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*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />'E "lu <br />SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />AN SHI <br />PLAN TRUSSES W/ (2) 12D NAILS EACH <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />FLAYOUT <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />,—CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS <br />(2) 2x8 #2 SYP W/ <br />(SEE ROOF PLAN <br />BLOCKING <br />A <br />7/16" O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <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)-1 Od <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 />TOP CHORD WHEN REQ'D <br />, <br />1,,� (2) USP HTA20's <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING ACK <br />TYPICAL BLOCK <br />w/(l 0)- 1 Old x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24" SPAN (EITHER �RUSSES lip <br />WALL <br />ALT: (2) USP MSTAM36 <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) oo G.T <br />STRAPS CENTERED <br />w/(l 3)-1 Od NAILS Ea TO COL. <br />CONTINUOUS LATERAL BRACING- <br />TIE BEAM <br />___�—BUILDER FRAME <br />NAIL OVER X-BRACE AS SHOWN- <br />4 <br />—IV <br />RADIUS <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 OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <br />BEAM @ RAISED ENTRY <br />CROSS BRACING DETAIL JYP.)K'�,� <br />HIP/RIDGE BLOCKING DETAIL <br />MASONRY WALL r4 <br />KNEEWALL @ ENTRY FRONT WALL <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" V-0' <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONV. 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. (4) 12d WHEN <br />CENTERED @ USP HD4101F BUCKET <br />kSEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. <br />W/ (4) 1 Od TOP & <br />SPLIT TO TIE SEE ROOF PLAN FOR <br />BEAMS TOGETHER MORE I NFO <br />FOR CANT.1 <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />PRE-ENG. TRUSS 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) - 1 Od X 1 1/2" EACH <br />—SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE& BASE <br />SEE FLOOR PLAN CONNECTION INFO <br />OSB FLITCH PLATE <br />REQ'D ONLY WHEN <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 />A;/ � <br />. \� --I /-- COLLAR TIE <br />FOR COLUMN SIZE <br />& ADDITIONAL INFO. ____---7/16" <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />RAFTER <br />OSI3 FLITCH PLATE <br />SEE FLOOR PLAN FO R <br />SCHEDULE/PLAN <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0" <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />OPTION A <br />COLUMN SIZE& BA <br />CONNECTION INFO SEJ <br />OPTION B <br />OPTION C. <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-1 Od <br />ROOF AND EXTERIOR <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />SCHEDULE/PLAN <br />SHEATHING ATTACHED <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD <br />PER NAILING SCHEDULE <br />NAILS AT EACH TRUSS INTERSECTION. <br />SCREW EACH TRUSS <br />COMMON BM. TO POST ATTACHMENT �'�A <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />14 FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />B <br />SEE ROOF PLAN <br />SCALE: 3/4"=V-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B—X <br />FOR BEAM SIZE & <br />BM. SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />1 7 -- BEVEL CUTS <br />CONNECTION INFO. <br />F <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE -ENG.TRUSS (OPTIONAL) <br />A A <br />2X4 BLOCKING <br />SEE PLAN FOR Ah <br />--- -- -------- <br />2X4 DIAGONAL AT F-O" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TO P <br />TOP OF <br />8 E�_A_M �V <br />MAX & EACH END ALTERNATE <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 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST1 8 \--SEE <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />PLAN FOR TYP. U.N.O. <br />THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />SEE FLOOR FRAMING <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />2X4 CONT. AT—/ CONC.MASO'NRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER W/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR <br />FOR LOCATION AND <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />A -A ALTERNATE BLOCKING <br />EACH SIDE OF G.T. INSTALL <br />NAILS EACH SIDE) <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />CORNER