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I 71-I II I'Iul•Ip 1' II 'I I _ 111 • I'rt�n1�!Rl�tl j'Sfl'.! II I_. _ <br />A J <br />S6 TYP @ 2 STORY <br />FT1GE <br />LL 0 -n <br />qT <br />LL ILL w <br />LIL <br />LL <br />FT8G <br />116 <br />14 <br />— — — — — — — — — — — <br />FTF1 <br />FTF1 <br />N <br />- 5 <br />D2 <br />a <br />N_ <br />N <br />LL <br />FTF7 <br />J <br />A S6TYP @ 2 STORY <br />CO3 <br />n <br />D <br />n <br />L� <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dx1-112 <br />HTT4 <br />2715 <br />5/8" ANCH. ! 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. 12610dx1.1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dxl-1/2 <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 />HD513 * <br />1 4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <br />6645 <br />5550 <br />7/8" ANCH. 3/4" 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 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 />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 -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 />14-1Od x 1-112" <br />S <br />MTS 16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW 16 <br />1 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 />1 1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />nX!t <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10 -10d <br />SPT22 <br />685 <br />8 -10d <br />SP2 <br />1 1065 <br />605 <br />12-10d <br />SPT24 <br />12-10d <br />P2 <br />1 645 <br />555 <br />12-10d X 1 1/2" <br />__k_1030 <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/ 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 />(++) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR;PLY <br />PLY <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 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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <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 />1 OR PLY LEDGER <br />(A) �T4 <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-0" 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 />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />SEE PLAN <br />\dFTRUSS BRG. <br />—CONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />LSTRUCTURAL <br />SHEATHING <br />:C:0�3CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'.0" <br />MAIN FRAMING PLAN <br />SCALE: %4"=V-0" 1 <br />zo <br />z� <br />z <br />Q <br />r <br />U, z <br />V) (9 <br />Qj <br />is p <br />OW <br />af <br />F- <br />0 <br />V) = <br />o <br />r- <br />m ti <br />U <br />W <br />~ E <br />a)M <br />Gc (O Cl) <br />10 <br />N <br />U <br />dj <br />N <br />O o <br />C lL co, <br />co <br />U83 <br />CL <br />-.14tf7 <br /><C rn <br />O :f <br />rn Q o <br />D® <br />N w� <br />1 <br />yyh <br />fit,:} Oi� <br />j <br />co <br />N�o ;aQa! s�sa� <br />MNr <br />f <br />�+ o <br />Z <br />�z <br />L e <br />W �� <br />mom. I� <br />10z i�, <br />Z m. <br />W <br />n <br />To the best of the Engineer's-; _ gwle , i L'oL'fr-iatton, ar e�\ <br />belief, the structural plans an 'sy£Eeif)cations cont@ij1a41.k <br />within these drawings comply with £ha°'�1Fld€icfa <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z� <br />O v <br />1--1 4-J O <br />N M p <br />M <br />Q U-) fO Ln <br />Q LL <br />z <br />oC V CL 00 <br />ca <br />z <br />W <br />J <br />� <br />V_ <br />oZ <br />�s <br />W� <br />z a <br />Ea <br />z <br />w ¢ ce W <br />vzOp <br />U <br />Q <br />uj L <br />z� <br />I <br />�Z <br />n10 <br />z <br />�o <br />00 <br />z <br />w� <br />M <br />W <br />oZ <br />%- <br />¢o <br />QJ <br />N <br />¢ <br />U <br />z <br />r <br />1 <br />ILL <br />m <br />-� <br />o <br />0 <br />O <br />z <br />w <br />fu <br />U_ <br />o�z <br />0 <br />a <br />u— <br />¢ .4 <br />O <br />O <br />w�pU <br />N <br />I� <br />Ir <br />zQ�J <br />LL1¢¢¢ <br />Q <br />8�mn <br />z <br />� <br />to <br />w��o <br />w C U_L.0 <br />0�u-0 <br />—i <br />� <br />tL <br />Q <br />In z o <br />o <br />o a <br />,-i <br />N <br />Q <br />z <br />z <br />¢wZ <br />Rz <br />00 <br />N <br />a z <br />O <br />06 <br />= <br />,—i <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />7.0 <br />