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TYP <br />CO <br />TYP, - - <br />U.N.O. <br />TYP. <br />U.N.O. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 />1615 <br />1585 <br />10 - 1 Od x 1 1/2" <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 />110 - 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 -1Old x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1Od X 1 1/2% 8-1 Old <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. / 18 1061-1/2 <br />HT74 <br />2715 <br />5/8" ANCH. /(20) 1 0dx1 -1 /2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126 10cIA-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD513 * <br />4505 <br />3785 <br />518" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <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 />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 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Old x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 -1Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Old x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />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)1Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />"X" I HTS 20 1 1450 1 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" <br />SP1 585 535 10- 10d SPT22 685 8-10d <br />SP2 1065 605 12 -10d SPT24 1030 12 - 10d <br />HCP2 645 555 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 SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <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 />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 />r--f <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 C <br />INTERSECTIONS. SPLICING <br />/ <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 />GIRDER TRUSS (IF 2PLY <br />CONTRACTOR TO SCAB ON V-0" <br />LONG 2x4 TO TOP & BOTTOM W/ (2) <br />8d NAILS @ 3" O.C. TO PAD OUT <br />TRUSS TO 3 PLY) <br />(2) 2x TOP PLATE <br />SCAB ON TO —' <br />TRUSS IF 2PLY <br />USP WUSC53 W/ (8) 1Od�°° <br />NAILS & (2) J" BOLTS W/ BUILT-UP STUD PACK <br />NUT & WASHER. (VERIFY SEE PLAN FOR MORE INFO. <br />CONNECTOR W/ <br />CORRECT ROOF PITCH) <br />HIGH UPLIFT GIRDER CONNECTOR <br />UPPER ROOF FRAMING PLAN B <br />SCALE: 1/2" = 1'-0" <br />(A) <br />I OR 2 PLY <br />'ARRIER <br />t 2 PLY CARRIER <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0!�G <br />Z M <br />o <br />_ <br />Z C° <br />Z <br />Q <br />O <br />cr3 <br />w <br />p <br />.0 — <br />Ow <br />~ <br />o <br />l/i <br />O 0 <br />U <br />F Ep <br />� <br />8 <br />�M M <br />c m ch <br />N O M <br />O 8 p <br />= N <br />pl UCD <br />L u-00 <br />Y <br />-�C <br />LO p <br />Q rn <br />ch < <br />A 1 <br />B Do <br />"°BD° <br />�� <br />rzi <br />\1 i5 <br />�e <br />� -f'o.." <br />�•, J <br />'&I <br />o <br />Coo) n <br />IA ? N°l°.T.e. a.• <br />LL Z <br />m V <br />W oNESSt <br />J�`�d <br />nall <br />El El <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />7! <br />O <br />O <br />Z N <br />O a� <br />--J O <br />00 <br />M <br />M <br />a � •L <br />a(1)LL U-) <br />Q� U C 00 <br />Q <br />WJ <br />t.0 <br />d" <br />g <br />OZ <br />wLL0 <br />N a <br />CO Z <br />U <br />L.z <br />�0�zQOU <br />zr<Ux< <br />i�?w[Z�Z <br />�g j d'J <br />U COLO <br />040�W0 <br />U�a0z0 <br />O <br />M <br />WSW <br />J <br />O <br />-M <br />ATI <br />_W <br />L / <br />I <br />N <br />'n <br />z_ <br />• <br />J <br />Boa <br />Li <br /><z Q)a <br />Woo�� <br />z <br />a <br />roz�o <br />0 <br />a. LL <br />w <br />w3o <br />W <br />O <br />�+' zO¢ <br />I'F--gaJW¢8 <br />O <br />8 0 LLJ <br />T� <br />ceWOLLzQ <br />aa�oo <br />Q/ <br />O <br />Mo <br />w <br />JOWa <br />JaUj Lu <br />a Q Q <br />z <br />M <br />u- <br />.. <br />z <br />g <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />10 <br />