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APPROVED PLN ENG BLD BLD2021-1550+Architectural_Plan+11.12.2021_10.19.38_AM+2517429CHAMBRE CONDOS -CHIMNEY REPAIR SYMBOLS LEGEND 101 DOOR NUMBER ❑1 KEY NOTE FLOOR TYPE INDICATOR FA REFERS TO DETAIL NO. ON SHEET A901 / PARTITION TYPE INDICATOR OWALL 1 REFERS TO DETAIL NO. ON SHEET A901 T SYMBOL PER LEGEND ROOM ROOM NAME 100 ROOM NUMBER DRAWING NUMBER Al. 0 JSHEET NUMBER INDICATES LARGE SCALE PLAN SW-1 SHEARWALL - SEE SHEARWALL SCHEDULE TREVISION DELTA INDICATES WINDOW MARK —N INDICATES WINDOW IN NEW OPENING 1 SHEET NUMBER 4 A1.00 2 DIRECTION DRAWING IS VIEWED 3 DRAWING NUMBER INTERIOR ELEVATION DIRECTION DRAWING IS VIEWED DRAWING NUMBER A1. 0 SHEET NUMBER WALL SECTION / DETAIL / BUILDING SECTION #### STRUCTURAL HOLD-DOWN LOCATION / TYPE EXISTING WOOD STUD WALL - DEMO EXISTING WOOD STUD WALL TO REMAIN NEW WOOD STUD WALL FIRE RATED WALL - AS REQUIRED MASONRY CONCRETE WOOD STEEL :• GYPSUM BOARD PLYWOOD BATT INSULATION SCHEDULE OF DRAWINGS ARCHITECTURAL TS1.01 TITLE SHEET G1.01 GENERAL NOTES A1.01 EXISTING / PROPOSED SITE PLAN A3.01 EXTERIOR ELEVATION - SOUTH A8.01 ENLARGED PLAN & DETAILS A8.02 STUCCO DETAILS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE MODEL CODE INFORMATION NATIONAL CODES 2018 INTERNATIONAL BUILDING CODE - IBC 2018 INTERNATIONAL MECHANICAL CODE - IMC 2018 INTERNATIONAL FUEL GAS CODE CODE - IFGC 2018 INTERNATIONAL FIRE CODE - IFC 2019 UNIFORM PLUMBING CODE - UPC 2018 NATIONAL ELECTRIC CODE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 WASHINGTON STATE AMENDMENTS WAC 51-50 WASHINGTON STATE BUILDING CODE WAC 51-52 WASHINGTON STATE MECHANICAL CODE WAC 51-54 WASHINGTON STATE FIRE CODE WAC51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDS WAC 51-11 WASHINGTON STATE ENERGY CODE - 2014 EDITION WAC 51-13 WASHINGTON STATE VENTILATION AND INDOOR AIR QUAILITY CODE (WSVIAQ) WAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION ABBREVIATIONS "L" ANGLE CONST. CONSTRUCTION FDN. & AND CONT. CONTINUOUS FIN. q CENTER LINE CONTR. CONTRACTOR FLASH. O DIAMETER CORR. CORRIDOR FLR. # POUND CTSK. COUNTERSUNK FRT. ± PLUS OR MINUS CU. FT. CUBIC FOOT (E) EXISTING FT. D.F. DRINKING FOUNTAIN FTG. A.F.F. ABOVE FINISHED D.S. DOWNSPOUT FURR. FLOOR DBL. DOUBLE AB ANCHOR BOLT DEPT. DEPARTMENT G.I. ACST. ACOUSTICAL DEMO. DEMOLITION G.B. ACT CEILING TILE DIA. DIAMETER G.C. DIM. DIMENSION ADJ. ADJACENT, DISP. DISPENSER GYP BD. ADJUSTABLE DN. DOWN ALT. ALTERNATE DR. DOOR GA. ALUM. ALUMINUM DTL. DETAIL GALV. ANOD. ANODIZED DWG. DRAWING GLP APPX. APPROXIMATE ARCH. ARCHITECTURAL E.J. EXPANSION JOINT GL. ASPH. ASPHALT E.W.C. ELECTRIC WATER COOLER H.B. B.O. BOTTOM OF EA. EACH H.C. BD. BOARD ELEC. ELECTRICAL BITUM. BITUMINOUS ELEV. ELEVATION, H.M. BLDG. BUILDING ELEVATOR H.P. BLK'G BLOCKING ENCL. ENCLOSURE HDWR. BLK. BLOCK EQ. EQUAL HORIZ. BM. BEAM EQUIP. EQUIPMENT HT. BOT. BOTTOM EW EACH WAY HTR. BUR BUILT UP ROOFING EXH. EXHAUST EXIST. EXISTING IBC BTWN. BETWEEN EXP. EXPANSION EXT. EXTERIOR I.D. C.I. CAST IRON I.E. C.I.P. CAST IN PLACE F.D. FLOOR DRAIN IN. C.J. CONTROL JOINT F.E. FIRE EXTINGUISHER INSUL. C.J.F. COMPRESSIBLE F.E.C. FIRE EXTINGUISHER INT. JOINT FILLER CABINET C.T. CERAMIC TILE F.F. FINISHED FLOOR JAN. CAB. CABINET FIRST FLOOR JST. CB CATCH BASIN F.H.S. FLAT HEAD SCREW JT./JTS. CG. CORNER GUARD F.M. FACTORY MUTUAL CL. CENTER LINE F.O.C. FACE OF CONCRETE L. CLG. CEILING F.O.S. FACE OF STUD L.P. CLR. CLEAR F.R.P.P. FIBER REINFORCED L.S. CMU CONCRETE PLASTIC PANEL L.F. MASONRY UNIT C.O. CLEAN OUT LAM. COL. COLUMN CONC. CONCRETE LB. CONN. CONNECTION LIN. CONTACTS Owner: CHAMBRE CONDOS 555 WALNUT STREET EDMONDS, WA 98020 Architect : KVArchitecture Company 2002 224th PL NE Sammamish, WA Tel. 425.260.0413 Contact: Keir Vondruska, Architect Structural Eng: Juristiction: AWB Engineering INC 4742 42nd AVE SW Suite 312 Seattle, WA 98116 206.650.6396 dameyw@awbeng.com City of Edmonds Development Services Department 121 5th Ave N Edmonds, WA 98020 Tel: 425.771.0220 Fax: 425.771.0221 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Protect all catch basins from construction debris and sediment. DEFERRED PERMITS GC TO OBTAIN PERMITS MECHANICAL ELECTRICAL PLUMBING FOUNDATION LIQ. LIQUID PTN. PARTITION SYS. SYSTEM FINISH LT. LIGHT FLASHING LT. WT. LIGHT WEIGHT Q.T. QUARRY TILE T&B TOP & BOTTOM FLOOR QTR. QUARTER T&G TONGUE & GROOVE FIRE RETARDANT M.B.S. METAL BUILDING T. TOP, TREAD TREATED SUPPLIER R RADIUS, RISER T.G. TEMPERED GLASS FOOT M.O. MASONRY OPENING R.B. RESILIENT BASE T.O. TOP OF FOOTING M.R. MOISTURE R.D. ROOF DRAIN T.O.C. TOP OF CONCRETE FURRING RESISTANT R.L. RAIN LEADER T.O.M. TOP OF MASONRY MAS. MASONRY R.O. ROUGH OPENING T.O.S. TOP OF STEEL TOP GALVANIZED IRON MAX. MAXIMUM R.W.L. RAIN WATER CLOSET OF STUD GRAB BAR MECH. MECHANICAL T.O.W. TOP OF WALL GENERAL MEZZ. MEZZANINE RCP REFLECTED CEILING T.S. TUBE STEEL CONTRACTOR MFG. MANUFACTURING PLAN TEL. TELEPHONE GYPSUM WALL MFR. MANUFACTURER REF. REFRIGERATOR TEMP. TEMPERED BOARD MH. MANHOLE REIF. REINFORCING TYP. TYPICAL GAUGE MIN. MINIMUM REQ'D REQUIRED GALVANIZED MISC. MISCELLANEOUS RM. ROOM GYPSUM LATH MTD. MOUNTED U.L. UNDERWRITER'S & PLASTER MTG. MOUNTING S.0 SOLID CORE LABORATORIES GLASS, GLAZING MTL. METAL S.F. SQUARE FOOT U.N.O. UNLESS NOTED MULL. MULLION S.I. SQUARE