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TYP <br />TO <br />2A A <br />S3 <br />(2) <br />A <br />A <br />CJ <br />In M 11 CJ1 <br />U U CJ3 a! <br />CJ5 I <br />I <br />XEJ7 <br />A <br />EJ7 S3 <br />EJ7 I <br />EJ7 <br />I <br />EJ7 <br />7 I <br />D1 EJ7 <br />(2 <br />X <br />to <br />KC <br />CJ5 <br />I <br />I <br />EJ7 <br />(2) <br />I I <br />Q <br />a <br />a <br />a <br />Q <br />tt <br />1 t <br />j <br />1 t <br />-- <br />a <br />a <br />0 P <br />II <br />I <br />II <br />I <br />I <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />I <br />EPA <br />I I I I <br />0 <br />Q <br />M <br />EPA <br />II <br />I <br />I <br />I <br />EJ7A <br />I' <br />I <br />I <br />I <br />EPA <br />a <br />I' <br />I <br />I <br />EJ7A <br />I� <br />I <br />I <br />EVA <br />EPA <br />a <br />O <br />¢a <br />— <br />N <br />N <br />7 <br />PA <br />o <br />EJ713 <br />W <br />D1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I II <br />EJ7B <br />I" <br />I <br />LU <br />I <br />CPJ5B <br />D <br />CJ3A <br />A U <br />J <br />(2) A (2) (2) <br />A S3 A A <br />ON <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 1 112" <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) 10dx1-1/2 <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) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD313 * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />-- <br />2 - 5/8" DIA. BOLTS <br />L <br />HD513 * <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 />HD713 * <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 -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 />(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 />1 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" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 1 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d 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. REVISED 10-17.19 <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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(A) <br />I 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 ("). (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 />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 1 OR 2 PLY CARRIER (A) <br />INTERSECTIONS. SPLICING / 2 x COT <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 />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />ill,�� <br />`' <br />•,` 't U �Ivl <br />O <br />W <br />LU <br />_ g S 1 <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 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 />0 <br />r- <br />a <br />� E CIDrp-p <br />O g 8 N it <br />O <br />QO <br /># , <br />N J W <br />LL J d <br />LL <br />a <br />22 <br />N M W M S N <br />J LL LL 52 Zg? 0, X <br />O <br />Z <br />Fa v Q <br />0 <br />bb <br />j N (0 m m <br />�p) <br />W <br />cQ' o EL <br />LLZ <br />Co 'L <br />�0 <br />U <br />N Q <br />Co <br />Z <br />❑❑❑ <br />W <br />M <br />V <br />z � M <br />z <br />z n <br />Q <br />J <br />a � <br />r <br />v1 <br />z <br />c� o <br />C1 <br />1l <br />l <br />T <br />C/D <br />w <br />� <br />U <br />OLn <br />w g <br />f6 <br />�- <br />U <br />w m <br />� J oo <br />of <br />• <br />U 0 <br />L Cn <br />C:,¢ <br />M <br />W <br />M <br />p <br />ZZZ <br />Q <br />f <br />U- <br />0 <br />a� <br />Z® <br />E <br />ti <br />wi <br />o <br />oa <br />�° <br />o <br />Z <br />O <br />N <br />i <br />�o <br />a <br />d i <br />�w <br />d <br />o <br />m E <br />O¢ <br />C <br />a w <br />Z <br />90 <br />o <br />3 0 <br />�? <br />J <br />= 3 <br />0 <br />C)a <br />v <br /><a <br />za <br />�o <br />0 3 <br />CC <br />L <br />co <br />f0 <br />2 <br />`J <br />cc <br />U <br />CCL <br />O <br />T70 <br />O O <br />�± <br />N <br />J <br />T <br />li <br />r <br />i— <br />T <br />cv N <br />o0 O <br />r <br />ai <br />E <br />T <br />N <br />Z <br />m <br />Z <br />:3 <br />E <br />ih <br />c <br />_m <br />d <br />E <br />U J <br />c <br />Q 0 <br />c <br />J <br />JOB <br />NO: <br />20-8067 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />