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J! -a i� <br />'KING <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 />H2.56 <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 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 1/2" <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 />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. 108) 10dxl-1/2 <br />HTT4 <br />2715 <br />518"ANCH. /(20) 10dxl-1/2 <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26) 10dxl-112" <br />HTT5 <br />3225 <br />518- ANCH. /(28) 10dxl-1/2 <br />3130 <br />3050 <br />518"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8- DIA. BOLTS <br />L <br />4505 <br />3785 <br />5t8"ANCH. 3/4"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />12 - 7/8" DIA. BOLTS <br />M <br />6645 <br />5650 <br />7/8"ANCH. 314" STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 1 Od <br />P <br />HUR26 <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 -1 6d x 3-1/2" <br />R <br />MTS12 <br />1 <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 />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />1 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 />"X11 <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 1 <br />535 <br />0 - 10d <br />10 <br />I SPT22 <br />685 <br />8 - 10d <br />605 <br />f12 - 10d <br />SPT24 <br />1030 <br />1 <br />12 - 10d <br />HCP2 <br />645 <br />555 1 <br />12-1 Od X 1 1/2' <br />1 <br />1 <br />MINIMUM WMEMBER <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 & 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 r\\ I+ +) <br />A I I <br />(B) <br />(A) <br />A 11 11 11 1 11 11 <br />1"�l OR 2 PLY <br />Fri/ I I <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. 1 28"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) 2A 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 />1 OR <br />2 P Y ER—j —(A)— <br />&NTM <br />INTERSECTIONS. SPLICING <br />2x <br />C <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-01' ON A HORIZONTAL PROJECTION. <br />NU I L: bEtz bH[=L I U-1 I-UR 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 />SHEATHING (SEE TB1 3 <br />FOR NAILING INFO.) — <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS- <br />2x4 CONT. RIBBON W1 - <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END — <br />8d NAILS @ 24" O.C. <br />TO BLOCKING — <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />SEE PLAN <br />'IFTRUSS BRG. <br />ONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />L-STRUCTURAL <br />SHEATHING <br />CO�3 CANT. FLOOR TRUSS CONN_, <br />I SCALE: 3/4" = 1 '-0" <br />SCALE: Y4 <br />0 <br />z 0 <br />-0 <br />Z19 <br />z <br />u) <br />a <br />Z <br />4--J LU <br />0 <br />0 LLJ <br />E <br />0 <br />V) <br />yz(z <br />00 <br />cNe) <br />LU <br />j,-- E <br />— 8 <br />0) ce) <br />C W co <br />E! 72 cco, <br />000 <br />ii/W <br />CLO <br />< 0 <br />CD <br />0 <br />0 <br />A <br />I <br />N.0 H.D C <br />If <br />— <br />R <br />D. <br />LO <br />Cn <br />1AZM <br />74d co <br />MW 4W — I-- rL 'Llov, <br />r <br />UJI <br />P, <br />W 0 <br />0 A. <br />?5 <br />Z CP <br />LL <br />Q)A- 8 <br />< N <br />Ul CW11 8 <br />6 <br />Ffil <br />tx� <br />� El <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal Is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />C) <br />z <br />0 <br />P-4 4-J C) <br />V) C) <br />p <br />4 -r N <br />U-) M Lr) <br />z <br />OL- <br />U — Ln <br />L— LL <br />zCL <br />U fu <br />CK <br />CL 00 <br />z 3i E <br />z (0 <br />LLj C) F- <br />W tD <br />g <br />H <br />17 <br />zL) <br />ui <br />11 � 0- <br />10:-, 0 <br />0 <br />- <br />z u 03 x <br />dz� <br />W. <br />� R 6:1 <br />0 <br />Lr) <br />< <br />Cr <br />z <br />z <br />'a <br />N <br />LL <br />Ln <br />0 <br />> <br />0 <br />0 <br />V) <br />—j <br />LL <br />LL <br />0 <br />LU <br />8 <br />18 <br />-j <br />rj <br />0 <br />5181 <br />LL4 ar <br />< <br />Z <br />z <br />Uj <br />r-4 <br />Ln <br />< <br />r-4 <br />< <br />z <br />Lu 1-; <br />co <br />v- <br />Z <br />Z <br />LLJ <br />0 <br />z <br />uj <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEET NO. <br />7.0 <br />�le, <br />Z <br />