INCH OTHERWISE HOSE BIB S.I.C. SUPPLIED & UTIL. UTILITY HANDICAPPED/ N.I.C. NOT IN CONTRACT INSTALLED HOLLOW CORE N.T.S. NOT TO SCALE BY CONTRACTOR V.B. VAPOR BARRIER HOLLOW METAL NO. NUMBER S.I.O. SUPPLIED & V.C.T. VINYL COMPOSITION HIGH POINT NOM. NOMINAL INSTALLED TILE HARDWARE BY OWNER V.T. VINYL TILE HORIZONTAL O.A. OVERALL S.I.V. SUPPLIED & V.T.R VENT THROUGH HEIGHT O.C. ON CENTER INSTALLED ROOF HEATER O.D. OUTSIDE DIAMETER BY VENDOR VERT. VERTICAL O.H. OVERHEAD S.J. SCORE JOINT VEST. VESTIBULE INTERNATIONAL O/ OVER S.M. SHEET METAL BUILDING CODE OCC. OCCUPANT(S) S.O.I.C. SUPPLIED BY OWNER W.C. WATER CLOSET INSIDE DIAMETER OPN'G OPENING & INSTALLED BY W.P. WATERPROOF INVERT ELEVATION OPP. OPPOSITE CONTR. W.R. WATER RESISTANT INCH S.S. SERVICE SINK, W.W.F. WELDED WIRE INSULATION P. LAM. PLASTIC LAMINATE STAINLESS STEEL FABRIC INTERIOR P.L. PROPERTY LINE S.V. SHEET VINYL W.W.M. WELDED WIRE MESH P.R.V. PRESSURE SAN. SANITARY SEWER W/ WITH JANITOR REDUCING VALVE SCHED. SCHEDULE W/O WITHOUT JOIST P.T. PRESSURE TREATED SECT. SECTION WD. WOOD JOINT, JOINTS PERP. PERPENDICULAR SHT. SHEET WIN. WINDOW PL. PLATE SIM. SIMILAR WS. WEATHERSTRIP, LENGTH, LONG PLMB'G PLUMBING SMS SHEET METAL WOOD SCREW LOW POINT PLYWD. PLYWOOD SPEC'D SCREW WSCT. WAINSCOT LANDSCAPE PNL. PANEL, PANELING SQ. SPECIFIED WT. WEIGHT LINEAR FOOT, PR. PAIR SST SQUARE LINEAL FOOT PROJ. PROJECT STD. STAINLESS STEEL Y.D. YARD DRAIN LAMINATE, PT. POINT STL. STANDARD STEEL LAMINATED STOR. STORAGE POUND STRUCT. STRUCTURAL LINEAL SUSP. SUSPENDED SYM. SYMMETRICAL 555 WALNUT STREET EDMONDS, WA 98020-3475 BUILDING INFORMATION CONSTRUCTION TYPE: EXISTING BUILDING FLOOR AREA: NUMBER OF EXISTING STORIES / HEIGHT: 2015 IRC OCCUPANCY TYPE: ZONING INFORMATION TAX PARCEL NUMBERS: ENGINEERING DIVISION APPROVED ll�ao_t 01 /04/2022 2018 IBC (TYPE V-B BUILDING) NO CHANGE 2 STORIES / 21'-0" R3 - PRIVATE RESIDENCE R1.5 00896900000100 - 00896900002100 APPROVED BY PLANNING o Jan 04 2022 City Of Edmonds .� Building Department o Work CHIMNEY RE--------------------- 1 --------------------------------- Address 55 S ` ------------------ -------------- Owner I Approved D / 2/ 1 �� Bu'ildin f icial Permi; Number BLD2021-1550 PROJECT DESCIPTION REPAIR OF EXISTING STUCCO CHIMNEYS TO INCLUDE REINFORCED FRAMING & NEW STUCCO FINISH LEGAL DESCIPTION TAX LOT # 00896900000100, Section 24 Township 27 Range 03 Quarter SW - CHAMBRE CONDOMINIUM - UNIT R-1 (AKA UNIT 1)TGW ASSIGNED PARKING & STORAGE, IF ANY, TGW UND 4.14% INT IN COM AREAS & FACS AS DESC IN DECL REC AFN199907010320 & AMD DECL REC AFN 200008080260, 200306200450, 200512210721 & 201311080181 VICINITY MAP