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CJ11 <br />CJ 11 <br />yV_ <br />7 <br />� <br />aI <br />dof <br />00 <br />--JI <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"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518"ANCH./0810dxl-112 <br />HT74 <br />1 2715 <br />5/8'ANCH.12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.12610dx1-112" <br />HTT5 <br />3225 <br />5/8"ANCH.128)10dxl-112 <br />K <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 - 7/8" DIA. BOLTS <br />M <br />HD7 * <br />6645 <br />5650 <br />718" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 *" <br />10 /915 `* <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HUS26 <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 />1 MTW20 <br />1195 <br />1 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 />24-10d 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 />I SPT24 <br />1030 <br />12 -10d <br />645 <br />555 <br />12-1 Od 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 1360 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 />All I ± <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />148-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 <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. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />�2P <br />(A) <br />INTERSECTIONS. SPLICING <br />ER� <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-W 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 />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />d <br />NAILS @ EA. TRUSS ----FLOOR <br />TRUSS <br />=S=S=K3=&=zS <br />2x4 CONT. RIBBON W/ <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />JSEE PLAN <br />TRUSS BRG. <br />a 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 />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 314" = 1'-0" <br />MAIN FRAMING PLAN <br />SCALE: Y4'=1'-0" I <br />W <br />", <br />Z c <br />Z <br />Z <br />Q <br />a <br />V) UD <br />w <br />w <br />O c <br />� <br />E <br />8 o <br />v, <br />U <br />w <br />&m <br />c to <br />03 N <br />® <br />Ltg � <br />05LO <br />r✓ <br />v <br />Al I <br />1111111111111D. <br />N C•B'D C <br />o, <br />. <br />��$ <br />tj :P, <br />y� _LL N � <br />o_ <br />W �•LL•1 ' <br />u: <br />bo <br />-- <br />. <br />C14.6, <br />d o <br />N �W <br />To the best of the Engineer fdration, and <br />belief, the structural plans and spec katm <br />ions 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 N <br />0 <br />IS t.0 <br />l4 M O <br />M <br />Ln <br />0. cn•L� <br />CL ` n <br />(� d <br />00 <br />� � Q <br />f0 <br />Z <br />CD <br />W <br />J CD <br />Z <br />w <br />zaa <br />=80 <br />Z <br />IL <br />UW <br />0�pf8 <br />v rr <br />Z <br />> <br />J <br />Q <br />o <br />R <br />0 <br />O <br />LW <br />2 <br />J <br />LL <br />UL <br />LW <br />o' u. <br />I"-Ro <br />F <br />o <br />N <br />0 <br />O� <br />Q <br />LL,3 <br />z <br />J <br />.Ln•-I <br />Q <br />W <br />Z <br />Z� <br />$ <br />M <br />m <br />ON <br />o <br />z <br />gUj <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: M]AMES <br />VERSION NO. 5mi <br />SHEET NO. <br />7.0 <br />