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APPROVED BLD PLN RESUB3 BLD2023-1509+Architectural_Plan+3.22.2024_12.46.34_AM+4150518Paper Size : 24x36_Arch-D VICINITY MAP A -SITE 9212 192ND PL SW, EDMONDS, WA 98020 192nd ST SW 1 93rdP�� � � w w •Q Q Mrs Bowens � °' Waffle house w a Starka Massage Mobile &Studio THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DE516N LLG B C D 9212 192ND PL SW, EDMONDS, WA 98020 GENERAL NOTES ABBREVIATIONS 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED ADJ ADJUSTABLE /ADJACENT NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED ALT ALTERNATE JAN JANITOR WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. AFF ABOVE FINISH FLOOR JB JUNCTION BOX 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE ALUM ALUMINUM JST JOIST SPECIFIED. L ANGLE JT JOINT KIT KITCHEN 3. DRAWINGS ARE NOT TO BE SCALED. CONTACT "KB PRO DESIGN" FOR RESOLUTION OF ANY CONFLICTS OR DISCREPANCY. ANOD. ANODIZED LF LINEAL FOOT 4. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN FULL. AGT ACOUSTICAL CEILING TILE LTG LIGHTING 5. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THIS DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND � AT MAT'L MATERIAL MAX MAXIMUM ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. BLDG. BUILDING MEGH MEGHANIGAL MED MEDIUM 6. ALL DIMENSION LINES ARE TO FACE OF GWB. AND CENTERLINE OF COLUMNS AND BEAMS, UNLESS OTHERWISE NOTED. BLK'G. BLOCKING MEZZ MEZZANINE MFR 7. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE CONTRACTOR SHALL NOTIFY "KB PRO DESIGN" AND MAKE NO REPAIRS WITHOUT APPROVAL. BM BEAM MANUFACTURER 8. GENERAL CONTRACTOR RESPONSIBLE FOR ALL CUTTING AND PATCHING. B/S BUILDING STANDARD MISG MISCELLANEOUS THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL MTD MOUNTED 29. CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. GAB CABINET MTL METAL 10. CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS AND CONDITIONS —ANY DISCREPANCY BETWEEN PLAN AND ACTUAL CONDITION IS TO BE BROUGHT TO GIRL CIRCULATION THE ATTENTION OF "KB PRO DESIGN" FOR RESOLUTION. GLR CLEAR OR CLEARANCE N/A NOT APPLICABLE 1 1. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO "KB PRO DESIGN" IN WRITING FOR REVIEW GL6 CEILING NIG NOT IN CONTRACT AND APPROVAL. GL CENTERLINE NO NUMBER 12. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP GOL COLUMN NOM NOMINAL DRAWINGS AND APPROVALS. GONG CONCRETE NTS NOT TO SCALE 13. THE CONTRACTOR SHALL APPLY AND SECURE ALL OCCUPANCY, SEWER, STORM, WATER, ELECTRICAL AND OTHER PERMITS EXCEPT BUILDING PERMITS. GONST GONT CONSTRUCTION CONTINUOUS OG ON CENTER CONTRACTOR SHALL PAY ALL NECESSARY FEES AND POST BONDS REQUIRED. GOORD COORDINATE OPN'G OPENING 14. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY GPT CARPET OPP OPPOSITE INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH GT CERAMIC TILE EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN PERP PERPENDICULAR EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE DET DETAIL PL PLATE OR PLASTIC SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE DIA DIAMETER LAMINATE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DIM DIMENSION PLYWD PLYWOOD DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT DN DOWN PNL PANEL FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO "KB PRO DESIGN" FOR REVIEW AND APPROVAL. DR DOOR PR PAIR —15. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH DWG DRAWING PROP PROPERTY ADJACENT FINISHES, SUBJECT TO "KB PRO DESIGN" APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH PT PAINT EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS EA EACH PRACTICABLE, AND SHALL BE APPROVED BY "KB PRO DESIGN" AND OWNER PRIOR TO INSTALLATION. EL ELEG ELEVATION ELECTRIC R RB RADIUS RESILIENT BASE 16. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR ELEV ELEVATION OR ELEVATOR RFGR REFRIGERATOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. EN ENAMEL REINF REINFORCEMENT FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQ EQUAL EXIST EXISTING REQ'D REQUIRED EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE FF FACTORY FINISH REV REVERSE OR BENISON PROPER CONDITION TO RECEIVE THE FINISH INDICATED. FIN FINISH RM ROOM 17. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY OWNER AND FLR FLOOR RO ROUGH OPENING " K B PRO DESIGN ". FLUOR FLUORESCENT 18. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1 /4" IN 10"-0". THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY FOIL FURNISHED BY OWNER SG SOLID GORE CONDITIONS THAT DO NOT MEET THIS STANDARD. INSTALLED BY SECT SECTION 19. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR 5HT SHEET 20. GLAZING IDENTIFICATION LABELS ARE TO REMAIN ON ALL GLAZING UNTIL THE INSULATION INSPECTION IS COMPLETE. SIM SIMILAR 21 . ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF FT FOOT /FEET SM SHEET METAL INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. FTIG FURNISHED BY TENANT SQ SQUARE 322. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND INSTALLED BY CONTRACTOR STD SUSP STANDARD SUSPENDED REPLACED UNLESS NOTED OTHERWISE. FURN FURNISH /FURNISHINGS 23. INSPECTOR SHALL MAKE ANY FIELD MODIFICATIONS DEEMED NECESSARY IN ORDER TO MEET MINIMUM BUILDING CODE REQUIREMENTS. GA GAUGE TELE TELEPHONE 24. ANY DEVIATION IN CONSTRUCTION FROM APPROVED PLANS REQUIRES PRIOR REVIEW AND APPROVAL FROM THE CITY. GALN GALVANIZED TEMP TEMPERED 25. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION GL GLASS /GLAZING THERMO THERMOSTAT VENTS SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF GOULUMNS. GWB GYPSUM WALL BOARD TYP TYPICAL HDW HARDWARE VAR VARIES HM HOLLOW METAL YGT VINYL COMPOSITION TILE HT HEIGHT YEN VENEER HNAG HEATING VENTILATING AIR PERT VERTICAL CONDITIONING VWG VINYL WALL COVERING IN INCH W WIDTH INGAD INCANDESCENT W/ WITH INGL INCLUDE W/O WITHOUT INSUL INSULATION I WG WALL COVERING City Of Edmonds Building Department Work REMODEL Address 9212 192ND PL SW Owner QUIROGA Approved Date 4/01/2024 Building Official � �� Permit Number gLD2023-1509 ALL WORK SUBJECT OBTAIN ELECTRICAL APPROVED TO FIELD PERMIT FROM INSPECTION FOR STATE LABOR & PLANS MUST BE CODE COMPLIANCE INDUSTRIES ON JOB SITE I- - - - - - - - - - - - - - - - - - - - - I I A separate plumbing permit is required I ' for this project. Obtain a separate I � plumbing permit from the City of I Edmonds. I A APPROVED BY PLANNING ����� � ��G�S2a� Apr 09 2024 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. THESE DRAWINGS ARE THE SOLE PROPERTY ENERGY CREDITS REQUIRED 3 CREDITS SELECTED CREDITS PROPERTY TYPE R PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 1.3 R402.1.1 w/ THE FOLLOWING MODIFICATIONS: EFFICIENT VERTICAL FENESTRATION U=0.28 BUILDING 0.5 CREDITS FLOOR R-38 ENVELOPE SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE OPTIONS SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 2.4 AIR LEAKAGE COMPLIANCE BASED ON R402.4.1.2: CONTROL AND 2.0 CREDITS REDUCE THE TESTED AIR LEAKAGE TO O.6 AIR EFFICIENT GRANGES PER HOUR MAXIMUM AT 50 PASCALS VENTILATION ENERGY STAR RATED GA5 OR PROPANE WATER HEATER WITH A MINIMUM UEF OE O.ql 5.3 EFFICIENT WATER I.O CREDITS (WATER HEATER MODEL: PROLINE XE ULTRA -LOW NOX HEATING INDOOR 120,000 BTU CONDENSING NATURAL GAS TANKLESS WATER HEATER) TOTAL SELECTED 3.5 CREDITS CREDITS !♦ ENERGY CODE PRESCRIPTIVE PATH REQUIREMENTS FOR GROUP R OCCUPANCY AND CLIMATE ZONE 5 � MARINE 4, PER TABLE R402.1.2, IEGG 2018 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 MARINE 4 FENESTRATION U-FACTOR B 0.28 SKYLIGHT e U-FACTOR 0.50 CEILING R-VALUE e 4�i WOOD FRAME WALL ea R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE �� WALL R-VALUE 10/15/21 INT+5TB SLAB °� R-VALUE � DEPTH 10, 2 FT. LEGAL DESCRIPTION EDMONDS SEA VIEW TRACTS BLK 000 D-OI - TH PTN LOT 53 DAF BEG NW GOR SD LOT THSELY ALG N LN IOOFT TPB THGONT SELY TO NE GOR TH S TO SE GOR LOT 53 TH NWLY TAP WH 15 I�iOFT SELY FR SWLY GOR TH NLY TO POB. PROJECT DESCRIPTION THE GIVEN PROJECT ENTAILS A PARTIAL REMODELING OF BOTH THE LOWER AND UPPER LEVELS, CREATING A RECREATIONAL AREA, AND MAKING ALTERATIONS TO THE EXISTING SPACE. IN TOTAL, A SUBSTANTIAL AREA OE 1,571 S.F. IS UNDERGOING RENOVATIONS, WITH 188 S.F. DEDICATED TO THE LOWER LEVEL AND 1,383 S.F. TO THE UPPER LEVEL. THE EXISTING KITCHEN ON THE LOWER LEVEL IS BEING EXTENDED AND TRANSFORMED INTO A NEW AND COMFORTABLE RECREATIONAL ZONE, FOLLOWING THE LAYOUT OUTLINED IN THE PLAN A/A2.1. THE KITCHEN ON THE UPPER LEVEL WILL BE REORGANIZED, AND A NEW PANTRY WILL BE ADDED. THE CEILING STRUCTURE ABOVE THE GARAGE WILL BE LOWERED TO THE SAME LEVEL AS THE MAIN HOUSE. SEE SECTION A-A/A4.1. THE EXISTING WALLS AND ROOF ABOVE THE GARAGE WILL REMAIN AS IS. THE AREA ABOVE THE GARAGE WILL BE REDESIGNED AS S+-IOWN ON SHEET A2.4. IT'S IMPORTANT TO NOTE THAT THERE WILL BE NO EXTENSION BEYOND THE EXISTING SURFACES. 2018 I.B.G. INTERNATIONAL BUILDING CODE GENERAL INFORMATION PARCEL NUMBER 00434600005301 ADDRESS Q212 IG2nd PI SW, Edmonds, WA Q8020 ZONING R5-12 PROPERTY TYPE RS LIFE LOADS: ROOF --------------------------- FLOOR-------------------------- 25 PSF 40 PSF WIND---------------------------- SEISMIC CATEGORY------------ 85 MPH GLASS D2 EXISTING AREAS LOT SIZE 20, 4-i3 S.F. / 0.47 AG EXISTING LOWER LEVEL GARAGE (UNHEATED) BASEMENT (HEATED) 2, 33b I , 080 I, 256 EXISTING UPPER LEVEL (HEATED) 2,33b S.F. TOTAL EXISTING HEATED AREA 3,5g2 S.F. EXISTING HOUSE FOOTPRINT 2,388 S.F. EXISTING AREAS REMODELED LOWER LEVEL I88 S.F. UPPER LEVEL 1,383 S.F. TOTAL EXISTING AREAS REMODELED 1,5-i1 S.F. DRAWING INDEX SHEET DESCRIPTION EV. NO ARGHITEGTURAL AO.O COVER SHEET I, 2, 3, 4, AI.O SITE PLAN 2, 3, A2.0 EXISTING AND DEMO PLAN LOWER LEVE 2, 3, A2.1 