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TYP <br />1-0 <br />2A A <br />S3 <br />(2) <br />A <br />T <br />U <br />L) <br />CJ1 <br />CJ1 <br />M � <br />CJ3 <br />C <br />J3 <br />CJ5 <br />C <br />J5 <br />III <br />I EJ7 <br />I <br />EJ7 <br />I <br />I <br />A <br />II <br />I EJ7 <br />EJ7 S3 <br />EJ7 <br />J7 <br />E <br />(2) <br />X <br />!�' <br />I <br />EJ7 <br />! 1 <br />EJ7 <br />1 1 <br />�1 <br />I <br />EJ7A <br />I 1 <br />1 1 <br />EJ7 <br />� 1 <br />D1 <br />EJ7 <br />" I <br />EJ7A <br />II <br />I <br />I <br />I <br />EJ7A <br />II <br />I <br />EJ7A <br />I I <br />(2 <br />I <br />I <br />EVA <br />X <br />II <br />I <br />I <br />EJ7A <br />EJ7A <br />U <br />J7A <br />7 <br />D1 <br />I <br />I <br />" <br />I <br />o <br />EJ7B <br />EJ76 <br />I <br />� <br />I <br />I <br />I <br />II <br />CJ5B <br />0 <br />Cj3A <br />J <br />^P <br />1` ¢ <br />¢ <br />A <br />Cl) <br />a <br />r' <br />¢ <br />Cr) <br />a <br />¢ <br />¢ <br />m <br />a <br />m <br />a <br />¢ <br />¢ <br />T% <br />¢— <br />� <br />Q <br />-- a <br />¢ <br />¢ <br />¢ <br />co <br />¢ <br />CO <br />¢--a <br />r <br />- ¢ <br />c <br />C7 <br />a <br />N <br />m <br />m <br />m <br />W <br />m <br />U <br />U <br />0 <br />U <br />LU <br />a <br />(2) A A (2) (2) <br />A S3 A <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 />1870 <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 />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10-8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH.1(18) 10dx1-1/2 <br />HTT4 <br />4215 <br />5/8" ANCH. /(18) 10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 0dx1-1 12" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d xl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <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 />5350 <br />--- <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 314" STUD BOLTS <br />TDX10 <br />10140 <br />-- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1060 `* <br />1005/915 "' <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />- <br />8-10d <br />P <br />HUS26 <br />1320/3235 *' <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />-- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 `* <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />-- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <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 />990 <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 />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-112" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 112" <br />SP1 <br />555 <br />535 <br />10 -10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12- 10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)1 Od x 1-112" <br />* MINIMUM 3" MEMBER <br />'* REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 <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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />+) <br />(e) <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 />INTERSECTING 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 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 1 OR <br />INTERSECTIONS. SPLICING w/ 2 x <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />10R 2 PLY <br />BARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: 14"=1'-0" <br />vFLO v I <br />r, <br />".•" <br />!�,cF.S'� 1C`V4 <br />lly <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Fiorlds Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />00 <br />8 <br />(0 O <br />N [ � LL <br />r # <br />a1 J W <br />a <br />LL <br />y j M W <br />a a W <br />N LLu_ <br />-J p Z O <br />Z <br />m c °1 <br />troo mco0 <br />02� <br />W <br />W <br />d <br />rn N a <br />ILZ <br />oo°o0) <br />OD LO <br />N M Z U <br />OU <br />Z <br />�0❑ <br />W <br />z <br />z <br />z <br />� <br />C� <br />r I <br />vCD <br />a <br />r` <br />M <br />(>3 <br />W <br />� <br />U <br />0 <br />W s <br />v <br />F— Eg <br />I <br />_0 <br />Q N <br />0 <br />M <br />2 <br />W <br />Z <br />aQo0® <br />J <br />� <br />C 0 <br />y¢ <br />a <br />gz <br />i <br />> <br />na <br />OW <br />Z <br />� <br />o E <br />N <br />K <br />o0 <br />go <br />o <br />n U <br />a <br />�� <br />d � <br />as <br />mx <br />YU� <br />Nm <br />z <br />co <br />N J <br />QZ <br />O <br />W <br />N <br />oa <br />a4Z <br />o <br />O <br />w <br />� F- <br />0 CAD <br />H <br />V <br />dTi; <br />zl0 <br />3 <br />c ) <br />i <br />N <br />>� <br />L <br />ro <br />0 <br />• � <br />c <br />LO <br />�D <br />CN <br />� <br />O <br />as <br />W)1 m <br />j <br />4- <br />CO <br />� <br />� <br />�. <br />o <br />d- <br />r— <br />co o <br />C� <br />N <br />r <br />CV <br />LO <br />T <br />M <br />N <br />CO <br />o <br />Z <br />z <br />E C7 <br />a <br />E <br />c0 <br />Q o <br />C <br />]OB <br />NO: <br />20-8076 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />