Laserfiche WebLink
0 <br />D <br />.'.'.'. <br />- - <br />1 <br />1 <br />; <br />1 <br />1 <br />i <br />m <br />m <br />• ' • <br />N <br />: <br />. <br />W <br />oo <br />W <br />W <br />n <br />C- <br />to <br />CJ3 <br />CJ5 <br />D <br />D <br />• . <br />.. <br />.... <br />r <br />::: <br />T <br />.� <br />::. <br />D <br />:::: <br />D <br />.'.'.'. <br />0 <br />.'.. <br />D <br />D <br />D <br />• • <br />E1 <br />EJ7 <br />EJ7 <br />EJ7 <br />J—JS <br />(2 <br />I EJ7VA <br />O <br />TYP. BM T <br />COR <br />I 95 EJ7VA D <br />� <br />0(2) <br />EJ7VA <br />o. <br />FG1vI <br />18 <br />2x12 #2 SYP WD. BM. w/ 7/1 <br />FLITCH PLATE. BOTT. OF B6 <br />USP HD41 OF w/ (10)10d NAILS <br />3/16" TAPCONS TYP. BEAM T( <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />ol <br />EJ7V <br />EJ7 <br />i <br />EJ7V <br />EJ7 <br />tall <br />EJ7V <br />CJ5V <br />CJ3Vd <br />Cil <br />CJ5 <br />yEJ7 <br />CJ3 <br />C- <br />JJI w <br />0 <br />I <br />CJ1 <br />lip <br />A <br />0,(2) <br />J <br />VER <br />B @ 7 -0" <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 />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 1/718-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5WANCH./1810dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH.I2010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2- <br />HTT5 <br />3225 <br />5/8" ANCH.128)10dxl-i/2 <br />HD3B * <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 />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />565 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <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 />0 <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 />24-10d 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 />SPT24 <br />1030 <br />12 -10d <br />P2 <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 <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 3112 & LOWER. <br />LOADS — ROOF = L / 360 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 <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />te) <br />B) <br />t <br />(A) <br />(+) <br />PLY <br />I ORMY <br />CARRIER <br />1-&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 (8) <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) 2A 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 />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />yy CA�RRR�EERR �A) i� <br />1 P2 <br />INTERSECTIONS. <br />SPLICING <br />x CONT LEDGER—t <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 />SCALE: Y4rr=V-0" <br />0 <br />0r <br />Z co <br />o <br />_ <br />Z C° <br />Z <br />Q <br />J <br />z <br />c/i t9 <br />N <br />w <br />C6 p <br />U — <br />O w <br />V) IN <br />F- <br />oco <br />a <br />�V, <br />~ U <br />)N <br />U-1 <br />H E <br />— <br />CD <br />C ca M <br />T -0 - <br />O Oo <br />N <br />LL co <br />O <br />Ua) <br />C Y <br />U)Qo <br />L) O ;r <br />Q rn <br />rnQ 6 <br />N�C•BKD•C <br />e <br />B <br />D® <br />1 ;-/�01•�iFJ <br />0 <br />a .&7Nr�M1 <br />eYi <br />0D <br />�ii INNESS <br />M,\\\\'�!)QIIa6i1Q <br />LLZ <br />W N ¢ M <br />6 CU <br />U <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 />C) <br />Z fV <br />0 % n <br />C:) <br />F> ro <br />M <br />Q U) 'gyp <br />z <br />a U) <br />WON <br />Ln <br />z F--;Q. ` M <br />U Q00 <br />%.s <br />Z (� <br />WJ C=) <br />d' <br />0, <br />za <br />z¢ <br />Z <br />a8, <br />�48,0, <br />� z z <br />K J <br />z <br />oLo <br />a <br />�3 <br />N <br />LC) <br />1= <br />OU <br />-0 <br />�---1 <br />O <br />0 <br />= <br />0W <br />LL_ <br />C¢f <br />�Q! <br />QO <br />O <br />� m a <br />0 <br />rj <br />WWLUz-'a <br />Q <br />O�O <br />Z <br />Z <br />f ` <br />ui <br />f <br />¢ LL 0 <br />w <br />J <br />--I <br />I LL1 <br />di <br />O <br />on <br />00 <br />Q <br />z <br />ty r- H <br />z <br />1,0 <br />Z <br />�� <br />Cal <br />o <br />g <br />¢z <br />U, <br />�, <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />7.0 <br />