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. � - , 1����� <br /> • D�SIGN LOADS(oontinued) Siteclass(761�.5.2; 1 i.4.2 Chapter�2pof <br /> Wlnd loeds (1803.1.4, 1809;Gheptere 28-31 of ASCE 7� A8'CE� <br /> Design procedure(16109.1.1, 1609.6, Seismic d�ign c:Rtegory <br /> Chepters 2B-91 of ASCE� � (1613.3 5; 11.6�ASCE 7) <br /> Atbemate all-he�hls method (1809.8) Basic seismio-fo�s-res(stlnp system <br /> ��8�� (1iWe 12.2-1 ofA3CE� <br /> (18�09.3;Flg.2B 5.1 of ASCE� ����on coefflde�, R <br /> Risk category (Ta�le 12.2-i of ASCE 7) <br /> (TaWe 1804.�Table 1.5-f ofASCE� S�������. <br /> C,(12.81.1 ofASCE <br /> Surface roughr�e�osure categories Analysis Procedure (12.�ASCE 77 <br /> (iB+U9.4;28.7ofASCE� <br /> tntemal preseure coefficierrt ��9�base shear(12.8 ofASCE� <br /> (26 i 1, TabIQ 26 i f-i of ASCE� Flood losds (1 BO.�i.7, 1812) <br /> ComponeM and Claddiny p�esur� Flood haze�r+d ar�ea(1812.5) <br /> _ (Chapter�d ASCE� DocumeMation(1812.5) <br /> Main wi.nd-force resisting system �����i614;(�ppt+sr 70 ofASCE 7 <br /> (27.4,27.6,28.4,28.6 ofASCE 7) ) <br /> Earthqualce design deta Compliance <br /> (i803.1.5, f813;(.�apters 11 - 19 and 15-23 of ASCE 7� �er loads <br /> Risk category ConceMrated liv�e loads (18i07.4) <br /> (Table i804.5;Table i.5-1�ASCE� PartiYon loa�(1�p�6) <br /> Seiarnic trr�ortanoe factor� /, Impeu�loeds(i907.9) <br /> (11.51, Tab�e 1.5-2 ofASCE� M�.�ds (1607.8, i807.7, 1807.8, <br /> MaPPed spectral response acceleration, 1607.i3, f607.14, i610, 16i1,2404) <br /> S,8nd S�(1813 3.1; 11.4.1 of ASCE� . <br /> Design spectral ����integrity(i815) <br /> response p8r�ameters,S� <br /> and S�,(1613�.4; f 1.4.4 of ASCE 7) D�ign requ irements (1815.1- 1815.4) <br /> SPECIAL INSPECTI��S �D TESTS (Chepter 1'� i <br /> Appro�als/Res�report(s) 1 `�t� � EIFS (i70515) <br /> (170.4, 1703.4.2)Report I�. Fire-resistant penetratbns and ints <br /> Statemerrt of speciel inspec�or�s (1704.3) (i7Q6.1B) � <br /> Prefebrlcated iterr�s(17�4.2.� Smoke control (17r05.1� <br /> � Steel oonstruction(1705.2) <br /> Concre�e constniction (1705.5) W�requiremerrts(1704.3 8, 1705.10) <br /> Maaonry oonstn�ctlon (l705.4) Se�resistsnos <br /> Wood oonstructlon(1705.5) (1704.8.2, i�06�i, 17Q6.12) <br /> P Contractor responslbiliiy (1704.4 <br /> repared fill and i�undations � <br /> (�705.s- 1705.9) stn,cxu�l observatlons (1704.$) <br /> SPray�ed��e-resistant materiela and T�tlng(other) (17q6- 1711) <br /> ooatings (170�.iS, 1705.14) <br /> SOILS AND FOUNDATIONS (Chep�r 18) <br /> Soils irnestiga�onslReports Load�earing vah�es (1803.1.6, 1808) <br /> (18p9.1, 180�2, i803.3, i803.6) �u��n y���ning vvaHs and <br /> Soil classiflcation(1�9.5) embedded posta and poles(16i0n <br /> Excavatlon�9ra�g and flll (f804) Foundatfons(i8i08) <br /> Dampproo�ing and waterproo�ing (1805) Shaflaw feundalbr�(1808) <br /> Deep foundations(i810) <br /> -1& <br />