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AAv-R" <br />I <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 />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 - 1 Od x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 112" <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 />q-1 nd X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 10dxl-112 <br />HTT4 <br />2715 <br />5/8"ANCH./(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dxl-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />Tl <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 />Hl <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8-10d <br />P <br />HUS26 <br />155013335 <br />1335/2820 <br />20 - 16d x 3 112" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 <br />172013125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d - 1 6d 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 - 1 Od 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 - 1 Od x 1 1/2" <br />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" ATIR W/ 5" EMBED W1 SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2 50 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-114" <br />TITENS <br />1850 <br />1810 <br />(116)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W � I — <br />X., HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" <br />Spi 585 535 10 - 10d SPT22 685 8 - 1 Od <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <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 <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT l ON ROOF PITCHES 3112 & LOWER. <br />DROP HIP DETAIL_ <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 />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 />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 />5-1�ti <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 F-O" ON A HORIZONTAL PROJECTION. <br />ROOF FRAMING PLAN A <br />SCALE: Y4"=V-0" 130MPH ENCLOSED <br />(A) <br />OR 2 PLY <br />,ARRIER <br />---m N N N + <br />?2PLYCARRIER--� —(A) <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />LU <br />(D <br />zw <br />ZV) (D <br />Q) <br />C—n <br />4--J Uj <br />U <br />0 Uj <br />V) 01- <br />:D <br />E <br />0 <br />2 M <br />U) <br />0 CD <br />C14 <br />LU <br />E <br />8 <br />0) Cl) <br />r- M <br />2:2 cl, <br />0 , N <br />.20 <br />a) <br />U) <br />0 <br />LL 00 <br />-5 . CO <br />0 1�u i:� <br />C, d) <br />­e <br />0) 0.0 <br />Lo 0 t <br />< 0 <br />CL <br />A I <br />D. <br />N C 11. c <br />;1 r"t <br />C-4 U,)r <br />. . ....... <br />CD <br />i-,-/ 0;4 �P`­ <br />0 <br />z Az= <br />r <br />LL <br />'Lu <br />> <br />-an< � LL <br />W - U 20 <br />z '-0 <br />9 <br />9 <br />=9 <br />3—,- - <br />Z izvt- �-­ 'jot <br />LL C, j, <br />MIN. <br />k <br />W �E <br />0 0, 21 )W,%� <br />Aw <br />0 M <br />P El <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />z 1171.4 <br />0 a) N <br />ll-� 4-J C:) <br />1.0 <br />C) <br />> U1) f') <br />C) <br />r0 <br />4-J <br />U-) -M Ln <br />0 <br />CL Lt) <br />z <br />ILL <br />F-� re) <br />U M V-j <br />CL CO <br />E <br />z <br />UJ <br />W <br />-i C) <br />110 <br />0 <br />Ce Z <br />0 <br />L11 LL <br />LU Z (A <br />z <br />LU M � � <br />�- x 6n, a 0 <br />0 >. z < L) <br />z zoa-o� <br />Z < U x< <br />i.- < Z <br />Z <br />2: Lzu I,- <br />z <br />Z Uj <br />LU Ce _3 <br />U 0 Ln <br />LU 04 <br />0 z <br />LzLi <br />M <br />z <br />U, CLU� C) <br />Ce <br />< <br />< Z <br />LU 0 0 L) j�d <br />0 <br />-0 <br />< <br />00 <br />U L11 t7l C�a 0 <br />ir <br />0 Z.� <br />Lzu:!R <br />Z <br />z = <br />CY <br />170 <br />Z <br />z <br />Lu I ra 0 <br />z 0 <br />1<9 (5 zj < U <br />LU <br />r-4 <br />F- 1`5 g LL1 �j <br />810 <br />OL � 8 <br />>U <br />'OLLZ- <br />LU <br />C) <br />0� x 0 <br />�s � �J- 2 n <br />0 a <br />fy) <br />Ln LL <br />LL <br />U) z <br />z <br />0 <br />L.L <br />< <br />c) <br />U. <br />0 <br />LL <br />z <br />.. <br />LU <br />> <br />z 0 <br />z <br />0 <br />1­4 <br />—j <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5oll <br />JOB NO: 16-6654 <br />SHEEr NO. <br />6 <br />�7, <br />f I I� 4-il 1 1 1 : L 4" ' I ": 14"ll 11 J�' , LA '':� I I ,I Ill. :!,I. � I I I; J ;,I -11101uLl1ljh! 16116"l6fillialami <br />