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W <br />2x BLK <br />C <br />A TYP. @ <br />LOW ROOF <br />OMM <br />0 <br />VA <br />1 3611, <br />I <br />I <br />loss- <br />FA <br />A02 <br />FG1 <br />-/J— <br />7 22 <br />\\kDl <br />D1 <br />A01 <br />8'-O"C LG. HGT. <br />HGT. <br />-7 8'-0" CLG. HGT. <br />CJ5 <br />I CJ5 <br />CJ15 <br />CJ3 <br />C ;J3 <br />CJ3 <br />7 <br />E <br />17 <br />7 <br />J <br />LO <br />Cil cl) <br />co Cil <br />0 <br />TYP. @ <br />LOW ROOF <br />U.N.O. <br />TYP. @ <br />SINGLE <br />STORY <br />TYP. AT <br />CORNERS <br />M <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE LISP 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 - 1 Old 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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Old X 1 1/2% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. /(18) 1061-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26) 10dxl-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 - 1 Old 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 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 - 1 Old 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 - 1 Old 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 Old 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 W1 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)1 Old NAI LS AN D <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />11X11 <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />1 24-1 Old X 1 1/2" <br />Spi <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />RP9 <br />i n Rs <br />Rns <br />19 - inri <br />qPT9A <br />1 n.qn <br />iq - ini <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 />(A) <br />1 OR 2 PLY <br />CARRIER <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 IOR2PLYCARRIER--� -(A) <br />INTERSECTIONS. SPLICING �1102 x CONT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />FLOOR CONNECTION_ <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: X"=V-0" <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />Lal <br />M <br />Q) <br />+-j LU <br />U <br />0 Lu <br />r", <br />V) <br />V) <br />MT <br />1- E <br />0 <br />(n <br />(0 C') <br />V(u <br />Uj <br />E <br />0) V) <br />M C', <br />cl, <br />0 0 <br />-T- <br />U <br />FL 00 <br />-00 <br />(a <br />0 lie <br />-a <br />a) <br />< 0 <br />U) C:) <br />Lf) 0 --t <br />A I - <br />8 D. <br />N I I D C <br />'W <br />cli ul� <br />Cl> <br />IN <br />U*> <br />1 <br />C14 <br />0 <br />.60 <br />0 <br />J0 I* <br />�&;i:4 <br />fag! c� I,, <br />LL <br />IS ...... <br />jl, V- <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 />z <br />0 <br />1-4 4-J C) <br />(1) 1 5 -0 <br />C) <br />> <br />F-4 C) <br />m Ln <br />72 <br />V, <br />0 <br />z <br />U- <br />CL <br />5, M <br />Cl 00 <br />-E <br />Z3: <br />z C:) <br />WLU <br />—i C:) <br />0 <br />01 Zo <br />LU LL <br />LU z U) <br />M 0- <br />LU 2 Ix <br />ul�-X(700 <br />EZO >- z < 0 <br />z z 0 x <br />< U < <br />< <br />X Z Z F- Z <br />z � : Lzu <br />LU R -j <br />< <br />= 3. LO <br />U .8 0 <br />8 <br />0 <br />0 LU 04 <br />P (3� z @ <br />iL z <br />fy) <br />LU LU <br />C:) <br />(D <br />z <br />Lr) <br />1714 <br />r*4 <br />Ln <br />U- <br />0 <br />LLi < F- 3: <br />0 <br />0� <br />< Z' <br />LU Q <br />0 <br />< <br />< 0 <br />U L, <br />I.- U) co 2 <br />0 z <br />z <br />z <br />LLJ F- <br />z 8, Z - i <br />LLJ Uj in :03 0 <br />LU <br />LL <br />!� =1 < U r- <br />F- g U1 <br />2! <br />06 <br />0 x <br />2 2!� 2E 8 3- <br />LL <br />0 LL Z <br />LU x 0 <br />T-4 0<!� <br />0 <br />:Cly <br />rj <br />T--j 0 <br />0, x "k <br />z z <br />0 <br />C:) <br />Uj <br />CD <br />rt-) <br />z <br />LU <br />> <br />0 <br />Z <br />:� 0 <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />9 <br />