Laserfiche WebLink
*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ (2) HTW20 <br />PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) <br />TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD LAYOUT <br />2X4 BLOCKING TYP. CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS4fi OR JUS461F (SEE ROOF PLAN <br />BUCKET TO COLUMN FOR TYPE) <br />BLOCKING A 7/16" O.S.B. FLITCH FRAME OUT TO <br />SECT. A -A PLATE TOP @ TRUSS <br />BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE <br />'\JA (2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 <br />ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE <br />TOP CHORD WHEN REQ'D EXTERIOR SHEATHING <br />(2) USP HTA20's ATTACHED PER NAILING <br />TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE <br />2x SPF #2 <br />SPAN FROM EXCEEDING ACK WALL ALT: (2) USP MSTAM36 AT 16" O.C. <br />MAX 24" SPAN (EITHER TRUSSES rG. <br />IP <br />SIDE OR BOTH IF REQ'D) TSTRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- RADIUS <br />NAIL OVER X-BRACE AS SHOWN- AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS <br />FOR NAILING AT 12" O.C.MAX <br />X-BRACING - 2x4 SPF OR SYP BEAM @RAISED ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP.)r-,-��HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s <br />SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. USP LSTA18 <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB CENTERED @ USP HD4101F BUCKET <br />SEE PLAN L. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/MIN. (4)12d WHEN IT LANDS NEXT TO 2 6 2 x 6 #2 0d TOP & BEAMS TOGETHER MORE INFO SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3} 12d NAILS WHEN BOTTOM <br />TOMHCLO L W/ 8 - 8d <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP WHEN <br />IN PLACE OF (4) - <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & R UI - D X 1 1U EACH SEEfLOOR PLAN FOR <br />Od <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2X4 #2 SYP NAILER. NAIL <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. ROOF AND EXTERIOR <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d SHEATHING ATTACHED <br />O.C. MAXIMUM. 2x4 SPF 2 PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD SEE 2ND FLOOR WALL SECTION <br />NAILS EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M . TO POST ATTACHMENT A FOR ADDITIONAL INFORMATION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g FOR BEAM SIZE &BM. SP <br />LICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS(OPTIONAL) A F—� A CENTER OF POST <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />DIAGONAL--,,2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />MAX TRUSS •}C •iC 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"O.C. MAX. w/ (3) 10d INDICATED USP JU26 OR IF 2 PLY <br />SEE FLOOR PLAN FOR <br />TRUSS USP <br />COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & US26-2 <br />ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND FOR MORE <br />T & B CHORD STEEL OR WOOD INFO. VERIFFYY WITH PLAN <br />BEARING SUPPORT MIDDLE (4) INTO <br />NAILS ATTACH NAILS <br />O END OF EACH FLOOR FOR LOCATION AND <br />.0 TRUSS,.24" O.C. MAX. (AT DIRECTION (IF PARALLE <br />EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) <br />5 PLAN FOR MORE INFO MASPONpRj WALL <br />DETAIL @ INTERIOR BEARING I lyl I3 ,, <br />vil SCALE: 1/2" = V-0" COMMON B M . ATTACHMENT -� g <br />WOOD TRUSS <br />'4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = 1'-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1 /2"= V-0" <br />OIL VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR W/ USP SPT22 @ <br />ATTACHED PER ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 81 NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. 2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER INFO. STUDS TO TRUSS W/ (2) <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 <br />STRUCTURAL SHEATHING () (BETWEEN TRUSSES (2) <br />NAILS TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABLE 12d NAILS TO EACH <br />LOW ROOF/WALL VERTIVAL STUD) <br />SCHEDULE PLATE INFO. TRUSS <br />ATTACHED PER NAILING BOTTOMM CHORD <br />SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d <br />14­1VARIES SEE PLAN PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ <br />VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD USP MTW12 TO BLOCKING <br />ROOF SLOPE USP LSTA30 OR <br />MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. <br />WOOD WALL GIRDER BELOW @ 16" EACH COMMON <br />OR <br />MIN. 2x4 #2 SPF STUDS xx O.C. TRUSS/ FRAMING <br />TRUSS.@ X4 2 CONT. W/ 2 <br />O TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C.EXTERIOR <br />xx <br />NAILS EACH SHEATHING ATTACHED <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD <br />(3) 12d TOENAILS TO aa. HTA16 @ 4' -0" O.C. TO GABLE FLOORING <br />TRUSS OR OIL SEE PLAN FOR _ PLATE BELOW MASONRY WALL a TRUSS BEAM BELOW: USP <br />ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'4" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN ' 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 />lb N MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE o 16" O.C. MAX. Ga . FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END <br />SHEAR TRANSFER INFO. �� SECTION @FLOOR cONECTIONSTOG.T. <br />EXTERIOR. WALL SECTION ENTRY s CONNECTIONK22SECTION AT HIP GABLEr2SECTION @ 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" <br />DETAILS & SECTIONS <br />r <br />M <br />o <br />O <br />_ <br />z� <br />Q <br />z <br />9;j <br />V) (D <br />(1) ( -/) <br />4-J tom, <br />•U — <br />LU <br />O <br />V) <br />E <br />0 <br />r® <br />U <br />o 0 <br />Uj <br />4-- E <br />8 <br />a)M <br />to CM <br />2 ce) <br />N <br />020 <br />ai <br />N a) <br />N <br />UCL <br />-"00 <br />-5 - ro <br />O to <br />Y <br />MENINNIM tm <br />0 O V <br />0) Q Q <br />A' <br />B I <br />D. <br />N. C B D C <br />wo, <br />o N <br />IV <br />CN <br />o <br />_ <br />i <br />y o f <br />CLLU ,L <br />• <br />r <br />VV > <br />Z, <br />�'aZ <br />To the best of the Engi �Illd3 e, 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 />0 <br />Z <br />O a-) r� <br />U7 5 O O <br />��Mo <br />U-) t10 Ln <br />Q 4-1 <br />z <br />0 <br />L U- <br />fl- <br />f— M <br />oC V a `0 <br />� <br />Q <br />S <br />z cp <br />LU :j-c) <br />oz <br />Ln <br />W � <br />zaa <br />a <br />f <br />¢�W <br />zOU0 <br />U <br />Z Lu <br />0 z <br />� <br />R 2 U, <br />U) <br />�O <br />w <br />�W� <br />ch <br />O <br />oz <br />zz <br />ro <br />�Z <br />� <br />Ln� <br />M <br />w <br />S <br />> <br />C) <br />O <br />z <br />�a <br />U <br />(n <br />(a <br />o <br />F <br />J <br />Lu X O <br />02 J J <br />N <br />0 <br />a a <br />z¢�� <br />l 0 <br />' \ <br />(; Q Q Q <br />awW� <br />Q <br />s <br />Z <br />Zff <br />w <br />N <br />L <br />di <br />_¢ <br />J <br />6j <br />~oz <br />oQ¢ <br />M <br />Q <br />Q <br />Z <br />t_ <br />¢z <br />r"I <br />Z <br />a (n Z <br />m <br />� <br />^ <br />g <br />= <br />a° <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MIAMES <br />VERSION NO. 10 <br />SHEET NO. <br />D1 <br />-1 -If :aI Il al'I <br />