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AT <br />ENTRY HIP <br />CORNERS <br />U.N. 0. <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 - 1 Od x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 1 Od 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 - 1 Od x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 10d X 1 1/2" <br />IF <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />1 <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-10( <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 10 8) 10dxl -1 F2 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 1 Odxl -1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 Odxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 1 0dx1 -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 />LLJS26 <br />1165/1070 <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />111511060** <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 />HUS28 <br />200014220 <br />172013125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />- x - <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW1 2 <br />1195 <br />1005 <br />14-1 Od x 1- 112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />100 <br />- x - <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od 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 />"XI <br />HTS 20 <br />1450 <br />245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />spi <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12- 10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 <br />645 <br />555 <br />12-1 Od 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 <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 MMUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (6) 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 />I C <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 />ROOF FRAMING PLAN B. <br />SCALE: Y4"=1'-O" 120MPH ENCLOSED <br />(A) <br />OR 2 PLY <br />'ARRIER <br />--m N N N + <br />12PLYCARRIER--J —(A)— <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 LO <br />z <br />Q- <br />z <br />Q <br />(D <br />C—n <br />LU <br />U <br />0 LLj <br />V) 12:� <br />1, E <br />0 <br />Lo <br />LLj <br />a) ce) <br />0) Cl) <br />c: M co <br />a) <br />C) <br />LL 00 <br />.00 <br />3U) <br />0 co <br />CL C) <br />0 <br />, <br />< 0 <br />LO W <br />IT 0- --:' <br />0) < 0 <br />AN-C-B <br />D�C <br />A <br />Iwo <br />z <br />0 <br />ca <br />A M <br />LU uj <br />1-U <br />W UE <br />C. b3t - 0 <br />0 <br />C� 0 <br />OE 2 <br />..* <br />0) <br />LL zout <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 />a <br />the drawing pages bearing Engineer's signature and sea]. <br />C) <br />z <br />0 <br />1-4 4-J C:) <br />=) 1,0 <br />C:) <br />> ) fy) <br />U C:) <br />, ry) <br />4-J <br />U-) (0 ul <br />< <br />cL Ln <br />(n <br />(1) 0 Ln <br />< "OE: <br />z <br />fo <br />U 0-00 <br />z 3: ro <br />Uj C� <br />W <br />-j C:) <br />t�o <br />0 <br />uj LL <br />LLJ Zz 1-- 4 <br />Ca < uz, �1. <br />5;7 L, 0 0 <br />CZ) >- z < 0 <br />z 0 CL ry <br />Z >- < U 2: :� <br />2: E z <br />Zo LM <br />LU Q� -j <br />C:) <br />U <br />8 p <br />0 04 <br />::) Uj <br />0 z @ <br />LU <br />C:) <br />?--I <br />L0 <br />r-4 <br />Ln <br />z <br />LIJ 0 < <br />LLJ cl� R <br />< . .3! <br />z U <br />0 <br />< <br />LLJ a 0 0 C! <br />��j F-- 17 - 0 <br />8 5 zu, cr u- <br />Z <br />Z <br />z cme Iz- <br />LU LLJ :0:) <br />> <br />LU <br />0 (D U <br />i5 < <br />0 x <br />8 �0 <br />rsj <br />LU <br />I u-> <br />C) <br />LU 0 <br />a <br />Ln LL <br />U- z <br />0< <br />0 <br />U- <br />LLj Lu <br />3;7 <br />c) <br />LL <br />0 <br />LLJ <br />> <br />z 0 <br />0 <br />ry <br />F--q <br />-j <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 17-1427 <br />SHEETNO. <br />6 <br />A <br />