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2016-01232 - addn/remodel/repair
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2060 Wayzata Boulevard West - (Common Area & Units)
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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
2/13/2026 3:45:52 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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• <br /> DESIGN LOADS (continued) Site class (1613.3.2; 11.4.2,Chapter20 of <br /> Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) ASCE 7) <br /> Design procedure (1609.1.1, 1609.6, Seismic design category <br /> Chapters 26-31 of ASCE 7) (1613.3.5; 11.6 of ASCE 7) <br /> Alternate all-heights method (1609.6) Basic seismic-force-resisting system <br /> Wind speed (Table 12.2-1 of ASCE 7) <br /> (1609.3;Fig.26.5.1 of ASCE 7) Response modification coefficient, R <br /> (Table 12.2-1 of ASCE 7) <br /> Risk category <br /> (Table 1604.5;Table 1.5-1 of ASCE 7J Seismic response coefficient, <br /> Surface roughness/Exposure categories C,(12.8.1.1 of ASCE 7) <br /> (1609.4;26.7 of ASCE 7) Analysis procedure (12.6 of ASCE 7) <br /> Internal pressure coefficient Design base shear(12.8 of ASCE 7) <br /> (26.11, Table 26.11-1 of ASCE 7) Flood loads (1603.1.7, 1612) <br /> __..._.. Component and cladding pressures Flood hazard area (1612.3) <br /> (Chapter 30 of ASCE 7) Documentation (1612.5) <br /> Main wind-force resisting system <br /> (27.4,27.6,28.4,28.6 of ASCE 7) Ice loads (1614;Chapter 10 of ASCE 7) <br /> Earthquake design data Compliance <br /> (1603.1.5, 1613;Chapters 11 - 13 and 15-23 of ASCE 7) Other loads <br /> Risk category Concentrated live loads (1607.4) <br /> (Table 1604.5;Table 1.5-1 of ASCE 7) Partition loads (1607.5) <br /> Seismic importance factor, 1, Impact loads (1607.9) <br /> (11.5.1, Table 1.5-2 of ASCE 7) Misc.loads (1607.6, 1607.7, 1607.8, <br /> Mapped spectral response acceleration, 1607.13, 1607.14, 1610, 1611,2404) <br /> Ss and S, (1613.3.1; 11.4.1 of ASCE 7) <br /> Structural integrity(1615)Desi n spectral response parameters, Sos <br /> and S01(1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.1- 1615.4) <br /> *1 ( 1/1,0K tio+ dtk <br /> SPECIAL <br /> INSPECTIONS AND TESTS (Chapter 17) <br /> Approvals/Research report(s) EIFS (1705.15) <br /> (1703, 1703.4.2)Report No. <br /> I inspectionsFire-resistant penetrations and joints <br /> Statement of special (1704.3) (1705.16) <br /> Prefabricated items (1704.2.5) Smoke control (1705.17) <br /> Steel construction (1705.2) <br /> Concrete construction (1705.3) Wind requirements (1704.3.3, 1705.10) <br /> Masonry construction (1705.4) Seismic resistance <br /> Wood construction (1705.5) (1704.3.2, 1705.11, 1705.12) <br /> Prepared fill and foundations Contractor responsibility (1704.4) <br /> (1705.6- 1705.9) Structural observations (1704.5) <br /> Sprayed fire-resistant materials and Testing(other) (1706- 1711) <br /> coatings (1705.13, 1705.14) <br /> SOILS AND FOUNDATIONS (Chapter 18) �S vly- <br /> Soils investigations/Reports Load-bearing values (1603.1.6, 1806) <br /> (1803.1, 1803.2, 1803.3, 1803.6) Foundation walls, retaining walls and <br /> Soil classification (1803.5) embedded posts and poles(1807) <br /> Excavation,grading and fill (1804) Foundations (1808) <br /> Dampproofing and waterproofing (1805) Shallow foundations (1809) <br /> Deep foundations(1810) <br /> -13- <br />
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