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�-8d NAILS @ 6" O.C. TO <br />BLOCKING BELOW <br />*DIAGONAL SPACED <br />AT 15'-0" MAX <br />2x4 BLOCKING @ 48" —2 ROWS OF 8d <br />O.C. <br />ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />E —_ 'I'j <br />SEE <br />O.C. W/ (2) 16d <br />TOENAILS EACH END @ 6" O.C. FLOOR SHEATHING <br />/ <br />SHEATHING OF HIP/RIDGE, TYP.BETWEEN <br />AN I SHI <br />PLAN F_-�_ <br />JACK TRUSS (AS SHOWN) <br />29,N , , , ...... <br />TRUSSES W/ (2) 12D NAILS EACH <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />FLOOR TRUSS <br />—FLOOR TRUSS W/ <br />TYP. <br />2X4 BLOCKING <br />—CLIP EACH TRUSS <br />USP H2.5A TO <br />BETWEEN TRUSSES TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />BRG/S.W. BELOW <br />PLYWOOD SHEATHING—,,, <br />BLOCKING <br />SECT. A —A A <br />FROM BASE PLATE TO <br />FRAME OUT TO <br />TOP OF FLOOR TRUSS <br />BLOCK EDGE <br />ATTACHED PER <br />I INA <br />NAILING SCHEDULE <br />G.T. <br />SEE DETAIL 4/D1 <br />ADD 2X4 ALONGSIDE <br />FOR BEAM SIZE <br />2x4 SPF STUDS SEE C/S3 FOR <br />TOP CHORD WHEN REQ'D <br />EXTERIOR SHEATHING <br />@ 16" O.C. WALL ADD'L INFO. <br />TO PREVENT PLYWOOD <br />ATTACHED PER NAILING <br />SET BACK 2" PER <br />SPAN FROM EXCEEDING ACK <br />SCHEDULE <br />2x SPF #2 <br />DETAIL C/S3 <br />HI <br />MAX 24" SPAN (EITHER HIP <br />�RUSSES <br />AT 16" O.C. <br />SEE PLAN FOR DIM. <br />1.j 1 <br />00 G.T <br />00 <br />SIDE OR BOTH IF REQ'D) N\G <br />I <br />BUILDER FRAME <br />SEE FND. PLAN <br />JN_ <br />RADIUS <br />FOR FOOTING j <br />CONTINUOUS LATERAL BRACING - <br />AS REQUIRED <br />SPECS. <br />NAIL OVER X-BRACE AS SHOWN- <br />(2) 12D NAILS <br />INSTALL BLKG. AT TRUSS WEBS <br />AT 12" O.C. MAX <br />FOR NAILING <br />X-BRACING 2x4 SPF OR SYP <br />INTERIOR SHEARWALL @ TRUSSES <br />w/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.)/,' �j <br />HIP/RIDGE BLOCKING DETAIL <br />KNEEWALL ENTRY FRONT WALL r6 <br />STEP-DOWN, WALL TO TRUSS r3 <br />6 <br />SCALE: 1/2" 1'-0" <br />I <br />SCALE: 1/2" V-0" <br />SCALE: 1/2" 11-01, <br />SCALE: 1/2"=V-0 <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ M IN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />NAILS AT EACH TRUSS INTERSECTION. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. A 4 . <br />WOOD TRUSS <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIESW/ <br />ROOF SLOPE <br />x <br />WOOD WALL—\ 1-1 <br />OR TRUSS. '--2X4 CONT. W/ (2) <br />1, <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />//—TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE: 3/4" = V-0" <br />I <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2X8 BLKING. NAILED @ EACH <br />SIDE W/ (3) 12d NAILS WHEN <br />REQUIRED W/ (2) USP HTW20 <br />W/ (14) - 1 Od X 1 1/2" EACH <br />FF1 I-1 <br />T W <br />! 7 PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 1 Od TOP& <br />BOTTOM OR USP RT7 <br />OR HCLR/LL W/ 8 - 8d <br />IN PLACE OF (4) 10d <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 <br />(2) #7X 3-1/2" WOOD <br />SCREW EACH TRUSS <br />OR USP RT7 @ 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />2x8 #2 SPF RIDGE BEAM <br />2X6 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2-4-O.C. MAX. W/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. AT--/ CONC.MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />SCALE: 1/2" V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />2x4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2X4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW@ 16" <br />O.C. <br />F <br />16" FLOOR SYS EM <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION FLOOR <br />CONNECTION r22�� <br />SCALE: 3/47777 <br />(2) 2X8 #2 SYP W/ <br />7116" O.S.B. FLITCH <br />PLATE TOP @ TRUSS <br />USP LSTA18 <br />USP HD4101F BUCKET <br />CENTERED @ <br />SEE ROOF PLAN FOR <br />SPLIT TO TIE <br />MORE INFO <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZ E <br />& ADDITIONAL INFO. <br />SEE FLOOR PLAN <br />SEE FLOOR PLAN FOR <br />FOR COLUMN SIZE L <br />COLUMN SIZE& BASE L <br />& ADDITIONAL INFO. <br />OPTION <br />A <br />CONNECTION