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A <br />S6 TYP @ 2 STORY <br />FT1GE <br />IWO <br />LL 0 <br />UL LL -n <br />to <br />LL <br />U- <br />X <br />--FT8G--% <br />7 <br />15 <br />7 — — — — — — — — — — <br />......... <br />........... <br />0 <br />... <br />........ <br />... <br />. <br />... <br />..... <br />FTF1 <br />FTF1 <br />-n <br />------- ------- <br />04 <br />C14 <br />0 <br />-FTF7 <br />0 TYP @ 2 STORY <br />'n <br />1) <br />'n <br />XC03\ <br />ISx\ <br />*5v11 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 />1615 <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 />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />1 600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/9' ANCH. 08) 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. /(20) 1061-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. 1(26) 1 0dx1 -1/2" <br />HTT5 <br />3225 <br />5/8- ANCH. 1(28) 10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <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 />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />718"ANCH. 3/4"STUD BOLTS <br />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />Ltjq2s <br />116511070 <br />1005/915 <br />8 - 10d x 3- <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />Hus2 <br />1550/3335 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 <br />1720/3125 <br />30 - 16d x 3 1/2' <br />HUS28 <br />257014345 <br />— <br />30d - 1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Old x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1 Old x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />1 MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />u <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X (1) 5/8"ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4"x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5)1/4"x3"WEDGE <br />BOLTS <br />HTS 20 <br />1 1450 <br />1 1245 124-1 <br />Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />SPI <br />585 <br />535 <br />10 - 10d I <br />SPT22 <br />1 685 <br />1 <br />8 - 10d <br />SP2 <br />1065 <br />605 1 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />645 1 <br />555 1 <br />12-1 Od X 1 1/2" <br />MINIMUM WMEMBER <br />REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 241, <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />I <br />A \r\\,-(+ +) <br />I <br />(B) <br />A I 1 <br />(A) <br />11 <br />n-A 11 1 1 1 <br />A 1 11 1 11 <br />A 11 1 JLeej_ I <br />L L 1111 <br />------ <br />1%'\—1 OR 2 PLY <br />\---Lj CARRIER <br />T--F <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 <br />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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 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. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 Pp <br />�2eA t —(A) <br />INTERSECTIONS. SPLICING <br />x 0 T�ATER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION, <br />NU I 1z: bF-E .5HF-F- F U-1 FOR ROOF FRAMING DETAILS <br />1. (2)12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FORINFO <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. TRUSS--- <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUS S� <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />Aj-\SEE PLAN <br />\)FTRUSS BRG. <br />,4 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 />C0�3 CANT. FLOOR TRUSS CONN. <br />I SCALE: 3W = V-0- <br />MAIN FRAMING PLAN <br />SCALE: Y4"=V-0" I <br />U) <br />4--J L.0 <br />0 U <br />O:f <br />ql�Dv) --- 3 <br />E <br />pa LL <br />0'§ <br />M <br /><1 <br />11111tsi— <br />01 <br />Al 1 <br />BID. <br />-C. a -a <br />N*C a, . a <br />1. <br />—oz 141 <br />1 <br />` vc <br />fAv I P -R ez <br />P41 <br />Uj C3 <br />L:L: 0 <br />CP <br />z <br />LLW <br />C4 <br />of <br />(j, <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />signature a d:eal is only for the structural engineering <br />portionsofth drawing pages bearing Engineer's signature <br />and sea,. <br />C) <br />z <br />0 <br />I —I <br />4-J <br />V) *5 <br />> V) <br />U-) (0 Ln <br />CL Ln <br />(n ON <br />a) — Ln <br />ILL <br />z <br />F- <br />0- 00 <br />z E <br />z M <br />Uj <br />W <br />z g <br />0� <br />Cr3 <br />OC) <br />0 <br />> <br />00 <br />r*-4 <br />8 <br />z <br />R <br />cr- <br />Ln <br />CC <br />0 <br />0 <br />U. <br />fu <br />0 <br />—j <br />U- <br />LL <br />0 <br />U399 <br />0 <br />U <br />r4 <br />Cr <br />< 3. <br />a <br />< <br />Z <br />LU <br />z <br />UJI <br />Ln <br />T-4 <br />. L]j <br />x <br />< <br />z <br />Lij <br />X <br />< <br />z <br />'0 <br />a <br />I <br />T-4 <br />ro <br />c) <br />co <br />0 <br />" <br />ob <br />Z <br />D <br />0 <br />9 <br />rn. <br />T-4 <br />I <br />A <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />7.0 <br />