Laserfiche WebLink
TYP <br />A <br />rA (2) <br />UIlk <br />V ti� ' Lo <br />CJ <br />C� U �� CJ 1 <br />CJ3V <br />CJ3 <br />CJ5V <br />I <br />CJ5 <br />I EJ7V <br />EJ7 <br />I <br />I EJ7V <br />EJ7 <br />"I <br />EJ7V <br />EJ7 <br />EJ7V <br />11 <br />I <br />EJ7 <br />r1 <br />r 1 <br />' <br />EJ7V <br />j j <br />1 <br />EJ7 SIMPSON HU410 w/ (18) TITEN <br />1 /4" x 2 3/4" & (10) 1 Od NAILS <br />r 1 <br />I <br />EJ7V <br />-- <br />(2) 2x12 #2 SYP WD. BM. w/' <br />EJ7 FLITCH PLATE. BOTT. OF B? <br />0 <br />(2 <br />x <br />18 <br />D1 <br />FG1 <br />0 <br />EJ7VA <br />O <br />v <br />EJNA a <br />i <br />I' <br />I <br />II <br />E1 <br />O <br />EJNA <br />x (2 ) <br />SIM <br />F-L <br />EJ7V <br />EJ7 <br />EJ7 <br />EJ7 <br />" <br />"l <br />I <br />I EJ7 <br />I <br />I <br />I I <br />"I CJ5 <br />CJ3 <br />1 <br />Cl) rn <br />N <br />a <br />r <br />Q <br />~ <br />c~o <br />Q <br />Q <br />H <br />F <br />a <br />H- <br />a <br />a <br />M <br />Q <br />Q <br />Q <br />a <br />Q <br />F- <br />a <br />C7 <br />Q <br />LU LU <br />m m m com m m <br />d, <br />J <br />116" OSB <br />1. @ 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 />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 />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 />R73 <br />1 345 <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) 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 />5/8" ANCH. / 26 10dxl-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 />H05B • <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 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 />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 wl 12" <br />EMBED wl 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 1 1310 1 1245 1 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10 -10d SPT22 735 8 -10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 L 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 / 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 />(A) <br />OR 2 PLY <br />;ARRIER <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) (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. RIel <br />yy R�ER <br />1 OR P)L T LEDGER —�A) <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 6-0" 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-B1 <br />SCALE: Y4'=1'-0" <br />o11111111lilt r/N,,� <br />4 �+z0 W <br />v C� <br />�. <br />- U <br />� <br />t~ Lor:. <br />ll <br />OFESSIO <br />�•/7/r�rlttt111E��11 <br />\\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedtications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Resldential Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />11- <br />a g <br />0 <br />L <br />n m <br />W <br />a <br />f/�NN� LL L 0, <br />J C7 , N <br />a <br />ZOf <br />LLLL <br />W o O <br />oC <br />W <br />2`) m � <br />ON, �Qopa <br />Z <br />LL <br />= <br />0Di NZ a0 N <br />N OU <br />❑❑❑ <br />W <br />Z o�S <br />Q <br />U) <br />Z <br />CoN <br />4-J <br />N <br />W <br />U <br />OW <br />�V1 <br />U <br />�Q <br />o <br />QLL <br />J <br />E E <br />aff <br />F <br />zaQo <br />EO <br />Z <br />S E <br />N � <br />oY <br />g <br />�0 <br />z <br />n7 <br />C <br />� � <br />O <br />gkEk <br />3 <br />8 <br />iZ <br />Sao <br />W) <br />U <br />Zw <br />y <br />s <br />Ay <br />8 <br />C <br />H <br />o <br />1 <br />5 <br />o <br />>M <br />L <br />M <br />/ <br />O <br />M <br />Q <br />C <br />� <br />, <br />O <br />T <br />CL <br />^' m <br />W <br />I— <br />O <br />E o <br />�" <br />rso <br />c CD <br />N <br />O) <br />r <br />T <br />CIO <br />E <br />� <br />♦— <br />O <br />M <br />Z <br />m <br />z <br />E CDy <br />� <br />c <br />0- <br />U <br />Q p <br />JOB <br />NO: <br />20-8074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />