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APPROVED PLN ENG FIR RESUB 1-BLD2024-0119+Architectural_Plan+3.29.2024_7.56.42_AM+4164625GENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST DE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2024 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL 13UiLPING CODE (113C), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL PIMEN51ON5 AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO 13E NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL 13E SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RE5PON51B1_E FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PONSOLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iT5 COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. SOILS: -NO GROUND WORK PROPOSED -1F REQUIRED: FOUNDATION DESIGN BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 FSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOIL OR COMPACTED SOiL OF 2,000 PSF DEARiNG CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL DE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. VENTILATION: -EVERY OCCUPIED SPACE SHALL BE VENTILATED BY NATURAL MEANS iN ACCORDANCE WiTH iMC SECTION 402 OR DY MECHANICAL MEANS iN ACCORDANCE WiTH iMC SECTION 403. -THE AiR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED OUTDOORS AT A POINT WHERE iT WILL NOT CAUSE A PUBLIC NUISANCE AND NOT LESS THAN THE DISTANCES SPECIFIED iN iMC SECTION 501.3.1. THE AiR SHALL BE DISCHARGED TO A LOCATION FROM WHICH IT CANNOT AGAIN BE READILY DRAWN iN BY A VENTILATING SYSTEM. AiR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CRAWL SPACE, OR BE DIRECTED ONTO WALKWAYS. -EXHAUST VENTILATION SYSTEMS SHALL COMPLY WiTH iMC SECTION 502 -COMMERCIAL KITCHEN HOOD, VENTILATION SYSTEM DUCTS, AND EXHAUST EQUIPMENT TO COMPLY WiTH iMC SECTIONS 506 & 507. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 5. GLAZING: -TO 13E iN COMPLIANCE WiTH iBC CHAPTER 24 AND WASHiNGTON STATE SAFETY GLASS LAW 10. VAPOR BARRIERS: -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT INCLUDING MIRRORS AND GLAZING iN HAZARDOUS LOCATIONS AS DEFINED iN -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SEC 2406.4SHALL COMPLY SECTION .1 THROUGH SECTION 2406.1.4. SPACES WHERE CEiLiNG FiN15HE5 ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEiLiNG SURFACES WHICH RECEIVE S -SLiDiNG GLASS DOORS TO BEE SAFETY GLAZZINGING,,LAMINATED OR TEMPERED GLASS. INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF -ALL EXTERIOR WALL GLAZING SHALL 13E DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL iNSULATiON STANDARDS. ENERGY CODE. 11. EGRESS: 6. ENERGY: -13UiLDiNG5 OR PORTIONS THEREOF SHALL DE PROVIDED WiTH A MEANS OF EGRESS SYSTEM A5 REQUIRED BY 15C CHAPTER 10. -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iBC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY 12. FIRE SAFETY: CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -FIRE PROTECTION SYSTEMS TO MEET 113C CHAPTER 9 REQUIREMENTS -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 13ARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL -EXISTING FiRE SPRINKLER SYSTEM TO REMAIN; REVISE AS REQUIRED. INSULATION STANDARDS. 13. FIRE BARRIERS: -CONTRACTOR TO PERFORM BUILDING AiR LEAKAGE TESTING AND DUCT LEAKAGE TESTING AS REQUIRED 5Y THE WASHiNGTON -TO 13E INCOMPLIANCE WiTH iBC CHAPTER 7, SECTION 707. STATE ENERGY CODE, LATEST EDITION. -FIRE 13ARRiERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY TO BELOW THE UNDERSIDE OF THE 7. EXIT SIGNS: FLOOR OR ROOF 5HETHiNG, 5LAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. -TO BE iN COMPLIANCE WiTH iBC CHAPTER 10, SECTION 1013 -JOINTS MADE iN OR BETWEEN FiRE BARRIERS AND JOINTS MADE AT THE INTERSECTION OF FiRE BARRIERS WiTH UNDERSIDE OF A -EXITS AND EXiT ACCESS DOOR5 SHALL BE MARKED DY AN APPROVED EXIT SIGN ViSiDLE FROM ANY DIRECTION OF EGRESS PATH OF RESISTANCE -RATED FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE EXTERIOR VERTICAL WALL INTERSECTION SHALL TRAVEL TO EXITS AND WiTHiN EXITS SHALL BE MARKED BY READILY ViSi13LE EXiT SiGN TO INDICATE DIRECTION OF EGRESS TRAVEL. COM COMPLY WITH SECTION 715. 8. STAIRS: -VOIDS CREATED AT THE INTERSECTION OF A FiRE BARRIER AND NONFiRE-RESISTANCE-RATED ROOF ASSEMBLY OF A NONFiRE- -MiNiMUM HEADROOM 6-6' MEASURED VERTICALLY FROM A LiNE CONNECTING THE EDGE OF THE N051NG5 iN ACCORDANCE WiTH RESISTANCE RATED EXTERIOR WALL ASSEMBLY SHALL BE FILLED. SECTION 1011.3; MiNiMUM TREAD 11'; MAXIMUM RISER 7" 14. PORTABLE FIRE EXTINGUISHERS: -HANDRAIL: UNLESS SPECIFICALLY EXEMPT, STAIRWAYS SHALL HAVE HANDRAILS ON EACH SiPE AND SHALL COMPLY WiTH i13C -TO BE IN COMPLIANCE i CHAPTER SECTION AND NFPA 10. SECTION 1014. -SIZE AND D15TRiBUTiON OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN COMPLIANCE WITH SECTIONS 906.3.1 THROUGH 906.3.4 N OF O E HE -HANDRAIL HEIGHT SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 381, -MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHERS: 75 FEET -HANDRAIL MUST COMPLY WiTH SECTION 1014. 14. PANIC HARDWARE: 9. INSULATION: -TO COMPLY WiTH iBC 2015 CHAPTER 10, SECTION 1010 -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'T5 FOR TABLE C402.1.3 AND SECTION C402. -SHALL BE LISTED iN ACCORDANCE WiTH UL 305 -THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND NOT LESS THAN ONE-HALF OF THE DOOR LEAF WIDTH -WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, -THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. -ROOF AND CEILING INSULATED WiTH R-380 ENTIRELY ABOVE DECK AND R-49 AT ATTIC AND OTHER PER TABLE C402.1.3.. 15. EXISTING DRAWINGS: -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. -ANY ORIGINAL CONSTRUCTION DRAWINGS INCLUDED WiTH THIS SUBMITTAL ARE FOR INFORMATIONAL PURPOSES ONLY. H2D, LLC CANNOT -VENTING 15 REQUIRED iN EACH J015T SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED 5Y A HEADER (FOR GUARANTEE THE ACCURACY OF ANY ORIGINAL 5UILDING DOCUMENTS INCLUDED WiTH TH15 SUBMITTAL. EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE. 16. SEPARATE SUBMITTALS: -FLOORS: INSULATED WiTH K-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -HVAC, PLUMBING, RACKS, ELECTRICAL, SiGNAGE, AND FiRE ALARM/SUPPRESSION SYSTEMS ARE UNDER SEPARATE PERMITS AS BiDDER -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN DESIGN