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' , DESIGN LOADS (continued) Site class(76i3.3.2; i 1.4.2, Chapter20 of <br /> Wind loads (i603.1.4, 1609;Chapters 26-3i ofASCE 7) ASCE 7) <br /> Design procedure (i609.1.1, 1609.6, Seismic design category <br /> Chapfers 26-3i of ASCE 7) (1613.3.5; 11.6 of ASCE 7) <br /> Alternate all-heights method (1609.6) Basic seismic-force-resisting system <br /> (Table 12.2-1 of ASCE 7) <br /> Wind speed Response modification coefficient, R <br /> (i609.3;Fig.26.5.1 of ASCE 7) (7'��e �2,2_1 of ASCE 7) <br /> Risk category Seismic response coefficient, <br /> (Tab/e 1604.5;Tatile 1.5-�of ASCE 7) <br /> C,(12.8.f.1 of ASCE 7) <br /> Surface roughness/Exposure categories Analysis procedure (i2.6 of ASCE 7) <br /> (1609.4;26.7 of ASCE 7) <br /> Internal pressure coefficient Design base shear(12.8 of ASCE 7) � <br /> (26.11, Tabl�26.11-f ofASCE 7) Flood loads (1603.1.7, 16i2) <br /> Component and cladding pressures Flood hazard area (1612.3) <br /> (Chapter 30 of ASCE 7) Documentation (16i2.5) <br /> Main wind-force resisting system tce loads (1614;Chapter 10 of ASCE 7) <br /> (27.4,27.6,28.4,28.6 of ASCE 7) <br /> Earthquake design data <br /> Compliance <br /> (1603.1.5, 1613;Chapters 11 - 13 and 15-23 of ASCE 7) �her loads <br /> Risk category Concentrated live loads (1607.4) <br /> (Table i604.5; Table i.5-i ofASCE7) Partition loads (1607.5) <br /> Seismic importance factor, le Impact loads (i607.9) <br /> (11.5.1, Table 1.5-2 ofASCE 7) Misc.loads (i�7.6, i607.7, 1607.8, <br /> Mapped spectral response acceleration, 1607.13, 1607.14, 1610, 1611,2404) <br /> S8 and S, (1613.3.1; i 1.4.1 ofASCE 7) Structural integrity (1615) <br /> Design spectral response parameters,S� <br /> and So, (1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.i - 1615.4) <br /> SPECIAL IPISPECTiONS AND TESTS (Chapter 1� <br /> Approvals/Research report(s) EIFS (1705.15) ` <br /> (1703, i703.4.2)Report No. Fire-resistant penetrations and joints <br /> Statement of special inspections (1704.3) (i705.16) <br /> Prefabricated items (1704.2.5) Smoke control (1705.17) <br /> Steel construction (1705.2) Wind requirements (i704.3.3, 1705.10) <br /> Concrete construction (i705.3) <br /> Masonry construction (1705.4) Seismic resistance <br /> (1704.3.2, 1705.i 1, 1705.12) <br /> Wood construction (1705.5) Contractor responsibility (i704.4) <br /> Prepared fill and foundations <br /> (1705.6- 1705.9) Structural observations (i704.5) <br /> Sprayed fire-resistant materials and Testing(other) (1706- 1711) <br /> coatings (1705.13, 1705.14) <br /> SOILS AND FOUNDATIONS (Chapter 18) <br /> Soils investigations/Reports Load-bearing values (1603.1.6, i806) <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 />