NEW PLAN LOWER LEVEL 2, 3, 4, A2.2 FLOOR FRAMING AT UPPER LEVEL 3, A2.3 EXISTING AND DEMO PLAN UPPER LEVEL 3, A2.4 NEW PLAN UPPER LEVEL I, 3, A2.5 ROOF FRAMING PLAN 3, A2.6 FOUNDATION PLAN A2.7 ROOF PLAN 3, A3.0 WEST ELEVATION (FRONT) 3, A3.1 EAST ELEVATION (REAR) 3, A3.2 NORTH AND SOUTH ELEVATION I, 3, A4.0 BUILDING SECTION I, 2, 3, 4, A4.1 BUILDING SECTION I, 2, 3, 4, A4.2 BUILDING SECTION 3, 4, A5.0 RGP LOWER LEVEL I, 3, 4, A5.1 RGP UPPER LEVEL 2, 3, Ab.O DETAILS I, 3, PROJECT CONTACTS DESIGN KB PRO DESIGN 2018 I.E.B.G. INTERNATIONAL EXISTING BUILDING CODE PROFESSIONAL Contact :Owen K. 400 NW Gllman Blvd #171, 2018 I.R.G. INTERNATIONAL RESIDENTIAL CODE ISSAQUAH, WA g802-i P: (425) 414-4264 2018 I.M.G INTERNATIONAL MEGHANIGAL CODE E: owenC�kbprodesign.com 2018 WASHINGTON STATE ENERGY CODE CONTRACTOR Green Bullt NW W,uiroga 2018 UNIFORM PLUMBING CODE IBb04 7bth Ave EDMONDS, WA �i802b 2018 INTERNATIONAL ENERGY GONSERNATION CODE P: (20b) 2-f4-g226 EDMONDS MUNICIPAL CODE E: fablan®greenbuiltnw.com CITY OF EDMONDS ZONING 16N ZG'ATfD MA"'RAT BE �'ROD�ED IN ANY WAY WITI�Z3�JJT-TF-IE-EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG E RESUB Mar 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 41 �t N O cv CV m W (� 0 k:\projects\k23\k23-013gbnwedmonds-remodel\arch\k23-013al-site plan.dwg D r m m 0 or _� II m i o �' m o IV ♦^ o N V/ ANC 0 ��� N CJt � r O 00 �� _� O � � � � � � C1 C� C17 D � � C � rn � �� � � o � o�� � � ^^D � UJ �� � � o zrn � rn �C�i rnrn rn rn N � N� � o N � m m O i< z z► rn X � � � � m Cn � CAI � r z rn Qz � � z � o� � � ^^ UJ � � � � z /� II u rn II � D 0 �+ N � N �' rn � � � � m i \ , �BA� ---- 83gS 2g 3 28�2 4. �6 � S 28S `30 ° 2�4.55 SET REBAR W/CAP, LS 46876 ZaS�� COL OFFSET 1 00'N <p rt� � p r X � G1 � � -a O X � � �i rtt � -U O X � G� � � X � G� � X � G1 � a z p N rn 3 3 � � ni � 3 � 3 r�i 3 � � rn � � 3 3 3 � rn O 3 3 �n C7 to rn � 3 3 cr � N � N z � � � � � rn � z ni � � � �n � rn z rn A z G1 T y �n N n �G m o � D � Z � m � m Dr m D � � n � � o o s N Z T O D � UJ °e 0� c�rr -1 � � CP N � � � � _ O N � U,1 N � � � Q� 0' N ON �. 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I � i 9 LLJ - �,�' 295.5 PER CITY _; 20,610± S.F. � 30 I x � � ,� RECORDS � �4�± ACRES) C�J I �O - SS � _ � LQ I `L�' � 294.38 294.39 � ��,\\ ,'' �'' a o ! 30 d- 5 5.7' �' °' M o I ' ---------- � o , /N------- r------------ oo' ' -- � � Z 6 � I ----- 1X7.3' � �; / I --. - � CLF FENCE ° � °"P A i -- -- ,,� END 0.9'E ,'' I � � I �� � o� o�'� FENCE I ��� �,� � �� RE=316�13'� � °sue a o�,o°. 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Wo 30, 302.07 h i S w � � � I ry i � 2 ti' i � s � �`° o �� ��� � � � ; IN FF=293.84 � o I .� s ,�o ' O O I ico i�W SS . �500.8 �"`� OyA 00� 01 O,�`��' SS ;EBAR W/CAP, � � LS 46876 A OFFSET 1.00'S �°1 °yp OF PROP COR 301.5 ELEV:300.55' �, 30�.47 DROP CLF FENCE END 0.7'SE 8c 0.3'SW OF PROP COR goo �� � �o - SS � i °� N5'�O 0`L• ca0 ' � � a �. � � 9 °� 99 � G ATE � � o � E A V E ,,'' � ° `�o��, � �' ��O Q ,'' B L D G 308.5 �� ` 0.5 S W �,' �ooa �/ � G� � i ,� OVERHANG ,__,' 69 °S 9 TE, x '�=� FAN c E - ,,,,__- 9 �\ X ,, ��� ,� I O O• 7 SS ODc � �j ��� (n ,y'� � E P P �28 �,o�' V �/ � , y I ,'' � �� 2 � � ,' � . moo, 2e x , �' ,�� a o ,-' o �� _,,---�� 9 � � '�� 301.90 ss � 09 � '' n h7 �\ ,� ,- �� \ I � � ;�°�� 302.13 Ss 303.38 ,� " � X�` ''� � �, APPROX. HOC. OF � � CITY SIDE SEWER PER ,, ,,' " �; 306.22 \ ���- � 3 303.45 ss �' � ' � 00 CITY RECORDS (TYP) -� � P����� ' ��'' ' �� s Oyp � � � W N �� i i W'V WV �' WV �, Zg8 ��I I �� N of rn FOUND BRA`. IN IRON PIP 1�`�® 298.52 IV Z rn Y] C� �� N N SM � � RIM= - IE(NV� IE(E)= IE(N) SET REBAR N LS 46876 ELEV: 294.20 APPROX. PSE REC� m PLOT DATA: 3.21.2024 Paper Size : 24x36_Arch-D 2 7 A A EXISTING AND �rni F� pia„ _ �,_n„ THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DE516N LLG B C D k u� m mJ m R �V DEMO PLAN LOWER LEVEL B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG - I --- I ---�F- I �� I � -- � --- REMOVE DASHED DOORS, WALLS, CEILING TILE � GRID, FIXTURES, TYP. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR DEMOLITION REQUIREMENTS RELATED TO ELECT. AND MEGH. SCOPE OF WORK. 2. ALL EXISTING DOORS, RECITES, FRAMES, AND HARDWARE DESIGNATED TO BE REMOVED, SHALL BE SALVAGED FOR RE -USE TO THE MAXIMUM EXTENT POSSIBLE AND PRACTICAL. 