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(2,' <br />(2, <br />0 <br />C" <br />0 <br />N <br />rw <br />N <br />I <br />ckz <br />M <br />M <br />0 <br />v <br />co <br />OQi <br />0 <br />J <br />LO <br />1-0 <br />cV <br />rn <br />(2; <br />N <br />a <br />0 <br />0 <br />0 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />4,5/19 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />H . A <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 />1 455 <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 />H T4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dxl-1/2 <br />HT74 <br />2715 <br />5/8" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />518" ANCH. /(28)10dx1-1/2 <br />K <br />HD B * <br />1 3130 <br />305 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 518" DIA. BOLTS <br />L <br />H * <br />4505 <br />7 <br />5/8" ANCH. 3/4" STUD BOLT <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 * <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 />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 3 112" <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 />1 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 />14-10d x 1-1/2" <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 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d 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 2-1/4" <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 />24-10d X 1 1/2" <br />SPi <br />585 <br />535 <br />10 -10d <br />SPT22 <br />1 685 <br />8 -10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />1 555 <br />1 12-10d 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 />+ +) <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 <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />(A) <br />1 OR 2CONT <br />INTERSECTIONS. <br />SPLICING <br />LEDGER <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 />2' MAX 2x12 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 PT. SYP. LEDGER. <br />FIELD VERIFY TOP OF LEDGER <br />77 <br />W/ RT3A TOP & BOTTOM TO <br />LEDGER <br />1/4Ax 4" TAPCON @ 12"O.C. <br />TYP TOP AND BOTTOM (WOOD) <br />114" X 3-1/2" WS35 WOOD SCREWS <br />@ EA. TRUSS VERTICAL <br />T*� SHED ROOF DETAILS <br />SCALE: 3/4" = T-0" <br />MAIN FRAMING PLAN - ELEV-B <br />C=? 1 <br />m <br />ND <br />N <br />©C <br />a <br />Ln 0 <br />w <br />� a <br />'U <br />— <br />Ow <br />N ZZ) <br />E <br />� o <br />� <br />LIB <br />N M <br />E? Cn <br />Z N <br />p .OMM <br />N <br />'�I U <br />�o <br />w U- 00 <br />0Q-o <br />rn ¢ d <br />D D®� <br />N-CB •D-C <br />' S <br />N �O <br />Gi N <br />,w <br />YI <br />ZW gM�Z E� z <br />�_y <br />ku to <br />UA <br />� rn <br />Z O c� Y¢ p <br />Gt; <br />zIUL ,,�. �' � `o e° <br />4, d_ ;�11 <br />Wr`��' � <br />�N ` H z <br />R <br />-EiUl <br />�� �cy, <br />LU <br />LU <br /><m� <br />�Q- Q <br />0vl��'�, <br />E <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 />Residentlal 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />ts <br />W� <br />za <br />� F <br />w ¢ � K <br />�400 <br />Uj <br />Ty w Z <br />y <br />s C J <br />aLU0 <br />/ \ <br />< <br />O w w N <br />Lz <br />CL <br />z <br />r0 <br />o <br />i- <br />z <br />z <br />g a <br />vYY7 g <br />F <br />0 <br />O <br />> <br />VI. <br />� <br />z <br />�w <br />cn <br />[V <br />M <br />z <br />< <br />uj o * Z <br />00 <br />[L'S4P <br />I- <br />0 <br />� <br />6 <br />CCoO <br />�w4z< <br />DC <br />00 <br />�o�o <br />Z <br />Z <br />'d" <br />N <br />0 <br />op�U. <br />�cyo <br />W <br />J <br />rl <br />6i <br />Q <br />w <br />2: <br />z <br />=azo <br />aW.z <br />Ln <br />M <br />N <br />z <br />Z <br />_z <br />0 <br />ca <br />/a �.'�. <br />W <br />J Ln <br />4 w <br />n <br />'^ <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 4m2 <br />SHEET NO. <br />7.1 <br />