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TYP. AT <br />CORNERS <br />2x BLKG. <br />TYP. @ <br />LOW ROOF <br />TYP. <br />U.N.O. <br />TYP. @ <br />SINGLE <br />STORY <br />TYP. @ <br />LOW ROOF <br />2x BLKG. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 -1 Od 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 />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 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 />9-1 Od X 1 1/2% 8-1 Old <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />K <br />3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5 * <br />4505 <br />3785 <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 />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />1000 <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 />1000 <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/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 />1 1810 j <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />"X" HTS 20 1 1450 1 1245 24-1Qd X 1 1/2" HTW20 1 1530 1 1285 24-1Old X 1 1/2" <br />SP1 585 1 535 110 -10d SPT22 685 8-10d <br />SP2 1065 1 605 1 12-10d SPT24 1030 12-10d <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 <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />■ <br />iME1 <br />� <br />I■I�I�I�I�I <br />_ <br />I <br />IMILE-_ <br />--N <br />I�ii <br />(A) <br />OR 2 PLY <br />BARRIER <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 (-). e <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. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER A)~ <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 />FLOOR CONNECTION <br />1� (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL <br />OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />LOW ROOF & FLOOR FRAMING PLAN B <br />SCALE: X"=V-0" <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />LO <br />zzw" <br />Z <br />Q <br />U, z <br />t/i C9 <br />Q) C <br />w <br />.0 _ <br />E <br />OW <br />~ <br />13:� <br />r <br />i� Vi = <br />N <br />0 <br />m� <br />aim-8 <br />t0 fM <br />O o a <br />= Of <br />U <br />tLL0000 <br />7 00 <br />CL <br />Q rn <br />rn L <br />A ' <br />B D® <br />N,C B, D,C <br />y <br />CN <br />L% _ <br />1,V <br />W CAM <br />>�cm <br />VV«" <br />=FL <br />(cif. E S i' <br />S <br />LLZ <br />W Q N'a694�41 <br />o <br />W O <br />❑ ❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />z N <br />O cU n <br />�-4 4-jo <br />�>+ M O <br />4 M <br />Q Ln'v Ln <br />Qv0� <br />p, <br />z <br />F- . CO <br />31 M v-1 <br />Q 0000 <br />WJ <br />z <br />z f0 <br />C:) <br />CI <br />f <br />O <br />w0 <br />W LU m Z Z. � � <br />oV 0 <br />z>.z<0 <br />z> av�Q <br />�s zµzµ++~z <br />U" z p C ad J <br />g� o� <br />z <br />o <br />0 <br />t--I <br />z <br />V.7 <br />N <br />C <br />G <br />Ln <br />.. <br />LL <br />0/ <br />Uj <br />w o <br />a/ <br />/-1 0 <br />Ezco <br />Vr00�oC <br />o <br />Q <br />Q o <br />�oz�o <br />zaE°z <br />Z <br />_J <br />LL <br />aQ=a8 <br />—� <br />oz$ <br />ego <br />w0u-zQ <br />1"'� <br />a z <br />�� <br />O� <br />00 <br />o <br />O <br />ry <br />�Uj <br />a�LL <br />M <br />LL <br />z <br />.. <br />.. <br />> <br />O <br />z <br />a O <br />z <br />1-4 <br />J <br />J <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />13m22 <br />JOB NO: 17-1800 <br />SHEET NO. <br />9 <br />