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L I I I I 111171, . pill], ! 111 1.1 II I 1 1 __- 1 1 <br />ely, <br />'ING <br />wrr TYP @ <br />U.N.O. CORNERS <br />LOW ROOF & FLOOR FRAMING PLAN A <br />SCALE: 4"=1'-0" <br />WALL LOCATION <br />VARIES <br />ROOF SHEATHING - <br />ATTACHED PER <br />NAILING SCHEDULE <br />USP HTA20 STRAPS <br />EACH RAFTERS <br />9'-4" <br />MASONRY WALL <br />SEE PLAN <br />1 2x 2nd FLOOR WALL <br />1 SEE 11/D1 FOR <br />CONNECTION <br />k <br />2x6 CONT. LEDGER <br />W/ 16d NAILS @ 8" <br />O.C. @ TOP CHORD & <br />(2) 16d TO EACH WEB <br />MEMBER <br />FLOOR <br />I SYSTEM <br />2x6 #2 SPF P.T. RAFTERS <br />@ 16" O.C. TYP. W/ (2) 16d <br />TOENAILS EACH SIDE TO <br />LEDGER <br />SECTION @ LOW ROOF 2 <br />SCALE: 3/4" - 1'-0" <br />2x4 #2 SYP NAILER. NAIL - <br />TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />USP JU26 OR IF 2 PLY ' <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER —i <br />2X10 #2 SYP CONT. LEDGER <br />W/ (3) 1/2" X 4 1/2" LAG SCREWS <br />ATTACH LAG SCREWS INTO END <br />OF EACH FLOOR TRUSS, 24" O.C. <br />MAX. (AT EACH SIDE OF G.T. INSTALL <br />(4) LAG SCREWS EACH SIDE) <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 - 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 />R77A <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 />H H ETA20 <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 />9-1Od X 1 1/2% 8-1Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH. 120 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)1061-1/2 <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 />HD5B * <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 31/2" <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 />14-10d 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 />14-10d 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 />1 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)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />M <br />"X" HTS 20 1 1450 1 114b 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 1 585 1 535 110 - 10d SPT22 685 8-10d �:A <br />SP2 1 1065 1 605 1 12 - 10d SPT24 1030 12 - 10d <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 />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />DROP HIP DETAIL <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) <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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />Irl <br />1 C <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 />z CONT LEDGER <br />FLOOR CONNECTION <br />Fq: (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL <br />OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SEE FLOOR FRAMING PLAN AND <br />J/S6 FOR MORE INFO. VERIFY <br />WITH PLAN FOR LOCATION AND <br />DIRECTION (IF PARALLE SEE 2/D2 <br />FOR BLOCKING INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = V-0" <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />U <br />— o <br />Z <br />Q <br />J <br />V) U <br />cn <br />w <br />C) <br />. U — <br />0 U-1 <br />Ln <br />m <br />o <br />o 0 <br />~ <br />In n- <br />U <br />w <br />�. E <br />ry' 8 <br />0) M <br />C M M <br />cn <br />O a o <br />— <br />U N <br />C <br />0 ao <br />Y <br />Qrn <br />In O q <br />rnQo <br />A ' <br />B D® <br />N C B D C <br />e�"roi��lt, <br />CO <br />y o.�.,,vp <br />�, rn <br />Zri <br />-� .Q, iL <br />xr <br />•o-w <br />0 ✓�_ <br />` <br />E°''d <br />rn• <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 Sth 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 />O <br />O <br />Z (V <br />O a) N <br />N-+4-0O <br />F%1 Ln M O <br />M <br />a U-) <br />a �•L�t <br />^ <br />Qrn <br />�U�QOO <br />a <br />E ... <br />(a <br />z <br />W <br />J � <br />d' <br />J <br />O z <br />wU-0 <br />z Va <br />LLI <br />00 <br />zaQ <br />r�ro 0Q�zax <br />Zz>- <br />Q U Q <br />k0 <br />Zz; <br />�Z <br />a:WJ <br />�. <br />QOts <br />UU0E ��wN <br />z0W 0 <br />C:) <br />M <br />i <br />�kyJ <br />O <br />N <br />N <br />Z <br />N <br />2 <br />Ln <br />Uuj <br />• <br />J <br />W V) he W <br />O <br />0 <br />O <br />U00 <br />2 <br />V <br />z <br />OOZW <br />zaJ -°!iz <br />QzODLL <br />LU06 <br />e[ <br />UO <br />0 <br />W W ou-zQ <br />=) < <br />a��o <br />NJo W� <br />I..L <br />O <br />�M <br />,-i �/ <br />J'L Y W <br />a Q < x <br />�- <br />O <br />M <br />LL <br />z <br />.. <br />.. <br />a <br />z <br />t-4 <br />J <br />J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />1525 <br />JOB NO: 17-5172 <br />SHEET NO. <br />9 <br />