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0.131" X 2.25m <br />0 6' O.C. <br />0.131' X 2.25' 0 6' O.C. U.N.O. <br />0.131' X 2.25' 0 6' O.C. <br />SEE DETAIL 2/S9.1 FOR TOP <br />SEE DETAILS 1&4 59.0 <br />U.N.O. PER <br />PLAN <br />PER PLAN <br />SECURE INTO CORNER OF BLKG <br />U.N.O. PER PLAN <br />CHORD TO WALL CONNECTION <br />FOR FLOOR FRAMING <br />2X6 LEDGER <br />W/ (3) 0.1310 x <br />0.131m X <br />2.25* 0 6" <br />0.131" X 2.W <br />0 6 2X BLOCKING BETWEEN <br />COMPONENTS <br />3* TO EA. STUD <br />O.C. TO <br />BLOCKING <br />O.C. TO BLOCKING <br />TRUSSES W/ (2) TOENAIL EA. <br />• <br />BEYOND <br />2X BLOCKING BETWEEN <br />TRUSSES W/ (2) TOENAIL EA. <br />BEYOND <br />SIDE <br />MONO -TRUSSES PER PLAN <br />AW <br />SIDE MONO -TRUSSES PER PLAN <br />MONO -TRUSSES PER PLAN <br />TRUSS BLOCKING PANEL <br />SEE DETAIL 2/89.1 FOR TOP <br />PLATE NAIL PER <br />PLATE NAIL <br />PER FLOOR DIAPHRAGM NAILING <br />PLATE NAIL PER <br />PLATE NAIL PER <br />rl 7 <br />59.1 <br />CHORD TO WALL CONNECTION <br />SHEARWALL SHEDULE <br />SHEARWALL <br />SHEDULE PER STRUCT. NOTES <br />SHEARWALL SHEDULE <br />SHEARWALL SHEDULE <br />TRUSSES SECTION 06160 <br />BEARING <br />JACK TRUSSES AT 24 <br />Ls <br />><I <br />-A...d. <br />_-A H2.5 <br />PLATE <br />PLATE <br />PLATE <br />PLATE <br />COMMON TRUSSES <br />FRAMING <br />PER PLAN Sim. <br />V <br />V <br />PER PLAN <br />FRAMING PER <br />PLAN <br />FRAMING PER PLAN <br />P.E.N. <br />P.E.N. <br />PER PLAN <br />BLOCKING AS REQD. FOR <br />PER PLAN <br />I P.E.N. <br />SEE 4/59.0 AT SIM. <br />cLG. FINISH <br />FRAMING PER PLAN <br />TRUSS HANGER <br />PER PLAN <br />TRUSS HANGER <br />v <br />d - IVA- <br />CONDITION <br />SCALE:- 31e <br />v <br />= I $-On <br />SCALE: 1' = 11-V <br />01 ROOF LEDGER <br />TO WALL <br />LOW ROOF AT FLOOR <br />LOW ROOF AT ENTRY <br />LOW ROOF DETAIL <br />LOW ROOF DETAIL <br />2x8 FLAT VALLEY ATTACH <br />OVERFRAMING <br />ROOF SHEATHING/DIAPHRAGM SEE 16/89.1 <br />RE: 10/59.1 FOR FRAMING ANGLE <br />TRUSS BLOCKING PANEL - <br />TO TRUSSES W/(3) 10d <br />PER 7/S9.1 <br />8d 0 6"OC <br />ATTACHMENT BETWEEN (2) 2X BRACES <br />SEE 17/89.1 <br />TOP CHORD <br />BEARING <br />PRE -FABRICATED ROOF <br />GT <br />0 SHEARWALLS TYP. <br />0.131* X 2.25" 0 6' O.C. <br />TRUSS 0 2eOC (TYP.)U.N.O. <br />PER PLAN <br />� ,>� <br />2X VENTED BLKG. <br />2x8 RIDGE BEAM <br />2X BLKG. W/ <br />(ATTACH TO 2x8 <br />VALLEY MEMBERS <br />COMMON TRUSSES <br />0.131' X 3' 0 6m.O.C. <br />i000, 1-1 <br />--*, 000, <br />W/(4) 8d TN) <br />PERPLAN <br />Li <br />PER PLAN(250 PLF <br />U.N.O.) <br />0.1131"DIA. X NAILS <br />-2X FLAT W/ 0.131"DIA. <br />MONO TRUSS PER -AN <br />0 4*OC <br />X 3' NAILS 0 4"OCU.N.O. <br />U.N.O. TRUSS TO BLO(K <br />PER PLAN <br />rRUSS PER PLAN <br />0( <br />PLATE <br />PLATE <br />PROVIDE BLOCKED <br />2'x4! OPNG FOR <br />TRUSS <br />I I -Its <br />DRAG TRUSS <br />ATTIC VENTILATION. <br />PAINGER <br />PLAN <br />EXT. SHEARWALL <br />I PER PLAN <br />ALTERNATE: A35 <br />CONTINUE ROOF SHEATHING <br />W/(12) 0.131*DIA. X 1 <br />MONO SCISSOR TRUSS <br />UNDERNEATH OVERFRAMING. <br />PRE -FABRICATION <br />ROOF � <br />( 1/2" NAILS 0 4TOC <br />PER PLAN <br />(tdfi <br />TRUSS 0 <br />24"OCU.N.O. <br />NOTE: GT HAS BEEN DESIGNED TO TRANSFERI-onBEARING <br />PER PLAN <br />EARWALLAFTEROC <br />pR PLAN <br />SEE 15/89.1 FOR <br />AND/OR <br />SHEAR WALL PER <br />EA. END(USE 2x4 IF SPAN <br />GIRDER TRUSS USE 2x6 IF SPAN > 6 _ow). <br />SCALE: 3/4- <br />1 REQUIRED LATERAL LOAD. <br />SCALE: 3a" 1'-0" <br />CONTINUATION <br />06 TOP CHORD BEARING <br />PLAN/SCHEDULE <br />MONO SCISSOR <br />OVERFRAMING <br />08 <br />TRUSS. TO GT CONNECTION <br />TYPICAL DRAG <br />TRUSS STOP WALL <br />10 <br />HIGH ROOF DETAIL <br />8d 0 6" O.C. <br />GIRDER/DRAG TRUSS <br />TRUSS BLOCKING PANEL <br />OVER -FRAMING <br />PER PLAN W/ CONT. <br />SEE 17/89.1 <br />SEE 10/89.1 FOR <br />DOUBLE TOP CHORD <br />0.131' X 2.25� 0 6" O.C. <br />FRAMING PER PLAN <br />CONTINUATION <br />U.N.O. PER PLAN <br />A35 0 48" O.C. <br />. . . . . . . . . . . . SHEAR TRUSS <br />DESIGN BY OTHERS ui <br />8d 0 6" O.C. <br />150 PLF LOAD PARALLEL m <br />ch <br />2X VENTED BLKG. <br />TO TOP CHORD <br />NAIL TO RAFTERS <br />ROOF GIRDER TRUSS <br />2) 12d EACH <br />PER PLAN cr) <br />SIDE <br />uj u <br />PLATE <br />A, <br />PLATE <br />1AIA All <br />ROOF TRUSS PER PLAN-/ <br />SIMPSON H2.5A 0 480 O.C. <br />MONO TRUSS PER PLAN <br />TRUSSES PER PLAN <br />H6 TWIST STRAP DRAG STRUT <br />Ole <br />HANGER <br />U.N.O. <br />PER PLAN <br />OVERHANG PER <br />_E <br />TRUSS HANGER <br />ARCHITECTURAL <br />FRAMING PER PLAN <br />TRUSS HANGER <br />LTP4 0 2 4" 0. C. <br />BEARING AND <br />SDWC15600 <br />TO EACH TRUSS PLY1 <br />WALL BEYOND <br />1A I SHEAR WALL <br />SHEARWALL PER PLAN <br />2X6 LEDGER W/ <br />SEE SHEAR WALL <br />-0 <br />y <br />(3) 0.131 X 3- TO EACH <br />SCHEDULE <br />SCALE: 3_1A" 1'-0" <br />TYPICAL <br />WALL STUD <br />11 DRAG TRUSS TO WALL <br />12 <br />DRAG STRUT TO GORDER TRUSS <br />13 <br />HIGH ROOF TO LOW ROOF DETAIL <br />14 RAISED HEEL <br />TRUSS TO WALL <br />15 <br />ROOF MONO TO FRAMING DETAIL <br />8d 0 6" O.C. <br />A35 BLOCKING CHORDS TO TRUSS <br />CHORDS - ALTERNATE NEAR AND <br />ROOF TRUSSES <br />ROOF FRAMING <br />FAR SIDES <br />PER PLAN <br />PER PLAN <br />8d 0 6' (.131*DIA. X 2.25' MIN.) <br />M1BLOCKING/DRAG <br />TRUSS <br />V <br />250 PLF U.N.O. <br />ROOF TRUSSES <br />ROOF SHEATHING PER STRUCTURAL <br />NOTES, SHEET S1.O <br />STD ROOF TRUSS CLIPS <br />AT 48- O.C. W/ NAIL IN (2) 12d <br />EAVE PER <br />4 <br />T A <br />PER PLAN <br />SLOTTED HOLE TO ALLOW EA. END <br />2X4 BLOCKING <br />EA. BRACE <br />ARCH. <br />2 X 4 BLK G 0 48 <br />VERTICAL TRUSS MOVEMENT <br />2X4 EDGEWISE <br />W/ (2) 1 )d TOENAIL <br />ROOF FRAMING <br />2X4 048• <br />0 24" O.C. <br />I <br />EA. END <br />PER PLAN <br />(6) 12d <br />GABLE END <br />.4- <br />PROVIDE (2) 2X4 <br />TRUSS <br />DIAGONAL BRACE <br />AT 4' O.C. <br />A 'A r. <br />rt..."O <br />DS DRYWALL STOP <br />PER FLAT 2X <br />12d 0 6* O.C. <br />AT 16" O.C. TO WALL <br />TOP PLATE <br />BRACE NOTES <br />BELOW'. <br />L__j <br />2X VENTED BLKG. <br />PLATE <br />(WIT <br />PLATE <br />PLATE <br />TOE NAIL TO TRUSS <br />W/(2� 12d EACH SIDE <br />(.148 DIA.X3 1/4*) <br />>< <br />FLAT 2X BRACE <br />NOTE: DIAGONAL BRACE REQUIRED <br />PANEL EDGE <br />12d 0 6" O.C. T.N. \-SEE SHEAR WALL <br />OR A35 FRAM'G SCHEDULE <br />3 SIMPSON H1 0 48' O.C. <br />A W/(6) 8d (.131X1 1/2") TRUSS <br />WA4) 8d (.131X1 1/2") TOP PLATE <br />ARCHITECTURAL <br />-HOLD CEILING FASTENERS <br />16" BACK FROM WALL TO ALLOW <br />WHEN CROSSWALLS ARE GREATER THAN <br />V APART FORA 2X4 FLAT BRACE <br />NAILING <br />ELEVA11ON A -A <br />PROFILE A <br />ANCHOR 0 2 1-0" <br />O.C. W/ (8) 8d SHEAR WALL <br />BE HDR 0 SIM, <br />BLOCK AS REQD <br />BY SIDING/TRIMS <br />A <br />TRUSS CHORD MOVEMENT <br />10' APART FOR A 2X6 FLAT BRACE <br />FORA 2X8 FLAT BRACE <br />SEE SHEAR WALL <br />CONNECT BLOCKING BOTTOM <br />NAILS <br />SECTION <br />P.E.N. PER PLAN <br />NONBEARING WALL q-L <br />12' APART <br />SCHEDULE <br />SHEARWALL PER PLA <br />4 <br />CHORD TO WALL TOP PLATES PER AND SCHEDULE <br />SEE SHEAR WALL <br />WALL PERPENDICULAR WALL PARALLE(� L <br />SCALE: 3/4' = 1'-0* <br />DETAIL 9 THIS SHEET <br />SCALE: 3/4' = l'-O* <br />SCHEDULE S1.2 <br />SCALE: 3/4- = 1 2-ow <br />�1b TRUSS BRACING <br />AT END WALLS <br />17] <br />SECTION <br />SHEAR WALL TO TRUSS <br />181 <br />TYP SHEARWALL TO TRUSS <br />119] EXTERIOR 'WALL <br />AT ROOF <br />[_20_ <br />NONBEARING WALL SUPPORT <br />co <br />0 <br />z <br />cu <br />p" <br />C\2 <br />00 <br />(=) <br />-4 <br />to <br />ce) <br />0 <br />co <br />C,2 <br />02 <br />LJJ <br />0 <br />c\2 <br />Lo <br />Lo <br />-1 <br />Z <br />co <br />02 <br />SI_ <br />4-j <br />o co <br />C6 C:) <br />Lj. <br />C\2 <br />ro <br />co <br />o <br />4z <br />co <br />C3 <br />co <br /><,- <br />CC) <br />4z <br />* <br />Lo <br /><, <br />cn) <br />C3 <br />aa <br />v) <br />I <br />C,4 <br />C) <br />0 <br />C) <br />1 <br />0 <br />C) <br />0 <br />0 <br />0 <br />LLJ <br />Lij <br />M <br />o <br />LLJ <br />CL <br />C/) <br />Lu <br />m <br />=) <br />C/) <br />Lij <br />- <br />U <br />cf) <br />I <br />n <br />C'4 <br />U <br />bA <br />ct <br />� <br />o <br />03 <br />O <br />> <br />U <br />ct <br />4-1 <br />rmomml <br />ct <br />cn <br />03 <br />c) <br />ct <br />ct <br />E"� <br />c%1 <br />w' <br />a <br />