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(2,' <br />TYP <br />U.N.0 <br />(2) <br />-0 <br />Ln <br />c::, <br />C4 <br />r- <br />LO <br />C14 <br />C14 <br />LO <br />C14 <br />LO <br />CN <br />co <br />C-) <br />C'9 <br />E <br />E <br />0 <br />04 <br />C14 <br />M <br />(2) <br />(2) <br />(2) <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 - 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 />18 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 1 Od 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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Old <br />H <br />HT74 <br />3610 <br />3105 <br />518" ANCH. 08) 10dxl -1/2 <br />HTT4 <br />2715 <br />518" ANCH. /(20) 1061-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 1(26) 10dxl-112" <br />HTT5 <br />3225 <br />518!' ANCH. /(28) 10dxl-1/2 <br />K <br />HD3B* <br />3130 <br />3050 <br />15/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B- <br />1 4505 <br />3785 <br />15/8" 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 1/2" <br />HUS28 <br />2570/4345 <br />1 — <br />30d - 1 6d x 3-1/2'. <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Old x 1 1/2" <br />MTW12 <br />1195 <br />1 05 <br />14-1 Od 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 />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od 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)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />Ov <br />HTS 20 <br />1 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 />12-10d <br />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 Od X 1 1/2" 1 <br />1 <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 & 241, <br />OC FOR CARPET AREA'S <br />PROP HIP <br />DETAIL <br />2-M MAXIUM SPACING ON VERTICALS OF (6) TRUSS <br />(+ +) <br />A III <br />(B) =;7 <br />(B) <br />7A <br />(A) <br />A I <br />1%'\—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 />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 <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE 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 CARRIER—J —(A) <br />1/02 �xCONT <br />INTERSECTIONS. <br />SPLICING <br />XC L <br />LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMINU 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 />ZMAX 2x12 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 PT. SYP, LEDGER. <br />FY TOP <br />FIELD VERI 7 OF LEDGER <br />W1 RT3A TOP & BOTTOM TO <br />H— LEDGER <br />\,jMASONRY) <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—A <br />SCALE: Y4"= V-0" <br />Cj <br />131 <br />Ln CD <br />Q) C-1,3 <br />4--J LU <br />U <br />0 LU <br />C-13 <br />Ln <br />E <br />C5 <br />C14 <br />I <br />U-j <br />E <br />0 <br />S)m m <br />Cc CQ <br />(' <br />[2 -0 co <br />o C 04 <br />0 C) <br />(a <br />U- 00 <br />1:5 C6 <br />0 '. r­ <br />0 <br />0) <br />U) 5. 6 <br />LO 0 7Ir, <br />Ci <br />A <br />CD .0 <br />P, <br />C; <br />'0 <br />LU < <br />L! 0. <br />ja <br />Z 0 <br />C �4 C? <br />0 P.- <br />!c" <br />z <br />LU <br />VV <br />F COM <br />ASE <br />%co <br />< <br />0 <br />e <br />o <br />To the best ofthe Engineers knowledge, information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Horde 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 />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 />0 <br />z < <br />z 0. <br />< <br />UE00 <br />U0 <br />Ir 10 Q� <br />z u, ,c <br />Z <br />z z <br />a Z <br />0 uu <br />< <br />8 Lu <br />z 0 <br />U <br />0 <br />Z� <br />< <br />0 <br />> <br />cc <br />LL <br />z <br />< <br />uj <br />U <br />U-) <br />r"4 <br />re) <br />g <br />-RE <br />P <br />0 2 C�,- <br />9 0 <br />rj <br />z <br />< <br />Lr) <br />�U- 00� <br />z <br />z <br />r-j <br />E2 0 <br />CY2 r, <br />LLJ <br />L0 <br />Lij <br />< <br />Lij <br />2: <br />< <br />z <br />< LU LL :5 <br />8 � z ou <br />VI F� u <br />< <br />8 <br />C� z <br />< <br />V) <br />< z <br />Ro <br />0 <br />'0 <br />06 <br />z <br />:5 <br />Uj <br />3: <br />� <br />< <br />r-1 <br />T-11 <br />0- <br />Ul) <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: M3AMES <br />VERSION NO' 4n2 <br />SHEET NO. <br />7.1 <br />--F 1—i <br />—7-1 1 i I 11i) VjWlff v7L�-liqi �lt, 1!1 thl. 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