Laserfiche WebLink
0.131' X 2.25' @ 6' O.C. <br />U.N.O. PER PLAN <br />0.131" X 2.25' 0 6' O.C. U.N.O. <br />PER PLAN <br />0J31° X 2.25' 0 fi" O.C. <br />U.N.O. PER PLAN <br />SEE DETAIL 2/59.1 FOR TOP <br />SEE DETAILS 10 S9.0 <br />2X6 LEDGER W/ (3) 0.131" X <br />0.131' X 225" 0 6' <br />SECURE INTO CORNER OF BLK'G <br />0.131" X 2.25' 0 6" 2X BLOCKING BETWEEN <br />CHORD TO WALL CONNECTION <br />FOR FLOOR FRAMING <br />Cp�,�ppp�ENT3 <br />3' TO EA. STUD <br />O.C. TO BLOCKING <br />BEYOND <br />2X BLOCKING BETWEEN <br />O.C. TO BLOCKING <br />TRUSSES W/ (2) TOENAIL EA. <br />la" <br />'TRUSSES W/ (2) TOENAIL EA. <br />:zSIDE <br />BEYOND <br />SIDE <br />MONO -TRUSSES PER PLAN <br />MONO -TRUSSES PER PLAN <br />o <br />MONO -TRUSSES PER PLAN <br />TRUSS BLOCKING PANEL <br />SEE DETAIL 2/59.1 FOR TOP <br />PLATE NAIL PER <br />SHEARWALL SHEDULE <br />PLATE NAIL PER <br />SHEARWALL SHEDULE <br />��R DIAPHRAGM NAILING <br />PER SiRUCT. NOTES <br />PLATE NAIL PER <br />SHEARWALL SHEDULE <br />PLATE NAIL PER <br />SHEARWALL SHEDULE <br />17 <br />S91 <br />CHORD TO WALL CONNECTION <br />TRUSSES SECTION 06160o <br />�1 <br />BEARING _ _ <br />JACK TRUSSES AT 24' <br />\ <br />19 <br />59.1 <br />� <br />H2.5 <br />zz <br />PLATET <br />PLATE <br />PLATE <br />PLATE <br />_T 19 <br />COMMON TRUSSES <br />FRAMING PER PLAN <br />� `�` SIM. <br />PER PLAN <br />FRAMING PER PLAN <br />�� <br />FRAMING PER PLAN <br />� <br />P.E.N. <br />BLOCKING AS REQ'D. FOR <br />P.E.N. <br />I PER PLAN <br />I -- <br />I P.E.N. <br />� <br />PER PLAN <br />I <br />CLG. FINISH <br />� <br />TRUSS HANGER <br />I PER PLAN <br />TRUSS HANGER <br />SEE 4/59.0 AT SIM. <br />FRAMING PER PLAN <br />CONDITION <br />SCALE: 3/4' = 1'-0' <br />01 ROOF <br />LEDGER TO WALL <br />�2 <br />LOW ROOF AT FLOOR <br />03 <br />LOW ROOF AT ENTRY <br />LOW ROOF DETAIL <br />SCALE: 1' = 1'-0' <br />5 <br />LOW ROOF DETAIL <br />2x8 FLAT VALLEY ATTACH <br />TO TRUSSES W/(3) 10d <br />OVERFRAMING <br />PER 7/S9J <br />ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 <br />8d 0 6'OC <br />RE 10/59.1 FOR FRAMING ANGLE <br />TRUSS BLOCKING PANEL - <br />ATTACHMENT BETWEEN (2) 2X BRACES <br />SEE 17/59.1 <br />TOP CHORD <br />PRE -FABRICATED ROOF <br />� GT �\ <br />0 SHEARWALLS TYP. <br />� <br />BEARING <br />TRUSS 0 24'OC (TYP.) <br />/i <br />0.131' X 2.25" 0 6" O.C. <br />U.N.O. PER PLAN <br />2X VENTED BLKG. <br />2x8 RIDGE BEAM <br />I <br />� <br />� <br />(ATTACH TO 2x8 <br />2X BLKG. W/ <br />� � <br />VALLEY MEMBERS <br />COMMON TRUSSES <br />0.131' X 3' @ 6' O.C. <br />�� �� <br />W/(4) 8d TN) <br />� <br />PER PLAN <br />loe <br />— — — — — — — — — — <br />cjD cc, <br />LLJ <br />DRAG TRUSS <br />PER PLAN (250 PLF <br />0.131'DIA. X 3' NAILS <br />'OC <br />U.N.O.) <br />2X FLAT W/ 0.131'Dlh <br />MONO TRUSS PER <br />� I <br />4 <br />U.N.O. TRUSS TO BL K <br />X 3" NAILS 0 eOC <br />USS PER PLAN <br />U.N.O. PER PLAN <br />' <br />PLATE <br />PLATE <br />PROVIDE BLOCKED <br />197 <br />2'x4' OPNG FOR <br />TRUSS <br />I I <br />� � DRAG TRUSS <br />� ATTIC VENTILATION. <br />HANGER <br />� EXT.SHEARWALL <br />I <br />� <br />\ <br />CONTINUE ROOF SHEATHING <br />N <br />PER PLAN <br />� <br />ALTERNATE: A35 <br />� WI(12) 0.131'DIA. X 1 <br />MONO SCISSOR TRUSS <br />UNDERNEATH OVERFRAMING. <br />PRE -FABRICATION ROOF � <br />� � <br />� 1/2' NAILS 0 48"OC I <br />� <br />PER PLAN <br />yx RAFTER p 24'OC W/(3) 8d 1N 0 <br />SUSS 0 24"OC <br />— — — — — — — — — — — <br />U.N.O. PER PLAN <br />/ <br />\ � <br />SHEARWALL <br />SEE 15/S9.1 FOR <br />RI <br />BEARING AND/OR <br />SHEAR WALL PER <br />EA. END USE 2x4 IF SPAN < 6'-0' <br />(USE <br />NOTE: GT HAS BEEN DESIGNED TO TRANSFER <br />REWIRED LATERAL LOAD. <br />_ _ _ _ _ � <br />PER PLAN <br />CONTINUATION <br />v <br />PLAN/SCHEDULE <br />GIRDER TRUSS USE 2x6 SPAN > 6'-0'). <br />SCALE: 3/4' = 1'-0' <br />SCALE: 3/4" = 1'-0" <br />6 TOP CHORD <br />BEARING MONO SCISSOR <br />07 <br />OVERFRAMING <br />8� <br />TRUSS TO GT CONNECTION <br />09 TYPICAL DRAG <br />TRUSS STOP WALL <br />10 <br />HIGH ROOF DETAIL <br />8d @ 6" O.C. <br />OVER -FRAMING <br />GIRDER/DRAG TRUSS <br />PER PLAN W/ CONT. <br />TRUSS BLOCKING PANEL - <br />SEE 17/S9.1 <br />j <br />DOUBLE TOP CHORD <br />SEE 10/S9.1 FOR <br />A <br />- <br />b be <br />0.131' X 2.25" O 6' O.C. <br />FRAMING PER PLAN <br />CONTINUATION <br />� <br />^� °� <br />U.N.O. PER PLAN <br />SHEAR TRUSS <br />A35 @ 48" O.C. <br />DESIGN BY OTHERS w <br />8d 0 6" O.C. <br />150 PLF LOAD PARALLEL = <br />TO TOP CHORD (n <br />2X VENTED BLKG. <br />N <br />NAIL TO RAFTERS <br />ROOF GIRDER TRUSS <br />W/(2) 12d EACH <br />PER PLAN <br />SIDE <br />rn <br />w <br />w <br />L4i <br />PLATE <br />Jxx <br />L <br />Of <br />< <br />PLATE <br />! <br />� <br />ROOF TRUSS PER PLAN <br />TRUSSES PER PLAN <br />H6 TWIST STRAP DRAG STRUT <br />� <br />SIMPSON H2.5A 0 48" O.C. <br />� <br />� MONO TRUSS PER PLAN <br />HANGER <br />U.N.O. PER PLAN <br />OVERHANG PER <br />� <br />LTP4 @ 24" O.C. <br />� TRUSS HANGER <br />ARCHITECTURAL <br />FRAMING PER PLAN <br />� TRUSS HANGER <br />BEARING AND <br />SDWC15600 TO EACH TRUSS PLY <br />i <br />WALL BEYOND <br />SHEAR WALL <br />SHEARWALL PER PLAN <br />2X6 LEDGER W/ <br />SEE SHEAR WALL <br />SCALE: 3/4" = 1'-0" <br />TYPICAL <br />(3) 0.131' X 3' TO EACH <br />WALL STUD <br />SCHEDULE <br />11 DRAG <br />TRUSS TO WALL <br />12 <br />DRAG STRUT TO CORDER 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 225" MIN.) <br />BLOCKING/DRA6 TRUSS <br />- .o. <br />-- <br />250 PLF U.N.O. <br />EAVE PER <br />i <br />ROOF TRUSSES <br />ROOF SHEATHING PER STRUCTURAL <br />NOTES, SHEET S1.0 <br />STD ROOF TRUSS CUPS <br />AT 48' O.C. W/ NAIL IN (2) 12d <br />2X4 BLOCKING <br />ARCH. <br />A <br />PER PAN <br />SLOTTED HOLE TO ALLOW EA. END <br />EA. BRACE <br />2 X 4 BLK'G 0 48" <br />VERTICAL TRUSS MOVEMENT <br />� 2X4 EDGEWISE <br />24' O.C. <br />i <br />I <br />W/ (2) 16d TOENAIL <br />ROOF FRAMING <br />2X4 0 48"(6) <br />12d <br />EA. END <br />PER PLAN <br />GABLE END <br />PROVIDE (2) 2X4 <br />TRUSS <br />DIAGONAL BRACE <br />A35 <br />AT 4' O.C. <br />PER FLAT 2X <br />12d 0 6' O.C. <br />DS DRYWALL STOP <br />AT 16' O.C. TO WALL <br />BRACE NOTES <br />8d O 6' O.C. <br />Tap PLATE <br />BELOW: <br />PLATE <br />� ' <br />-.- <br />- - <br />� PLATE <br />� PLATEi <br />2 VENTED BLKG. <br />' TOE NAIL TO TRUSS <br />j <br />W/(2� 12d EACH SIDE <br />� x <br />_ — <br />FLAT 2X BRACEZ <br />NOTE: DIAGONAL BRACE REQUIRED <br />—PANEL Epp <br />12d � 6" O.C. T.N. SEE SHEAR WALL <br />OR A35 FRAM'G <br />�3 SIMPSON Ht O 48" O.C. <br />W/(6) Sd (.131Xt 1/2") TRUSS <br />� � <br />_ � <br />HOLD CEILING FASTENERS <br />MEN CROSSWALLS ARE GREATER THAN <br />8' APART FORA 2X4 FLAT BRACE <br />NAILING <br />ELEVATION A -A � <br />PROFILE I <br />SCHEDULE <br />ANCHOR � 2'-0" <br />O.C. W/ (8) 8d <br />W/(4) 8d (.131X1 1/2") TOP PLATE <br />ARCHITECTURAL <br />BLOCK AS REQb <br />BY SIDING IMS <br />SIDING/TRIMS <br />16 + /- BACK FROM WALL TO ALLOW <br />-le-TRUSS CHORD MOVEMENT <br />10' APART FOR A 2X6 FLAT BRACE <br />SEE SHEAR WALL <br />A � <br />SHEAR WALL <br />BE /HDR � SIM. <br />12' APART FORA 2X8 TEAT BRACE <br />SCHEDULE <br />CONNECT BLOCKING BOTTOM SHEARWALL PER PLA <br />NAILS <br />SECTION <br />�� P.E.N. PER PLAN <br />NONBEARING WALL <br />SCALE: 3/4' = 1'-0' <br />CHORD TO WALL TOP PLATES PER AND SCHEDULE <br />DETAIL 9 THIS SHEET <br />SEE SHEAR WAIT <br />SCHEDULE 51.2 <br />I Fl <br />WALL PERPENDICULAR WAI.I. PARALLEL <br />SCALE: 3/4' = 1'-0' <br />3/4• _ �'-�. <br />� 16 TRUSS BRACING AT END WALLS <br />17 <br />SHEAR WALL TO TRUSS <br />18 <br />TYP SHEARWALL TO TRUSS <br />19 EXTERIOR <br />WALL AT ROOFI:mSCALE: <br />NONBEARING WALL SUPPORT <br />, <br />Z <br />W <br />V, <br />e' Sit ��i�b <br />Se .,SY�i..,..•a.. <br />n�u.e.� <br />t a <br />ua <br />co <br />o <br />m <br />oho <br />O <br />o <br />N <br />d- <br />w <br />w <br />� <br />o <br />F- <br />o <br />w <br />Lo <br />0 <br />J <br />ZZ <br />U <br />o <br />z <br />O <br />U <br />W <br />O <br />CD <br />� <br />O <br />ZZ <br />�r <br />z <br />o- <br />o <br />W <br />a <br />m <br />f- <br />W <br />f2 <br />U <br />O <br />� <br />C <br />o <br />z <br />z <br />tM <br />N <br />w <br />Ct <br />(1) <br />CC3 <br />� <br />O <br />ct <br />O <br />� <br />�Uct <br />CC3 <br />�ct <br />H <br />vs <br />w' <br />a <br />59.1 <br />10 <br />