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L <br />J <br />W Ln <br />CJ3 <br />CJ5 <br />D <br />D <br />> <br />-I <br />>Dt� <br />q <br />-i <br />r <br />¢ <br />I- <br />¢ <br />t- <br />¢ <br />w <br />i <br />cDn <br />-i <br />O <br />D> <br />- - <br />1 <br />1 <br />1 <br />; <br />1 <br />1 <br />1 <br />D <br />D <br />D <br />00 m ON) 00 co Cv <br />m m <br />; <br />GE1 <br />i <br />FG1 Sill — <br />18 <br />D1 <br />EJ7\-�2) 2x12 #2 SYP WD. BM. w/ 7 <br />I LITCH PLATE. BOTT. OF BN <br />USP HD41OF w/ (10) 10d NAILS A <br />EJ7 3116" TAPCONS TYP. BEAM TO C <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />I <br />CJ3 <br />` ` y�/j CJ 1 <br />Cn W <br />L <br />EJ7 <br />ER <br />EJ7 <br />OX <br />EJ7 <br />(2 <br />XLF <br />EJ7V <br />EJ7VA <br />O <br />I cb EJ7VA D <br />X <br />(2) <br />EJ57A <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />I" <br />EJ7V <br />CJ5V <br />CJ3V <br />J <br />��1 w 2 <br />< < <br />CJ <br />V <br />G <br />�71 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />IN <br />A <br />(2) <br />TYP. BM TO CO <br />CORNER <br />'16" OSB <br />. @ 7'-0" <br />MU(6) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/31/19 <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 />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 />5/8"ANCH. /1810dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 12010dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. l 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <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 />HD B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />- <br />2 - 7/8" DIA. BOLTS <br />M <br />HD79 * <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 />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 />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" <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) 114" x 3" WEDGE <br />BOLTS <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 />I SPT22 <br />1 685 1 <br />8 - 10d <br />SP2 <br />1065 <br />605 <br />112-10d <br />SPT24 <br />1030 <br />12-10d <br />5 <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 / 360 FLOOR = L 1480 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 />(B) <br />(B) <br />7AI <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 OR PLYCONLEDGER <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />z <br />FRAMING <br />\ <br />= <br />W <br />+ + <br />Q <br />+ + <br />0 <br />0 <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />a <br />NAILS @ 6" O.C. <br />U- <br />2X4 STUDS @ 24" O.C. + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <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 />GE1 FALSE BEAM @ GABLE END <br />ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" I <br />0 <br />P <br />L <br />D <br />— <br />Edo <br />z N <br />z <br />o <br />O <br />c:) <br />in <br />� <br />J M <br />LL <br />E3 <br />M <br />l/) <br />�- <br />Z v <br />CDo <br />LL <br />l <br />T <br />� Y <br />W = <br />o. <br />O <br />)V) <br />NYZ2 <br />w H <br />C E <br />o <br />Rig <br />I_ <br />U C° <br />w rn <br />0 <br />E <br />8 <br />= � <br />U cn <br />d <br />ua0i <br />0 <br />Sm <br />N m <br />zU) <br />ZO <br />S <br />End <br />•� <br />� � <br />O� � � <br />� <br />R O F E 55\")i <br />0 <br />To the best of the Engineer s knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />coCl) <br />M <br />J <br />z0 <br />w <br />zz <br />Lj- <br />Q E <br />oCU <br />z o <br />oo <br />�� <br />y m <br /><k <br />Z® <br />❑a <br />F- <br />_ <br />O E <br />O <br />'x0 <br />0 <br />ao <br />wzo <br />�0 <br />O <br />�a Z <br />WJ <br />L< <br />O <br />W 2 <br />mp <br />N <br />C <br />z <br />U <br />S <br />o <br />zz <br />N <br />C1 <br />> <br />U <br />oop <br />u <br />E <br /><o <br />z <br />a0 <br />W W <br />_ <br />�k <br />'S <br />o <br />a <br />,z <br />w� <br />= <br />>° <br />CID <br />v <br />D <br />a <br />03 <br />C O <br />0 <br />.N <br />> (, <br />^L' <br />W <br />It <br />'> <br />0 <br />0 <br />L <br />C:)0> <br />Q <br />A, C� <br />iE <br />�N\ <br />t <br />7 <br />r <br />LO <br />� <br />•T— <br />_ <br />� <br />0 <br />L,7 <br />r <br />i <br />co <br />N <br />r <br />ui <br />Z <br />M <br />T <br />( <br />o <br />cc <br />a <br />E Q <br />E <br />U <br />'a <br />p <br />JOB <br />NO: <br />19-5891 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />1�T 1t FF--, Ir—r-T- - 1-i : <br />