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Tom <br />CPRD <br />M <br />CJ3 <br />CJ5 <br />D <br />�-� <br />> <br />> <br />-I <br />N <br />� <br />r <br />< <br />T <br />< <br />I— <br />< <br />w <br />-'I <br />> <br />-H <br />O <br />�D�11 <br />I <br />-- <br />1 <br />1 <br />> <br />� <br />D <br />-1w-I <br />D <br />D <br />� <br />m m Im oo co Co co 0 <br />m rn <br />I GE1 <br />_ <br />FG1 <br />18 <br />D1 <br />EJ7 �2) 2x12 #2 SYP <br />' LITCH PLATE. BOTT. OF BN <br />EJ7 USP HD41OF w/ (10) 1Od NAILS A <br />I 3/16" TAPCONS TYP. BEAM TO C <br />EJ7 <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 <br />I <br />CJ5 <br />I <br />CJ3 <br />cc-CJ1 <br />1 <br />' <br />EJ7 <br />EJ7 <br />EJ7 <br />O <br />EJ7 <br />X (2 <br />EJ7V <br />' EJ7VA <br />O�h <br />EJ7VA D <br />G) <br />0(2) <br />EJ7VA <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />n <br />ZEJ7V <br />CJ <br />V <br />.00 <br />A <br />(2) <br />TYP. BM TO CO. <br />CORNER <br />'16" OSB <br />. @ 7-0" <br />qD <br />MU(6) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/19 <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 />1615 <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 />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />R77A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />R73 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <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 />2715 <br />5/8" ANCH.120 10dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH.I 26 10dx1.1/2" <br />HTT5 <br />3225 <br />5/8"ANCH. /(28) 10dx1.1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />HD58. <br />4505 <br />378 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <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 />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS 6 <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HUS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 3 1/21' <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <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 />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />1 14-10d x 1-112" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X 1 5/8" ATR W! 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <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 />585 <br />535 <br />10 -10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />12-1 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L 1360 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 <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(x+ <br />(A) <br />u) <br />(+ <br />1 OR 2 PlY <br />CARRIER <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 (8) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <br />(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 />(+) <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 />1 OR 2 PLY CARRIER <br />(A) <br />INTERSECTIONS. SPLICING <br />! 2 x CONT LEDGER <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 />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />FRAMING <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. N <br />2X4 STUDS @ 24" O.C. + + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />G E 15 FALSE BEAM <br />SCALE: 3/4" = V-0" <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />0 <br />z <br />2 <br />LU <br />2 <br />0 <br />0 <br />a <br />J <br />J <br />LL <br />GABLE END <br />ROOF FRAMING PLANT <br />SCALE: %4" <br />Q <br />M <br />G <br />0 <br />M <br />C.9 � <br />(D <br />N O <br />z <br />J M <br />CZ O <br />M <br />z <br />N' <br />W 1 <br />=n Y <br />eU � <br />O w �— <br />N C o <br />� o <br />U 0o <br />d <br />~ oWIN <br />g i <br />g! <br />- <br />. <br />c 0 <br />x. <br />i <br />�m <br />N N <br />S�do w z <br />Z0 <br />J g c o w <br />LL r- .o cv7 a <br />LU 9w <br />Z O 2 Q ' , O <br />LL <br />< -J <br />_ <br />IL Y 41ti <br />������f✓�aR O F E S S 10 <br />To the 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 structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />O <br />CDJ <br />W <br />z <br />M <br />J <br />l.l.. <br />(d_ E <br />o <br />z o <br />o 0 <br />z <br />> m <br />zo <br />Q N <br />p <br />(� <br />wz <br />X00 <br />z® <br />❑a <br />0 0U <br />O E <br />N <br />U <br />a F <br />z <br />¢o <br />Q <br />p <br />O <br />Z <br />E <br />L <br />r0 <br />(n C <br />p <br />z <br />y <br />U <br />t=/J <br />m <br />0 <br />of <br />Z <br />J <br />m <br />�2 <br />o <br />Q W <br />sz <br />5� <br />CL <br />() <br />LL <br />w <br />J <br />a Y <br />F <br />�s <br />a O <br />co <br />'� <br />o� <br />ZI¢ <br />o- <br />U 2i <br />i O <br />0 <br />N <br />> M <br />^L1 <br />W <br />CV <br />O <br />O <br />r <br />L O <br />� <br />.T_ Z o <br />N N <br />r <br />ui <br />M <br />r <br />CN C` <br />N <br />o <br />z <br />z <br />E N <br />M <br />a <br />E <br />U < p <br />-j <br />JOB <br />NO: 19-5905 <br />SCALE : AS NOTED <br />SHEET NO, <br />7.0 <br />