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I 11 <br />"DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />PROOF PROVIDE 2X4 MIN. BLOCKING AT <br />SEE SHEATHING OF HIP/RIDGE, TYP.BETWEEN <br />PLAN <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />JACK TRUSS (AS SHOWN) <br />TRUSSES W/ (2) 12D NAILS EACH <br />STRAPS <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING <br />TYP. <br />71, <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 />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 />TOP CHORD WHEN REQ'D <br />(2) USP HTA20's <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24" SPAN (EITHER HIP <br />USSES <br />WALL --_� <br />ALT: (2) USP MSTAM36 <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) G.T <br />STRAPS CENTERED <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 OR SYP <br />BEAM @ RAISED ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP.)r—,-'�HIP/RIDGE <br />BLOCKING DETAIL 2 <br />MASONRY <br />WALL <br />KNEEWALL ENTRY FRONT WALL <br />4 <br />s <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/TP1-2014 <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 />( ) <br />VERTICAL SCAB <br />w/ MIN. (4) 12d WHEN <br />CENTERED @ USP HD4101F BUCKET <br />SEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />2 x 6 #2 SPF 48" O.C. <br />IT LANDS NEXT TO 10d TOP & <br />SPLIT TO TIE SEE ROOF PAN FOR <br />BEAMS TOGETHER MORE INFO <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS B T <br />2x8 . NAILED @ EACH BOTTOM USP RT7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />SIDE w! (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />w/ (3) /L <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />W/ (14) - 10d X 1 1/2" EACH <br />F <br />SEE FLOOR PAN FOR <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 />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />SEE FLOOR PAN CONNECTION INFO <br />FOR COLUMN SIZE <br />INDIC 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. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/16" OSB FLITCH PATE - <br />SEE FLOOR PAN FORJ <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 20'-0" <br />REQ'D ONLY WHEN <br />OPTION A <br />COLUMN SIZE & BASE <br />OPTION B CONNECTION INFO OPTION C <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d \ <br />ROOF AND EXTERIOR <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />SCDHEDULE/P ANM <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 />CB SCREW EACH TRUSS <br />COMMON B M TO POST ATTACHMENT <br />/q <br />— SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 481, O.C. <br />. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B <br />FOR BEAM SIZE & _ <br />„_ <br />SCALE: 3/4 -0„ <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A Ar_j <br />.. <br />2X4 BLOCKING <br />I I <br />SEE PAN FOR <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />BEAM NV <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 />, <br />AT 8'-0" WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PAN FOR TYP. U.N.O. <br />• <br />THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PAN FOR <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. AT-/ CONC. MASONRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND FOR MORE <br />T & B CHORD STEEL OR WOOD <br />BEARING <br />MIDDLE <br />(4) NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />SUPPORT <br />INTO <br />O <br />O 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 />CORNER <br />EACH SIDE OF G.T. INSTALL <br />NAILS EACH SIDE) <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />SEE <br />FOUNDATION <br />(4) <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />MASpONAR j WALL <br />(TY11 <br />3 <br />i5" <br />J <br />SCALE: 1/2" = V-0" <br />COMMON BM. ATTACHMENT 1 g <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF rg <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2"= V-0" 77 <br />SCALE: 1 /2"= V-0" <br />OL VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />SEE 1/S5 FOR <br />ADDITIONAL <br />SEE PLAN FOR <br />ti 2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />BASE & SPT24 @ TOP <br />8d NAILS AT VALLEY TRUSS <br />, <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d mil- COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />OUTLOOKER <br />INFO. <br />4" O.C. INFO. <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />STRUCTURAL SHEATHING <br />TOENAILS TO TOP SEE TRUSS PLAN <br />PLATE & (2) 12d END �, MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />2x4 STUDS W/ USP NAILING SCHEDULE <br />SPT22 @ BASE SEE <br />V <br />J/S6 FOR MORE <br />_ <br />12d TOENAILS EACH END <br />N (BETWEEN TRUSSES (2) <br />NAILS EACH <br />ATTACHED PER NAILING <br />GABL <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />INFO. <br />TRUSS <br />SOH ATO <br />SHEATHING ATTACHED <br />VE12d STUD) <br />VERTIVAL STUD) <br />2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />2x4 BASE PLATE W/ <br />PER NAILING SCHEDULE <br />NAILS 16" O.C. ALONG W/ <br />VARIES W/ <br />ROOF SLOPE <br />FOR WALL LOCATION <br />USP LSTA30 OR <br />1/2 PLYWOOD <br />- <br />-"r USP MTW12 TO BLOCKING <br />- <br />MTW12 TO FLOOR <br />.... , GIRDER BELOW <br />(2) 16d NAILS TO <br />EACH COMMON <br />r <br />-f BELOW @ 16" O.C. <br />WOOD WALL <br />MIN. 2x4 #2 SPF STUDS @ <br />@ 16" <br />O.C. <br />TRUSS/ FRAMING <br />r <br />x. l <br />OR TRUSS. 2X4 CONT. W/ (2) <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />1 16" O.C. W/ EXTERIOR <br />� SHEATHING ATTACHED <br />i <br />TYP TOP &BOTTOM <br />r <br />f <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />MASONRY WALL BELOW: USP <br />°• HTA16 4'-0" O.C. TO GABLE <br />i PLYWOOD <br />T R TRUSS O <br />ROOF SYSTEM <br />FOR " PLATE BELOW <br />SEE PLAN O <br />TOP OF WALL _ <br />- - - <br />MASONRY WALL <br />OR BEAM <br />SEE TRUSS PLAN <br />@ <br />TRUSS BEAM U BELOW: USP <br />HTW20 @ 4'-0" O.C. TO GABLE <br />a•. TRUSS <br />_- - <br />- <br />FLOORING <br />_ <br />-- - X <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />•° " �� <br />W/ 1/2 X8 EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <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 CONNECTION <br />a SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />� <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />SECTION @FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION @ ENTRY K8N <br />CONNECTION 22 <br />SECTION AT <br />HIP GABLE 12 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />V � <br />z�z <br />Q <br />z <br />U)(3 <br />n CD <br />w <br />A <br />_ o <br />•U — <br />OLU <br />3 <br />Eo <br />v <br />p <br />U <br />m t` <br />04 <br />�'0 <br />m M <br />N <br />L U C, <br />O 04 <br />0 o <br />= <br />ca <br />C � <br />Q cm <br />o <br />� �a <br />Q O <br />B D. <br />"� <br />I <br />U) <br />N N <br />la <br />1,512 <br />LL <br />F 1.. <br />r4 <br />To the best of the Engirf<kn n, <br />belief, the structural plan O ecificatlbnis tcontal(v&'1 <br />within hese drawings complii {/��q�l'��' <br />rA <br />BuildingCode - Residential 61h Editio er s <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z <br />0� <br />f>-1U)iinO <br />M <br />a to '0 <br />zF- <br />a <br />a .-. <br />V C o <br />Q <br />z� <br />� � <br />WJ <br />Z <br />C:) <br />W� <br />za <br />u,<.-, <br />08o <br />LU � <br />�z <br />z <br />J <br />c/) <br />o <br />oZ <br />z <br />=Z <br />O <br />� <br />0 <br />z <br />rya <br />U� <br />W <br />z <br />> <br />N <br />0 <br />W <br />o <br />O <br />W <br />U� <br />[V <br />goo` <br />w0� <br />Z <br />Z <br />N <br />w <br />3 <br />a <br />�¢�� <br />� <br />ciciff <br />G <br />� <br />Q <br />� Z <br />y I— <br />M <br />Ln <br />Q <br />Z <br />Z <br />L <br />m <br />o <br />06 <br />Z <br />a- <br />W <br />T--q <br />U0 <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO. 2mO <br />SHEET NO. <br />D1 <br />