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C <br />C <br />C <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. /(18)10dxl-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 />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. 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 - 1 Od 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 />14-1Od x 1-112" <br />S <br />MTS16 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1Od 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 wl 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 />24-10d 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)1 Od 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 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/ 318" 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)It <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 (8) <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) 20 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 />STICKINTERFRAMINGSPLICINGIS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />�y CgRR�ER <br />1 02R 2CONT <br />�—_(A) • <br />IONS S <br />LEDGER <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 />a(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 />FREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />DETAILS <br />CJ5 <br />Q <br />CA <br />Q <br />CD <br />Q <br />`r <br />Q <br />`"� <br />G <br />Al <br />U- <br />� <br />r <br />- <br />( <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />a <br />SHEATHING (SEE TB13 <br />FOR INFO <br />v <br />FOR NAILING INFO.) <br />PLYWOOD <br />CJ3 <br />N <br />2x6 CONT. W/ (2)-12d <br />a <br />NAILS @ EA. TRUSS <br />2x CONT. WI (2)-12d <br />rF <br />CANTILEVER <br />CJ1 <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />jz <br />FT1GE <br />2x4 CONT. RIBBON W/ <br />to <br />TYP @ 2 STORY (4) <br />2 P. (2) S6 16d NAILS @ EA. TRUSS <br />A A A 2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />T <br />OILSEE PLAN <br />TRUSS BRG. <br />a <br />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: X"=V-0" I <br />0 <br />RJL- <br />y � � <br />0 <br />i • <br />Co 0 <br />rr-S <br />/'l/!I/RfO <br />I N IF ItNO,�c�, <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. Engineers signature and seal is only for <br />Me structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />44 <br />F <br />E OD <br />O r- <br />pip <br />O N m it <br />M W <br />3LLN� a LL a <br />di <br />N t/1 M W ' N <br />ir- ii as <br />Z <br />a r—L O <br />mo K m O <br />m <br />W <br />r C C14 m <br />ET J�a <br />L Z <br />N p Ix y <br />NCn Z J <br />Z <br />U ❑❑❑ <br />W <br />C-4 " <br />Z <br />Q- fNN0 <br />Q- <br />Z <br />W <br />LLlh <br />LL <br />V <br />l#q <br />W p <br />o <br />OW <br />w � <br />to <br />E <br />U 0° <br />O <br />I <br />= <br />tO� <br />w <br />M <br />z�0 <br />QE <br />sE <br />Zo <br />ZO <br />E VCIL <br />C <br />E <br />N ft] <br />�J <br />ap <br />°[ <br />no <br />0Z <br />w Z <br />wg <br />rr� <br />� <br />�z <br />QY <br />O <br />OLL <br />zC <br />3 <br />8� <br />Z <br />U <br />W <br />�S <br />�� <br />Uo <br />LL <br />a <br />mw <br />�k <br />yf <br />0 <br />et <br />il <br />u 3 <br />T <br />Z <br />> Cy) <br />a� <br />W <br />O <br />LIJ <br />Z <br />6L <br />^ <br />0 <br />O <br />m <br />W <br />c <br />�-- <br />Z <br />m <br />d" <br />Z 04 <br />N <br />= �' <br />o <br />CD 04 <br />CID N <br />N <br />M M <br />z <br />z <br />E O <br />CDC <br />m <br />CL <br />U <br />Q p <br />JOB <br />NO: <br />20-1787 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />