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CONNECTION CROSS-REFERENCE <br />.UPLIFT 3/36/18 <br />A <br />A <br />A <br />(2) 3 <br />(2) <br />(2) <br />c- <br />D D D D D D > > P D D D D <br />o 00 rn A r v, <br />y D <br />j <br />D cWo cNo a) � oo <br />A <br />W co W 00 n n <br />0 L� <br />J1 W cn <br />< < <br />< < < < < ; Q Q < < < <br />< < < <br />L <br />CC CW <br />M m <br />CJ3 <br />; . <br />CJ5 <br />J ..:..:....... <br />u <br />EJ7 <br />' <br />EJ7 <br />I <br />I <br />:.. <br />EJ7 <br />EJ7 <br />EJ2 <br />I <br />EJ7 <br />EJ2 <br />I <br />EJ7 D <br />EJ2 <br />I �, <br />' <br />I <br />EJ7 <br />' <br />EJ2 <br />3 <br />' <br />A EJ7 ' <br />EJ2 <br />c <br />.. <br />' ' <br />v <br />EJ7V <br />' <br />EJ2 <br />X <br />9 <br />o <br />(2) <br />I S5 <br />� <br />EJ7V <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />EJ2 <br />o. <br />�1 <br />EJ7VA ----- <br />o <br />I <br />I 1 <br />EJ2 <br />... <br />i i <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />EJ7VA <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />_- <br />EJ2 <br />BEARING U.N.O. <br />EJ7VA <br />ti <br />v/2 <br />N1111M 11 1 11 <br />1 I <br />LF <br />- <br />I <br />4� <br />J, 2 <br />v <br />CJ5V <br />EJ5 <br />11 <br />x <br />rn <br />A <br />o <br />CJ3(2)A <br />/CJ3V <br />(2) <br />w ` <br />J1< < <br />CJ1 <br />ao <br />it <br />� <br />A <br />&(2) <br />3 <br />Q <br />Op <br />N <br />a <br />E <br />m <br />E <br />0 <br />S <br />v <br />c <br />m <br />t� <br />0 <br />U <br />0 <br />U <br />U <br />N <br />'o <br />a <br />a <br />N <br />M <br />ROOF FRAMING PLAN <br />W <br />SCALE: Y4=1'-0" <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />.FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 -10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 -10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 -10d x 1 1!2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 -10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 10d x 1 1!2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH.118 10dx1-112 <br />HTT4 <br />2715 <br />518" ANCH.120 10dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH.1 26 10dx1-1i2" <br />HTT5 <br />3225 <br />518" ANCH. I(28 10dx1-112 <br />K <br />HD3B * <br />13 <br />0 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />4505 <br />3785 <br />5l8"ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />.5650 <br />718"ANCH. 314"STUD BOLTS <br />TDX10 <br />7$45 <br />— <br />4 r 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1 <br />r . <br />zM <br />0 <br />— o <br />z <br />z <br />Q <br />U) <br />