3. SALVAGE AND REUSE, TO THE MAXIMUM EXTENT PRACTICAL, ELECTRICAL DEVICES SUCH A5 OUTLETS, SWITCHED, BOXES, A.V. CONTROLS, SENSORS, THERMOSTATS, ETC. 4. EXISTING SURFACES AND FINISHES SHALL BE PATCHED, REPAIRED, AND FINISHED TO MATCH EXISTING SURROUNDING SURFACES. REPLACEMENT AND REPAIR FINISH MATIERIALS SHALL MATCH EXISTING WHERE EVER PRATIGAL. RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 31 4 �t N O cv N m W Ca O THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG Paper Size : 24x36_Arch-D 3 r� � ,n A EXTERIOR FINISHING PER OWNER WATERPROOF MEMBRANE (TYYEK TYP.) PLYWOOD 2x @ Ib" O.G. / U.N.O EEXTERIOR WALL FULL HEIGHT DINTERIOR WALL FULL HEIGHT CINTERIOR WALL FULL HEIGHT BINTERIOR WALL FULL HEIGHT EXTERIOR FINISHING MATCH EXISTING WATERPROOF MEMBRANE (TYVEK TYP.) PLYWOOD R-21 BATT INSULATION L 2xb @ I b" O.G. / U.N.O CWB AEXTERIOR WALL FULL HEIGHT WALL TYPES B �� (E) DOOR r>=l r� X �� (E) -DOOR SIZE " ��(E) -WINDOW SIZE " f� 1�Q7 x HT � (E) WINDOW (N) SLIDING DOOR PER OWNER r��mx�� (N) -DOOR SIZE " —�(N) -DOOR SIZE " (W i^JD X HT (N) O.H. DOOR PER OWNER G�%� G�%� (N) BIFOLD DOOR PER OWNER (W l^u x t�— (N) -DOOR SIZE " O'� (N) HINGED DOOR PER OWNER (W w� x +�— (N) -DOOR SIZE " k u� m mJ m NEW PLAN LOWER LEVEL (D � �� (N) POCKET DOOR PER OWNER H=�(N) -DOOR SIZE " 11 (N) HINGED DOUBLEDOOR PER OWNER (N)WDx� (N) -DOOR SIZE " (N) -WINDOW SIZE " (WWDx� (N) WINDOW BY OWNER 0 (E) EXTERIOR CONCRETE WALL 0 (E) EXTERIOR FRAME WALL 0 (E) INTERIOR WALL 0 (N) INTERIOR WALL PER WALL TYPE 0 (N) EXTERIOR FRAME WALL PER WALL TYPE A � �� B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG E DETAIL X DETAILS Ax.Y SHEET NUMBER X ENLARGED PLANS /DETAILS A1.2 � � `---' ��y� REVISIONS W E NORTH DIRECTION S OX --� WALL TYPE dOTE: FINISHING TYPE AND COLOR OF INTERIOR SIDES OF CEILING, WALLS AND FLOORING TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. I. RESUB Mar 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTE: LOWER FLOOR NOT BE USED �S P�DU 0 2 4 8 12 w E � 31 4 �t N O cv N m W (� O 2 7 A A B U _< U -< U C' U THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DE516N LLG SHEARWALL SCHEDULE MARK SHEEATING STUDS END STUDS TOP PL SILL PL NAILING 1) SHEATING TOP PL BOT PL SILL PL TO FND A � 05B 2x6 ®Ib 2- 2xb 2- 2xb 2xb 8D ®� UNBLKD I6D ®b I6D ®6 � AB ®48" O.G.�� B � OSB 2xb ®Ib 2- 2xb 2- 2xb 2x6 8D � � BLKD I6D ®b I6D ®b � AB � 48" O.G.�� G � OSB 2xb ®Ib 2- 2xb 2- 2x6 2xb SD � � BLKD IbD @ 4 I6D @ 4 � AB ®24" O.G �� D � 05B 2xb ®Ib 2- 2x6 2- 2x6 2xb SD � � BLKD I6D � 4 I6D � 4 � AB ®24" O.G ** E � OSB 2x6 � 16� 2- 2xb 2- 2xb 2x6 8D � � BLKD IbD @ 4 I6D @ 4 � AB ®24" O.G �* * 3xb ©PNL JT �� w/ 3x3x� WASHER ff EMBED 7" r..�n.i FLOOR FRAMING AT UPPER LEVEL AND SHEARWALLS BELLOW UPPER LEVEL �r.ni F� ��a�� _ �,_n„ B I � I THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG HOLD DOWN I NONE 2 M5TG28 1540# 3 M5TG40 3080# 4 M5TG52 4b20# 5 MSTGbb 5860# b DTTZ2 �" PAB4-8 ABOLT 2145# 7 HDU2-SD52.5 �" 55TBI6 ABOLT 3075# 8 HDU4-5D52.5 �" 55TBIb ABOLT 45b5# � HDUS-5D52.5 g" 55TB20 ABOLT 5b45# 10 HDUB-5D52S 8" 55TBIb ABOLT 6�765# II HDUII-5D52.5 I" PABB-II ABOLT �i335# PLAN KEYNOTES J-1 EX/ST/NG: ZxIO DF#2 ®l6" O.G. B-1 EXIST/NG B-2 EXISTING B-3 EXISTING: 4xlO B-4 2- 2x10 DF#2 B-5 3- 2x10 DF#2 HU HGR B-b 2- I�"xq�" LVL HHUS HGR B-� b�"xl2" CLB TRIPLE STUD H-I 2- 2xb DF#2 H-2 5�"xa�" 2.2E P5L H-3 2- 2xb DF#2 5W-I CONCRETE 5W-2 A-b 5W-3 B-b 5W-4 A -I I. SHEAR WALL GALLOUTS THUS A-2 A REFERENCES THE SHEATING AND NAILING, REFERENCES THE HOEDOWN AND ANCHOR. 2. ALL I�IAILS.AR.E GOMMODI 51ZE5. .. .� ., .. .. .. .. .. .. .. .. .. O�� --� la � �' �� � �,�C'C 14900 ��k' c�``�' �,psO�A� � ��� RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 31 4 �r N 0 N m Ca O Paper Size : 24x36_Arch-D 2 7 A A THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B C D () J------ �—��� BRE#3 I ���-=i�� —�l I I;�II�II I �l`- _I l_ _lj L-------�— -- REMOVE EXISTING--'� I __ PLUMBING �'�, ;' KITCDHEN �--- REMOVE --� REMOVE --� �,,81 I a�7 6�e" EXISTING �`� EXISTING �� I I EQUIPMENT �� EQUIPMENT I I -- � — _ I I--------_�cir z���-_ I I i i i I ����� (�1 I ,� o �D ;, ' () ', ry � \ - I �--REMOVE FIRE • PLACE o !�J I ���� ��- DOWN I I I I I �4 � II � I I I -- `O�'� �-sx��e" r�l E I, � LIVIN OOM ��-� II II II '`. I I � I II ��� II I �Q () I I I BRE#2 � 31 (i=J 3'—llSc4'-7" (>=J 3'—ll x4'-7" (� 3'—ll x4'-7" f�l 6'-95c3'-9' EXISTING AND DEMO PLAN UPPER LEVEL �rnl F� � call _ � I_nll B I � I THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG I I I I I I I I li Il L I - _ _ - D CL ET I------�------ '"------�------� I I IIII------�------ I I;I; _ ;_ � —� � I� g XX XX gXX X�� �Cx g _____ _____ la I I I IIIII�------;------1 j \ II IiiiF------i------i � II I �'` I I liiil ___I I I �__ I IIIr I------� I IIII I ------'---- I I Ily --- � --1 I fl�,j I ' I I I I ; i I I I I I I I � I I I I I I I I II ------�------ � MASTDER BR r------I------� I I I C- ; I ' ------I------i-� I I I I I I I�--REMOVE %f EXISTING STAIR I � I I I I I I I I I I I I I A I ---DOWN k m — � --- I --��F— REMOVE DASHED DOORS, WALLS, I �� CEILING TILE � GRID, FIXTURES, TYP. -- � --- I. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR DEMOLITION REQUIREMENTS RELATED TO ELECT. AND MEGH. SCOPE OF WORK. 2. ALL EXISTING DOORS, RECITES, FRAMES, AND HARDWARE DESIGNATED TO BE REMOVED, SHALL BE SALVAGED FOR RE -USE TO THE MAXIMUM EXTENT POSSIBLE AND PRACTICAL. 3. SALVAGE AND REUSE, TO THE MAXIMUM EXTENT PRACTICAL, ELECTRICAL DEVICES SUCH A5 OUTLETS, SWITCHED, BOXES, A.V. CONTROLS, SENSORS, THERMOSTATS, ETC. 4. EXISTING SURFACES AND FINISHES SHALL BE PATCHED, REPAIRED, AND FINISHED TO MATCH EXISTING SURROUNDING SURFACES. REPLACEMENT AND REPAIR FINISH MATIERIALS SHALL MATCH EXISTING WHERE EVER PRATIGAL. /'-3 „ 2'-O"� -�-- I I I I I I I _ I ____ E_ __ _��_ __ _ � N Ire--�i i III li i W � � III li i � � III II ; ul III ILL--JI I O n- �� Irr--11 I � III li i � u I ��= III I III l �L--JI I �/v ■ M r------ � -------------- I I ; � I I I I l I I I i D �`. i IIIII j CL ET L___`- ___ -_J #------- I pi I I III' I � I REMOVE EXISTING--' III �j. PLUMBING III I REMOVE EXISTING REMOVE EXISTING--,� PLUMBING PLUMBING `. r r-------� r---- � � I I I I I ( L _ I I I I PI ���---- I I I I I I I I � L-- � --J L-- � --J .; � y. - � � ,� `�;%' REMOVE EXISTING PLUMBING •�. �`. ��. .� :� .; �% (D) CLOSET RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 31 4 �t N O cv N m W Ca O THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG Paper Size : 24x36_Arch-D 2 7 A A B �� (E) DOOR f1=1 � x (E) -DOOR SIZE " ��(E) -WINDOW SIZE " f� 1�Q7 x HT � (E) wlNDow (N) SLIDING DOOR PER OWNER (1=JNtbx� (N) -DOOR SIZE " —�(N) -DOOR SIZE " (WWDXHT (N) O.H. DOOR PER OWNER G�%� G�%� (N) BIFOLD DOOR PER OWNER (W l^u x t�— (N) -DOOR SIZE " O'� (N) HINGED DOOR PER OWNER (W w� x +�— (N) -DOOR SIZE " NEW ACCENT WALL NEW UPPER PLAN �r.nl t=� � ia�� - � �_n�� B I � I THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG (D � �� (N) POCKET DOOR PER OWNER H=�(N) -DOOR SIZE " 11 (N) HINGED DOUBLEDOOR PER OWNER (WWvx� (N) -DOOR SIZE " (N) -WINDOW SIZE " (WWDx� (N) WINDOW BY OWNER 0 (E) EXTERIOR CONCRETE WALL 0 (E) EXTERIOR FRAME WALL 0 (E) INTERIOR WALL 0 (N) INTERIOR WALL PER WALL TYPE 0 (N) EXTERIOR FRAME WALL PER WALL TYPE E DETAIL X DETAILS Ax.Y SHEET NUMBER X A1.2 � ---� ENLARGED PLANS /DETAILS � ��y� REVISIONS WQ/n\)E NORTH DIRECTION S OX --� WALL TYPE �GFI-2 GFI OUTLET NOTE: FINISHING TYPE AND COLOR OF INTERIOR SIDES OF CEILING, WALLS AND FLOORING TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. RESUB Mar 22 2024 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 31 4 �t N O cv N m W (� O �f� � 12 � 13 A A EXISTING 01/ERFR�FH -.. FF ill - � �_r THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B SHEARWALL SCHEDULE MARK SHEEATING STUDS END STUDS TOP PL SILL PL NAILING 1) SHEATING TOP PL BOT PL SILL PL TO FND A � 05B 2x6 ®Ib 2- 2xb 2- 2xb 2xb 8D ®� UNBLKD I6D ®b I6D ®6 � AB ®48" O.G.�� B � OSB 2xb ®Ib 2- 2xb 2- 2xb 2x6 8D � � BLKD I6D ®b I6D ®b � AB � 48" O.G.�� G � OSB 2xb ®Ib 2- 2xb 2- 2x6 2xb SD � � BLKD IbD @ 4 I6D @ 4 � AB ®24" O.G �� D � 05B 2xb ®Ib 2- 2x6 2- 2x6 2xb SD � � BLKD I6D � 4 I6D � 4 � AB ®24" O.G ** E � OSB 2x6 � 16� 2- 2xb 2- 2xb 2x6 8D � � BLKD IbD @ 4 I6D @ 4 � AB ®24" O.G �* * 3xb ©PNL JT �� w/ 3x3x� WASHER ff EMBED 7" HOLD DOWN I NONE 2 M5TG28 1540# 3 M5TG40 3080# 4 M5TG52 4b20# 5 MSTGbb 5860# b DTTZ2 �" P�B4-8 ABOLT 2145# 7 HDU2-SD52.5 �" 55TBI6 ABOLT 3075# 8 HDU4-5D52.5 �" 55TBIb ABOLT 45b5# � HDUS-5D52.5 g" 55TB20 ABOLT 5b45# 10 HDUB-5D52S 8" 55TBIb ABOLT 6�765# II HDUII-5D52.5 I" PABB-II ABOLT �i335# PLAN KEYNOTES T-2 55 � 24" O.G. T-3 XISTING: RAFTER GOLL�R TlE �FMING H-I 2- 2x6 DF#2 H-2 2- 2x6 DF#2 H-3 3�"x�" I.SE PSL H-4 2- 2x6 DF#2 H-5 2- I�"xq�" LVL DBL JACK STUD SW -I CONCRETE 5W-2 A-b SW-3 B-b 5W-4 A -I 1 NOTES: ► I. SHEAR WALL GALLOUTS THUS A-2 A REFERENCES THE SHEATING AND NAILING, 2 REFERENCES THE HOEDOWN AND ANCHOR. 2 2. ALL NAILS ARE COMMON SIZES GL.Lif GL.I it GL.I if GL.I A GL.I ii GL.I ii RAMING PLAN & SHEARWALLS BELLOW ROOF B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG O�� --� a �� �' �� � �,�C'C 14900 ��k' c�``�' �,psO�A� � ��� RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 3 3 4 Ca 0 Paper Size : 24x36_Arch-D � f� � 12 � 13 A A d THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B C D 15 A6.0 ���� O� Y �0�� FOUNDATION PLAN �� = 1'-0" B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG (E) CONCRETE FOUNDATION AND WALL (N) CONCRETE FOUNDATION AND WALL PER PLAN ;ISTING FOUNDATION O�� � � � �. �. �'' � � �L 1A49pp��� �� - ,� �, .. cl�1G RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E � 4 �t N O cv N m W (� O R Paper Size : 24x36_Arch-D 1 12 1 13 A A O W NEW ROO �rni F� pia„ _ �,_n„ THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B C (�) I�00� FDGE F PLAN B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG EXISTING ROOD NEW ROOD RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E 31 4 �t N O cv N m W (� O R THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG Paper Size : 24x36_Arch-D EXISTING ELEVATION ���x�}N1 DEMO ELEVATION �/ TfT �J //'1 �I DEMO DOOR AND WINDOW NEW ELEVATION (FINISH SAME A5 EXISTING) NEW