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M <br />U U <br />J <br />LO <br />Q <br />O <br />_ <br />Q <br />— — <br />1 <br />1 <br />1 <br />1 I <br />1 � <br />1� <br />1� <br />ti U <br />c/j <br />CJ3 <br />CJ5 <br />I <br />Q <br />Q <br />Q. <br />Q <br />Q <br />¢. <br />Q <br />Q <br />M <br />Q <br />Q <br />Q <br />M <br />Q <br />Q <br />rn to to co in m ij <br />I I <br />I <br />I <br />SIM <br />GE1 <br />_ <br />FG1 Ilk 18 <br />D1 <br />EJ7 <br />2) 2xl2 #2 SYP WD. BM. w/' <br />FLITCH PLATE. BOTT. OF Elf <br />SIMPSON HU410 w/ (18) TITEN <br />EJ7 1/4" x 2 3/4" & (10) 1 Od NAILS <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />ti✓> CJ 1 <br />I <br />II <br />EJ7 <br />I <br />"t <br />EJ7 <br />EJ7 <br />OX <br />EJ7 <br />-0 <br />(2 <br />EJ7V <br />II <br />I <br />I <br />EJ7VA <br />X <br />OI <br />II <br />I <br />EJ7VA (D <br />Q <br />X <br />(2) <br />EJ7VA <br />o <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />�I <br />I EJ7V <br />II"I <br />I EJ7V <br />CJ5V <br />CJ3V <br />J <br />V ,Z,�A <br />CJ <br />'— M 1> <br />U U U <br />A <br />(2) <br />A <br />TYP <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 1 112" <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) 1 0dx1 -1 /2 <br />HTT4 <br />4215 <br />5/8" ANCH. 1(18) 1 Old 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 />HD3B * <br />1 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 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 />14-10d 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 />_ <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-14' TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1 /4" x 3" WEDGE BOLTS <br />"X" <br />I HTS 20 <br />1 1310 <br />1245 <br />24-1Od 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 />1 590 <br />1 555 <br />1 12-10d x 1 1/2" <br />1 HHCP2 <br />1 680 <br />570 <br />1 (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 />' <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 />1 <br />S5 DROP HIP DETAIL <br />TYP. BM <br />TO CO. <br />CORNER <br />1116" OSB <br />A. @ 6'-8" <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 (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. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />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 5'-0" ON A HORIZONTAL PROJECTION. <br />(A) <br />OR 2 PLY <br />IARRIER <br />Y RR� N N to <br />x CONT LEDGER 'A) <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1 (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-131 <br />SCALE: %4"=V-0" <br />�t1s��ta� <br />Coe <br />- <br />� r <br />J <br />r- <br />rS' <br />To the as of the Enginee s knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />Q <br />It E OD <br />co O N cp po�� <br />C:) 70 N i# <br />O p 0 <br />(Mm J <br />OM N N N� COLL <br />0 <br />*N,MO)-NO J * W <br />J _W J r1 <br />7 LL N W <br />Q <br />Z <br />to <br />01 LU <br />U- a Wa IX <br />0Xo <br />-00m <br />Oa00 <br />@(Do J <br />m Co <br />W <br />W <br />m0r-CO a�¢ <br />El' Joa <br />@ <br />LL aZ <br />N O af 0 gn <br />N Q co Z U 0 J <br />Z <br />OU ❑❑❑ <br />W <br />z N O <br />� o <br />Z � N <br />z o <br />Q Cl) <br />v1 <br />M <br />z = <br />o <br />U <br />U <br />w 0 n <br />a <br />� a <br />N <br />�N <br />w <br />c E <br />::D <br />U 00 <br />d <br />w m <br />0 8 <br />i <br />al <br />= <br />z <br />U o N <br />c U) <br />• <br />0 <br />sm <br />M <br />co <br />I ¢ <br />W <br />Z <br />G <br />U- <br />Q E <br />E o <br />00 <br />CU <br /><_ <br />o0 <br />_ <br />N <br />R <br />¢0 <br />0 <br />X Z <br />WW <br />rr <br />i <br />¢ <br />� <br />m 0 <br />r� <br />a <br />O <br />J <br />N m <br />¢ W <br />iO <br />son <br />�, <br />0) <br />a <br />a <br />p� <br />LL <br />Z Z <br />50U <br />�W <br />o <br />w a <br />-0 <br />o <br />CD <br />� <br />< <br />Z ¢ <br />= <br />Or <br />U <br />0 ICY') <br />2 <br />M <br />J <br />L <br />ui <br />0' <br />m <br />.�N>y <br />N <br />c <br />N <br />LL <br />ca <br />^ <br />C <br />J <br />C)Q <br />04 <br />LO <br />LO <br />. _ <br />Z N <br />LO <br />�— <br />LO <br />r <br />N <br />04 T <br />�-- <br />Cfl <br />o In <br />E <br />•E <br />3 N <br />y <br />Z <br />z <br />E O <br />� <br />a <br />E • • <br />c� <br />a :� <br />Q p <br />c <br />JOB <br />NO: <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />