Laserfiche WebLink
a N <br /> Metals USA - 36" and 42" Glass Handrail �� N N <br /> SEE MAX WIND � <br /> SPEED TABLE <br /> TOP RAIL -POST 4"MAX- <br /> SEE <br /> AX SEE TOP RAIL N <br /> TOP VINYL ATTACHMENT m w Z <br /> V) a <br /> N 2 <br /> #10x1 1/2"TEK J N <br /> TYP T&B 0 5 <br /> 2 <br /> X o <br /> 2 Q z <br /> GLASS RAIL SYSTEM WITHOUT NOTES: _ <br /> 1/2 CONTINUOUS TOP RAIL m z <br /> 1 ELEVATION 1. PLANS ARE CONSIDERED NULL AND VOID IF THEY DO a <br /> NOT CONTAIN ORIGINAL SEAL AND SIGNATURE (IN BLUE <br /> INK) BY THE ENGINEER OF RECORD, TERENCE <br /> CAVANAGH. <br /> PICKET U a U <br /> 2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF a z <br /> THESE DRAWINGS HAVE BEEN DESIGNED IN N <br /> 4THICK TEMPERED ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS <br /> GLASS RAIL OF THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) m } m <br /> #8x1/2"TEKS AND THE 2012 INTERNATIONAL BUILDING CODE (IBC). o m o <br /> (2 PER POST) Z ,3 '� 'i61 <br /> Lj <br /> PICKET DRAWING PACKAGE IS LIMITED TO THE STRUCTURAL <br /> 3. UNLESS OTHERWISE NOTED, THE SCOPE OF THIS o o o <br /> 1.. <br /> 1/2" ASPECTS OF THE ELEMENTS DEPICTED WITHIN THE < <br /> BOTTOM VINYL TOP RAIL ATTACHMENT w=�N <br /> SECTION DRAWING. NONSTRUCTURAL REQUIREMENTS, Q0=� <br /> INCLUDING FIRE SAFETY PROVISIONS, OF THE <br /> GOVERNING CODE AND LOCAL JURISDICTION SHALL BE <br /> ADDRESSED BY THE MANUFACTURER AND/OR 'cC <br /> SEE BOTTOM RAIL PICKET CONTRACTOR. o N <br /> i <br /> 1 i ATTACHMENT It N <br /> 2 #8x1/2"TEKS 4. ATTACHMENT TO DECK SHALL BE ENGINEERED BY j <br /> OI pro <br /> —BOTTOM RAIL BASEPLATE 2 PER POSTZ <br /> W/ 1/4"X 20 X 1 3/4" ( ) OTHERS TO COMPLY TO CODE REQUIRED PER LOCAL <br /> 1=c, 5 o w <br /> n o TCS TYPE F INTO JURISDICTION. 1111 �; N0a <br /> SEE NOTE 1 POST SPLINES boa <br /> (4 EA.) RAIL 5. SEE MAXIMUM BASIC WIND SPEED TABLE FOR <br /> ALLOWABLE COMBINATIONS OF BASIC WIND SPEED <br /> CONCEPTUAL ASSEMBLY OF PRIMARY POST (BWS), WIND EXPOSURE AND POST SPACING. <br /> HANDRAIL SYSTEM ATTACHMENT TO POST BOTTOM RAIL ATTACHMENTCL <br /> o <br /> ISOMETRIC ISOMETRIC SECTION r2� 6. ENGINEERING FOR THE HANDRAIL POST AND BASE <br /> ELEMENTS WITHIN THIS DRAWING IS BASED ON TESTING o , <br /> 3.743" GLASS HANDRAIL CONDUCTED BY TERRAPIN TESTING WHICH N <br /> �-2.136" R.150" Maximum Basic Wind Speed (Vult) DETERMINED THAT THE SYSTEM CAN WITHSTAND AN r <br /> Max Post Exposure ULTIMATE LOAD GREATER THAN 500 LBS WHEN APPLIED Im <br /> O 0.2560 COUNTERSUNK Spacing B C TO THE TOP OF POST. ALL POST AND BASE ELEMENTS <br /> HOLE(TYP OF 4) 5-0" 140 125 SHALL BE IDENTICAL TO THOSE USED DURING TESTING. o <br /> 0 T-6" 135 120 0 <br /> 6'-0" 125 115 M <br /> 4.500" t=0.375" 02.000� NOTE: � <br /> BASIC WIND SPEEDS ARE"ULTIMATE" RE <br /> .080" 2.500" <br /> WIND SPEEDS AS DEFINED IN ASCE 7-10. <br /> G <br /> O O <br /> 1.300" .055" 625, <br /> w <br /> 070" N mGw <br /> .625" ur <br /> ox 0ss R28747 <br /> L2.500" <br /> 0.3550 HOLE .740" Q <br /> ZONAL <br /> POST (TYP OF 4) BASE PLATE TOP&BOTTOM RAIL PICKET GLASS TOP GLASS BOTTOM <br /> 6005-T5 6061-T4 <br /> 6063-T6 6063-T6 VINYL VINYL vol IF NOT <br /> WET SIGNED WITH BLUE INK WET SIGNED DCCUMENT HAS <br /> (BLACK INK IN GA) EMBOSSED CORPORATE SEAL <br /> 3, <br />