at points minimum stress or as shown on contract drawings. Unless noted otherwise, provide lap splices 30 bar diameters (8 inches minimum) in length. E. orner Reinforcing: Provide corner bars same size and spacing as horizontal reinforcing steel. Lap with horizontal reinforcing 30 bar diameters or 8 inches minimum length. END OF SETION SETION ST IN PLE ONRETE PRT - GENERL. WORK INLUDED - FOR NEW ONRETE WORK. This section covers cast in place concrete including finishing, surface repair and curing..2 RELTED WORK SPEIFIED ELSEWHERE. oncrete Forming and ccessories - Section oncrete Reinforcement - Section QULITY SSURNE. Reference Standards: Meet the requirements the following codes, specifications and standards.. merican oncrete Institute (I) Publications; a. I 30_02 Specifications for Structural oncrete for uildings. b. I Standard Specification for old Weather oncreting c. I 38_02 uilding ode Requirements for Structural oncrete. 2. STM International (STM);. SUMITTLS a. STM 3/ Standard Practice for Making and 3M-03a uring oncrete Test Specimens in the Field b. STM 33_03 Standard Specification for oncrete ggregates c. STM 39/ Standard Test Method for ompressive 39M-05 Strength ylindrical oncrete Specimens d. STM 9/ Standard Specification for Ready_Mixed 9M-05 oncrete e. STM 3-03 Standard Test Method for Resistance to Degradation Small-Size oarse ggregate by brasion and Impact in the Los ngeles Machine f. STM Standard Test Method for Sieve nalysis Fine and oarse ggregates g. STM 3 Standard Test Method for Slump 3M-05a Hydraulic ement oncrete h. STM 50_05 Standard Specification for Portland ement i. STM 7_03 Standard Specification for Sheet Materials for uring oncrete j. STM 72_0 Standard Practice for Sampling Freshly Mixed oncrete k. STM 73/ Standard Test Method for ir ontent 73M-0 Freshly Mixed oncrete by the Volumetric Method l. STM 23_0 Standard Test Method for ir ontent Freshly Mixed oncrete by the Pressure Method m. STM 260_0 Standard Specification for ir Entraining dmixtures for oncrete n. STM 309_03 Standard Specification for Liquid Membrane_Forming ompounds for uring oncrete o. STM Standard Specification for Lightweight ggregates for Structural oncrete p. STM 9/ Standard Specification for hemical 9M-05a dmixtures for oncrete q. STM a Standard Test Method for Determining Density Structural Lightweight oncrete r. STM Standard Specification for oal Fly sh and Raw or alcined Natural Pozzolan for Use in oncrete s. STM D Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index Soils. Product Data: Submit manufacturer's product data with application and installation instructions for all materials.. oncrete Repair Products:. Submit repair products proposed to be used. 2. Submit the proposed area use for each product submitted..5 QULITY SSURNE. Manufacturing qualifications: The manufacturer the specified product shall be ISO 900/9002 certified and have in existence a recognized ongoing qaulity assurance program independently audited on a regular basis.. ontractor qualifications: ontractor shall be qualified in the field concrete repair and protection with a successful track record 5 years or more. ontractor shall maintain qualified personnel who have recieved product training by a manufacturer's representative PRT 2 - PRODUTS 2. MTERILS. Portland ement: STM 50, Type I or II, low alkali. Use one brand cement throughout project.. Normal Weight ggregates: STM 33. Provide aggregates from a single source for exposed concrete.. Water: Potable. D. ir_entraining dmixture: STM 260. E. Water Reducing dmixture: STM 9. F. Moisture_Retaining over: Provide waterpro paper, polyethylene film, or polyethylene_coated burlap meeting the requirements STM 7. PRT 3 - EXEUTION 3. OORDINTION. oordinate the installation joint materials and moisture barriers with placement forms and reinforcing steel. Set screeds accurately. Embedded items shall be accurately aligned and adequately supported. orrect any unsatisfactory condition before proceeding further. MRK 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR DESIGNED Y: DRWN Y: FILE NME: DTE ROMERO SLE: JO NUMER: DTE: S-003 TOOS, OKLHOM SPEIFITIONS

4 SPEIFITIONS 3.2 PREPRTION SPEIFITIONS. efore placing concrete, clean and roughen surface previously placed concrete. lean reinforcing steel. Remove debris, providing clean_outs at bottom forms when necessary. Moisten surfaces to receive concrete unless otherwise prepared. Remove excess water before placing concrete. 3.3 ONRETE PLEMENT. General: omply with I 30.. Place concrete continuously in layers not deeper than 2 inches. oncrete shall not be placed against concrete which has hardened sufficiently to cause the formation seams or planes weakness. If a section cannot be placed continuously, provide construction joints. Deposit concrete as nearly as practicable to its final location to avoid segregation. Do not use vibrators to transport concrete. 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) Maintain reinforcing in proper position during concrete placement operations. D. onsolidate concrete, immediately after placing, by mechanical vibrating equipment supplemented by hand_spading, rodding or tamping. Use equipment and procedures for consolidation concrete in accordance with I recommended practices. E. ring slab surfaces to correct level with straightedge and strikef. Use bull floats or darbies to smooth surface. Do not disturb slab surfaces prior to beginning finishing operations. F. old Weather oncreting: Protect concrete work from physical damage or reduced strength caused by frost, freezing or low temperatures. omply with I G. Hot Weather oncreting: When hot weather conditions exist that would impair quality and strength concrete, reduce delivery time ready mix concrete, lower the temperature materials, or add retarder to ensure that the concrete is plastic. Retempering with water is not allowed. 3. FINISH OF FORMED SURFES 00% ONSTRUTION DOUMENTS. Rough Form Finish: Provide where formed concrete surfaces are not exposed to view. Tie holes and surface imperfections shall be repaired and patched and fins and other projections exceeding ¼ inch in height rubbed down or chipped f. 3.5 FINISH OF HORIZONTL SURFES. t tops foundation walls and grade beams finish with a texture matching adjacent formed surfaces unless otherwise indicated. 3.6 SL FINISHES. Float Finish: egin floating when surface water has disappeared and when concrete has stiffened sufficiently to permit operation power_driven or hand floats. onsolidate surface with power-driven floats, or by hand-floating if area is small or inaccessible to power units.. Scratch Finish: pply scratch finish to slab surfaces that are to receive floor topping. Roughen surface before final set, using stiff brushes, or brooms.. Trowel Finish: pply trowel finish to all slab surfaces unless noted otherwise. fter floating, begin first trowel finish using a power-driven or hand trowel. Finish concrete surface by a final hand-trowel operation, free trowel marks, and uniform in texture and appearance. D. room Finish: pply on exterior slabs, ramps, steps, and sidewalks. Immediately after concrete has received a float finish, draw a broom or burlap belt across the surface to give a coarse transverse scored texture. 3.7 ONRETE URING ND PROTETION. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. ontinue curing for at least 7 days.. uring compound: t contractor's option, exterior concrete slabs may be cured using curing compound. ll vertical concrete (walls, beams, etc ) shall be cured using curing compound - apply compound to the vertical surface as soon as the forms are removed. pply curing compound uniformly in accordance with the manufacturer's printed instructions. uring compound shall NOT be used on interior slabs, except exposed integrally colored concrete slabs. 3.8 ONRETE SURFE REPIRS. Patching Surface Imperfections: Remove loose material and patch surface imperfections and holes left by tie rods with cement mortar. Surface imperfections include honeycomb, excessive air voids, sand streaking and cracks. 