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2112, <br />A <br />S3 <br />(2) <br />A <br />N:CJ3M <br />; : <br />rn <br />�j CJ3 <br />I <br />CJ5 <br />:: <br />CJ5 <br />EJ7 <br />EJ7 <br />if <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />:: <br />EJ7 I <br />(2) <br />EJ7 <br />:: <br />... <br />.. <br />... <br />.. <br />... <br />... <br />I1 <br />�� <br />EJ7 <br />EJ7A <br />) <br />EJ7 <br />� � <br />• • � <br />: <br />-- <br />D1 <br />S3 <br />EJ7A <br />EJ7 <br />EVA ¢ <br />G 1 000, <br />EJ7A <br />... <br />... <br />.' ... <br />C7 <br />(2 CJ31 <br />EJ7A <br />Q <br />X �tN.... <br />EJ51 <br />EJ7A <br />�Nz <br />T <br />U <br />M <br />CJ1 <br />EJ7A <br />U <br />is; <br />7J1 <br />GJ3' <br />EJ7A <br />o. <br />EJ7B <br />' <br />EJ5 <br />I <br />EJ5 <br />EJ7B <br />.. <br />.. <br />_m <br />CJ5B <br />EJ5 <br />—ffo <br />CJ3A <br />;; <br />CJ3 <br />ALO <br />U v <br />. <br />¢ <br />Q <br />Q <br />Q <br />¢ <br />Q <br />Q <br />Q <br />Q <br />¢ <br />¢ <br />Q <br />¢ <br />"� <br />¢ <br />¢ <br />¢ <br />¢ <br /><t <br />m <br />m <br />C� <br />C- <br />U <br />U <br />U <br />J1 <br />Q <br />U <br />U <br />(2) A (2) (2) <br />q q q S3 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />5YP <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 />HT74 <br />1 3610 <br />3105 <br />50' ANCH. / 18 10dx1.112 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. I 26 10dx1-1/2" <br />HTT5 <br />3225 <br />518"ANCH. I(28)10dxl-1/2 <br />K <br />HD B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <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 />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 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 1/2" <br />MTW12 <br />1195 <br />1005 <br />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 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1 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" <br />EPDXY <br />V <br />LGT2 <br />1 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 />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 />HCP2 <br />1 645 <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 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 />(B) <br />(B) <br />(A) <br />(+ <br />1 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 (B) 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 />wOR <br />RR� <br />CONT LEDGER <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 F-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 a@ INT. <br />BEARING U.N.O. <br />ROOF FRAMING PLANT <br />z M <br />o <br />_ <br />Z C° <br />Z <br />O <br />W <br />pry <br />a•- ur <br />M <br />•U — <br />Ow <br />0� <br />m <br />~ <br />o <br />o 0 <br />V <br />LL <br />&- <br />N M <br />CcoCMM <br />T :R M <br />® U <br />win <br />00 <br />s U- <br />aa�i <br />l 0 co� <br />I h N <br />co <br />I\ <br />Q O <br />Y <br />¢ rn <br />v <br />rn o <br />A1 <br />N CC B,D,C <br />ufit//z <br />a <br />• <br />�a <br />cli <br />00 <br />'L� <br />Z � � o e c? <br />�� <br />� <br />W _— NMI <br />moo- .,, <br />Zo r <br />o«, <br />�•, <br />'0 <br />N ,p°" <br />z *` C <br />LLN¢ <br />�a <br />S0a <br />O Cj <br />U O0 <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 />0 <br />ON <br />Z <br />O (1) r\ <br />'—I a_+ O <br />> U) M O <br />M <br />Q C) � <br />z <br />a cn•Ld- <br />5 <br />LL <br />� � <br />QU a 00 <br />� <br />zE <br />�E" <br />CD <br />WLU <br />—j <br />d' <br />oz <br />;o <br />E <br />W <br />zg <br />fa <br />z <br />Wa-g& <br />U Z OU O <br />Q <br />J <br />Z w W <br />y0Wz <br />Ld <br />¢ J <br />r I•S <br />C}�8-O <br />8-0 <br />ow <br />1� <br />z <br />L• <br />— <br />C <br />-14 <br />Z <br />z 8z <br />gz <br />z <br />ILL <br />V)3r <br />M <br />O <br />0 <br />U <br />_ <br />fu <br />J <br />L.L_ <br />L <br />o <br />aor- <br />f- <br />0 u <br />0 <br />X0 <br />LU <br />oao¢ <br />N <br />1 ` <br />/� <br />I.L <br />Zw OJ <br />CwJ 4 z Q <br />Q <br />�- <br />g��o <br />Z <br />Z <br />W090 <br />a <br />w <br />W <br />J <br />Ln <br />�--i <br />L� <br />81g0= <br />Ln � 5 o <br />$�¢ <br />2:¢ <br />¢ <br />z <br />aujZ <br />Z <br />� <br />oz <br />gZ <br />LU <br />J <br />a <br />0 <br />z <br />�..) <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION No' 2v0 <br />SHEET NO. <br />7.0 <br />