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50'4" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />18'.4" 12'-8" 19'-0" <br />O CONNECTOR SYP CAPACITY SPF FASTENERS CONNECTOR SYP CAPACITY SPF FASTENERS <br />A TYP. <br />U.N.O. <br />A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" <br />B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" <br />C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" <br />D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" <br />E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 14GO 1400 10 - 1Od X 1 1/2" <br />.— U <br />C <br />U ] II I) II E.��IA EJ7 II �) II II II II II II �I II II i„a <br />EJ7V EJ7 <br />1 cM '� <br />00 <br />CJ3V ti��G "' 9'-4" LG. A CJ3 <br />= O II II (I II'Cn,II I) II (I I II II O II II II = <br />CJ5V D N CJ5 <br />II <br />C — _ — 6F — — <br />=47R <br />2`O M c R <br />J A (2)O 6E <br />_ = <br />j <br />4 <br />F HHETA20 2235 10 - 10d x 1 1/2" <br />G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 t/2"& 8-10d <br />H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 10dx1-1/2 <br />J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 <br />K HD3B * 31 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS <br />L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS <br />M HD7B * 6645 5650 7B" ANCH. 3/4" STUD BOLTS TDX10 7845 = 4 - 7/8" DIA. BOLTS <br />N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** 8 - 10d <br />P H 2 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" <br />Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" <br />MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" <br />S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" <br />T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 1005 14-10d x 1-1/2" <br />U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V LGT2 2150 1850 (16)16d SINKERS & LUGT_2 1850 1810 (16)10d NAILS AND <br />6D <br />(7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE <br />TITENS BOLTS <br />A @ 24" <br />11'-4" CLG.'-4" CLG. <br />2.75 VAULT O.C.006C <br />HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />m <br />— — — — — — — — — B _ _ = <br />0 <br />— — — — — — — — — z <br />6A 0° <br />A <br />TYP. <br />U.N.O. <br />SP1 585 535 10 - 10d SPT22 685 8-10d <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <br />* H P2 645 555 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 TO BE SIMPSON "SET" U.N.O. <br />5F <br />— <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />— — — — — — — — — — — <br />c3),2dTOENAtI_S. <br />5E TRUSS TO BRG. _ <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />WALL BELOW <br />5D <br />++) <br />OP <br />LO <br />rA <br />S3 <br />9'-4" CLG. 11'-4" CLG. 9'-4" CLG. <br />LO <br />(B) (B) (A) <br />TYP. <br />U.N.O. <br />= <br />E <br />W <br />rA o <br />t <br />CARRIER <br />TYP. <br />_ 5CG _ _ _ <br />U.N.O. <br />r — — — — — <br />- <br />0 5B <br />�— <br />o <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") <br />P2 <br />R <br />5A <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 (**). (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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />A U 4G _ — _ _ = <br />ASE <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 />TYP. <br />U.N.O. <br />4F <br />_ _ _ _ <br />' �� <br />�� 9 (3} 12d TOENAILS. 9 -4 CLG. <br />2.75 VAULT 11-4 CLG. <br />TRUSS TO BRG. 4E <br />—_ — <br />7 <br />FOR HIP PLANING TRUSSES. R1 1 <br />�I¢ <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS rwl/02CONT 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 />_ _ <br />— m WALL BELOW <br />J 4D <br />4c <br />W — <br />(3) 12d TOENAILS. ��h 4B <br />TRUSS TO BRG. _ _ _ = <br />> WALL BELOW 9'-4" CL <br />LO 4A <br />NOTE: <br />SEE D1 SHEET FOR TYPICAL <br />ROOF FRAMING DETAILS <br />A TYP. <br />3B U.N.O. <br />_ <br />o <br />CJ_5 _ _ _ _ _ = <br />9'-4" LG. I �� <br />= <br />— _ <br />CJ3P <br />C <br />"— <br />1 II' 3A <br />U U <br />10 H <br />�A <br />N <br />A TYP. — — — 9'-4" CLG. — — <br />U.N.O. — — — — — — <br />m <br />A T <br />TYP. <br />U.N.O. <br />60 <br />A 2C <br />TYP. 1A <br />U.N.O. <br />0 <br />9 <br />_ r <br />T <br />N <br />- <br />9 <br />S5 <br />A TYP. <br />9 U.N.O. <br />22'-0" <br />9'-4" <br />S5 <br />18'-8" <br />ROOF FRAMING PLAN A SEE D1 SHEET FOR <br />TYPICAL ROOF <br />SCALE: %4'=1'-0° FRAMING DETAILS <br />z M <br />O <br />z� <br />Q <br />J <br />o_ <br />Cn z <br />O <br />cn <br />(DMu <br />4--J w <br />— <br />W <br />O <br />I, <br />N <br />U)0 <br />Vi <br />~ <br />i� U <br />mti <br />0M <br />W <br />H <br />— 0 <br />M <br />C cc C`9 <br />c`0 -O M <br />O oo <br />di <br />t LL co <br />O <br />) <br />O <br />Q 0 <br />$ o <br />A 1rsrA <br />N-C a D C <br />r11111 <br />�`"'.cvnZ '�z• <br />�..L �a <br />LLtlal <br />NaMgPns.da; d�F���� <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 />zN <br />O au r, <br />" a--' O <br />� M O <br />M <br />Q�p� <br />a cn•�� <br />L_LLun <br />Q <br />/\ <br />rL ` CO <br />LL <br />00 <br />4 <br />WJ <br />z c° <br />0 <br />d• <br />O Z <br />W LL <br />W z F- n; <br />03 <br />�l_IZ0 <br />0ZZ. <br />}z¢U <br />zr<U <br />_ w � z <br />�g W �ei J <br />r-i <br />a U KKK O <br />O 4 0� w o <br />0 5 W 04 <br />O <br />~W z <br />J <br />O <br />LA <br />Q <br />r4 <br />- <br />lV <br />-� <br />L <br />7 <br />J <br />O¢ <br />z <br />Q <br />opaZ. <br />zCe2 <br />O W H <br />Z <br />� !a <br />ZO'�ZZQZ <br />^, <br />W <br />�'-� <br />QZ <br />~F° W QU <br />w OLLz¢ <br />.-� <br />N U_ <br />c7t X � z <br />Ce <br />��ZW <br />O <br />O <br />(� LL <br />a <br />z <br />.. <br />.. O <br />LU <br />�-- <br />z O <br />z <br />0-Of <br />�O <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 17-4138 <br />SHEET NO. <br />6 <br />