ELEVATION (EXTERIOR FINISH PER OWNER) NEW ELEVATION (ROOF FINISH SAME AS EXISTING) B EXISTING AND DEMO WEST ELEVATION (FRONT SCALE: 1/4" = 1'-0" 324.5q' MAXIMUM STRUCTURE HEIGHT ALLOWED O +, ELOW EXISTING CEILING 302.10') F.F. UPPER LEVE! ggSq' AVERAGE EXIST GRAD �, �� ��i �� ��i �� ��i �� �: ��� LINE OF JUNCTION BETWEEN EXISTING AND NEW ROOF NEW ACCENT WALL PER PLAN NEW WEST ELEVATION (FRONT SCALE: 1/4" = 1'-0" B C U z X NEW REINFORGI STUDS / 2-2X6 DF#2 6'-8" OG MAX L KING STUD ®WINDOWS INSTALL IOR TO i REMOVING FLOOR MIND C NEW REINFORCING STUDS 2-2X6 DF#2 6'-8" OG MAX DBL KING STUD � WINDOWS INSTALL PRIOR TO REMOVING FLOOR FRAMING - �-- - - -- -, - -- -- --- --- 1 I i - - _ - J EGRESS NEW FILL O � IN WALL - L -- -1- -- -, THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG C E 2 0 2 4 8 12 NEW REINFORCING STUDS 2-2X6 DF#2 6'-8" OG MAX DBL KING STUD @WINDOWS INSTALL PRIOR TO REMOVING FLOOR FRAMING NEW FILL IN WALL /1 � ■ ;: • ��. 324.5q' I I MAXIMUM STRUCTURE � II HEIGHT ALLOWED I I �I I -� I I �I I I I I I - O in I dJ N r tl NEW AGGE PER PLAN 31 EXISTING F.F, UPPER LEVEL 2gq.sq' EXIST GRADE F.F. 4 LOWER LEVEL RESUB Mar 22 2024 O 2 4 CITY OF EDMONDS 2 D E �t N O cv N m W (� O 2 7 EXISTING ELEVATION ���x�}�� DEMO ELEVATION //'1�I DEMO DOOR AND WINDOW NEW ELEVATION (FINISH SAME A5 EXISTING) NEW ELEVATION (EXTERIOR FINISH PER OWNER) NEW ELEVATION (ROOF FINISH SAME AS EXISTING) THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B EXISTING AND DEMO EAST ELEVATION (REAR SCALE: 1/4" = 1'-0" C ■ nrAw�� it rvicri►ic n��r E 0 2 4 8 12 324.5q' _ 324.5a' MAXIMUM STRUCTURE I�� � � � � � � � � � � � � � � MAXIMUM STRUCTURE HEIGHT ALLOWED I I HEIGHT ALLOWED I I I rl i I I IAIC /lC II IAII TI /lAl QCTI.ICCAI I IAIC /1C II IAIr TI /l},I aCTI.ICCAI NEW EAST ELEVATION (REAR) a �"� SCALE: 1/4" = 1'-0" B � c � o THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG O�� --� a �� �' �� � �,�C'C 14900 ��k' c�``�' �,psO�A� � ��� RESUB Mar 22 2024 2 4 CITY OF EDMONDS 2 D E 21 4 �r N O cv N m W (� O THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG ELEVATION LEGEND /NOTES B � D E EXISTING ELEVATION ���x�}�� DEMO ELEVATION ��T �� //'1�I DEMO DOOR AND WINDOW NEW ELEVATION (FINISH SAME AS EXISTING) 1 1 NEW ELEVATION (EXTERIOR FINISH PER OWNER) NEW ELEVATION (ROOF FINISH SAME AS EXISTING) - -------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- ----- - � --� - � � � l�EM01/E EXISTING ROOF m �� �� *� �� �� 3 iU �� iU N � �� � N X � � �V *� X � �� \� � �\ � r � +, _ i �� � i� �� *� i � � � ��/ �� \�� � � � ELOW *� BELOW � �----- �= = - , ------ _- � � -T- ------ 1 XISTING EXISTING CEILING l i--- - I� T i i I, -'- I f r� I ------- ------ BELOW, GE I L I NG � I I-_ ��-__- I I I�-- _ -11' I -----� I I i / i I / i I EXISTING CEILING - --- J I � --- - - - L _ - _ _� � i � REM � � �� - � TING I E TING � � � � o *, *, Q ' 2 /NDO _I�DO I E l5T/N � � � 2 INDO � +, UPPER LEVEL .F. F.F� PPER LEVEL UPPER LEVEL �/ EXISTING AND DEMO SOUTH ELEVATION 2 4 8 12 EXISTING AND DEMO NORTH ELEVATION 2 4 8 12 C SCALE: 1/4" = 1'-0" A C E: 4" = 1'-0" 3 3 m 3 *, z - z � _� � Ul � N uxa `� *� w = O / *� �0 NEW FILL IN WALL IGN ALL ' _ INDOWS AT TOP ,n L -- - - ,V^I V 1 W O I m -s *, _� \ '; ELOW *� _ BELOW �, EXISTING EXISTING CEILING ' � � BELOW, CEILING j EXISTING CEILING \ O // / / / / / O `� � * � � N O i � *i i in F.F,�, .F. F.F,� UPPER LEVEL UPPER LEVEL UPPER LEVEL NEW AGGENT WALL NEW AGGENT WALL NEW REINFORCING STUDS NEW REINFORCING STUDS NEW REINFORCING STUDS PER PLAN PER PLAN 2-2X6 DF#2 6'-8" OG 2-2X6 DF#2 6'-8" OG 2-2X6 DF#2 6'-8" OG MAX DBL KING STUD / / � MAX DBL KING STUD � MAX DBL KING STUD � � WINDOWS INSTALL PRIOR TO REMOVING � � � � � � � WINDOWS INSTALL PRIOR WINDOWS INSTALL PRIOR FLOOR FRAMING TO REMOVING FLOOR TO REMOVING FLOOR FRAMING FRAMING 4 NEW AGGENT WALL 4 PER PLAN �S�Q� �� o ,,"7l O�� � � � .... �r � 4 � � � �� � � C'C 14900 ��'� w �Cs�,ONAi � G���' RESUB Mar 22 2024 p NEW SOUTH ELEVATION o 2 4 � 2 B NEW NORTH ELEVATION o 2 4 p CITY OF EDMONDS 2 SCALE. 1/4 - 1-0 SCALE: 1/4" = 1'-0" A B D E T I R HE S L P O TY O POD G L AND Y O REPROD D IN A W P SS T N O O E N G �r N O cv N m Paper Size : 24x36_Arch-D 7 A A THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B C D BUILDING SECTION �� B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG E NOTE: A. FINISHING TYPE AND COLOR OE INTERIOR SIDES OE CEILING, WALLS AND ELOORIN6 TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. B. VERI1=1' I E THE 6ARA6E GE I L I N6 HAS A I -HR RATED; I E NOT, AGGORDINC� IRG 2018 R302.6, A �" CWB TYPE X, SHOULD BE APPLIED OVER THE ENTIRE CEILING AREA. G. VERIFY IF GARAGE CEILING HA5 A R-38 BAT INSULATION; IP NOT, EXISTING INSULATION SHOULD BE REPLACED WITH NEW R-38 BATT INSUALTION. rctsurs Mar 22 2024 O � 2 4 CITY OF EDMONDS 6 D E 2 4 �t N O cv N N cm >� d 0 O THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG Paper Size : 24x36_Arch-D F.F. AT GARAGE LEVEL GROUND LEVEL BUILDING SECTION �� A B C THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG C F.F. AT MAIN LEVEL: VARIABLE�� GROUND LEVEL RESUB Mar 22 2024 O � 2 4 CITY OF EDMONDS 6 D E �t N O cv N N m LLJ d F- O R Paper Size : 24x36_Arch-D 2 7 A A 0 *I 7'-a.. BELOW STRUCTURE O r +, E.E. AT MAIN LEVEL VARIABLE GROUND LEVEL E.E. AT GARAGE LEVEL GROUND LEVEL THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG B C 3 A6.0 ::I� f 1 BUILDING SECTION SCALE: 1/2" = 1'-0" B � C � D THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG E NOTE: A. FINISHING TYPE AND COLOR OE INTERIOR SIDES OE CEILING, WALLS AND FLOORING TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. B. VERI EY I E THE GARAGE GE I L I NG HAS A I -HR RATED; I E NOT, ACCORDING IRG 2018 R302.6, A �" GWB TYPE X, SHOULD BE APPLIED OVER THE ENTIRE CEILING AREA. G. VERIFY IF GARAGE CEILING HA5 A R-38 BAT INSULATION; IP NOT, EXISTING INSULATION SHOULD BE REPLACED WITH NEW R-38 BATT INSUALTION. RESUB Mar 22 2024 O � 2 4 CITY OF EDMONDS 6 D E 31 4 �t N O cv N N cm >� d 0 O 3 v A A THESE DRAWINGS ARE THE SOLE PROPERTY I-HR FIRE RATED: GA FILE NO. FG 5410 ONE LAYER I/2" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOISTS I6" O.G. WITH 5D NAILS, 15/8" LONG, O.O�{q" SHANK, I/4" HEADS, 6" O.G. NAILS PLACED 3/4" FROM BOARD EDGE JOINTS AND I/2" FROM BOARD END JOINTS. WOOD JOISTS SUPPORTING I" NOMINAL T � G WOOD SUBFLOOR AND I" NOMINAL WOOD FINISH FLOOR, OR la/32" PLYWOOD FINISHED FLOOR WITH LONG EDGES T � G AND 15/32" INTERIOR PLYWOOD WITH EXTERIOR GLUE SUBFLOOR PERPENDICULAR TO JOISTS WITH JOINTS STAGGERED. FIRE TEST: UL RI319-66, II-q-64; UL DESIGN L512; UL R3501-45, 5-27-65; UL DESIGN L522; UL R2717-38, 6-10-65; UL DESIGN L503; UL R3543-6, II-10-65; UL Design L51a; ULG Design M502 SOUND TEST: NGG 4024,-I-13-66 IIG $TEST: NGG 5032, 7-1a-66 1-HR RATED ASSEMBLY SCALE: 3" = 1'-0" NOTE: EXISTING SMOKE AND CARBON MONOXIDE DETEGTES TO BE FIELD VERIFIED AND REPLACED A5 NEEDED TO MEET CURRENT CODE REQUIREMENTS. NEW RCP LOWER PLAN C TTEN CONSENT OF KB PRO DE516N LLG NOTE: • FINISHING TYPE AND COLOR OF INTERIOR SIDES OF CEILING, WALLS AND FLOORING TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. • VERIFY IF THE GARAGE CEILING HAS A I-HR RATED; IF NOT, ACCORDING IRG 2018 R302.6, A 8" GWB TYPE X, SHOULD BE APPLIED OVER THE ENTIRE CEILING AREA. • KITCHEN FAN MIN. 100 GFM, BATH AND LAUNDRY FANS MIN 50 GFM. THE FANS SHALL VENT DIRECTLY TO THE EXTERIOR OF THE BUILDING. EXHAUST TERMINATION TO EXIT THE STRUCTURE NOT LESS THAN 3 FEET FROM PROPERTY LINE, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKE. • SMOKE ALARMS AND CARBON MONOXIDE ALARM ARE TO BE HARDWIRED AND INTERGONNEGTED • PROGRAMMABLE THERMOSTAT TO BE PROVIDED. THE EXACT LOCATION OF THE THERMOSTATS TO BE DETERMINED ON FIELD. THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG C EXISTING CEILING I I I I I I I I I NEW �" TYPE X CEILING 3 I I I I I O GAN LIGHT S SMOKE DETECTOR S/C SMOKE /CARBON MONOXIDE COMBO DETECTOR HD HEAT DETECTOR �T THERMOSTAT VANITY LIGHT �XT EXTERIOR LIGHT FAN FN WHOLE HOUSE FAN (Running Continuously WH�FAN at -f5 GFM and Max I.O Sone ) EXHAUST FANS (MIN. 50 GFM)+ LIGHT COMBO FN+LT REGISTER RESUB Mar 22 2024 Q 2 4 $ ITY OF EDMONDS LOPMENT ES DE � E � �t N O cv N m w Ca O 2 3 v THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN RNY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG A B C D A NOTE: EXISTING SMOKE AND CARBON MONOXIDE DETEGTES TO BE FIELD VERIFIED AND REPLACED AS NEEDED TO MEET CURRENT CODE REQUIREMENTS. NEW RCP UPPER PLAN 3 �wi C �e� �I NOTE: • FINISHING TYPE AND COLOR OF INTERIOR SIDES OF CEILING, WALLS AND FLOORING TO BE COORDINATED ON FIELD BETWEEN OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. • KITCHEN FAN MIN. 100 GFM, BATH AND LAUNDRY FANS MIN �O GFM. THE FANS SHALL PENT DIRECTLY TO THE EXTERIOR OF THE BUILDING. EXHAUST TERMINATION TO EXIT THE STRUGTUi�E NOT LESS THAN 3 FEET FROM PROPERTY LINE, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKE. • SMOKE ALARMS AND CARBON MONOXIDE ALARM ARE TO BE HARDWIRED AND INTERCONNECTED • PROGRAMMABLE THERMOSTAT TO BE PROVIDED. THE EXACT LOCATION OF THE THERMOSTATS TO BE DETERMINED ON FIELD. THESE DRAWINGS ARE THE SOLE PROPERTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG 3 EXISTING CEILING I I I I I NEW GWB I I I I I I I I I CEILING EXISTING VAULTED NEW VAULTED ------ ------ CEILING GWB CEILING Q GAN LIGHT S SMOKE DETECTOR S/C SMOKE /CARBON MONOXIDE COMBO DETECTOR AHD HEAT DETECTOR T THERMOSTAT VANITY LIGHT �XT EXTERIOR LIGHT FN FAN WHOLE HOUSE FAN (Running Continuously �i� WH—FAN at GFM and Max I.O Sone ) EXHAUST FANS (MIN. �O GFM)+ LIGHT COMBO FN+LT :�.::.:► _��eee�ss 'o::��: •A'o:dv:.o•� RESUB Mar 22 2024 Q 2 4 $ ITV OF EDMONDS LOPMENT ES DE � E 31 41 �r N O cv N m ua Ca O ? IN�N�WAYJ�LTHOUT THE CRESS CONSENT OF KB PRO DESIGN LLG Paper Size : 24x36_Arch-D 2 t3 A yP 04 -o �., �O t'ty, 14900�,c. �F�+' URAL br-' ���NAL EN 18 NEW,WALL AT FLOOR CONNECT SCALE. 