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TYP (2) <br />(2) <br />A A <br />AIf <br />� <br />WCJ3 <br />A <br />2x12 #2 /16" OSB <br />@ 6'-8" <br />TYP. BM <br />TO CO. <br />Ar <br />CORNER <br />1 <br />S5 <br />Ln <br />(2) <br />(2) <br />A <br />A <br />FRAMING PLAN - ELEV-Bl- <br />SCALE: Y4"=1'-0" <br />I <br />CJ5 <br />EJ7 <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 SIMPSON HU410 w/ (18) TITEN <br />1/4" x 2 3/4" & (10) 10d AILS <br />EJ7 FLITCH PLATED OTT OF BM <br />rrGE <br />SIM <br />I I <br />I I <br />I I <br />I I <br />' <br />W W <br />m m m m m m m <br />UCJ <br />V'S✓jGUUCJ3V <br />CJ5V <br />I EJ7V <br />(2 <br />x <br />Q <br />a <br />� I <br />Q <br />Q <br />a <br />O <br />Q <br />/ <br />I <br />-- <br />a <br />I EJ7V <br />I <br />I <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VAFG1 <br />� EJ7VA QO <br />¢ <br />Q <br />I <br />EJ7VA <br />EJ7V <br />EJ7 <br />Q <br />O <br />EJ7 <br />Q <br />M <br />a <br />tij <br />a <br />Q <br />EJ7 <br />I) <br />I <br />I <br />I <br />I EJ7 <br />I <br />I <br />I <br />CJ5 <br />CJ3 <br />1 <br />M <br />v <br />J <br />U <br />I/ <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 />1870 <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 />1870 <br />1585 <br />10 - 10d x 1 1!2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 -10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. /(18) 10dx1-1/2 <br />HTT4 <br />4215 <br />5/8"ANCH. /(18)10d x1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26)10dx1-1/2" <br />HTT5 <br />5795 <br />5/8"ANCH. /(26)10d x1-1/2 <br />K <br />HD36 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />518"ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5350 <br />--- <br />2 - 718" DIA. BOLTS <br />M <br />HD76 * <br />6645 <br />5650 <br />7l8"ANCH. 3/4" STUD BOLTS <br />TDX10 <br />10140 <br />--- <br />4 - 7/8" DIA. BOLTS <br />N <br />LU526 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />O <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />295015090 <br />-- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <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 />990 <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 />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-112" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5l8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1I4" x 2-1i4" TITENS <br />LUGT2 <br />1550 <br />1550 <br />(16)10d NAILS AND (5) <br />1/4" x 3" WEDGE BOLTS <br />"X" <br />HTS 20 <br />1310 <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 />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />20 10d x 1-1/2" <br />* MINIMUM <br />3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD <br />FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. <br />REVISED 10-17-19 <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 DETAIL <br />2-0 <br />i <br />i <br />� <br />� <br />1 <br />r <br />=J <br />Y <br />`\ <br />i <br />i <br />i <br />r/fir'!//l <br />� <br />� <br />i� \`� r`\,�\ <br />„ r.•C S <•J' , <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />� E p�pp <br />Q <br />p�p <br />0 � <br />V <br />O � J LL <br />M N n y# c0 � <br />dMp)� J # W W <br />'5 LL —_ LL LL a EL <br />M <br />a <br />N N <br />(6 mLL d W W 0 <br />Z <br />Y <br />O <br />O� <br />W <br />2 9 m m 0 o <br />mo�tO Q�¢o <br />W <br />Z <br />2E°'� �oa� <br />0)�N0 aoCn= <br />NQcnZ <br />� <br />Z <br />U 130E]1:1 <br />W <br />� <br />pp� <br />z N (O <br />z �z <br />Q � <br />rZ o <br />M <br />t/1 <br />z v <br />0 <br />f4-J6 <br />o S <br />•V <br />O <br />_ <br />v) <br />c E <br />� <br />� o <br />m <br />v d <br />S <br />e <br />