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CJ5 <br />CJ5 <br />CJ3 <br />CJ1 <br />A <br />m to 2 <br />U <br />\I�I�I�hil�lrl�l <br />i <br />i�l <br />�I�I� <br />i`i�i <br />11� <br />o <br />lie� <br />11� <br />I <br />INEWO <br />UCV) LO <br />� � <br />U U �02 <br />S3 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />518" ANCH. 8181 1 1.112 <br />HTT4 <br />2715 <br />518" ANCH.120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 128 10&1.1/2" <br />HTT5 <br />3225 <br />518" ANCH. 128 10dxl-1/2 <br />" <br />3130 <br />3050 <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 />HD781 " <br />6645 <br />565 <br />718" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />11 /107 "" <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 />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />1 MTW20 <br />1 1195 <br />1005 <br />14-10d x 1-112" <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 />"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 />-1 <br />SP2 <br />1065 <br />605 <br />12 -10d <br />SPT24 <br />1030 <br />12 -10d <br />645 <br />555 <br />1 -10d X 1 /2" <br />-F <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 (6) TRUSS <br />++) <br />(B) <br />(B) <br />(A) <br />(+ <br />t OR 2 PLY <br />CARRIER <br />17,H <br />— —r—rT—r— <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 <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 />1 OR <br />LL q�R�ER <br />LEDGER <br />(A) <br />INTERSECTIONS. SPLICING <br />CONT <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 />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUSS--- <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />\\ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />SEE PLAN <br />e <br />TRUSS BRG. <br />a <br />ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 314" = 1'-0" <br />MAIN FRAMING PLAN <br />SCALE: 14"=1'-0" <br />Ln <br />0 <br />Z � <br />Z <br />Z <br />Q <br />a <br />z <br />Ln 0 <br />Q) N <br />4--J w <br />0 LL' <br />�- <br />tfi = <br />U <br />w <br />o <br />M cn <br />tc� <br />U C.- <br />® <br />U. <br />U <br />Q <br />� <br />B D. <br />N§ `1Y W pO <br />. M <br />E <br />-' <br />2 E w �✓ <br />• % 43 .... r <br />r'7�• <br />To the best of thAfAineer I gp infor , and <br />belief, the structurafpl�.,ggd s eclfica`t4`cQp},glSsdi+'talned <br />within these drawings corrO04 06jttdei�6Y)-Floritla <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 />O <br />Z cV <br />0 � � <br />�- (n M G <br />M <br />Q�-MpLn <br />QL L <br />o. <br />H . M <br />�a <br />oC U00 <br />a <br />E <br />Z § m <br />WJ <br />O� <br />d- <br />aL <br />a <br />�z <br />85 <br />CL <br />(D <br />LU <br />L <br />00 <br />w <br />C <br />Z <br />Z <br />I <br />L <br />LL <br />Un 3 <br />O <br />O <br />0 <br />fu <br />LL- <br />r*N <br />0 <br />� <br />Q <br />ZLn <br />� <br />LLJ <br />Z <br />t- <br />~ <br />O� <br />m <br />0 <br />� <br />g <br />� <br />� <br />,-i <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO• 10 <br />SHEET NO. <br />7.0 <br />