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TYP. AT <br />CORNERS <br />2 <br />T' <br />U.N <br />A <br />S3 <br />TYP. @ <br />SINGLE <br />STORY <br />TYP. @ A <br />LOW ROOF <br />C M <br />0 <br />00 <br />anx, a] L <br />1 <br />I, <br />TYP. @ <br />LOW ROOF A <br />U.N.O. <br />co <br />w <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 />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 />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 />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH./1810dx1-1/2 <br />HTT4 <br />2715 <br />518"ANCH.12010dxl-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)10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <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 />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 />LUS26 <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060" <br />— <br />8 -10d <br />pH <br />S26 <br />1550/3335 <br />1335l2820 <br />20 - 16d x 31/2" <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 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 />1005 <br />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-112" <br />T <br />MTS20 <br />1000 <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/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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />"X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 585 535 10 - 10d SPT22 685 8 - 10d <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10(i <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 />BLKG. 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 />(B) (B) <br />(+) 1 <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 <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 VA" ON A HORIZONTAL PROJECTION. <br />FLOOR CONNECTION <br />(A) <br />OR 2 PLY <br />ARRIER <br />(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 A <br />SCALE: Y4"=V-0" <br />I <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0�10 <br />M <br />o <br />_ <br />z co <br />Q13t� <br />' Z <br />V) <br />C) <br />Q) cn <br />� Lu <br />• U — <br />O LU <br />V) <br />ro <br />E <br />i w <br />U <br />00 <br />m I- <br />C-1) <br />0 <br />F— EEp <br />M <br />C N C9 <br />NaN <br />U <br />L LLL 00 <br />-00 <br />0.2 <br />0 <br />Qrn <br />o <br />U-) 0 v <br />rnQo <br />A, <br />N C B. D.0 <br />/ <br />sa�... V�illy <br />a' <br />f <br />oct• " 't <br />O' <br />.y A'i I i ('•• <br />W� <br />t2 ' <br />as L <br />c3 N ¢ h: <br />i"�" <br />a <br />r <br />" <br />LLm <br />W <br />6N�cn <br />r <br />�e. <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 5th 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 />O <br />O <br />z N <br />Q Q) N <br />(!) ':3 ko O <br />F->+(/�MO <br />M <br />aU-)-MLn <br />Ln <br />.ON <br />In <br />Q L- U- <br />G! ^ <br />000 <br />Q <br />z 3 fC <br />W.W <br />.I lOD <br />d" <br />0 z <br />w 0 <br />mzz5a <br />xvWi0m0 <br />OZ>-z.QU <br />zQ<UU�Q <br />=fzLIJ Z <br />�U <br />rl <br />_ <br />Q <br />a���Uo <br />p �F W Z 0 <br />LLA�W <br />O <br />� <br />� <br />,-'I <br />N <br />zzLn <br />N <br />G <br />In <br />rl <br />• <br />LL <br />O <br />.J <br />W o Q <br />zNe 0 <br />CeLLJ <br />c0c� <br />z <br />< O <br />oo <br />°zLU <br />C <br />> <br />—� <br />�.� oZf$ <br />xo5 <br />r-ILL <br />wWogQ <br />M F_ <br />O(A <br />Yj <br />aLLZ <br />o <br />re) <br />¢ALL <br />u <br />z <br />.. <br />> <br />IO <br />O <br />z <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />9 <br />