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E <br />c <br />o: <br />c <br />a) <br />v <br />x <br />LO <br />g <br />IM <br />cV <br />N <br />I <br />i <br />Q <br />Ir <br />v <br />lLQ) <br />O <br />J <br />t`7 <br />N <br />O <br />LZ <br />A A <br />(2) S3 (2) A (2) <br />J 1 <br />Mv <br />cloop <br />n n <br />` CJ1 <br />cn w <br />CJ3 <br />n <br />ti w <br />✓, <br />CJ3 <br />D <br />< <br />D <br />< <br />D <br />< <br />D <br />. , <br />D <br />rr <br />.... <br />D <br />w <br />< <br />... <br />A2Vcn <br />D <br />rn <br />D <br />w <br />O <br />0)< <br />W <br />W <br />w <br />CD <br />N <br />1 V <br />CJ5 <br />.00 CJ5 <br />EJ58 <br />EJ58 <br />EJ7 <br />E <br />I <br />CJ5' <br />::.. <br />:::: <br />:.: <br />.. <br />(� <br />EJ7 <br />::: <br />y '� <br />EJ7 <br />.................... <br />.... <br />. . <br />. <br />. <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />.. . <br />C- ;F16 <br />. .. <br />w <br />EJ7 <br />QJ31 <br />EJ7 <br />: <br />• <br />I <br />EJ7 <br />EJ41 <br />• <br />: <br />� <br />I <br />EJ7 <br />EJ41 <br />EJ41 <br />EJ7 ...... <br />: <br />... <br />... <br />... <br />... <br />. <br />... <br />3 <br />EJ41 <br />I <br />EJ7V <br />EJ41 <br />0(2) <br />:: <br />I <br />EJ7V <br />�1 <br />EJ41 <br />1 1 <br />1 <br />EJ7VA <br />I <br />1 1 <br />1 <br />\EJ4 <br />EJ7VA <br />:: <br />-- <br />J11 <br />EJ7VA <br />CJ5V <br />EJ4 <br />CJ3V <br />A-- <br />\--om <br />A <br />A (2) <br />CJ1 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <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 />1 10 - 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. l 18 10dxl-112 <br />HT74 <br />27" <br />518" ANCH. / 20 10dx1.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH, / 26 10dxl-112" <br />HTT5 <br />3225 <br />518" ANCH. 128)10dxl-112 <br />K <br />HD B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />B * <br />4505 <br />3785 <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 />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 1/2" <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 - 10d 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 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />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 />HTS 20 <br />1450 <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 />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 />HCP2 <br />645 <br />555 <br />12-10d 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 <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 / 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 <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(++) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). <br />(B <br />INTERSECTING <br />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 <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 PLY LEDGER <br />(A) <br />INTERSECTIONS. <br />SPLICINGXCO <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 />ROOF FRAMING PLAN <br />to <br />z <br />z <br />z <br />Q <br />J <br />0� <br />U) z <br />CD <br />QV)' <br />� <br />w <br />"U — <br />OLU <br />c <br />E <br />Cl) <br />U <br />LU <br />~ <br />0)M <br />c to c)) <br />O o N <br />' <br />U <br />L` CO <br />N a. � <br />'0 Q. <br />Q rn <br />rn < o <br />U11 <br />= 1 Q <br />w <br />5 N- <br />w <br />is <br />�_ ,> <br />•� at: <br />1 � <br />0— <br />r'LL <br />tC1 <br />o <br />u <br />j <br />To the best of the Enginee }ft'kggyylgfle,•ipfq� n, and <br />belief, the structural plans and �+ ate ontained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />z fV <br />0 � N <br />H M <br />QU) CID Lr) <br />2 Ln <br />ON <br />Q LL Lan <br />CD" M <br />V Q� <br />0000 <br />Q C <br />§ fu <br />LULU <br />z <br />0 <br />Zn <br />f H <br />z <br />w ¢ s M0 <br />VZOp <br />Z W <br />�Z <br />WoO� <br />.-jf�8 <br />-0 <br />CJZ3 <br />wC <br />Uwt�z <br />L <br />ZRN� <br />Y U <br />QQZ <br />J <br />I(r}--i <br />r-� <br />0 <br />0 <br />a <br />O <br />= <br />LL <br />�f <br />>� <br /><YS) <br />0 <br />J 0 <br />0 <br />0$aa� <br />Z <br />�. { <br />V) <br />a 2 <br />W <br />Q <br />w <br />Q <br />QWn <br />Yea <br />M <br />N <br />O <br />Z <br />�z <br />llj <br />'� ; <br />m <br />O <br />06 <br />Q <br />J <br />= <br />J 0 <br />a w <br />rn <br />,--i <br />a <br />V) <br />f <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION N0. 4mO <br />SHEET NO. <br />7.0 <br />