Laserfiche WebLink
CJ1A <br />CJ3A <br />CJ5A <br />TYIO___" <br />CJ5A <br />CJ3A <br />CJIA <br />< < 0 -0 2 <br />Cl) C- <br />'�)2 <br />I <br />Or'] <br />im , <br />I <br />I <br />k4s, <br />, �j <br />N <br />CJ5A <br />CJ3A <br />CJ1A <br />< < 0 <br />co j C- <br />0 0 k-0 2 <br />0 0 0 <br />P. <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 - 1 Od x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 1 Od 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 />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - 8d X 1 1/2" <br />E <br />META201 <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 />HHETA201 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1 1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />IRT1 6A <br />1380 <br />11 w) <br />19-1 ()(1 X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/9'ANCH. 08) 10dxl-lt2 <br />HTT4 <br />2715 <br />5/8" ANCH. 1(20) 1061-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / (26) 10dxl-112" <br />HTT5 <br />3225 <br />518" ANCH, 1(28) 10dxl-1/2 <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 />HD5B * <br />4605 <br />3785 <br />5/8" ANCH. 314!'STUD BOLTS <br />TDX6 <br />5320 <br />- <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <br />6645 <br />5650 <br />718"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1 116511070 - <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 />192513295 <br />- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />200014220 - <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />- <br />1 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 />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 />1 1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od 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)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 />1 585 <br />1 535 <br />10 - 1 Od <br />SPT22 <br />1 685 <br />8- 10d <br />SP2 <br />1 1065 <br />1 605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />HrP2 <br />1 645 <br />1 555 <br />12-1 Od X 1 1/2" <br />1 <br />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 1360 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 />A <br />(B)=;A7 <br />(A) <br />A I <br />1A I I I it 1 11 1 <br />11 11 11 <br />11%\-10R2PLY <br />ARRIER <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 H <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4870C. (+) <br />1--5 <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 />"'-rw1/02 <br />1 OR 2 PLY CARRIER-J -(A) <br />INTERSECTIONS. SPLICING <br />XC L <br />x C OLN T L E DG E R <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-U'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. I <br />ROOF FRAMING PLAN <br />SCALE: Y4 <br />2!:C) <br />C) <br />V, <br />(1) <br />4--J Lu <br />(.n 0,- <br />T 0 LU <br />Cn ZD <br />1.20 <br />9 <br />1-- <br />M <br />C11 <br />p <br />LLJ <br />E <br />0) ce) <br />C M CO <br />C-0 .1 CN <br />0 <br />LL <br />_r_ OD <br />5 -00 <br />6 <br />0 <br />C) <br />C; <br />A I <br />R D. <br />N-C -D-C <br />Nw <br />�;r <br />U) <br />51 14, Z6 <br />1� <br />1z <br />LU <br />LU <br />z qlai <br />CN (D <br />s�, <br />m <br />J <br />CN <br />INN <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 Florida 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 />Engineer's signature and seal. <br />L Em Iq NAk Reft <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 z <br />Lu <br />Z.: c� <br />W < Cr Of <br />U400 <br />< <br />r- U 0 <br />onacr <br />LL- L% < <br />2 -. zz <br />00-JW <br />0 <br />N <br />@ <br />ui <br />W <br />CLE <br />F— <br />cc <br />z <br />z, <br />z <br />D <br />LL- <br />(4 <br />cy) <br />0 <br />z <br />0 <br />-0 <br />00 <br />0 <br />U <br />3: <br />00 <br />r% <br />q <br />--j <br />U- <br />z <br />R0 <br />0 <br />uj 5� M <br />0 <br />O,R <br />-,!� <, <br />r-4 <br />oc <br />5 <� <br />lcl� <br />< <br />Z <br />z <br />-.u-2 <br />i a Cc': <br />cc <br />Uj <br />L0 <br />Lij <br />Lij <br />< <br />< Lu <br />�-<zq <br />U <br />c) <br />00 <br />< <br />z <br />z <br />< z <br />< U, 0 <br />=) z <br />go <br />0 <br />06 <br />LLJ <br />� V) <br />�z <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAMES <br />VERSION NO - 10 <br />SHEET NO. <br />7.1 <br />