Laserfiche WebLink
L <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONY. 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/ MIN. (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—r <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 />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. —� 1 A <br />-- -/— WOOD TRUSS -j <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />CB <br />C <br />1 <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'4" 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) - 10d X 1 1/2" EACH <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d 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 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING 3 <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFI <br />SCALE: 1/2"=V-0" <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN F( <br />MORE INI <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ Tf <br />BRG. <br />TYPIC <br />WALL <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)-10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(10)-10d x 1 112 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />SEE PLAN <br />FOR CANT. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT I/ �A <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />USP ST18 <br />TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />A A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER - SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"= V-0" <br />SCALE: 3/4"=V-0" <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL 6 <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 />USP JU26 OR IF 2 PLY -� <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER w/ <br />(4) 16d NAILS ATTACH NAILS <br />INTO END OF EACH FLOOR <br />TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL <br />(4) NAILS EACH SIDE) <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 <br />PLAN AND J/S6 FOR MORE <br />INFO. VERIFY WITH PLAN <br />FOR LOCATION AND <br />DIRECTION (IF PARALLE <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF g <br />SCALE: 1/2" = V-0" <br />VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR N USP @ <br />ATTACHED PER ADDITIONAL BASE & SPT24 @ TOP <br />2X4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4" NAILS AT VALLEY TRUSS <br />4" O.C. INFO. N 2x BLOCKING BETWEEN <br />INFO. S STUDS TO TRUSS W/ <br />COMMON TRUSSES. ATTACHED PER 12d TOENAILS EACH END <br />16" O.C. W/ (4) 12d �,/J " (2) <br />TOENAILS TO TOP —c SEE TRUSS PLAN 2X4 STUDS W/ USP rNAILING SCHEDULE <br />( MIN. 2 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING PLATE & 2) 12d END () p <br />ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE �] <br />12d NAILS TO EACH <br />GABLE LOW ROOFNVALL b VERTICAL STUD) <br />SCHEDULE BOTTOM CHORD SHEATHING ATTACHED <br />PLATE INFO. TRUSS <br />- -- — <br />W/ - VARIES SEE PLAN PER NAILING SCHEDULE NAIILSSE 16" O.C. ALONG W/ <br />VARIES , 2x4 BASE PLATE W/ 1/2" PLYWOOD @ <br />ROOF SLOPE FOR WALL LOCATION <br />USP LSTA30 OR USP MTW12 TO BLOCKING <br />MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. <br />WOOD WALL GIRDER BELOW @ 16" EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS O.C. TYP TOP & BOTTOM / <br />SEE PLAN 16d COMMONS ` 16" O.C. W/ EXTERIOR @ - - - z- <br />NAILS EACH SHEATHING ATTACHED <br />STUD TYP. T&B PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />(3) 12d TOENAILS TO - - - - = - a HTA16 @ 4'-0" O.C. TO GABLE PLYWOOD <br />PLATE BELOW - - MASONRY WALL TRUSS BEAM BELOW: USP FLOORING <br />TRUSS OR SEE PLAN FOR <br />OR BEAM <br />TOP OF WALL � ; HTW20 4 -0 O.C. TO GABLE <br />ROOF SYSTEM @ -- <br />p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN 4. TRUSS -- - - --— <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. �� FOR COROONNECTION PLAN EXTENSION SEE TRUSS JUS24-2 EACH END <br />SEE INFO. � SECTION @FLOOR MANUF. SPEC'S FOR <br />SHEAR TRANSFER <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r22*'�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" ��j <br />DETAILS & SECTIONS <br />Z o <br />— o <br />Z� <br />Q <br />J <br />CL <br />N <br />w <br />0 <br />U — <br />w <br />O <br />~ <br />Ln � <br />i�Cn = <br />0 <br />o 0 <br />U <br />w <br />E <br />F . — 8 <br />m M <br />MN <br />C M co <br />m a N <br />O 00 <br />= <br />i LL. CD <br />Ya <br />$ <br />v <br />Qrn <br />to 8 <br />Lo 0 v <br />rnQo <br />A, <br />N C d D C <br />rrrr <br />iii <br />B <br />D <br />t�0 <br />�Zffi a <br />J <br />-Ir <br />i& <br />W� h� <br />N <br />W "`W <br />Z �a F <br />-4C). <br />,. <br />n < <br />Z OF E s`\ <br />,{o <br />LL W a N Q �, . /�lllttlt <br />�t'I <br />O <br />U O <br />❑ ❑ <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 seal. <br />O <br />O <br />z N <br />O�t� <br />> (n M O <br />M <br />Q -1 'p <br />a cn•-11' <br />Q Ln <br />� LL <br />0- <br />zI— . M <br />� U CL 00 <br />Q <br />z <br />WZ 3: J � <br />� <br />W O <br />Z a <br />wa-W0 <br />VZOp <br />Z W W M <br />z z <br />T <br />LWoU) <br />gaW8 <br />M�jo <br />L <br />'^ <br />Z <br />Z Z <br />O <br />CU <br />T <br />O <br />a V <br />oC <br />z <br />C <br />U <br />LU <br />U1 <br />-p <br />1 <br />W <br />06 <br />Z <br />UCD <br />= <br />a' <br />Q <br />o� <br />< Yy�Yy IU=Q <br />X <br />a M, <br />O <br />g�aa <br />c�aa3 <br />Q <br />g 2 <br />296 <br />z <br />J <br />Ln <br />LIJ <br />r W <br />�--I <br />M <br />Q <br />Z <br />LW <br />In <br />Z <br />m <br />g <br />x <br />o <br />SCALE: AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 2nO <br />SHEET NO. <br />D1 <br />