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Zly <br />3LOCKING <br />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 />— <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 - 1 Od 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 />17 - 1 Od x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 1 Od X 1 1/2"_ <br />F <br />HHETA20 <br />2235 <br />110-10dxl 1/2" <br />1 <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />19-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />519'ANCH. /08) 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 1 0dx1-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28) 10dxl-1/2 <br />K <br />HD3B* <br />3130 <br />3050 <br />518" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B* <br />4505 <br />3785 <br />518" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B* <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 />LUS26 <br />1 1165/1070— <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 -1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od 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 - 1 Od x 1 1/2" <br />MTW1 6 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />- 10d x 1 1/2" <br />1 MTW20 <br />1 1195 <br />1 1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />1 3140 <br />3140 <br />.14 <br />22 - 10d X (1) 5/8" ATR W1 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)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <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 />spi <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 />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 / 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 />PROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS <br />(+ +) <br />& <br />(B) <br />(B) <br />(A) <br />A 11 11 1 <br />—'ORIPLY <br />ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+I- U-) <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 />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 />H <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 />< <br />FOR HIP PLANING TRUSSES. Rl <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />R 2 P CARR ER—J <br />R 2 PLY CARRIER —(A) <br />10 LY I <br />INTERSECTIONS. <br />SPLICING <br />XC LE <br />ww`2 XCONT LEDGER <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 />ROOF FRAMING PLAN <br />SCALE: Y4"=1'-0" <br />:;7 n <br />C) <br />—0 <br />z <br />z <br />CL <br />z <br />Ln 0 <br />Q) U—) <br />4--J LU <br />r) <br />U <br />0 LIJ <br />V) CL� <br />1- E <br />0 <br />(D <br />co co <br />(A <br />p <br />CN <br />E <br />8 <br />(DCY) <br />Cl) <br />0 CIJ <br />C6 <br />0) <br />U) <br />- LL 00 <br />'� Cj <br />C) CD <br />a) <br />0 fl- <br />co CL 8 <br />'0 0 <br />0 <br />< <br />v 0- ---:, <br />d)< 0 <br />8 Do <br />N c-B.D.0 <br />z <br />C.0 <br />�,Fwi A <br />Z:- 1-w� ZO <br />CS 0. <br />!V*w <br />LLj <br />.1 N 4 �,C, <br />�'I,i 5LL <br />uvv-4-w 2-CY, <br />�-c <br />kqj..- <br />z"o <br />IL_9 <br />z 41 0, <br />'t <br />LU CN <br />< 0 <br />C-) <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 />CD <br />Z (-j <br />0 v <br />1-4 4-J C:) <br />U0 15 �.D <br />CD <br />> <br />C:) <br />4-J <br />V) f0 Lf) <br />WON <br />— <br />U- <br />C). <br />- <br />fu <br />cj� U CL 00 <br />z <br />< <br />z 3i E <br />ru <br />z <br />WLU C) F- <br />-j C:) <br />0z <br />uj <br />z <br />z <br />< <br />z <br />Z80 <br />�Q�Q <br />< <br />63. <br />U Z <br />U 0 z <br />0 ud <br />CL <br />0. <br />�� E a <br />0 Eo <br />Uw <br />Lu <br />U) <br />Z Z <br />0 <br />U <br />> <br />< <br />z <br />_j <br />M <br />CE: <br />LL- <br />:Z5 <br />CL <br />V) <br />D <br />cu <br />-0 <br />0 <br />0 <br />Ln <br />0 <br />0 <br />:j <br />0 <br />r-4 <br />U— <br />LL <br />9LLI <br />Wj 2: <br />89 <br />��Ro <br />:% se I= <br />0 <br />0 <br />A86 <br />U .0, -. 5, <br />E- -0� <br />z <br />LU <br />< <br /><z <br />uj <br />Z <br />z <br />LU <br />Lr) <br />20: <br />Lij <br />2: <br />Hu <br />10 <br />z <br />C) <br />Ln <br />z <br />z <br />M <br />0 <br />LU <br />3: <br />z <br />LU <br />CL <br />Ln <br />2: <br />M <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />7.1 <br />*5 <br />