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b <br />W <br />L0 <br />H <br />Q <br />00 <br />a <br />UPLIFT CONNECTION CROSS-REFERENCE <br />ro,�ne <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 />1 455 <br />320 <br />18 - 8d <br />R73 <br />610 <br />525 <br />18 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />-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 />5l8" AN H. / 8 10 1-112 <br />HTT4 <br />2715 <br />518" ANCH. f 20 1061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 126 10dx1.112" <br />HTT5 <br />3225 <br />518" ANCH. f(28)10dxl-112 <br />" <br />3130 <br />3050 <br />15/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />518" ANCH, 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />1718"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1 /1 7 <br />/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 />O <br />HUS28 <br />2000/4220 " <br />1720/3125 " <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />1 — <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 />MT820 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />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" <br />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 />1 - 10d <br />SPT22 <br />685 <br />8 - <br />SP2 <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />55512-1 <br />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 RECI'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 />240-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />cal <br />(81 <br />(A) <br />(+ <br />pill 1k <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 />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 />�y cq�R�ER -(A)- <br />1 OR PLN <br />INTERSECTIONS. SPLICING <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-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 />ROOF FRAMING PLANT <br />SCALE: Y4"=1'-0" <br />z � <br />Z Z <br />Q <br />a <br />Z <br />Ln UI <br />Q) <br />C <br />i--J Lu <br />(DMM <br />U — <br />0 w <br />U <br />L U <br />■ ® ~ <br />m N <br />tttppp cMn <br />U � <br />� `L o <br />� a <br />a;¢ d <br />o <br />N_p N <br />V N <br />oz z <br />LULL <br />�m <br />ITOMCA�,\� <br />M <br />i1 <br />DlSNG.0 <br />10 <br />O r <br />tt(IIIl1� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within Ihese <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the sl uctural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LE N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z< <br />Z� <br />a. <br />U <br />�ooCCU <br />wQ� <br />L <br />C <br />Q <br />z <br />Z <br />L— <br />0 <br />.o <br />�. <br />0 <br />W <br />= <br />�� <br />1LJ._"�O <br />fV, <br />O <br />g� <br />Lij <br />Z <br />w <br />Ln <br />aj <br />J <br />4 <br />W <br />z <br />^L <br />Z8 <br />r <br />0 <br />� <br />tb <br />Z <br />J <br />tu- <br />= <br />9 <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO" 4w0 <br />SHEET NO. <br />7.0 <br />