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01 <br />TY <br />'KING <br />DRY <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 />H2.5A <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 - 1 Od 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. /(18) 10dxl-112 <br />HTT4 <br />2715 <br />518"ANCH. /(20) 1061-1/2 <br />i <br />HT75 <br />4350 <br />3740 <br />5/8"ANCH./(26 10dxl-112' <br />HTT5 <br />3225 <br />5/8' ANCH. 8) 10dxl-112 <br />K <br />HD313 <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 />4505 <br />3785 <br />5/8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B* <br />6645 <br />5650 <br />71F'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 />§ - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8-10d <br />P <br />HUS25 <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 />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 - 1 Od x 1 1/2" <br />MTW16 <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 />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 />(1 6)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 />HXH <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 />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />1 6,45 <br />5,55 <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 <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/ 30MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 241, <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL, <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />A I I K\ <br />— I I I �\\ <br />(B) 11 1 1 1 1111 <br />- (B) <br />(A) <br />A 11 1 1 1 11 11 <br />10 11 11 11 1 1 <br />(+ <br />11 11 <br />1 N\ <br />11 I"\-10R2PLY <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 />H <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) <br />IN <br />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 />[%1 0P <br />2 <br />JOIV�)K�ER—J —(A) <br />INTERSECTIONS. <br />SPLICING <br />x L <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-13" ON A HORIZONTAL PROJECTION. <br />NO TE: 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 />SCALE: Y4`"=1'-0" i <br />(D V0 <br />z M <br />0 <br />—01 <br />z (D <br />U) <br />Z <br />V) (D <br />Q) <br />U—) <br />+-j LU <br />U <br />LU <br />(D-V) 0f <br />E <br />0 <br />V) <br />00 <br />r-- <br />C14 <br />LU <br />E <br />8 <br />Im C13 <br />`­ 0 V) <br />2 "S co, <br />0.2 c, <br />r 4i <br />6 LL <br />0 <br />C> <br />of <br />< <br />Lo 0 v <br />ci <br />A I <br />ED. <br />n c <br />A <br />a, §-04� E <br />SAE <br />AS <br />z jf <br />0 <br />0 g'4.0 F <br />z <br />IL <br />e. <br />5 5 <br />CA 01 <br />N <br />0 <br />El 1:1 <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />withi these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />0 <br />z (14 <br />0 0) N <br />0-4 4.j C) <br />U0 — <br />0 <br />U-) M Lr) <br />-0 <br />z <br />t2 1= <br />a) —0 Ln <br />L- LL <br />F- C>L . 0 <br />c1r) <br />U <br />z <br />00 <br />z 3i E <br />z <br />LU C) <br />-j C) <br />W <br />z g <br />0 <br />480, <br />or- I x <br />- z <br />u, <br />:z <br />Ln <br />Cc: <br />zi <br />z <br />0 <br />'D <br />LL <br />4 <br />D <br />(0 <br />Ln <br />rr <br />0 <br />> <br />0 <br />0 <br />U <br />LL <br />0 <br />0 <br />< <br />r*4 <br />Z <br />z <br />Uj <br />(1*4 <br />Ln <br />ul CY U- <br />Uj <br />X <br />< <br />< <br />z <br />z <br />?.� I <br />wi-;0 <br />z <br />T-1 <br />Z <br />Z <br />t-u <br />LLJ <br />0 <br />r�l <br />:5 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEEr NO. <br />7.1 <br />