Laserfiche WebLink
UPLIFT CONNECTION CROSS-REFERENCE <br />1ARK <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 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />1 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) 10dx1-112 <br />HTT4 <br />4215 <br />5/8" ANCH. 1(18)10d x1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <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 />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 />-- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 -16d x 3 112" <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 1-112" <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 - 1 Od 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 />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl 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" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />1 590 <br />555 <br />1 12-10d x 1 1/2" <br />HHCP2 <br />680 <br />1 570 <br />(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, <br />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 />BARRIER <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 CFRR� (A) <br />INTERSECTIONS. SPLICING w/ 2 x CONT L D R <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 />(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: %4'=1'-0" <br />i <br />I <br />/ <br />..lAj <br />>' <br />.'......... <br />• <br />••' <br />C� y�'\� N <br />zZ <br />°•. <br />FL. <br />P /?O ESS,� <br />SS66 FJ�{a9�itiS�l�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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />W <br />Q <br />� N LO <br />C:) � N <br />(0 0 <br />J <br />N t- 0 - Lt <br />5 �; 9 - J * Lu <br />r` LLa J <br />CN LL <br />N _j - W LU <br />Ca aX <br />"a a <br />Z <br />L @ , p� O <br />"o m m <br />7 N I- r �] <br />W <br />zIW <br />LLW <br />00 -0 Jo a <br />K 0 S <br />M <br />U <br />Z <br />N <br />Q <br />❑�0 <br />o co <br />z � co <br />� o <br />Q c <br />N <br />N <br />M <br />z <br />(J o <br />u- <br />+1 <br />r6 <br />w <br />u <br />O <br />cn <br />UJ o <br />Cq <br />wa. <br />■ <br />w <br />F— _ E <br />8 <br />S '� <br />(� o <br />e <br />Q x <br />N ooil <br />M— <br />w <br />o <br />E <br />zo <br />r0 <br />tZ O <br />U <br />�0 <br />Fz <br />�oU <br />z� <br />❑a <br />m <br />I— <br />O C <br />X <br />az <br />?o <br />az <br />C <br />O (0 <br />N <br />a <br />wo o <br />w z <br />¢� <br />� i <br />(d <br />C <br />C <br />ao <br />U <br />1 0 <br />m� <br />O <br />Fr_ <br />o F' <br />Cn J <br />m <br />Q W <br />w <br />N <br />U <br />F W <br />O <br />a <br />�O <br />aY <br />< <br />- <br />aOz <br />CO <br />o¢ <br />Z < <br />p� <br />U <br />0 CNI <br />= <br />J <br />C0 <br />> <br />'M� <br />r( <br />0 <br />� <br />00 <br />00 <br />^ <br />C <br />' <br />C)rt <br />U <br />^, <br />,,2 <br />V <br />CD <br />I— <br />E <br />T <br />(d O <br />V <br />= N <br />r <br />.i. OO <br />n N <br />M LO <br />-r-- <br />v <br />E <br />w 00 <br />c T <br />M W <br />0 <br />z <br />z <br />E 10 <br />aL�'i <br />ns <br />d <br />E <br />U � <br />d p <br />JOB <br />NO: <br />20-6225 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />