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b <br />C <br />a <br />N <br />0 <br />a <br />E <br />E <br />N <br />CV <br />U <br />W <br />m <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 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 1 112" <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.118 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. 12010dx1.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. 126 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />4505 <br />3785 <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 />718" ANCH. 314" 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 />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 />1 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" 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 />645 <br />555 <br />12-1 Old 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 LISP 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 />(+ <br />1 OR ;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 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 />4CARRIER <br />L� <br />FOR HIP PLANING TRUSSES. R1 <br />jl/�R2P <br />N <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />(A)INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEENCOMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. <br />NU I E: bEE SHEE I U-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 />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) ) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />4 <br />16d NAILS @ EA. TRUSS <br />V ��d�I <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />OILSEE PLAN <br />TRUSS BRIG. <br />a <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />(FC03 CANT. FLOOR <br />TRUSS CONN" <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN. <br />h, I <br />;✓ �J L_ <br />U � <br />zM <br />— o <br />Z N <br />z� <br />Q <br />CL <br />U) z <br />V) UI <br />cr0 <br />i--+ L-U <br />O w <br />DN <br />E <br />U <br />o0 <br />m N <br />LU <br />t� <br />0:)M co <br />N M CO <br />= 9u? <br />4�ij <br />O_ON <br />`i o <br />U <br />'5 nz <br />Q CDLO8-v <br />U) <br />M Q o <br />B D. <br />�e'° ` <br />•JIP <br />'t <br />_ N o <br />M # zo <br />Z ���m�z u'"u. Z <br />J 69 O <br />LU <br />LU w 3 <br />acorn <br />Z <br />O <br />Y . Q.Y. <br />W,WW FD-S.XGC0M <br />i <br />- ✓ LJ <br />� <br />!� N <br />!� Z N <br />/ <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 Flodda Building Code - <br />Residenfial 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 <br />Z <br />�s <br />w 0 <br />z d <br />f F <br />w48 <br />Z <br />Uz00 <br />0aCex <br />Q <br />J <br />�=zz <br />CL <br />�g�w <br />J <br />0 <br />O� o <br />LL <br />Z <br />U W N <br />m�a <br />L <br />� <br />zZ <br />>O <br />> <br />Q <br />rr <br />fZ <br />C)� <br />e.1 <br />Z <br />Z <br />Q <br />ILL. <br />4 <br />N <br />O <br />V <br />O <br />J W <br />Q <br />V <br />' r/ �' <br />I <br />ILL. <br />� <br />O O ZO <br />Q Y <br />J <br />N <br />0 <br />V <br />r / <br />O <br />r;O�a <br />pcp— <br />N <br />°C <br />z--wI <br /><auce <br />80�0 <br />z <br />Z <br />O* <br />r-I <br />a 2 � <br />U.j <br />J <br />Lfi <br />ri <br />LU <br />Q <br />ti_i <br />z <br />` � Z o <br />u <br />Q <br />ul IS <br />z <br />Paz <br />�, z S <br />W <br />t <br />J Ln <br />V) <br />o <br />SCALE: AS NOTED <br />DATE : 4/12/2019 <br />TECH: JBERCHAL <br />VERSION NO. 5ol <br />SHEET NO. <br />7.0 <br />