Laserfiche WebLink
1340 <br />A <br />A q A <br />(2) (2) (2) <br />S3 <br />� er_ <br />n D D D D m co D D Q Q Q Q DA D D D_ 3r 00 00 n n n <br />V Crr r r N ca r.t 1 <br />1IAJ <br />i <br />a a D O :'� 17 0 w CJ 1 <br />D D <br />CJ3A <br />CJ3 <br />EJ5 <br />CJ56 <br />D <br />Nil <br />EJ76 <br />wth <br />EJ5 <br />EJ5 <br />EJ7B <br />all <br />GJ3 <br />EPA <br /><. <br />n <br />EPA <br />I <br />EJ51 <br />yes, <br />ERA <br />A X <br />(2 CJ31 <br />EJ7A <br />... , , „ <br />• :. .'.'.•.' '. .'.' '. N Z: 11 <br />.. N <br />EJ7A <br />G1 <br />Df+= <br />EJ7A <br />EJ7 <br />S3 <br />D1 <br />... 1 I <br />�-, <br />EJ7A <br />EJ7 <br />1 If <br />EJ7 <br />... 1 / EJ7 <br />EJ7 <br />; : EJ7 <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />I <br />EJ7 <br />EJ7 q <br />o^o <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />EJ7 <br />ER <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />CJ5 CJ5 <br />;: CJ3 <br />w <br />:: <br />ZCJ3 <br />CJ1 <br />i <br />A <br />Vem <br />A <br />(2) <br />H <br />Q <br />00 <br />N <br />1.v <br />L�. <br />0 <br />P <br />a <br />a <br />N <br />0 <br />ROOF FRAMING PLAN <br />W <br />SCALE: A4"=1'-0" <br />L0 0f <br />UPLIFT CONNECTION CROSS-REFERENCE <br />ta,zne <br />MARK <br />StMPSON 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 />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - Sd X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 -13d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />4 <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 />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 />18" ANCH.118 1 1-112 <br />HTT4 <br />2715 <br />518" ANCH.120 10dxt-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH.1 26 10dx1-112" <br />HTTS <br />3225 <br />518" ANCH.128 10dx1-112 <br />• <br />5!8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />' <br />518"ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/ "DIA. BOLTS <br />M <br />718"ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />11 ! 7 <br />1005/915 "* <br />8 -10d x 3" <br />JUS26 <br />1115l1060*" <br />— <br />8 -10d <br />P <br />1550/3335 ** <br />13 5/2820 *' <br />20 -16d x 3 1/2" <br />HU526 <br />1925l3295 <br />— <br />(20)16d x 3-1/2" <br />GI <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"0 <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 />BOLTSLA <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 />- 10 <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />1 -10d X / " <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 8 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(++) <br />(BI <br />(BI <br />(A) <br />t* <br />1 OR 2 PLY <br />CARRIER <br />1-8$ 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 - i 6d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 46" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE !f2 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 Cq�R�ER <br />1 OR 2CONT <br />(A) <br />INTERSECTIONS. SPLICING <br />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 />C9 <br />Z c'> <br />Z <br />Q <br />a <br />I� Z <br />(n C� <br />� w <br />C� p <br />"V <br />— <br />0 w <br />� V F" <br />U <br />M <br />