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*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />SEE ROOF <br />PROVIDE 2X4 MIN. BLOCKING AT <br />COLUMN W/ (2) HTW20 <br />PLAN <br />SHEATHING <br />Qk OF HIP/RIDGE, TYP.BETWEEN <br />STRAPS <br />JACK TRUSS (AS SHOWN) <br />TRUSSES W/ (2) 12D NAILS EACH <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING <br />TYP. <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES <br />TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />BUCKET TO COLUMN <br />(SEE ROOF PLAN <br />FOR TYPE) <br />BLOCKING <br />SECT. A -A <br />q <br />7/16" O.S.B. FLITCH <br />PLATE TOP @ TRUSS <br />FRAME OUT TO <br />° <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />q <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />ADD 2X4 ALONGSIDE <br />EXTERIOR SHEATHING <br />TOP CHORD WHEN REQ'D <br />(2) USP HTA20's <br />ATTACHED PER NAILING <br />° <br />TO PREVENT PLYWOOD <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />JACK <br />HIP <br />WALL <br />ALT: (2) USP MSTAM36 <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) <br />TRUSSES, <br />G.T <br />STRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN- <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2)12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING-2x4SPF DR SYP <br />BEAM @RAISED <br />ENTRY <br />W/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP.)/"1 <br />HIP/RIDGE BLOCKING DETAIL <br />MASONRY WALL 4 <br />KNEEWALL ENTRY FRONT WALL s <br />2 <br />SCALE: 1/2" = 1'-0" <br />SCALE:1/2"=V-0" <br />SCALE: 1/2" =1'4' <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. <br />USP LSTA18 <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER <br />VERTICAL SCAB <br />W/ MIN. (4) 12d WHEN <br />CENTERED @ <br />USP HD4101F BUCKET <br />FOR <br />L. <br />FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />2 x 6 #2 SPF 48" O.C. <br />IT LANDS NEXT TO W/ 4 10d TOP & <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE ROOF PLAN <br />MORE INFO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />pRE-ENG. TRUSS 2xg BLKING. NAILED @EACH BOTTOM OR USP RT7 <br />BOTTOM <br />TOMHCLO <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w! (3) 12d NAILS WHEN <br />WHENL W/ 8 - 8d <br />/ 8 - <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />R UI <br />REQUIRED w! (2) USP IN PLACE OF <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />-10d X 1 1/2" EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN <br />I L COLUMN SIZE & BASE <br />CONNECTION INFO <br />7/is" OSB FLITCH PLATE <br />REO'D ONLY WHEN <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 />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />TO STUDS W13-16d @ <br />RAFTER <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />7/16" ONLY WHEN <br />COLUMN SIZE & BASE <br />EA. STUD. TOENAIL EA. <br />ROOF AND EXTERIOR <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20-0 �� <br />INDICATED ON BM. <br />OPTION A <br />CONNECTION INFO <br />OPTION B <br />OPTION C <br />TRUSS TO NAILER w/A. <br />SHEATHING ATTACHED <br />O.C. MAXIMUM. <br />2X4 SPF 2 <br />SCHEDULE/PLANDICTEONB <br />PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W! 2-16D (2) #7X 3-1/2" WOOD <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB SCREW EACH TRUSS <br />COMMON B M TO POST ATTAC H M E NTrA <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />_ , „ <br />SCALE: 3/4rr-0 <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />pg B <br />FOR BEAM SIZE & <br />BM. SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />OF AM Nq_J will <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />A <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" <br />MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TRUSS <br />USP ST18 <br />USP ST18 <br />• <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP, U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />LOCATION AND <br />BEARING SUPPORT <br />, �INTO <br />END OF EACH FLOOR <br />.FOR <br />DIRECTION (IF PARALLE <br />FOO <br />TRUSS, 24" O.C. MAX. (AT <br />SEE FOR BLOCKING <br />A-/� ALTERNATE BLOCKING <br />CORNER <br />(aj NAILS ECH SIDEACH SIDE) <br />�D2 <br />NFO <br />INFO) <br />SEE <br />FOUNDATION <br />DETAIL a@ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />(nP�AL) WALL <br />3 <br />SCALE: 1/2"= V-0" <br />COMMON B M . ATTACHMENT �18 <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE:3/4"=V-0" <br />SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SCALE: 1/2" = V-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD <br />HEEL HEIGHT <br />SCALE: 1/2"=V-0" <br />VARIES <br />@ O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />26" <br />W/ USPD3 <br />ATTACHED PER <br />ADDITIONAL <br />8d <br />NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />EXTERIOR SHEATHING <br />OUTLOOKER 4" <br />INFO. <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d — COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />12d TOENAILS EACH END <br />TOENAILSTOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING <br />FOR CONNECTION <br />PLATE & (2)) 1 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP INFORMATION. <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />GABL <br />12d NAILS EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE <br />INFO. <br />. <br />TRUSS <br />LOW ROOFNVALL <br />T <br />VERTIVAL STUD) <br />SHEATHING ATTACHED <br />2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />2x4 BASE PLATE W/ <br />PER NAILING SCHEDULE <br />/ <br />J AnVARIES W/ <br />FOR WALL LOCATION <br />USP LSTA30 OR <br />1/2" PLYWOOD <br />USP MTW12 O BLOCKING <br />ROOF SLOPE <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />O.C. <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />• <br />xx <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />a.. <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />TOP OF WALL :� <br />OR BEAM .� <br />HTW20 @ 4-0" O.C. TO GABLE <br />' <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN �,. <br />TRUSS <br />4 W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />• � <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE 3" FROM EACH END & <br />@ <br />DIRECTION <br />CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />; °0 <br />INFO. <br />SECT -ION <br />@FLOOR <br />MANUF. SPEC'S FOR <br />CONNECTIONS TOG.T. <br />EXTERIOR. WALL <br />SECTION ENTRY s <br />CONNECTION 22 <br />SECTION AT HIP GABLE 12 <br />SECTION BUMP OUT 39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = T-0" <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS-.. <br />C9 <br />Z 0 <br />Z <br />O <br />a <br />Z <br />V) 0 <br />C <br />-I--�' w <br />U — <br />w <br />0 <br />o <br />.� <br />o0 <br />m l� <br />c~® <br />1 <br />w <br />F-E <br />00 <br />N M <br />C' to Cl) <br />2:2 - <br />- <br />co <br />O o0 <br />w�00 <br />Cc <br />C D <br />0 <br />C 0 <br />LO v <br /><C on <br />w¢ o <br />N•C-B�D•C <br />I <br />®� <br />'Mo <br />No <br />$,.9 <br />N • <br />- <br />�Q a <br />�tr/w1� O <br />N <br />A?O F E V <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 />1t <br />0 <br />Z � <br />0�1� <br />O <br />i>i U M M O <br />Q�fu Lh <br />a � .2 d- <br />Q LL 'I' <br />� U>- <br />Q � o <br />Z ro <br />F-• <br />W J� <br />d' <br />oz <br />w� <br />z¢a <br />'z8o <br />U <br />S,.zJ <br />uu <br />W°o <br />LU <br />0 W Q <br />N <br />ZzZ <br />0 <br />¢� <br />°C <br />Z <br />Ltd <br />U <br />LU <br />z <br />J Q <br />O <br />W <br />o <br />O <br />°Qz <br />X,GU <br />fV <br />LlV°a <br />n��o <br />z <br />z <br />a <br />8J <br />J <br />aj <br />2:z <br />Lj <br />o <br />SQa <br />�ujo <br />o uj z <br />0�0 <br />1,0 <br />z <br />Z <br />UZ <br />_710 <br />m <br />O <br />g <br />= <br />az <br />n- <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. <br />2.0 <br />SHEET NO. <br />D1 <br />