FSITE Edmonds Ferry Terminal QNADIA S EVENING Q Main St 8 © Dress store 8 v Edmonds Landing a e Q r ,. _ The MARKET I Frances Anderson Center < Assisted Living a U.S. Bank Branch fishmonger & eatery Edmonds Library - Puget Sound Bird Fest ,( 0 Q © p Takeout �•. ©MainStreetKids Sno-Isle Libraries Preschool & Child Care 0 Edmonds Short Sales Dayton St Las Brisas © © ® D on St a Dayton St a Dayton St n to Takeout • Del,.e.. n ® Salish Sea Brewing ' D Go & Restaurant n ytaken t Blueprint Management 0 Maple St Maple st Q Maple St Maple St Ldrnonds Wastewater n Treatment M s. SS Framing. Inc e N Aid`" St CG Engineering - QVanity Lash Lounge Civil and Structural...9 y <' Beck's Tribute Center Aide, St A K st r p g m n Chase Bank© Beck Ln 555 Walnut St. 3 q Edmonds, WA 98020 W r a Walnut St Walnut St `b Walnut Street Coffee Edmonds Park to Takeout Apartments Pancake Haus 19 t akeoul 9 e Shelleberger Edmonds Bowl Q r+ati a Creek Ace Hardware Q Ddrvery 1 f I Ohana Hyperbarics a $emalrOM eCt t1 Howell way Howell Way © ;harging Station n © m Hamburger Harrys II N Takeout • Delivery Homeland or Edmonds City Park © ` Relaxing space Barkada Edmonds North Seattle N _th* Takeout • Dr6very Natural Medicine a,yxraUta n V Nern lock s s c n Hemlock way O Hemlock Way Hamloek Way ,�• Mortgage inity Mortgage Group//© Strategic Edge Partners 1 > ue+wayr�e 9 Terrain Traffic Transit More Go glQ \ \SemaConnec! ®Charging Stz Mao dale ezort Goaul. u"a.dSt _ Tr F .a s.-,d'ee&.d zooft. 0 z I— Lu rn H W IL N 0 N N 0 � ru =3 z U Q L L O (a U E O v W00 U U � � ca Q co -CO U WS N CU O E N t= O O U) V Y RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z `O 0 C) C) N z co O� O � Q> ~ w m � Q Z Q 3:0 Lo LO 2 U LOw TS1.01 GENERAL NOTES WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 2. ALL DIMENSIONS ARE TO FINISH WALL SURFACE OR CONCRETE AT NEW CONSTRUCTION 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION (2018) OF THE INTERNATIONAL BUILDING CODE AND SPECIFICATIONS AS PUBLISHED AND ADOPTED BY THE GOVERNING AUTHORITY. SHOULD A CONFLICT OCCUR BETWEEN THE IRC AND THE DRAWINGS, THE IRC SHALL GOVERN. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT VARY FROM THE DRAWINGS. 5. PROVIDE FIREBLOCKING, DRAFTSTOPS AND FIRESTOPS PER IRC REQUIREMENTS. 10. ALL WOOD EXPOSED TO WEATHER SUCH AS DECKS, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 12. UNO, ALL NEW INTERIOR WALLS ARE STANDARD 2 x 6 WOOD FRAME CONSTRUCTION @ 16" O.C. w/ 1/2" GYPSUM WALL BOARD. SEE SHEAR WALL PLAN / SCHEDULE 15. EXPOSED SEALANTS SHALL BE CONSTRUCTED WITH A BOND BREAKER AND DOW CORNING 795 SILICONE SEALANT, HIDDEN SEALANT JOINTS NOT EXPOSED TO THE EXTERIOR SHALL BE BUTYL SEALANT. 