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(2) <br />M In A <br />U U U <br />_71.6 <br />' <br />Q <br />O <br />—_� <br />Q <br />—e— <br />; <br />/ _ _ <br />CJ <br />,�✓, <br />CJ3 <br />�r CJ5 <br />N <br />¢ <br />o <br />c <br />O <br />a <br />Q <br />Q <br />r <br />c <br />T <br />a <br />a <br />a <br />Q <br />All I <br />a <br />M <br />¢ <br />.... � <br />Q <br />M M .. . LL1 . W <br />m m m m m m m <br />I I <br />". <br />SIM <br />GE1 <br />_ <br />FG1 <br />18 <br />D1 <br />EJ7 <br />I �2) 2x12 #2 SYP WD. BM. w/ <br />LITCH PLATE. BOTT. OF BI <br />SIMPSON HU410 w/ (18) TITEN <br />EJ7 1/4" x 2 3/4" & (10) 1Od NAILS <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />I <br />CJ3 <br />y✓,> CJ 1 <br />II <br />I) <br />I <br />II <br />is <br />EJ7 <br />EJ7 <br />EJ7 <br />111 <br />EJ7 <br />�( <br />(2) <br />X <br />EJ7V <br />EJ7VA <br />EJ7VA C7 <br />�_ <br />¢ <br />(2) <br />X13 <br />EJ7VA <br />CJ5V <br />CJ3V <br />CJ1V <br />EJ7V <br />EJ7V <br />EJ7V <br />I <br />EJ7V <br />"I <br />I EJ7V <br />EJ7V <br />��A� <br />M r.C) <br />U U U (2) <br />A <br />TYP <br />A <br />w cv r <br />U U U <br />(2) <br />A <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 />TYP. BM INTERSECTIONS. SPLICING <br />TO CO. TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />CORNER FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 />H 10A <br />1040 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1 1020 <br />1160 <br />9 - 1 Od x 1 1 /2"& 8-1 Old <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dx1-112 <br />HTT4 <br />4215 <br />5/8" ANCH. /(18)1Od x1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26)10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d A-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. 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 3 112" <br />HUS28 <br />2950/5090 <br />-- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od 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 - 1Od 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 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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)1Od NAILSAND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od 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 12-1 Od 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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />:ARRIER <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) (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 />1 O (A) <br />FX CONT LEDGER <br />tOD <br />h <br />W 0 M ; 0 <br />& ul r_ <br />0Fill III <br />I4-1 <br />LU <br />un <br />V <br />CD <br />EIll <br />all <br />00 <br />7/16" OSB <br />A. @ 6'-8" 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 />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />FRAMING <br />2X TOP PLATE TO - <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C.- <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM_ <br />SCALE: 3/4" = 1'-0" <br />0 <br />Tz <br />1 <br />Q <br />W <br />U) <br />0 <br />0 <br />J <br />d <br />J <br />J <br />ILL <br />a <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />FRAMING PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />i• <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 6 <br />