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LOV <br />ONG <br />IG <br />-W.. , .. . TYP. @ <br />U.N.O. CORNERS <br />LOW ROOF & FLOOR FRAMING PLAN B <br />SCALE: Y4"=1'-O" <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 />2x 2nd FLOOR WALL <br />SEE 11/D1 FOR <br />CONNECTION <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 />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" = V-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 <br />2X10 #2 SYP CONT. LEDGER -j <br />W/ (3) 1/2' X 41/2" 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 />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 />1615 <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 />1615 <br />1585 <br />10 -10d x 1 1/2" <br />C <br />H2. A <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% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8' ANCH.118 1061-1/2 <br />HTT4 <br />2715 <br />5/8' ANCH. / 20 1061-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518"ANCH.12610dxl-1/2' <br />HTT5 <br />3225 <br />5/8'ANCH./(28)10dxl-112 <br />K <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />- <br />2 - 5/8" DIA. BOLTS <br />L <br />4505 <br />37855/8" <br />ANCH. 31V STUD BOLTS <br />TDX6 <br />5320 <br />- <br />2 - 7/8" DIA. BOLTS <br />M <br />H 7 * <br />6645 <br />5650 <br />7/8" ANCH. 314" 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 />111511060** <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 -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 />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <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/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 />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 />W <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-10d 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 />10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />—La-- <br />1 12 - 10ri <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) 20 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 1 <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 />12 PLY CARRRIEER-1 <br />xCONTLEDGER <br />FLOOR CONNECTION <br />10 : (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. 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