3.9 FOR EXPOSED_TO_VIEW SURFES. Use engineered, pre-bagged materials for all bonding and all repairs. Installed per manufacturers written instructions, match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. ompact mortar in place and strike_f slightly higher than surrounding surface. 3.0 FIELD QULITY ONTROL field representative from the product manufacturer or supplier shall verify preperation, use, application and construction meets manufacturers written recommendations. END OF SETION HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM MRK DTE 2/27/203 :0:35 M DESIGNED Y: SLE: DRWN Y: FILE NME: ROMERO JO NUMER: DTE: SPEIFITIONS File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt S-00

5 SPEIFITIONS SPEIFITIONS SPEIFITIONS SETION JOINT SELERS ELSTOMERI ND NON-ELSTOMERI SELNT (SELF-LEVELING) PRT - GENERL. Joints:. Placement Procedure: Prime all substrates as required based upon the recommendations the manufacturer the specified product, when field testing indicates need, and when the joints will be subject to immersion after cure, as approved by the Engineer..0 Summary. This specification describes the sealing joints and cracks with a two-component, self-leveling, and elastomeric polyurethane sealant..02 Quality ssurance. Manufacturing qualifications: The manufacturer the specified product shall be ISO 900:2008 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.. ontractor qualifications: ontractor shall be qualified in the field concrete repair and protection with a successful track record 5 years or more. ontractor shall maintain qualified personnel who have received product training by a manufacturer's representative.. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations local, state and federal authorities having jurisdiction. onsult Material Safety Data Sheets for complete handling recommendations..03 Delivery, Storage, and Handling. ll materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.. Store all materials f the ground and protect from rain, freezing or excessive heat until ready for use.. ondition the specified product as recommended by the manufacturer..0 Job onditions 2. Install approved backer rod or bond breaker tape in all joints subject to thermal movement to prevent three-sided bonding and to set the depth the sealant at a maximum /2 in., measured at the center point the joint width. pproval the backer rod or bond breaker tape shall be made by the Engineer. 3. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed by the Engineer. If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure the sealant. Do not apply the masking tape until just prior to the sealant application.. Install sealant into prepared joints when the joint is at mid-point its expansion and contraction cycle. a. Self-leveling sealant: Pour or extrude the sealant into the prepared joint in one direction and allow it to flow and level as necessary. void overlapping the sealant to eliminate the entrapment air. Tool as required to properly fill the joint. 5. dhere to all limitations and cautions for the polyurethane sealant in the manufacturer's printed literature.. racks. Self-leveling sealant: Pour or extrude the sealant into the prepared crack in one direction and allow it to flow and level as necessary. void overlapping the sealant to eliminate the entrapment air. Tool as required to properly fill the crack. 2. dhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturers printed literature leaning. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured polyurethane sealant can only be removed mechanically 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS. Environmental onditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 0ºF (5º) and rising.. Protection: Precautions shall be taken to avoid damage to any surface near the work zone due to mixing and handling the specified coating. End Section Leave work area in a neat, clean condition without evidence spillovers onto adjacent areas..05 Submittals. Submit copies as required by rchitect manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS).06 Warranty. Provide a written warranty from the manufacturer