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A J <br />S6 TYP @ 2 STORY <br />FT1GE <br />U_LL ILL <br />w <br />ILL <br />x <br />_ —FT8G- <br />------ <br />15 <br />— — — — — 14 ---- <br />— — — — — — — — — — — <br />FTF1 <br />: ; <br />: <br />s <br />6 <br />FTF1 <br />N <br />5 <br />_ D2 <br />aFTF7 <br />04 <br />'C14 <br />V <br />LL <br />J <br />A S6 TYP @ 2 STORY <br />0 <br />n <br />D <br />n <br />CO3 <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 />I 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 />j.HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <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 />HD5B * <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. 34' 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 w/ 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 />24-1 Od 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 />1 12-10d x 1 1/2" <br />1 HHCP2 <br />680 <br />1 570 <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 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 REQ'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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(++) <br />(B) (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 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 LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE 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 PLY LEDGER <br />(A) <br />INTERSECTIONS. SPLICING <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 />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />SEE SHEET D-1 FOR <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />ROOF FRAMING <br />12 I REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />DETAILS <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />CANTILEVER <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />:. <br />2x BLOCKING W/(2) -12d <br />:4 <br />NAILS @ EA. END <br />SEE PLAN <br />TRUSS BRG. <br />a ONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />CO3 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = V-0" <br />MAIN FRAMING PLAN <br />SCALE: %4'=1'-0" <br />V <br />kASE <br />VC-1t, <br />0 - <br />a •. <br />} <br />��88ttlitit <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 <br />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 />� <br />W <br />Q <br />V E <br />O <br />_ 8 <br />e�p <br />0 <br />N cp pp <br />pp <br />N# <br />00090 <br />N <br />M N Nrn <br />CO <br />0*k ro LL U <br />y <br />Y M /n <br />=LL � <br />U.LL a a <br />a <br />rri M 5 <br />> C LL 52 <br />W , ty <br />LLJ <br />az' a R O <br />C, <br />W <br />Z <br />000) <br />c <br />'ECG <br />O I°— <br />O <br />Mm Oo <br />W <br />W <br />IL <br />*@Ors° <br />-rn mo <br />Q�¢o <br />� o a � <br />Z <br />NaMz° <br />ao�zg <br />U H 2 <br />3 <br />Z <br />OU <br />❑❑❑❑ <br />W <br />_ co <br />7._ N O <br />Z o d <br />Q d' <br />CL N <br />N <br />m <br />Z c <br />U0 <br />LL <br />W tl <br />Q <br />U ¢_ <br />O <br />Ln <br />U 00 <br />w � <br />*— E <br />O s <br />= <br />U o <br />0 <br />• <br />Q m <br />sm <br />� <br />o <br />m <br />J <br />w <br />M <br />M <br />O SY <br />Z <br />G <br />J <br />Q O <br />Z U <br />z <br />El <br />y N <br />Z <br />N V <br />0 <br />00 <br />E_ <br />o< <br />0z <br />CV <br />L <br />'0 <br />o <br />¢ o <br />a <br />¢w <br />m <br />C/) <br />U <br />y <br />0 <br />Z <br />V7 J <br />�, <br />m <br />a ° <br />Q W <br />z z <br />z <br />az <br />� <br />°fin <br />W <br />= <br />o <br />0 <br />CO <br />st <br />z, <br />l <br />0 <br />oo 3 <br />N O <br />J <br />>M <br />L <br />0) <br />^1 <br />W <br />.> <br />(D <br />o <br />.-. <br />Q <br />C °� <br />> <br />.L <br />C) <br />a <br />0 m <br />co <br />o <br />2 <br />O <br />00 <br />J p <br />N <br />I (D <br />rn <br />,— <br />a� <br />E <br />o <br />M <br />C) r <br />Cn N <br />o <br />z <br />E Q <br />mc <br />FL <br />U _j <br />Q p <br />JOB <br />NO: <br />20-1132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />