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"DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15-0" O.C. MAX <br />BEARING LOCATION, THE <br />SEE ROOF <br />PROVIDE 2X4 MIN, BLOCKING AT <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />PLAN <br />SHEATHING <br />OF HIP/RIDGE, TYP.BETWEEN <br />STRAPS <br />JACK TRUSS AS SHOWN <br />TRUSSES W/ (2) 12D NAILS EACH <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING <br />TYP. <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES <br />TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />A <br />7/16" O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />° <br />SECT. A -A <br />PLATE TOP @ TRUSS <br />FRAME OUT TO <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />A <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />ADD 2X4 ALONGSIDE <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />° <br />° <br />TOP CHORD WHEN REQ'D <br />2 USP HTA20's <br />O <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />TO PREVENT PLYWOOD <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />SPAN FROM EXCEEDING <br />JACK <br />WALL <br />ALT: (2) USP MSTAM36 <br />2x SPF #2 <br />MAX 24" SPAN (EITHER <br />USSES HIP <br />STRAPS CENTERED <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) <br />oo G.T <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN - <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF SYP <br />BEAM aC� RAISED ENTRY <br />w/ 2-16d @EACACH TRUSS TRUSS WEB <br />CROSS BRACING DETAIL (TYP)r—j" <br />HIP/RIDGE BLOCKING DETAIL 2 <br />MASONRY WALL 4 <br />KNEEWALL @ ENTRY FRONT WALL r6 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. <br />USP LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />VERTICAL SCAB <br />w/ MIN. 12d WHEN <br />CENTERED @ <br />USP HD4101F BUCKET <br />SEE PLAN L. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />2 x 6 #2 SPF 48" O.C. <br />IT LANDSS NEXT TO <br />SPLIT TO TIE <br />SEE ROOF PLAN FOR <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS W/ (4) 10d TOP & <br />BEAMS TOGETHER <br />MORE INFO <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) - 10d X 1 1/2" EACH <br />7zf <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />SCHEDULE/PLAN <br />2x4 #2 SYP NAILER. NAIL <br />2. <br />ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />TO STUDS w/3-16d @ <br />RAFTER <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EA. STUD. TOENAIL EA. <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0° <br />OPTION A INDICATEDSCHEDULE/PLAN N BM <br />OPTION B. CONNECTION INFO <br />OPTION C <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />SHEATHING ATTACHED <br />7—PER <br />3. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD <br />NAILING SCHEDULE <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB SCREW EACH TRUSS <br />COMMON B M TO POST ATTACHMENTrA <br />SEE 2ND FLOOR WALL SECTION <br />4. <br />ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />Dg B <br />FOR BEAM SIZE & <br />„_ ,- <br />SCALE: 3/4 0„ <br />5. <br />PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />CENTER OF POST <br />PRE-ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />I <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />TOP OF BEAM <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />A <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP ST18 <br />' <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />• <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. CATER <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN <br />SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY <br />(WOOD COLUMN SHOWN) <br />2X$ #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />. '°. � <br />INTO END OF EACH FLOOR <br />FOR LOCATION AND <br />° <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />A -A ALTERNATE BLOCKING <br />CORNER � <br />EACH SIDE OF G.T. INSTALL <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />SEE <br />FOUNDATION <br />(4) NAILS EACH SIDE) <br />DETAIL INTERIOR BEARING <br />5�, PLAN <br />FOR MORE INFO <br />MASONRY WALL <br />(TYPICAL) <br />3 <br />X X <br />SCALE: 1/2" = 1'-0" <br />COMMON B M ATTACHMENT r18 <br />WOOD TRUSS <br />. <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1 /2"= V-0" <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE VS5 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 />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />4" <br />INFO. <br />. INFO. <br />O.C.BETWEEN <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SPT22 @ BASE SEE <br />( BETWEEN TRUSSES (2) <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />BOTTOM CHORD <br />J/S6 FOR MORE <br />INFO. <br />GABL <br />LOW ROOF/WALL <br />12d NAILS TO EACH <br />VERTIVAL STUD ) <br />SCHEDULE <br />PLATE <br />TRUSS <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. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />O.C. <br />TRUSS/ FRAMING <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />e <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />°•. <br />O.C. GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />�.' <br />B AM4'-0 <br />W: <br />TRUSS BEAM BELOW: USP <br />TRUSS <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLExx <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN aa, <br />TRUSS <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 @ 3" FROM EACH END & <br />DIRECTION <br />CONNECTION <br />as <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" <br />o O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />'"F°� �' <br />SECTION <br />@FLOOR <br />MANUF. sPEC's FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION @ ENTRY $ <br />CONNECTION 22 <br />SECTION AT HIP GABLE 12 <br />SECTION- BUMP <br />OUT <br />39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'4' <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />0!�G <br />z o <br />Q <br />iL <br />U) Z <br />un C <br />Q) cry <br />w <br />'u — <br />0 w <br />0~ <br />0 <br />go <br />�t/1 <br />� F— <br />U <br />m � <br />w <br />H EEp <br />® <br />aM M <br />c t6 Cl) <br />N m N <br />O <br />U <br />amp a) <br />U7 <br />.20 <br />LL. eD <br />0 <br />N <br />Y <br />Lf') OL c1' <br />NIN < -Sao <br />i <br />A <br />B <br />Ise. <br />D• <br />N. C. H.D C <br />•. <br />.0 d..iF(�� <br />NZ�� <br />co <br />za <br />o ® <br />W �j a1 M�Jt N <br />Wa(y_� _ <br />�Q <br />K<­------.F. <br />N <br />FU- ROFZ <br />LL <br />a.:gC,�t+r <br />W Nao J 11110 <br />W°1 <br />U <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 fV <br />0a)N <br />U M O <br />Q„ M <br />� j 'f0 Ln <br />r <br />Q L LL <br />13� U Q <br />W <br />E <br />Z fu <br />J � <br />W <br />J <br />oZ <br />0 <br />tt <br />za <br /><a <br />u,¢�� <br />oo�o <br />ZWWo: <br />F Uzz <br />2 W <br />o= o <br />L <br />Z <br />oZ <br />Zz <br />}o <br />0 <br />Ti <br />M <br />Q) <br />-� <br />cw <br />0V <br />o <br />z <br />a <br />O <br />= <br />' ^ <br />Q <br />QJ <br />ui �L <br />¢P0 <br />o <br />� <br />F'- <br />W <br />- O H <br />�aCca <br />N <br />A <br />Q <br />Z¢o¢ <br />Qqr2 O <br />Q� <br />Z <br />Z <br />� <br />.- a <br />Wag- <br />J <br />w <br />W <br />F E o <br />QzU <br />P`�a <br />Q <br />z <br />to F l- <br />��Z <br />m <br />CO <br />Z <br />Z <br />� <br />g <br />_ <br />z <br />,-• <br />a <br />0 <br />x <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO 10 <br />0 <br />SHEET N0. <br />D1 <br />01 <br />UA <br />,x <br />to <br />