against defects materials for a period one () year, beginning with date substantial completion the project. PRT 2 - PRODUTS 2.0 Manufacturers. Eucolastic II pourable Grade as manufacturered by the Euclid hemical ompany, leveland, OH. and Sikaflex-2c SL, as manufactured by Sika orporation, 682 Marion Williamsport Road, Marion, OH 3302 are considered to conform to the requirements this specification Materials. Polyurethane sealant:. The joint sealant shall be a two-component, self-leveling, polyurethane-base material. It shall be applicable in horizontal joints. The sealant shall be principally a chemical cure to form an elastomeric substance. The color shall be introduced through a "olor-pak" system or be pretinted from the manufacturer.. ny primers, as required, recommended by the manufacturer the specified product, approved by the engineer.. acker rod or bond breaker tape as approved by engineer Performance riteria. Properties the mixed polyurethane sealant:. Initial ure (Tack-Free Time): 6-8 hours 2. onsistency: self-leveling 3. olor: 35 standard colors. dditional architectural colors available through color matching system D. Properties the cured polyurethane sealant:. Tensile Properties (STM D-2) at days Self-Leveling a. Tensile Strength at break: minimum 75 psi b. Tensile Elongation: minimum 650% c. Modulus Elasticity - 00% Elongation 00 psi, min. 2. Shore Hardness (STM D-220) at days: a. Self Leveling: 0 +/-5 3. Tear Strength (STM D-62) at days: self-leveling 00 lbs./in. dhesion in Peel (TT-S-00227E, STM -79) at 2 days HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM a. oncrete: 30-lb. min. 0% dhesion Loss 5. Service Range: -0º to 70ºF (-00 to 770) 6. The sealant shall conform to Federal Specification TT-S-00227E, Type, lass. 2/27/203 :0:36 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt 7. The sealant shall conform to STM -920, Type M, Grade P, lass The sealant shall be capable ±50% the average joint width when tested in accordance to the durability bond test Federal Specification TT-S-00227E and STM The sealant shall be non-staining. 0. Final ure: 3 days max. Note: Tests were performed with material and curing conditions at 7º-75ºF and 5-55% relative humidity. PRT 3 - EXEUTION 3.0 Surface Preparation. The joint and adjacent substrate must be clean, dry, sound and free surface contaminants. Remove all traces the old sealant, dust, laitance, grease, oils, curing compounds, form release agents and foreign particles by mechanical means, i.e. - sandblasting, etc., as approved by the engineer. low joint free dust using compressed air line equipped with an oil trap Mixing and pplication. Mixing the polyurethane sealant: Pour out entire contents omponent into pail omponent. dd entire contents olor-pak into pail and mix with low-speed drill ( rpm) and approved paddle. Mix for 3-5 minutes to achieve a uniform color and consistency. void entrapment air during mixing. MRK DTE DESIGNED Y: SLE: DRWN Y: FILE NME: ROMERO JO NUMER: DTE: SPEIFITIONS S

6 SPEIFITIONS SPEIFITIONS SPEIFITIONS SPEIFITIONS SETION JOINT SELERS ELSTOMERI ND NON-ELSTOMERI SELNT (NON-SG) PRT - GENERL.0 Summary. This specification describes the sealing joints and cracks with a two-component, non sag, and elastomeric polyurethane sealant..02 Quality ssurance. Manufacturing qualifications: The manufacturer the specified product shall be ISO 900:2008 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.. ontractor qualifications: ontractor shall be qualified in the field concrete repair and protection with a successful track record 5 years or more. ontractor shall maintain qualified personnel who have received product training by a manufacturer's representative.. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations local, state and federal authorities having jurisdiction. onsult Material Safety Data Sheets for complete handling recommendations..03 Delivery, Storage, and Handling. ll materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.. Store all materials f the ground and protect from rain, freezing or excessive heat until ready for use.. ondition the specified product as recommended by the manufacturer..0 Job onditions. Environmental onditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 0ºF (5º) and rising.. Protection: Precautions shall be taken to avoid damage to any surface near the work zone due to mixing and handling the specified coating..05 Submittals. Submit copies as required by rchitect manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS).06 Warranty. Provide a written warranty from the manufacturer against defects materials for a period one () year, beginning with date substantial completion the project.. Joints:. Placement Procedure: Prime all substrates as required based upon the recommendations the manufacturer the specified product, when field testing indicates need, and when the joints will be subject to immersion after cure, as approved by the Engineer. 2. Install approved backer rod or bond breaker tape in all joints subject to thermal movement to prevent three-sided bonding and to set the depth the sealant at a maximum /2 in., measured at the center point the joint width. pproval the backer rod or bond breaker tape shall be made by the Engineer. 3. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed by the Engineer. If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure the sealant. Do not apply the masking tape until just prior to the sealant application.. Install sealant into prepared joints when the joint is at mid-point its expansion and contraction cycle. a. Non-sag sealant: Load the sealant into a caulking gun. Place the nozzle the gun, either hand or air or electric powered, into the bottom the joint and fill entire joint. Keep the tip the nozzle in the sealant, continue with a steady flow sealant preceeding the nozzle to avoid air entrapment. void overlapping the sealant to eliminate the entrapment air. Tool, as required, to properly fill the joint. 5. dhere to all limitations and cautions for the polyurethane sealant in the manufacturer's printed literature.. racks. Non-sag sealant: For best performance, sealant should be gunned into crack to a minimum /" in depth. Place the nozzle the gun, either hand or air or electric powered, into the bottom the crack and fill entire crack. Keep the tip the nozzle in the sealant, continue with a steady flow sealant preceeding the nozzle to avoid air entrapment. void overlapping the sealant to eliminate the entrapment air. Tool as required to properly fill the crack. 2. dhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturers printed literature LENING. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured polyurethane sealant can only be removed mechanically. Leave work area in a neat, clean condition without evidence spillovers onto adjacent areas. End Section SETION ONRETE REHILITTION (ONTROL JOINT SELERS FOR SEMI-RIGID JOINTS) PRT - GENERL.0 Summary. Properties the cured epoxy resin adhesive sealant: Sikadur 5 NS:. Tensile Properties (STM D-638) at days a. Tensile Strength: 650 psi (. MPa) b. Tensile Elongation at break: 80% c. Modulus Elasticity:,800 psi (2.3 MPa) Tensile stress at % elongation 2.5% Elongation 50 psi (0.33 MPa) 5 % Elongation 90 psi (0.6 MPa) 0% Elongation 60 psi (. MPa) 2. Shore D Hardness (STM D-220) at 28 days: a (Shore ) b (Shore D) 5. Tear Stength (STM D-62) at days a. Tear Strength 0 lb./in. 6. ond Strength (STM -307 Modified) Hardened oncrete to Hardened oncrete a. 2 days (dry cure) ond Strength 800 psi (5.5MPa) b. days (moist cure) ond Strength 50 psi (3. MPa) 7. Shear Strength (STM D-732) a. days 800 psi (5.5 Mpa) Note: Tests were performed with material and curing conditions at 7º-75ºF and 5-55% relative humidity. PRT 3 - EXEUTION 3.0 Surface Preparation. The joint and adjacent substrate must be clean, sound and free surface contaminants. It may be dry or damp, but free standing water. Remove dust, laitance, grease, oils, curing compounds, form release agents and foreign particles by mechanical means, i.e. - sandblasting, etc., as approved by the Engineer. low joint free dust using compressed air line equipped with an oil trap Mixing and pplication. Mixing the epoxy resin adhesive: Premix each component per manufacturers written recommendations.. