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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 />5/8"ANCH.118 1061-1/2 <br />HTT4 <br />2715 <br />50ANCH.1(20)10dx1-1/2 <br />J <br />HTTS <br />4350 <br />3740 <br />5/8"ANCH.! 26 10dx1-1/2" <br />HTT5 <br />3225 <br />50ANCH.I(28)10dxl-1/2 <br />K <br />HD B * <br />1 3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />- <br />2 - 518" DIA. BOLTS <br />L <br />HD B * <br />4505 <br />785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />- <br />2 - 7/8" DIA. BOLTS <br />M <br />HD76 * <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 />116511070 ** <br />1005/915 ** <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 />1 1195 <br />1005 <br />14-10d x 1-1f2" <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 />1410d x 1-1f2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 -10d 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 />j 10 - 10d <br />I SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />112-10d <br />SPT24 <br />1030 <br />12-10d <br />CP2 <br />1 645 <br />555 <br />1 12-1Old 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 / 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 I TRUSS <br />++) <br />(B) <br />B) <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 <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 FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />OR <br />J�/ <br />2 Pl�yy CARRIER—J <br />INTERSECTIONS. <br />SPLICING <br />2 <br />x CONT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE V-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 />�--� <br />--- — <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />X <br />---- <br />JFT2 <br />SHEATHING (SEE TB13 <br />FOR INFO <br />x <br />--- — <br />IN— <br />LL. <br />FOR NAILING tNFO. ) <br />PLYWOOD <br />FG3 <br />_ _ _ _ _ <br />\, <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />FT5 <br />I <br />I I <br />I <br />I <br />I <br />I I <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />COND. <br />COND. <br />I <br />I I <br />I <br />I <br />I <br />I I <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />I <br />I I <br />I <br />1 <br />I <br />I 1 <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS EA. TRUSS�', <br />2 TYP @ 2 STORY A 2x BLOCKING W/(2) 12d <br />D2 S6 NAILS @ EA. END <br />SEE PLAN <br />TRUSS BRG. <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 />rFCO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = V-9' <br />MAIN FRAMING PLAN <br />0 <br />0!� <br />z o <br />�q <br />Z <br />Q <br />a <br />V7 (D <br />sis <br />ID(a <br />4'—J Lu <br />U — <br />O w <br />F- <br />E <br />V) <br />h- <br />0 <br />O co <br />U (6 <br />o m a) M <br />f-- E <br />-r; <br />all <br />m 'a N <br />Ooo <br />= ai <br />a) <br />U� <br />- IL m <br />-5 - 00 <br />Q <br />moo <br />C It <br />o <br />rn <br />m <br />A <br />1 <br />N C BDC477 <br />wa <br />® <br />zt <br />) <br />N� <br />o <br />o <br />o <br />P• <br />(5, <br />J Z•, <br />LL <br />o <br />.IL N <br />, s <br />LI <br />J a <br />L` <br />- <br />9 LL'` 8 <br />Ytp V ¢ g �Y=t� <br /><A u> 0) <br />M <br />fnk,,c <br />LLE4` ID <br />W �-N4 <br />�jJ'?g5e�ltlp� <br />I" <br />❑ ❑ <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 5th 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 />c <br />Z r4 <br />O 0) N <br />Q V) rozro Ln <br />(Al�i N <br />) <br />Ln <br />Q � L <br />,-7 Z i- >- . M <br />(10,-q <br />�V <br />C00 <br />Q <br />z�� <br />WJ 0 <br />d- <br />0 <br />W� <br />z a <br />a� <br />Z <br />zoo <br />Q <br />Zew <br />—� <br />�oWZ <br />Lu <br />g <br />0 <br />8 <br />Z <br />10w@ <br />oN <br />Zo <br />01: <br />�z <br />5� <br />Z <br />LL <br />O <br />~ <br />O <br />oN <br />> <br />N <br />O <br />to <br />J <br />ILLOZ <br />o� <br />O r <br />Q y <br />-1 <br />y a'. <br />O <br />X U.0 <br />U <br />og, m a <br />N <br />CC <br />ZL42 <br />w a Z 2 <br />Z <br />z <br />(V <br />N <br />Ln <br />� <br />J <br />LL 1 <br />a <br />la- o <br />�¢ <br />oUj <br />lfl <br />Q <br />z <br />z <br />«0 <br />iV <br />z <br />a z <br />o <br />I� <br />Q <br />:5 <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION NO' 10 <br />O <br />SHEET NO. <br />7.0 <br />