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(2) <br />A <br />CJ <br />> <br />U <br />U U ��1 CJ 1 <br />CJ3 <br />I <br />CJ5 <br />I <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 <br />I <br />EJ7 USP HD41OF w/ (10) 1Od NAILS <br />3/16" TAPCONS TYP. BEAM TC <br />I (2) 2x12 #2 SYP WD. BM. w/ 7/1 <br />EJ7 FLITCH PLATE. BOTT. OF BN <br />18 <br />D1 <br />71 <br />TYP. BM T <br />COR <br />GE1 <br />ILL!M <br />m W <br />m¢ <br />il <br />U <br />V <br />jLU U <br />CJ3V <br />CJ5V <br />EJ7V <br />(2 <br />x <br />a <br />CD <br />. <br />... <br />;! <br />a <br />..... <br />... <br />. .. <br />.... <br />¢ <br />..... <br />... <br />a <br />� <br />a <br />j <br />1 <br />/ <br />/ <br />1 <br />/ <br />-- <br />.... <br />a <br />.. <br />QQ <br />11 <br />(2) <br />X <br />I <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VA <br />C7 <br />I rp EJ7VA <br />¢ <br />a <br />O <br />I EJ7VA <br />EJ7V <br />EJ7 <br /><11 <br />O <br />M <br />aQmm <br />EJ7 <br />C)00 <br />EJ7 <br />EJ7 <br />" <br />/J5 <br />0 L) <br />111j,T <br />Ln <br />W D (6) <br />1CMU <br />6" OSB <br />. @ T-O" <br />D CO. <br />NER <br />J <br />UPLIFT CONNECTION CROSS—REFERENCE <br />7/31/19 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CAPACITY <br />CAPACITY <br />O <br />CONNECTOR <br />FASTENERS <br />CONNECTOR <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 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 - 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 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH.0810dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH.I201061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / 26 10dxl.112" <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 />D5B * <br />4505 <br />3785 <br />5/8" ANCH. 314" 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. 314" 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 />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 Od x 1 1/2" <br />1 MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1 1005 <br />14-1 Od x 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW20 <br />1195 <br />1 1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-114" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />X <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />1 10-10d <br />SPT22 <br />685 <br />8-10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />1 <br />12-10d <br />HCP2 <br />645 <br />555 <br />1 12-1Od 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />B) <br />( <br />) <br />(A) <br />(+ <br />1 OR 2 PLY <br />FIT <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (8) 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 />(B <br />INTERSECTING <br />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 />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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. Rt <br />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />R� <br />1 OR PLY LEDGER <br />(A) I$ <br />INTERSECTIONS. <br />SPLICING <br />CC <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 />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />SEE 3/S5 FOR <br />' <br />STANDARD <br />_ <br />GABLE END <br />z <br />FRAMING <br />( <br />= <br />Q <br />W <br />cn <br />+ + <br />o <br />+ + <br />0 <br />0 <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />11 <br />NAILS @ 6" O.C. <br />+ <br />++ <br />L <br />2X4 STUDS @ 24" O.C. <br />+ + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM <br />GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE: %4°=1 r-0" I <br />I <br />,\ J <br />I <br />\ <br />V1_ILt) <br />o co <br />1 � <br />\ <br />0 <br />� o <br />z <br />Q o <br />M <br />E3 <br />0 <br />1VJ, lL <br />E= <br />(a w <br />U a <br />O ` <br />w <br />�Ln L" E <br />N ri <br />U 0° <br />w rn <br />r- T E <br />o g <br />i) o <br />C!,U) "° <br />Q <br />e <br />® Q <br />Q <br />N N <br />v�l N <br />goU o y o w z <br />Z L:i <br />`ui J ip ? O i w <br />o� w <br />w <br />Octw <br />W H�Hz a <br />Z ¢ ' E Il `Bt%.0 <br />O O <br />LLLo 3� N `w.• '� <br />K <br />a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />M <br />w Z <br />w <br />z <br />M <br />O i <br />4 <br />� <br />LJt <br />Q E <br />ZO <br />-O <br />Z m <br />Z� <br />QN <br />z <br />Z <br />o a <br />(6 <br />o E <br />�0 <br />�¢ <br />00 <br />0 <br />oQ <br />wz <br />N <br />�t <br />Wz <br />o <br /><0om� <br />U) C <br />C <br />mm <br />z <br />Q% <br />W�Z <br />CD <br />o <br />¢w <br />aO <br />a <br />U <br /><oMj <br />�k <br />O <br />¢F <br />?O <br />CD <br />V <br />�O <br />°3 <br />c <br />.0 r <br />M <br />L <br />W <br />LO <br />�— <br />M <br />.-. <br />0) <br />> <br />T <br />O <br />co <br />� <br />o 0 <br />m � p� <br />V i <br />r <br />L <br />.T� J O <br />LO <br />r <br />I Lo rn N <br />r <br />ai <br />E <br />r <br />M M M <br />o <br />Z <br />E T iri <br />E <br />Z <br />c <br />@ <br />a <br />E <br />U ° Q C <br />a) <br />JOB <br />NO: 19-5334 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />; <br />