Laserfiche WebLink
J <br />Q <br />O <br />Q <br />— — <br />1 <br />1 1 <br />1 <br />` <br />1 1 <br />I1 <br />11 <br />Y <br />ti U <br />✓, <br />CJ3 <br />CJ5 <br />"I <br />I <br />Q <br />Q <br />X <br />00 Q <br />Q. <br />.. d <br />_ <br />Q <br />¢ <br />¢ <br />r~i <br />Q <br />Q <br />T <br />Q <br />2 <br />Q <br />`�/ <br />Q <br />m m m m m m m <br />I I <br />I <br />LF <br />SIM <br />GE1 <br />_ <br />FG1 18 <br />D1 <br />EJ7 <br />V1 <br />( (2) 2x12 #2 SYP WD. BM. w/' <br />FLITCH PLATE. BOTT. OF BI <br />EJ7 SIMPSON HU410 w/ (18) TITEN <br />I 1/4" x 2 3/4" & (10) 1Od NAILS <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />ti✓> CJ 1 <br />I <br />I <br />II <br />I EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />0(2) <br />EJ7V <br />II <br />I <br />EJ7VA <br />X <br />OEJ7VA <br />I�17-77 <br />I <br />F- <br />Q <br />0(2) <br />EJ7VA <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />"I <br />is <br />EJ7V <br />I <br />EJ7V <br />CJ5V <br />CJ3V <br />J <br />V ,Z�A <br />CJ <br />A <br />TYP <br />C) <br />0 <br />0 <br />N <br />0 <br />O <br />N <br />N <br />00 <br />N <br />0 <br />0 <br />m <br />0 <br />Z(2) <br />C� r <br />U U <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. /(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) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD38 * <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. 3/4" 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 1-1/2" <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"x2-1/4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4"x3"WEDGE BOLTS <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 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 />1 <br />S5 DROP HIP DETAIL <br />TYP. BM <br />TO CO. <br />CORNER <br />716" OSB <br />1. @ 6'-8" <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (6) 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 (8) 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 <br />1 <br />INTERSECTIONS. 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 TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />(A) <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />,,e�,tlEiZ{�tEt�Pi'e%dplj <br />- <br />• N <br />r Q) <br />J <br />�• O � <br />Q <br />� e <br />UrEaS11 <br />Wiremwk <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida 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 />N <br />h <br />v ro <br />a 8 � "0 <br />O N : <br />pQ <br />V <br />MNN N mi LPL <br />� <br />0 <br />(n w <br />"'�� �w <br />a <br />�w�� LU rr <br />a>; as iro <br />Z <br />CLL <br />a U) 0 x <br />R■ <br />W <br />m <br />A w o m oJ <br />C N E m D <br />m 01 c m <br />W <br />? <br />2 E T �oa� <br />N< co o U 0 J <br />QcnZ <br />_ <br />V ❑❑❑❑ <br />W <br />z N <br />o <br />� o <br />z <br />o <br />z <br />J M <br />d N <br />� <br />M <br />z <br />o <br />N1 <br />T' <br />TS <br />� V <br />U <br />V7 Y <br />W o' <br />n <br />o a <br />OW <br />t/) <br />c E <br />o <br />ro <br />Rigw <br />r- <br />U co <br />d <br />o, T E <br />o B <br />�' •... <br />= <br />$' <br />zl�.. <br />U o g <br />c U) <br />Q o <br />r.t1d <br />rn <br />.4 <br />o <br />M <br />J <br />w <br />M <br />M <br />¢ <br />o0 <br />z <br />< <br />W <br />0 <br />0 <br />E <br />wo <br />w° <br />>N <br />za <br />CL <br />o <br />CJ <br /><= <br />K O <br />O Q <br />d p <br />wz❑ <br />w0 <br />W 0 <br />a Z <br />cli <br />4 <br />�j <br />a% L <br />r0 <br />C <br />_ C <br />O <br />z <br />y <br />Nm <br />m 0 <br />O <br />O LL <br />� v <br />J <br />¢ <br />QW <br />z <br />son <br />rO <br />CV �' <br />o�° <br />U <br />a <br />�W <br />LU <br />v <br />�2 <br />oz <br />C:) <br />Cd <br />> O <br />aF <br />V <br />z¢ <br />°O� <br />�M <br />O <br />= <br />` <br />> M <br />J <br />ui <br />rn <br />m <br />� <br />\W <br />■= <br />> <br />�•� <br />0 <br />C) <br />C 0 <br />Al m <br />co <br />v <br />T <br />0 CN O <br />J oo <br />_) <br />LO <br />r <br />2 a� <br />N N <br />r <br />N <br />E <br />�.•F <br />v <br />T T <br />M <br />z <br />r <br />E O <br />Z <br />Il <br />U J <br />Q <br />C <br />J <br />JOB <br />NO: <br />20-0554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />