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' SU(LS ANU F�)l�Ni)A,A I Ir ��;�, ' R�ent. lwid interuih xnd crc�s�an �ti�xtcr t aJ , �uisti Cs nI cJ c�pe ) g �s Q? 3 P1ain canc.r�tt fooIIngs 7� � t}��clncas Of platn 0 00cnctc footing� �PDa�nB waiL� of othc, U�an I 80t qFcwtings shall bc dcs�gncd an consvucttd � L�Bht•framc con�truaion ahall na b� Ic� ch� 8 u��n� Allow�,l �nR �pacity of thc soil is no1 cxcxdcd a„d (203 mm) ►yh� pl� on soil lhai dif��aual sctzlcmcnt u minimi�,cd Thc minimum Ex �Ppon For plaen ooncntc footin N'id�h of footmga shaJl bc 12 ir►�,�fics (305 �� UD k-3 ocx�tt��ancies ti�e cdYt th� kr►css ninF� [cd tn bc 6 in�� (152 m.m),Prav�dcd tfw �� Docs not cxttnd bcyood e ditit�ncc cf�c (c�in� ThicJQx. of thc foot�nE ,�:� cithc� s�dc�o U��,p�„tc.� F � n g` �� µ�th ocpans�vc soils sha11 bc dcsigncd ln nccurd8nc� µ�� e provis►oru of Sec,�hon 1805 8 W � 1 1805.4,2.�i ��e�� oroo.�crc�c c;oncrc�c foui,n�, 1 �05 4./ I,1 D�sign loed�, Footingg Shsll bt dts' Shall noi br: plactd t�rougt� �,v�.o,r unJcss e trtm�r or otticr �� unfevorybk eflecta due eo the combinarions of for metbo�d approved by the bui]Atng ��ctal ts uscd, WDcr� I��adS sPcr�fied m Scctioo ! 605.3 Thc dead load shall u�- p� U'°� or in the preaeace oi w�tu clucd thc wci t of f shall bc dc�positcd "� COC `� l ` � Bh oundabans, footings and ovviying trY aPProvcd mcans to cnsur� mUU- R�� l)vc loads, a� �jfl� � S�� 16p7 9 �� 0� of tbc mix and ncgJig�bl curbulenc „� Ar� permiae� to bc �uod in daignin� footing�, 1805 4 I 1�b� I ��«� or ry �� °� o�. 1805.4.2 5 Protcctiofl of other vibraoau nne transmiried through the �� Concrote fooungs f O�"'d�oq coruiderabon etiall be yiven in tfic footu�g shall bc procccte� from frc�in P�nod of not lcs� tfian fivc g��8 �P��ting nnd f�; � t, � �,,� �►��a1 diuurbmcca of thc soil. � thcrGaftcr Wxtc� shnll Not be allowed to flow t�uough the depositod caocr�cc 1805 4.2 C'-an�rr.te footings, The deai s��a� of cm �' �"'�' � °O6- 1805 4.2 6 F cmc fooang� nhNl ampty witfi Sections ° "" t6 $ °f °°"a� �cr�ecc fooc�ngs �r 1805 42.1 �o�gh 1 gp5 42.6 end tfic prvvisions of C� �� tO ��nn mc c� �, in thc opu�- �cr I 8US 4.2 8 P- ion of thc buildia� oP6cia1, soil cooditioru do na uuc �oR Wharo forming ls roqulr�i, h sttall bc !n ncrnr- ��' Wbae a a�iSc daign u not poovided, con.. dance with (�aptey 6 of ACl 318 Crac foocing9 �� s of li t- 8 8h �rnc cor�struc- uon arc Peru�itmed to bc desi�ed in accordanee with 1805 4.3 Maspnry-unit footings. TAe dexign, mata Tnblc I 805 4.2 and oonstruction of masonry-unit footings shall l "'rth S�cbau 1805 4.3 1 end I805 4.3 2, and thc�� I KOS 42 1 pf Chspqa 2! DTVViswru ShalJ heve e�ppj��' CooCTCtt i0 fOptipgS Lcss tt�an 2,500 � O1 � B8ive �8� �f �) of nw At ?8 da Pound9 Per sQuare inch (psi)(11237 kPa) ��'m: Wb«�e a speci5c doeigu u od providod, mo- YS Ny-unit foodng� auppo,rtin6 waJls of light-&arnc wr,- i 805 a? cservcd, Struction are pcnnitted to b dcsigned in eccordancc w�ch � R Tablc 18(?5.4.2. I 805.4.3 1 Dimemia,os, �y-unit faotin8 shall bc laid in 'i�pe M or S mortu cornpFYu►8 �+'ith Section FOOTDdGS SUPPpRTRJG W T �� 805,4.2 AL.1.S OF LIGHT-FRqtviE CpNSTRUC710Nab c.d NUI�'IDER OF FLOORS �'��'1 OF Tl OF � SUPPORTED BY THE FOOTINGS• F'OOTUJGS FOOTING I (inchcs) i � (►nchcs) � l2 I 6 2 IS � 6 � 3 � � Fa S 1 1 mch = 25 4 mm, 1 600t � 8 & 3(}4 8 rnrn acpth of fa�otingn ahnll �� b� 18051 b �C 8T�►ad undcr t�c 800r is � P�Lticd to bc cxcavetcd to thc cicvation of tbc top of t�c footing m �� , � Ubic end�f� gs shal ��b�o��ed fo�otings Tba [oot�ng widtb and I d Fa tivcimcss of f 8 P morc than 6 Fat on antcr `� s�� br cu-,c� otu�dation walls, scc Scctican 1805 S. e S�� WP��B floor � lo Ihe stipulaie� nttmber of t)oors, Foodngs suppcxting ro�,t �n�� rcquirtd for s f P�' 000aztr foo�ngs for Grou� R-a o�r��es anc pumiacd to be 6 mches thicJc