INFO <br />OPTION <br />B <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BEAM <br />SCHEDULE/PLAN <br />COMMON <br />BM. <br />TO POST ATTACHMENT <br />7/16" OSI3 FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BEAM <br />SCHEDULE/PLAN <br />SCALE: 3 <br />SEE ROOF PLAN <br />-011 <br />M <br />CONNECTION r'1=K1TPP r)[= Pr)qT <br />A <br />FOR BEAM SIZE & B SPLICE OVER <br />INFO. A F <br />SEE PLAN FOR r6 <br />TOP OF BEAM <br />BRG. <br />TYPICAL BLOCli� I <br />11 <br />WALL <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />0. <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />51 <br />COMMON 13M. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />USP JUS46 OR JUS461F <br />BUCKET TO COLUMN <br />SUPPORT COLUMN BUILT-UP <br />(2)-2x4's OR 4x4 W/ (2)-1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(l 0)- 1 Od x 1 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(l 3)-1 Od NAILS Ea TO COL. <br />TIE BEAM <br />BEAM RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE: 1/2" = 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 />MIDDLE <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />USP JU26 OR IF 2 PLY <br />TRUSS USP JUS26-2 SEE FLOOR FRAMING PLAN AND <br />TRUSS TO LEDGER J/S6 FOR MORE INFO. VERIFY <br />2x8 #2 SYP CANT. LEDGER w/ <br />(4) 16d NAILS @ EACH FLOOR WITH PLAN FOR LOCATION AND <br />TRUSS. MAX 24" O.C. (AT HIP DIRECTION (IF PARALLE SEE 2/D2 <br />JACK LOCATION INSTALL (5) FOR BLOCKING INFO) <br />NAILS EACH SIDE) MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = V-0" <br />USP LSTA30 <br />W/1 1-1 Od TO E <br />& TO COLUM� <br />& (5) 1/4" X 2 1/4" T11 <br />SCREWS EACH SID <br />MSTAM36 W/ (13) - <br />EXTERIOR CORNEF <br />02 SYP BEAM <br />O.S.B. <br />PLATE <br />JP COLUMN MIN. <br />NDER EA. END OF <br />M IN. (2)-1 Od @ 8" <br />�CH PLY <br />T.PLATE <br />kSE FILLED <br />JCRETE SEE <br />'OR SIZE <br />KNEEWALL @ ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />3/4" T & G <br />PLYWOOD <br />SYSTEM 42 <br />2X4 SPF <br />STUD <br />CK <br />P SPT4 <br />(6)-10d <br />1/2" <br />SCALE: 3/4" = V-0" <br />10d NAILS @ 6" O.C. <br />16d TOE -NAILS <br />@ 41- O.C. <br />1/2" DRYWALL EA, FACE <br />ATTACHED W/ 5d COOLER <br />NAILS OR 1 1/2" TYPE <br />S OR W SCREWS @ 7" O.C. <br />2X4 SPF #2 STUDS <br />@ 16" O.C. U.N. 0. <br />ON PLANS <br />SEE C/S3 FOR <br />MORE INFO. <br />PLATE <br />INTERIOR GYPSUM <br />BOARD SHEARWALL 31 <br />SCALE: 3/4" = V-0" <br />z <br />< <br />a) <br />i <br />Q_ <br />V) (D <br />4--J LU <br />ru <br />0 Uj <br />V) <br />V) <br />E <br />0 <br />00 <br />ai rZ <br />C14 <br />a) M <br />Uj <br />l.-_ E <br />— 8 <br />.0 co C100 <br />J! : -, g04 <br />0.2, <br />M: di <br />4, <br />U_ co <br />0 <br />.5 <br />0 <br />< <br />CL c <br />C; <br />A 1. <br />De <br />N-C B-D-C <br />- , X1, <br />, <br />1'.6 <br />:0 <br />t <br />�Sg C.1�1 <br />ff AMEMIF.", "\ — <br />12 C; <br />42 <br />Us CL <br />I's <br />UM <br />W <br />1 <br />7 11 El <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 />z r4 <br />0 (D N <br />14 <br />P-4 CD <br />(n %0 a <br />z <br />> V) M <br />0-4 M CD <br />0 4..r N <br />V) (U Ln <br />CL <br />cu In <br />L_ LL <br />CL <br />zCe <br />U>- M <br />< CL 00 <br />z § E <br />z C:) <br />LU <br />_j 0 <br />z <br />w u- 0 <br />UJ Z <br />-.,z 0" <br />10,- zo >- zo <br />z >< � v <br />� z z z P z <br />wz� :Wz <br />U- ag <br />K <br />00 <br />80 0 UJ CM <br />0 <br />11, <br />0 z <br />=z <br />�Ti <br />C) <br />Ln <br />r'.4 <br />r%j <br />Ln <br />W <br />_j <br />Ce <br />e-s < <br />0< zo 8 'C' le <br />- <br />0 <br />< <br />R <br />8,i <br />-0 <br />m <br />Z <br />Z <br />CL W <br />r) <br />c.' �0; —02 8) ;0' <br />0 P <br />W <br />Uj <br />.8:r;5 <br />> <br />_j <br />%.� 06 <br />� 0 29: 6 2 <br />= <br />Ln <br />T__qri) <br />uj 0 0_ Z!� <br />< � P 20: 8 <br />co <br />T-1 Z <br />=) =) 12� <br />j z <br />C) <br />I <br />N 0 <br />0.!� <br />C) <br />z <br />L) <br />LLJ <br />> <br />0 <br />z <br />:5 <br />z <br />CL U) <br />SCALE: AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />D 1 <br />