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51 <br />(2) <br />2) A <br />flEl <br />A <br />1 <br />U <br />-0 <br />J1 <br />CJ1 <br />� <br />LO <br />U <br />CJ3 <br />Cl) <br />U <br />In <br />CJ3 <br />CJ5 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />;; <br />EJ7 <br />2 () <br />X <br />EJ7 <br />:: <br />... <br />... <br />... <br />... <br />... <br />... <br />11 <br />11 <br />EJ7 <br />• <br />EJ7A <br />; <br />: <br />11 <br />1 1 <br />1 1 <br />I <br />EJ7 <br />EJ7A <br />A <br />............ <br />. . <br />........ <br />1 1 <br />1 <br />7 <br />I <br />EJ7 <br />33 <br />L <br />EJ7A ¢ <br />G1 <br />EJ7A <br />.. <br />.'... <br />.'... <br />..'.'• <br />• ..'. <br />T <br />N U J11 <br />U <br />. • • <br />... <br />. • <br />... <br />... • <br />I <br />EJ7A <br />Cry <br />(2 CJ31 <br />EJ51 _ <br />EJ7A <br />U <br />EJ7A <br />' <br />U <br />' <br />:7 <br />•GJ•3 <br />' <br />EJ7A <br />.... <br />.... <br />... <br />o. <br />ERB <br />:: <br />L <br />EJ5 <br />EJ5 <br />EJ7B <br />CJ5B <br />•• <br />EJ5 <br />n. <br />CJ3A <br />Q <br />U `n <br />U <br />a <br />rn <br />Q <br />a <br />Ln <br />Q <br />Q <br />Q <br />Q <br />; <br />Q <br />¢ <br />Q <br />¢ <br />r <br />a <br />;; <br />a <br />¢ <br />¢ <br />< <br />ao <br />a <br />a o <br />:� <br />m <br />m <br />U <br />U <br />U <br />U <br />CJ3 <br />U <br />COND. <br />IA <br />CJ1 <br />a <br />. <br />UA= <br />U <br />(2) A (2) (2) <br />A S3 A A <br />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 1 112" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-1Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dx1-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 1061-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <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 />378 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <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 />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HUS26 <br />1 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 />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 />14-1Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1 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/ <br />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 />^X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d 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 />HC 2 <br />1 645 <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 / 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 <br />& 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 />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 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 <br />1 OIR CONT LEDGER 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'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DE I AILS <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: %4"=V-0" <br />Q� <br />z M <br />0 <br />O <br />— o <br />z� <br />z� <br />Q <br />J <br />coz <br />O <br />cn <br />i—� w <br />nU — <br />0 W <br />V) = <br />1 <br />E <br />o <br />r^ � <br />M <br />v , r- <br />O 0 <br />U <br />�M <br />LU <br />EO <br />c m <br />MD M <br />Ri— U <br />o <br />O o 0 <br />= a> <br />a) <br />Uaoi <br />�cLL00 <br />:5 00 <br />Y <br />moo <br />u7 O 't <br />o <br />Q rn <br />o. 1- <br />M Q o <br />A1 <br />ncaDc <br />"Fri <br />F, <br />to Iur�l <br />13L IF, <br />8 ,' <br />W�'yl <br />> N- <br />LL. <br />al <br />W ° ¢ LL <br />_ w <br />Z p <br />co <br />('� <br />�c NONI� �1n <br />7sy <br />M <br />LL <br />LLI <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 />O <br />� <br />Z <br />O <br />4-J <br />I>-IO <br />M <br />-0 <br />Q <br />a- cn 'L.. V_ <br />U_ <br />L2' M <br />oC U 170 <br />Z 3i E <br />(O <br />W J <br />oZ <br />o <br />a <br />z a <br />r~ <br />z <br />LU <br />U Z 8,0 <br />�< <br />Cl Cr Q <br />I..L <br />0 W Z <br />J <br />F- <br />zOV <br />W <br />`1W wo <br />F <br />o0 <br />zz <br />}o <br />�- <br />aE <br />f <br />F <br />T—I <br />g <br />z <br />O <br />-0 <br />LL <br />D <br />ro <br />M <br />8 <br />O <br />C: <br />O <br />J Q <br />U <br />i7i <br />(u <br />JLu <br />LL <br />LL <br />o� <br />aRz <br />0 <br />c:. <br />O <br />U .2 m <br />rZa a <br />N <br />A <br />� <br />wy 0 J <br />LL <br />on W <br />0 <br />Q <br />Q, IW - <br />Z <br />Z <br />N <br />Wo,u-o <br />aWo� <br />W <br />J <br />Lri <br />�y�c <br />W <br />=¢LL8 <br />�,owo <br />G <br />Q <br />O Y a <br />Q 1­- <br />0W <br />Q <br />Z <br />F 0 <br /><� <br />*k <br />Z <br />a Z <br />m <br />rn <br />Q <br />J <br />= <br />�a <br />< z <br />,--I <br />a <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION N0. 2,.0 <br />SHEET NO. <br />7.0 <br />