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Il. _' _. `.L __ii <br />ON <br />(2) <br />cn LO A <br />(� U U <br />CJ <br />Q <br />0 <br />F- <br />Q <br />iI— <br />/ <br />1 1 <br />; <br />� 1 <br />� 1 <br />W W <br />m m 00 co m coM U <br />I I <br />I <br />" <br />SIM <br />E1 <br />_ <br />FG1 <br />18 <br />D1 <br />2) 2x12 #2 SYP WD. BM. w/' <br />EJ7 (\_ <br />FLITCH PLATE. BOTT. OF Ell <br />g) TIT <br />EJ7 1S/I4" x 2O3/4" & (10)y10(d NAI SEN <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />I <br />CJ3 <br />y✓� CJ 1 <br />CJ3 <br />" I CJ5 <br />I <br />N <br />Q <br />O <br />Q <br />X <br />to—� <br />Q <br />H <br />Q <br />H <br />Q <br />rr <br />tcry—y <br />¢ <br />t— <br />Q <br />Q <br />Q <br />H <br />Q <br />I- <br />Q <br />Q <br />Q <br />C7 <br />LO <br />I <br />EJ7 <br />"r <br />EJ7 <br />EJ7 <br />EJ7 <br />JM <br />X <br />(2 <br />X <br />EJ7V <br />II <br />I <br />EJ7VA <br />it <br />I <br />EJ7VA H <br />Q <br />(2) <br />X <br />EJ7VA <br />CJ5V <br />CJ3V <br />CJ1V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />"I <br />1 EJ7V <br />EJ7V <br />��� <br />TYP <br />A <br />ZA U U U <br />(2) <br />1 <br />S5 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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 />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 - 10d x 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 118 10dx1-1/2 <br />HTT4 <br />4215 <br />5/8" ANCH. / 18 10d A-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. ! 26 10dx1-1/2" <br />HTT5 <br />5795 <br />1 518" ANCH. / 26 10d A-1/2 <br />K <br />HD3B ' <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 1/2" <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 />14-10d 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 />14-10d 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 />14-1Od 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 />1 <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" <br />HTS 20 <br />1310 <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 />555 <br />535 <br />10 -10d <br />SPT22 <br />735 <br />8 -10d <br />SP2 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />590 <br />555 <br />1 12-1Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)1 Od 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 / 480 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 />TYP. BM <br />TO CO. <br />CORNER <br />►/16" OSB <br />A. @ 6'-8" <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <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 (B) 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) 20 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 y �y Cq�R�ER <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1`51 /02 x CON' LEDGER �� A) T$ <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 6-0" 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 />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />N <br />6� <br />_ <C <br />J N, N <br />• J <br />F L O - <br />, <br />To the best of the Engineers knowledge, Information and belief, <br />the stnrctural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />ie ^ <br />04 <br />wa <br />Y0l <br />IA <br />04 M LL LL <br />_,, W <br />LL to <br />J LL 1 <br />_ <br />103 ag <br />% --;; o <br />£+fig MmIL � <br />N co <br />W <br />lfl <br />82,I ¢ i <br />= <br />M c <br />N N Q 0 J <br />W <br />0 <br />Z � " <br />Z <br />z <br />J <br />a <br />U) <br />iX <br />v <br />o <br />'v <br />o <br />OLU <br />s <br />V) <br />N <br />Q N, <br />M <br />0 <br />affa <br />i= o <br />ZCD <br />E <br />" f0 <br />8 <br />�a <br />a� It <br />33 <br />� <br />zV) <br />J <br />fff���j °' <br />� <br />11 <br />` <br />p <br />8 <br />W <br />Ca <br />aw <br />=jyZQ <br />FC <br />y <br />SI� <br />O s <br />p S <br />>M <br />as <br />1 <br />W <br />"o <br />00 <br />,! <br />C <br />> <br />in <br />O N <br />N <br />0) <br />Ln <br />r <br />� <br />r <br />� � <br />Ln <br />T <br />EE <br />T— <br />N <br />N <br />d <br />Z <br />O <br />` <br />JOB <br />NO: <br />20-6577 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />