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3 <br />7-11111 <br />t� <br />x <br />E3 <br />Tom <br />2 <br />_ <br />n n <br />w Ln <br />CJ3 <br />CJ5 <br />D <br />D <br />D <br />D <br />D <br />r <br />< <br />r <br />Q <br />F- <br />Q <br />D <br />D <br />0 <br />D <br />J1 <br />— — <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />�— <br />D <br />D <br />D <br />w <br />D <br />cn <br />co <br />co <br />CoCJ <br />m <br />m <br />m <br />m <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />OX <br />EJ7 Ea <br />L� <br />0(2 <br />EJ7V <br />EJ7VA <br />O <br />cb EJ7VA D <br />I� <br />X <br />(2) <br />FG1 <br />EJ7VA <br />EJ <br />I <br />I <br />I <br />I <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />Fri <br />EJ7V <br />EJ7 <br />ERV <br />EJ7 <br />LL <br />EJ7V <br />CJ5V <br />J <br />�� <br />w c`F, <br />< < <br />EJ7 <br />CJ5 <br />CJ3 <br />ti <br />Cn <br />I <br />CJ <br />CJ <br />V <br />V <br />CJ 1 <br />< <br />`- <br />A <br />(2) <br />L � <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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. / 18 10dxl-112 <br />HTT4 <br />2715 <br />518" ANCH. / 20 10dxl-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10dx1-112" <br />HTT5 <br />3225 <br />518" ANCH. /(28)10dxl-1/2 <br />K <br />HD <br />0 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />7 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <br />6645 <br />6 <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 />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 - 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 />14-1Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-1Od x 1-1/2" <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 />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <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 />645 <br />55 <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 <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 1360 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 />(A) <br />(+ <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 />(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 LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />A-it <br />FOR HIP PLANING TRUSSES. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />E <br />1 OR PLY LEDGER A) <br />INTERSECTIONS. <br />SPLICINGXC <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 />' <br />NAILED W/ 8d COMMONS <br />\ <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 />GABLE END <br />z <br />FRAMING <br />\ <br />Q <br />v, <br />fn <br />+ + <br />+ + <br />r <br />-_ - f <br />p <br />O <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />a <br />NAILS @ 6" O.C. <br />ILL. <br />- <br />2X4 STUDS @ 24" O.C. <br />+ + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE <br />BEAM <br />GABLE <br />END <br />SCALE: 3/4" = T-0" <br />ROOF FRAMING PLAN <br />Ui ILl <br />0 <br />Z M <br />_ o <br />Z <br />z <br />Q <br />a <br />E3 <br />U, Z <br />Cn Ur <br />CZ <br />a) <br />N <br />i- j W <br />(DM <br />C) <br />U <br />O W <br />c <br />m <br />t- <br />o <br />C) <br />o0 <br />[CD N <br />W pp <br />''` <br />ppC(D�� CI) <br />V co <br />FBI <br />U <br />i <br />O o04 <br />0 <br />-" Co <br />Q CO <br />ro <br />�v <br />�vn <br />B D. <br />` <br />N <br />v ••ww (O <br />Z W N Z z <br />W S z <br />a <br />W V ¢ - <br />o� 3 <br />0 � �d <br />'w �-rg �yay o <br />LL.a <br />y. <br />"�•❑C�- <br />= WW�V.F S tdG°CbM I <br />- G <br />�_. <br />r. �\Q <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />o <br />Di <br />QzQ <br />F¢ <br />1— <br />Z <br />V z O <br />u <br />z Lu <br />V J au <br />K J <br />8- <br />O��o <br />Lo <br />zz <br />L <br />�O <br />Q <br />fz <br />� <br />X <br />Z <br />Z <br />a <br />� <br />-a <br />C <br />O <br />o <br />J ui <br />LjLj 9 <br />o <br />= <br />LL- <br />o00 <br />0 <br />JJ <br />U <br />QY�' <br />Ln <br />O <br />f�a� <br />U �eCQ <br />Q�� <br />QaL� <br />Z <br />Z <br />Qi <br />*—� <br />OgQ <br />� <br />,_I <br />r 4 <br />w <br />W <br />� <br />a <br />Z <br />= a z <br />Z <br />$w8 <br />O <br />ko <br />Z <br />0 <br />0k <br />Z <br />S <br />= <br />a Lu <br />r n <br />.--I <br />a <br />(n <br />o <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />