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2016-01232 - addn/remodel/repair
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2060 Wayzata Blvd W - 34-118-23-21-0037 - (Unit 100/150)
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2016-01232 - addn/remodel/repair
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Last modified
8/22/2023 4:55:53 PM
Creation date
1/7/2020 11:52:50 AM
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x Address Old
House Number
2060
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
2060 Wayzata Blvd W
Document Type
Permits/Inspections
PIN
3411823210040
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INTERIOR ENVIRONMENT (Chapter 12) <br /> Ventilation (203)* \Soup transmission (1207) <br /> Tempera re control (1204) Irhte or space dimensions (1208) <br /> Lighting e 05) A9aess to unoccupied spaces (1209) <br /> Yards or cou t (1206) TCilet`and bathroom requirements <br /> (121.0,2509) <br /> *Also see Mechanical Code Plan Review Record <br /> BUILDING ENVELOPE (Chapters 13*, 14, 15) <br /> *See Energy Conservation Code Plan Review Record <br /> EXTERIOR WALLS (Chapter 14) <br /> Performance requirements (1403) Combustible material restrictions (1406) <br /> Materials (1404) EIFS (1408) <br /> Exterior wall coverings/MCM's HPL (1409) <br /> (1405, 1407) <br /> ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) <br /> Weather protection (1503) � Roof coverings (1507) <br /> Flashing (103.2, 1507.2.9, 1507.3.9, Roof insulation (1508) <br /> 1507.5.7,\1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) <br /> Performance requirements (1504) Reroofing (1510) <br /> Fire classification (1505) Solar photovoltaic panels/modules (1511) <br /> Materials (1506)\ <br /> STRUCTURAL SYSTEMS (Chapters 16, 17, 18) <br /> STRUCTURAL DESIGN (Chapter 16) <br /> STRUCTURAL DESIGN CALCULATIONS Roof live loads (1603.1.2, 1607.12) <br /> Submitted for all structural members Roof snow loads (1603.1.3, 1608;Chapter 7 of ASCE 7) <br /> (106, 107.1, 107.2.1, 1604, 1605) <br /> Ground snow load, <br /> DESIGN LOADS ON CONSTRUCTION DOCUMENTS pp(1608.2;7.2 of ASCE 7) <br /> (1603) <br /> If pD> 10 psf,flat-roof snow load, <br /> Uniformly distributed floor live loads p,(7.3 of ASCE 7) <br /> (1603.1.1, Table 1607.1) If pg> 10 psf,snow exposure factor, <br /> Floor Area Use Loads Shown C,(Table 7-2, 7.3.1 of ASCE 7) <br /> If p > 10 psf, snow load importance factor, <br /> 7,(7.3.3, Table 1.5-2 of ASCE 7) <br /> If pg> 10 psf, roof thermal factor, <br /> C,(Table 7-3, 7.3.2 of ASCE 7) <br /> Sloped roof snow load,p,(7.4 of ASCE 7) <br /> Live load reduction Ponding instability (1608.3; 7.11 of ASCE 7) <br /> (1603.1.1, 1607.10, 1607.11) <br /> -12- <br />
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