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2x B <br />2x <br />TYP. @ k.WVV <br />CORNERS U.N.O. <br />LOW ROOF & FLOOR FRAMING PLAN B <br />SCALE: X"=V-0" <br />WALL LOCATION <br />VARIES <br />ROOF SHEATHING - <br />ATTACHED PER <br />NAILING SCHEDULE <br />"HTA20STRAPS <br />'H RAFTERS <br />�$Zlv <br />MASONRY WALL <br />SEE PLAN <br />3ECTION <br />)OF <br />2x 2nd FLOOR WALL <br />SEE 1 1/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 ROO <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/3-1 Od <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 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 />0 <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 - 1 Od 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 />1450 <br />7 - 1 Od 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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. /(18) 1 0dx1 -112 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dxl-1/2 <br />K <br />HD313 * <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 - 1 Od <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 3-112" <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 - 1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od 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 - 1 Od 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 - 1 Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGTIMUGT <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 />1850 <br />1810 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W � <br />11X11 HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" <br />Spi 585 535 10 - 10d SPT22 685 8 - 10d <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <br />HCP2 1 645 1 555 1 12-1 Od 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 3112 & LOWER. <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 1555K-�," <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 6-0" ON A HORIZONTAL PROJECTION. <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 2/D2 <br />FOR BLOCKING INFO) <br />-MASONRYWALL <br />(TYPICAL) <br />SECTION AT LOW ROO <br />SCALE: 1/2" = 1' <br />� 2 PLY CARRIER —J <br />x CONT LEDGER <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 />all <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />LOG <br />Z cv) <br />z 'D <br />V) (D <br />(1) <br />C—/3 <br />4--J LIJ <br />U <br />0 LLj <br />E <br />0 <br />Cn <br />(n <br />cli <br />cm C-3 <br />C M CQ <br />E :2 cc41 <br />to <br />4) <br />allE <br />08, <br />LL 00 <br />C) a) <br />f2f 0 <br />0 Y <br />05 jz, <br />8 <br />-.e <br />< 0 <br />0 <br />CL <br />< <br />A <br />8 D. <br />N-C B <br />*Cp <br />0 <br />C5 <br />tA z W, gz <br />W 4F I— <br />LL LL- <br />Z.',O" <br />-ken <br />z -d <br />15 C-41 <br />0 <br />To the best of the Engineer's kn.X4g�Uid'AANn6and <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 />z <br />0 ai <br />1--4 4-J <br />V) — <br />:3 <br />> (n co <br />0""' M <br />fO Lr) <br />0 <br />< "u- <br />z <br />ce- U 00 <br />< . <br />Z3: E <br />W <br />z M <br />LLJ C:) F- <br />0 <br />O� Z <br />0 <br />M U. <br />UJI z (A (L <br />LLI co z x <br />U�-< x <br />00 <br />F <br />zo >- z < () <br />Z z 0 iL X <br />U 7:< <br />< <br />F < Z <br />z Z <br />LLJ 1. z <br />a: ul <br />Uj W -i <br />0*1 <br />8 L0 <br />C) <br />WO <br />uj <br />C:) <br />Cn <br />z <br />LU z <br />34 <br />C:) <br />Ln <br />< <br />LL <br />ry <br />ILL! <br />" 0 <br />LU F- <br />;� <br />0 <br />he <br />z U <br />LU C, 0 0 <br />0 <br />0 <br />U W J 0 <br />F- <br />E 0 z LL <br />z <br />Z <br />z =) 2,: � ;� <br />CY <br />LL' Lu z 0 <br />LU <br />LL <br />(9 :� < U <br />F- g - V <br />> <br />06 <br />5) 8 Lu 2 �-CL <br />V) <br />LL <br />LL > 0 0- <br />Lu 0 LL Z < <br />ne - z 0 <br />>- <br />r*4 0 <br />0 LL 0 <br />CY z <br />En z < <br />De <br />0 <br />C:) <br />0 <br />ry <br />-j re LLI <br />a. h4 Uj <br />iL < x <br />< <br />c) <br />fy) <br />z <br />U.J <br />> <br />0 <br />Z <br /><� 0 <br />z <br />1-4 <br />—j <br />0- <br />—j <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: EPAND <br />VERSION NO. <br />15m,25 <br />JOB NO: 16-6651 <br />SHEET NO. <br />9 <br />Uj <br />Uj <br />