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UPLIFT CONNECTION CROSS-REFERENCE <br />3/29/1 <br />J TYP. @ 2 STORY <br />r M � <br />G TYP. S6 <br />�n M T <br />yvj <br />U U U <br />U U U �� <br />CA <br />EJ7 <br />CJ1 <br />CJ3 <br />CJ3 <br />CJ5 <br />CJ5 <br />(2) <br />X <br />A7G <br />I <br />TYP @ 2 STORY <br />A6 <br />(2) <br />J <br />X <br />Illss <br />A5 <br />: : : : • : : : : • : <br />J TYP. @ 2 STORY <br />A4 <br />s6 <br />A3 . . <br />A2NA <br />I <br />Q' i - <br />a� <br />c <br />n <br />A2. <br />(4) <br />X <br />rn <br />o <br />0 <br />04 <br />A3 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />N <br />A41 <br />to <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />A51 <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />c� LL <br />BEARING U.N.O. <br />rn <br />LO <br />ZA61 <br />T <br />m <br />> <br />(4) <br />� <br />X <br />I <br />� <br />A7G1 <br />cc <br />0 <br />o <br />J <br />CJ5 <br />1 SIM. W/ BLOCKING <br />LO <br />t <br />S5 <br />CJ3 <br />EJ7 <br />M 1 <br />CA <br />v+ <br />w <br />co LO <br />TYP @ 2 STORY <br />(4) <br />U <br />U U U <br />J <br />N <br />v <br />a <br />E <br />y <br />CJ <br />E <br />O <br />_ <br />`v <br />c <br />c <br />J <br />N <br />r7 <br />rn <br />2 <br />0 <br />U <br />I <br />y <br />yr <br />U <br />N <br />0 <br />a <br />N <br />Y <br />ROOF FRAMING PLAN <br />0 <br />M <br />SCALE: %4"=1'-0" <br />e <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <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. /1810dx1-112 <br />HTT4 <br />2715 <br />518"ANCH. 12010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 126 10dx1-112" <br />HTT5 <br />3225 <br />5/$" ANCH. /(28) 10dx1.112 <br />K <br />HD3B * <br />130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD B * <br />4505 <br />78 <br />518" ANCH. 3/4"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1 i 65/1070 ** <br />1005l915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />C� <br />M <br />0 <br />— o <br />N <br />- <br />z� <br />U) 2f <br />j w <br />4- <br />•V — <br />� <br />U <br />o 0 <br />m N <br />W � <br />F-- <br />N Cl) <br />m Cl) <br />CU <br />e U <br />N <br />