16. SELF ADHERING MEMBRANES SHALL BE THERAMFLASH 17. ALL BUILDING COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH CURRENT INDUSTRY STANDARDS. IF EXISTING CONDITIONS ARE FOUND TO BE NON -COMPLIANT WITH CURRENT INDUSTRY STANDARDS, THEY SHALL BE BROUGHT UP TO CURRENT INDUSTRY STANDARDS 19. INSULATION MINIMUM VALUES: ATTIC SPACE: R-49, VAULTED CEILING R-38, ABOVE GRADE WALLS R-21, INTERIOR BELOW GRADE WALLS R-21, EXTERIOR BELOW GRADE WALLS R-10, FLOOR INSULATION R-38, CONCRETE SLAB ON GRADE R-10 21. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, CITY CODES & ORDINANCES, INCLUDING ZONING 22. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.B.C. AS LISTED IN STRUCTURAL NOTES 23. COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION PER CODE 24. PROVIDE METAL NAIL STOPPERS ADJACENT TO ALL PLUMBING, ELECTRICAL AND DRYER VENTS 25. PLUMBING & ELECTRICAL - GENERAL CONTRACTOR TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING KING CO. & STATE OF WASHINGTON & CITY OFEDMONDS 26. GC TO VERIFY EXISTING CONDITIONS AND REPORT TO ENGINEER OF RECORD (E.O.R.) FINDINGS. w u) w L1 N O N r- N O ruZ3 z �z U In F 75; V O (6 U � 0 v W00 U U M m (6 >Q a U) (6 N M O F N O O (n I RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) 75 Z � 5� `\ M� C I V ' O 0 N Z � Co O c) U co w zCf) J 0 � Qz Q �O � _ L0 o U Low Gl .01 xrPf .\RnnRT—X—TItIP.dwn 2Edmonds Ferry Terminal a Ei Idm...IIIonas Landin9v ¢ O y5�5istM laving N U.S. Bank Brand IT v Q A Edmonds Short Sales Dayton St 1a s m (Edmonds Waslewater Treatment NADIA S grew:tore The I shMARKET amonger"eatery keou� • uelrary E� Las Brisas� Q B Nywo St Iakeou�CHiwrt Salish Sea Brewing / Co rc" Re slaurain J. SITE G �© Q Q Main St a E Frances Anderson Censer Library- Puget Bound Bird Fest Libraries O Main Street Kids Preschool "Child Care_ 13 Dayton St 131) tmn St Deynon N Blueprint Managemem O Wie si SS Framing 1. s ® A1ee1 Er CGWlfteenngQ `. QVemly Lh LO asVnge GWl and Sbuctural t Beck's Tribute Center Chase Bank© eawl�� 555 Welnul SC Edmonds. WA 99@D snnv wnene 5t wei�,n.n Walnut Street C©e Edmonds Park } Apartments pancake Heus p 1 ,p o Shelleberger Edmonds Bowl Hwir u, _ [ _ _ -Ace He odwarev Q --Creek - - - Chains Hyperbarlcs SemaConnect- erging Statim Hambuager Harry. II )' Q�7/ _ rn AeUnfklmrY _ 1 Edmonds Xom.one or 1 © - City Park . Barkada Edmonds QNorth Seethe 1 lakewitkive�v Natural Medicine Xemloa win Q M�llllo<. war Xa^'w*wa 0©, -indY Mortgage GroupQ SI ategic Edge PaMers, Go-gle Vicinity Map -.Oi� ( 0 N Site / Buildina Data ADDRESS: CHAMBRE CONDOMINIUMS 555 WALNUT ST EDMONDS, WA 98020-3475 