Laserfiche WebLink
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 />8 - 8d <br />RT3 <br />610 <br />525 <br />18-8dX1 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/ <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 1 112" <br />RT1 6A <br />1380 <br />116n <br />Q-11 n1i x 1 1 /?'& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />1 5/8"ANCH. /08) 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 1(20) 1061-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />I51r ANCH. / (26) 10dxl-1/2' <br />HTT5 <br />3225 <br />518- ANCH. 8) 10dxl-lQ <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 />HD513 * <br />4505 <br />3785 <br />518"ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HDZEI * <br />6645 <br />5650 <br />718"ANCH. 314"STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />L 1-626 <br />1165/1070 <br />1005/915 <br />- 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HUS26 <br />1550/3335 <br />1335/2820 <br />.8 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />a <br />HUS28 <br />2000/4220 <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 112" <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 1 112* <br />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-112" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />1 22 - I 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 />.X. <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 />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT2 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 Od X 1 112" <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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />A <br />A 11 <br />B) <br />A I <br />(A) <br />1+ <br />—1 OR 2 PLY <br />CARRIER <br />/'T-t—r-T- <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 H <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 />'e,2 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />r: <br />1;jR 2 0 A) <br />e <br />INTERSECTIONS. SPLICING <br />T� <br />OV <br />OV <br />, T�%W <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 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 />ZMAX 2xl 2 @ 24"o.c. CUT TO SLOPE <br />— 2x1 2 #2 SYP. LEDGER. FEILD <br />VERIFY TOD OF LEDGER <br />W/ H3 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"- T-O" <br />MAIN FRAMING PLAN —A <br />SCALE: Y4"=1'-0" <br />00 <br />2 f <br />33 <br />__j <br />fl- <br />t00% <br />wid <br />Ln (D <br />Uj <br />ru <br />U <br />0 LU <br />th 0:: <br />V) <br />ru <br />W co <br />120 *9 C1141 <br />0 o <br />U. <br />Ch <br />Al <br />'T <br />z <br />LU E; IF <br />I 11v <br />z <br />um <br />< <br />F <br />r3 <br />OF Silt <br />, I w I <br />14 (it <br />" <br />To the best of the Englneees 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. Engineees signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E IM NARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />1 9 <br />Lu <br />z <br />0 <br />Wz <br />0 <br />z <br />-0 <br />0 <br />> <br />< <br />re) <br />u- <br />e3odj <br />r-4 <br />< <br />5 9 <br />Lu <br />00 <br />Z <br />Uj <br />r4 <br />Ln <br />Lij <br />2: <br />Lii <br />2: <br />< <br />< <br />Z <br />z <br />tu <br />co <br />0 <br />C:) <br />(� <br />Z <br />:5 <br />LU <br />rn <br />T-1 <br />10- <br />V) <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION No' 3ol <br />SHEET NO. <br />7.1 <br />