ITEMS. SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR -PROVIDE OR MODIFY A5 NEEDED SPRINKLER, ALARM AND SMOKE DETECTION 5Y5TEM PER APPLICABLE CODES, INCLUDING 1F NECESSARY 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. FiRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDO V15UAL ALARMS. SUBMIT SHOP DRAWING TO THE FiRE MARSHALL AND ARCHITECT FOR APPROVAL OR AS REQUIRED PER LOCAL JURISDICTION. NO CHANGES PROPOSED TO TRASH RECEPTACLES/ TRASH LOCATION. IF CHANGES ARE TO OCCUR, PERMITS/APPROVALS MAY BE REQUIRED BY THE CITY OF EDMONDS AND TRASH HAULERS. 1 CONSTRUCTION TYPE ITTA PROPERTY AREAS OF TENANT OWNER/CONTRACTOR IS RESPONSIBLE FOR LiNE IMPROVEMENT EROSION CONTROL AND DRAINAGE / I / EX BUILDING I / EX BUILDING / / #9685 I / #9669 1 BUiLDiNG � #9661 I /•/EX / EX FiRE HYDRANT W/ � EX AQUARIUM CO-OP / BOLLARDS EX ACCE55iBL e '� (NO CHANGES PROPOSED) ° PARKING & PATH /OF/TRAVEL, TYP. e Q�7;;P Z ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED EX TREE, TYP. 0 0 / / FIRDALE VILLAGE / EDMOND5, WA 98020 -EX PYLON SiGN & NO EXTERIOR MAILBOXES / WORK PROP05ED / •/ EX SIDEWALK & R.O.W., TYP. O PLANS MUST BE N JOB SITE PROPERTY LiNE OB"TI=ELECTRI( FROM ATE LABOR' INDUSTRIES EX SiDEWALK & STRUCT. COLUMNS TO REMAIN, TYP. a 6L LGGHT LES, TYP. EX PARKING & DRIVE AiSLE, TYP. EX MONUMENT 5 I ENGINEERING DIVISION 244TH ST SW EX TRASH _ J ENCLOSURE OCCUPANCY GROUP M OCCUPANT LOAD 26 APPROVED BY PLANNING C6�� Apr 16 2024 Approved D F M aM rLs �u.rt South County Fire Date: 04/08/2024 04-08-2024 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. ENSURE SUITE NUMBER SIGN IS ACCURATE. 2. A SEPARATE FIRE ALARM PERMIT WILL BE REQUIRED. DFM BURT 02q EM R APPROVED AS NOTED POWER EX POLE I 04/12/2 I iN0 STORMWATER MANAGEMENT SYST .REQUIRED AT THIS TIME. IF NEW AND/O (REPLACED IMPERVIOUS SURFACE EQUALS ER UIREI '2000SQFT OR GREATER, A STORMWAT IMANAGMEMENT SYSTEM MAY BE REQ I PER CITY CODES AND STANDARDS I i I I I I I EX DRIVEWAY I >eparate plumbing and mechanical permits required. Please apply via AyBuildingPermit.Com City Of Edmonds Building Department Work T/I (EXPANSION INTO 2 MORE QUITES) Address 9661 FIRDALE AVE Owner AQUARIUM COOP Approved Date �g�2024 Building Official ff r' & .. C-t,� Permit Number BLD2024-0119 CLIENT (TENANT): AQUARIUM CO-OP RANDY REED 9661 FIRDALE AVE. EDMONDS WA 98020 BUILDING OWNER: FIRDALE A55OCiATE5 9500 ROOSEVELT WAY NE #100 SEATTLE, WA 95115 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: SARAH THOMPSON H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 206-542-3734 PROJECT DESCRIPTION: TENANT IMPROVEMENT iN SUITES #9669 & #9685 TO EXPAND DISPLAY AND SALES AREA OF EXISTING ADJOINING TENANT (AQUARIUM CO-OP) iN SUITE #9661. PROJECT ADDRESS: 9661 FIRDALE AVE. (EXPAiNPING TO SUITES 9685 & 9669) TAX LOT NUMBER: 00449900000100 LEGAL DESCRIPTION: SECTION 36 TOWNSHIP 27 RANGE 03 QUARTER SE - FORSHEES FIRDALE VILLAGE BLK 000 D-00 - COMB FOR TAX PURP ONLY - LOT 1 PLUS PTN VAC CUL-DE-SAC TGW LOTS 2-3 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WHNFORSHEE FIRDALE VILLAGE 5 ALSO LESS TH PTN LOT 3DAF - BEG AT NE COR OF 51/2 N1/2 OF 5W1/4 5E1/4 TH 501*42 29W ALG E LN OF 5D 5W1/4 5E1/4 51OFT TH N88*26 50W 75FT