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NOTES: <br /> 1.Verify at conditions R the tell. <br /> NEW 24 GAUGE EDGE FLASHING. <br /> r <br /> SITE VERIFY AND CONFIRM u <br /> APPROVAL OF MOCKUP WITH <br /> ARCHITECT PRIOR TO •1NY STRINGER PER q <br /> NEW CONTINUOUS 24 GAUGE METAL FLASHING FABRIC.OTIOf1 QIF. STRUCTURAL KILRURN <br /> VATHY•HEMMED DRIP EDGE,PLANE TOPPING SLAB <br /> EDGE TO ACCEPT FLASHING 70 PROVIDE FABRICATION. <br /> �� ARCHITECTS LLC <br /> CONTINUOUS SLOPE TO DRAW 0,— I <br /> " II�� i <br /> NEW WATERPROOF DECK F�[0``� <br /> COATING PER SCOPE•INSTALL q. <br /> PER MANUFACTURERS m <br /> SPECIFICATIONS 4. 0.111111411111111111111141 <br /> 101 / <br /> �E��O X � 1351ake Street South <br /> 0 <br /> {' r \ HEM �\` ISOMETRIC OF .4E Kirkland,WA 98033 <br /> I TIP.SADDLE FLASHING <br /> 1 BETWEEN STRINGER AND WALL Tel:206.682.5211 <br /> III�111 <br /> ®zmwaax wort[crs,uc ^p AT EACH STRINGER,PROVIDE I <br /> TA <br /> IljI _ EXTENSION OF FLASHING.SET IN I ISOMETRIC OFTYP.SADDWALASHING <br /> (E)ORNEWDECKSHEATHWG IIIIIII eEDOFSEALMIr.OMITDRWEDGE I BETWEEN STRINGER AND WALL Fax:206.6errhke3 <br /> PER STRUCTURAL / IIIIIII` AT THIS SECTION. I `\i �k•9[( /\ ssww.kahurmrchi[ec[s.com <br /> u1 f \ NEW SADDLE FLARING PER 1-HOUR FLOOR I CEILING AT BREQEWAY <br /> 111. <br /> LANDING PER STRUCTURAL ��/ 1 I �/E OR NEW DECO III STRINGER IS CLOSE TOE .DECK COATING <br /> () :H `I --'T—NEW SADDLE FLASHING PER I STRINGERINCLOSETO WALLFRMBNG PER ',A I ISOMETRIC ABOVE WHERE I •T Ur LIGHTWEIGHT CONCRETE 7302 IM1CHTECT Y::�'•.•• • IAT THE BASE OF EACH STRINGER, I ` •VC PLYWOOD FLOOR SHEATHING ARCHITECT 4111 d STRINGERISCLOSETOWALL , I ``I`� <br /> CUT KERF ON TWO SIDES MIN. I \ -UNOERLAYMENT <br /> _ I APPLY NEW WATERPROOFING <br /> i I '- ILBURN <br /> �'JUP TO AND INTO KERF.IO:RF SIZE: I IYgR111141h11 118'X 1/8'A8N,1/4'X/N'MAX I I \ STAITETODO*KASLWIDYOH <br /> IIlIIII HANGER PER STRUCTURAL I I \\ 1 <br /> Q RE-USE EXISTING <br /> Iul- V L <br /> VENT Iul LIMO ' I <br /> SAY T1PE'X GYPSUM SOFFIT Bu III I ®YR �1 jallior <br /> STRINGER PER <br /> WITH VENT TO MATCH STRUCTURAL 1 I� <br /> EXISTING ' :• :. 1-1-' <br /> NE I MAR BEAM WRAP REMOVE AND REPLACE AS ~-BEAM <br /> EDGE FLASHING AT <br /> REOUWEO(E)PRECASTCONG LANDING \ I J I -2X10 JOISTS AT IS'O.C. <br /> EXISTING OR NEW CEDAR DECK FASCIA TREAD,TYP. -518'TYPE'X GYPSUM BOARD <br /> TO MATCH EXISTING AS REQUIRED \�i� „ I <br /> uo <br /> \ I <br /> STRINGER PER STRUCTURAL ®0p9a,: `TREAD- \\ q'• I �•NEW IHOUR FINE GA FILE NO FC 5115 <br /> FLASHING <br /> \ ) AT BASE <br /> O*G'\\\\ / .tHQ• OF WALL <br /> ISOMETRIC OF TYPICAL LANDING �' y'ISOMETRIC OF TYPICAL NEW FLASHING UNDER FOOT OF <br /> EDGE AT TOP OF STRINGER BASE OF STRINGER STRINGER <br /> ® Stair Landing Edge at Top of Stair Stringer O Flashing at Top of Stair Stringer O Flashing at Bottom of Stair Stringer O Floor/Ceiling Assembly at Breezway <br /> Scale:3"=1'-0' Scale:N.T.S Scale:3"=1'-0" Scale:1 112"=1'-0" I <br /> Olin Fields Apartments <br /> Deck Repair <br /> 10115 Holly Dr. <br /> Everett,WA 98024 <br /> Release Date <br /> permit 09.15.2022 <br /> REV.n 11.17.2022 <br /> P71 <br /> Details <br /> ET ®4 <br />