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J TYP. @ 2 STORY <br />G <br />,— r) to <br />TYP. S6 <br />LO M r <br />yvj <br />U U U <br />'� <br />U U U �� <br />CJ1 <br />EJ7 <br />CJ1 <br />CJ3 <br />CJ3 <br />CJ5 <br />CJ5 <br />(2) <br />X <br />I <br />A7G <br />TYP @ 2 STORY <br />A6 <br />(2) <br />J <br />X <br />S6 <br />A <br />TYP, @ 2 STORY <br />A4 <br />s6 <br />A3 <br />q2IV <br />I <br />> <br />' <br />x <br />A2 <br />(4) <br />X <br />433 <br />O <br />A3. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />M <br />N <br />00 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />A51 <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />LOLO <br />BEARING U.N.O. <br />N <br />A61 <br />4 <br />oz-,, <br />A7G1 <br />LO <br />(30 <br />0 <br />CJ5 <br />cN <br />t <br />1 SIM. W/ BLOCKING <br />N <br />S5 <br />ca <br />CJ3 <br />EJ7 <br />M 1 <br />CA <br />v <br />v <br />0 <br />Q <br />U U <br />J TYP @ 2 STORY <br />(4) <br />X <br />S6 <br />� <br />N <br />v <br />a <br />E <br />E <br />0 <br />v <br />c <br />c <br />J <br />cn <br />N <br />LZ <br />0 <br />U <br />v <br />U <br />i <br />U <br />N <br />•O <br />a <br />a <br />N <br />O <br />M <br />M <br />ROOF FRAMING PLAN <br />W <br />SCALE: %4"=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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"Lo <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"& <br />M <br />O <br />— o <br />Z N <br />Q <br />a <br />C/) UI <br />cn <br />w <br />♦ U — <br />O <br />oiLU l <br />'m <br />E' <br />0 o <br />m ti <br />U <br />N M <br />f— � <br />— S <br />CLL3 '0 M <br />