TPBTH CONT N88*26 5OW 104.06FT TH572*21 54E 108.30FT TH N01*3310E SOFT TPB TGW LOT 4 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WHN FORSHEE FIRDALE VILLAGE 5 TGW LOT 5 PLUS PTN VAC CUL-DE-5AC & LE55 PTN PROP PLAT FORSHEES FIRDALEViLLAGE NO 5 TGW LOT 12 TGW LOT 13 & NWLY 8FT LOT 14 TGW SELY 52FT LOT 14 LAND USE CODE COMPLIANCE STATISTICS ZONE: FVMU (FIRDALE VILLAGE MIXED USE) PARKING: EXISTING PARKING TO REMAIN (NO CHANGES) TYPE OF CONSTRUCTION: 1i1-A OCCUPANCY: EXISTING: MERCANTILE PROPOSED: MERCANTILE (NO CHANGES) SEE SHEET A1.0 FOR OCCUPANT LOAD CALCULATIONS DESCRIPTION OF BUSINESS: AQUARIUM SUPPLIES AND LiVE AQUARIUM F15H SALES EXISTING FiRE PROTECTION: FiRE ALARM, NOT SPRINKLERED EX15TING LOT AREA. 3.15 ACRES EXISTING TENANT SPACE FLOOR AREAS: CURRENT AQUARIUM CO-OP TENANT SPACE (NO CHANGES PROPOSED): SUiTE #9661 962.4 5F TENANT SPACES TO BE REMODELED: SUITE #9669 990.0 SF SUITE #9685 988.8 5F TOTAL REMODELED AREA: 1,978.8 5F SHEET INDEX 01 PROJECT INFORMATION, SiTE PLAN, VICINITY MAP, GENERAL NOTES, A5-BUILT PLANS, SiTE PLAN A1.0 EGRE55 FLOOR PLAN & DETAILS A1.1 PROPOSED FLOOR PLAN & DEMO PLAN A1.2 REFLECTED CEILING PLAN A1.3 ENLARGED BATHROOM PLAN & ACCESSIBLE DETAILS 55-1 SHELF BRACE DETAIL (FRONT DISPLAY) 55-2 SHELF BRACE DETAIL (BACK HALL) 55-3 TYPICAL SHEATHING DETAIL 2415T FL 5W 51TE FiRDALE ViLLAGE 242ND PL 5W � D 0 N 244TH 5T 5W 244TH 5T 5W z Z Q NW 203RD 5T z z Z > � 0- W Q 00 O 2 Lu Q I O> W Q o U) U0 o L.L ILLz _ CC G Lii 9716 REGISTERED ARCHITECT /w• HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E CT U R E + D E SI G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/29/2024 PERMIT SET PROJECT INFORMATION, SITE PLAN, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE PLAN SCALE: 1" = 40' IL] AS -BUILT PLAN SCALE:1/8" = 10'' a VICINITY MAP (NTS N 01 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WiTH SECTION 404 404.2 MANUAL DOORS MANUAL DOORS AND DOORWAYS AND MNNUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WiTH THE REQUIREMENTS OF SECTION 404.2 EXiT EXiT EXiT I EGRESS FLOOR PLAN 5CALE 1/4" = 1'-0" EXISTING WALLS ® NEW WALLS NOTES: 1. REFER TO SHEET A1.1 MAiN FLOOR PLAN FOR PROPOSED EGRESS DOOR APPROACH CLEARANCES. 2. MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE SPACE 15 OCCUPIED BY MiN.1 FOOTCANDLE AT THE WALKING SURFACE, PER 2018 WA STATE BC SEC.1008.2 (EX LIGHTING TO REMAIN, SEE SHT. A1.2). 3. EXiT SIGNS ARE NOT REQUIRED iN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXiT OR EXiT ACCESS PER 2018 WA STATE BC SEC.1013.1 EXC. #1. 4. E.A.T.D. = EXiT ACCESS TRAVEL DISTANCE; PER 2018 WA STATE BC TABLE 1017.2, MAX. E.A.T.D. iN'M' OCCUPANCY WITHOUT SPRINKLER SYSTEM 15 200 FEET. BUILDING OCCUPANT LOAD/EXITS (SUITES #9669 & #9685 ONLY) OCCUPANCY LOAD FACTOR FLOOR AREA OCCUPANCY LOAD (FLOOR AREA/LOAD FACTOR) MERCANTILE - STORAGE 300 GROSS 530.5 SF 1.77 MERCANTILE 60 GRO55 1414.9 SF 23.58 TOTAL OCCUPANT LOAD FOR SPACE: 25.35 TOTAL EXiTS REQ'D PER 2015 WA STATE BC TABLE 1006.2.1: 1 404.2.1. DOUBLE -LEAF DOOR5 AND GATES AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WiTH TWO LEAVES SHALL COMPLY WiTH SECTIONS 404.2.2 AND 404.2.3 404.2.2 CLEAR WIDTH DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MiN. CLEAR OPENING WIDTH OF DOORWAYS WiTH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WiTH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS, AND DOORWAYS WITHOUT DOORS MORE THAN 24" iN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MiN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 iNCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS: 1. DOOR CLOSERS AND DOOR STOPS SHALL DE PERMITTED TO DE 781NCHES MiN. ABOVE THE FLOOR 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SiPE STOP 404.2.3.1 FLOOR SURFACE FLOOR SURFACE WiTHiN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WiTH SECTION 302 404.2.4 THRESHOLDS AT DOORWAYS iF PROVIDED, THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. iN HEIGHT. RA15ED THRESHOLDS AND CHANGES iN LEVEL AT DOORWAYS SHALL COMPLY WiTH SECTIONS 302 AND 303. APPROACH CLEAR FLOOR SPACE I I 1'-6" MIN. CLEAR ' FLOOR SPACE X z 9 APPROACH LL NOTE: X=1'-0 (MiN.) iF DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACH 1/2" =1'-0" PUSH AND PULL SIDES CLEAR FLOOR SPACE APPROACH V-10" MIN. NOTE: Y=3'-6" MiN; Y=4'-O" MiN. iF DOOR HAS A CLOSER AND LATCH; X=12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED HINGE APPROACH PUSH SiDE 1/2" = l'-O" APPROACH NOTE: Y=3'-6" MiN; Y=4'-O" MiN. iF DOOR HAS A CLOSER LATC H AP P ROAC H 1/2" = l'-O" APPROA APPROACH HINGE APPROACH PULL SiDE 1/2" = l'-O" NOTE: Y=4'-O" MiN; Y=4'-6" MIN. IF DOOR HAS A CLOSER SLIDING DOOR ST APPROACH P/LATCH 1/2" =1'-O" 22" PROACH CLEAR APPROACH FLOOR SPACE ITT LATCH APPROACH PULL SiDE 1/2" =1--0" 1/4 maX 6.4 FIG. 303.2 VERTICAL CHANGES IN LEVEL 1 '12 Max. 1 13 114 max. __Ilte 1 6.4 1�) '/4 - 112 6.4 - 13 2 1� M FIG. 303.3 BEVELED CHANGES IN LEVEL PUSH SIDE ro--� THRESHOLDS N.T.S. SLIDING DOOR SiPE APPROACH 1/2" =1'-O" Z Z Z w � C:) CN � ^ I..L Q 0 O2 J Q O w Q�t U� O � o LL Z �O (.c) � Lu 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/29/2024 PERMIT SET EGRESS FLOOR PLAN & DETAILS RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.0 SEE ENLARGED PLAN AND ACCESSIBLE DETAILS, SHEET A1.3, FOR PROPOSED UPDATES TO EXISTING ACCESSIBLE BATHROOM D---- BATH J ROO (EXiS iNG ACCE SiBLE _ I I r�ATP= 90000 J NI WH )lv� NEW EXiSTiNG WATER �p UTILITY HEATER TO SINK REMAIN, TYP. + ---------------------------- N + SiNK � I I � 4'-7 5/4" I I � NEW WOOD PART. cz WALL W/ GWB FiNiSH TO MATCH EX. 0 7 NEW CASEWORK LD (MiN. 36" A.F.F.) EX ELEC. x OFFICE (EXISTING) EXISTING WALL- EXISTING WATER MOUNT HEATER, HEATER TO SEE ALSO SHT. A1.2 REMAIN, TYP. EX ELEC. LH EXISTING CONC/CMU WALLS TO REMAIN, TYP. NEW FLOOR - MOUNTED DISPLAY CASES (VERIFY SEISMIC 6-0 3/4" ANCHORAGE iF OVER 5'-9" HT; SEE BRACING EMPLOYEE REQUIREMENTS AREA PER 5TRUCT.) +/-6'-9 3/4" l i TFiN15HED FLOOR SURFACES iN REMODELED AREAS SHALL BE STABLE, FiRM. AND SLiP- RESiSTANT, TYP. SUITE 9685 (AREA OF T.i.) EXISTING CMU WALL TO REMAIN EXISTING BRICK WALL TO REMAIN 118 I o I I I I I I I I EXISTING STOREFRONT WINDOWS TO REMAIN, TYP. PROPOSED FLOOR PLAN 5CALE 1/4" = P-0" EXISTING WALLS ® NEW WALLS EXISTING CONCRETE BEAM ABOVE TO REMAIN EXISTING WOOD PARTITION WALLS wH BATH ROOM( (EXISTING) Z� �x