Laserfiche WebLink
i <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />CONYBE . <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. <br />`---LWOOD TRUSS - <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1/2"=V-0" <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 />W/ (14) -10d X 1 1/2" EACH <br />TB <br />7 PRE-ENG. TRUSS <br />I <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />ROOF <br />PLEAEN SHEATHING <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 />�7A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDINGJACK <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"O.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" = l'-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 SIZI <br />& ADDITIONAL INFI <br />SCALE: 1/2"=V-0" <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN FI <br />MORE IN <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ TI <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 />_J <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" = 1'-0" <br />L.SEE PLAN I. <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 INDICATED ON <br />SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <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 F_� A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />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 />jp <br />BM. SPLICE OVER <br />CL /, CENTER OF POST <br />MIDDLE <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 <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 />SCALE: 1/2" = 1'-0" <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 <br />SCALE: 1/2" = V-0" <br />r, <br />VARIES <br />2x STUDS @ 16" O.C. <br />IT <br />X ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />2X4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. <br />4" O.C. <br />INFO. <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2X4 STUDS W/ USP <br />NAILING SCHEDULE <br />12d TOENAILS EACH END <br />PLATE & (2)12d END <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SPT22 @ BASE SEE <br />BETWEEN TRUSSES 2 <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS <br />SPF TOP <br />INFORMATION. <br />J/S6 FOR MORE <br />GABL <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />PLATE <br />INFO. <br />TRUSS <br />LOW ROOFNVALL <br />VERTICAL STUD) <br />SCHEDULE <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />USP LSTA30 OR <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 />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2X4 #2 SPF STUDS @ <br />O.C. <br />TYP TOP BOTRUSSI IOM34 <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />a <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 <br />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 />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN <br />a, <br />TRUSS <br />k <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />a <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION <br />CONNECTION <br />SEE ROOF <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />OR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR <br />TRANSFER <br />INFO. <br />SECTION <br />@FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION <br />ENTRY <br />s <br />CONNECTION 22 <br />SECTION <br />AT HIP <br />GABLE 12 <br />SECTION BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'4' <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />U <br />z o <br />z° <br />z� <br />Q <br />0- <br />z <br />cnn/�,, U <br />W cn <br />-I--J w <br />(6 0 <br />�U <br />— <br />O LU <br />E <br />(A(D-Of <br />(0 <br />N <br />omo <br />U <br />m� <br />a)M <br />LUc'm� <br />F_ 8 <br />O o N <br />= N <br />U-00 <br />tIC 00 <br />ca <br />a) <br />Y <br />`�CL0 <br />V7 O d' <br />Q CD <br />Q O <br />Al <br />BD. <br />N'C�B -DC <br />vx111T11 <br />� �o%%,1111111 <br />QW <br />N <br />v <br />•�. <br />(As <br />a o <br />U_ <br />COO <br />ujJ C lL <br />> { <br />c �w <br />LL <br />A <br />Z: <br />Y,R <br />y <br />A C Qd'_t <br />rriJyi O <br />��dJ�•91t I Ilo\ <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 />0 <br />Z <br />O�I� <br />�>-+HMO <br />Q �Ln <br />_ <br />O' L n <br />Q LL Ln <br />CL .-s <br />ce U Q. 00 <br />z ... <br />ry <br />W O <br />W J� <br />'d- <br />0,z <br />�5i <br />W0 <br />z a <br />z <br />U <br />zUZt <br />�:,zz <br />J <br />Lu <br />Lu N <br />zoho <br />zz <br />Ln <br />O <br />Qo <br />xZ <br />I— <br />ro <br />Ln <br />W <br />U) <br />S <br />O <br />O <br />J z <br />V <br />(n <br />J <br />u, W <br />o <br />¢ F? O <br />O , <br />���� <br />N <br />I\ <br />0 <br />Z¢oa <br />J <br />Lu <br />z <br />Z <br />N <br />Ln <br />a b <br />tll <br />J <br />r-I <br />LU <br />=Q� <br />o z 8O <br />� <br />Q <br />Q <br />Z <br />Lu 8 <br />< z <br />00 <br />N <br />z <br />z <br />aU) <br />Z0 <br />O <br />S <br />= <br />¢z <br />uj <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />D1 <br />