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J <br />v v <br />S6 TYP @ 2 STORY <br />v Cl) v <br />�� <br />CJ1 <br />ER <br />CJ1 <br />CA <br />CJ3 <br />x (2) CJ5 <br />(2) <br />US6 <br />6 <br />STORY <br />Al <br />A4 <br />'. <br />' <br />•' •' . <br />i <br />A2 <br />• A5 ' ' <br />SIMPSON VGT <br />1 w/5/8"ATR&(1) <br />J <br />SIMPSON HTT4 <br />S6 <br />A61 <br />TYP @ 2 STORY <br />(2) <br />x <br />A7G1 ' <br />CJ5 <br />4 <br />S5 SIM. W/ BLOCKING <br />ER <br />0 <br />CJ3 <br />M1 <br />� <br />CJ1 <br />�1 co � <br />v v v <br />P. J <br />(2) <br />G S6 TYP. @ 2 STORY <br />X <br />ROOF FRAMING PLAN <br />SCALE: %4'=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 />5J8" ANCH. I(18)10d x1-1/2 <br />J <br />HTTS <br />4350 <br />3740 <br />5/8" ANCH. / (26)10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-112 <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 />HDSB * <br />4505 <br />3785 <br />5I8" 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 />1005l915 ** <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 31l2" <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 />MTS76 <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) 518" 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 />1/4" x 2-114" 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 />HTVV20 <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 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 / 480 W/ 3!8" MAX DEFLECTION. <br />FLOOR <br />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 />1 <br />J <br />w <br />;l;tlil;apt: <br />7o 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 />Readential Oth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />c S I <br />� �cmy <br />�p <br />O� N C �1 <br />fh N O O <br />0 <br />.�-.• J�� LL J a d <br />7 LL N W <br />fl W <br />