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, ' � � . <br /> 5Y5TEM <br /> �G�i[SSllsta�.can <br /> 1+1800(iornmeras�sst. /1�alwGe.dfb �801 P4a�e:9�821.15l� <br /> Us� the following Tabl�s fio determine deck component sizes. <br /> P�rform tt�e fr�bw�g�eps to si�e dadt ca�atents <br /> l.th�TsWo 1 dndly bMorv to d�Nmiine 1hs r�q,u irod jWat�baeed on tlie d+oten pav�r fiidn+iws and tl� <br /> span(or kreth'L"?of y�uur dedc joi�ts-ses Fipu�s 1 boltom ibi�shsd. <br /> 2 tOr�deMnnin�tl�e maodmum wppoR cdumn�cJn�baad an jai�t Ien�M rnd c#a�n bwm�. Tun b tlis TabM Ior�our <br /> ciqs�n pa�wt Wdcn�ss. The table�s ara numbwd bY p�w�tl+idanss,in il$'uNts, �or ersmpis: <br /> 2-11T i 20lB� so TBbN 20 f4 tar 2�1 fx"ltidc Pavsta SiniipAy.Tabk 10 wauk!bs kfr 1-tt4"{as»MI. <br /> �.Fnom the aams pape wed in arP�, winp tlfa sa�raa Tebiel�wRh an A"wAl�, dN��min�Iha nqdhd footirp pad�ameMr and Ihickneos. <br /> •�a na�o�a�a�z�a�a wn.re ro+,�w.d a iea�rr�aaaa�sa w«cn raa or�,a,��ja�,w�eo s�p�►�m.s�cs�sk a«.sneaca. <br /> Maximum JOIST spans ����� <br /> ,�,�� �a�bs•�: <br /> T�lble 1 pah,r�abne or r�utaaurod aon�nrs pa�aidcness <br /> .�o�ts�z 3J4'" 1-i/�4" 2" 2-12" 3" <br /> 2� 8'•9" �',6" 7"-10" ?'-S' T-2' <br /> 2x8 11'�" 10=9" 10'-0" 9'-+�" 9�'-�"' <br /> 2x10 13'-T' 17-10" 11'-11" 11'�L" 1�'-11" <br /> 2x12 16'-0" 15'-2" 14'-1" 13'-4" 12'-1Q" <br /> 1..toib an 1 e'u�c ap�clnp. <br /> 2..10A1i i�!801iUNM Pin�.N42 QMQII:wrt�NiGQ. <br /> 3.Pawrsor a�o+o�awr 91oa yuM�buahr�i wbAoor spMe. 9r�IIpU�d at 2pd Mrd bad. <br /> 4.LbM kMd•4ppld.� <br /> 5.P�vr u sbrr dNd bads baMd cn m�tpiN w�M af 1�19 pd. <br /> 6.QI�Mdion all�: lAw Ird�l•LIl80. Dad lt►sd■I.t�►Q. <br /> 7.�nn�y bs+�flw+s�d up�012'". <br /> r��ti�'t1ti1111ttltti31t111fj� EXlSTING STRUCTURE� <br /> �'`'ll���G•*O('+Y��r�f�a��fi __� P1�1���a����.+���`5���� � <br /> .���`` �1 < � � <br /> `�w�t���rG����. � � <br /> � ' � <br /> �EI�TON <br /> '" � SII.�A,GR�4TE <br /> --�: ��t i____ � <br /> ��D'''��c���i���'�`� Jt�ST ATTACHMEI�T � <br /> '','�`'�`•• �! ��,.•`C?�S� BEAM P"ER TABLES TO EX�SIING� . <br /> f�''r���ONAL ��.`�. STaUc�ua� <br /> ��v����r�+t������t�t���>>`''� UP TO 12"CAWT1lVER P'�R 1.00At.CODE `� <br /> GRADE 1' ,!C?IST SPAN "L" <br /> 6x6 Ns�.2 S�'F`TR�ATED CCK.UMN, <br /> ,�...,..-� UP TQ 10i'A80VE G�ADE <br /> L)EPTH BELOW GRA +C+C}�ICRET"E Fp()TING <br /> PER LOCAl.BUILQINC PAD�RER TA8l.ES <br /> DEPARTMENT <br /> THICKNESS <br /> QtAM ER <br /> �'igure 1 <br /> This�fc�ma�n�prow�ded as s puide.Condi�s vsry bx bca�y. Alwsys cona�#yaur iocsi buiid�deperqnent. 1 <br />