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��om1m1m1 <br />oIV <br />FLA-14 <br />k <br />13 <br />5 <br />ay-j Cn <br />M LU <br />Cn <br />INRIV <br />) <br />Cz <br />LLWg <br />. <br />04 <br />R3ru <br />(2) <br />TYP. @ 2 STORY <br />X <br />J <br />MLO <br />FOTY <br />P. S6 <br />yc% U U U <br />CA <br />M1 <br />ER <br />CJ3 <br />cD Lu <br />0 0 <br />4 SIM. W/BLOCKING <br />CJ5 <br />S5 <br />(2) <br />XNJ <br />A7G1 <br />TYP @ 2 STORY <br />• A61 <br />•• <br />J <br />S6 <br />\A5 <br />(1) SIMPSON VGT <br />w/ 5/8 " ATR & (1) <br />SIMPSON HTT4 <br />A4 <br />A3 <br />A21 <br />;.LU <br />A2 <br />A3 . :' <br />A4 <br />A5 <br />J TYP @ 2 STORY <br />ZA6 <br />Ss <br />(2) <br />ICJ5 <br />I (2) <br />X <br />CJ5 X <br />CA <br />CJ3 <br />EJ7 <br />CJ1 <br />CJ1 <br />yv� <br />�1 v v v <br />J TYP @ 2 STORY <br />v v v <br />ss <br />ROOF FRAMING PLAN_ <br />SCALE: Y4"=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON 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 />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. I(18 10dx1-1/2 <br />HTT4 <br />4215 <br />5/8" ANCH. /(18) 10d x1-1/2 <br />J <br />HTTS <br />4350 <br />3740 <br />5/8" ANCH, I (26)10dx1-1/2" <br />HTTS <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B " <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD56' <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5350 <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 />10140 <br />-- <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <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 />Q <br />HUS28 <br />1760/4095 <br />1720/3125 " <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <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 1-1/2" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" 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 wl USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />1/4" x 2-1/4" 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 />iii`i(iii�Ijf jjfl <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 <br />Florida Building Code - <br />Residential Bth 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 />E <br />ci <br />0 <br />y n m <br />U1 % ie <br />y! <br />j � J W <br />to —0 t+- LL a <br />= <br />tmm pOo <br />Imo <br />� <br />W <br />og�^,a, <br />LL je <br />a <br />n7 N � �Q O N <br />N M <br />Q U� <br />