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TYP <br />A <br />(2) <br />A <br />U <br />> <br />N <br />�, <br />CJ1 <br />CJ3 <br />CJ5V <br />CJ5 <br />I�YI <br />EJ7V <br />EJ7 <br />II <br />I <br />I <br />j EJ7V <br />EJ7 <br />" I <br />EJ7V <br />EJ7 <br />EJ7V <br />�1 <br />I <br />EJ7 <br />li <br />� 1 <br />' <br />EJ7V <br />1 1 <br />I <br />EJ7 SIMPSON HU410 w/ (18 TITEN <br />1/4" x 2 3/4" & (10) 1Od NAILS <br />� 1 <br />I (2) 2x12 #2 SYP WD. BM. w/, <br />EJ7V <br />— — <br />EJ7 FLITCH PLATE. BOTT. 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BM <br />TO CO. <br />CORNER <br />W <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 />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. /(18) 10dxl-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)10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-1/2 <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 />HD7B * <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 31/2" <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 31/2" <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 />14-10d 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 />1 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 />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />20 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 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 />2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 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 (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) 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. Rt <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 T-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 />(A) <br />OR 2 PLY <br />:ARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4 "=1'-0" <br />W N Ai <br />aR0 <br />�Z : SE �'• . <br />'Cj <br />N <br />e. <br />U '0� <br />�• <br />' <br />s O <br />ROFESS;,.�\ <br />11111.111 <br />To Bre best of the Engineers 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. Engineers signature and seal is only for <br />the stnrctural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />��pp ��pp <br />W 8 V N 9 <br />C # u_ <br />rjr°' lJL J d <br />LL <br />11 13 Q <br />W to <br />4r) Lu <br />LLu- d 0. <br />Z <br />L 0 O <br />a' <br />W <br />m J <br />7 l0N(O m m <br />¢ 0 a <br />Z <br />CL <br />oLW <br />z <br />� M605 <br />iN <br />z <br />Q I— J <br />°U ❑❑❑ <br />W <br />Y' <br />V <br />Z N <br />Z <br />Z <br />J <br />N <br />N <br />Z .2 <br />■ <br />� <br />0 <br />_ s <br />- <br />U <br />0 <br />W <br />� <br />m <br />C A <br />O <br />coo1Z1}p <br />h <br />W <br />2 <br />lL <br />1= <br />�O <br /><A <br />O0 <br />E0 <br />co <br />o f <br />aoa <br />i0 <br />Z 9 <br />Uo <br />I— <br />p <br />X U <br />K F <br />Oz <br />o r6 <br />cat <br />� <br />�z <br />8 <br />ao <br />1w <br />4_9 <br />ra <br />N C <br />m� 0 <br />ti <br />oti <br />z <br />f%) J <br />N <br />w <br />amZ <br />8 <br />Z <br />aZ <br />J <br />aLL <br />wa <br />co <br />1 <br />N <br />V�+ <br />21 <br />>M <br />� <br />m <br />W <br />\ <br />.� <br />ro <br />Ln <br />W °D <br />a <br />0 O <br />LO <br />. _ <br />>+ N <br />r <br />r <br />Ln <br />o ro�)- <br />T- <br />E <br />N <br />o <br />to <br />E O <br />y <br />m <br />c <br />ea <br />a <br />£ <br />U 0 <br />o <br />Q p <br />°� <br />JOB <br />NO: <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />