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EXTERIOR OR NON -HEARING EXTERIOR OR NON=BEARING <br />BEARING WALL WALL BEARING WALL WALL <br />(25% WIDTH MAX) (40% WIDTH MAX) (40% WIDTH MAX) (60% WIDTH MAX) <br />17/16" 21/8" <br />O <br />T,2 3/16" 3 5/16" <br />Y ALLOWABLE <br />Atf D NOTCHING BORING <br />EQ TREADS <br />1 REF ARCH DOWEL TO MATCH STAIR REINF @ 12" <br />IN O.C. DRILL AND EPDXY 4" MIN <br />PENETRATION (ALTERNATIVELY CAN <br />BE CAST -IN -PLACE WITH STANDARD <br />HOOK) <br />FIN. FLR. EL, <br />SEE PLAN <br />#3 NOSE BARS <br />EACH STEP <br />• <br />o:�� !1 o ao n o!� oe (l �r'O n� <br />U <br />l <br />��I <br />I <br />I <br />uj <br />° <br />�5n <br />a a ~# 4 CONT <br />a <br />Ills —III LI, <br />- <br />. <br />I <br />EL. - REF ARCH <br />-I o- <br />I� <br />REFERENCE STEM WALL <br />EA WAY <br />SECTION FOR <br />REINFORCEMENT <br />I <br />TRIMMER/KING STUDS A (2) 2x6 FLAT' VERT BLKG, 10d AT 6" O.C. 2x4 FLAT 2x4 FLAT OUTRIGGER (4) 16d THRU <br />FROM HEADER ABOVE i�il gl l II, Ili MATCH FULL WALL WIDTH, AS BLKG AT 24" O.C. ROOF TO BLKG <br />WHERE OCCURS it REQ'D <br />li I. I!I ROOF <br />— —_ <br />+ + E� <br />_ — X CONT 2x4 AT 48" + <br />GABLE END TRUSS O.C. WITH (2) 16d <br />TO BRACE <br />W/ VERT MEMBERS jl 2x6 WITH <br />AT 16 O.C. SIMPSON <br />A35 EA <br />END <br />i, i a it 'i I, <br />ONE KING STUD MIN LINO CRIPPLE STUDS ABOVE <br />Ilj �� i ER ARC �) 4 16d <br />ON PLAN (TWO SHOWN) II II I� HEADER TO MATCH JACK ( ) <br />II 1 STUDS BELOW HEADER 10d AT 6" O.C. <br />CONT SHEATHING TO 1 TRUSSES <br />II Ili I I( Ili - „ - 2x6 BRACE <br />I` — --- �ROOF OR SHEAR TRUSS AT 24" O.C, <br />(5)16d MIN KING STUD TO �II __ = _ _------ FLUSH W/ SHEATHING PER PLAN <br />HEADER jl I _ - <br />' _ _ BELOW (DESIGN FOR !I <br />CONNECT KING ANDj �) i) �Ii SLOPED CEILING PER 200 PLF MIN UNO) <br />JACK STUDS TOGETHER ARCH OR FLAT/SIM <br />1 <br />WITH 16d@6"O.C, HEADER PER PLAN 2x BLKG WITH �I <br />STAGGERED EA PLY �fi'�i'' 11 VENT HOLES �H2,5 AT EACH <br />TRIMMER STUDS PER <br />SCHEDULE UNO ON PLAN <br />TRUSS V <br />,( x <br />A35 EA BLOCK <br />LPT4 PER SW SIMPSON A34 EA SIDE <br />� II <br />SCHEDULE (24" iI NAIL TO BRACE <br />O.C. MAX) SCREW TO PLATE W/ #8x2" <br />TYPICAL I ) 5 GABLE END FRAMING <br />TEMPORARY SHORING BY (E) 2X RIDGE -BOARD & (E) ROOF SHTG TO ADD 2X PLATE IF EXISTING INTERIOR <br />OTHERS, SEE STRl3OR" RAL RAFTER TYP REMAIN RIDGE -BEAM IS NOT PRESENT. IF <br />GENERAL NOTES FOR <br />EXISTING, PLATE NOT REQUIRED, <br />ADDITIONAL INFO 10d TOE NAILED ON 2X SUPPORT BRACE @ CONNECT PLATE TO EACH RAFTER, <br />EACH SIDE, (2) PER 60"OC TYP WHEN ADDED, W/ (2) 10d NAILS <br />CONN (MAX 5FT <br />LENGTH) <br />lv� <br />Ill S ID. <br />EXISTING CEILING EXISTING SHEET -ROCK \n ,, HL55 W/ 1/2"0 X 2 1SI <br />LAG SCREWS, EACH DE <br />S <br />JOIST AND INTERIOR TO REMAIN EXCEPT <br />RIDGE -SYSTEM TO WHERE BEAM IS PLACED NEW GLB PER PLAN \\ <br />EXISTING WINDOW <br />REMAIN (RIP SIMILAR WIDTH OF TO REMAIN <br />NEW BEAM) NEW GLB SUPPORT <br />BEAM PER PLAN <br />HEADER SIZE <br />TRIMMER STUDS BELOW <br />MIN UNO ON PLAN <br />4x6 <br />(1)2x4 OR (1)2x6 <br />4x8 <br />(2)2x4 OR (1)2x6 <br />4x10 <br />(3)2x4 OR (2)2x6 <br />3 1/8 GLB <br />(3)2x4 OR (2)2x6 <br />5 1/8 GLB <br />(3)2x6 <br />1 <br />• } f '•i i � <br />i ice.... i <br />Do <br />C9 <br />W <br />W <br />z <br />w <br />Ldd <br />BDC COMMENT REVIEW (12-9-21) <br />it HOLBROOK <br />AVENUE REMODEL <br />1818 HOLBR OK AVENUE <br />EVERETT, WA 98203 <br />S1 515®4 <br />SGS <br />M RT <br />0//202 1 <br />24X36 SHEET: 1/4"=1'-0" <br />Lu <br />I <br />