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®A- <br />W <br />v <br />S <br />r <br />O <br />0 <br />d- <br />r. <br />LO <br />co <br />Q <br />rn <br />L0 <br />N <br />-°v <br />0 <br />J <br />00 <br />Q <br />«0 <br />fl <br />'KING <br />UPLIFT CONNECTION CROSS-REFERENCE <br />3/29/18 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 - 1 Od 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. 118 10dx1-112 <br />HTT4 <br />2715 <br />5/8" ANCH. 120 10dxl.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />50ANCH.1 26 10cIA-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />K <br />HD B * <br />3130 <br />30 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <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 />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 />14-10d 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" 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 />HTS 20 <br />1450 <br />1245 <br />24-1Od 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 />1 685 <br />8-10d <br />SP2 <br />1 1065 <br />605 <br />12-1Old <br />1030 <br />12-10d <br />HCP2 <br />1 645 <br />555 <br />______+_SPT24 <br />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 />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />V�if <br />CARRIER <br />— <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 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />4ARRIER--t <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 O <br />(A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5 4' 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.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUSS ---FLOOR <br />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 BRG. <br />a <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />rFCO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN <br />SCALE: Y4'=V-0" 1 <br />CD <br />Z M <br />_ o <br />Z c`fly <br />Z <br />COX <br />Q <br />a <br />Ln C.4 <br />w <br />� p <br />�U — <br />O `-'-I <br />(!)ZD <br />co <br />U <br />o� <br />COI-- <br />W E <br />�8 <br />�M M <br />maM <br />ngi <br />r7i <br />CN <br />p` �o o , <br />u- <br />U <br />00 <br />Q- <br />o <br />Qrn <br />cn o <br />U.)0 <br />M Q o <br />' <br />ED. <br />N C B D C <br />N N <br />.w ('7 W <br />LU g <br />Z W <br />�� <br />09 � U r� w <br />W <br />W > mLL <br />L <br />Z C:' O <br />LL Z 'R m ,7 <br />W N Q M A <br />N <br />O O O O <br />www. .�loME4tfill go <br />'y <br />co <br />.... • <br />''n��•SE <br />o" ✓ <br />O �. <br />U <br />rrQ F E S MO <br />nS�w <br />� <br />d1gR6E4f . <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 />oa <br />�o <br />Lu <br />za <br /><¢ <br />F <br />z <br />w ¢ x <br />UZOO <br />o0�x <br />Q <br />Zz <br />J <br />a <br />��L. <br />�2� <br />002 <br />z <br />i;wwN <br />�Lo <br />G <br />Z O <br />} 8 <br />i Z <br />� <br />z <br />LL <br />LL <br />4 <br />D <br />a <br />� <br />Er <br />'00 <br />= <br />a <br />�w <br />o <br />= <br />JO <br />LL <br />Lu <br />O O <br />r,�i <br />O d. <br />J <br />L / <br />I_ <br />O <br />Q U <br />i0 <br />O <br />jO�a <br />d-Y <br />Lam\ <br />V / <br />rr <br />a <br />zWz¢ <br />Z <br />W <br />r—I <br />W <br />a 2 t <br />O <br />aWU <br />000 <br />Q <br />Z <br />I- <br />�¢z <br />T I <br />Z <br />L <br />a z <br />0 <br />'Lr) <br />oo <br />z <br />g <br />W <br />= <br />o <br />� <br />rn <br />,-i <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5al <br />SHEET NO. <br />7.0 <br />r°• <br />