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CROSS BRACING DETAIL (TYP.)- <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITP1-2002 <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. -1 A <br />CB <br />DB- <br />"' a-- 1 vw `w - - —. 1 1 1 wvv .. r_v <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 />PRE-ENG. TRUSS <br />f <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />:32 <br />SEE ROOF <br />PLAN SHE <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <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 />IV49 <br />N TRUSS <br />SSES <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />USP LSTA18 <br />VERTICAL SCAB CENTERED @ <br />2 x 6 #2 SPF 48" Q.C. SPLIT TO TIE <br />W/ (4) 10d TOP & BEAMS TOGETHER <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 />SCALE: 1 /2"=V-0" <br />HIP <br />G.T <br />USP 1-11J4101F BUCKET <br />SEE ROOF PLAN Fi <br />MORE IN <br />(2) 2x8 #2 SYP 1N <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 />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 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(13)-,Od NAILS Ea TO COL. <br />TIE BEAM <br />BEAM a@ 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 />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFO. INDICATED <br />--7/16" OSB FLITCH PLATE .� SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />ON BM. <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SCHEDU E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />CONNECTION INFO. BM. SPLICE OVERCENTER OF POST <br />I SEE PLAN FOR /-6, <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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />—jp AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL s <br />SCALE: 112" = 1'-0" <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/3-16d @ <br />\�� <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />i <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM i <br />AT 8'-0" — WOOD <br />MAX TRUSS �C jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATEDLFUSP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 <br />ADDITIONAL INFO. TRUSS TO LEDGER ZSEESEE FOUNDATION ( FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) <br />T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE <br />BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN <br />INTO END OF EACH FLOOR FOR LOCATION AND <br />TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE <br />SEE 2/D2 FOR BLOCKING <br />EACH SIDEA-A ALTERNATE BLOCKING CORNER 4) NAILS EAOCH S DE)STALL INFO) <br />R� <br />DETAIL @INTERIOR B EAR I N G 3 �5 PLAN FOR MORE INFO —(MASONRY TYPICAL) WALL <br />SCALE: 1/2" _ ,'-o" WOOD TRUSS COMMON B M . ATTACHMENT r18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" <br />SCALE: 1 /2"=V-0" <br />VARIES > ,_, , , ,��1L, , , , 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR W/ USP SPT22 @ <br />ATTACHED PER ADDITIONAL SEE PLAN FOR h BASE & SPT24 @ TOP <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS <br />2x4 #2 SPF BRACING @ 4" O.C. INFO. 2x BLOCKING BETWEEN <br />EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d STUDS TO TRUSS W/ 2) <br />� COMMON TRUSSES. ATTACHED PER <br />TOENAILS TO TOP _�/ SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @BASE SEE 1 ( BETWEEN TRUSSES (2) <br />--STRUCTURAL SHEATHING NAILS TO TRUSS 12d NAILS TO EACH <br />ATTACHED PER NAILING SPF TOP INFORMATION. J/S6 FOR MORE <br />BOTTOM CHORD �' GABLE LOW ROOFNVALL " VERTIVAL STUD <br />PLATE INFO. TRUSS ) <br />SCHEDULE SHEATHING ATTACHED <br />\� - VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ -2x4 BASE PLATE W/ i NAILS @ 16" O.C. ALONG W/ <br />FOR WALL LOCATION 1/2' PLYWOOD USP MTW12 TO BLOCKING <br />ROOF SLOPE USP LSTA30 OR <br />\ MTW12 TO FLOOR (2) 16d NAILS TO > > a BELOW @ 16" O.C. <br />GIRDER BELOW @ 16" r > f <br />WOOD WALL-- EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ 2 y MIN. 2x4 #2 SPF STUDS @ O.C. > <br />SEE PLAN 16d COMMONS) 16" O.C. W/ EXTERIOR TYP TOP &BOTTOM r r > <br />NAILS EACH `` SHEATHING ATTACHED <br />STUD TYP. T&B ti PER NAILING SCHEDULE & - MASONRY WALL BELOW: USP <br />(3) 12d TOENAILS TO a HTA16 @ 4'-0" O.C. TO GABLE FLOORING <br />PLYWOOD <br />TRUSS OR SEE PLAN FOR PLATE BELOW -~ MASONRY WALL <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />__—MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, TRUSS - - —�- —%V\^ X <br />LOW ROOF TRUSS W/ UNDER `� FLOOR G.T. <br />11 <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING <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. a, SEE ROOF PLAN JUS24-2 EACH END <br />,� FOR CONNECTION EXTENSION SEE TRUSS <br />SHEAR TRANSFER INFO. SECTION @ FLOOR CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" �Ajl SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />V v_ <br />Z (h <br />— o <br />Z CO <br />z <br />Q <br />J <br />V) 0 <br />Q) n ( <br />w <br />� p <br />O nf <br />E <br />l/i <br />0 <br />o 0 <br />mCN <br />U <br />W <br />E <br />—8 <br />m M <br />c <br />v M <br />N <br />Oo0 <br />N111411- <br />Um <br />OO <br />Sao <br />Yo <br />Qrn <br />u-) 0 v <br />oai<6 <br />A 1 <br />N (' B 1) C <br />V 7Y cN+rp,'!Ci • J <br />6 <br />lei. L.L <br />CIA <br />V rn <br />CO N <br />LL <br />W';� <br />��(nfFL�. <br />�i <br />4ssl0 <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 />O <br />O <br />Z N <br />O <br />O <br />.4-J <br />►�4 p <br />M <br />aU-)-00� <br />If N r <br />o N <br />Q U_ <br />CL � M <br />� U CL � <br />a <br />E� <br />Z <br />J� W~ <br />d' <br />oz <br />QQz <br />z080 <br />zBffio� <br />Izz <br />�jz <br />T_q <br />d- <br />UCH <br />g z <br />0 <br />0 <br />z z <br />U <br />z <br />� <br />fu <br />M <br />w <br />1 <br />Cn <br />OZS <br />O <br />(n <br />Q- <br />C/) <br />J <br />Q <br />2 <br />o <br />��0 <br />o a <br />J <br />�--- <br />LLI <br />o � 5 <br />w i <br />rj <br />0 <br />0: <br />Wo <br />Z <br />�M-2 <br />Z <br />N <br />N <br />Ln <br />a CY <br />J <br />r-1 <br />LLI <br />w <br />Z <br />$Q¢ <br />fLn <br />V <br />Q <br />Z <br />�Z <br />r-11 <br />Z <br />Z <br />j <br />j; <br />z <br />m <br />^ <br />g <br />= <br />ul <br />t--� <br />V <br />f <br />SCALE: AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION N0. 10 <br />SHEET NO. <br />D1 <br />