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■ . <br />I <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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% 8-1Od <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 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)10dx1-1/2 <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 B* <br />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 />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 />IU 26 <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HI IS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 -16d x 31/2" <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 31/2" <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 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1Od 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 />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" <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" x 3" WEDGE <br />BOLTS <br />W <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d 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-im <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 TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 />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 C <br />INTERSECTIONS. SPLICING <br />/ <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. <br />x CONT LEDGER <br />aATTACH OPENING KNEEWALL TO SIDE WALL <br />@ CORNER w/ (2) ROWS 12d NAILS @ 12" O.C. <br />2X4 #2 SYP DIAGONAL @ 24" <br />O.C. w/ MIN. (2) 12d TOENAILS <br />2X4 #2 SYP BLOCKING <br />@ 24" O.C. w/ MIN. (2) <br />12d TOENAILS EA. END <br />TOP OF OPENING VARIES <br />(A) <br />OR 2 PLY <br />;ARRIER <br />FRAME WALL BEYOND, <br />SEE DETAIL F/S4 <br />12'-8" T.O.P. <br />@ ENTRY <br />1 V-4" CLG. <br />@ FOYER <br />RAISED ENTRY <br />(1) USP MSTAM36 STRAP w/ <br />(13) 10d NAILS & (8) 4' X 2 4' <br />TAPCONS OR (1) USP LSTA30 <br />w/ (11) 10d NAILS TO HEADER "'ANCHOR BOLT <br />AND JAMB STUD BELOW 3" FROM EA. END <br />/ 1 \RF\/I.qFn I INTFI n I=NTRY I non w/ TPA NIC(111A <br />SCALE: 3/4"=1'-0" <br />*WHEN EXTERIOR SHEATHING IS APPLIED AND ATTACHED <br />PER NAILING SCHEDULE THE SP1 & SP2 SHALL BE OMITTED <br />ROOF FRAMING PLAN A <br />SCALE: Y4"=1'-0" 120MPH ENCLOSED <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />UI `o <br />Z co <br />0 <br />— o <br />Z CO <br />Z <br />Q <br />U, Z0 <br />V) 0 <br />N <br />4--) w <br />� p <br />— <br />m <br />v <br />w <br />O <br />~ <br />C <br />(/� = <br />r— <br />o <br />0 0 <br />m r` <br />U <br />W <br />E <br />— O <br />mM M <br />C MCI) <br />m,v_r0 <br />N <br />O - <br />U <br />= y <br />WW <br />U <br />O CD <br />L LL 00 <br />4 <br />�Y <br />Qfrn <br />� OL <br />U7 O� <br />`i<o <br />A' <br />N C B D C <br />re- <br />B <br />D. <br />9 <br />Z <br />IZ <br />W ..0 <br />W <br />0)0,� <br />�Z <br />jLLO <br />F— i <br />tj <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 />O <br />O <br />Z N <br />O�n <br />>UlMo <br />M <br />Q (n '(U Ln <br />IZ cn•�d' <br />WON <br />H � U- <br />CL .. <br />U a00 <br />a <br />E.. <br />§ fo <br />Z <br />WJ <br />C) <br />CF' <br />f <br />Oz <br />" <br />Z c7i <br />mz a <br />OZrza U <br />z>-QOU2: <br />�Z. z <br />C7zp a,92 <br />Oa(n0OL3oo <br />UF <br />0.0z <br />LLI z <br />� J <br />O <br />Ln <br />Q <br />N <br />= <br />Ln <br />e-\ <br />Q <br />z <br />J <br />O <br />� Q� <br />r.r <br />lz <br />ce <br />J <br />UWOOO <br />L- <br />z <br />Z <br />z&fg~zz <br />0w0Zp0 <br />IL <br />Q (7 J Q U �' <br />O <br />w iy LL" <br />DQ� <br />� <br />Ln� <br />z <br />Iowa <br />{s <br />O <br />t--i <br />LU <br />a a <br />Z <br />O <br />U. O <br />u_ <br />z <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAN D <br />VERSION NO. <br />100 <br />JOB NO: 17-5176 <br />SHEET NO. <br />6 <br />