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NOTES: <br /> 1.Verify all conditions in the field. <br /> 4° <br /> NEW 24 GAUGE EDGE FLASHING. <br /> SITE VERIFY AND CONFIRM <br /> APPROVAL OF MOCKUP WITH <br /> ARCHITECT PRIOR TO SEP\� STRINGER PER q° K I L B U R N <br /> NEW CONTINUOUS 24 GAUGE METAL FLASHING FABRICATION. @sEYFYO STRUCTURAL <br /> WITH%"HEMMED DRIP EDGE,PLANE TOPPING SLAB <br /> EDGE TO ACCEPT FLASHING TO PROVIDE Yt�EYE� q. ARCHITECTS LLC <br /> CONTINUOUS SLOPE TO DRAIN q° <br /> R <br /> NEW WATERPROOF DECK /NF/Fy0 j <br /> COATING PER SCOPE-INSTALL 4• <br /> PER MANUFACTURER'S T <br /> SPECIFICATIONS <br /> 4" 135 Lake Street South <br /> i �NF�E Suite 250 <br /> nd, <br /> { � HEM II rI ISOMETRIC OF �Yf Kirkland,WA 98033 <br /> TYP.SADDLE FLASHING <br /> BETWEEN STRINGER AND WALL Tel:206.682.5211 <br /> ©4012 KILBIIRNPRCHIIECTS.LLC <br /> AT EACH STRINGER,PROVIDE �� ISOMETRIC OF TYP.SADDLE FLASHING Fax:206.682.1403 <br /> EXTENSION OF FLASHING.SET IN I 1 ��� ! BETWEEN STRINGER AND WALL <br /> BED OF SEALANT,OMIT DRIP EDGE 1 <br /> (E)OR NEW DECKSHEATHING AT THIS SECTION. 1 � 1 �qQ <br /> www.ki Iburnarchitects.com <br /> PER STRUCTURAL <br /> 5I8"TYPE'X'GYPSUM BOARD -/ 1 \ <br /> /~ NEW SADDLE FLASHING PER 1-HOUR FLOOR 1 CEILING AT BREEZEWAY <br /> LANDING PER STRUCTURAL �// 101P I�� ISOMETRIC ABOVE WHERE <br /> STRINGER IS CLOSE TO WALL -DECK COATING 7302 <br /> E OR NEW DEC NEW SADDLE FLASHING PER <br /> (1 - 112 LIGHTWEIGHT CONCRETE REGISTERED <br /> FRAMING PER .)', ISOMETRIC ABOVE WHERE AT THE BASE OF EACH STRINGER, 1 -314'PLYWOOD FLOOR SHEATHING ARCHITECT <br /> 1. STRINGER IS CLOSE TO WALL \�� <br /> y CUT KERF ON TWO SIDES MIN. I ` -UNDERLAYMENT <br /> APPLY NEW WATERPROOFING \\ - <br /> NEWW.R.B �J UP TO AND INTO KERF.KERF SIZE: hq� H,TODD KILBURN <br /> 18"X 118'MIN.,114"X 114"MAX. STATE OF WASHINGTON <br /> HANGER PER STRUCTURAL \ \ <br /> s. l <br /> I <br /> RE-USEEXIST - t <br /> VENT esu \> <br /> I <br /> 1 <br /> T <br /> I <br /> c �F <br /> O J <br /> 518"TYPE'X'GYPSUM SOFFIT J <br /> STRINGER PER I <br /> WITH VENT TO MATCH STRUCTURAL I\�� <br /> EXISTING <br /> NEW i X CEDAR BEAM WRAP REMOVE AND REPLACE AS BEAM TY P NEW <br /> FLHING AT EW DRIP <br /> EDG <br /> AS <br /> REQUIRED(E)PRECAST CONC. LANDING ��I -2X10 JOISTS AT I6'O.C. <br /> EXISTING OR NEW CEDAR DECK FASCIA TREAD,TYP. \\ -518'TYPE'X'GYPSUM BOARD <br /> TO MATCH EXISTING AS REQUIRED \L- <br /> STRINGER PER STRUCTURAL w '4pa1 TYP.NEW 1 HOUR FIRE GA FILE NO.FC 5115 <br /> TREAD \ FLASHING <br /> © \\ 4^ J 4 AT BASE <br /> .1y9, OF WALL. <br /> ISOMETRIC OF TYPICAL LANDING ' �'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 Flashing at Top of Stair Stringer 3 Flashin at Bottom of Stair Stringer Floor 1 Ceiling Assembly at Breezway <br /> Scale:3"=1'-0" L Al <br /> Scale:N.T.S Scale:3"=1'-0" `+ Scale:l 1/2"=V-0" <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.ZL 11.17.2022 <br /> Details <br /> A-2.4 <br /> (D-KuU-CH1TECTS,LLC <br />