JURISDICTION: CITY OF EDMONDS LOT AREA: 11,761 SFSF OR .27 ACRES YEAR BUILT: 1989 2018 IRC TYPE V-B BUILDING EXISTING SINGLE FAMILY RESIDENCE ZONING: RM1.5 SEWER SERVICE: PUBLIC WATER SOURCE: PUBLIC General Notes 1. CALL LOCAL UTILITIES BEFORE YOU DIG 2. CONTRACTOR RESPONSIBLE FOR POSTING ALL PERMITS ON SITE Legal Description TAX LOT # 00896900000100, Section 24 Township 27 Range 03 Quarter SW - CHAMBRE CONDOMINIUM - UNIT R-1 (AKA UNIT 1)TGW ASSIGNED PARKING & STORAGE, IF ANY, TGW UND 4.14%D INT IN COM AREAS & FACS AS DESC IN DECL REC AFN199907010320 & AMD DECL REC AFN 200008080260, 200306200450, 200512210721 & 201311080181 N89-59-10E 14-84' WALNUT STREET Z 1 - EXISTING / PROPOSED SITE PLAN SCALE11:10 0 5 10 20 30 1= 10 *ALL LOT LINES & DIMENSIONS ARE APPROXIMATE — ARCHITECT MAKES NO GUARANTEES AS TO ACCURACY y Lj Q Q0 w U) G W IL N 0 N N t 0 r a c� 0 �T Eo U E m o d y $ j `oy E na o �3 � 0 i jtg!;! 0�O L N � OE E T U � o O �z a..e L O (a U E WCID O v U U to f1 >Q t0 > Y M �1 N co E N O O U) CVV Y RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v / Z LOr- � tttttttt� M O O 0 N Z � 0o O I— U �Q LLI ry Z CO 10 Q Z �0 Lo U LOw A1.01 THIS DRAWING IS AN ARCHITECTURAL REPRESENTATION OF THE SITE, IT IS NOT A SURVEY. EXISTING CHIMNEYS TO BE REINFORCED PER STRUCTURAL DETAILS, PROVIDE NEW STUCCO FINISH — TYPICAL OF ALL CHIMNEYS EXISTING ROOFING TO REMAIN — REPAIR METAL FLASHING AS REQUIRED 1, 1. ALL EXISTING DOORS AND WINDOWS TO Ll IJ Lj\zLj] REMAIN L NA NA /N7 L1-\1 N/11 NI-L VN 1 - SOUTH ELEVATION - EXISTING / DEMO SCALE: 1 /8"=1'-0" 0 4 8 16 24 1= 8 ------------------ROOF LEVE 42' - 0" — - — - — - — - — - — - — - — - — - — -PLATE 29'- 0" --------------------Level 20' - 0" - — - — - — - — - — - — - — - — - — - — -- LevelL2 10' - 0" --------------------Level 0'-0" LLI U) LLI N O N I- N i O r,� z �z Q (2) a- > m UO C6 U E 0 LuCo U Z CD U U G) (a (a >Q (y) C) E L 0 Lo 0 Q cN > N /vM J - RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v / Z � 5� M� O O a N z 00 O 0' w Z) zU) oa 1 a Qz Q �O � _ � a U Low A-301 TRUSS BOTTOM ----- CHORD REPLACE EXISTING STUCCO SYSTEM REMOVE EXISTING WRB — REPLACE w/ 2 LAYERS GRADE D PAPER INSPECT EXISTING PLYWOOD, REPLACE AS REQUIRED - l (E) EXTERIOR 10 WALL A A801 1 - CHIMNEY PLAN SCALE:3/4" = V-0" 0 I In PROVIDE NEW STUCCO FINISH PER DETAILS 2X6 FLAT BLOCKING ALL SIDES 4'-0"O.C. ATTIC SPACE (8) 1-3/4"X5-1 /2" (2) LSL EACH CORNER CONTRACTOR TO SITE VERIFY CONDITIONS. IF VARIES FROM SHOWN CONTACT E.O.R. Required Fire Separations shall be maintained in accordance with original construction L---------------------------------------------------------------------------------------- 9 - STRAP DETAIL SCALE: 1-1/2" = 1'-0" SISTER LVL TOGETHER w/ 10d (0.131 X3") NAILS @ 6" O.C. — TYP CS16 STRAP FILL HOLES w/ 0.148 X 3-1/2" NAILS TRUSS BOTTOM CHORD LVL'S PER PLAN TRUSS TRUSS BOTTOM CHORD ----- REPLACE EXISTING STUCCO SYSTEM REMOVE EXISTING WRB — REPLACE w/ 2 LAYERS GRADE D 60 MINUTE PAPER INSPECT EXISTING PLYWOOD, REPLACE AS REQUIRE[} (E) EXTERIOR WALL 2 - CHIMNEY PLAN SCALE: 3/4" = V-0" 10 - STRAP DETAIL SCALE: 1-1/2" = V-0" \ PROVIDE NEW STUCCO FINISH PER DETAILS CD z w J O D_ IQ i� Ir- z 2X6 FLAT BLOCKING ALL SIDES 4'-0"O.C. 2'-0" o I N 10 (8) 1-3/4„X5-1 /2" A801 (2) LSL @ EACH SIM CORNER CONTRACTOR TO SITE VERIFY CONDITIONS. IF VARIES FROM SHOWN CONTACT E.O.R. SISTER LVL TOGETHER w/ 10d (0.131 X3") NAILS @ 6" O.C. — TYP (E) SUBFLOOR CUT AS NEEDED — MINIMIZE CS16 STRAP FILL HOLES w/ 0.148 X 3-1/2" NAILS LAG SCREWS PER SECTION (E) FLOOR JOIST (E) GYP BD. CEILING TO REMAIN FLOOR Lr- W J z J CD U N _ U IW Ln x W \ a- 10 N D O W � z z O 2X6 FLAT BLOCKING 4'-0" O.C. ALL SIDES PROVIDE FINISH, DETAILS (E) EX1 WALL F TO REh (E) FLOOR LEVEL 10 - CHIMNEY SECTION SCALE: 1" = V-0" E CHIMNEY HEIGHT TO REMAIN (4) 10d NAILS, TYP. FLAT BLOCKING POST TO POST 4'-0"O.C., ALL SIDES A �d, 38998 qo ONAL w U) w a. N 0 N N 0 If 2 z =3z s 20 to U E O W CID C� U U O CU M Q ca _M 'tCIA U)tt U N M O E N 70 No E LID O N fn It RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 75 Z `n M 0 C) C) O Z 00 d� O � Q> H > w 0� Z U) � 3:0 2 2 �w U � A-801 S H EAT 30#G BUILDI FRAMING HING RADE D xz NG PAPER2 LAYERS -7 20 GAUGE 1" ANIZED STEEL WOVEN FABRIC OR 2.5 Ib/sq XPANDED METAL TCH COAT COAT I RGY PRIMER I ONAL) I H COAT BR MIN. GALV WIRE yd E LATH SCRA & B SENE (OPTI FINIS 5 - STUCCO SYSTEM SCALE: 6 - STUCCO SYSTEM SCALE: FRAMING SHEATHIN STUCCO ` FASTENER WEEP SC FRAMING SHEATHING MINIMUM GRADE D BUILDING PAPER MIN. 20 GAUGE 1" GALVANIZED STEEL WOVEN WIRE FABRIC OR 2.5 Ib/sq yd EXPANDED METAL LATH SCRATCH & BASE COATS FINISH COAT CASING BEAD OR WEEP SCREED 10 - TERMINATION @ FOUNDATION SCALE: FRAMING SHEATHING MINIMUM GRADE D BUILDING PAPER 30# 2 LAYERS MIN. 20 GAUGE 1" GALVANIZED STEEL WOVEN WIRE FABRIC OR 2.5 Ib/sq yd EXPANDED METAL LATH FASTENER SURFACE MOUNTED CONTROL JOINT :: ■ 0 04 0 11:82offilI 9 •_I SENERGY FINISH COAT 7 - CONTROL JOINT SCALE: CORNER BEAD OR CORNER AID PFINIF()P(`FAAFNIT FRAMING - SHEATHING FASTENER STUCCO SY 11 - TYPICAL CORNER BEAD SCALE: w U) w IL N O N N O Z U Q L L O (a U E LUCID 0 v U U M Cu co Q co co t 4- "t Y N m E N 0 oU)VY RECEIVED Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V ) Z Lo M O 0 N Z 100 0 U �Q w 0. Z VJ Co J 0 C G a Z Q �0 Lo Lo 2 0 U Low A-802