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It : I ! _. ! ` I I II - _ _ ! - II 1 L I 1 11 II I I. -L <br />I <br />IOCKING <br />IY <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 1 112" <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 />HHETA201 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Old X 1 1/2"& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. 081 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH. / 20 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. ! 26 10dxl-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 />HD51B * <br />4505 <br />3785 <br />1518" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD B * <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 />LUS26 <br />1165/1070 "" <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060"* <br />— <br />8 - 10d <br />P <br />HUS96 <br />1550/3335 ** <br />1335/2820 "" <br />20 - 16d x 3 112" <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 3 112" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1 1005 <br />14-1 Od 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 />14-1 Od x 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od 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 - 1 Od 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 />FITS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />_ SP1 <br />585 <br />535 <br />10 - 10d <br />I SPT22 1 <br />685 <br />1 <br />8 - 10d <br />_ <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />_ <br />12-1Od X 1 1/2" <br />_ <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 <br />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 />(B) <br />(B) <br />(A) <br />11\-(+ 1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+l- 6") <br />'FASTEN <br />EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD a@ 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 <br />2 P Y C jRIE�—� <br />(A) <br />INTERSECTIONS. SPLICING <br />LF tC <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 />NU I E: SEE SHEE I D-1 FUR RUUF 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 />CDT <br />Z o <br />z <br />z <br />Q <br />a <br />U) Z <br />V) U <br />Q) C <br />w <br />0 <br />•U — <br />.M- <br />O <br />E <br />r <br />o <br />aG 1` <br />U <br />w <br />' i ~ <br />r r <br />mM <br />C M <br />fp M <br />O O N <br />_ <br />U <br />1z o <br />W OL <br />p <br />Q <br />$� o <br />01 Q O <br />6 D. <br />N� <br />nAV,FrU1 <br />IQ=I"'LL <br />a• <br />o, <br />Ui <br />.�. <br />•y•f' <br />To the best of the Engi %%��''����owledge, nforrry�gA and <br />belief, the structural plans �Ndf� ned <br />within these drawings comply with tA,% Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z ON <br />0 � N <br />t>-iLnM0 <br />M <br />Q V) 'gyp <br />a V) <br />z <br />Q LL <br />a <br />QUa� <br />E u <br />z <br />W <br />��� <br />J <br />uj <br />=a <br />f <br />zbz0,0 <br />J <br />Pa°0 <br />95 dzg <br />� <br />z <br />z <br />C <br />aZ <br />y 1 <br />Q- <br />N <br />N <br />o <br />O <br />U— <br />ILL.<�r- <br />�W <br />o <br />o <br />J <br />O <br />p <br />(V <br />gad` <br />wZ <br />ad- <br />N <br />QC,U,o <br />$ goe <br />z <br />z <br />N <br />Ln <br />u- 0 <br />J <br />Q <br />di <br />z <br />o Z <br />$~ d <br />z <br />M <br />O <br />Z <br />� <br />m <br />o <br />06 <br />g <br />= <br />1 <br />� <br />a <br />U <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO" 10 <br />SHEET NO. <br />7.1 <br />