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r <br />(2) A A (2) r <br />(2) <br />dn> <br />D <br />3j? <br />D <br />m <br />m <br />D <br />D <br />Q <br />Q <br />Q <br />Q <br />.�i <br />a <br />rn <br />0000 <br />W <br />riD <br />CJ3 <br />CJ513 <br />EJ5 <br />W <br />EJ7B <br />EJ5 <br />EJ5 <br />.: <br />EJ7B <br />.... <br />.... <br />.... <br />. <br />.. <br />� ;CJ1 <br />NGC. <br />EJ7A <br />EJ7A <br />I <br />_ <br />EJ51 <br />0 <br />X y�sj <br />(2 CJ31 <br />EJ7A <br />. <br />...... <br />..... <br />..... <br />..... <br />.. <br />n <br />:147f ill <br />EJ7A <br />: <br />G1 <br />EJ7A D <br />EJ7 <br />EJ7A <br />... <br />• <br />1 I <br />7 <br />D1 <br />S3 <br />: <br />� I <br />EJ7 <br />EJ7A <br />.... <br />... <br />... <br />I <br />t 111 <br />EJ7 <br />EJ7 <br />X <br />r <br />(2) <br />EJ7 <br />EJ7 <br />EJ7 q <br />EJ7 <br />I <br />S3 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ5 <br />CJ3 <br />W <br />CJ3 <br />W <br />J1 <br />CJ1 <br />00 <br />A <br />A S3 <br />(2) A <br />(2) <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 1 112" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Old X 1 1/2% 8-1 Od <br />H <br />HT74 <br />3610 <br />3105 <br />5/8" ANCH. l 18 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 111 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 1061-1/2" <br />HT75 <br />3225 <br />518" ANCH. /(28)10dxl-112 <br />K <br />HD3B * <br />31305/8" <br />DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />518" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD B * <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 />IIIS26 <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 />1195 <br />1 1005 <br />14-1 Od 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 />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 />H P2 <br />645 <br />1 555 <br />2-1 Od 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/ 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 />(+ <br />1 OR 2 PLY <br />CARRIER <br />V-1 ------ <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 />(+)� <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 />10 <br />y q�R�E <br />R 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 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 />0!� <br />z co <br />o <br />_ <br />z° <br />z� <br />Q <br />O <br />tnn,I, UI <br />cn <br />w <br />I p <br />'U — <br />w <br />O L <br />~ <br />0 <br />(/) <br />00 <br />~ <br />U <br />mti <br />�� <br />w <br />U <br />C-C, <br />O M <br />O O <br />_ <br />d <br />W ' <br />af4 <br />p <br />yLLoo <br />0 <br />Y <br />o <br />Q <br />tf) O � <br />a -- <br />A� <br />N -(' R -I] C <br />Ila: <br />��• � z° 4-7 <br />z <br />rn tic ILL <br />Z�� <br />LLW <br />U U <br />U H <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 />Z <br />O v <br />F-1 4..j C:) <br />M O <br />M <br />Q -(0 Ln <br />a <br />U1 L n <br />Q L- LL <br />CL <br />CIO-,UCLo <br />z <br />Q <br />z E u <br />(0 <br />Z <br />W <br />�R <br />zaa <br />Z <br />w ¢ 08 of <br />Uz00 <br />QZ <br />J <br />W w <br />o�z 0 <br />w <br />J <br />T <br />o co <br />L <br />_Z <br />C <br />� <br />z z0 <br />Qz <br />oz <br />Z <br />M <br />LL <br />C <br />�3 <br />o <br />CU <br />-0 <br />-a <br />0o <br />O <br />Q <br />I \ <br />V <br />= <br />J <br />LL- <br />QZ <br />QJ <br />w <br />< 0 <br />J 0 <br />O <br />V�V <br />0 0 <br />w <br />�a�� <br />/0/•�� <br />I..L <br />�w�:j <br />Q z Q <br />Q <br />~ <br />Z <br />W <br />7" I <br />Ll� <br />:�u� <br />J <br />�--I <br />W <br />2: <br />Q <br />Q <br />Z <br />'n z U <br />gs�a <br />H <br />a�Z <br />ri <br />M <br />Z <br />p� <br />J7 z <br />CIOZ <br />o <br />^ <br />g <br />= <br />O <br /><z <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M]AMES <br />VERSION NO. 2m0 <br />SHEET NO. <br />7.0 <br />