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Section 013323 - Shop Drawings, Product Data, and Samples

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Section 013323 - Shop Drawings, Product Data, and Samples SECTION 013323 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 - GENERAL 1-1. For the purposes of this contract, samples, test reports, certificates, and manufacturers' literature and data shall also be subject to the previously referenced requirements. The following text refers to all items collectively as SUBMITTALS. 1-2. Submit for approval, all of the items specifically mentioned under the separate sections of the specification, with information sufficient to evidence full compliance with contract requirements. Materials, fabricated articles and the like to be installed in permanent work shall equal those of approved submittals. After an item has been approved, no change in brand or make will be permitted unless: A. Satisfactory written evidence is presented to, and approved by the Owner, that manufacturer cannot make scheduled delivery of approved item or; B. Item delivered has been rejected and substitution of a suitable item is an urgent necessity or; C. Other conditions become apparent which indicates approval of such substitute item to be in best interest of the Owner. 1-3. Forward submittals in sufficient time to permit proper consideration and approval action by Owner. Time submission to assure adequate lead time for procurement of contract - required items. Delays attributable to untimely and rejected submittals will not serve as a basis for extending contract time for completion. 1-4. Submittals will be reviewed for compliance with contract requirements by Engineer, and action thereon will be taken by the Owner. 1-5. The Owner reserves the right to require additional submittals, whether or not particularly mentioned in this contract. If additional submittals beyond those required by the contract are furnished pursuant to request therefore by the Owner, adjustment in contract price and time will be made. 1-6. Schedules called for in specifications and shown on shop drawings shall be submitted for use and information of the Engineer. However, the Contractor shall assume responsibility for coordinating and verifying schedules. The Owner and Engineer assume no responsibility for checking schedules or layout drawings for exact sizes, exact numbers and detailed positioning of items. SHOP DRAWINGS, PRODUCT DATE, AND SAMPLES 013323 - 1 ESC, INC. PROJECT 15228 1-7. Submittals must be submitted by Contractor only and shipped prepaid. The Owner assumes no responsibility for checking quantities or exact numbers included in such submittals. A. Submittals will receive consideration only when covered by a transmittal letter signed by Contractor and shall contain the list of items, name of the Project, name of Contractor, contract number, applicable specification paragraph numbers, applicable drawing numbers (and other information required for exact identification of location for each item), manufacturer and brand, ASTM or Federal Specification Number (if any) and such additional information as may be required by specifications for particular item being furnished. In addition, catalogs shall be marked to indicate specific items submitted for approval. B. Submittal drawings (shop, erection or setting drawings) and schedules, required for work of various trades, shall be checked before submission by technically qualified employees of Contractor for accuracy, completeness and compliance with contract requirements. These drawings and schedules shall be stamped and signed by Contractor certifying to such check. 1. For each drawing required, submit one legible photographic paper. 2. Reproducible shall be full size. 3. Each drawing shall have marked thereon, proper descriptive title, including project location, project number, manufacturer's number, reference to contract drawing number, detail Section Number, and Specification Section Number. 4. A space 4-3/4 by 5 inches shall be reserved on each drawing to accommodate approval or disapproval stamp. 5. Submit drawings fully protected for shipment. 6. One reproducible print of approved or disapproved shop drawings will be forwarded to Contractor. 7. When work is directly related and involves more than one trade, shop drawings shall be submitted to Engineer under one cover. 1-8. Samples, shop drawings, test reports, certificates and manufacturers' literature and data, shall be submitted for approval to: SHOP DRAWINGS, PRODUCT DATE, AND SAMPLES 013323 - 2 ESC, INC. PROJECT 15228 ____ESC, Inc.___________________________________________________ (Engineer) __1922 N. Broadway Ave. ________________________________________ (Address) ___Springfield, MO 65803_______________________________________ (City, State and Zip Code) SHOP DRAWINGS, PRODUCT DATE, AND SAMPLES 013323 - 3 ESC, INC. PROJECT 15228 SECTION 033053 - CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 DESCRIPTION: This section specifies cast-in-place structural concrete and material and mixes for other concrete. 1.2 TOLERANCES: A. ACI 117. B. Slab Finishes: ACI 117, F-number method in accordance with ASTM E1155. 1.3 REGULATORY REQUIREMENTS: A. ACI SP-66 ACI Detailing Manual B. ACI 318 - Building Code Requirements for Reinforced Concrete. 1.4 SUBMITTALS: A. Submit in accordance with Section 013323, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. Concrete Mix Design. C. Shop Drawings: Reinforcing steel: Complete shop drawings. D. Manufacturer's Certificates: Air-entraining admixture, chemical admixtures, curing compounds. 1.5 APPLICABLE PUBLICATIONS: A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only. B. American Concrete Institute (ACI): 117-10......................................Specification for Tolerances for Concrete Construction, Materials and Commentary 211.1-91(R2009) .......................Standard Practice for Proportions for Normal, Heavyweight, and Mass Concrete 211.2-98(R2004) .......................Standard Practice for Selecting Proportions for Structural Lightweight Concrete 301-10......................................Specifications for Structural Concrete 305.1-06 ...................................Specification for Hot Weather Concreting 306.1-90(R2002) .......................Standard Specification for Cold Weather Concreting SP-66-04 .................................ACI Detailing Manual 318-11......................................Building Code Requirements for Structural Concrete and Commentary CAST-IN-PLACE CONCRETE 033053 - 1 ESC, INC. PROJECT 15228 347-04......................................Guide to Formwork for Concrete C. American Society for Testing And Materials (ASTM): A185/A185M-07.......................Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete Reinforcement A615/A615M-09.......................Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement A996/A996M-09.......................Standard Specification for Rail Steel and Axle Steel Deformed Bars for Concrete Reinforcement C31/C31M-10...........................Standard Practice for Making and Curing Concrete Test Specimens in the Field C33/C33M-11a .........................Standard Specification for Concrete Aggregates C39/C39M-12...........................Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C94/C94M-12...........................Standard Specification for Ready Mixed Concrete C143/C143M-10 .......................Standard Test Method for Slump of Hydraulic Cement Concrete C150-11 ...................................Standard Specification for Portland Cement C171-07 ...................................Standard Specification for Sheet Material for Curing Concrete C172-10 ...................................Standard Practice for Sampling Freshly Mixed Concrete C173-10 ...................................Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method C192/C192M-07 .......................Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory C231-10 ...................................Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C260-10 ...................................Standard Specification for Air-Entraining Admixtures for Concrete C330-09 ...................................Standard Specification for Lightweight Aggregates for Structural Concrete C494/C494M-11 .......................Standard Specification for Chemical Admixtures for Concrete C618-12 ...................................Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete CAST-IN-PLACE CONCRETE 033053 - 2 ESC, INC. PROJECT 15228 D1751-04(R2008) ....................Standard Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) D4397-10 .................................Standard Specification for Polyethylene Sheeting for Construction, Industrial and Agricultural Applications E1155-96(2008) ........................Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers PART 2 - PRODUCTS 2.1 FORMS: Wood, plywood, metal, or other materials, approved by the Engineer, of grade or type suitable to obtain type of finish specified. 2.2 MATERIALS: A. Portland Cement: ASTM C150, Type I or II. B. Fly Ash: ASTM C618, Class C or F including supplementary optional requirements relating to reactive aggregates and alkalis, and loss on ignition (LOI) not to exceed 5 percent. C. Coarse Aggregate: ASTM C33, Size 67. Size 467 may be used
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