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C ROSS B RAC I N G D ETAI L (TYP.) <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/ 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 <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 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />-----Z—WOOD TRUSS —J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1/2"=V-0" <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />2X4 CONT. W/ (2) <br />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" = 1'4' <br />CB <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 />"EACH <br />W/ (14) - 10d X 1 1/2 <br />TB <br />i / 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 />TRUSS <br />SEE ROOF <br />illu <br />SHEATHING <br />PLAN <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING C <br />MAX 24" SPAN (EITHER IP <br />T/RUSSES H <br />G <br />SIDE OR BOTH IF REQ'D) 100 X C-.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" C.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 @ 2-4-0. C. MAX. w/ (3) 1 Od <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 />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 />SCALE: 1/2" V-0" <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 />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r22 <br />SCALE: 3/4" = V-0" <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ TF <br />BRG. <br />TYPIC <br />WALL <br />SCALE: 1/2"=V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />f—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 />E <br />KNEEWALL NTRY FRONT WALL <br />SCALE: 1/2" 1'-0" <br />8d NAILS @ 6" O.C. TO <br />BLOCKING BELOW <br />2x4 BLOCKING @ 48" <br />__ 2 ROWS OF 8d <br />/ <br />O.C. W/ (2) 16d <br />@ 6" O.C. FLOOR SHEATHING <br />TOENAILS EACH END <br />FLOOR TRUSS _4B <br />—FLOCIR TRUSS W/ <br />USP H2.5A TO <br />BRG/S.W. BELOW <br />PLYWOOD SHEATHING <br />FROM BASE PLATE TO <br />TOP OF FLOOR TRUSS <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 SPF STUDS <br />SEE C/S3 FOR <br />@ 16" O.C. WALL <br />ADD'L INFO. <br />SET BACK 2" PER <br />DETAIL C/S3 <br />17-777 <br />1+ <br />-)V--SEE PLAN FOR DIM. <br />EE FND. PLAN <br />S <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />6 <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" 1'-0" <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 <br />& ADDITIONAL INFO. <br />USP LSTA30 <br />w/1 1 -1 Od TO BEAM <br />(2) 2x8 #2 SYP BEAM <br />SEE FLOOR PLAN <br />SEE FLOOR PLAN FOR <br />7/16" OSB FLITCH PLATE <br />& TO COLUMN <br />W/ 7/16" O.S.B. <br />FOR COLUMN SIZE <br />COLUMN SIZE& BASE <br />REQ'D ONLY WHEN <br />0 <br />0 <br />0 FLITCH PLATE <br />& ADDITIONAL INFO. <br />OPTIO)N <br />N <br />A <br />A <br />CONNECTION INFO <br />OPTION <br />B <br />INDICATED ON BEAM <br />7/16" OSB FLITCH PLATE <br />SCHEDULE/PLAN <br />R EQ'D ONLY WHEN <br />INDICATED ON BEAM <br />SCHEDULE/PLAN <br />COMMON <br />BM. <br />TO POST ATTACHMENT <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />FOR BEAM SIZE & <br />BM. SPLICE OVER <br />MSTAM36 W/ (13) - 10d NAILS <br />& (5) 1/4" X 2 1/4" TITEN <br />CONNECTION INFO. <br />F__� <br />CENTER OF POST <br />A <br />A <br />SCREWS EACH SIDE OF <br />SEE PLAN FOR r6 <br />EXTERIOR CORNER <br />F1 <br />BUILT-UP COLUMN MIN. <br />—2-2x4 <br />TOP OF BEAM <br />UNDER EA. END OF <br />BEAM. M IN. (2)-1 Od @ 8" <br />O.C. EACH PLY <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />0. <br />0 <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />51 <br />COMMON 13M. ATTACHMENT <br />SCALE: 3/4"=V-10" <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 W1 (2)-1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(1 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" = l'-O" <br />2x4 #2 SYP NAILER. NAIL — <br />TO STUDS w13-16d @ <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 <br />Z SEE FLOOR FRAMING PLAN AND <br />TRUSS TO LEDGER <br />2x8 #2 SYP CANT. LEDGER W/ J/S6 FOR MORE INFO. VERIFY <br />WITH PLAN FOR LOCATION AND <br />(4) 16d NAILS @ EACH FLOOR <br />DIRECTION (IF PARALLE SEE 2/D2 <br />TRUSS. MAX 24" O.C. (AT HIP OR BLOCKING INFO) <br />JACK LOCATION INSTALL (5) <br />NAILS EACH SIDE) MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = l'-O" <br />T. PLATE <br />ASE FILLED <br />4CRETE 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 />2STUD <br />ACK <br />SP SPT4 <br />I/ (6)-1 Od <br />1 1/2" <br />SCALE: 3/4" = V-0" <br />1 Od NAILS @ 6" 0. C. <br />16d TOE -NAILS <br />@ 4" 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.0 <br />2X4 SPF #2 STUDS <br />@ 16" O.C. U.N.O. <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 />Hai <br />ffiql� <br />(D <br />�7 Cl) <br />0 <br />— 0 <br />:;7 W <br />z <br />< <br />L/) (D <br />4--J LU <br />U <br />U_j <br />V) <br />l­ 2 <br />E <br />0 <br />2 cn <br />00 <br />Fn F_ <br />LU <br />E <br />0 <br />0)", <br />M C', <br />r— CN <br />a <br />0 C, <br />z 00 <br />-00 <br />CD <br />_k <br />do <br />5 CL 8 <br />LO 0 -.t <br />< <br />Al <br />RD <br />N C B D C <br />ow. <br />Q0 M <br />" U') <br />C, <br />12 <br />. <br />z ....... <br />4!'t" <br />" � <br />CD. %:\-,E "t <br />LU >N' <br />uj <br />L-&, <br />", v <br />;z <br />LLLLJ�4 <br />CD <br />c->. <br />...... <br />To the best of the Engjneer,i�lqlloyvlosr, ir� ­;'�i <br />belief, the structural plans and specifilati 5 albabined <br />within these drawings comply with the FlZricia Building <br />Code Sth Edition (2014) Residential. 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