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CKING <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 />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 - 1Od 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. Ill 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-112 <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 />HD5B * <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 />LUS26 <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 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1 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 />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 1 <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 -10d <br />HCP2 1 <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 REl ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L 1480 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 />(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 (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 />(+) <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. R1 <br />1 <br />iTl� <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY LEDGER -(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 />�J <br />_____ <br />7.0 STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE T613 <br />FOR INFO <br />F <br />" <br />FOR NAILING INFO.) <br />PLYWOOD <br />' <br />_ _ _ _ _ <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />FT5 <br />I <br />I I <br />I <br />I <br />I <br />I I <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />I <br />I I <br />I <br />I <br />I <br />I I <br />BE <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />I .1 <br />11. <br />0I <br />I <br />I I <br />FTB 2x4 CONT. RIBBON W/ <br />(4) <br />FTGE5 <br />16d NAILS @ EA. TRUSS <br />2 G TYP @ 2 STORY AA 2x BLOCKING W/(2) -12d <br />D2 NAILS @ EA. END <br />SEE PLAN <br />TRUSS BRG. <br />a <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />FC03 CANT. FLOOR <br />TRUSS CONN. <br />SCALE: 3/4" = 1'-0" <br />MAIN FRAMING PLAN, <br />(D19 <br />Z M <br />— o <br />Z <br />z <br />Q <br />a <br />Cn 0 <br />cn <br />w <br />O w <br />E <br />V)o <br />U <br />0 <br />w <br />— cg <br />�M <br />N @W Cn <br />N <br />0_OCD <br />U�' <br />rtLSO <br />oM <br />N ,z le o <br /><C v> <br />rn ¢ o <br />N C <br />co <br />!N <br />�� vu <br />Unit" , <br />IRE <br />y�0 <br />01.1 <br />C <br />ASIF <br />F_... <br />N <br />� <br />W <br />�,g-�W <br />C. <br />To the best of gene t e, infgC ion, and <br />belief, the strudu Sys andspecific a, q lbntained <br />within these drawings Floridaciir{¢4i�; <br />Building Code - Residential 6t � ion. 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 />O <br />O <br />z fV <br />O cu n <br />Pill 4l <br />z <br />> V) M O <br />M <br />Q "Q Lti <br />d cn•Ld' <br />V) <br />Ul <br />Q � U- <br />fl. <br />z <br />F. M <br />fu <br />V <br />Q C OC) <br />z <br />WJ <br />C:> <br />d' <br />s <br />�Z <br />0 <br />o�0 <br />za <br /><a <br />z <br />Lu <br />UZOp <br />OUZQ <br />¢ — , <br />> u O <br />aWzu. 0 <br />SF <br />z <br />uo <br />uj <br />Z <br />ro <br />L0 <br />Q<Z <br />CC <br />g <br />O <br />� <br />0 <br />L <br />/- <br />L -. ) <br />rr <br />4� <br />N <br />> <br />O <br />o <br />0 <br />LL <br />LL <br />Q <br />9w <br />O u- <br />o <br />�i <br />o <br />0 <br />U0 <br />V m C <br />N <br />oaoa <br />z <br />;az< <br />Q <br />z <br />o��� <br />z <br />J <br />N <br />di <br />� afE <br />a0oa <br />rl <br />LJ.J <br />Q <br />z <br />o Z o <br />� W V <br />W <br />00 <br />z�z <br />a z <br />m <br />0 <br />CD <br />06 <br />Z <br />-1 <br />W <br />2 <br />�o <br />`�2 <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />fir_ ---I -- - - - -_ - i Ili[- <br />i _Ji i 1 111 1 1 1 11I F 1 1CI II <br />