SEE <br />FOUNDATION <br />(4) <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />MASONRY WALL <br />(TYPICAL) <br />---------ZWOOD <br />SCALE: 1/2" V-0" <br />COMMON BM. ATTACHMENT <br />TRUSS -J <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2" V-0" <br />SCALE: 1/2"=V-0" <br />VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />SEE 1/S5 FOR SEE PLAN FOR <br />ADDITIONAL VALLEY TRUSS <br />2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />BASE & SPT24 @ TOP <br />8d <br />NAILS AT <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />OUTLOOKER 4" <br />INFO. <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP <br />7 <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END ----------- —MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS INFORMATION. <br />SPFTOP <br />2x4 STUDS W/ USP NAILING SCHEDULE <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />GABLE <br />(BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />CHORD <br />LOW ROOF/WAL <br />VERTIVAL STUD) <br />BOTTOM PLATE <br />INFO. <br />TRUSS <br />SCHEDULE <br />1 <br />4VARIES SEE PLAN <br />-7 <br />SHEATHING ATTACHE 2x BASE PLATE W/ (2) 12d <br />PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ <br />gb VARIES W/ <br />FOR WALL LOCATION <br />2X4 BASE PLATE W/ <br />1/2" PLYWOOD <br />USP MTW12 TO BLOCKING <br />`-F ROOF SLOPE <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL—\ <br />OR TRUSS. �-2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />--y A 16" O.C. W/ EXTERIOR <br />GIRDER BELOW @ 16" <br />O.C. <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS <br />SHEATHING ATTACHED <br />NAILS EACH <br />T 7PLYWOOD <br />STUD TYP. T&B <br />TRUSS OR <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR PLATE BELOW <br />z <br />MASONRY WALL <br />A <br />--MASONRY WALL BELOW: USP <br />HTAII 6 @ 4'-0" O.C. TO GABLE <br />TRUSS BEAM BELOW: USP <br />FLOORING <br />ROOF SYSTEM <br />TOP OF WALL <br />. ..: MIN. 2X4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />OR BEAM <br />SEE TRUSS PLAN <br />HTW20 @ 4'-0" O.C. TO GABLE <br />TRUSS <br />—W/— <br />4 <br />tb <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />A <br />COMMON TRUSS <br />SEE ROOF PLAN <br />LOW ROOF TRU& :5) <br />RAISED BOTTOM CHORD <br />2x6 BLOCKING UNDER FLOOR G.T. <br />2nd FLOOR WALL W/ USP SEE PLAN <br />v <br />PLAN FOR MORE 16" O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />SECTION @ FLOOR <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION @ ENTRY (8 <br />CONNECTION r22NN� <br />SECTION AT HIP GABLE <br />SECTION @ BUMP OUT(39"� <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"= 11-01. <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIO <br />'Ps <br />0 <br />zM <br />13 <br />z <br />z <br />Z <br />4--J uj <br />0 LU <br />l­ E <br />V) <br />Ln <br />0 <br />2 cn <br />LU <br />E <br />8 <br />C14 <br />Cn C', <br />0 co c) <br />12 :S cco, <br />v 0 0 <br />0 <br />i-S U. CD <br />M,6�� <br />0 -, r- <br />CO CL 0 <br />< 0 <br />uj ov <br />8 D. <br />Cj <br />c" CO <br />U'� N <br />z ON <br />S� <br />lb <br />U, <br />.0V <br />0� <br />0. U <br />21 <br />94, <br />.cm <br />L <br />? <br />....... <br />-inf bN <br />To the best of th i7s VnMdj�, and <br />prbelief, the t.ied <br />;'Morlda <br />within these drawings comply 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 />0 <br />Z C"4 <br />0 (1) r�, <br />�-4 4.j C:) <br />Lf) * 5 1.0 <br />0 <br />> <br />0-4 V) ry) <br />0 <br />U-) M Lr) <br />a) _0 U-) <br />C LL <br />zF- CL <br />�-- M <br />04 U v-4 <br />0_ <br />< 00 <br />z § E <br />z <br />LU c) <br />C) <br />W %0 <br />uj <br />z <br />Z.- <br />z 1L a. <br />uj < <br />,j z ow <br />Q <br />-z � <br />�zj z <br />W <br />Y <br />M!i <br />C/) <br />:7— <br />F- � <br />z <br />L0 <br />0 <br />Z <br />0 <br />-0 <br />ra <br />Ln <br />U) <br />0 <br />> <br />06 <br />Cn <br />< <br />U8 <br />tg§ <br />F— <br />LLj <br />< <br />< <br />Z <br />('*4 <br />z <br />Uj <br />r-4 <br />Ln <br />Cyu_� <br />66 <br />< <br />< <br />z <br />r-4 <br />z <br />Z <br />t_U <br />co <br />0 <br />r� <br />:5 <br />LU <br />rn <br />. V-4 <br />'0. <br />1 V) <br />I, <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION No' 10 <br />SHEET NO. <br />D1 <br />