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ro <br />J TYP @ 2 STORY <br />S6 <br />FTF7 <br />I <br />FTF1 <br />04 <br />ILL <br />.... <br />J <br />04 <br />04 <br />LL <br />M <br />D2 <br />— — — — — — — — — — — <br />14 <br />---- - 15---- <br />--- —_ t 16 -- <br />FT8G <br />X <br />10, <br />U. �. H <br />- <br />ILL.LL ULL <br />. .. <br />1❑ <br />. ... <br />.... <br />. <br />FTF1 <br />. <br />J TYP @ 2 STORY <br />A S6 <br />L <br />L <br />L <br />� <br />1� <br />ti <br />CO3 <br />FT1GE <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 1 112" <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 />18 - 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 />5W ANCH.118 10dx1.1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH.1 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. l(28)10dx1-1/2 <br />K <br />H <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <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 />718" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165l107 *" <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 31/2" <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 />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" <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 />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old 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 />12-10d 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 />240-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(++) <br />(B) <br />ce) <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 POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (8) 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 <br />�Y gRR�E <br />CONT <br />(A) T$ <br />INTERSECTIONS. SPLICING <br />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 />STRUCTURAL 2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 FOR INFO <br />FOR NAILING INFO.) j <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d CANTILEVER <br />NAILS @ EA. TRUS FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END SEE 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" = 1'-0- <br />MAIN FRAMING PLAN <br />SCALE: Y4 t=1'-0° I <br />Z o <br />Z <br />Z <br />Q <br />a <br />Z <br />V) 0 <br />cn <br />w <br />0 LLJ <br />= <br />s <br />�o <br />�Vi <br />w <br />~1 <br />M <br />C t60.0 <br />O1N <br />U <br />QCn <br />U.) oq <br />B <br />D. <br />N C B D C <br />o o <br />to ( <br />rl L <br />,1 <br />ILca <br />To the best of the Engineer's knovded"ge, in oYmatl� d <br />belief, the structural plans iuid'ssppeefifcation;,ccoo��>�fit'ed <br />within these drawings comply wftA tiiti3037 ildrlda <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 />C) <br />z� <br />0 <br />I>ic)O <br />M <br />Q 0 In <br />•0 <br />N <br />Q Q)LL� <br />Q <br />`n <br />rn <br />cl� U d OC) <br />Q � <br />� <br />WJ <br />z M <br />C:) <br />d' <br />oz <br />zd <br />48Ir <br />�z8o <br />z <br />Q <br />zWz14 <br />_l <br />�W <br />EgEJ <br />.8 <br />00 <br />z <br />l-L® <br />0 <br />ZLO <br />o <br />r <br />N <br />¢ <br />DC <br />� <br />Z <br />I <br />U <br />L <br />o <br />..o <br />O <br />OW <br />Z <br />= <br />Ifu <br />u- <br />'O <br />tu- o <br />0 <br />JOv <br />YV�Y �QQ <br />g82 <br /><0 <br />N <br />c <br />Wo <br />aaaujo <br />Z <br />$�u-2 <br />Z <br />LLJ <br />J <br />Ln <br />r-1 <br />w <br />U4 a � <br />g o, 8 <br />I- <br />LV <br />Q <br />z <br />Z U <br />LLI a <br />N <br />N <br />Z <br />Z <br />t <br />I <br />m <br />IS0 <br />4 <br />Q <br />w <br />= <br />0 <br />w <br />SCALE : AS NOTED <br />DATE : 3/18/2018 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />