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CJ <br />> <br />3 a ACJ3 <br />I <br />CJ5 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />' <br />EJ7 USP HD41OF w/ (10) 1Od NAILS i <br />3/16" TAPCONS TYP. BEAM TC <br />EJ7 (2) FLITCH PLATE. T. OF B ATEh <br />18 <br />FG1 D1 <br />ear <br />TYP. BM OR <br />I <br />GE1 <br />r . ..... <br />... • <br />` <br />(WJ W <br />CY)co M N .- r- � m U <br />m m• m m coCD <br />U <br />V 'S✓j��a <br />CJ3V <br />CJ5V <br />I <br />EJ7V <br />(2 <br />0 <br />1 <br />H <br />Q <br />I- <br />Q <br />.. <br />: : .. <br />:: <br />;: <br />F- <br />..... <br />.... <br />Fry- <br />Q <br />: .... <br />.'.'.'. <br />M- <br />Q <br />......... <br />:::: <br />.... <br />.... <br />f(�- <br />Q <br />O <br />tHA <br />Q <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />-- <br />k <br />Q <br />CDr <br />a <br />(2) <br />X <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />o. <br />EJ7VA <br />I 8 EJ7VA Q <br />I ..... <br />I- <br />Q <br />..... <br />::: <br />.. <br />Y <br />4 <br />O <br />I EJ7VA <br />EJ7V <br />N <br />Q <br />EJ7 <br />.~- <br />a <br />M <br />a <br />.. <br />l� <br />a <br />O <br />Q <br />EJ7 <br />' <br />EJ7 <br />CJ5 <br />CJ3 <br />CV) In <br />U U <br />J <br />Ueas <br />kND (6) <br />ICMU <br />6" OSB <br />. @ T-O" <br />NERD <br />J <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 />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 />H25A <br />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 />1 <br />18 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH.118 1061.112 <br />HTT4 <br />2715 <br />5/8" ANCH.120 10dxl-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / 26 1061.112" <br />HTT5 <br />3225 <br />518" ANCH.128 10dxl.112 <br />* <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <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 />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />11 5/1070 "' <br />1 5/91 ** <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />PHUS26 <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 />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <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 />1000 <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 />1000 <br />860 <br />14 -10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />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" x 3" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <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 />585 <br />535 <br />10 -10d <br />SPT22 <br />685 <br />8 - 1 <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />5 1 <br />12-10d X 1 1/ " <br />' MINIMUM 3" MEMBER <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 AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(B) <br />(A) <br />(* <br />1 OR 2 PlY <br />CARRIER <br />++= <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) MAY BE 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 <br />y Cq�R�ER <br />CONT <br />(A) <br />INTERSECTIONS. SPLICING <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 />NU I E: SEE SHEET D-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 />t <br />I <br />I <br />\ <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />\ <br />FRAMING <br />z <br />_ <br />W <br />W <br />2 <br />U) <br />0 <br />O <br />O <br />2X TOP PLATE TO <br />GABLE END W/ 16d ( (I I a <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C. + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />E1 FALSE BEAM @ GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE: Y4'=1'-0" <br />U*)® <br />Z M <br />Z <br />Z <br />a_ <br />a <br />U) z <br />V) U <br />� w <br />(DM <br />�U — <br />O 17� <br />w F8 <br />a�D <br />�fO <br />U� <br />)ti <br />Q rn <br />o <br />Lo v <br />�i d <br />BD.elolo <br />"-C-B D•C <br />SE <br />E <br />LZ <br />yy, <br />W <br />Q a <br />$ Ll <br />Lu <br />am <br />r <br />a rr <br />To the best of the Engf e'er'; knowledge, Info , and <br />belief, the structuraBplans lagNp lined <br />within these drawings complywit 4fhe' 7 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1t <br />O <br />Z No <br />0 (L) N <br />00 <br />> () M <br />M <br />V) M L^n <br />z <br />(1) L^ <br />LL <br />C)� U <br />Q 00 <br />z E <br />Z F- <br />W <br />J� <br />Z <br />fL <br />�a <br />Fz <br />a <br />Q <br />I� O <br />C U <br />�z <br />0. <br />cu <br />Z <br />N <br />Li7 <br />Lan <br />LL <br />Ir <br />ti <br />0 <br />O <br />U <br />= <br />J <br />LL <br />� <br />o <br />F„ <br />L.l <br />O <br />fps <br />Iga <br />N. <br />O <br />g <br />a0LUo <br />Z <br />^g <br />,--� <br />Ln <br />Ing <br />J <br />rl <br />W <br />Q <br />� <br />Z <br />Z <br />W$ <br />N <br />0° <br />N <br />oo <br />Z <br />g <br />= <br />� � <br />O <br />00 <br />a <br />(n <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />7.0 <br />