1 - 1 -0 NEW STRONI GUT EX RIl (N) PLYWOC (E) 4 (E) R-38 BA' (N) $ J z N X w z N 17 NEW,WALL AT FLOOR CONNECT SCALE. 1 - 1-0 A ♦ (N) ROOF FINISHING ♦(N) �" PLYWOOD SHEATHING ♦ (N) A -FRAME JOISTS � 16" O.G. (N) R-4q BATT INSULATION VE�D 2x BLOCKING w/ (3) 2" (N) �" GWB �IA HOLES PER 24" OG ♦ ♦ 12 MATCH TO EXIST 2 "x SUB FASG I A CUTTER FASG I A SOFFIT 8'-O" A.F.F GONT. SOFFIT ♦ VENT ♦ I "x6" TRIM METAL TRIM , (HEAD) ♦ WINDOW PE ♦ PL I'-6" FROM STUDS ♦ VERHANG DETAIL �� SCALE: 1" = 1'-0" WALL PER PLAN WATER PROOF GAULKING— SLOPE FIN. GRADE � � AWAY FROM BLDG z� �� �� _ ,� NOTE: EXTEND SHEATHING TO SILL PLATE r- • I'-8" 15 FOOTING D ETAI L SCALE. 1 - 1 -0 ♦ ♦ ♦ ♦ ♦ I/2" X 16" ANCHOR BOLT w/3x3 WASHER PER SEGTI R602.1 I � 72" o.c. FOR I FLOOR OR @ 48" o.c. FOR 2 FLOORS EACH SILL PIECE. PLACED 12" OFF EACH CORNER AND OPENING. PRESSURE TREATED SILL OR FOUNDATION GRADE SILL -(3) #4 BAR GONT. LONG. U.N.O. SEE PLAN -CONCRETE FOOTING 3000 PS I (N) 2x JOISTS , (N) R-4q BATT INSULAT� (N) �" 6WB , e, ���'�'�N ��R�N� ♦ ♦ (N) BEAM PER PLAN O ♦ � ♦ 14'-8" v IS'-8" TO INTERIOR SIDE O� RIOR WALL TO INTERIO S�pE OF EXTERIOR WALL ♦ ♦ ♦ �/OULTED CEILING RIDGE 1" = 1'-0" (N) FLOORING (N) PLYWOOD SHEATHING (E) WOOD JOISTS (E) R-38 BATT INSULATION (N)g" TYPE X GWB z N w w Q t� 13 EXISTING WALL AT FLOOR CONNECT SCALE. 1 - 1-0 B MATCH TO EXISTING/ (3) MATCH TO EXISTING 12 ER DOUBLE PLATE • R-4a BATT INSULATION • VAULTED CEILING STRUCTURE • �" CWB VENTED 2x BLOCKING w/ (3) 2" DIA HOLES PER 24" OG (N) ROOF FINISHING (N) g" PLYWOOD SHEATHING (N) A -FRAME JOISTS � 16" O.G. INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION w/ 12" CLEAR AIRSPACE MATCH WITH EXISTING � � � � � ® � i��.�I�.��I�i�,��I�I� wi 'r ��\�"��I ����rr� �r �- •�- •.� ��� • • �- :� � • �� �� ��� 2 "x SUB FASG IA GUTTER FASCIA SOFF I T GONT. SOFFIT VENT I "x6" TRIM -WALL PER PLAN , -2x BOTTOT�ATE ♦ EXIS�'I CRIPPLE WALL ♦ ♦ ♦ ♦ HALL AT FLOOR CONNECT ♦ _ SCALE: 1" = 1'-0" (2) 2x NAILER STUDS INTERIOR 2x STUDS - PER PLAN 2x STUDS PER PLAN 10 PERPEND WALL CONNEC TYP. SCALE. 1 - 1 -0 E OR GWB ' STUD SCREW SING �IDIN6 ' 4 COMPOSITE LAP SIDING TYP. � N.T.S. WRAP PRE -MANUFACTURED RIDGE VENT FROM TOP AND FOLDS OVER RIDGE TO CONFORM �� TO SLOPE OF ROOF >5ER THAN =DGE OF BOARD .. �-,.,. ��# FELT FLASHING BEHIND SIDING BUTT JOINTS NOTE: DO NOT ATTEMPT TO FLASH WITH HOUSE WRAP AS IT WILL NOT DIRECT WATER AWAY FROM THE WALL. SIDING SHOULD BE FASTENED TO FRAMING. IF NO STUD IS AVAILABLE, PLACE ON NAIL I" BELOW TOP OF BOARD AND I" FROM THE BUTT EDGE. PLACE ANOTHER NAIL 3" FROM THE BUTT EDGE. IT IS NEVER ACCEPTABLE TO LEAVE A GAP OF ANY SIZE AT A BUTT END/JOINT. SIDING BUTT JOINTS TYP. N.T.S. INTERIOR 2x STUDS PER PLAN 6WB EA. SIDE 2x NAILER CORNER WALL CONNEC TYP. = 1'-0" EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN BASEMENTS, HABITABLE ATTICS, AND IN SLEEPING ROOMS; OPENABLE W/O USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. IRG R310: � MIN. 5.7 5F NET GLR OPENABLE AREA * MIN. 24" NET GLR OPENABLE HEIGHT � MIN. 20" NET GLR OPENABLE WIDTH � MAX. 44" FINISHED SILL HEIGHT CEILING z O z - O O i �O � - � � � N _ � FINISHED � � FLOOR 9 ELECT. REACH RANGE 5 WINDOW CONTROL HT. SCALE. 1/2 - 1-0 SCALE. 1/2 - 1-0 C RTY OF KB PRO DESIGN LLG AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF KB PRO DESIGN LLG D RIDGE GAP OF SAME MATERIAL A5 ROOFING NAILED TO SHEATHING THROUGH PENT TRUSSES KEEP SHEATHING MIN. I-I/2" FROM PEAK TO ALLOW FREE AIR PASSAGE NOTE THAT "DORMER" STYLE THROUGH -ROOF EXHAUST VENTS MAY BE PROVIDED IN ADDITION TO OR IN LIEU OF RIDGE VENTS INDICATED. MIN. 26 SG2. FT. (3800/150 = 25.33) VENTILATION AREA REQ'D 1 RIDGE VENT TYP. 1" = 1'-0" CRICKET AT TOP -SIDE CHIMNEY OR OF CHIMNEY DORMER WALL SHEATHING WALLS 51DEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND 50 AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY AGTI ON / KEEP ROOFING NAILS OUT OF FLASHING � / ROOFING LAPS BASE FLASHING 4 INCHES � BASE FLASHING WRAPS CORNERS, EXTENDS UNDER / / SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE ASPHALT SHINGLE RIDGE, VALLEY AND MIN. 4 INCHES HIP FLASHING A5 PER MANUFACTURER'S METAL FLASHING AT ALL EAVES, 51DEWALLS, INSTRUCTIONS -- PROVIDE 36 INCH AND RAKES -- PROVIDE HEMMED EDGES SO ROLL ROOFING, MINIMUM 55 LB., A5 TO FORM DRAINAGE CHANNELS AND CENTERED ON ALL HIPS AND VALLEYS PREVENT CAPILLARY ACTION FLASHING DETAILS /NOTES 2 SCALE. 1 - 1 -0 NEOPRENE GASKEI ROOF ROOFING LAPS AT SIDES FLASHING LAPS AT BOTTOM ROOF JACKS AND VENTS SCALE. 1/2 - 1-0 E RESUB Mar 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 2 4 �t N O cv N m Ca O