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0.131' X 225" 0 6' O.C. <br />U.N.O. PER PLAN <br />0.131' X 225' 0 6' O.C. U.N.O. <br />PER PLAN <br />0.131" X 225' 6 6' O.C. <br />U.N.O. PER PLAN <br />SEE DETAIL 2/59.1 FOR TOP <br />CHORD TO WALL CONNECTION <br />SEE DETAILS 1&4 S . <br />LEDGER Wf (3) 0.131X <br />0.131' X 225" 0 6" <br />SECURE INTO CORNER OF BLK'G <br />0.1317 X 225' 6 6' <br />r 2X BLOCKING BETWEEN <br />FOR FLOOR FRAMING2X6 <br />COMPONENTS <br />3' TO EA. STUD <br />O.C. TO BLOCKING <br />O.C. TO BLOCKING <br />TRUSSES W/ (2) TOENAIL EA. <br />BEYOND <br />�( BLOCKING BETWEEN <br />BEYOND <br />SIDE <br />MONO -TRUSSES PER PLAN <br />TRUSSES W/ (2) TOENAIL EA. <br />SIDE MONO -TRUSSES PER PLAN <br />MONO -TRUSSES PER PLAN <br />TRUSS BLOCKING PANEL <br />SEE DETAIL 2/59.1 FOR TOP <br />CHORD TO WALL CONNECTION <br />PLATE NAIL PER <br />PLATE NAIL PER <br />BOOR DIAPHRAGM NAILING <br />PLATE NAIL PER <br />PLATE NAIL PER <br />59.1 <br />SHEARWALL SHEDULE <br />SHEARWALL SHEDULE <br />PER STRUCT. NOTES <br />SHEARWALL SHEDULE <br />SHEARWALL SHEDULE <br />TRUSSES SECTION 06160 <br />�l <br />JACK TRUSSES AT 24' <br />BEARING _ _ <br />� <br />\ <br />19 <br />59.1 <br />I <br />� <br />H25 <br />oil <br />oil <br />PLATE <br />oz <br />PLATE <br />PLATE <br />PLATE <br />COMMON TRUSSES <br />FRAMING PER PLAN <br />`V SIM. <br />I <br />\ v i <br />� <br />` I _ � <br />V I <br />PER PLAN <br />n <br />FRAMING PER PLAN <br />� ! �� <br />FRAMING PER PLAN <br />� P.E.N.�--� <br />BLOCKING AS REQb. FOR <br />I -- P.E.N. <br />� PER PLAN <br />I P.E.N. <br />! � PLAN <br />� <br />CLG. FINISH <br />I <br />TRUSS HANGER <br />PER PLAN <br />TRUSS HANGER <br />( <br />lI L <br />SEE 4/59.0 AT SIM. <br />FRAMING PER PLAN <br />CONDITION <br />SCALE: 3/4' = 1'-U* <br />SCALE: i' = 1'-0' <br />01 ROOF <br />LEDGER TO WALL <br />C]2 <br />LOW ROOF AT FLOOR <br />LOW ROOF AT ENTRY <br />❑4 LOW ROOF DETAIL <br />LOW ROOF DETAIL <br />2x8 FLAT VALLEY ATTACH <br />OVERFRAMING <br />SEE 16/59 .1 <br />ROOF SHEATHING/DIAPHRAGMRE <br />10/59.1 FOR FRAMING ANGLE <br />TRUSS BLOCKING PANEL - <br />TO TRUSSES WI(3) 10d <br />PER 7/S9.1 <br />8d 0 6'OC <br />ATTACHMENT BETWEEN (2) 2X BRACES <br />SEE 17/59.1 <br />TOP CHORD <br />PRE -FABRICATED ROOF <br />� — — — — — —�� <br />� GT � � <br />� ��WA� �. <br />6` O.C. <br />� <br />BEARING <br />TRUSS � 24"OC (TYP. � <br />U.N.O. PER PLAN <br />\ <br />\ <br />T <br />2X VENTED BLKG. <br />2x8 RIDGE BEAM <br />I <br />I <br />2X BLKG. W/ <br />� � i �' \ � <br />VAALLEY MEMBERS TTACH TO 2x8I <br />I <br />COMMON TRUSSES <br />0.131" X 3' 0 6' O.C. <br />.00, <br />PER PLAN <br />DRAG TRUSS <br />PER PLAN (250 PLF <br />0.131'DIA. X 3' NAILSONO <br />U.N.O.) <br />2X FLAT W/ 0.131bIA. <br />TRUSS PER <br />j <br />I I <br />0 q•0e <br />3' NAILS O 4'OC <br />XU.N.O. <br />U.N.O. TRUSS TO BL <br />PER PLAN <br />USS PER PLAN <br />�' <br />PLATE <br />PLATE <br />PROVIDE BLOCKED <br />7x4' OPNG FOR <br />TRUSS <br />I I <br />� DRAG TRUSS <br />ATTIC VENTILATION. <br />HANGER <br />PER PLAN <br />I EXT. SHEARWALL <br />I ALTERNATE: A35 I <br />I <br />CONTINUE ROOF SHEATHING <br />PER PLAN <br />W/(12) 0.131'DIA. X 1 I <br />� <br />MONO SCISSOR TRUSS <br />UNDERNEATH OVERFRAMING. <br />PRE -FABRICATION ROOF �� i� <br />1/2' NAILS 0 48'OC <br />I <br />' PER PLAN <br />� RAFTER 0 24'OC W/(3) 8d TN 0 <br />TRUSS 0 24'OC <br />— — — — <br />NOTE: GT HAS BEEN DESIGNm TO TRANSFER <br />U.N.O. PER PLAN <br />� � <br />� � <br />SHEARWALL <br />P� P� <br />SEE 15/59.1 FOR <br />I <br />` BEARING AND/OR <br />SHEAR WALL PER <br />EA. END (USE 2x4 IF SPAN < 6'-0` <br />GIRDER TRUSS USE 2�c6 IF SPAN > 6'-0'). <br />SCALE 3/4' = 1'-0' <br />REQUIRED LATERAL LOAD. <br />— — — — — <br />SCALE: 3/4" = 1'-0" <br />CONTINUATION <br />�6 TOP CHORD <br />BEARING MONO PLAN/SCHEDULE 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 g 6" O.C. <br />GIRDER/DRAG TRUSS <br />TRUSS BLOCKING PANEL - <br />OVER -FRAMING <br />PER PLAN W/ CONT. <br />SEE 17/S9J <br />SEE 10/S9.1 FOR�� <br />7DOUBLE <br />TOP CHORD <br />0.131' X 225" 0 6' O.C. <br />FRAMING PER PLAN <br />CONTINUATION <br />.ti ,`° <br />U.N.O. PER PLAN <br />A35 0 48" O.C. <br />SHEAR TRUSS <br />DESIGN BY OTHERS w <br />8d 0 6" O.C. <br />150 PLF LOAD PARALLEL = <br />2X VENTED BLKG. <br />TO TOP CHORD � <br />NAIL TO RAFTERS <br />(n <br />—ROOF GIRDER TRUSS <br />W/(2) 12d EACH <br />PER PLAN <br />SIDE <br />rn <br />w <br />N <br />�� <br />1 <br />PLATE <br />PLATE <br />ROOF TRUSS PER PLAN <br />SIMPSON H2.5A � 48" O.C. <br />� MONO TRUSS PER PLAN <br />TRUSSES PER PLAN <br />H6 TWIST STRAP DRAG STRUT <br />� <br />HANGER <br />U.N.O. PER PLAN <br />� <br />OVERHANG PER <br />ARCHITECTURAL <br />FRAMING PER PLAN <br />� <br />LTP4 � 24` Q.C. <br />I TRUSS HANGER <br />I TRUSS HANGER <br />� <br />WALL BEYOND <br />BEARING AND <br />I A I SHEAR WALL <br />SDMIC15600 TO EACH TRUSS PLY <br />SHEARWALL PER PLAN <br />1 <br />2X6 LEDGER W/ <br />SEE SHEAR WALL <br />3.1S31N'DX 3' TO EACH <br />SCHEDULE <br />SCALE:- 3/4" = 1'-0• <br />TYPICAL <br />ALL <br />11 DRAG <br />TRUSS TO WALL <br />12 <br />DRAG STRUT TO CORDER TRUSS <br />LL3 <br />HIGH ROOF TO LOW ROOF DETAIL <br />14 RAISED HEEL <br />TRUSS TO WALL <br />j5 <br />ROOF MONO TO FRAMING DETAIL <br />8d 0 6' O.C. <br />A35 BLOCKING CHORDS TO TRUSS <br />CHORDS - ALTERNATE NEAR AND <br />_ <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 />BLOgGNG/DRAG TRUSS <br />-- <br />250 PLF U.N.O. <br />� <br />ROOF TRUSSES <br />ROOF SHEATHING PER STRUCNRAL <br />NOTES. SHEET 51.0 <br />STD ROOF TRUSS CI.1PS <br />AIL <br />(FA <br />SAVE PER <br />A <br />PEIN <br />R PLAN <br />SLOTTED HOLE