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CJ1 <br />CJ3 <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 - 1 Od 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 />1 400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />1 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 1 112" <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 />H10A <br />1040 <br />1015 <br />18 - 1 Old x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 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)10dxl-112" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-1/2 <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 />HD5B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5350 <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 />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 />Q <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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />990 <br />860 <br />14 - 1Od 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 />14-1 Od x 1-1/2" <br />U <br />MGT <br />1 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 w/ 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 />24-1Od x 1 1/2" <br />8P1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 590 <br />555 <br />12-1 Od x1 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 REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 <br />LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 DETAIL <br />CJ3 <br />CJ1 <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <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 />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, (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 1 1 11 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER) (A) T$ <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 TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />aREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />0 <br />O <br />C, <br />c - <br />. CSC' E <br />Z4. "j <br />Q <br />�J� G <br />., <br />oR O F <br />/�`f'°ftffltt�l4tl1,►1���� <br />` <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W <br />00 <br />V E 00 <br />o 'oNID r- <br />N <br />I0, <br />V <br />0 <br />O C)O pr cO -j <br />M N N C W LL <br />* <br />(1)(h 07 ik <br />0 <br />'O J W <br />J - _1 W N LL <br />7 d <br />M <br />a <br />N C', W lfLin�� <br />N OLL a a-K <br />.0 or O <br />z <br />z <br />W <br />ra <br />ma�o_ x0O <br />m m J <br />W <br />_ <br />f0 O <br />O:QWcn <br />LLW <br />cn 00d�"N Q z U 0z <br />r <br />0 ❑00 <br />Z N O <br />0 0 <br />z(D Co� <br />z <br />Q � <br />0 <br />2 <br />N <br />o <br />N <br />2 <br />fi3 <br />U <br />!Jj Y <br />W a <br />n <br />o Q <br />— -m <br />O <br />Ln <br />W F <br />= E <br />W& <br />TT <br />wig <br />r— O <br />N <br />W � O U <br />` E <br />zl�y <br />!!= <br />C) p <br />Q <br />• <br />O <br />co <br />w <br />z <br />M <br />o <br />J <br />LL E <br />C <br />(6 <br />zo <br />oo <br />>o <br />�dN <br />CL <br />E u <br />w? <br />z 0 <br />oa <br />(6� <br />Q <br />O E <br />N <br />X . <br />a F <br />o <br />ao <br />VO <br />� U <br />0 <br />4 <br />az <br />a) <br />¢� <br />XW <br />W, <br />_ <br />(O <br />CID C:0 <br />C <br />z <br />y <br />h <br />m o <br />0, <br />Z , <br />r z <br />C%3 <br />J <br />a <br />z <br />u) <br />o¢ <br />ao <br />W <br />Q <br />K <br />zw <br />N F <br />U <br />�o <br />ap <br />Z <br />=3 <br />r <br />� <br />i o <br />I� <br />O <br />V <br />ui� <br />¢ <br />zIa <br />Oo <br />0 `CV <br />= <br />n <br />L <br />cc <br />0 <br />.! <br />LO <br />r <br />^ <br />L,L <br />� <br />O <br />>_ <br />o <br />O <br />m <br />T' <br />o <br />0 <br />O <br />O <br />r <br />U-) <br />oLO <br />r <br />m <br />M T <br />M <br />N <br />o <br />Z <br />Z <br />E O <br />vi <br />r <br />N <br />c <br />d <br />U <br />q p <br />J <br />JOB <br />NO: <br />20-1783 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />