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". <br />EJ7BJICJ3A <br />°' <br />EJ7B <br />A <br />J7A <br />EJ7A <br />..... <br />. <br />V. <br />I <br />EJ7A <br />X <br />(2 <br />--- -- <br />EJ7 <br />1 <br />EJ7 <br />EJ7 <br />I <br />ER <br />EJ7 A <br />EJ7 I <br />CJ5 <br />CJ3 <br />�- <br />°i °' CJ1 <br />L <br />J <br />I <br />EJ7A <br />EJ7A <br />.... <br />: <br />.•• <br />••• <br />.... <br />EJ7A <br />EJ7A <br />... <br />S3 <br />EJ7A <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ30000, <br />w cn <br />CJ1 <br />L <br />J <br />A <br />A S3 <br />(2) <br />0(2) <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 - 10d 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 />518" ANCH.118 10dx1.1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. ! 20 1061.112 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH.1 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)1061-112 <br />K <br />HD313 * <br />3130 <br />30 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD513 * <br />4505 <br />3785 <br />518" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD713 * <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 />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od 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" <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)1Od NAILS AND <br />(5) 1/4" x 3" WE <br />BOLTS <br />X'. <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 />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 1360 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 />(B) <br />(B) <br />(A) <br />(M <br />r ) <br />(* <br />t OR 2 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 (6) 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, (6) 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 02 <br />Y C <br />C L <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />x T LEDGER <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 />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 />Z c> <br />o <br />_ <br />z CO <br />Lu <br />J <br />0 <br />0 <br />nV)n' <br />cr) <br />�W w <br />Q <br />'U <br />— <br />O w <br />~ <br />0 <br />o 0 <br />U <br />w <br />t—E <br />0 <br />0M <br />rn<an <br />j2MM <br />O 2 O <br />U y <br />�U-00 <br />0Lo �� <br />Ly Y <br />Lo 0 O <br />Q °o� <br />rnQ o <br />A1 <br />A I " <br />NC-B -D-C <br />,T <br />I <br />%.. i-i <br />cQ <br />(V �✓ice <br />N� <br />. <br />:.� <br />Q <br />2 <br />t� M N <br />w <br />W <br />Q U ¢ o. <br />,� r <br />2Zmo <br />ZH5E 0) <br />� <br />IL <br />dN0)r <br />04 <br />LU ce) <br />C <br />O 0 ;➢E <br />i <br />❑ ❑ <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 />Z NO <br />O cu <br />"4—'p <br />�—i M p <br />M <br />Q <br />a cn 'L <br />L- Ln <br />LI— <br />CL e--, <br />M — <br />� U I <br />00 <br />Q <br />Z E u <br />W 0 <br />l0 <br />d" <br />J <br />aZ <br />0 <br />W� <br />azaa <br />Z <br />w ¢ UO '0 <br />oQ-0 <br />Q <br />'3 <br />Z <br />U Z Q <br />00�z <br />Lu <br />0 J <br />IUD <br />T a 0 0 <br />dL�o <br />O cot <br />L <br />Z <br />- <br />� <br />0 <br />z z <br />z Z <br />0-1> <br />� <br />Qo <br />fz <br />DC <br />z <br />LL <br />MEr <br />�o <br />U <br />zw <br />J <br />O <br />-v <br />-� <br />O <br />O <br />U <br />_ <br />(� <br />J <br />L� <br />U— <br />o <br />5 <br />° o <br />J ." <br />O <br />g U <br />xpc`� <br />O <br />Lu <br />N. <br />Ir Z¢a¢ <br />uj <br />8 <br />Z <br />Z <br />,^� <br />Sao <br />w <br />Q <br />Z <br />Qzo <br />�a¢ <br />QWZ <br />M <br />Z <br />D <br />a <br />�z <br />Q <br />LU <br />a <br />O <br />_I <br />= <br />z <br />r1 <br />rl <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />