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(2) <br />A <br />cJJ <br />C <br />> <br />U <br />Ln CJ 1 <br />CJ3 <br />CJ5 <br />EJ7 <br />v <br />V <br />y✓ C 0 <br />�L <br />CJ5V <br />EJ7V <br />(2 <br />X <br />00 <br />Q <br />D <br />Q <br />.. <br />: <br />........ <br />.... <br />... <br />.... <br />... <br />.... <br />.... <br />Q <br />O <br />.' .'.' . <br />:::: <br />Lo <br />Q <br />1 <br />1 <br />j <br />1 <br />— — <br />.' .' .' . <br />:::: <br />. ' . <br />:'. <br />M <br />(2) <br />X <br />Iu <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V1 <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />o <br />EJ7VA <br />EJ <br />0 <br />~ <br />rP EJ7VA <br />FG1 <br />.... <br />O <br />I EJ7VA <br />J�1 <br />.... <br />EJ7V <br />EJ7 <br />NQ <br />O <br />M <br />QU <br />r <br />Q <br />M <br />m <br />N <br />m <br />; <br />m <br />m <br />m <br />m <br />m <br />-24 <br />LU <br />m <br />EJ7 <br />Q <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />Cl) U') <br />J� <br />U <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 />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 />110 - 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 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />50'ANCH. 12610dxl-1/2" <br />HTT5 <br />3225 <br />5/8"ANCH. /(28)10dx1-1/2 <br />K <br />HD3B * <br />3130 <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 />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />1 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 />LUS26 <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 3 1/2" <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 1/2" <br />MTW12 <br />1195 <br />1005 <br />1 14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <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 />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 />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" 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) 114" x 3" WEDGE <br />BOLTS <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 />CP2 <br />645 <br />555 <br />12-10d 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 <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 RE 'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W13/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 192' 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 />(B) <br />(B) <br />(A) <br />(+ <br />t OR 2 PLY <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 <br />POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY LEDGER <br />(A) <br />INTERSECTIONS. <br />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 />SCALE: %4"=1'-0" <br />u7 <br />M <br />0 <br />CID <br />z <br />� <br />O <br />eL <br />nV), <br />(v cra <br />Lis <br />0•U <br />-- <br />.@ <br />IU <br />O <br />~ <br />E <br />� <br />o 0 <br />U <br />N M <br />L LI <br />Oil V <br />� W M <br />N-0 C') <br />0PIP <br />� 011 <br />q- �L� <br />aD <br />(D <br />a) OE=Qtm <br />�o <br />U) o- o <br />LoQv <br />rnQo <br />A <br />N C B D C <br />RD <br />J <br />CIO <br />FW <br />oryj�r v " <br />co <br />Cc! <br />SI <br />irk+�zyj r� zy„ <br />W 0 <br />ZCU o•�a <br />a,•� 4 <br />9\- <br />z 0);� 0)-FE-S <br />IIILW <br />:�� �$ <br />NN <br />AN <br />A ill <br />ii <br />Ci V <br />V O <br />❑ ❑ <br />To the best of the Engineer's knowledge information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z <br />O (3) <br />f--i :Lj O <br />M O <br />o M <br />Q U) f0 L n <br />a cn•Ld' <br />Q ILL <br />U C 00 <br />Z ?> <br />WI— <br />O <br />z <br />0 <br />5 <br />W� <br />zad <br /><z <br />�r <br />z <br />w 4 0 0 <br />8, <br />1; <br />W W <br />¢¢ <br />= 0 z Z <br />O J <br />v <br />��o <br />z <br />O <br />z Zw 0 <br />> <br />G <br />U <br />2: Z <br />LI <br />� <br />Z <br />^� <br />Lr) <br />LY <br />/ <br />.�0 <br />O <br />0 <br />O <br />�a <br />�� <br />O <br />= <br />LL- <br />L`L <br />89 . <br />boo <br />F - <br />O <br />a <br />QQ <br />X�jU <br />�< <br />O <br />u m a <br />� <br />wo <br />z <br />^ <br />r-i <br />0 �a�o <br />W <br />W <br />J <br />L0 <br />r-1 <br />R, a � <br />u- o <br />LLJ <br />Q <br />M <br />M <br />Q <br />z <br />aWz <br />fO <br />Qz <br />a z <br />a <br />Q <br />J <br />= <br />z <br />LU <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. <br />10 <br />SHEET NO. <br />7.0 <br />.,��i.1d4h, Ii..i:11V,h,i9L 11. 1H:Y ili .::'..: ;,T. -. l ---�� <br />