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rA TYP <br />(2) <br />A <br />U <br />tU �1 CJ1 <br />CJ3 <br />I <br />CJ5 <br />EJ7 <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 SIMPSON HU410 w/ (18) TITEN <br />1/4" x 2 3/4" & (10) 1Od NAILS <br />I <br />EJ7 �2LITCH PLA EP OTT. OF BP <br />181 <br />FG1 <br />DE <br />Sim <br />Iff <br />I I <br />n. <br />W W <br />m 0 <br />NCJ3V <br />VCJ5V <br />EJ7V <br />(2 <br />XEM <br />a <br />Q <br />0 <br />If <br />% � <br />I <br />� ` <br />/ <br />I 1 <br />(2) <br />X <br />II <br />I <br />I <br />I <br />I EJ7V <br />I <br />n I <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V-- <br />EJ7VA <br />0 <br />� <br />-P EJ7VA <br />I� <br />¢ <br />¢ <br />Q <br />EJ7VA <br />EJ7V <br />a <br />E7 <br />a <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />JIIiIII <br />U <br />/16" OSB <br />1. @ 6'-8" <br />TYP. BM <br />TO CO. <br />CORNER <br />1 <br />S5 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q 1 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />SYP SPF SYP I SPF <br />A <br />I HETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <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 />1870 <br />1585 <br />10 -10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 -10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 -10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 -1Od x 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 1 0dx1 -1 /2 <br />HTT4 <br />4215 <br />5/8" ANCH. /(18)10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26)10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-1/2 <br />K <br />HD38 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <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 />5350 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD78 * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />10140 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1000/1080** <br />— <br />8 -10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 -16d x 3 112" <br />HUS28 <br />2950/5090 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1Od x 1-1/2" <br />S <br />MTS16 <br />990 <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 />990 <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 <br />3965 <br />3330 <br />22 -10d x (1) 5/8"ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X" IHTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" <br />SP1 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12 -10d SPT24 1090 12 -10d <br />HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 I 570 1201110d 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 THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 <br />LOADS — ROOF = L / 360 FLOOR = L 1480 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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <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 />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 DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW, TYP. AT INTERIOR BEARING U.N.O. <br />REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />■■ <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />OWN , <br />" r <br />- <br />Gr <br />To the best of the Engineer s knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />F co 8 cq <br />10" <br />5u. u-LLaa <br />0) <br />0) vi M S LL , tq x <br />LU Ypp <br />13ZLE ��on 0It <br />Moo <br />�y8 � <br />77 m MOSS. <br />W m0�_m <br />2 E rn rn <br />W J <br />M*�-N O 50 <br />N�MZ v °O <br />L <br />a•j <br />� <br />z ° 0 0000 <br />W <br />Z Q�LO <br />Q g <br />o <br />Z <br />J C1 <br />d N <br />U) <br />1 z <br />.2 <br />�-J LL <br />U � < <br />OW <br />N c <br />In <br />U_ 00 <br />0 <br />j <br />_ <br />`I <br />co <br />M <br />M <br />LL <br />� <br />O <br />z <br />a <br />Z<jp <br />Q <br />E E <br />pa <br />fV <br />az <br />30 <br />v� <br />z <br />O E <br />N <br />°�z <br />9, <br />w0 <br />a❑ <br />wi <br />¢� <br />.� <br />ra <br />N ,_� <br />ms <br />0 <br />ZLL <br />z <br />cis � <br />J <br />w m <br />0," <br />a W <br />�w <br />W <br />Q 3 <br />T <br />N <br />= <br />U <br />'ay T <br />3 <br />J <br />o <br />¢ <br />= <br />�o <br />v <br />gIc <br />a <br />03 <br />M <br />>M <br />O <br />\W <br />m <br />N <br />J <br />^ <br />a <br />o <br />O <br />aFn <br />CO <br />C <br />N <br />LO <br />Lsn <br />.� Z N <br />r <br />r- <br />2 Lo Or-OCD r <br />r <br />c M <br />N <br />Z <br />E y <br />N <br />�° <br />C <br />C <br />0- <br />ci o <br />JOB <br />NO: 20-1129 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />