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S3 <br />EJ7 <br />;; <br />EJ7 I <br />(2) <br />• : <br />; <br />EJ7 <br />:: <br />... <br />... <br />... <br />.. <br />... <br />! 1 <br />11 <br />EJ7 <br />EJ7A <br />j j <br />EJ7 ' <br />D1 <br />ES3 <br />EJ7A <br />•• <br />EJ7 <br />J7A <br />•.. <br />EJ7A <br />.. . .. <br />:::: .. <br />:::: .. <br />. <br />... . <br />... <br />. . <br />. . <br />... <br />. .. <br />.... .. <br />(2 <br />J7A <br />X <br />IEJ7A <br />EJ7A <br />� <br />... <br />... <br />J7A <br />.. <br />7 <br />:: <br />:• <br />D1 <br />,• <br />EJ7B <br />' EJ713 <br />" <br />CJ3A <br />COND. <br />J <br />1`��P <br />A M <br />r- <br />a <br />a <br />G1 <br />a <br />a <br />LLi <br />a <br />M <br />a <br />m <br />Q¢ <br />m <br />Q <br />a <br />•• a <br />e- <br />a <br />r <br />a <br />r <br />a <br />f- <br />¢ <br />:: <br />a <br /><D <br />a <br />ao <br />a <br />OT <br />a <br />• • <br />'� ` <br />•a <br />a <br />m <br />m <br />: <br />C7 <br />m <br />U <br />U <br />U <br />Maw <br />(2) S3 A (2) A (2) <br />A <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE USP 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 10 <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 />I 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. / 18 1061-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / <br />20 1061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5B" ANCH. / 26 1061-1/2" <br />H775 <br />3225 <br />5/8" ANCH. / 28 10dx1-1/2 <br />* <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />37855/8" <br />ANCH. 3W STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />H * <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 />HUS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 -16d x 31/2" <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 31/2" <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 -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 />24-1Od 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 />645 <br />555 <br />1 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 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/ 318" 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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />++) <br />(B) <br />(A) <br />( ) <br />(+ <br />11�-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 I-). <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. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 2R 2�POLCLF�RR� -:A) <br />INTERSECTIONS. SPLICING / <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-V 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 />(D !P0 <br />o <br />z <br />Q <br />J <br />o.. <br />Z <br />V) <br />Tra <br />4-J w <br />Q <br />"U <br />— <br />0 W <br />m <br />E <br />� <br />co <br />V)o <br />0 <br />U <br />0 <br />m !` <br />LL <br />E <br />mM M <br />C N co <br />2 :O M <br />O `o N <br />U <br />= a) <br />n, (D <br />r- LL 00 <br />S - <br />0 <br />Y <br />Q rn <br />O u 7 v <br />rnQ o <br />A, <br />N•C,B D,C <br />!FF r ti. <br />\yFl5�4CV <br />co <br />�iNry+l <br />Q �i <br />z.b <br />C0 <br />E�� <br />W <br />4 N . <br />L6 v?7,, <br />�� <br />• <br />� � <br />W <br />W�... <br />M <br />O <br />I <br />s <br />z '? <br />Q0. <br />LL <br />o� <br />Wo.�•i.P <br />To the best of the Engineer's knowl'edJ4,104Waton, 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 />O <br />O <br />Z (V <br />0 <br />ro <br />> U) <br />M 0 <br />Q V) -gyp <br />a (A�t- <br />z <br />Ln <br />Q L- U- <br />. <br />zc�-. <br />a, V. <br />Q 0 <br />N- <br />Q <br />z E-i <br />Z ~ <br />� W <br />d' <br />J <br />oZ <br />za <br />c��o� <br />Z O <br />`ZZ <br />u <br />V <br />p- <br />�o�W <br />wy� <br />f� <br />0 <br />z� <br />N <br />�i <br />I� <br />2 <br />Z Z <br />Z Z <br />¢ O <br />Z <br />L.L <br />4 3: <br />C <br />M <br />jr <br />F <br />-0 <br />-� <br />1 <br />0 <br />S <br />Z <br />CL <br />LL <br />L.L. <br />a <br />0 <br />0 <br />>r OZOZ <br />00� <br />�0ma <br />0 <br />a � a <br />Q <br />Z <br />rxo <br />ao <br />Z <br />W <br />U) <br />LLj <br />Wfl- <br />�3 Z, <br />J <br />T-4 <br />oZo <br />W U <br />'2 ¢~ <br />TI <br />Q <br />Z <br />F- <br />W Z <br />Ln <br />Z <br />aN <br />Im <br />� <br />LLJ = <br />a U <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M)AMES <br />VERSION N0. 10 <br />SHEET NO. <br />7.0 <br />