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/A\ <br />c <br />0 <br />s <br />0 <br />CV <br />N <br />FO <br />LO <br />r- <br />L0 <br />N <br />N <br />or <br />v <br />v <br />CD <br />O <br />0 <br />J <br />N <br />N <br />a2 <br />a <br />00 <br />r. <br />3LOCKING <br />3Y <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 />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 />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"& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 1 18 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.I 26 10dx1-112" <br />HTT5 <br />3225 <br />518"ANCH. 1(28) 10dxl-1/2 <br />K <br />HD B * <br />3130 <br />30 <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 />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 />I HUS28 <br />2000/4220 ** <br />1720/3125'* <br />30 - 16d x 3 1/2" <br />1 HUS28 <br />1 2570/4345 <br />1 — <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 1-1/2" <br />T <br />MTS20 <br />1000 <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/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) 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 />P2 <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 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 />(e) <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 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 />(+)� <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 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY LEDGER <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 />NO I E: bEE SHEE I 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 />ROOF FRAMING PLAN <br />s�A�E <br />(�0 <br />zo <br />z�z <br />Q <br />J <br />ca- <br />U) z <br />CLn U' <br />V/ cn <br />+� w <br />0 <br />O ,,, <br />FE <br />U <br />w <br />a� M <br />c m M <br />E <br />' po <br />— U <br />m a <br />O N <br />U (0 <br />L LL- <br />00 <br />o td <br />m <br />U)o <br />LO v <br />Q <br />B D. <br />NN Nf <br />*I <br />co <br />fo' • � <br />� acr�NW,s <br />pp 01 <br />44 <br />Z W T �z <br />C <br />Z <br />Q� t'n�M._ W Q <br />ii <br />5 <br />�.'0 <br />a � <br />z <br />Q.vtnm <br />0 <br />Nca aE0 <br />Um <br />W .00 <br />dw <br />To the best of the Engineer's knowledge, information, anQ <br />belief, the structural plans and specifications cohtained• <br />within these drawings comply with the 2017 Florida.', <br />Building Code - Residential 6th Eotlon. Engineer'6 <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />z O <br />0 Q) <br />4-j O <br />I/4 � M O <br />M <br />QLf)'gypLn <br />av)L� <br />Q - :L <br />a .^ <br />U ru <br />a00 <br />Q <br />� <br />z f0 <br />WJ <br />C:) <br />d' <br />0z <br />3� <br />w� <br />z a <br />f E <br />zo- <br />w a W a 0 <br />UZOp <br />O <br />w <br />��zz <br />J <br />C <br />°fW <br />a w <br />K g <br />Z <br />U�8 <br />L <br />Ot <br />z z <br />O <br />' <br />Ln <br />Q <br />CC <br />Ez <br />Q) <br />L l <br />m <br />-v <br />N <br />0 <br />o <br />O <br />�f <br />= <br />� <br />>� <br />� R o <br />FrN,, <br />O <br />O <br />O <br />wOOV�- <br />QQ yI <br />Oa0< <br />cC <br />w � zj <br />aa <br />QF o <br />z <br />Woo <br />z <br />J <br />Ln <br />di <br />= <br />WE8 <br />W <br />Q <br />z <br />[� <br />sYQ <br />I- <br />awz <br />N <br />�# <br />N <br />z <br />L <br />m <br />z <br />O <br />Co <br />g <br />= <br />rn <br />T-+ <br />a <br />(n <br />f <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ml <br />SHEET NO. <br />7.1 <br />