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A A A A R <br />(2) S3 (2) (2) S <br />T <br />U <br />V <br />_ _ 1 <br />a c a e <br />X. <br />D D D D D m_ m D D D D D D )T po co n n (� (� <br />AJ =. CO "' �' j Q ¢ Q Q �' °' ou o n� ^� w ^� i CA <br />D D n : ; �'' <br />* MINIMUM <br />CJ3A CJ3 ** REACTIONS <br />° y✓j� :: ��h **' DO <br />THE <br />I CJ5B EJ5 ALL <br />D ; ; : I LOADS <br />I EJ7B w ; : ; : ; EJ5 FLOOR <br />EJ5 I OC <br />EJ7B r <br />MTS12 <br />MTS16 <br />MTS20 <br />MGT/MUGT <br />LGT2 <br />HTS 20 <br />SP1 <br />SP2 <br />3" MEMBER <br />ARE <br />NOT DRIVE NAILS <br />PLATE OFF <br />EPDXY ANCHORS <br />NOTE: DOUBLE <br />-- ROOF = L <br />JOIST SPACING <br />FOR CARPET AREA'S <br />1000 860 <br />1000 860 <br />1000 860 <br />3140 3140 <br />2150 1850 <br />1450 1245 <br />585 535 <br />1065 605 <br />645 555 <br />FOR ROOF LOADS ONLY <br />THROUGH THE TRUSS PLATE <br />OF THE TRUSS. <br />USP CIA-7000C <br />FELT REQ'D ON ROOF PITCHES <br />/ 360 FLOOR = L / 480 W/ 318" MAX <br />SHALL BE MAX OF 19.2" OC FOR <br />14 -1Od x 1 1/2" <br />14 -1 Od x 1 1/2" <br />14 -1Od x 1 1/2" <br />22 - 1 Od X 1 5/8" ATR <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />24-10d X 1 1/2" <br />10 -10d <br />12 -10d <br />12-1 Od X 1 1/2" <br />ON THE OPPOSITE SIDE <br />3/12 & LOWER. <br />DEFLECTION. <br />HARDWOOD & TILE AREA'S <br />DROP HIP <br />MTW12 1195 1005 14-1 Od x 1-1/2" <br />MTW16 1195 1005 14-1 Od x 1-1/2" <br />MTW20 1195 1005 14-1 Od x 1-1/2" <br />W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />LUGT2 1850 1810 (16)10d NAILS AND <br />(5) 1/4" x 3"WEDGE <br />BOLTS <br />HTW20 1530 1285 -1 Od X 1 1/2" <br />SPT22 685 8 -10d <br />SPT24 1030 12 -10d <br />OF THE TRUSS, WHICH COULD FORCE <br />& 24" <br />DETAIL <br />v <br />EJ7A n <br />c- <br />... ... a' CJ 1 <br />EJ7A01 <br />EJ51 <br />EJ7A ;; X y�Sj <br />I(2 CJ31 <br />EVA <br />I :. ^' J11 <br />1 <br />ERA D G1 <br />I : <br />EPA EJ7 I <br />S3 Di <br />1 <br />*FASTEN EACH (8) <br />POINT SHOWN ON <br />TRUSS 0 HE TOP <br />INTERSECTING POINT <br />NAILS. FASTEN BOTTOM <br />THE SAME SPECIFIED <br />2-0-0 <br />cs) <br />1-8-8 <br />TRUSS WEB TO EACH (A) TRUSS TOP CHORD <br />THE HIP TRUSS SYSTEM BELOW. FASTEN <br />CHORDS OF (A) TRUSSES AT EVERY OTHER <br />TO BE FASTENED WITH 2.16d COMMON <br />CHORD OF (B) TRUSS TO TOP CHORD <br />COMMON NAILS OR GUN NAILS AT 48" <br />MAXIUM SPACING ON VERTICALS <br />�* <br />CLEAR GAP BETWEEN (B) TRUSSES <br />@ EVERY INTERSECTING <br />CHORDS OF EACH (B) <br />INTERSECTING TERSECTIING POINT (**). <br />NAILS OR O.128" x 3" GUN <br />OF CARRIER TRUSS WITH <br />OC. (+) <br />OF (B) TRUSS <br />@) <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />(+/- 61 <br />(B <br />(+) <br />IN LIEU OF PREFABRICATED <br />HIP PLANING TRUSSES, (B) 2x4 <br />SO. PINE #2 OR #2 PT. STICK <br />EVA EJ7 <br />If <br />LUMBER (LAID FLAT <br />WISE) MAY BE USED. FOLLOW FASTENING <br />SCHEDULE AS DEFINED <br />I <br />FOR HIP PLANING <br />TRUSSES. R1 <br />c <br />... ' . • . ... • , , .. .... .... <br />STICK FRAMING SPLICING <br />IS ALLOWED BETWEEN TRUSSES <br />OR AT TRUSS <br />1 OR 2 PLY CgRRIER� A <br />( ) <br />INTERSECTIONS. SPLICING <br />/ 2 x CONT LEDGER <br />EJ7 EJ7 <br />I <br />TO BE STAGGERED <br />BETWEEN COMMON TRUSSES, NO CATS <br />REQUIRED STICK <br />(2 :: <br />FRAMING SPLICING. <br />MINIMUM LENGTH <br />OF STICK FRAMING TO BE S-0" ON A HORIZONTAL <br />UNDER <br />PROJECTION. <br />EJ7 :: EJ7 <br />I <br />NOTE: SEE SHEET <br />D-1 FOR ROOF <br />FRAMING DETAILS <br />EJ7 EJ7 <br />A <br />I •' S3 <br />1. (2) 12d TOENAILS <br />EACH SIDE <br />OF FLOOR <br />ER EJ7 <br />TRUSS TO WALL <br />OR BEAM <br />BELOW TYP @ INT. <br />BEARING U.N.O. <br />CJ5 CJ5 <br />' <br />v <br />CJ3 2 CJ3 <br />x <br />c- I <br />� n <br />o <br />W <br />CJ1 <br />0 <br />J <br />J1 <br />2 <br />j <br />I <br />A <br />A S3 <br />d <br />(2) A <br />rn <br />0 <br />3 <br />0 <br />i <br />Fx <br />E <br />E <br />0 <br />x <br />0 <br />c <br />c <br />N <br />N <br />i% <br />E2 <br />O <br />�U <br />OC <br />U <br />d <br />O <br />n <br />M <br />N <br />ROOF <br />FRAMING PLAN <br />0 <br />SCALE: <br />UPLIFT CONNECTION CROSS—REFERENCE 3,�,�a <br />MARK <br />SIMPSON STRONG TIE 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. A <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 />22 5 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1 15 <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.118 10dx1-112 <br />HTT4 <br />2715 <br />5l8" ANCH. ! 20 10dx1-1/2CD <br />J <br />HTT5 <br />4350 <br />3740 <br />518"ANCH.12610dx1-112" <br />HTT5 <br />3225 <br />518"ANCH.1(2810dx1.112 <br />* <br />1 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />664 <br />65 <br />718" ANCH. 314"STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <br />1005/915 ** <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 />U <br />Z M <br />Z � <br />Z <br />Q <br />J <br />w � to C9 <br />