Laserfiche WebLink
*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 16-0" O.C. MAX <br />BEARING LOCATION, THE <br />'E 'lu <br />SEE ROOF <br />PLAN SHEATHING <br />AN SHI <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />4 <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING <br />,—CLIP EACH TRUSS <br />BETWEEN TRUSSES <br />TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />A <br />7/16" O.S.B. FLITCAH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />SECT. A -A <br />PLATE TOP @ TRUSS <br />FRAME OUT TO <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />A <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />----SEE DETAIL 4/131 <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 />TO PREVENT PLYWOOD <br />TYPICAL BLOCK <br />w/(l 0)-1 Od x 1 1/2 EA. TO COL. <br />SCHEDULE <br />SPAN FROM EXCEEDING <br />JACK <br />WALL <br />ALT: (2) USP MSTAM36 <br />2x SPF #2 <br />MAX 24" SPAN (EITHER <br />�RUSSES HIP <br />STRAPS CENTERED <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) <br />G.T <br />w/(l 3)-1 Od NAILS Ea TO COL. <br />TIE BEAM <br />--------BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />JN_ N <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN- <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NA LS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />BEAM @ RAISED <br />ENTRY <br />w/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP)r-j-'� <br />HIP/RIDGE BLOCKING DETAIL <br />MASONRY WALL <br />KNEEWALL @ ENTRY FRONT WALL <br />SCALE: 1/2" = 1'41 <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = l'-O" <br />SCALE: 1/2" l'-O" <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-O" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. <br />USP LSTA18 <br />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 />L.SEE 1, <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 <br />SPLIT TO TIE <br />SEE ROOF PLAN FOR <br />1 FOR CANTI <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />W/ (4) 10d TOP & <br />PRE-ENG. TRUSS <br />BEAMS TOGETHER <br />MORE INFO ------,.— <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W1 8 - 8d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED wl (2) USP HTW20 IN PLACE OF (4) 10d <br />71/_ <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) - 1 Od X 1 1/2" EACH <br />—SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE& BASE <br />OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />LL <br />REQ'D ONLY WHEN <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />/--COLLAR TIE <br />�Z EVERY 3rd <br />FOR COLUMN SIZE <br />&ADDITIONAL INFO. <br />___--7116" <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />OSB FLITCH PLATE — <br />SEE FLOOR PLAN FOR <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER <br />REQ'D ONLY WHEN <br />COLUMN SIZE& BASE <br />O�T <br />EA. STUD. TOENAIL EA. <br />ROOF AND EXTERIOR <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20-4- <br />OPTION <br />INDICATED ON BM. <br />A <br />CONNECTION INFO <br />OPTION B <br />OPTION C. <br />TRUSS TO NAILER w/3-1 Od <br />SHEATHING ATTACHED <br />O.C. MAXIMUM. <br />SPF 2 <br />SCHEDULE/PLAN <br />PER NAILING SCHEDULE <br />----2x4 <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W1 2-16D (2) #7X 3-1/2" WOOD <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB—_ SCREW EACH TRUSS <br />COMMON BM. TO POST ATTACHMENT <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />s'j <br />B <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB--<; B <br />FOR BEAM SIZE & <br />SCALE: 3/4"=V-0" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM, SPLICE OVER <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />F <br />PRE-ENG. TRUSS <br />A A <br />— <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 />TOPOFBEA­M <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />/7 <br />DIRECTION TYP. <br />A=CZ: <br />DIAGONAL---- 2x8 #2 SPF RIDGE BEAM <br />AT 81-0-1 x __�—WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST <br />USP ST1 8 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />x THAN 4FT @ Z-O"O. C. MAX. w/ (3) 1 Od <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 />PLAN AND J/S6 FOR MORE <br />2X8 #2 SYP CONT. LEDGER w/ <br />T & B CHORD STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />FOR LOCATION <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR <br />AND <br />.0 <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />EACH SIDE OF G.T. INSTALL <br />SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING <br />CORNER <br />(4) NAILS EACH SIDE). <br />INFO) <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />511 <br />MASONRY WALL <br />(TYPICAL) <br />----------ZWOOD J <br />SCALE: 1/2" V-0" <br />COMMON BM. ATTACHMENT r18 <br />TRUSS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SCALE: 1/2" V-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD <br />HEEL HEIGHT <br />7_7 <br />SCALE: 1/2"=V-0" <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL 8d <br />NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <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 />----- <br />---- <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />12d TOENAILS EACH END <br />—STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS SPFTOP INFORMATION. <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />(BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE <br />INFO. <br />GABLIi <br />TRUSS <br />LOW ROOFIWALL <br />VERTIVAL STUD) <br />SCHEDULE <br />SHEATHING ATTACHE <br />X Z <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />OILVARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />/—USP <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />LSTA30 OR <br />MTW1 2 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL—\ <br />GIRDER BELOW @ 16- <br />x <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 />------­- — ­­ --- <br />NAILS EACH <br />SHEATHING ATTACHED <br />x <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />>< <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL _. 4 <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN <br />TRUSS <br />1(9) <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />COMMON TRUSS <br />LOW ROOF TRUSS W/---/ <br />2x6 BLOCKING U FLOOR G.T. <br />NDER <br />MASONRY WALL SEE @ 3" FROM EACH END & <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 />INFO. <br />SECTION <br />@ FLOOR <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION @ ENTRY KTN� <br />CONNECTION r2 2 <br />SECTION AT HIP GABLE <br />SECTION @ <br />BUMP OUTr3q <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = l'-O" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-10" <br />DETAILS <br />& SECTION <br />(D !;2 <br />z (0 <br />Lu <br />z <br />U) z <br />La <br />V) (D <br />(1) C-0 <br />4--d u-i <br />0 W <br />L/) 0-1 <br />E <br />0 <br />:D <br />ch co <br />U0 <br />00 <br />ULj <br />C ca n <br />E <br />0 <br />T 72 M <br />0 8 C', <br />0 <br />C) Cn <br />co <br />0 <br />-id <br />W 0.0 <br />Lo 0 'T <br />< 0 <br />0. <br />< C; <br />ARA I <br />N.C.B.D C <br />'j v <br />LO P40� <br />S E <br />LUT' <br />PH' <br />IP -P <br />r q <br />it <br />LU aj <br />< <br />9 <br />04 <br />to <br />0 <br />LLCj <br />S� C <br />E S <br />q I - <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 <br />0 <br />4_j C:) <br />*5 <br />> <br />M Ln <br />:2 <br />w Ln <br />LZ LL <br />re) <br />alg U co <br />z <br />< E <br />z <br />z <br />C:) <br />WUj <br />_j C:) <br />0z <br />OR <br />tj z< <br />g8o, <br />Lu I<X <br />0, <br />zz <br />Uj Z <br />R�uu <br />8 <br />Lu <br />8 tunl <br />Z Z <br />Ln <br />0 <br />P= <br />z <br />0 <br />-0 <br />b <br />-4 <br />(D <br />Lr) <br />L_Lj <br />W <br />0 <br />> <br />z <br />_< <br />Lu <br />U <br />C/) <br />_j <br />> <br />0 R OZ <br />t5xU06 <br />LU <br />Mz <br />uj <br />< <br />0:, <br />Z <br />z <br />LU <br />r%j <br />Ln <br />0.2i <br />_j <br />6i <br />6i <br />91-8 <br />0 z U <br />2 <br />uj <br />TV <br />Z <br />CY < <br />v) (n <br />z <br />M <br />0 <br />z <br />W <br />Ln <br />z <br />LU <br />rn <br />V) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO 10 <br />SHEET NO. <br />D1 <br />