wC\J TO REMAIN, TYP. N 5'-2 1/2" 1? NEW CASEWORK NEW UTILITY SiNK O FEE VERIFY EX OR INSTALL NEW FiRE EXTINGUISHER (SEE ALSO EGRESS PLAN) EXISTING CONCRETE COLUMNS & BEAM (ABV) TO REMAIN, TYP. (WRAP COLUMNS & BEAM W/ NEW WOOD TRiM, TYP. - SEE RCP) - ------------------------�--- NEW FLOOR -MOUNTED DISPLAY CASE EXISTING CMU WALL TO REMAiN--- NEW CASEWORK NEW FLOOR - MOUNTED rDISPLAY CASES - ---- I �`\ I � I � I � I � I � I � I � I � I � I � I � I � I � I � I � I � I � I � I I SUITE 9669 (AREA OF T.i.) I � I � I � I I � I � I � r to 118 I I l I l I I I --- I I I o zz�z L0 cs� x �0 w _' o LD w�o CORNER SHELVING UNiT r — I I �z I � L 30"X48" CLEAR FLOOR SPACE 5'-01/4"+/- CV CV Ex ELEC. I BATH ROOM EXISTING WOOD PARTITION WALLS TO REMAIN, TYP. EXISTING EMPLOYE1 AREA +36" (MAX) A.F.F COUNTER 0 EXiSTiNG ACCE55113LE TRANS- ACTiON COUNTER z� �? o Lu PRIMARY TRANSACTION CENTER +3'-4 7/8" A.F.F (PASS - THROUGH) SUITE 9661 (AQUARIUM CO-OP CURRENT SPACE NO CHANGES PROPOSED) EX15TiNG EXISTING EXISTING 3'6X7'0 3'6X7'0 3'6X7'0 �EXiSTiNG SIDEWALK (NO EXTERIOR CHANGES PROPOSED) NOTES: 1. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACE, LINO. 2. ALL DOOR AND WINDOW DIMENSIONS ON TH15 PLAN ARE FINISHED UNiT SIZES, LINO. 3. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION START. 4. PROVIDE NEW FiRE EXTINGUISHERS (OR VERIFY EXISTING) OF CLASS AND TYPE REQUIRED BY FiRE MARSHALL. 5. VERIFY LOCATION OF EXIST ELECTRICAL OUTLETS AND PROVIDE NEW OUTLETS AS REQUIRED. CONTRACTOR TO VERIFY ADEQUATE POWER SUPPLY AT EXi5TiNG ELECTRICAL PANEL. VERIFY THE ADDITION AND LOCATION OF ALL NEW CIRCUITS AND ELECTRICAL OUTLETS SERVING NEW EQUIPMENT AND APPLIANCES WiTH CLIENT. 6. STRUCTURAL ELEMENTS, FIXTURES, OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY MORE THAN 4" OVER ANY WALKING SURFACE DETWEEN THE HEIGHT OF 27" AND 80" ABOVE THE WALKING SURFACE. SECTION 1003.3.3. GROSS FLOOR AREA SUiTE 9661 AREA (NO CHANGES PROPOSED): +/- 962.4 5F SUiTE 9669 AREA (REMODELED): +/- 990.0 SF SUiTE 9685 AREA (REMODELED): +l- 988.8 SF TOTAL REMODELED TENANT SPACE AREA: +/-1,978.6 5F I SUITE 9685 (EXi5TiNG) DEMOLITION PLAN I I I I I I I II I I Q I I I I I I I I REMOVE EXISTING WOOD PARTITION WALL BETWEEN SUITES (EXISTING CONC. COLUMNS & BEAM ABOVE TO REMAIN, TYP.) I I I I II SUITE 9669 (EXISTING) I I SCALE:1/8" = 1'-0" 0 EXISTING WALLS _ DEMO WALLS NOTES: 1. CONTRACTOR TO BE RESPONSIBLE TO VERIFY ALL EX15TiNG STRUCTURE PRIOR TO AND/OR DURING DEMOLITION. NO STRUCTURAL ELEMENTS SHALL DE REMOVED PRIOR TO CONTACTING THE ARCHITECT. 2. ALL SHORING, iF NEEDED, WiLL DE THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR TO BE RESPONSIBLE TO VERIFY ALL CONCEALED PLUMBING, HVAC, AND ELECTRICAL PRIOR TO AND/OR DURING DEMOLITION. CONTACT ARCHITECT WiTH QUESTIONS. 4. iF A513ESTOS OR HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, iT 15 THE RESPONSi ILiTY OF THE OWNER/CONTRACTOR TO PROPERLY REMOVE THE HAZARDOUS MATERIAL. 5. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. SUITE 9661 (AQUARIUM CO-OP CURRENT SPACE NO CHANGES PROPOSED) z Q z Z LLI � C) CN C) U..