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y✓N U U U <br />2 A <br />ro <br />S3 <br />ro <br />(2) TYP @ 2 STORY <br />S6 <br />CJ1 <br />N <br />CJ3 <br />7 <br />1 <br />D1 <br />1 <br />CJ5 <br />� <br />a <br />2 <br />DZ <br />CV <br />0 <br />FTF7 <br />ILL <br />X <br />—n— <br />/ 1 <br />/ \ <br />5 <br />�� <br />W <br />\\ <br />D2 <br />W <br />04 0 <br />1--1------- <br />LL. � <br />--- -- ----- <br />-- — <br />__14 ---- <br />-----_ 115 <br />__ 116 <br />— — — — — <br />FT8G <br />Q <br />1 <br />1Eb <br />1 W <br />X <br />1 <br />7 <br />� <br />1 <br />�, <br />W <br />D1 <br />0 <br />¢ <br />Q <br />CDQ <br />Q <br />Q <br />Al <br />co <br />LO U_CJ5 <br />ILL U <br />FTF1 <br />FTF1 <br />—40 FC03 <br />I- <br />". <br />1 <br />1 <br />1 <br />J <br />a <br />N_ <br />CV <br />4 <br />C <br />c <br />FT1GE <br />r U U U <br />2 <br />A �GTYP. <br />J Iyv(_a)ZJIUHY <br />S6 <br />-0 <br />@ 24" O.C. <br />iy <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/19 <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 -1 Od 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 />18 - 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 Old 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. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. ! 20 10dx1-1/2 <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 />K <br />HD313 * <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 - 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 31/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS2$ <br />1 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 />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 />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 />14-1 Od 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" 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 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />^}{" <br />HTS 20 <br />1450 <br />1245 <br />24-10d 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 />10-10d <br />SPT22 <br />1 685 <br />18-10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />12-1OdX11/2" <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 />(e) <br />t6) <br />(A) <br />(' <br />11 ') <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 POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (8) 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, (6) 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. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR p PLY CgRRIER—J <br />(A) <br />INTERSECTIONS. SPLICING <br />/ 2 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 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 />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) o <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />/IF <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUSS--- <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />SEE PLAN <br />TRUSS BRIG. <br />., ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />A SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />SHEATHING <br />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 314" = l'-0" <br />MAIN FRAMING PLANT <br />SCALE: =� 7 <br />CD V <br />,gloom <br />M <br />— o <br />z(0 <br />Q <br />a. <br />z <br />C: <br />V) UI <br />n c <br />� <br />DU <br />w <br />�_ p <br />— <br />O LU <br />m <br />t- <br />N <br />o <br />(a <br />o CO <br />m <br />L1J E <br />— 8 <br />N M <br />��M <br />_ <br />U <br />o o �' <br />U_ C <br />iu <br />Q M <br />.� <br />o 2 00 <br />M Q o <br />B D. <br />:Jt <br />N N <br />-w O � -i1 N <br />en <br />Z_ W �M�z � z <br />'� v M :2 � <br />Ej <br />J <br />W aNg'70 w <br />W ' c_ o <br />LLZ +'AIL <br />W <br />N o °' ¢ o <br />-*. y '4�I.��" <br />�., fJ� Iri <br />IICW W.FDSP,�iG. I•� <br />y <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specfications 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 st uctural 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 />oz <br />0 <br />uo <br />W <br />za <br />z <br />480 <br />�0WW <br />Q <br />—� <br />oZZ <br />/ \ <br />vz <br />L <br />O W N <br />m <br />< <br />L <br />ZO <br />} V <br />i Z <br />iE <br />O <br />0 <br />OC) <br />OJ <br />a <br />u,9 <br />U <br />= <br />N <br />ILL <br />;� <br />o00 <br />i� Y r <br />o <br />0 <br />^, <br />O <br />vo-.2 <br />'ao¢ <br />Z¢ Q <br />l V <br />�- <br />Z <br /><L <br />� <br />¢LLJ <br />80�U. <br />z <br />z <br />0'2 � <br />w <br />J <br />Ln <br />r-i <br />Lljl <br />w <br />=QZo <br />Rho § <br />$gta- <br />M <br />Q <br />z <br />z <br />Paz <br />a Z S <br />*k <br />m <br />iM <br />J� <br />� <br />4z <br />J <br />^J <br />'_^ <br />SCALE : AS NOTED <br />DATE : 7/29/2019 <br />TECH: SCASEY <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />7.0 <br />