Laserfiche WebLink
0.0 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/29/19 <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 V2" <br />HTA20 <br />1615 <br />1585 <br />10 -10d x 1 112" <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 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />1 3610 <br />3105 <br />5/8"ANCH./1810dx1-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. /2010dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8"ANCH.12610dxl-1/2" <br />HTT5 <br />3225 <br />5l8"ANCH. /(28)10dxl-1/2 <br />K <br />HD313 * <br />31 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA, BOLTS <br />L <br />HD513 * <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 />HD7B * <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 />1550/3335 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d 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 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />1 14-1Od x 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-1Od x 1-112" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />1 2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-10d <br />SPT22 <br />685 <br />8-10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />645 <br />555 <br />12-1Od 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 <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <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 <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(B) <br />(A) <br />(+ <br />1 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 (-). <br />(B <br />INTERSECTING <br />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 />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />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 <br />1 OR LL RR RR ++ <br />LAd IERJ <br />(A) <br />INTERSECTIONS. <br />SPLICING <br />CONT <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />\ A, <br />SEE 3/S5 FOR \ <br />STANDARD <br />GABLE END <br />FRAMING \ <br />2X TOP PLATE TO ---T f <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. ' <br />+ <br />2X4 STUDS @ 24" O.C. + + , 1 <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM <br />SCALE: 314" = V-0" <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />0 <br />z <br />a <br />LU <br />U) <br />GABLE END <br />ROOF FRAMING PLAN <br />SCALE: %4"=1 r-0" <br />IL— <br />LF— <br />M <br />2 � o <br />z <br />Q <br />—1 <br />NM <br />� M <br />N z <br />^, Cr) o <br />W o <br />n a <br />U <br />co <br />O w <br />N tv o <br />o <br />YZN <br />(113 � Co <br />r T E <br />aspw <br />O m <br />m N <br />MID <br />Q a <br />\® <br />Z W �N6 <br />Z Z <br />� M � <br />O w <br />LU <br />�W ��LLCW <br />Z o w <br />a M <br />LLw < <br />°•�• <br />• G\ <br />or <br />f' <br />M I'U ttik <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 />ig <br />Cl) <br />z0 <br />w <br />o <br />� <br />U- <br />CC1 E <br />z o <br />o o <br />m <br />z< a <br />z© <br />o <br />U <br />N <br />t._ (d <br />uiz <br />o <br />x U <br />❑a <br />w¢ <br />U p <br />U <br />O E <br />N¢o <br />z <br />az <br />L <br />¢ ❑ <br />¢ <br />w <br />.0 <br />(� <br />ca <br />- C:Nm <br />z <br />0Y <br />�z <br />of <br />J <br />7m <br />'<w <br />�0 <br />N <br />Q <br />Iwo <br />0 <br />U <br />a <br />mw <br />C> <br />w <br />YO <br />CD <br />x <br />G O <br />0 <br />'M <br />L <br />��� <br />M <br />/ <br />M <br />1.1.E <br />T— <br />C <br />C� <br />^< <br />4.. <br />Wca <br />o O <br />LO <br />.T� J r <br />LO <br />i M N N <br />rn <br />,— <br />m <br />M M <br />M N <br />: r i6 <br />o <br />z <br />z <br />E <br />E <br />o <br />U Q p <br />JOB <br />NO: 19-5332 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />