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: DESIGN LOADS•(co�rtinued) � Siteciass(761�.32; 11.4.�Chspter20� <br /> � ASCE� <br /> ' Wind s (fB03.1.4, 1809;[�iqptens 2g_31 ofASCE� <br /> Des�gn procedure(1609.1.1, 1609.6, ��d��9n c�tegory <br /> ChapteB 26-31 of ASCE� � (i613.3.5; 1 f.8 of ASCE� <br /> Aibemate alf-heigMs method (1609.6) Basic seismio-�once-resis�n�system <br /> Wind apeed (1Lb�e 12.2-�ofASCE� <br /> Risk cat 3� F8 26 5.1 of ASCE� ��2��Ecoefficient� R <br /> (TaWe i�60.5;Table 1.�1 ofASCE7) S�c response coefficient� <br /> Surfe�ce roughness/Exposure categori� C•�12•8•'•��ASCE� <br /> (iBi09.4;26 7 ofASCE� �s�Pro�edure (12.8�ASCE� <br /> trrtemal pressure ooefficierrt Design base sheer(i2.8 ofASCE� <br /> (2611, Table261f-1 ofASCE7) Flood�loac�s (i803.1.7, t612) <br /> Componerrt and dadding pr�essur� � �•��P., Flood hezard enea (1812.8) <br /> (Chapi�r�of ASCE� Documentation (1612.5) . <br /> Main wind-force resisting system <br /> �S�� (27.4,27.6,28.4,28.6 of ASCE 7) ����(1614;Chapter 10 of ASCE 7) <br /> Earthquake design data ��� <br /> (f60.?.i.5, 1 B13;Cileptiers 11- 18 and 15-23 of ASCE� �er loads <br /> Risk category Cax:entrated live loads (1807.4) <br /> (Teble 1604.5;Table 1.5-f ofASCE 7� Parti�on loads (��p7.5) <br /> Seisn�ic importanoe factor, l, Impact loads (1807.8) <br /> (11.5.1, Tab/e 1.5-2 ofASCE7) (N�,�ds (i807.6, 1607.7, 1607.8, <br /> �PP�$Pectral response soceleration, 1607.i3, 1607.14, 1610, 16i 1,2404) <br /> S,and S, (161:�3.1; 11.4.1 of ASCE� Structural irrtegrity(1815) � <br /> Design spectral response parameters, S� <br /> andS�, (1813.34; 11.4.4 ofASCE� D�ign requirements (1815.1 - i815.4) <br /> SPECiAL INSPECTIONS AND TESTS (Chapter 1� <br /> p►PProvals/Resea�h report(s) EIFS (1705.15) . <br /> (17Q3, i703.42)Report No. <br /> Statemerrt of special Inspectlons (1704.3) Fire-resistant penetratbns and jolnts <br /> Pre�abricated items (1704.2.� (170�5.16) <br /> � stee�oonstruction �r�osz� S��ntrol (i705.»� <br /> Concrete constn�ctbn (1705.3) Wi�d�equiremerrCs (17U4.3.� 1705,i0) <br /> Masonry constnicdon (1705.4) ����i8�� <br /> Wood constructbn (1705.5) (��aa.a.2, ���r, »05�2) <br /> Contractor res <br /> Prepared fitl and bundations P�ibility (i704.4) <br /> (��os s- ��os e� stn,ccurai observa�ons �»at.s� <br /> spray�ed�re-r�s�cant materia�a�d Testing(other) (f7aB- y�i i� <br /> coafiings (1705.13, 1705.14) <br /> SOILS AND FOUNDA'TIONS (Chapter 18) <br /> Soits investigations/Reports Load-bearing values (iB03.i.8, i80S) <br /> (18Q9.i, 180�?.2, i803.3, 1803.6) ���n walls, retaining waMs and <br /> Soil dassification(1803.5) embedded posts and poles(160� <br /> Excavatlon�9ra�n9 and flil (1804) Foundations (l6iQ8) <br /> Darr�proofing and waterproofing (1805) Shallaw fioundafbns (i8ag) <br /> Deep founda�ons(18i0) <br /> -13- <br />