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CJ11 <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 />110 -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"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B * <br />1 31303050 <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 />HD70 * <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 />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 />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 />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 - 1Od 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 />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 - 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 />HCP2 <br />1 645 <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 3112 & 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 />(+ <br />7 OR;PLY <br />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 <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, (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 IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />�A) <br />�1/02ER <br />NTERSECTIO SSSPICINGPLICING <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 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 />----- <br />STRUCTURAL 2x STUDS SEE PLAN <br />x <br />____ <br />jFT2 <br />SHEATHING (SEE TB13 �--�— <br />FOR INFO <br />&—� <br />U- <br />C14 <br />FOR NAILING INFO.) <br />PLYWOOD <br />FG3_ <br />_ _ _ _ <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />FT5 <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />NAILS @ EA. TRUS _ <br />FLOOR TRUSS <br />0 <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I11 <br />JI <br />2x4 CONT. RIBBON W/ , <br />(4) <br />16d NAILS @ EA. TRUSS <br />2 TYP @ 2 STORY A 2x BLOCKING W/(2) -12dT— <br />D2 S6 NAILS @ EA. END <br />- - `\ <br />- <br />SEE PLAN <br />TRUSS BRIG . <br />a <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />FC03 CANT. FLOOR <br />TRUSS CONN. <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN <br />SCALE: %4"=1'-0" <br />Zco <br />0 <br />— 0 <br />co <br />C, <br />Z <br />Q <br />J <br />cn' C� <br />W <br />cn <br />JJ"J w <br />Ow <br />C <br />E <br />o <br />II^^' <br />�vM <br />(� <br />O <br />m 0 <br />U <br />N rNi <br />w <br />O <br />C) f0 Cl) <br />mach <br />— <br />r,...," <br />6,20 0 <br />t LL 00 <br />U <br />C <br />0 <br />Y <br />Q rn <br />Lo O � <br />rnQ o <br />B Do <br />LO <br />N <br />,Cl Ic�-Z1 <br />cp <br />UL <br />rhNr�iN <br />w <br />C LL O <br />C1�3 <br />-CN5 <br />NNl. H <br />N Q v),'E <br />J,.. LI 5. <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />C) <br />Z cV <br />O a� <br />C:) <br />M O <br />r>-I <br />M <br />z <br />0 <br />Q L- L.L <br />aUCL0 <br />z�fu <br />LLJ <br />W <br />lO <br />C1" <br />0z <br />Ln <br />Ln <br />W� <br />z Qa <br />f <br />Z <br />�ao0, <br />�oZZ <br />W <br />f J <br />W W O <br />� W N <br />W <br />F- W <br />L <br />_Z <br />� <br />o� <br />} O <br />> <br />� <br />Z <br />DC <br />L L. <br />a <br />z� <br />Ln <br />~8 <br />- <br />N <br />O <br />o <br />O <br />J z <br />U <br />x- <br />0 O <br />O <br /><Ro <br />�Y� <br />J <br />O <br />x O <br />o <br />O <br />g cc <br />�ii�a <br />N <br />^ <br />z¢oa <br />W � J <br />�/ <br />�aa¢ <br />Q <br />0 <br />$ou-o <br />Z <br />w <br />J <br />Lr) <br />w <br />QW= <br />L]jQ <br />oho <br />,--I <br />Q <br />Z <br />W o <br />¢Iz <br />Ln <br />Z <br />aZ <br />z <br />OLU <br />^ <br />Q J <br />= <br />aLn <br />r-1 <br />T--I <br />Q- <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />7.0 <br />