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DESIGN LOADS (continued) Site class (1613.3.2; 11.4.2,Chapter 20 of <br /> Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) A 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 ASCE7) <br /> Alternate all-heights method (1609.6) �',/ Basic seismic-force-resisting system <br /> Winds ed a (Table 12.2-1 of ASCE 7) <br /> (1609.3;Fig.26 5.1 of ASCE 7) <br /> Response modification coefficient, R <br /> Risk category (Table 12.2-1 of ASCE 7) <br /> (Table 1604.5; Table 1.5-1 of ASCE 7) ` Seismic response coefficient, <br /> hness/ C,(12.8.1.1 of ASCE 7) <br /> Surface roughness/Exposure Exposure categories <br /> Analysis <br /> (1609.4;26.7 of ASCE 7) 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 { 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 /> Ices•: •_ 1614;Chapter 10 of ASCE 7) <br /> (27.4,27.6,28.4,28.6 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 /> V (11.5.1, Table 1.5-2 of ASCE 7) <br /> A <br /> Mapped spectral response acceleration, Misc.loads (1607.6, 1607.7, 1607.8, <br /> 1607.13, 1607.14, 1610, 1611,2404) <br /> S8 and S, (1613.3.1; 11.4.1 of ASCE 7) <br /> Design spectral response parameters,SStructural integrity(1615) <br /> � <br /> and 801 (1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.1 - 1615.4) <br /> SPECIAL INSPECTIONS AND TESTS (Chapter 17) <br /> Approvals/Research report(s) EIFS (1705.15) <br /> (1703, 1703.4.2)Report No. <br /> Fire-resistant penetrations and joints <br /> Statement of special inspections (1704.3) (1705.16) <br /> Prefabricated items (1704.2.5) X. Smoke control (1705.17) <br /> TO Steel construction (1705.2) <br /> Concrete construction (1705.3) <br /> Wind requirements (1704.3.3, 1705.10) <br /> Masonry construction (1705.4) Seismic resistance <br /> loft Wood construction (1705.5) (1704.3.2, 1705.11, 1705.12) <br /> PreparedContractor responsibility1704.4 <br /> fill and foundations ( ) <br /> (1705.6- 1705.9) It; Structural observations (1704.5) <br /> Sprayed fire-resistant materials and Testing(other) (1706- 1711) <br /> coatings (1705.13, 1705.14) <br /> y '� �,�t, SOILS AND FOUNDATIONS (Chapter 18) <br /> a_""'So s'fl"irnesti�n�sJRep rts <br /> 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 />