� Q I)o d) O 2 J Q O w Q U� O � o LL Z O a- (D 2C) 9716 REGISTERED � ARCHITECT / vp' /k. HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm too"-% Nil H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/29/2024 PERMIT SET PROPOSED FLOOR PLAN & DEMO PLAN RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.1 r_V nn/-%00T-n -r r2 A FIXTURE LEGEND (ALL FIXTURES ARE EXISTING U.N.O.) S.D. O SMOKE DETECTOR & FiRE ALARM F.A. 0 El CEILING-MOUNTED LIGHT O RECESSED CAN LIGHT AO NEW RECESSED LED CAN LIGHT (12W) CEILING -MOUNTED FLUORESCENT LIGHT PENDANT LIGHT 0 EXHAUST FAN 0 WALL -MOUNTED ELEC. HEATER (#DR-975 7500-WATT 240-V) HVAc CEILING -MOUNTED HVAC EQUIP. (SEE NOTE BELOW) NOTE: UNDER SEPARATE MECHANICAL PERMIT, REMODELED SPACES MUST BE SHOWN TO MEET MECHANICAL VENTILATION REQUIREMENTS iN ACCORDANCE WiTH iMC 403 AND WSEC C403.3.5, OR SHOW ALTERNATE COMPLIANCE. REFLECTED CEILING PLAN SCALE 1/4'' - 1'-0" Z Z Z LLI � O CN � W Q rn O 2 J Q O w Q � C)> O o L.L Z O (c) � �Lu 9716 REGISTERED ;ARCHITECT lz� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/29/2024 PERMIT SET REFLECTED CEILING PLAN RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 NOTE: ALL OPERABLE PARTS INSIDE AND ADJUST EXISTING TOILET LEADING INTO THE BATHROOM (INCLUDING LOCATION AS SHOWN (VERIFY DOOR HANDLES, FAUCETS, DISPENSERS, EXISTING SEAT HEIGHT 1517'-19"; FiN15HED FLOOR iN ETC.) SHALL BE OPERABLE WiTH ONE HAND OR INSTALL NEW FIXTURE) BATHROOM SHALL AND SHALL NOT REQUIRE TIGHT GRASPING, BE STABLE, FiRM, PiNCHiNG, OR TWiSTiNG OF THE WRIST. THE INSTALL NEW FIXED REAR, SiDE, & FORCE REQUIRED TO ACTIVATE OPERABLE RESISTANT, GRAB BARS PER PET. 4/A1.3 AND S 8 min RE5i5TANT, TYP. 205 PARTS SHALL BE 5.0 POUNDS MAX.; ALL REINSTALL EXISTING OR OPERABLE PARTS SHALL BE LOCATED INSTALL NEW T.P. T-SHAPED TURNING WiTHiN REACH RANGES PER PET. 5/A1.3 Di5PEN5ER PER PET. 7/A1.3 SPACE PER PET. 3/A1.3 --------� o REINSTALL RM. k SiGN PER PET. I r, 8/A1.3; SiGN = TO ALLOW MiN. E `n o cfl v L { — ——18"X18" CLR. N I I 230 — — 230 L`•� c x E E fV 2f SPACE E o N �� j CO z — CENTERED `� a0 E cV ' z °L m 42° Cn O Q I �� REINSTALL EXIST. N � — INSTALL DOOR Q OR INSTALL NEW THRESHOLD MIRROR PER PET. PER PET. 8/A1.0 z 6/A1.3 4111111w C:)p EXiSTiNG 3-0 X6 8 11 min LLJ N VERIFY EXISTING WALL- DOOR WiTH LATCH 280 6 max z i co MOUNT LAVATORY MEETS ' BUT NO CLOSER 150 w Q d) DiMS. PER PET. 2/A1.3, AND — — — KNEE &TOE CLEARANCE 10 max p 2 J Q ALLOWS FORWARD APPROACH FOR 30"X48" Q N.T.s. 255 w Q CLEAR FLOOR SPACE WiTH - O KNEE & TOE CLR. PER PET. UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH C)1/A1.3, CENTERED ON FIXTURE; REINSTALL iF NEC., L— — — — �y OR INSTALL NEW FIXTURE CREINSTALLXISTING PAPERENSER TO MEET A E PER PET. 5/A1.3 Q rn LU N ENLARGED ACCESSIBLE BATHROOM PLAN Q SCALE:1/2" = 1'-0" x x 0 Q 0 EXISTING WALLS WATER SUPPLY AND DRAiNPiPES po x N ® UNDER SINKS SHALL 13E INSULA NEW WALLS TO PROTECT AGAINST CONTA TTED N 0 CO Ila') qlT NOTES: 1. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACE, UNO. x 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE FINISHED UNiT SiZES, UNO. E 'n ob co 3. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION START. CO 4. PROVIDE NEW FiRE EXTINGUISHERS (OR VERIFY EXISTING) OF CLASS AND TYPE REQUIRED BY FiRE MARSHALL. 