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rA (2) <br />RCJ <br />> <br />U <br />CJ1 <br />)CJ3 <br />CJ5 <br />EJ7 <br />EJ7A. <br />I <br />EJ7 <br />EJ7 <br />EJ7 USP HD41OF w/ (10)) 1Od NAILS / <br />3/16" TAPCONS TYP. BEAM TC <br />EJ7 (2) FLITCH PLATE BOSOM. OF Bb <br />FG1 <br />BM T <br />BM T <br />r/G1E <br />W W <br />M m m m m m M <br />U <br />Cn <br />NCJ3V <br />CJ5V <br />EJ7V <br />(2 <br />x.. <br />H <br />Q <br />F- <br />Q <br />. . <br />F- <br />Q <br />. ... <br />H <br />..... <br />H <br />Q <br />... <br />... <br />... <br />I- <br />Q <br />O <br />... <br />F- <br />Q <br />j <br />-- <br />.. <br />H <br />Q <br />Q <br />(2) <br />X <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VA <br />U <br />d' EJ7VA <br />I- <br />Q <br />... <br />........... <br />1- <br />Q <br />O <br />EJ7VA <br />EJ7V <br />EJ7 <br />N <br />Q <br />O <br />r <br />Q <br />M <br />Q <br />rlO <br />Q <br />EJ7 <br />O <br />Q <br />EJ7 <br />EJ7. <br />CJ5 <br />CJ3 <br />M <br />U U <br />J <br />U <br />kND <br />6) CMU <br />6" OSB <br />@ T-O" <br />VER <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7131119 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CAPACITY <br />CAPACITY <br />O <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />HETA20 <br />1810 <br />9 -10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 -1 Od 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 />H .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 />1 455 <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 1 112" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 112" <br />G <br />H10A <br />1340 <br />1015 <br />18 -1Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Od X 1 1/2"& 8-1Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dx1.1/2 <br />HTT4 <br />2715 <br />518" ANCH. 120 10dx1.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1.1/2" <br />HTT5 <br />3225 <br />5/8"ANCH. l(28)10dx1.112 <br />K <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 ' <br />6645 <br />5650 <br />7/8" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />I t IS2R <br />1165/1070 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HUS26 <br />1550/3335'* <br />1335/2820 ** <br />20 -16d x 31/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 -10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-112" <br />S <br />MTS16 <br />1000 <br />860 <br />14 -10d x 1 112" <br />MTW16 <br />1 1195 <br />1005 <br />14-1Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-10d x 1-1/2" <br />MGT/MUGT <br />3140 <br />3140 <br />22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />^X^ <br />HTS 20 <br />1450 <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 />585 <br />535 <br />10-10d <br />SPT22 <br />685 <br />8-10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />1 555 <br />1 -1 Od 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />++) <br />A 11T <br />(6) <br />B) <br />(A) <br />P' <br />') <br />(+ <br />I'll-, 0R2%.Y <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-) <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (•'). <br />(B <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />4eo�YT�A&W <br />FOR HIP PLANING TRUSSES. R1STICK <br />FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />(A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END z <br />FRAMING = <br />Q <br />LU <br />2 <br />++ o <br />+ AID <br />0{O <br />2X TOP PLATE TO <br />b <br />a <br />GABLE END W/ 16d <br />J <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C. <br />+ <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM <br />@ GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLANT <br />0 <br />0 <br />U � <br />zCq <br />z <br />z g <br />J lh <br />z D <br />� o <br />� U <br />}+ N Y <br />� <br />Un c <br />�N <br />� o <br />U 00 <br />a" <br />o <br />= <br />Q v <br />rn <br />N O <br />� N � <br />Z�� z <br />INQ ui p °. a <br />ioO <br />Z O g m 0co <br />Op <br />IL <br />�. <br />Q <br />O <br />of E S5\ <br />.;rltf`rr��(tttEE111��� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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 />O <br />co <br />Cn <br />o <br />w <br />U- <br />Q Ea <br />0 <br />=o <br />oLL <br />» <br />�a <br />�® <br />E U <br />Fes— <br />0 <br />�� <br />U° <br />az <br />z-� <br />O <br />C:)ao <br />d i <br />ao <br />�di <br />az <br />rW <br />cj C <br />Y <br />U <br />0 <br />Z <br />oz <br />u� J <br />ab <br />8. <br />O <br />Q <br />IW. <br />a U <br />W <br />CL <br />w <br />�w <br />o <br />CD <br />w <br />�o <br />}x <br />CD <br />OU �+ <br />C <br />o T <br />B <br />M <br />nL, <br />\W <br />./ <br />41,14" <br />N <br />LL � <br />Q <br />C o o <br />N <br />r <br />Ln <br />'0 0 <br />LO <br />0 <br />LO <br />oo <br />M <br />z <br />CV y i <br />E O <br />? <br />a <br />E <br />U -j Q <br />c <br />JOB <br />NO : 19-5340 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />