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2 A (2) <br />*- <br />cr) Lo A S3 A <br />TYP @ 2 STORY <br />y✓� <br />U <br />U U <br />S6 <br />CJ1 <br />CJ3 <br />CJ5 <br />2 <br />D2 <br />W <br />I <br />A <br />C7 @ 24" O.C. <br />0 <br />ti�j <br />33 <br />CO3 <br />LL <br />STRUCTURAL 2x STUDS SEE PLAN <br />CJ5 <br />FOR INFO <br />SHEATHING (SEE TB13 <br />c%jFOR <br />If <br />NAILING INFO.) PLYWOOD <br />CA <br />AILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d CANTILEVER <br />CA <br />NAILS @ EA. TRUS FLOOR TRUSS <br />FT1 GE <br />2x4 CONT. RIBBON W/ <br />J TYP @ 2 STORY <br />(4) <br />2 TYR (2) <br />S6 <br />16d NAILS @ EA. TRUSS <br />A A A <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END SEE PLAN <br />TRUSS BRG. <br />.Q ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. A SEE PLAN <br />TO BLOCKING LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />rFC03�CANT. FLOOR TRUSS CONN. <br />SCALE: 3!4" = V-0" <br />MAIN FRAMING PLAN <br />SCALE: %4"=1 "-0" <br />o <br />Q <br />Q <br />Q <br />Q <br />. <br />.... <br />Q <br />..... <br />..... <br />..... <br />..... <br />..... <br />/\ <br />/ \ <br />/ \ <br />J <br />a <br />N <br />N <br />LL <br />FTF7 <br />FTF1 <br />LNL <br />t~i <br />22 <br />D1 <br />(2) <br />X <br />.... <br />5 <br />FT8G <br />(2 <br />X <br />LL LL <br />I—i <br />W <br />Al <br />22 <br />1❑ <br />�. <br />FTF1 <br />a <br />W <br />o. <br />D1 <br />7 <br />W <br />H <br />n. <br />_N <br />Q <br />UPLIFT CONNECTION CROSS—REFERENCE <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 />1870 <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 />1870 <br />1585 <br />10 -10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10-8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1 /2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 -10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 -10d x 1 1!2" <br />G <br />H 10A <br />1040 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 -10d x 1 1 /2"8 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dx1-1/2 <br />HTT4 <br />4215 <br />5!8" ANCH. /(18)10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26 10dx1-1/2" <br />HTT5 <br />5795 <br />5l8"ANCH. / 26)10d x1-112 <br />K <br />HD36 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD56 * <br />4505 <br />3785 <br />5/8"ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5350 <br />— <br />2 - 7I8" DIA. BOLTS <br />M <br />HD76 * <br />6645 <br />5650 <br />7/8"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />10140 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 *' <br />1005/915 '* <br />8 -10d x 3" <br />JUS26 <br />1000/1080" <br />— <br />8- 10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />— <br />(20)16d x 3-1/2" <br />O <br />HUS28 <br />1760/4095 ** <br />1720/3125 "* <br />30 -16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />-- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />MTS16 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR wl 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1!4" x 3"WEDGE BOLTS <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 -10d <br />SPT22 <br />735 <br />8 -10d <br />SP2 <br />1010 <br />605 <br />12 -10d <br />SPT24 <br />1090 <br />12 -10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />20 10d x 1-1/2" <br />* MINIMUM 3"MEMBER <br />'* REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. <br />REVISED 10.17.19 <br />LOADS --ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR <br />JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S 8 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />c* <br />t OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6' <br />w <br />n ' <br />eft <br />ftP� <br />To the best of the Engineer's knowiedge, iMonnation and belief, <br />the structural plans and specifications contained within these <br />g co drawinmpty with the 2017 FloAda Building Code - <br />Residential Bth Editlon. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />�E � <br />$ tO � N <br />_ <br />G <br />Min # pNp LL <br />L � J i! W <br />14 <br />7 LL 3 U.LL a <br />LLj awa W <br />