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APPROVED BLD-BLD2021-0252+Architectural_Plan+2.12.2021_8.12.52_PM+2046828GENERAL ABBREVIATIONS AB. ANCHOR BOLT EL ELEVATION O.F. OUTSIDE FACE OBI. ABOVE ENG. ENGINEER O.H. OPN'G OVERHANG OPENING ADD, L Wou. AOOTIONAL AGJACENT EO. EQUAL OEM. ORIEIITATE(WN) ALT. LTE ARNATE E.S.EACH EXIST. SIDE EXISTING P.A POST ABOVE 0 RX. ARCH. APPROXNATE ARCHDECTURAL EXT. FFE EXTERIOR FINISHED FLOOR CLEVAMOR P.B PAR. POST BELOW PARALLEL O A. At BOTTOM FRB. END. FABRIC.AINN FOUNDATION PEEP. PL. PERI'CNOCUTAR PLATE BEL SLOG. BELOW A.N.N FIN. FUG FINISHED) FIANCE GET. REF. OUAMTY REFERENCE BNDRY. B.O. BOUNDANY BOTTOM OF... FLA. F.O. FLOOR FACE OF... REOD R.O. REQUIRED ROUGH OPENING ARM M. RUGGE(ING) BEARING FRM'G F.S. FRAMING FAX SIDE SCALD. SHT. SCHEWIE SHEET B/W CART. BETWEEN CANNIEINISID) FTC. GB FOOTING GRADE BEAM SIM. SAW. SIMILAR SKEWED) CG CL CENTER OF GRAVITY CENTERLINE CARD. - GRADE GYPSUM WALL BOARD SEC. SO. SPACING SQUARE CIA. COL CLEAR COLUMN NOR. "On. HEADER HORIZONTAL M. STBU STANDARD SLAGGER CONN. CONST. CONNECTION CONSTRUCTION LF. INT. INSIDE FACE HTE90R STAFF. Sr- SUFFERER STEAL CAM. CAN. CON HUMS COUNTERSINK AST. K JOIST KIPS (I- POUNDS) STRUC. SYN. STRUCTURE(AL) SYMEMICAL DBL W, OIL DOUBLE DIAMETER IT. LF. LATERAL UNEAL FEET T. THRD. TOP THREADED) NAG. OVPX. do DIAGONAL BIAPHRAGM DITTO (DU OVER) MAT'L N.B. M.D. MATERIAL MACHINE BOLT (A307) M10-DEPM TWAY. F.O. HUNT TOM AWAY TOP OF... 1RANSVMSE D Gwc. DEPTH OUMNG MFR. ML YANUFACMRER WEE M. UK TYPICAL UNIFORM BUILDING CODE OWL (E) DOWEL SAW NG MEMBER (N) N.. NEW WEWBER NEAR SIDE U.N.O. VENT. UNLESS OHERWSE NOTED VERTICAL TEAR E.F. EACH EACH FACE N.T.S. O.C. NOT TO SCALE ON CENTER VFY. W/ YERIFY WM W.P. WORK POINT CONCRETE & MASONRY ABBREVIATIONS C.I.P. CAST IN PLACE DIED. EMBED(OMENT) P/T POST TENSIONED CJ. CONTROL JONT IT. JOINT RENT. PD.P.R.E. NO COMIC. MASONRY UNIT LT. W. LIGHT WEIGHT STIR. STIRRUP CONC CONCRETE uAS. MASONRY WAR WELDED MAE FABRIC E.J. EXPANSION JOINT P/C PRECAST CONCRETE STEEL ABBREVIATIONS B.F. RACED FRAME CP COMPLETE PENETRATION oxG IFG NORROXTA LOrvG LEG VOTICA Wf5 X-STG WELDED iNIF.ADEO STUD ERN, STRONG GA GAGE GAL, GALVANRED IFF DUNS HONENT RESISTING FRAME WELDED HEADED STUD RX-STG DOUBLE EXTRA STRONG HSB HIGH STRENGTH BOLT WOOD ABBREVIATIONS B.N. BOUNDARY NAIL NOR. HANGER P.T. PRESSURE MEAT(ED) CAM. CAMBEA(ED) d PENNY ((NAILS) L.S. LDCR. LAG SCREW IEDGER SHTG SS SHEATHING SELECT SERU RAL D.F. DOUGLAS OR E.H. EDGE NAIL F.N. FACE NAIL LSL LVL KYWG. TIMBER STUND BEAN YICROLAW BEAM PLYWOOD Taut TO T.N. TONGUE ANO GROOVE TRUSS JOIST M"- 11 NAIL ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SNA E BE 'STRONG -TIE' BY SMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2020. MUNAIENT DEVICES BY OTHER MANUFACTURERS MAY RE SO FUND. PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SMALL BE INSTALLED IN ACCORDANCE WON THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS. PUCE ON -HALF OF ME NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER ME HEADS AND NUTS OF ALL BOLTS AND IAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAZIS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND ME SAME CNAOE (WINIWM) AS MEMBERS CONNECTED. 20. ALL WOOD FRAMING MANS - ME FOLLOWING APPLY UNLESS OMERMSE SHOWN ON ME PLANS. A MINIMUM NLONG REQUIREMENTS UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 a ME I.B.C. C. PROVIDE DOUBLE AST UNDER ALL PARALLEL PARTRKINS THAT EXTEND OVER MORE MAN HALF ME JOIST LENGTH AND DOUBLE JOINT REAMS AND DOUBLE JOISTS EACH SON OF ALL OPENINGS IN ROOKS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCADON OF All OPENNGS WITH ARCHITECTURAL AND MECHANICAL ORAWINGS. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE MD POSTS THROUGH FLOORS TO SUPPORTS NOW. Q. ALL POSTS TO CONTINUE DOWN TO FOUNDATON U.N.O. TYPICAL NAILING SCHEDULE CONNECTION COMMON OR BOX NAILING 1 - JOIST TO SILL OR GIRDER, TOENAIL -3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END ---------------- 2 - 8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL ----16d ® 16" O.C. 4. TOP PLATE TO STUD, END NAIL--------------------2 - 16d 5. STUD TO SOLE PLATE -------------------- 4 - 8d TOENAIL OR 2 - 16d END NAIL 6. DOUBLE STUDS, FACE NAIL------------------16d ® 24" O.C. 7. DOUBLE TOP PLATE, FACE NAIL ---------------- i6d ® 16" O.C. 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL-------- 2 - 16d 9. CONTINUOUS HEADER, TWO PIECES 16d ® 16" O.C. ALONG EACH EDGE 10. CEILING JOISTS TO PLATE, TOENAIL -------------------- 3 - 8d 11. RAFTER OR TRUSS TO PLATE, TOENAIL ----------------- 3 - 8d 12. BUILT - UP CORNER STUDS ------------------ 16d ® 24" O.C. 13. BUILT - UP GIRDER AND BEAMS --------------- 16d ® 12" O.C. 14. SOLID BLOCKING TO SUPPORTS, TOENAIL 16d ® 12" O.C. 15. POST AND BEAM OR GIRDER CONSTRUCTION ------- PROVIDE POSITIVE CONNECTION AGAINST UPLIFT AND LATERAL DISPLACEMENT TYPICAL NAILING SCHEDULE SHEAR WALL SCHEDULE MARK SHEATHING PANEL EDGE FRAMING PANEL EDGE NAIL (STAGGERED) FASTEN DOUBLE TOP PLATE TO FRAMING ABOVE BOTTOM PLATE ATTACHMENT BOTTOM PLATE NAILING TO FRAMING BELOW 1 1/16" PLY. or O.S.B. ONE SIDE 2, STUD Ed 0 4"o.C. SEE DETAIL 3S2 OR 6S2 16d 0 4"o.c. 2 7/16" PLY. or O.S.B. ONE SIDE 3x STUD 8d 0 3"o.C. SEE DETAIL 192 16d 0 3"o.c. SHEARWALL NOTES: VD! SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1 , CATE, SHEAR WALL CAPACITY (IDS./ft.) BNd --% 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. SOLD BLOCK All UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 4. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 5. STAGGER EDGE NAIUNG AT ABUTTING PLYWOOD EDGES. 6. USE 8d (2 1/2' X 0.131E COMMON NAILS) 7. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d 0 12"o.c.. 8. PROVIDE SOLD BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN UNDER ALL SHEAR WAILS Install per manufacturers specifications. Have all manufacturer documentation on site. City Of Edmonds Building Department Work KITCHEN AND LIVINGROOM REMODEL Address 7619 LAKE BALLINGER WAN Approved Dale D � � /L 1 Building ON1IaIi v PWIMit NumOBF' - - - BLD2021- _252_ 9. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 10. SEE GENERAL STRUCTURAL NOTES SHEET SI. GENERALPPLSTRUCTURALUNLESS SHOWN OTHERWISEN NOTES THE FOLLOWING Aa) THE PLANS. REMOVE WALL ALONG GRID OF AND 9ETYJEEN GRID O AND GRID O a) REMOVE WALL ALONG GRID O AND BETMJEEN GRID © AND GRID O R) REMOVE WALL ALONG GRID©8 AND BETWEEN GRID EO AND GRID O am I. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ME DRAWINGS, SPECIFICATIONS, AND ME INTERNATIONAL BUUOING CODE (I.LC) (NIB MARGIN). 2. DEENN CRAFTER, ROOF LOVE LOAD ....... ....... 25 PSF FLOOR LIVE LOAD (wSD6N6I) ......... b PSF ROOF DEAD LOAD ................. IS PS FLOOR DEAD LOAD ................. IS PS, .NO ....................... 110 MPH (3 SEC. GUBF) C%POSIIRE 'C" EARTHOUANE ................... SEISWC USE GROUP I. IRA CLASS 0 ALLOWABLE SOIL PRESSURE ........... I500 PSF (Ncluml FIRM or compcAN fill) SOILS ENGINEER OR WRITING OFFICIAL YEAR 3. STRUCNRAL O&MINGS SHALL BE USED IN CONJUNCTION MM ARCHTECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SUll VERIFY DIMENSIONS AND CONDITIONS FOR COMPADBITY AND SHALL NOTARY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORN. 4. CONTRACTOR SHAM PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WHEN ME PLANS. 5. CONTRACTOR SHAM BE FEIGN IRE FOR ALL BOUND SAFETY PRECAUTIONS AND ME METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR -IN AND CHANGES SHALL BE SUBMITTED IN WRONG TO ME ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL AN AL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGE SHOWN ON SHOP DRAWNGS ONLY WAIL NOT SATIETY THIS REQUIREMENT. 7. GRAMM INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONOTIONS ARE NOT SPECIDCALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USEO, SUBJECT TO RENEW AND APPROVAL BY ME ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL. SYSTEMS WHICH ARE TO SE COMPoSM OF COMPONENTS TO BE na0 ERECTED SHALL BE SUPERVISED BY ME SUPPLER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WIN INSTRUCTIONS PREPARED BY ME SUPPLIER. A. INSPECTION: EXPANSION BOLLS. THREADED EXPANSION INSERTS, AND EPDXY AN NO INSTALLATIONS SHA L BE SUPERVISED IN ACCORDANCE MAIN 2018 IBC AS RED IBM BY ME PERMIT ISSUING AGENCY AND ME PROJECT SPECNCATIONS BY A QUAUFIEO TESTING AGENCY OESIGNAEU BY THE ARCHITECT OR ENGINEER. ME ANCNFECT A10 STRDCNRA ENGINEER SMALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST XESULM. 11. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF F'c = SHOW PSI AND MO SHALL CONTAIN NOT LESS MAN 5 1/2 SACKS OF CEMENT PER CURIO YANG AND NO MORE MAN 8 C.OF WATER PER SACK OF CEMENT. CONCRETE DESIGN IS BASED ON A CONCRETE SMENGM OF is = 2500 AM ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENMAINEO MTN AN AIR -ENTRAINING AGSM CONFORMING TO I.B.L. ME AMOUNT SMALL AS AFL 1/- IX BY VOLUME. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f< = SHOD Ad. 12. AEIWORCINC STEEL SHALL BE GRADE 60. Fy = 60000 Mi. I& CONCRETE PROTECTION (COVER) FOR REINFORCING MEL SHALL. BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ............................ 3' ' IA. BOLTS SHALL CONFORM TO AWN A307. EXPANSION BOLTS SNALL BE "PAUBOLT" OR APPROVED EQUAL INSTALLED IN SIRICI ACCORDANCE WIN THE MANUFACTURER'S PUBUSHM RECOMMENDATIONS. t5. ALL HARD AIIE. BOLTS. NUTS. WASHERS, AND NAILS IN CONTACT WITH PRESSURE TRUTED WOOD SHALL BE NOT DIP GALVANIZED. an� d V o q y�y�� VoM.1 O E L� W NOQp19 OPmww II O � F;mmp a MM n¢°oD JAN 27, 2021 FOR STRUCTURAL A-r Azi uD..j.- 3 W Q D 3m IrZ wD Zin D Z J = Q N DI Q w3 Y J W m_Z D � O W 16. FRAMING LUMBER SHALL BE NIIN CRIED OR MC-15�, AND GRADED AND MARKED IN CONFORMANCE WIN W.C.LB. STANDARD GRACING RULES FDA WEST CGAST LUMBER , LATEST RDNION. FORNISH M THE FOLLOWING MINIMUM STANDARDS: OWED LAMINATED BEAMS (29 - WTI REVISINING BY PAAAUULI (PEL) (211E) 7. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR DOE IN CONFORMANCE WIN I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THKKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR TH CKINESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. B. ALL WOOD PLAEN AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SE PRESSURE -TREATED MM AN A.W.P. A. APPROVED PRESERVATIVE. APPROVED OBTAIN ELECTRICAL PLANS MUST BE PERMIT FROM ON JOB SITE STATE LABOR & INDUSTRIES RECEIVED I S 1 IOFB Cl OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2x6 STRONG 16d NAILLS BACK / ® 12" o.c. 2x 6 BRA/ A35 CLIPS Nr� 2x6 STRONG BACK 2x6 BLOCKING TYP. ABOVE SHEAR WALL W/ U26 HANGERS EACH END. ,2x6 BRACE / CLOCK RAFTERS A35 CLIPS ON ONE SIDE & LTP4 ON THE DBL. T PLATE OTHER SIDE TYP. L--PROVIDE ONE "V" BRACE 8'-0" o.c. ABOVE SHEARWALL OR DRAG SHEARWALL STRUT PER PLAN SHEARWALL PERPENDICULAR �1 TO (E) COLLAR TIE RAFTERS PER PLAN N „LL --K __STUDS PER PLAN PLY. EDGE NAILING PER BOTTOM PLATE NAILING SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE PYWOOD � /—�—FLOOR JOISTS 2x SOLID BLOCKING UNDER SHEARWALL PLWOOD SHEARWALL PER PLAN STUDS PLY. EDGEANAILING-------PER SHEA BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE DOUBLE JFLOOR PLYWOOD BELOW SH FLOOR JOISTS SHEAR 2-2x STUDS PER HOLOOWN SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ 10d x 2 1/8° LONG COMMON NAILS EDGE NAIL PLYWOOD TO EACH