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I 1 _. -L Imo I , 1- III III . ' I--_ _ II - - — -- I - I I- V I <br />M M 00 a)00 a)0o n <br />co co <br />.... .... . . <br />' GE1 <br />TYP. BM T <br />COR <br />FG1 18 <br />D1 <br />EJ7 I FLITCH PLATE. OTMT. OF BN <br />USP HD41OF w/ (10) 1Od NAILS I <br />EJ7 1 3/16" TAPCON5 TYP. BEAM TC <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />` ` y✓� CJ 1 <br />rs w <br />f <br />- <br />RCJ3 <br />CJ5 <br />D <br />D <br />D <br />D <br />D <br />.. <br />... <br />: <br />.... <br />... <br />I- <br />I- <br />.......... <br />D <br />D <br />O <br />D <br />.... <br />1 <br />1 <br />1 <br />1 <br />1 <br />�— <br />D <br />D_ <br />... <br />D <br />.... <br />D <br />' ; <br />" <br />EJ7 <br />EJ7 <br />EJ7 <br />X <br />O... <br />U31 <br />.. .......... <br />C )(2 <br />EJ7V <br />EJ7VA <br />O <br />EJ7VA > <br />O <br />0(2) <br />EJ7VA <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />CJ5V <br />CJ3V <br />w <br />CJ <br />V <br />n <br />A <br />(2) <br />NERD <br />6" OSB <br />. @ 7'-0" <br />kND (6) <br />ICMU <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 />R77A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />R73 <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./1810dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. l 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B <br />4505 <br />3785 <br />5/8" ANCH. 314" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />HUS216 <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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Old 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 />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON 'SET" 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 />8 - 10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />645 <br />555 <br />12-10d 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 1360 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 />(++) <br />(B) <br />(B) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <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 <br />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 <br />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 02 <br />ROE <br />CONT LEDGER <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />x <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 />NO I E: 5EE 6HEE I U-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 />SEE GE05 FOR <br />STANDARD <br />GABLE END <br />FRAMING <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />2X TOP PLATE TO GABLE ---- r <br />END W/ 16d NAILS @ 6" O.C. _ - - <br />LL <br />2X4 STUDS @ 24" O.C. W/ <br />SINGLE BASE & TOP PLATE <br />W/ PLYWOOD SHEATHING <br />COVERING <br />rGE1'8 FALSE BEAM @ GABLE END <br />/ SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />CD V <br />Z � <br />— o <br />z <br />z <br />Q <br />U) z <br />Rai <br />cz <br />V), CD <br />w <br />(D <br />_ra C�11 <br />*u <br />— <br />O � <br />E <br />V) <br />� U <br />o 0 <br />—m <br />W <br />I— <br />n c <br />CA M <br />c m <br />C N <br />00 <br />00 <br />Q m <br />rn <o <br />w <br />� <br />in ���, <br />V' 0 V <br />z . <br />J Z <br />l <br />UA <br />a <br />LLIUI. <br />.lam. <br />To the best of the Enp er's IEAQQj�+'',�Igdge, info rQ , a`d <br />belief, the structural plaR`iP,AJ�d Sf3et'iFlke�ib(At ineQ� <br />within these drawings com�rJJyyifh the 2 17 Florida,, <br />Building Code - Residential 6th'�Ed�(:ib/Ij It ' <br />6 <br />signature and seal is only for the struc�tr�l' glneering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z <br />0 0) N <br />00 <br />I•> -I M <br />M <br />v LI <br />CL <br />N O <br />Q L- U-Ln <br />F— CL . {� <br />C)� v a ,-+ <br />Q OC) <br />E <br />E <br />Z <br />WJ <br />0 <br />za <br />f <br />F- <br />L <br />z <br />cc , <br />J <br />� . Z z <br />0 f J <br />(� <br />0�22E8 <br />L <br />a U <br />fz <br />z <br />Er <br />L 1 <br />< <br />�Lu <br />O <br />T� <br />O <br />=uj <br />LL <br />o <br />r-L <br />O <br />O8To-ca) <br />= <br />EM <br />i� <br />C-Iz <br />I� <br />< <br />Z <br />v <br /><��Q <br />U-o <br />T-1 <br />.. <br />a9 <br />LLU, 6 <br />J�- <br />I <br />L1J <br />z <br />ra- 1,x o <br />-g <br />O <br />N <br />Z <br />Z <br />�z <br />�0 <br />m <br />00 <br />W <br />= <br />aw <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO. 2mO <br />SHEET NO. <br />7.0 <br />