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2x BI <br />TYP. @ L.WVW IIWWi <br />CORNERS U.N.O. <br />LOW ROOF & FLOOR FRAMING PLAN A <br />SCALE: Y4"=1'-O" <br />WALL LOCATION <br />VARIES <br />ROOF SHEATHING - <br />ATTACHED PER <br />NAILING SCHEDULE <br />:1 HTA20 STRAPS <br />;H RAFTERS <br />9'-4" <br />MASONRY WALL <br />SEE PLAN <br />SECTION <br />)OF <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 />LOW ROOF <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 <br />2X10 #2 SYP CONT. LEDGER <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 />II <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 />H2.5A <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 />145 <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 />5B" ANCH. 118 10dxl-1/2 <br />HTT4 <br />2715 <br />518' ANCH. f 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / 26 10dx1-1/2' <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dxl-1/2 <br />K <br />HD3B * <br />31305/8" <br />DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />H 713 * <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 />I I IS96 <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 -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 />8 -10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 - inrf <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 />(A) <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 ("). (B <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 PIN <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1OR2P ER—f ---�A) <br />INTERSECTIONS. SPLICING ER <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 />FLOOR CONNECTION <br />(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL <br />OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <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 202 <br />FOR BLOCKING INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF 9 <br />SCALE: 1/2" =1'-0" <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 <br />Z <br />Z <br />Z <br />Q <br />J <br />a <br />V, Z <br />V)U(1) _ <br />cn <br />w <br />C) <br />.O w <br />V) _ <br />o <br />o <br />U <br />W <br />—8 <br />W ~ E <br />0MtM M <br />C W M <br />IVC M <br />0_OG <br />_ di <br />U <br />� <br />Z LL <br />Ly Y <br />Qa <br />f0.0 <br />O <br />d <br />A' <br />N C B�D � C <br />.,t <br />of ,� <br />Z� <br />•� ' <br />_'�� <br />)U Q' <br />� J <br />LLi� <br />r� :� <br />F <br />_ cy <br />Ern <br />LLIV1,15 <br />' <br />0 <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 />O <br />O <br />z N <br />O <br />r>-i�MO <br />M <br />M Ln <br />fn O <br />Q L-LL� <br />0 CL •-+ <br />Q ()o <br />� <br />z M <br />W <br />J <br />� <br />O <br />w <br />Z d <br />cu'� F- in 0 <br />ro- z< 0 <br />WIAJ4CJ <br />GGJJ OOOOOOGGGCGG UOUO � <br />N <br />Q <br />W 04 <br />M <br />� <br />z® <br />O <br />Z <br />Ln <br />r4 <br />C <br />G <br />Ln <br />.. <br />LL <br />O <br />Apr °C <br />°s <br />o <br />Q <br />O <br />W <br />9.9iZ <br />z <br />a -j <br />LL <br />an 0 <br />aLU S <br />J <br />`..00 <br />LL <br />�- <br />0°s <br />�o <br />O <br />M <br />O <br />�O�a <br />~ <br />I— <br />O <br />(� <br />z <br />jz <br />.. <br />.. <br />z <br />O <br />a 0 <br />� <br />J <br />J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />9 <br />C <br />aW <br />