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N <br /> Metals USA - 36" and 42" Picket Handrail CL POST CL POST o � ,� V•� o <br /> 6'4"(MAX) ' 4 /8"(MAX) <br /> (TYP) 1 (TYP) _ Cn :j <br /> POST <br /> .e,��� a,� rood <br /> TOP RAIL <br /> ¢� NOTES:<>� <br /> SEE TOP RAIL 3*4 Cr <br /> rn in <br /> TOP&BOTTOM ATTACHMENT M 1. PLANS ARE CONSIDERED NULL AND VOID IF } <br /> VINYL THEY DO NOT CONTAIN ORIGINAL SEAL AND N <br /> #10x11/2"TEK: >_ 2 SIGNATURE (IN BLUE INK) BY THE ENGINEER OF < Y <br /> TYP T&B ' X RECORD,TERENCE CAVANAGH. oFL <br /> 1 Q Q <br /> CLOSURE 1/2 RAIL SYSTEM WITH PICKETS 2. THE STRUCTURES INCLUDED WITHIN THE <br /> CLOS <br /> SCOPE OF THESE DRAWINGS HAVE BEEN m z <br /> PICKET 1 ELEVATION DESIGNED IN ACCORDANCE WITH THE < <br /> STRUCTURAL REQUIREMENTS OF THE 2012 <br /> INTERNATIONAL RESIDENTIAL CODE (IRC)AND r' <br /> THE 2012 INTERNATIONAL BUILDING CODE (IBC). <br /> PICKET <br /> U d U Q rn <br /> 3. UNLESS OTHERWISE NOTED, THE SCOPE OF <br /> ~ a ~ z <br /> TOP RAIL THIS DRAWING PACKAGE IS LIMITED TO THE N <br /> STRUCTURAL ASPECTS OF THE ELEMENTS <br /> #8x1/2" DEPICTED WITHIN THE DRAWING. m } m <br /> TEKS (2 PER POST) <br /> NONSTRUCTURAL REQUIREMENTS, INCLUDING E m ui <br /> o <br /> PICKET FIRE SAFETY PROVISIONS, OF THE GOVERNING 2 Q w Q <br /> CODE AND LOCAL JURISDICTION SHALL BE o o v" o <br /> 1 <br /> CLOSURE TOP RAIL ATTACHMENT ADDRESSED BY THE MANUFACTURER AND/OR <br /> CAPS 1/2" SECTION CONTRACTOR. _ <br /> 4. ATTACHMENT TO DECK SHALL BE ENGINEERED <br /> TOP&BOTTOM BY OTHERS TO COMPLY TO CODE REQUIRED <br /> VINYL PER LOCAL JURISDICTION. <br /> SEE BOTTOM RAIL =Z) tz <br /> ATTACHMENTPICKET 5. THE PICKET HANDRAIL SYSTEM DEPICTED �° N <br /> 1 WITHIN THIS DRAWING IS INTENDED FOR USE IN W, g <br /> ° BASEPLATE BASIC WIND SPEEDS LESS THAN OR EQUAL TO o go <br /> BOTTOM RAIL W/1/4"X 20 X 1 3/4" #8x1/2" ��Z <br /> ° TCS TYPE F TEKS(2 PER POST) 135 MPH WITH EXPOSURES B OR C. BASIC WIND Im �=a <br /> ° INTO POST SPLINES SPEEDS ARE "ULTIMATE"WIND SPEEDS AS <br /> SEE NOTE 1 (TYP OF 4) BOTTOM RAIL DEFINED IN ASCE 7-10. <br /> 6. ENGINEERING FOR THE HANDRAIL POST AND <br /> PICKET ATTACHMENT TO POST BOTTOM RAIL ATTACHMENT BASE ELEMENTS WITHIN THIS DRAWING IS o <br /> ISOMETRIC SECTION _� BASED ON TESTING CONDUCTED BY TERRAPIN <br /> TESTING WHICH DETERMINED THAT THE o w <br /> CONCEPTUAL OF SYSTEM CAN WITHSTAND AN ULTIMATE LOAD <br /> HANDRAIL SYSTEM 3.743" GREATER THAN 500 LBS WHEN APPLIED TO THE N <br /> X2.136" R.150" TOP OF POST.ALL POST AND BASE ELEMENTS > <br /> ISOMETRIC ~ m <br /> SHALL BE IDENTICAL TO THOSE USED DURING w <br /> 0.2560 COUNTERSUNK TESTING. � <br /> 02.000 O G HOLE(TYP OF 4) g <br /> .060" .740" n <br /> 187" ,010" 1.959" <br /> �TYO) t=0.375" C-4 FR <br /> 4.500" 0.3550 1.000" 070" C <br /> WA <br /> F078 � <br /> 2.500' HOLE D S <br /> 1.000" 1.300GO <br /> " O O (TYP OF 4) 055"- .625" R.040" o n <br /> .070" .200"J 1.800 Z w x <br /> a x � <br /> 730" —� (TYP) 740 f :�i�.625" <br /> 04 <br /> LS <br /> 011 312' <br /> �,. <br /> 2.500" 4.500" - 880" R 1.720" ¢. L¢ o SIO <br /> PICKET TOP RAIL POST BASE PLATE BOTTOM RAIL PICKET CLOSURE CAP NAL <br /> TOP&BOTTOM 6063-T6 6005-T5 6061-T4 6063-T6 6063-T6 <br /> VINYL WET IF Nor <br /> (ET IGNED WITH j LUE INK WET SIGNED CORPORATE <br /> DOCUMENT HAS <br /> BLACK INK IN GA EMBOSSED CORPORATE SEAL <br /> ,J i <br />