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed by the Engineer. If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure the sealant. Do not the apply masking tape until just prior to the epoxy construction/control joint resin application.. Placement Procedure:. Non-sag consistency: Load directly into bulk chaulking guns or use a follower plate loading system or tool into joints by hand. void overlapping the sealant to eliminate entrapment air. Tool as required. D. dhere to all limitations and cautions for the epoxy resin adhesive sealant as stated in the manufacturer's printed literature leaning 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS PRT 2 - PRODUTS 2.0 Manufacturers. Eucolastic II Gun Grade as manufactured by the Euclid hemical ompany, leveland, OH. and Sikaflex-2c NS EZ, as manufactured by Sika orporation, 682 Marion Williamsport Road, Marion, OH 3302 are considered to conform to the requirements this specification Materials. Polyurethane sealant:. The joint sealant shall be a two-component, non-sag, polyurethane-base material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall be principally a chemical cure to form an elastomeric substance. The color shall be introduced through a "olor-pak" system or be pretinted from the manufacturer.. ny primers, as required, recommended by the manufacturer the specified product, approved by the engineer.. acker rod or bond breaker tape as approved by engineer Performance riteria. Properties the mixed polyurethane sealant:. Initial ure (Tack-Free Time): 8-0 hours 2. onsistency: non-sag 3. olor: 35 standard colos. dditional architectural colors available through color matching system D. Properties the cured polyurethane sealant:. Tensile Properties (STM D-2) at days Non-sag EZ a. Tensile Strength at break: minimum 95 psi b. Tensile Elongation: minimum 300% c. Modulus Elasticity - 00% Elongation 70 psi, min. 2. Shore Hardness (STM D-220) at days: a. Non-sag EZ: 25 +/-5 3. Tear Strength (STM D-62) at days: non-sag 5 lbs./in. dhesion in Peel (TT-S-00227E, STM -79) at 2 days a. oncrete: >5 lb. min. 0% dhesion Loss 5. Service Range: -0º to 70ºF (-00 to 770) 6. The sealant shall conform to Federal Specification TT-S-00227E, Type II, lass. 7. The sealant shall conform to STM -920, Type M, Grade NS, lass The sealant shall be capable ±25% the average joint width when tested in accordance to the durability bond test Federal Specification TT-S-00227E and STM This specification describes the sealing saw-cut, control, and construction joints in concrete with a semi-rigid flexible epoxy resin adhesive sealant..02 Quality ssurance. Manufacturing qualifications: The manufacturer the specified product shall be ISO 900 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.. ontractor qualifications: ontractor shall be qualified in the field concrete repair and protection with a successful track record 5 years or more. ontractor shall maintain qualified personnel who have received product training by a manufacturer's representative.. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations local, state and federal authorities having jurisdiction. onsult Material Safety Data Sheets for complete handling recommendations..03 Delivery, Storage, and Handling. ll materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.. Store all materials f the ground and protect from rain, freezing or excessive heat until ready for use.. ondition the specified product as recommended by the manufacturer..0 Job onditions. Environmental onditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 0ºF (5º) and rising.. Protection: Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling the specified sealant..05 Submittals. Submit copies as required by rchitect manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS)..06 Warranty. Provide a written warranty from the manufacturer against defects materials for a period one () year, beginning with date substantial completion the project. PRT 2 - PRODUTS 2.0 Manufacturers. Euco 700 as manufactured by The Euclid hemical ompany, leveland, OH. and Sikadur 5 SL or Sikadur 5 NS, as manufactured by Sika orporation, 682 Williamsport Road, Marion, OH, 3302 are considered to conform to the requirements this specification Materials. Epoxy control joint resin:. The uncured epoxy resin adhesive sealant can be cleaned from tools with an approved solvent. The cured epoxy resin adhesive sealant can only be removed mechanically.. Leave work area in a neat, clean condition without evidence spillovers onto adjacent areas. End Section HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR MRK DTE TOOS, OKLHOM 2/27/203 :0:36 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt 9. The sealant shall be non-staining. 0. Final ure: 3 days max. Note: Tests were performed with material and curing conditions at 7º-75ºF and 5-55% relative humidity. PRT 3 - EXEUTION 3.0 Surface Preparation old oil. The joint and adjacent substrate must be clean, dry, sound and free surface contaminants. Remove all traces the sealant, dust, laitance, grease, oils, curing compounds, form release agents and foreign particles by mechanical means, i.e. - sandblasting, etc., as approved by the engineer. low joint free dust using compressed air line equipped with an trap Mixing and pplication. Mixing the polyurethane sealant: Pour out entire contents omponent into pail omponent. dd entire contents olor-pak into pail and mix with low-speed drill ( rpm) and approved paddle. Mix for 3-5 minutes to achieve a uniform color and consistency. void entrapment air during mixing.. omponent shall be modified isocyanate prepolymer, with ether and blocked urethane groups containing suitable viscosity control agents and pigments. It shall not contain butyl glycidl ether. 2. omponent shall be primarily a reaction product a selected amine blend with an epoxy resin the epichlorohydrin bisphenol type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio omponent :omponent shall be per manufacturers written recommendations.. The material shall not contain asbestos Performance riteria (Sidadur 5 NS is shown, Sikadur 5 SL is similar, see manufacturer's product information. Properties the mixed epoxy resin adhesive sealant: Sikadur 5 NS:. Potlife: hr. to.5 hr. ( gallon mass) 2. onsistency: Non-sag 3. olor: oncrete Gray. Tack-Free Time: 7-8 hours DESIGNED Y: SLE: DRWN Y: FILE NME: ROMERO JO NUMER: DTE: SPEIFITIONS S

7 SHEET KEYNOTES. SE ID JOINT ETWEEN PREST ONRETE TEES TO E REPIRED. 2. DDITIVE LTERNTE # EXISTING 3" TOPPING SL OVER PREST ONRETE TEES TO E REPIRED PER 3/S EXISTING EXPNSION JOINT TO REMIN, RE SHLL E EXERISED NOT TO DMGE JOINT OR JOINT FILLER. 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) ' - 0" ' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 2' - " 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" ' - 0" 9' - 0" E D.7 D.7 D ELOW.3.3 S-90 8' - 9 /2" ' - 2 /2" 7' - 0" 29' - 0" 7' - 0" 63' - 0" ' - 2 /2" 8' - 9 /2".9 OTTOM OF RMP.9 T TH FLOOR S-303 S S-902 S S-902 OVE TOP OF RMP T 5TH FLOOR E D SHEET GENERL NOTES. MINOR RK INJETION MY E REQUIRED LONG JOINT REPIR NER GRID LINE "". REPIR INFORMTION SHOWN IN DETILS /S-302 ND /S-302, UTILIZE 0'-0" MXIMUM LENGTH FOR SE ID PURPOSES. 00% ONSTRUTION DOUMENTS HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR MRK DTE TOOS, OKLHOM 2/27/203 :0:37 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt PRKING GRGE th - 5th LEVEL RMP JOINT ND ONRETE REPIR SLE: " = 20'-0" 9' - 0" DESIGNED Y: DRWN Y: FILE NME: ROMERO SLE: JO NUMER: DTE: S-0 s indicated OVERLL PLN OF TH FLOOR