DOUBLE STUD (TYP.) SHEAR WALL 2-2x STUDS ELEVATION PER HOLOOWN MST HOLDOWN AT FLOOR %1 PLYWOOD PER PLAN TO EACH DOUBLE STUD. SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ 10d x 2 1/8' COMMON NAILS J BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PLY. EDGE NAILING FLOOR BEND STRAP BEAM OR DBL AROUND BEAM JOIST PER PLAN L = STRAP LENGTH ROOF PLYWOOD E) COLLAR EXISTING COLLAR TIE RAFTER BRACED PER SKI A35 CLIPS PE ® 12" o.c PLYWOOD EDGE NAILING PER SHEAR WALL SCHEDULE STUDS PER PLAN PLYWOOD PER SHEAR WALL SCHEDULE INTERIOR SHEAR WALL PARALLEL TO ROOF TRUSSES NEW 2X6 BRACE NAIL EACH END TO RAFTER AND CEILING JOIST W/ 5— I6d NAILS AS SHOWN. EXISTING COLLAR TIE RAFTERS S K 1 RECEIVED Feb 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF PLYWOOD (E) COLLAR EXISTING COLLAR TIE RAFTER BRACED PER SKI ® 16" O.C. TO TOP PLATE EDGE NAILING _ / (3) 16d EACH END PLYWOOD SHEAR WALL PER SHEAR WALL SCHEDULE INTERIOR SHEARWALL 4) MST HOLDOWN AT FLOOR �1 I INTERIOR SHEAR WALL �G1 TO FLOOR BELOW PARALLEL TO ROOF TRUSSES 1. - z�._ SZ R yr .'ruAoq L.. IVOT�Z-;'5O t-� 1 Z . N � �uU�N m � l o � V�f®Y�►C. ����-fib FEB 102021� A. Y..� Nkh;�// FOR STRUCTURAL AT AT REMODEL SEE SEE SCOPE OF WORK SON SHEET S1 J W 0 0 W N Q � W 3rn Z Uw0 E7 }_ z Z_ to J z J = W Q U] m � ® w ?� 1n In z 0 0 W �o N w u3 3: J RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al OF4 n 1, _...�.z.'�t�`: __. Gc�/��_f�,, a�- c.� _ 5?2v c,-rt/'fa r•+��.... _ pt o 7�..� ___ or�i __ S_ d�-�? _ __ a_ t __ _ _ _ 1 /� r3 a Vim Pan- D e.7'i1 tL-. 2 S 2 On— 1 q` AIZ �01 �I'6" N mom FEB 10, 2021 FOR STRUCTURAL AT AT REMODEL SEE SEE SCOPE OF WORK ON SHEET S1 J W W LL � I.i.! LiWo Z z zE9 JZ WQ= in En Lu ulJ � Z W 0 O � UJ 3: Wtt J RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2 or4 t■-■-■-■--■� iKITCHEN RANGE HOODS' IARE REQUIRED IN ALL DOMESTIC KITCHENS. ■ ' HOODS CAPABLE OF I I EXHAUSTING MORE ■ ■ THAN 400 CFM REQUIRE I I MAKEUP AIR. IRC M1503 ■ ■ 11 p, -'2yc -To R AL Ha-r,�f lLuc."�4 (� - 7_ __S..l..._._ ___ __ 357 ,0r hex �R Pb Sc M ✓l i 1 �c o ' Ae2-ri A L- Roof--, FR AM I H G- Dfi �l �i4°t•�..-. l�itF-- 3. rl4x c�4 T'c. 5 t�5 F+ w/k" TY PLC Pef)-- ;�rHelz WA-u, 5u4,zo u p - X —�C i 1-� D� G �+'Z�' S• M i)- L.&: A d T H Or— 5;WA--ate,. �f-�E clby-/ to w"Y- q-so,VC CoUkTD? 4'-0" MIN. NOTE: STUDS ---"- SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS AND SHEARWALLS. ELEVATION TYP. TOP PLATE SPLICE FEB 10, 2021 FOR STRUCTURAL AT AT REMODEL SEE SEE SCOPE OF WORK ON SHEET S1 ..�.1 W 0 2: I.i. tD N W� 0► Ll VY W. L7 Z ❑ F. z Z J L7 _z W4 m❑ = C) Wu W v En 0D Z W❑ �a 2 (X W ul �pA 3: W J RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A 0F4 m Vc--rL/e&L- M 0 -rZ-!-> W Atito IL - - - - -------- iz w 0� Z ED w 13 z ED 73 z En f w j'j ® Q ui IT Ln Z 13 77 RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A40F 4