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c <br />a> <br />v <br />x <br />00 <br />0 <br />r- <br />N <br />M <br />LO <br />I <br />m <br />LO <br />CV <br />it <br />aci <br />v <br />0 <br />J <br />0 <br />N <br />i" <br />w <br />CA 1 <br />tiV/ <br />i <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 />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 />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. / 18 1061-112 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dx1.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. 126 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28) 10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD B * <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 />HD713 * <br />6645 <br />5650 <br />718" 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 1/2" <br />HUS28 <br />2570/4345 <br />1 — <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 1-112" <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 />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" 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 />Or <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od 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 />P2 <br />1 645 <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 />(R) <br />(B) <br />(A) <br />(+ <br />PLY <br />i OR;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 (B) <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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />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. RI <br />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />Ji 1 OR CONT LEDGER <br />(A) <br />INTERSECTIONS. <br />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 />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 />STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.) <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS—'- <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />NAILS @ EA. END OILSEE PLAN <br />TRUSS BRG. <br />.A ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. SEE PLAN <br />TO BLOCKING LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 314" = V-0" <br />MAIN FRAMING PLANT <br />FEE <br />Z M <br />_ Ogal <br />Z <br />�C <br />13 <br />a <br />U) z <br />V) CD <br />Q) C <br />�-� w <br />� p <br />Ow <br />ci:� <br />0 <br />co <br />r <br />m � <br />F— <br />M <br />O O <br />N <br />U <br />=Ic00 <br />p Q (t` <br />O <br />Y <br />Q a� <br />1-t Q V <br />rn Q o <br />A <br />MR <br />N C B-D C <br />TI,,� <br />® <br />%f t <br />. • • �� <br />01 y^S n c"-� <br />" <br />J <br />LL TT_ <br />.-. <br />U) <br />L <br />U1 W <br />�o <br />Z Nam` <br />� <br />IA r e6e <br />�-FQ <br />ue <br />OEM L � <br />M <br />0 op 04, <br />es 0S It <br />,J <br />> <br />To the best of the En ,information, anEl <br />belief, the structural plans and specifications contained <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 />Z N <br />0 a) r, <br />M CD <br />i>" I CD <br />M <br />z <br />Q -d <br />ON <br />< ILL <br />z <br />F-`n <br />a/ V Q 00 <br />Q c � <br />z ro <br />W <br />110 <br />J <br />0z <br />K <br />Z. <br />f F- <br />F- <br />z <br />yy <br />w Q O O <br />�zO0 <br />Q <br />—� <br />Zujqj <br />w� <br />�aWZ <br />IL <br />� � � <br />pJ <br />K O <br />Z <br />U o� O <br />n <br />W <br />Z 0 <br />Y V <br />'J <br />g <br />z <br />C: <br />Ln <br />LL <br />un <br />un 3 <br />O <br />-0 <br />� <br />O <br />o <br />�¢ <br />_ <br />fV <br />ILL <br />LLu <br />o <br />M: <br />J� a <br />c� <br />O <br />CL 0. <br />N <br />cc <br />z¢0a <br />z< <br />Q <br />£ <br />$0� <br />Z <br />Z <br />w°wo <br />a <br />ao�Z <br />J <br />rl <br />W <br />Q <br />a <br />Z <br />w <br />$Y¢ <br />Lu Lu <br />= Z <br />C:)57 <br />r4 <br />Z <br />tu <br />a <br />00 <br />N <br />� <br />Z <br />z <br />06 <br />_ <br />Li <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />7.0 <br />