8 NOTE: SIKFLEX-2 SL MY E SUSTITUTED WITH EULID EUOLSTI II POURLE FOR USE WITH SIKRETE 2 OR PPROVED EQUL GRIND OR RU SURFES TO FLUSH ONDITION, VERTIL ND HORIZONTL 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) GRIND OR RU SURFES TO FLUSH ONDITION, VERTIL ND HORIZONTL TYP HORIZ ON JOINT REPIR SLE: NTS (FOR USE T MOVING JOINTS, SUH S EXPNSION OR ONTROL JOINT ND DOULE TEE FLNGES ND TOPPING SL) NOTE: TMMS THIN PTH DURLPREP / IS N PPROVED LTERNTIVE. 3 (" MINIMUM DEPTH) TYP ON SURFE & OVERLY REPIR SLE: NTS SPLLS, SL REPIR 00% ONSTRUTION DOUMENTS FOR USE WITH SIKRETE 2 OR PPROVED EQUL FOR USE WITH SIK TOP 22 PLUS HND PPLIED OVERLY OR PPROVED EQUL GRIND OR RU SURFES TO FLUSH ONDITION, VERTIL ND HORIZONTL 3 NOTE: EULID EURORETE IS N PPROVED LTERNTIVE. FOR USE WITH EULID THIN- TOP SUPREME W/ DURL PREP / OR SIK TOP 22 PLUS HND PPLIED OVERLY OR PPROVED EQUL (" MINIMUM) TYP REINF ON & SURFE OVERLY REPIR SLE: NTS SPLLS NOTE: EULID DURLRETE LV & DURLRETE GEL IS N PPROVED LTERNTIVE. TYPIL ONRETE RK REPIR SLE: NTS GRIND OR RU SURFES TO FLUSH ONDITION, VERTIL ND HORIZONTL HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM MRK DTE 2/27/203 :0:37 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt 3 (/8" MINIMUM) TYP ON SURFE/OVERLY REPIR SLE: NTS NOTE: EULID DURLRETE LV IS N PPROVED LTERNTIVE. TYP ON INJETION RK REPIR SLE: NTS FOR ONRETE RKS NOT LRGE ENOUGH TO E FILLED WITH PRODUT SEIFIED IN OTHER DETILS, THIS SHEET DESIGNED Y: DRWN Y: FILE NME: ROMERO SLE: JO NUMER: DTE: TYPIL REPIR DETILS S-302 2" = '-0"

9 6" O MX EXISTING " JOINT 6" TYP 2" O DRILL ND EPOXY IN HILTI HY-50 MX SD EXISTING " JOINT DETERIORTED, SPLLED ONRETE ND ORRODED REINF TO E REPIRED EXISTING 3" TOPPING SL 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) S-303 SOUND ONRETE ' - 0" ' - 0" ONRETE REPIR SOUND ONRETE EXISTING ONRETE TEE EULID SENTINEL GL GLVNI 30" O EH SIDE OF JOINT TO REMIN TO REMIN NOTES:. ONTRTOR TO REMOVE DMGED ND LOOSE ONRETE UNTIL SOUND ONRETE IS ENOUNTERED ND/OR REINFORING IS NO LONGER ORRODED. REMOVL OF ONRETE '-0" EH SIDE OF JOINT IS FOR IDDING PURPOSES ONLY. EXTENT TO E VERIFIED DURING REMOVL. 2. EXISTING REINFORING TO REMIN. LEN ND PREPRE PER SPEIFITION % ONSTRUTION DOUMENTS SOUND ONRETE ONRETE REPIR SOUND ONRETE TO REMIN TO REMIN NOTE: SIK GLVSHIELD XP IS N LTERNTE GLVNI NODE 3 PLN DETIL T JOINT REPIR SLE: 3/" = '-0" SETION THRU TEE JOINT DETERIORTION SLE: 3/" = '-0" HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM 2/27/203 :0:38 M File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt NOTE: REMOVE ND REPIR JOINT SELNT 2 S-302 NEW TOPPING SL WITH EULID EURORETE OR SIKRETE 2 NEW ONRETE REPIR WITH EULID EURORETE OR SIKRETE 2 SOUND ONRETE TO REMIN EXISTING " JOINT 2 S-302 ONRETE REPIR SETION THRU TEE JOINT REPIR - SE ID SLE: 3/" = '-0" SOUND ONRETE TO REMIN PROVIDE ROUGHEN SURFE, OND NEW ONRETE TO EXISTING ONRETE WITH EULID DUROND OR SIK RMTE 0 EPOEM EXISTING 3" TOPPING SL EXISTING ONRETE TEE 3 NOTE: DEK SURFE PREPRTION TYP JOINT SELNT 2 S-302 EXISTING 3" TOPPING SL NOTE: FOR OPTION, OVERLY, PROVIDE ONSTRUTION JOINTS TO MTH EXISTING LYOUT ONTRTOR TO PRIE OPTION FOR SURFE TRETMENT OPTION : EULID THIN-TOP SUPREME WITH RRDE W 2 SELER, OR PPROVED EQUL. OPTION 2: EULID RRDE W 2 SELER, OR PPROVED EQUL. NOTE: EXISTING RKS WILL REQUIRE REPIR PRIOR TO THIN-TOP SUPREME PPLITION WITH EUOLSTI I OR II RK SELER. TYPIL TOP OF TEE DEK SURFE - DDITIVE LTERNTE # SLE: NTS NOTE: PRODUTS SHLL E INSTLLED PER MNUFURERS WRITTEN REOMMENDTIONS MRK DESIGNED Y: DRWN Y: FILE NME: DTE ROMERO SLE: JO NUMER: DTE: TYPIL REPIR DETILS S-303 3/" = '-0"

10 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) % ONSTRUTION DOUMENTS MRK DESIGNED Y: DRWN Y: FILE NME: DTE SLE: JO NUMER: DTE: " = 20'-0" File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt 2/27/203 :0:39 M HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM PHOTOS UNDERSIDE OF TEE JOINT SLE: NTS ROMERO PHOTOGRPHS S

11 700 LINOLN RD NE STE 02 LUQUERQUE, NM 8709 PHONE (505) FX (505) SLING ND RVELING OF ONRETE SURFE 00% ONSTRUTION DOUMENTS 3 PHOTOS TOPPING RMP DRIVE SLE: NTS 3 SLE: NTS SLING ND RVELING OF ONRETE SURFE PHOTOS TOPPING T PRKING HEROKEE NTION ENTERTINMENT PRKING GRGE RMP REPIR TOOS, OKLHOM SLING ND RVELING OF ONRETE SURFE MRK DTE 2/27/203 :0:39 M DESIGNED Y: SLE: DRWN Y: FILE NME: ROMERO JO NUMER: DTE: " = 30'-0" PHOTOGRPHS File Name: G:\37\07 NE atoosa Parking\DWG\37-07 NE Tech: uthor PRKING REPIRS 203.rvt 3 PHOTOS TOPPING T RMP EDGE SLE: NTS S-902