Laserfiche WebLink
5650 <br />(2) <br />A <br />(2) <br />A q <br />S3 <br />U <br />NCU-J <br />,n <br />In coCJ1U <br />(� �1 <br />' <br />CJ3 <br />Od <br />CJ5 <br />:: CJ5 <br />I <br />I <br />11 <br />EJ7 <br />EJ7 <br />I <br />A <br />ER <br />EJ7 <br />S3 <br />EJ7 <br />;; :' EJ7 <br />I <br />(2) <br />0 <br />A K,, - - (+ +) <br />EJ7 <br />VI ... ... ... 11 EJ7 <br />1\ <br />- <br />::::: ..... ..... ..... ..... ...: <br />ERA <br />EJ7 <br />1 1 <br />A <br />:.. 1 <br />P4EJ <br />-D1 <br />7A <br />EJ7 <br />EJ7A <br />Al <br />e� <br />I <br />EJ7A <br />• . '.'.'.'. '.. . . .'.'.'. .'.'. .' <br />I <br />(2 <br />J7A <br />XANN <br />EPA <br />1EJ7A <br />J7A <br />7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />D1 <br />EJ7B <br />N <br />I <br />EJ7E1 <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />Lii <br />CJ5E1 <br />M <br />m m Q O 'N <br />J A <br />C n to M U r• .- <br />a a Co. T <br />a Q ¢ a a 2 <br />0 <br />0 <br />0 <br />Q a a a a Q Q a a a a a <br />m <br />0 <br />J <br />N <br />00 <br />(2) <br />vo <br />q S3\L.01(2) <br />a <br />00 <br />Nv <br />n <br />1.12 <br />O <br />C <br />O <br />s <br />a <br />0- <br />N <br />tL') <br />M <br />ROOF FRAMING <br />PLAN <br />SCALE: %4"=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <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 />14 <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.11810dx1112 <br />HTT4 <br />2715 <br />518"ANCH.12010dx1.1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH.1 26 10dx1-112" <br />HTT5 <br />3225 <br />518" ANCH.128 10dxi-1/2 <br />K <br />* <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />518" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />7 <br />5 <br />7/8" ANCH. 314" STUD BOLTS <br />TDX 10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />116 /1 7 ** <br />1005/ 1 "* <br />8 -10d x 3" <br />JUS26 <br />1115/1060'" <br />— <br />8 -10d <br />P <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 />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <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 8 <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 -1 <br />SPT22 <br />685 <br />-1 d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />5 <br />12-1 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 8 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 8 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 />(A) <br />(+ <br />1 OF7 ;PLY <br />CARRIER <br />1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/_ 6") <br />'FASTEN <br />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) MAYBE 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 />POLY LEDGER <br />(A) T$ <br />INTERSECTIONS. SPLICING <br />IJT tuG <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 />Z � <br />Z <br />Z <br />Q <br />a <br />