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<br />-- <br /> <br />X <br />Unit <br /> <br />I\1ID-WL -r/lA0001-02 <br /> <br />SINGLE DOOR <br /> <br /> I. J.;- I t . t <br /> . <br /> 1 1 1 1 9" <br />... - - MAX <br /> f- <br />... - - <br /> <br /> <br />, .. - \ <br /> <br />... ~~;'~~~ <br /> <br />(}!...... ~'?~ ~r <br /> <br />31' <br />TYP. <br /> <br />... - <br /> <br />Minimum Fastener Count <br /> <br />... - <br /> <br />l.-. <br /> <br />. 6 per vertical framing member for <br />TO" height and smaller <br /> <br />· 8 per Y8ftIc:aI framing member for <br />heIgtds greater than 7'0" <br /> <br />· 4 per horlzon1al framing member <br /> <br />- <br /> <br />- ... <br /> <br />HI... aDd IIrIb ,late. I'IqlIIrt two <br />2-112- loll .... "r loatIoo. <br /> <br />... - <br /> <br />- <br /> <br />. Width of door unit plus 112" <br />· Height of door unit plus 1/4" <br /> <br />Rough Opening (RO) <br /> <br />..- - <br /> <br />- <br /> <br />...............,. Tell DIIa RMIw CeIlIflcIII ~~ 1U6447C II1d COPITIst EIIIIIdIIIoh MIIlrIx <br />--- 13lI26447MlO1, 002, 003, 004; 7!:!l!1J.lIII2.l103, 004; I3CI2tl447&-GOl..._ OO3,OO4I1RMdes <br />--=-- ....1nIamIIIIari -1lIIIII*I1nlm" ,,""'"...... (ww,........comj, .. ...... <br />-----. (-,~) or1he MasanIbt IIcIncIl CIIIIIr, <br /> <br />Latching Hardware: <br /> <br />. Compliance requires that GRADE 3 or better (ANSIIBHMA A156.2) cylindrical and deadlock hardware be installed, <br /> <br />· UNITS COVERED BY COP DOCUMENT 1246* , 1266*, 3241*, 3246. 3261* or 32&6 <br />Compliance requires that 8" GRADE 1 (ANSIIBHMA A156,16) surface bolts be instaDed on latch side of active door panel- (1) at top <br />and (1) at bottom. <br /> <br />* Based on required Desion Pressure - see COP sheet for details, <br /> <br />Notes: <br /> <br />1. Anchor calculalions have been carried out with the fastener rating from the different fasteners beIng considered for use, Jamb and head fasteners <br />anaJyzed for this unit Include 10d common nails, Threshold fasteners analyzed for this unit Include Uquid Nails Builders Choice 490 (or equal <br />structural adhesive), <br />2. The common nail single shear design values come from ANSVAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and <br />achievement of minimum embedment of 1-1/4". <br />3. Wood bucks by others. must be anchored properly to transfer loads to the Structure, <br /> <br />II <br /> <br />MIR:h 10, 2lllI3 <br />Oar-,_"~"",,,,,,,,,,,,,,, <br />............... ......10 ~ ............. <br />