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UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 -10 x 1 1/2" <br />C <br />H2 <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 />1 <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 />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. 118 1061-112 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. l 26 1061.1/2" <br />H775 <br />3225 <br />518" ANCH. / 28 10dxl.1/2 <br />K <br />" <br />3130 <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 />15/8"ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />All <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/107 <br />10 /91 <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 />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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />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 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />MGT/MUGT <br />3140 <br />3140 <br />22 -1 Od 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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />11X" <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od 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 />SPT22 <br />685 <br />1 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />45 <br />555 <br />12-1 Od 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 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 <br />& 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 />(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 W 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 2 P�Y �ljfjf3lE� <br />INTERSECTIONS. SPLICING <br />/ <br />2 x CO T tni <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 />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 @ 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 />-4 SEE PLAN <br />TRUSS BRIG. <br />,A ONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />LSTRUCTURAL <br />SHEATHING <br />7CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'-0" <br />MAIN FRAMING PLAN <br />W <br />,U, <br />Z � <br />Z <br />Z <br />Q <br />CON <br />a <br />U) z <br />C <br />ln/')' CO <br />4--J LLU <br />OLU <br />o <br />.� C) <br />UILLJ <br />m <br />M� <br />W0M <br />N <br />U <br />� <br />�u, <br />Ali <br />B D. <br />�---;: <br />�ZX,. <br />Z <br />mEl <br />To the best of the Engineer's knowled fbrma Wpk nd <br />belief, <br />the structural plans and apkcificatic)qq;; cotis�hied <br />within these drawings comply wkh;tjtiq 2817i�lbrida <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 N <br />0 � N <br />:3 IiD <br />�In <br />>-+U,MO <br />z <br />M <br />Q "M Ln <br />0 <br />Q L- LL <br />lc� v a66 <br />z <br />W <br />J� <br />w <br />za <br />f <br />z 0 <br />6 <br />U <br />Q <br />H <br />J <br />r z <br />Z <br />1N <br />Ln <br />N <br />Ln <br />o <br />N <br />O <br />U <br />= <br />J <br />LL <br />L_L <br />a . <br />� <br />o <br />�f <br />0 <br />N <br />O <br />cos <br />do <br />ig <br />Q <br />O w W <br />Z�� <br />aao <br />J <br />rl <br />I Uj <br />X <br />LU <br />Q <br />Z <br />00 <br />m <br />ON <br />Z <br />Z <br />LU <br />I <br />o <br />06 <br />0. <br />x <br />T-11 <br />U*) <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO" 5ml <br />SHEET NO. <br />7.0 <br />