Laserfiche WebLink
3 <br />s <br />m <br />a`> <br />c <br />a� <br />2 <br />O <br />L0 <br />00 <br />i <br />N <br />x <br />m <br />L <br />a� <br />x <br />0 <br />J <br />LO <br />r <br />OO <br />0 <br />v <br />0 <br />a> <br />L� <br />O <br />0 <br />00 <br />a <br />0 <br />CL <br />0 <br />N <br />O <br />S <br />7F <br />v <br />to <br />rA TYP <br />(2) <br />A <br />cJ <br />> <br />I <br />v 11 <br />U <br />CJ 1 <br />CJ3 <br />1 <br />CJ5 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 SIMPSONN <br />11/4"23/" & (0)10d NAI S <br />' P2) 2x12 #2 SYP WD. BM. w/' <br />EJ7 LITCH PLATE. BOTT. OF BP <br />18 <br />D1 <br />FG1 <br />GE1 <br />SIM <br />I <br />I I <br />I I <br />In <br />Uj <br />m mM co <br />m m <br />U <br />v <br />LO <br />ti� <br />CJ3V <br />CJ5V <br />I <br />EJ7V <br />(2 <br />x <br />O <br />a <br />` <br />1 <br />r ► <br />-- <br />¢ <br />(2) <br />X <br />III <br />II <br />I <br />I EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VA <br />I <br />I -P EJ7VA 4 <br />� <br />I <br />I` <br />EJ7VA <br />EJ7V <br />EJ7: . <br />Q <br />Ox <br />aco <br />ca <br />lU) <br />a <br />EJ7 <br />EJ7 <br />II <br />�I <br />I <br />EJ7 <br />I <br />I <br />CJ5 <br />C3 <br />(( <br />T <br />U <br />/16" OSB <br />I. @ 6'-8" <br />TYP. BM <br />TO CO. <br />CORNER <br />1 <br />S5 <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 />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 />1 3105 <br />5/8" ANCH.1(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 />5l8" ANCH. / (26) 1 0dx1 -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 -10d x 3" <br />JUS26 <br />1000/1080** <br />8 - 10d <br />R <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 />14-10d x 1-1/2" <br />S <br />MTS16 <br />990 <br />860 <br />14 - 1Od 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 1-112" <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) 518" ATR wl 12" <br />EMBED wl USP CIA-7000C <br />EPDXY <br />V <br />LGT2 <br />2030 <br />1750 <br />(16)16d SINKERS & (7) <br />114" x 2-114" 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 555 535 1 10-10d SPT22 735 8-10d <br />SP2 1010 1 605 1 12-10d SPT24 1090 12-10d <br />HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (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 1360 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 />1-8-8 CLEAR GAP BETWEEN i(B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @a 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. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS K1R <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 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />SEE SHEET D-1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />i <br />i <br />roar,'. <br />�V� <br />a4 <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. 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 />N <br />Q0 <br />� <br />N C <br />O N <br />Ci <br />Cm:) Or 9C) <br />MNr a)oo <br />In N u- <br />u <br />0 <br />(DMM>n <br />Uw <br />u- a. <br />N <br />a <br />N <br />ui (o <br />u` <br />W <br />a a. <br />> <br />a29 <br />mm° <br />lu <br />W <br />m 0 1- rO <br />2 Ec' <br />J o 0 <br />z <br />LL U <br />O N 0 <br />NQcoZ <br />V 0 J <br />z <br />0 <br />❑0❑ <br />W <br />Z � o <br />� o <br />o <br />Z n <br />M <br />d <br />WJA <br />N <br />M <br />o <br />u- <br />+-J <br />u.a o <br />a <br />L/) <br />w <br />E <br />V <br />u m <br />LU m <br />— E <br />0 3 <br />I <br />� t <br />O <br />� N <br />®� <br />o <br />a <br />w <br />M <br />M <br />¢ <br />zo <br />Z <br />Q <br />LJi <br />E <br />zo <br />oo <br />>o <br />aN <br />a O <br />F� <br />z® <br />Da <br />H to <br />Cl <br />O E <br />5 <br />¢ ¢ <br />u o <br />O <br />z <br />N <br />N <br />z <br />�o <br /><o <br />�w <br />N <br />_ c <br />" o <br />mo <br />o <br />o� <br />Z, <br />Q W <br />z <br />N <br />o <br />a <br />ao <br />CL <br />n w <br />U <br /><� <br />O <br />W< <br />o <br />coaF <br />°z a <br />oo <br />�M <br />a <br />= <br />a) <br />> (� <br />L <br />rn <br />m <br />^� <br />W <br />cc <br />U <br />.= <br />N <br />r <br />0 <br />>_ <br />O <br />n' CO <br />co <br />CSC <br />r <br />° O <br />O <br />.� <br />T <br />J N <br />O <br />T <br />LO <br />T <br />.i. r, <br />M N <br />� <br />r <br />O <br />c'M r <br />0 <br />m <br />z <br />E T— <br />E O <br />iri <br />Z <br />>n <br />a <br />E <br />U 0 <br />Q p <br />a) <br />JOB <br />NO: <br />20-1785 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />