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3Y <br />3LOCKING <br />LvA <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 />R77A <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 10dx1.1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. l 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5l8" 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 - 5/8" DIA. BOLTS <br />L <br />HD * <br />4505 <br />378 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <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 />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <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 />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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />„X„ <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <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 />12-10d 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/ 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 />(B) =77T <br />(B) <br />(A) <br />(+ <br />t OR 2 PLY <br />CARRIER <br />77� <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 />(+)� <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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 />J�./O2R CONT LEDGER <br />(A)� <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 />ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" <br />0 <br />Z Ch <br />_ O <br />Z <br />Q <br />J <br />Uj <br />Ln (D <br />a) v� <br />w <br />w <br />O o~ <br />0 <br />C) <br />N M M <br />L. <br />E <br />O <br />U <br />a MCV <br />O .O <br />= <br />L LL 00 <br />O <br />Q m <br />m Q o <br />F;:•a t�E `� , / N E <br />S <br />. <br />cty� Z <br />�J v <br />Ou li <br />'t t <br />fia M <br />0 <br />? F , <br />C-) g <br />To the best of the er's w - , nfor;� , and <br />belief, the structural ply� �,p ecif�ic�aft''�},�rtyy,��k ained <br />within these drawings compllaij t�tth-4l"sr Florida <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 r-, <br />r--I a-+ p <br />z <br />H U) M C:)M <br />a"4-) M Ln <br />(n <br />CL <br />V 0 <br />U- L() <br />Q <br />F4- <br />ro <br />Q U Q CO <br />u <br />z ro <br />W <br />Jo� <br />�o <br />�o <br />z g <br />g F- <br />Z <br />w Q od 0 <br />VZOp <br />QzUWzd <br />J <br />�E =,zz <br />� z <br />w <br />J <br />/1S <br />o- <br />0 <br />z <br />U <br />'0 <br />_ <br />UN.20 o <br />zZ <br />J <br />Q <br />a <br />7:w <br />o <br />g <br />z <br />-0 <br />Lr) <br />LL- <br />U-) i� <br />a� <br />O <br />0 <br />J <br />o <br />U-)N <br />LL <br />w <br />0 O Z <br />�w <br />0 <br />J =; <br /><Yp <br />VV <br />o6 <br />w0 <br />nS m o_ <br />N <br />z¢�< <br />w�za <br />c�aQ <br />Q <br />OOfo <br />Z <br />Z <br />N <br />Lua -mf <br />o <br />w <br />W <br />-J <br />L r) <br />ri <br />di <br />E <br />Q <br />Llj <br />Q <br />z <br />j¢ 2 o <br />U)~o z u <br />W�a <br />w~ <br />z °a='�z <br />C) <br />V <br />� <br />tu— <br />z <br />0 <br />06 <br />z <br />15= <br />�o <br />¢ W <br />,--I <br />a <br />(n <br />E <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO- 2mO <br />SHEET NO. <br />7.1 <br />