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6 <br />QIa <br />00 1 <br />CKING <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 />18 - 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 />518" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518"ANCH. 1 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28 10dxl-lQ <br />H <br />1 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />518" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 718" DIA. BOLTS <br />M <br />H 76 ' <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 />Ills,26 <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 />C1 <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 />1 1195 <br />1005 <br />14-1Od 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" <br />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 />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 -1Old <br />SPT22 <br />1 685 <br />8 -10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />12-10d X 1 1/2" <br />* MINIMUM W 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 RECI'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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />=�A7 <br />(e) <br />(A) <br />(" <br />t <br />) <br />K <br />El <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 (8) <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 />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE N2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />rA <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />2 PLY C <br />INTERSECTIONS. <br />SPLICING <br />/ 2 <br />x CONT L D <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />NU I t: 5tt SFltt I U-1 FOR RUOF 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 />STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.)- <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END- <br />8d NAILS @ 24" O.C. <br />TO BLOCKING <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />SEE PLAN <br />TRUSS BRIG. <br />ONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />L-STRUCTURAL <br />SHEATHING <br />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'-W <br />SCALE:1/4'=V-0" I <br />0Q� <br />Z <br />Z <br />Q <br />a <br />Z <br />C <br />cry <br />4--J w <br />0 W <br />l%i = <br />o <br />�C ~ <br />U <br />m� <br />, <br />W <br />' . ~ <br />py�M <br />C M <br />N <br />oL <br />C <br />- <br />`� <br />iv <br />Q rn <br />ai Q o <br />Al <br />B <br />I <br />D. <br />N C B D C <br />SRO W V <br />U. <br />In. <br />,J <br />COio <br />.R � LL <br />g W m 4c�k.` <br />To the best of the Eng F�QQVVii nformation, and <br />belief, the structural plans and'sb'ecifications contained <br />within these drawings comply with the 2017 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 <br />O a� <br />> (O 00 <br />M <br />Q 'o L n <br />a v)•�� <br />Q C LL <br />z <br />pe V M <br />Q CL 00 <br />z E <br />Z m <br />WJ <br />C:) <br />ga <br />F <br />Z <br />z O U <br />z <br />M�ff8 <br />Z <br />��® <br />Q <br />�o <br />U)� <br />g <br />N <br />Uri <br />(r <br />oN <br />O <br />Lu <br />w <br />= <br />J <br />LL. <br />o <br />810 <br />LL <br />0 <br />. <br />tu-R6 <br />Zg <br />J <br />Ln <br />r^•I <br />N <br />Q <br />Z <br />Z <br />0 <br />m <br />0 <br />00 <br />g <br />W <br />= <br />9 <br />,-i <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIC <br />VERSION NO" 5ml <br />SHEET NO. <br />7.0 <br />