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46'-8" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />151-4" <br />164" <br />16-0" <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />SYP SPF <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SYP SPF <br />FASTENERS <br />10 <br />TYP. <br />q <br />U.N.O. <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 />J1 <br />C, <br />I <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 />,S <br />w <br />2 <br />EJ7 <br />EJ7A <br />E17 <br />W <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 />cJ3 <br />CJ3 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. / 18 10dx1-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. / 20 10dx1-1/2 <br />o <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />i� <br />K <br />H 3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />o <br />cds <br />CJ5 <br />L <br />D5B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />o <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 />'- <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 />P <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 />A01L <br />Q <br />I 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 -10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />N <br />H j <br />(2) <br />q <br />q <br />A ()N <br />S <br />MTS16 <br />1000 <br />860 <br />14 -1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />A02 <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 1-112" <br />O' <br />A03 <br />o <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 />`- <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(7) 1/4" x 2-1/4" <br />(5) 1/4" x 3" WEDGE <br />@ 24" O.0 <br />TITENS <br />BOLTS <br />A04 <br />W <br />A <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1 1530 <br />1 1285 <br />1 24-10d X 1 1/2" <br />A05 <br />TYP, <br />SP1 <br />585 <br />535 <br />10 -10d <br />SPT22 <br />685 <br />8 - 10d <br />U.N.O. <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />U) <br />H P2 <br />645 <br />555 <br />12-10d X 1 1/2" <br />_ <br />A06 <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />q <br />Q <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />TYP. <br />O <br />A07 <br />THE PLATE OFF OF THE TRUSS. <br />U.N.O. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. <br />A08 <br />DROP HIP DETAIL <br />A09 <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(+ +) <br />(B) <br />(B) <br />lA) <br />Y <br />0 <br />O <br />O <br />60 <br />M <br />00 <br />M <br />rT� <br />S3 <br />(+) <br />1 OR 2 PLY <br />CARRIER <br />- <br />TYP <br />O <br />9 <br />U.N.O. <br />0 <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 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 (-). (B) <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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK <br />A09 <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />F. <br />FOR HIP PLANING TRUSSES. R1 <br />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS_ <br />1 OR 2 PLY CARRIER —} <br />A08 <br />INTERSECTIONS. SPLICING <br />/ 2 x CONT LEDGER <br />A <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 />A07 <br />YP <br />TYP. <br />a <br />U.N.O. <br />= <br />A06 <br />A11 <br />C <br />D03H <br />O <br />B01 <br />N <br />G 13 <br />G <br />B02 <br />D1 <br />W <br />1 <br />eil <br />w <br />A <br />5 <br />a TYP. AT LOW <br />= <br />B03 <br />0 <br />D1 <br />m ROOF ENTR <br />50 <br />SIM. W/ (1) MSTAM36 @ <br />BASE EA. EN <br />0 <br />B04 <br />D05 <br />A (2) <br />rF <br />°P <br />D04 <br />' CEIL <br />S4 <br />C) <br />B05B <br />T� <br />7 <br />J4 <br />L THD26 <br />C05 <br />o <br />-' <br />9 <br />r <br />E07 <br />D1 <br />0 <br />1A <br />0 <br />0 <br />' <br />f <br />J3 <br />w <br />N <br />KNEEWALL BY BLDR <br />4 <br />L THD26 <br />C04 <br />D1 EJ02 <br />LJUS2 <br />CJ3S <br />CJ3 <br />o <br />N <br />TYP. <br />@ G <br />` . <br />w <br />o <br />HIGHENTRY <br />EJ5S <br />C <br />o <br />2 <br />01 <br />N <br />16" O.C. <br />DROP G <br />BLE ENDS <br />A <br />1 <br />4 <br />6 <br />C (S) TYP. <br />S5 <br />D1 <br />D1 <br />AT HIP U.N.O. <br />TYP, <br />q <br />U.N.O. <br />CORNER <br />21_8" <br />4'-$" <br />9'-4" <br />20'-°�� <br />ROOF <br />SE <br />FrNMINGAE D1 SHEET FOR PLAN B <br />TYPICAL ROOF <br />SCALE:A"=1'-0" <br />130MPH ENCLOSED <br />FRAMING DETAILS <br />O LO_ <br />Z M <br />0 <br />z� <br />Q <br />J <br />a. <br />Z <br />V) CD <br />Q) a <br />4--J w <br />ru 0 <br />�U — <br />w <br />O <br />(%) <br />F- <br />E <br />o <br />U <br />4)M <br />of <br />8 —O <br />MOONLU C-0q <br />U� <br />w�00 <br />owl: <br />cY <br />Q rn <br />m CL o0 <br />o <br />A1 <br />N C•B,D C <br />0 <br />co <br />m,M <br />LL A <br />UP <br />?, <br />La <br />19 <br />- E �' <br />s <br />°R m <br />�, <br />W nllb F > <br />�rs�4f�l11C• <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 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 />C <br />Z fV <br />O a� <br />> <br />U M C,�M <br />fa Ln <br />_0 Ln <br />U <br />� 6 � 000 <br />Q E <br />1-1 <br />LULU <br />z [C <br />_I � <br />d- <br />O <br />W LL O <br />L„Z n <br />- <br />tn o <br />EZ z<0 <br />a <br />Z> <br />I $ a <br />I-- - <br />2 H Z. P zz <br />Z <br />� W <br />J <br />CD <br />Q S O O <br />VV N <br />coW, <br />W O Z <br />Ln <br />m <br />N <br />Ln <br />< i <br />r-1 <br />z <br />*k <br />� J°� <br />a Z Q� <br />CJW �J(] <br />�_wc�L <br />co <br />Z <br />z <br />A <br />z <br />W°o�00o <br />V1 <br />9 <br />WW u-z< <br />0 <br />CS <br />Ln LL <br />1040 <br />RpZ¢ <br />O <br />cYiaw <br />o <br />LL U- <br />O <br />LL <br />" <br />U <br />z <br />ON <br />z <br />� <br />L.L <br />a L.V <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5oll <br />JOB NO: 17-1397 <br />SHEET NO. <br />6 <br />