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• <br /> X NZI0- I11L- Pv7A0001 -02 <br /> Unit • <br /> SINGLE, DOOR <br /> • <br /> B'S• UNIT rir UNIT <br /> 13- 1516' 17 -1/3 <br /> 1— -«. minim,n1 Fa iercr Count <br /> • S per vertical framing member <br /> • 2 per horizontal framing member <br /> Hiege and Wits plates require two <br /> 2-112" long screws per logegoe. <br /> . - ,.� Rough Opening (RO) <br /> • Width of door unit plus 1/2` <br /> • Height Of door omit phis 1/4' <br /> T <br /> 1 <br /> * T <br /> rq..usk Tee Ewa mar. Wars itineunt 0909e4aC Tnel +7G em It Mem <br /> r�r re1a+190a:14n► e0 Z ass 1. <br /> Latching Hardware: <br /> • <br /> • Compliance tundras that GRADE 3 or hitter (AN51/9HMA A156.2) cylindrical and deadlock hardware be installed. <br /> • UNITS COVERED BY COP DOCUMENT 0246•. 0266'. 3146. suss. 3241•, 3248 32111 • or 5286 <br /> Completwe requires that 6' GRADE 1 (ANSI/BHMA A156.18) surface bobs be installed on latch side of acave door panel – (1) at top <br /> and (1) at bottom. <br /> "Rased on required Design Pressure – sea coP sheet for de r <br /> Notes: <br /> 1. Anchor calculatiOns have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners <br /> mired for this unit Indude 16 NW 110 wood screws or 3r16 Tapcons. <br /> 2. The wood sctaw single shear design vahues came tram Table 11.3A of ANSWAF & PA NOS for southern pine lumber with a side member hdckness of <br /> 1 -114' and addevement of minimum embedment. The 3/16" Tapcon single shear design vales come from the MN and Et,CD Dade'Courury <br /> approvals respectively. each with minimum 1 -1/4" embedment. <br /> 3. Weed budm by others, must be anchored property to 'rangier loads to the structure. <br /> mew zO2 <br /> Or elemoTa a aroWe lapemrs nom Toraed.. <br /> raa `I j� • <br /> «awmd <br /> .a�o.>ersaeeoo <br /> r.�.r .r._ • <br /> rvn 1 Inn en T11n C. is .�nnnnrnnn uu na i area .nn „ -..v <br />