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CAA <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />X <br />M ` 2 <br />X <br />2 <br />L7 <br />J <br />D <br />:... <br />oDo <br />v <br />� <br />D <br />.... <br />..... <br />B3 M <br />S5 <br />.. ... <br />J2G <br />n <br />J3G <br />4 <br />S5 <br />04 <br />C1 U <br />.Di <br />\ / <br />oDo <br />.... <br />• <br />4 <br />� <br />. <br />:.. <br />I . <br />• <br />I . <br />I. <br />:`- <br />D <br />I:... <br />I: <br />L)U D k-02 <br />P.\-G� <br />X <br />2 <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 />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META207 <br />-10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA2010 <br />- 10d x 1 1/2" <br />G <br />H10A <br />18 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2"& 8-1 Od <br />H <br />HTT4 <br />;4350 <br />j <br />5/8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. ! 20 10dxl-112 <br />J <br />HTTS <br />5!8"ANCH, 126 10dxl-112" <br />HTT5 <br />3225 <br />518" ANCH. 128 10dx1.112 <br />* <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />* <br />5/8" ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />7/8" ANCH, 314" STUDBOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 *' <br />1 /9 *` <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 />O <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 />1 1005 <br />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1195 <br />1 1005 <br />14-1 Od 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 />1 1005 <br />14-1 Od x 1-1/2" <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)1 Od 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 />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />1 -10d <br />SPT22 <br />685 <br />-10d <br />SP2 <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 -10d <br />5 <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 RECI'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 318" 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />17 TE- <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 />(8 <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, (8) 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 />FRAMINGSPLICINGIS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />L Cq�R�ER <br />COST <br />(A) T$ <br />STICK <br />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 T-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 />SCALE: %4'=1'-0" <br />z <br />Z <br />Q <br />a <br />Z <br />4--) w <br />M n <br />"U <br />— <br />O w <br />t!i c <br />~ <br />w <br />o <br />■�_ <br />ITO <br />o� 29 <br />U <br />C <br />ffi <br />Q <br />B D • <br />N. c� <br />+ttt�bf <br />O <br />a• M <br />�S g• <br />o l <br />LL <br />To the best of the Eng/wy��r s k11 d:�l matigp>V d <br />belief, the structural plaifs�ijfslMecificatlons cc�gEf�itba <br />within these drawings comply W**K 2p)li� �ldtlda <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 />i <br />O <br />Z fV <br />0 � N <br />M O <br />z <br />M <br />Q 'M Ln <br />a cn •,_ � <br />ZI•"- <br />0 <br />C U- <br />a <br />V <br />a00 <br />WJ <br />Z <br />CD <br />�a <br />z <br />011 <br />00 <br />>` <br />M <br />vV <br />?' <br />6 <br />Z <br />C <br />1 <br />LL <br />O <br />v� 3 <br />O <br />w <br />LL <br />0 <br />LPL_ <br />N <br />Q <br />Z <br />^5 <br />LLIcc <br />J <br />r-I <br />r�-1 <br />W <br />W <br />� <br />a�0 <br />= U <br />a <br />DD <br />O <br />oLU <br />rn <br />.-1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />7.1 <br />