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A <br />S6 <br />T TYP @ 2 STORY <br />FT1GE <br />U-) <br />U- -n <br />U- U- -n <br />LD <br />LL <br />k <br />FT8G <br />.116 <br />115 <br />-- — — — — — — — — — <br />7 ------ <br />-- — — — — — — — — <br />-- — — — — — — — — — — — — <br />------- <br />El <br />11 <br />L �: <br />FTF1 <br />FTF1 <br />�7. <br />-------- <br />C\1 <br />N <br />0 <br />U— <br />A <br />6 <br />A <br />FTF7 <br />..................... <br />I <br />U <br />U <br />t <br />I <br />H <br />U <br />Ll <br />Ll <br />Ll <br />0 TYP @ 2 STORY <br />11 <br />7n <br />&0�3 <br />1xv, <br />UPLIFT CONNECTION CROSS-REFERENCE <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 - 1 Od 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 - 1 Od 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 />110 - 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 Gd x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT1 6A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. /08) 10dxl-112 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 1 (26) 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28) 10dxl-112 <br />K <br />HD35 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />378 <br />518" ANCH. 3/4"STUD BOLTS <br />TDX6 <br />5320 <br />2 - 7/8" DIA. BOLTS <br />M <br />HD71B - <br />6645 <br />5650 <br />718"ANCH. 3/4" STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS 6 <br />1165/1070 <br />1005/915 <br />8 - 1 Od 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 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -1 6d 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 />1 14-1 Old x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22-10dX(1)5/8"ATR 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 />Or <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />Spi <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 1 Od <br />SP2 <br />1065 <br />605 <br />19 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 Od 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 />(A) <br />A 1 11 1 1 <br />A I I I <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 />(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 />H <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 2 PLY CAR,�IER—J —(A) <br />Ji r/2xCONTLED <br />INTERSECTIONS. SPLICING <br />ER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 />SHEATHING (SEE TB13 <br />FOR NAILING INFO.)---\ <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS-- <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />NAILS @ EA. END AjkSEE PLAN <br />TRUSS BRG. <br />Z -4 \—CONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. SEE PLAN <br />TO BLOCKING LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />rFCO3� CANT. FLOOR TRUSS CONN. <br />I I SCALE: 3/4" = 1 '-0" <br />MAIN FRAMING PLAN. <br />SCALE: Y4"=1'-0" <br />C) <br />to <br />T4--J <br />Lij <br />ru C� <br />U — <br />0 LU <br />V) <br />To <br />E <br />0 <br />C) <br />0 CD <br />Fn I-- <br />C14 <br />L-U <br />E <br />a) M <br />0) ca Cl) <br />C CO <br />T co <br />O's C', <br />C) <br />r- LL 00 <br />0 <br />cj:� <br />q <br />-1 <br />< 0 <br />C)) <br />'CL <br />0 <br />A] I <br />BID. <br />DO <br />C3 <br />z III, § CP. �z <br />U) <br />1_2 � <br />= '5 , <br />.4 U� <br />LU � 4) <br />UA 4j - E 2 <br />Cn M <br />Z 0 CL— <br />GO 0 <br />WXOMD 0 E <br />--j <br />rr <br />144 <br />z. <br />0 FESS-\0 <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 beadng <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www,LennarTampa.com <br />0 Z <br />LU <br />z <br />z <br />LU <br />U 00 <br />U <br />Re <br />0 <br />LL ce <br />ISLU <br />V) <br />zz <br />E3 <br />< <br />cc <br />z <br />z <br />z <br />D <br />0 <br />z <br />0 <br />00 <br />0 <br />U <br />OC) <br />—j <br />LL- <br />L6 9 <br />�5� . <br />po Zo <br />LL <br />0 <br /><U6 <br />0 <br />r1r <br />< <br />u, <br />z <br />Z <br />Lu 92 t2 <br />Ln <br />Lij <br />5' <br />< <br />Lij <br />< <br />z <br />=<,- - <br />Q� z <br />C) <br />00 <br />C-q <br />Z <br />V<) S <br />z <br />0 <br />0 <br />cb <br />z <br />UJI <br />rn <br />z <br />uj <br />rn <br />T-4 <br />F:; <br />0 <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION NO - 10 <br />SHEET NO. <br />7.0 <br />