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A <br />(2) A A (2) A (2) <br />C <br />c <br />I A <br />w D <br />D <br />D <br />cDo <br />cDi, <br />w <br />m <br />a <br />m <br />Q <br />D <br />D <br />D <br />Q <br />Q <br />Q <br />Q <br />D <br />p <br />D <br />rn <br />D <br />o0 <br />D <br />o <br />D <br />Iv <br />W W w n�i n <br />G) <br />CJ3A <br />CJ3 <br />CJ5B <br />EJ5 <br />D <br />w <br />EJ5 <br />EJ76 <br />EJ5 <br />r <br />t7 ti✓S <br />EJ7B <br />EJ7A <br />D1 CJ3 <br />I <br />` <br />EJ7A <br />CJ 1 <br />` <br />EPA <br />I <br />EJ51 <br />> G)<__D(2 <br />CJ31 <br />EJ7A <br />` <br />EJ7A <br />Nil <br />G1 <br />EJ7A D <br />G7 <br />A <br />_ _ <br />1 <br />7 EJ7 <br />D1 I <br />EJ7A <br />1 1 <br />1 1 <br />1 1 <br />EJ7 I <br />EJ7A <br />1 1 <br />1 1 <br />11 <br />EJ7 <br />EJ7 <br />0(2) <br />EJ7 <br />EJ7 <br />EJ7 A <br />EJ7 <br />I <br />S3 <br />ER <br />i <br />EJ7 <br />CJ5 <br />CJ5 <br />CJ3 <br />(7 ` <br />L � <br />CJ3 <br />cn <br />L <br />CA <br />CJ 1 <br />n <br />L <br />n <br />L <br />A <br />A S3 <br />(2) A <br />(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <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 1 112" <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 />118 - 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-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 10dxl-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)1061-112 <br />K <br />HD3B * <br />1 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 />785 <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 />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 />14-10d 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 />"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 />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 />45 <br />555 <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 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 />+ +) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 />). <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 BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR PLY LEDGER <br />(A) i$ <br />INTERSECTIONS. <br />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'-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 />SCALE: %4"=1'-0" I <br />N�r� ir",jo � <br />LL, <br />LI <br />Z ch <br />_ o <br />z�z <br />Q <br />C <br />w <br />is p <br />�V — <br />O W <br />N <br />L <br />o <br />� <br />(, <br />_o 0 <br />m N <br />W <br />f— <br />N CM <br />M <br />O)ca <br />N M <br />U <br />_ ai <br />:0 <br />O o N <br />/ \ N <br />�J <br />L L - 00 <br />41 <br />Q CP <br />44 <br />N <br />Q <br />rn Q o <br />A I <br />B D® <br />N-8 D C <br />m--e <br />N N <br />ZO <br />42 N O O N <br />2 <br />Z W MNOO,pZ w z <br />A� J Eq C <br />ii � ti O w , <br />`r <br />LN . a: w <br />W ¢' E 0 a <br />rn � <br />O v � C3< O <br />m o <br />Z Vf M m 0, <br />W aN¢"A <br />':. <br />. <br />WW-GV -- bSENCq.4Q1 ;/ �,y' <br />='\ Iff�rl.7 GVa <br />4,e <br />b <br />tgMf rjet�,1S�V <br />Ofluit111*5 <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 />OZ <br />0 <br />� <br />p <br />¢� <br />�F <br />z <br />w <br />-�80 <br />ZU a�aQ <br />Z <br />Z <br />n <br />Li- <br />W Z <br />LU0 J <br />9 . W � 0 J <br />K <br />U'uJ �-N <br />w <br />I <br />z <br />� <br />ZO <br />U <br />2: Z <br />U_S <br />rr <br />11� <br />O <br />Z <br />J <br />O <br />�J <br />T7 <br />LL <br />\ <br />��o <br />F- <br />Q <br />J <br />LL <br />O <br />Q U <br />�0 <br />WO�a <br />O <br />U <br />N <br />Cr <br />Z<Za <br />Q< L <br />Q <br />�0 <br />z <br />Z <br />o°o <br />�o� <br />a o <br />W <br />J <br />Lfi <br />0t7"O <br />U <br />rl <br />Q <br />Z <br />V) V <br />F 10 <br />z <br />kp <br />Z <br />a o 0 <br />00 <br />Lr)Z <br />J� <br />c <br />= <br />a <br />SCALE : AS NOTED <br />DATE : 07/08/2019 <br />TECH: FM <br />VERSION NO. 4nO <br />SHEET NO. <br />7.0 <br />III I1 I I ..nI:I:I., , I I V 1� AT <br />H F <br />