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K r , • r , <br /> DETAIL 1 , �5 MAX. SPACING BETWEEN POSTS/COLUMNS� DETAIL 2 <br /> _. ..........—.._..— � <br /> 1 112"xt"x.070� � <br /> (tYP.) P/CKET/Pt1ST TQP CAP i <br /> CONNECTION DETAIL i <br /> usE ,�raXr r/2" � <br /> S.M.S � 1,2"O.C. , <br /> W/(2) W/THlN TOP 3" <br /> .� 4 X.3 4 X.C}S{J� <br /> PICKET TYP� <br /> TOP CAP <br /> = TYP. <br /> SPACED 50 � 'a�� ���� <br /> THAT A 4" �� <br /> SPHERE CAN <br /> lVOT PASS <br /> THROUGH (TYP.} <br /> BOTTt1M CAP 1 _tj4"x3,f4"x.070" <br /> 3'-0" (MIN.)-1 BOTTf�M CAp <br /> � �.Y <br /> �0. <br /> ��� M�N. <br /> 3'x3' (MIN.) STOOP {!F REQ D) <br /> 7 3/4' <br /> M,q,X (TYP:) MORTAR (ATTACH BRICK TO rn'� <br /> BR1CK & BR1CK TD CONCRETE wJ `� �&� <br /> MORTAR) R�� <br /> � � . . .. .:.�. ,, `. �7?'P.) BRICK <br /> ,,;' �� '• "' •; .r .•,���`` �:t.' . <br /> ' ..' �.�.'i. " r� �'�. � <br /> �. •�: ,t�', '� ♦, ;�� ' . . �v; '� <br /> e�rvcR� st.aa <br /> 2"x2 x.070"ALUM. POST x42" (MIN.) <br /> 5"x5" CAST AGUM. POST BASE W,/(4) �`4"0 Ct?NG. A.B. (OR (4} <br /> �'10x1 1/2" S'CREWS lNTO WOOD) <br /> 8R/CK S TA IRS, S TD OP �c A L UMIN UM RA lL lN G DE TA lL S <br /> N.T.S. <br /> ��T�.' <br /> FOR TREAD, HANDRAILS AND GUARDRAILS DETAILS SEE PAGE 5—B <br /> RAILING NOTE.� <br /> RAILINGS, ST,41R—RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE <br /> DESIGlVED TO RESIST A LOAD C1F 50 POUIVQS PER L!IV�AL FOC?T OR A <br /> GONGENTRATED LOAD OF 200 POUNDS APPLIED !N ANY DIRECTI�N AT <br /> THE TQP OF SUCN BARRIERS AT ANY LQCATION, WNICHEI/ER CONDlTION <br /> PRODUCES THE MAXIMUM STRESSES. (PER FBC 2014 1618.4.6, 1) <br /> __ -� -- � ---�" �� <br /> ,,- ..�.=_=--_-__ --����� � �, <br /> - - -___ -- �� I DA V1D NORRIS ENGlNEERING <br /> -; 112 COLEMAN RD. <br /> • � '- WtN1FR HAV£N, FL 33880 <br /> (863} 299-f048 P.E. 32186 Pg, Jr–�{ <br /> C.A. 8283 <br />