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i <br />' , , , <br /> DETAIL 1 �5' MAX. SPACING BETWEEN POSTS/COLUMNS-{ DETAIL 2 <br /> � <br /> i (TYP.) PICKEr/POST 1 1 f2"x 1"x.070" <br /> 0 CAP <br />' CONNECTION DETAIL <br />� USE #lOx1 1/2" <br /> S M.S � 12 O.C. <br /> W/(2) WITHIN TOP 3". <br /> 3 4"x3 4"x.050" <br /> PICKET TYP. <br /> TOP CAP = � <br /> SPACED SO � �r� R�V� li <br />' THAT A 4" �� I <br />' SPHERE CAN � <br />' NOT PASS � <br /> THROUGH (TYP.) II <br /> BOTTOM CAP 1 lf4"x3f4 z.070" i <br /> 3'-0' (MIN.)---� BOTTOM CAP I <br /> � �U <br />� M� <br /> I f 0" MIN. <br />'i 3'x3' (MIN.) STOOP (lF REQ D) <br /> 7 3/4" <br /> �y,qX (TYP.) MORTAR (ATTACH BRICK TO NP• <br /> BRICK & BRICK TO CONCRETE W/ '3 �6" <br /> I MORTAR) R�� <br /> , 4 , . ... . . . :.;•. . • (TYP.) BRICK <br /> ,��. •• . ., .• ;.'�'. �' :�.' . . <br /> . � ��..•i.:.,•'.�.•� �� :•'t' .4 <br /> .. •�'. •..�� �. . �'.• . '� � . . �•i:. .'� <br /> .� <br /> CONCRETE SLAB <br /> 2 x2"x.070" ALUM. POST x42" (MIN.) <br /> 5'k5" CAST ALUM. POST BASE W/(4) 1/4"� CONC. A.B. (OR (4) <br /> #lOxl 1/2" SCREWS INTO WOOD) <br /> BRICK STAIRS, STOOP �c ALUMINUM RAILING DETAILS <br /> N.T.S. <br /> NOTE.• <br /> FOR TREAD, HANDRAILS AND GUARDRAILS DETAILS SEE PAGE 5-B <br /> RAILING NOTE.• <br /> RAILINGS, STAIR-RAILINGS AND OTHER SlMILAR SAFEGUARDS SHALL BE <br /> DESIGNED TD RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT OR A <br /> CONCENTRATED LOAD OF 200 POUNDS APPLIED lN ANY DIRECTION AT <br /> THE TOP OF SUCH BARRIERS-AT- ANY, LOCATION, WHICHEVER CONDITION <br /> PRODUCES THE MAXlMUti1 STi?ESSESI (PER FBC 2014 1618.4.6. 1) <br /> = - _ _� - - �: <br /> -• -- - �� ` DAV10 NORRIS ENGINEERING <br /> I� �'� � �+ 112 COLEMAN RD. <br /> � I WlNTER HAVEN, FL 33880 <br /> (863) 299-f048 P.E. 32186 Pg. 5-A <br /> C.A. 8283 <br />