TON ALL W END <br />2X4 BLOCKING <br />ARCH. <br />2 X 4 BLK'G � 48" <br />VERTICAL TRUSS MOVEMENT <br />EA. BRACE <br />� 2X4 EDGEWISE <br />' <br />W/ (2) 16d TOENAIL <br />ROOF FRAMING <br />2X4 0 48' <br />O 24' O.C. <br />I <br />EA. END <br />PER PLAN <br />(6) 12d <br />GABLE END <br />PROVIDE (2) 2X4 <br />TRUSS <br />DIAGONAL BRACE <br />AT 4' O.C. <br />A -A5 <br />DS OP <br />T. <br />PER FLAT 2X <br />12d 0 6' O.C. <br />8d 0 6" O.C. <br />AT fi O.CLL <br />TOWALL <br />TOP PLATE <br />BRACE NOTES <br />BQOW: <br />PLATE <br />_ <br />� <br />_ <br />� PLATE <br />� PLATE <br />2X VENTED BLKG. <br />TOE NAIL TO TRUSS <br />-- --- <br />_--- <br />� <br />12d EACH S <br />(.148�DIA.X3 1 /4") IDE <br />\ Q <br />\ Q <br />FLAT 2X BRACE <br />NOTE: DIAGONAL BRACE REQUIRED <br />pgMq, EDGE <br />12d O 6' Q.C. T.N. SEE SHEAR WALL <br />OR A35 FltAM'G SCHEDULE <br />'-0" <br />SIMPS <br />3ON H1 O 48' O.C. <br />Q <br />W/(6) Sd (.131X1 1/2") TRUSS <br />W/(4) Sd (.131X1 1/Y) TOP PLATE <br />ARCHITECTURAL <br />16 +/ <br />HOLD CEILING FASTENERS <br />BACK FROM WALL TO ALLOW <br />WHEN CROSSWAl1S ARE GREATER THAN <br />NAILING <br />ELEVATION <br />A -A <br />ANCHOR 02 <br />BLOCK AS REQ'D <br />TRUSS CHORD MOVEMENT <br />B' APART FORA 2X4 FLAT BRACE <br />10' APART FORA 2X6 FLAT BRAG <br />SEE SHEAR WALL <br />PROFILE A <br />O.C. W/ (8) Sd <br />NNLS SHEAR WALL <br />B /HDR O SIM. <br />BY SIDING/TRIMS <br />P.E.N. PER PLAN <br />NONBEARING WALL <br />12' APART FOR A 2X8 FLAT BRACE <br />SCHEDULE <br />CONNECT BLOCKING BOTTOM SHEARWALL PER P <br />SECTION <br />CHORD TO WALL TOP PLATES PER AND SCHEDULE <br />SEE SHEAR WALL <br />WALL PERPENDICULAR WALL PARALLEL <br />SCALE 3/4• = t#_U• <br />DETAIL 9 THIS SHEET <br />SCALE: 3/4• = 1•_O• <br />SCHEDULE 51.2 <br />SCALE: 3/4' = 1'-0' <br />16 TRUSS BRACING AT END WALLS <br />17 <br />SHEAR WALL TO TRUSS <br />j8 <br />TYP SHEARWALL TO TRUSS <br />19 EXTERIOR <br />WALL AT ROOF <br />20 <br />NONBEARING WALL SUPPORT <br />___m <br />co <br />U <br />d <br />CQ <br />00 <br />o <br />�-+ <br />ca <br />® <br />co <br />0 <br />L <br />co <br />C <br />v <br />co <br />C6 <br />a� <br />CQ <br />— <br />U <br />o <br />m <br />C\2 <br />Lo <br />U <br />. <br />00 <br />3 <br />CQ <br />4- <br />00 <br />fix,^ <br />ro <br />z A <br />�« <br />AL <br />14 <br />q <br />co <br />0 <br />m <br />co <br />0 <br />L <br />�� <br />W <br />�'� <br />N <br />F_ <br />0 <br />a- <br />w <br />u0 <br />o <br />J <br />4. <br />o <br />z <br />O <br />v <br />O <br />w <br />a <br />o <br />w <br />zap <br />n- <br />z <br />in5 <br />w <br />m <br />W <br />w <br />v <br />W <br />F' <br />v <br />o <br />Q: <br />m <br />o <br />z <br />Z <br />-4- <br />K) <br />N <br />W <br />Ct <br />N <br />bA <br />cfd <br />�-a <br />� <br />o <br />ct <br />U <br />�: <br />Z <br />59.1 <br />