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DIAPHRAGM BOUNDARY 20 VENTED BLK'G Wfi2d SHEATHING PER PLAN - SHEATHING PER PLAN <br /> NAILING TOENAILS 6"oc - DIAPHRAGM DIAPHRAGM BOUNDARY <br /> ` VALLEY OVERFRAMING- BOUNDARY NAILING <br /> (2)12d EA.OUTRIGGER -2x4 OUTRI( PER TRUSS MFR.OR NAILING 2x4 FLAT ALIGNED W/2x4 <br /> SHEATHE OR BRACE TOP SHEATHING PER PLAN PLAN NOTES SHTG EDGE NAILING CE-PROVIDE ROOF (2)12d NAILS <br /> VER TRUSS <br /> DIAPHRAGM BOUNDARY EA.END s <br /> - CHORD PER TRUSS MFR. � /- PER TRUSS MFR.OR NAILING ¢ <br /> - -" • PLAN NOTES f f•` - /L L _ • ,f <br /> OVERFRAMING <br /> AS REO'D PER 12d @ 6"oc <br /> _ 2x PONY WALL TO HIGH ROOF 2x4 FLAT OUTRIGGERS <br /> TRUSS MFR OR 2x4 OUTRIGGERS 2'-0"oc <br /> SHEATHE AND NAIL PER PIE � g�� (al 24 oc 1 <br /> PLAN NOTES DIAPHRAGM BOUNDARY <br /> (SEE 1/506) NAILING SHEATHING PER PLAN MAX/ GABLE END TRUSS w/STUDS - <br /> PANEL EDGE NAILING <br /> 1 - —- (22':'x8'-0"ACCESS HOLE) 1 @ 24"oc-NOTCHED FOR - <br /> (3)12d TOENAILS OUTRIGGERS DESIGN FOR <br /> T 15psf WIND LOAD r <br /> • /. 1 - END TRUSS w/STUDS @ f <br /> ADD'L STRUT <br /> TRUSS <br /> CH'OVER <br /> DR WALL -- ---- _ j - I T/ I _ ( 24"oc NOTCHED FOR — <br /> I OUTRIGGERS <br /> OFFSET TRUSS ( SHEATHING PER PLAN f TRUSSES PER PLAN / PANEL EDGE NAILING <br /> ADD'L STRUT TRUSS OVER WALL VERTICALS FOR TOP LOAD=180 PLF) T DESIGN FOR 15psf <br /> PER ARCH'L BOTT.CHORD AND STUDS <br /> TRUSSES PER PLAN (22'z'x6'-0"ACCESS HOLE) WIND LOAD 2x4 BRACING 8'-0"oc <br /> FLANGE HANGER GIRDER TRUSS PER PLAN W/A34 EA.END <br /> PERADD(DRAG LOAD=160 PLF) 12d TOENAILS Q 6"oc <br /> SISTER ADD'L 2x8 1 TRUSS BOTT. ) 12d TOENAILS 6"ac TRUSSES PER PLAN - TRUSSES PER PLAN A35 24"oc BTL <br /> CHORD W/(2)12d(�12"oc '' � - <br /> SHEAR WALL EDGE NAILING HANGERS PER --- HANGERS PER TRUSS MFR HEADER PER PLAN • HEADER PER PLAN <br /> USP FWH28 HANGERS TRUSS MFR. GIRDER TRUSSES PER PLAN (WHERE OCCURS) (WHERE OCCURS) <br /> • • • CONTINUOUS TOP PLATE 2x STUD WALL PER PLAN <br /> - 2x STUD WALL PER PLAN ENGLNEERING P.S. <br /> TO TRUSS BOTT.CHORD __ 2x STUD WALL <br /> � OVER PARTY WALL SHEATHING PER 1/SO6 2x4 BLKG(n?48"oc PER PLAN (SPLICE PER 13/8O6) <br /> SEE 19/S09 @ SHEAR WALLS W/(3)12d TOENAILS <br /> FOR CALL-OUTS EA END 'ii SHEATHING PER i/SOB ` SHEATHING PER 1/SO6 47�� <br /> IN COMMON GWB PER ARCH'L Q o SHEAR WALLS20 /� AIR SPACE PER ARCH'L 1•+ 18 (SPL CIE PER 13 SO6)�� 17 (g7 SHEAR WALLS 1�20°-30'SHEATHE OR BRACE TOP DIAPHRAGM BOUNDARY / <br /> CHORD PER TRUSS MFR. NAILING <br /> SHEATHING PER PLAN DIAPHRAGM BOUNDARY <br /> OVERFRAMING <br /> AS REO'D PER SHEATHING PER PLAN NAILING <br /> TRUSS MFR OR SHEATHING PER PLAN I / • pE..T"I. mmaTI <br /> PLAN NOTES -{� - II 1 <br /> f 1 Y DIAPHRAGM BOUNDARY <br /> NAILING TimberLOKTLOK6 <br /> 1 -DIAPHRAGM BOUNDARY <br /> -- \ NAILING EA.TRUSS <br /> ALT.to Hi <br /> ADD'L STRUT TRUSS OVER WALL '-ADD'L STRUT TRUSS OVER WALL <br /> OFFSET TRUSS W/2x8 BOTT.CHORD AND STUDS W/STUDS PER ARCH'L(DRAG _ a 1 -- \v <br /> VERTICALS FOR TOP PER ARCH'L(DRAG LOAD=160 PLF) DIAPHRAGM BOUNDARY <br /> LOAD=180 PLF) _ ' <br /> FLANGE HANGER SISTER ADD'L 2x8 TO TRUSS BOTT. NAILING <br /> • CHORD W/(2)12d @ 12". N <br /> ` \ <br /> °r `_\ TRUSS BLOCKING(DRAG BLOCKING: <br /> ` T - ADD'L TRUSS OVER WALL W/ % A35 CLIP EA BLOCK- - LOAD=1W PLF) 1"<d 13"-2x4 U) <br /> 3.., <br /> "<tl<5"-2x8 2x4 VENTED BLOCKING J <br /> STUDS PER ARCH'L TRUSSES PER PLAN PANEL EDGE NAILING 5"<d<7"-2x8 TRUSSES PER PLAN <br /> TRUSSES PER PLAN SHEAR WALL EDGE NAILING "� T'<d<9"-2x10 <br /> • • 12d TOENAILS 6"oc 9<d<11-2x12 H1 CLIP EA.TRUSS 2x4 VENTED BLOCKING Q <br /> 12d TOENAILS®6"oc 2x STUD WALL PER PLAN - A35 CLIP EA.BLOCK --PANEL EDGE NAILING • w <br /> SHEAR WALL EDGE NAILING - 2x STUD WALL PER PLAN CONTINUOUS TOP PLATE <br /> USP FWH28 HANGERS �� (SPLICE PER 13/SO6) <br /> TO TRUSS BOTT.CHORD <br /> PANEL EDGE NAILING <br /> OVER PARTY WALL i SHEATHING PER 1/SO6 SHEATHING PER 1/SD6 <br /> SHEAR WALLS GWB PER ARCH'L SHEAR WALLS HEADER PER PLAN 2x STUD WALL PER PLAN <br /> GWB PER ARCH'L (WHERE OCCURS) <br /> 1 SHEATHING PER 1/S06 <br /> AIR SPACE PER ARCH'L 15 �%- AIRSPACE PER ARCH'L 14 SHEAR WALLS 11 <br /> _ SHEATHE OR BRACE TOP <br /> CHORD PER TRUSS MFR. ADD'L STRUT TRUSS OVER WALL <br /> OVERFRAMING W/2x8 BOTT.CHORD AND STUDS V/ <br /> AS REO'D PER PER ARCH'L(DRAG LOAD=160 PLF) <br /> TRUSS MFR OR SISTER ADD'L 2x8 TO TRUSS BOTT. - <br /> PLAN NOTES CHORD W1(2)12d @ 12"oc O <br /> 1 � U <br /> J <br /> LL� " <br /> OFFSET TRUSS 1� C <br /> L <br /> VERTICALS FOR TOP FLANGE HANGER LU I. i 3 � <br /> co <br /> d ¢ <br /> USP FWH28 HANGERS LU LL <br /> TO TRUSS BOTT.CHORD V) Q <br /> OVER PARTY WALL Ll <br /> Q <br /> SEE 19/SO9 <br /> FOR CALL-OUTS <br /> IN COMMON 10 <br /> A v O 7 6 <br /> v7 20°30° <br /> _} 2x4 LEDGER W/(2) DIAPHRAGM m <br /> 111 A34 CLIP EA. <br /> 12d EA STUD RAFTER TO BOUNDARY <br /> �-TlmbBrLOK TLOK6 LEDGER NAILING O 'k <br /> a <br /> yR <br /> 12d 2x4 VENTED 6"oc EA.TRUSS .. <br /> ALT.to H1 FACENAIL PER 1/SOB - BLOCKING != <br /> a"PLYWOOD SHIM � <br /> -' - NO SHEATHING SPUCE ' --SHEATHING PER PLAN _;'iIx • Q <br /> DIAPHRAGM BOUNDARY I RAFTERS JOB NO.: <br /> /BEAM PER PLAN — Ili - NAILING I � PER PLAN 23-239-06 <br /> SHEAR WALL EDGE NAILING / �� ( 'll H2.5A CLIP EA. PLOT DATE <br /> RAFTER TO <br /> SPLICE SHEATHING TRUSSES PER PLAN RIM BOARD 06/08/2023 <br /> (BTWN PLATES) FLATWISETRUSS <br /> H1 CLIP EA.TRUSS i BLOCKING(DRAG 12d FACENAIL 4"oc <br /> SHEAR WALL EDGE NAILING LOAD=240PLF) (BLOCK BOAT.CHORD DATE: 06/08/2023 <br /> 2x FULL DEPTH BLOCKING TO PLATE) SCALE: 4'=1"0.' <br /> BEAM PER PLAN <br /> DRAWN: BDS <br /> CHCKD: RMH <br /> SEE 8/SOB SEE 7/508 BLDG: SHEET NO.: <br /> 5 4 FOR C M ONTS FOR COMMON S <br /> 3 2 IN COMMON 1 B S 0 9 <br />