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(2. <br />TYP <br />U.N.O <br />(2� <br />�z <br />LO <br />0 <br />P <br />LO <br />tV <br />iV <br />I <br />J <br />m <br />C' <br />M <br />O <br />N <br />N <br />O� <br />v7 <br />O <br />J <br />r- I <br />Q <br />00 <br />00 <br />Q <br />N <br />N <br />0 <br />W <br />(2) <br />(2) <br />(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />10/2/1e <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 1 112" <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 />18 - 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 - 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.120 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dxl-1/2" <br />HTT5 <br />3225 <br />518" ANCH. /(28)10dxl-112 <br />K <br />HD3B * <br />313 <br />050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />37855/8" <br />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 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 />1 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" <br />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 1 <br />685 <br />1 <br />8 - 10d <br />SP2 <br />1065 <br />605 112-10d <br />SPT24 1 <br />1030 <br />12-10d <br />HCP2 <br />645 <br />555 1 <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 W13/8" 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 />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />FT <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 <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 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) <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 T-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 />MAX 2x12 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 PT. SYP. LEDGER. <br />FIELD VERIFY TOP OF LEDGER <br />W/ RT3A TOP & BOTTOM TO <br />LEDGER <br />(MASONRY) <br />1/4" x 4" TAPCON @ 12"O.C. <br />TYP TOP AND BOTTOM (WOOD) <br />1/4" X 3-1/2" WS35 WOOD SCREWS <br />@ EA. TRUSS VERTICAL <br />SHED ROOF DETAILS <br />SCALE: 3/4" = 1'-0" <br />MAIN FRAMING PLAN - ELEV-B <br />SCALE: %4"=1'-0" <br />zC) <br />— o <br />Z N <br />z� <br />Q <br />or <br />LU <br />U) Z <br />V) U <br />v� <br />4—.J w <br />C-) <br />�U — <br />O LL' <br />V) <br />ITO <br />0 <br />(TO~ <br />U <br />to <br />o^ <br />CO N <br />LU <br />p <br />'- U <br />CT ' d cc,))= <br />N <br />O _O N <br />ci <br />Cc <br />L o <br />Io <br />o <br />Q rn <br />in 0- o <br />av <br />v <br />rn ¢ a <br />N N <br />(D <br />O z; W <br />g�a o a o <br />LMNooz w z <br />U)u <br />a a l W <br />LU cLL a <br />10LU <br />o 0 <br />z 0 SgLL <br />U <br />♦.'v' L' s n • ....0. <br />o! <br />C <br />0 F E c, C,� t�t�t� <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 />L E 0140 N <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />W 0 <br />za <br />f Q <br />W<� <br />�z80 <br />o c < <br />FO <br />2 w Z <br />p <br />U O �u! <br />a 10 <br />U J LL N <br />Z Q <br />} U <br />zz <br />O <br />I- <br />Z <br />0 <br />Q <br />0 <br />O <br />L <br />Q <br />w< <br />U <br />cn <br />N <br />M� <br />z <br />' <br />o 'ram= <br />J <br />Q <br />x o s <br />M-2 <br />N <br />Ea0- <br />zaz� <br />k <br />� <br />W <br />N <br />o <br />Z <br />Eo-5 <br />Z <br />W <br />Ln <br />0'oFz <br />WC <br />diO<z <br />G <br />Ln O Y <br />0 F O <br />Q <br />zaQ`1z <br />Z <br />� <br />a0 o <br />O <br />ob <br />Z <br />g <br />W <br />= <br />a <br />rn <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4x2 <br />SHEET NO. <br />7.1 <br />