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j <br /> (E) SHEATHING NEW SHEATHING 15/32" <br /> J <br /> TO REMAIN (VERIFY& MATCH EXISTING) NAIL(E) SHEATHING AT PERIMETER <br /> a uND <br /> 0 --� � 10d @ 4" AT EDGES OF NEW SHEATHING OF NEW SHEATHING W/8d @ 4". Lit t <br /> �__ (E) SHEATHING NOT SHOWN. <br /> Ix x x x x x x x % x x x ' .., 11 SAHL <br /> x x x x x x X x x x x x x x x x x x x x x Xx X x x X x x x x X� x X x <br /> x X x X X x x X X X X X X x X X x X X X x x X x X X X x X X x/ x X lam( X X % X X X X x X X X <br /> X x x , K K 1201 First Avenue South, Suite 310 <br /> x „ .__ ,'X, "."_._ .-._.___ ..---._ , X X X X <br /> _ 4 Seattle, Washington 98134 <br /> �-a Y- ,-/,, i x X % <br /> 1 x - I x� 'i I rK I I " � �, k 206-402-5156 wwwlundopsahl.com <br /> x x <br /> x x 1 x 1 x x x <br /> x xl K I K <br /> X x <br /> K <br /> K <br /> X X IX x X (E) HEADER �_ x x * 4x12 <br /> — — —— X Q -x��Y x K _' X x Kam:_:. �: :5:=lE 3E `t( 3( Engineer's Stamp <br /> -- - - --_, ,_a 1( lE 'S� ' S� X ? ? 11E 'S� '4° S� 'S�, S� '� '� lE ` "_,� <br /> X f I' � ,Yx x« ____'�, KIII <br /> x <br /> x <br /> XI.� 1 1 x _ 9 x - . <br /> • x �c X K <br /> x , XI x 1 x xfl x 4 x 'x x l x x b .-.- J <br /> I M j i I A. O <br /> K <br /> x X 1. V. -x X „ ' ' X <br /> -^-a e:ti--:1. <br /> „x x x x x KX% XK ,— <br /> X MK .1)/' ,X XI XX XINFILL W/2x6 STUDS x rK x - <br /> x x ( r (MATCH EX►STING) �r ► o K . - REMOVE PORTION OF STUDS froffr.17#:2$ t <br /> 4 <br /> FOR NEW HEADER&SILL <br /> x+ 1 1. x K. X K <br /> x <br /> x x x x x V <br /> X x „ ^x " 1. r,,, 24234 , [y�� <br /> x <br /> ix x X 16d @ 6" X X XK X NEW 15/32" SHEATHING (VERIFY `'I0 AL � <br /> X x & MATCH EXISTING THICKNESS) <br /> X X .. X <br /> x F 1 x K <br /> x X l x x <br /> x x x <br /> X �Ix N } x x <br /> I!, K <br /> X X „K 8d @ 4" AT PERIMETER x x x MK -� / I �" „ 2x6 <br /> X x <br /> x SHEATHING ---1---. x K Project Title <br /> x OF NEW SHEA I G <br /> „ E 2x6 STUDS <br /> x x I x xx K <br /> �i4a X K i X X X <br /> X X x x „ K. <br /> X „I K 1 Y „ PER TYPICAL FRAMING DETAIL <br /> .�, x I I 8d @ 12" FIELD NAILING X 16d @ 6 X K <br /> X x X <br /> xX ;xx „ <br /> x I X K I x "'x x x ,x� x x x x „K -• A35 CLIP, TYP @ (4) PLACES • <br /> x 1xi x x x „ ► /1 <br /> XX xx 8d@4" xx XK X (E) SILLPLATE <br /> II x I 11 i <br /> �\� „ x <br /> x ix 1 / (E) SILL PLATE K D <br /> X XI <br /> X I 1 X 1X X X K <br /> III L, 16d @ 6" <br /> x X X % X X X x x: X X X. X X X X X x X X XXX X X X X X `---/x % % x X % <br /> (E) 2x6 16d @ 6" ADD 2x6 ALL AROUND ROUGH <br /> * Z <br /> OPENING FOR CONTINUITY OF (E) 16d @ 6" TO JOIST BLKG <br /> SHEAR WALL SHEATHING AND NAILING AT 2ND FLOOR ONLY (IW <br /> , <br /> 0 _ <br /> New Sheathing @ (E) Wall 2 (E) Window Infill & New Window Framing @ (E) Framing ROOF SHEATHING <br /> • _ > <br /> Scale: 3/4" 0" CD <br /> Scale: 3/4 = 1 -0 T �' L_ <br /> V J ( !i QO <br /> C - CD <br /> 2x4 STUDS ° . �' < NI <br /> - 00 <br /> ABOVE HEADER ------ <; O Q) al <br /> 1 — N ROOF FRAMING VARIES • — I Q <br /> PER PLAN Ct3 ` _i <br /> • <br /> 1 +—, icu <br /> -.14_, <br /> (E) ROOF FRAMING (VERIFY SPACING) HEADER PER PLAN, i <br /> m <br /> FLUSH TO INTERIOR CO <br /> CAI > <br /> (E) ROOF SHEATHING PANEL, NAILING NOT SHOWN L.L. <br /> N W <br /> 1: Project Information <br /> ROOF AREA WHERE SHEATHING IS TO BE REMOVED; <br /> REPLACE W/3/4" SHEATHING (MATCH EXISTING) Project No. 18-098-01 <br /> - 2x6 WALL, KING &TRIMMERS <br /> II (BEYOND) PER /I <br /> Checked By BB <br /> II <br /> II II iI <br /> I-�- Issue <br /> 2x4 WALL PER ARCH <br /> I II <br /> PERMIT SET 12/21/2018 <br /> 1 Fire Assembly Wall <br /> 8p �S CITY RESPONSE#2 05/31/2019 <br /> I I 0Scale: 1 1/2" = 1'-0" <br /> l 10d @ 4" EA ROOF SHEATHING <br /> I SIDE OF EDGE <br /> NAILING TO DIAPHRAGM - 1 <br /> 11 1 I7----_2x FLAT BLKG BOUNDARY(BN) <br /> I <br /> _ _ _ _ _I _ \DIAPHRAGM EDGE NAILING TO DIAPHRA 4 <br /> x " x x t /-11' <br /> Y x Y I Y 1 Y X Y x Y XIIY�Y ' Y ' Y L ^ Y Y J Y �X — <br /> S Y x x Lx DIAPHRAGM EDGES (EN) <br /> BOUNDARY x X x N <br /> _X x x x_ X _-x_X T '� ( -T"I- / 2x8 STUDS <br /> 'f I X x 1 i L I C �' ABOVE HEADER <br /> X 1 I X xl r X X x xx XI x ROOF FRAMING PER PLAN --- �� <br /> 1 _ I I DIAPHRAGM PANEL xi ►S x <br /> +— I " 1 x x x I I x xl xl 2x8 FLATWISE TOP & BOT <br /> x x x, xx I NAILING • <br /> X I SW BELOW - % x x x ko Xx xl xl DIAPHRA� Department Approval <br /> x I X (" 1 <br /> I I I EDGES <br /> X ; HEADER PER PLAN, <br /> x x NOTE 'A' xl XI x k)J x X XI <br /> I�'I / NAILING TO xl xl xl x xl x 1 FLUSH TO INTERIOR <br /> x 1 "1 =�,- �1 1 X DIAPHRAGM 1` X I ,d <br /> BOUNDARY(BN) x' x. x Ixl <br /> CITY OF EVERETT <br /> x1x YxYXY l xx - Hx �XYxY Y - x.x -x .- xYxY fall- - - ii xl ii i XI 1i REVIEWED FOR PERMIT <br /> - - - <br /> FIELD NAILING (FN) i x <br /> -; �r-- - - - � I I I I -I Ixl � I 1XI xl IX1 I <br /> TO INTERMEDIATE l l l 1 I 11 xi F 2x8 WALL, BEYOND <br /> a x (2) ROWS OF BOUNDA.l FRAMING MEMBERS I X X X X xl ., <br /> F- ! xl L 1 1 1 1 xl NAILING (BN)TO SH 'R <br /> z J_ IXI 'q xI X WALLS AND COLLEC •RS, <br /> Ix x x <br /> xi STAGGERED A34 1 <br /> :, :_. : , i \ <br /> COLLECTOR Sheet Title <br /> \ 1 � � I 11 � 1 2x6 WALL AT DOOR POCKET, <br /> 1 <br /> PER ARCH <br /> FLOOR OR JOISTS -- N. .� + [SW BELOW I STRUCTURAL <br /> II II I <br /> I II I <br /> WOOD DETAILS <br /> NOTES: NOTES: <br /> A. MINIMUM PANEL DIMENSION IS 24". WHERE REMOVED PORTION OF SHEATHING <br /> 1. BEARING AND SHEAR WALL INTERSECTIONS SHALL BE CONSIDERED DIAPHRAGM BOUNDARIES,TYP <br /> ENCROACHES INTO THIS MINIMUM DIMENSION, REMOVE PANEL BACK TO PANEL EDGE. <br /> C6) <br /> Plan @ Roof Sheathing Unblocked Plywood Roof Sheathing Layout Typical Door Pocket Wall Sheet Number <br /> Scale: 3/4" = 1' 0" \� Scale: 3/4" = 1'-0" 2 Scale: 1 1/2" = 1'-0" <br /> S 6 • <br />