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A A A A <br />(2) 33 (2) (2) <br />2 <br />J <br />Q <br />D <br />D <br />JV <br />COVID' <br />A y D D <br />CJ3A <br />I CJ5B <br />Ib <br />D <br />w <br />G) <br />D <br />(2) <br />D <br />to <br />D <br />., <br />D <br />u, <br />D <br />w <br />:: <br />• • <br />;.. <br />m <br />Q <br />m <br />Q <br />D <br />D <br />D <br />C) <br />Q <br />Q <br />Q <br />::� <br />. ... <br />, • <br />1 <br />1 IfEJ7A 1 1 <br />r <br />D <br />m <br />N <br />W <br />0 <br />m <br />U <br />U <br />U <br />1 1 <br />I <br />A <br />I EJ7BFi <br />7 <br />" <br />°' <br />EJ7B <br />EJ7A <br />0(21) <br />FL <br />EJ7 <br />D1 <br />EJ7 <br />EJ7 I <br />EJ7Jim <br />oil <br />EJ7 q <br />S3 <br />EJ7 I <br />CJ3 <br />" CJ5 <br />' <br />�CJ1 <br />C— <br />j <br />EJ7ALl <br />EJ7A <br />EJ7A <br />: <br />:• <br />• • • <br />•' <br />. • • <br />... <br />• .. <br />EJ7A <br />..... <br />... <br />i3 <br />EJ7 <br />'0 <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />kCJ <br />Cil <br />:t <br />A <br />A S3 <br />(2) q <br />(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CAPACITY <br />CAPACITY <br />SYP <br />SPF <br />SYP <br />SPF <br />O <br />CONNECTOR <br />FASTENERS <br />CONNECTOR <br />FASTENERS <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 />R73 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META201 <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 10dxl-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. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />518" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />305 <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. 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. 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 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 3-112" <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 1-112" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />1 1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <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 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 3112 & 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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />++) <br />(B) <br />B) <br />(" <br />") <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <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 />(B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). <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 />(+) <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 />y <br />1 OR PL LEDGEE R ------(A) <br />INTERSECTIONS. SPLICING <br />XCO <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 />63 <br />IDzoCID <br />— o to <br />Z co 0 <br />2 <br />Z <br />N� <br />Q <br />-J �cNnrn <br />n- m ti <br />Q L u7 <br />N <br />C LIL <br />�z <br />�..% M -a N <br />0 m <br />n, 0 <br />W crs tf 'm <br />� W o2 <br />M p co <br />�V <br />— <br />O W — <br />C <br />E o <br />NM <br />O co M <br />W CUN <br />o mac <br />U CDOc0 <br />= ai LL <br />Cio <br />Y <br />�✓ Y 0 O <br />Q rn va <br />) Q <br />In <br />�r <br />w <br />A1 u c g D c <br />B D® �` �•. <br />Na x� <br />Z .W `c0 .J _ <br />LL IL <br />, <br />i > m h <br />J� N\Y <br />R`v N ¢ o <br />LL <br />Zz <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 5th 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 />ON <br />Z <br />N f�, <br />F•-1 ;E! O <br />IqO <br />> V) M O <br />I4 <br />Q V) <br />a <br />V) <br />Lf) <br />Q L- LL <br />�. Gt. . M <br />� U C '-' <br />0000 <br />z <br />Q <br />E <br />z�M <br />W -i� <br />oZ <br />�0 <br />3 <br />w <br />za <br />x¢ <br />z <br />¢tea <br />0 � <br />o�U. <br />zw°w� <br />n <br />r�y2wz <br />2'� J <br />I— <br />vOu <br />Yap,n <br />z <br />to z N W <br />�Zo <br />oNw <br />zz <br />}o <br />¢z <br />E <br />ILL. <br />L4 3: <br />o <br />�O <br />O <br />0 <br />z <br />U <br />iz <br />(a <br />_l <br />L.L. <br />Lu <br />'o <br />L1_ <br />" <br />< <br />0 .. <br />O <br />le0 <br />o <br />ejXm� <br />N <br />CC <br />z Z< <br />J <br />Q <br />z <br />O�cG <br />z <br />LU <br />N <br />Lr) <br />awo <br />S� <br />Q 2 z <br />J <br />rl <br />LL I <br />LLJ <br />Q <br />in ~o z o <br />E¢8 <br />O <br />I� <br />¢ <br />z <br />a�z <br />k <br />Ln <br />z <br />a Z z <br />m <br />O <br />i <br />z <br />W <br />= <br />�o <br />a z <br />,--I <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />