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v <br />Y <br />r. <br />i' <br />5 <br />3 <br />1 <br />UPPER FRAMING PLAN -A <br />SCALE: %4'=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/30/18 <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 1 112" <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 />518" ANCH. /( 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 1001-112" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28)10dxl-112 <br />K <br />HD3 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD B * <br />4505 <br />37855/8" <br />ANCH. 314" 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 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 3 112" <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 />1 1195 <br />1005 <br />14-10d 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 2-114" <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 />1 1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />H P2 <br />1 645 <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 / 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 />(B) <br />(B) <br />I- <br />(A) <br />») <br />A I <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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN 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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR 1PLYCONLEDGER <br />(A) <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 />0 V <br />zo <br />— C) <br />z1 <br />Q <br />a <br />(n (D <br />C <br />+—j w <br />O w <br />m <br />i� <br />o <br />Cl) <br />U <br />o <br />m N <br />W <br />l o�o <br />— <br />a) M M <br />U <br />aj <br />wi <br />O O N <br />U <br />�i <br />r"00 <br />a co <br />�C rn <br />Qv <br />� <br />rn ¢ o <br />B D <br />N w <br />o <br />10 <br />t� N N <br />v (D <br />Z Wiz fi' z° <br />U) <br />Wtj <br />'ChLU <br />O -Srn4<''44 <br />co <br />LL <br />LLI A <br />1YJi. S <br />U <br />C�4 <br />1 <br />••°° <br />L <br />Ci�, <br />�0 SS�Q <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers 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 />,o <br />za <br />Q f <br />W QccM <br />VZoo <br />z�< <br />wZ <br />O W <br />K � J <br />z <br />a Uj <br />O L o <br />V W N <br />¢ <br />Co jWF— <br />10 W O <br />z o <br />V x E <br />i� <br />R <br />Z <br />Z <br />z <br />-0 <br />�/ <br />;—;74 <br />0 <br />/\ <br />< <br />CC <br />Z <br />JW <br />U <br />�0 <br />Y <br />M <br />� <br />92 <br />oW ez <br />Q�r <br />i <br />0— <br />666y))) <br />m <br />W <br />O <br />J <br />N <br />z<�Q <br />cl�6 <br />¢ 0 <br />z <br />z <br />N <br />N <br />��° <br />a&Lij <br />J <br />T-11 <br />Uj <br />2: <br />Q <br />W W <br />'A r 0 <br />p a <br />Lu 8ha-0 <br />Ln <br />rn <br />a <br />z <br />C2 <br />o a <br />m <br />O <br />Ln <br />zQ <br />J <br />w <br />= <br />�Z <br />a <br />rn <br />r-+ <br />a <br />U0 <br />s <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO- 10 <br />SHEET NO. <br />7.2 <br />