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2x B <br />9r, <br />TYP. @ �%.Ivv IAW%Wl <br />CORNERS U.N.O. <br />LOW ROOF & FLOOR FRAMING PLAN B <br />SCALE: Y4"=1'-0" <br />WALL LOCATION <br />VARIES <br />ROOF SHEATHING - <br />ATTACHED PER <br />NAILING SCHEDULE <br />�HTA20STRAPS <br />'�H RAFTERS <br />914" <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 />3ECTION @ LOW ROOF <br />SCALE: 3/4" = 1'-0" <br />)OF <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 J <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 />061 <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 - 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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2% 8-1 Od <br />H <br />HTT4 <br />3610 <br />3105 <br />518"ANCH. /(18) 10dxl-1/2 <br />HTT4 <br />2715 <br />5/8-ANCH. /(20) 10dxi-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5F ANCH. / (26) 10dxl-1/2* <br />HTT5 <br />3225 <br />5/8-ANCH. /(28) 10dxl-1/2 <br />K <br />I 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 />53"ANCH. 34"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />5650 <br />71r ANCH. 314"STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />L I JS96 <br />1165/1070 � <br />1005/915— <br />8 - 1 Od 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 - 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 1/21' <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 />MTW90 <br />liar <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 W1 SIMPSON "SE-P' 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)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />W � L <br />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 d <br />SP2 1065 605 12 - 10d SPT24 1030 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 />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 (B <br />(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, (8) 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 />OR2PLYCARRIER—J ------(A) <br />INTERSECTIONS. SPLICING / 2 x CONT LEDGER <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 />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 />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 ROO <br />SCALE: 1/2" = 1' <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />a <br />(D t� <br />Z <br />z <br />z <br />< <br />E6 11 <br />z <br />V) 0 <br />(1) <br />U-) <br />4-J LU <br />U <br />0 LU <br />V) 01- <br />E <br />a <br />C') <br />Ul) <br />0 <br />8 0 <br />Fa r, <br />0) P1 <br />LU <br />E <br />8 <br />20, W C21) <br />I* :,a co, <br />0.2, <br />Mai <br />o % <br />§ LL <br />0 1i <br />co CL <br />0) <br />< 0 <br />LO <br />0 <br />A <br />N D-C <br />It <br />V <br />Vv 11 fl- <br />=t <br />MA <br />t <br />C <br />S <br />L z <br />LWI <br />4 <br />0 <br />pj . 0 F ES <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 sea]. <br />C) <br />z C% j <br />0 a) r-, <br />P-4 4-J <br />0 <br />V) <br />4-1 <br />M In <br />0 <br />(1) Ln <br />C ILL <br />z <br />CL 00 <br />z E <br />z M <br />LU C�j F- <br />Wo <br />- Z <br />U U., z I a: <br />C! in ox <br />0 z< 0 <br />ro- z 0 <br />z >- U <br />z z z <br />!E � P 'W <br />8 <br />C) <br />8 8 <br />RL 0 ZZ <br />z <br />Ln <br />Ln <br />9 <br />T-1 <br />. a <br />LL <br />�0- <br />0 <br />0 <br />-0 <br />Z <br />4< 0 <br />z <br />Or- Ly <br />2 <br />(1) <br />z <br />LU <br />—i <br />U— <br />LLJ CY 2! <br />Q Ui 0 <br />> <br />oes <br />V) <br />LL <br />0 z <br />r%j 0 <br />z <br />0 <br />CD <br />z <br />LU <br />Z <br />> <br />z <br />0 <br />:5 0 <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />9 <br />