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AE W . —L <br />3KING <br />wr <br />60moo <br />L <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 11/2" <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 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 11/2"& 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5V ANCH. 418) 10dxl-1/2 <br />HTT4 <br />2715 <br />5V ANCH. /(20) 1061-1/2 <br />i <br />HTTS <br />4350 <br />3740 <br />5/8"ANCH. / (26) 10dx1-11? <br />HTT5 <br />3225 <br />5W 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 - 5t8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />5V ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />71r 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 31' <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 />—0 <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 />MIW16 <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 />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MU GT <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)10d NAILS AND <br />(5)1/4"x3"WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 112" <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 />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />645 <br />555 <br />12-1 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 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 ARENS & 24" <br />OC FOR CARPET ARENS <br />DROP HIP DETAIL <br />2-0-0 MAXILIM SPACING ON VERTICALS OF (B) TRUSS <br />A I I <br />(B) <br />(A) <br />A I <br />A �NNNJNNNJ <br />(+ OR 2 PLY <br />CARRIER <br />1 -841 CLEAR GAP BETWEEN (8) TRUSSES 61 <br />'FASTEN EACH (B) TRUSS WE13 TO EACH (A) TRUSS TOP CHORD 0 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 (-I. <br />(B <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 21r x TGUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS NTH M <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48- OC. (+) <br />IN 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 R E <br />�?2 <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-T 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 />STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.) — <br />2X CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2X4 CONT. RIBBON W/ <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 />SHEATHING <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 />EACH TRUSS, <br />SEE PLAN <br />-LINTEL <br />SEE PLAN <br />*SEE PLAN <br />RUSS BRG. <br />AT <br />.CANT. FLOOR TRUSS CONN, - <br />SCALE: 3/4"= 1'-W <br />MAIN FRAMING PLAN <br />SCALE: Y4"=V-0" <br />0!� <br />z <br />0 <br />z <br />z <br />0 <br />V) (D <br />a) <br />C—/) <br />4-J LLJ <br />U <br />0 LU <br />C_W <br />0 <br />cq <br />U0 <br />00 <br />U <br />(D C1 <br />a M2 <br />E <br />8 <br />2 '0 V) <br />C, - 04 <br />00 <br />$ <br />0 (a <br />r- CL Co <br />S -00 <br />0 W_ <br />it <br />Cx <br />< 0 <br />LO <br />MD" <br />N-C-.-D C <br />T <br />CIA <br />01cli <br />IT 16 tp. <br />UI <br />CL <br />r <br />z 0) <br />LLIN <br />L) <br />-.11plisis <br />1�1� <br />To the best of the Engineer's knowiledge, i mation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida 8uilding <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 />z <br />0 <br />t-4 C) <br />V) <br />Q <br />> <br />4-J <br />< <br />z <br />0 <br />a) — Ln <br />I- U_ <br />cl� 3- <br />zF- <br />00 <br />< E <br />z �i (0 <br />Z F_ <br />LU C) <br />_j C:) <br />W %D <br />Lu <br />g <br />0, <br />z <br />Lu <br />2x� <br />g! 20 <br />Lu 20 <br />t <br />861 <br />Z8 <br />�ZE <br />cr- <br />z <br />0 <br />-0 <br />ILL <br />M <br />2: <br />x <br />fu <br />L_ <br />0 <br />Ln <br />I= <br />0 <br />iE <br />8 <br />93 <br />0 <br />> <br />0 <br />U <br />_j <br />LL <br />F- <br />0 <br />0 <br />0 915 <br />0 <br />ej id <br />Cr <br />< <br />LLI <br />ION <br />z <br />Z <br />LLJ <br />r*4 <br />Lf) <br />I u_ 2 <br />Uj 01: t2 <br />Uj <br />Lii <br />so <br />X <br />< <br />< <br />z <br />LLI <br />fiz <br />Ct') <br />z <br />Z <br />0 <br />0 <br />LU <br />M <br />z <br />rn <br />T-4 <br />0- <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION NO - 2v0 <br />SHEET NO. <br />7.0 <br />