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an61-01 <br />N <br />M <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />LISP 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 - 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 />1 455 <br />320 <br />18 - 8d <br />RT3 <br />610 <br />525 <br />18 - 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 - 1 Od 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. 08) 10dxl-112 <br />HTT4 <br />2715 <br />5/8' ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8' ANCH. / (26) 10dxl-1/2' <br />HTT5 <br />3225 <br />5/8- ANCH. /( 8) 10dxl-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />15/8" 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. 314- STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HQ7B * <br />6645 <br />5650 <br />17/8"ANCH. 3/4"STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N_ <br />LUS26 <br />1165/1070 <br />1()05/915 <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 />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />1 14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22-10dX(1)518"ATR 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 />TITIENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4'. x 3"WEDGE <br />BOLTS <br />1 <br />IWI <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 />12 - 10d <br />SPT24t::t <br />1030 <br />1 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />1 12-1 Od X 1 1/2- <br />L <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 (B) TRUSS <br />(+ +) <br />A 11 <br />A I I I I\N <br />A <br />(A) <br />(+ <br />"\—1 OR 2 PLY <br />CARRIER <br />-rl—T-T- <br />1-8-8 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 />INTERSECTING <br />POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 28"x 3"GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 49'OC. (+) <br /><iv <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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 />L <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1OR <br />F R <br />INTERSECTIONS. <br />SPLICING <br />2 <br />xj!V <br />0 T�Ig�l <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-O"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 TB1 3 <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 />STRUCTURAL <br />SHEATHING <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 />I ik SEE PLAN <br />. '-f TRUSS BRG. <br />CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />CO3� CANT. FLOOR TRUSS CONN. <br />SCALE: 314" = V-0" <br />MAIN FRAMING PLAN <br />SCALE: Y4"=V-0" <br />(D <br />z <br />z <br />z <br />CL <br />(nv) Z <br />Cz <br />(3) <br />C-1) <br />4--J LU <br />0 LU <br />E <br />0 <br />2 C, <br />0 CD <br />rn I- <br />c) <br />. -M <br />'M - <br />E <br />0' <br />� 'r- C14 <br />0 O� <br />C- LL <br />0 <br />< <br />6 <br />A <br />RD. <br />I <br />WS z vis E <br />z co.cq <br />Ja- <br />L" aj W <br />Z 0 <br />I It <br />Z <br />W <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 r-4 <br />0 v N <br />1-01 4-1 C) <br />U0 — <br />=) tD <br />> C) <br />M Ln <br />z <br />0 <br />d) — Ln <br />LL e--% <br />zL- <br />F- a> � fy) <br />M T-q <br />cl� U a OC) <br />z E <br />z <br />WLLI C:I, <br />-i C:) <br />z g <br />0, <br />Lzu <br />Izi <br />E16 <br />8 L, I <br />F- <br />0 <br />> <br />Ln <br />;r <br />z <br />Ln <br />LL <br />cr <br />41 <br />0 <br />0 <br />0 <br />U <br />—j <br />LL- <br />U- <br />0 <br />r-4 <br />0 <br />cr <br />6OA80 <br />:W <br />< <br />Z <br />z <br />CY <br />In <br />V-4 <br />1 <br />< <br />Lij <br />2: <br />< <br />z <br />8-1 <br />log <br />00 <br />M <br />Z <br />z <br />'5 <br />t-u <br />Uj <br />0 <br />rn <br />V-4 <br />0- <br />IV,) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO - 10 <br />SHEET NO. <br />7.0 <br />