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3225 Bohns Point Lane - PID: 08-117-23-44-0010
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1996-007837 - deck
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8/22/2023 3:17:48 PM
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3225 Bohns Point Ln
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Permits/Inspections
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0811723440010
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' � Page 6 <br /> STRUCTURAL SPECIFICATION <br /> SWEATT RESIDENCE <br /> WAYZATA MN <br /> ARCHISTRUCTURES #9512-3 <br /> A. Shall be 6 mil thick, polyethylene sheet A. Frost protection: Shall be in accordance with <br /> conforming to ASTM D4397-91. Furnish Minnesota State Building Code 1300.5500: <br /> adhesive backed polyethylene tape. <br /> 1. All footings:60 inches below finish grade. <br /> PART 3:CONSTRUCTION B. Frost exposure: Contractor shall provide <br /> means to adequately protect footings from frost <br /> 3.O1 TEMPORARY FORMWORK exposure during construction. <br /> A. Contractor's responsibility: Design, engineer- 3.09 CONCRETE SLABS-ON-GRADE <br /> ing, and construction of formwork to be the <br /> contractor's responsibility. A. Minimum thickness & reinforcing: All slabs- <br /> on-grade shall be minimum 4"thick with 6 x 6/ <br /> B. Tolerances: Tolerances for formed concrete W 1.4 x W 1.4 welded wire fabric unless noted <br /> shall be as specified in ACI 301, Table 4.3.1. otherwise on construction drawings. <br /> Completed concrete shall conform to the dimen- Altemately, with approval of architect and <br /> sions, shapes, and grades shown on the owner, slabs-on-grade may be glass fiber <br /> construction drawings and shall be without reinforced. <br /> excessive deflection. <br /> *** <br /> 3.02 CONCRETE MIXING&DELIVERY <br /> A. Ready-mix concrete: Shall be mixed and deli- SECTION <br /> vered in accordance with ASTM C94-91a. <br /> 04100 <br /> 3.03 CONCRETE PLACEMENT <br /> A. Standard: Placing of concrete shall conform to MORTAR & <br /> ACI 304R-85: Guide for Measuring, Mixing, MASONRY GROUT <br /> Transporting and Placing Concrete. <br /> B. Old concrete: Do not place new concrete PART 1 :GENERAL <br /> against old concrete that has obtained its initial <br /> set, except at joints. Discard any unused 1.01 SCOPE <br /> concrete that has obtained its initial set. <br /> A. Work included: This section covers all <br /> 3.05 WEATHER PROTECTION materials and construction related to mortar and <br /> masonry grout as shown on the construction <br /> A. Cold Weather: Maintain minimum drawings. <br /> � temperatures for curing in accordance with ACI <br /> 306R-88, Cold Weather Concreting. Do not 1.02 QUALITY ASSURANCE <br /> place concrete on frozen ground or in forms <br /> containing ice or snow. A. Standard: All work shall conform to the <br /> American Concrete Institute ACI 530-88, <br /> B. Warm Weather: Do not place concrete Building Code Requirements for Masonry <br /> without engineer's approval when outside Structures. <br /> temperature is above 85' F. If approval is <br /> given, place and cure concrete in accordance <br /> with ACI 305R-91,Hot Weather Concreting. PART 2 : MATERIALS <br /> 3.06 CONCRETE FOOTINGS 2.01 MATERIALS <br /> A. Portland Cement: ASTM C150-92,Type I. <br />
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