5. VERIFY LOCATION OF EXIST ELECTRICAL OUTLETS AND PROVIDE NEW OUTLETS AS REQUIRED. CONTRACTOR TO VERIFY LAVATORY SHALL HAVE 20 max ADEQUATE POWER SUPPLY AT EXiSTiNG ELECTRICAL PANEL. VERIFY THE ADDITION AND LOCATION OF ALL NEW CIRCUITS AND KNEE & TOE CLEARANCE 4 Al I ELECTRICAL OUTLETS SERVING NEW EQUIPMENT AND APPLIANCES WiTH CLIENT. — PER PET.1/A1.3 510 6. STRUCTURAL ELEMENTS, FIXTURES, OR FURNiSHiNGS SHALL NOT PROJECT HORIZONTALLY MORE THAN 4" OVER ANY WALKING SURFACE BETWEEN THE HEIGHT OF 27" AND 80" ABOVE THE WALKING SURFACE. SECTION 1003.3.3. 10 max 255 LAVATO RY DETAI L 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON a� STATE OF WASHINGTON rC o E (V IV- 60 min 1525 x o ; r— — — — — — — — --, 36 min r` I I AO 39-41 915 12 min (p � X I 990-1040 305 >20 - 25 v Ln REFUG 24 min �:j I I i37— C 12 max 0 610 >510 635 L _ J E N 305 42 rrnn - f OBSTRUCTED FORWARD REACH 24 min - o 1 oss - 610 I cD Section 609 4 $ M Il - C x I I Cn p M V 36min CClC� 12 min 915 12 min 255-610 305 105 OBSTRUCTED SIDE REACH H 2 D ARCH I T E C T U R E T-SHAPED TURNING SPACE TOILET GRAB BAR DETAILS EACH RANGE DETAILS HEIGHT OF RAISED CHARACTERS ABOVE FLOOR D E S + I G N PERMANENT ROOM SiGNAGE: 23020 EDMONDS WAY, #113 e�36 max 36 max - SHALL BE LOCATED ALONG E D M O N D S, WA 9 8 0 2 0 42 max an 915 915 THE LATCH SiDE OF THE DOOR P. 2 0 6 5 4 2 3 7 3 4 1070 24 rran 4 mm-SHALL NOT 13EPLACED ON r www.h2darchitects.com eh n 610 610 PUSH SiPE OF DOOR UNLESS MIRROR 24 mM iT HAS A CLOSER • t. 610 - SHALL ALLOW FOR A CLEAR I ® �• •• !' • •• FLOOR AREA OF 18"X18" MiN. 12 mn CENTERED ON THE SiGN DATE: 3/29/2024 BOTTOM OF � 305 BEYOND THE DOOR SWING REFLECTING E R+ E N ARC iF iT CONTAINS RAISED SURFACE m V Secbw 609 3 CHARACTERS AND BRAILLE - SHALL HAVE NON -GLARE -- --- VANITY WHERE E �R FiNiSH AND CHARACTERS E N E II L- , i OCCURS (SEE °r° 'Q SHALL CONTRAST WiTH THEIR v � � PERMIT SET < 2/A1.3) BACKGROUND U FiNiSHED ' FLOOR 10T0 ENLARGED BATHROOM PLAN & (a) Protruding Dispens`, Relow Grah R it (b) Protruding Dispenser Above Grab Bar ACCESSIBLE DETAILS is I Recessed Dispenser HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR RESUB MIRROR MOUNTING DETAIL 07N.T.S. RTOILET PAPER DISPENSER DETAILS PERMANENT ROOM SIGNAGE DETAILS Mar292024 V N T.5. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .3 OA kI A11 C /l c" nr NOTES: 1. SHEATHING SHALL BE 1/2" PL 32/16 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES AND PANEL EDGES. REFER TO DETAIL 1/SS-3 FOR SHEATHING LAYOUT AND NAILING. 2. SILL PLATE ANCHORS SHALL BE 1/2" 0 x 4" EXPANSION ANCHORS @ 3'-0" MAX SPACING. USE MINIMUM OF TWO ANCHORS PER SILL PLATE AND PLACE ONE ANCHOR WITHIN 9" OF END OF PLATES, TYP UNO. AT ALL SILL PLATE ANCHORS, CONTRACTOR SHALL INSTALL 1/4 x 3 x 0'-3" FLAT PLATE WASHERS. RESUB Mar 29 2024 CIry OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT W 28/ 24 AQUARIUM CO—OP DATE 03/28/24 SHEET PROJECT NO. 24087.10 9661 FIRDALE AVE ENGINEERING EDMONDS, WA 98020 SCALE 1/Z = 1'-0" 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 TITLE ELEVATION DRAWN BY JOS S S _ 1 CHECKED BY MRD PHONE (425) 778-8500 APPROVED BY DMT FAX (425) 778-5536 PLOT DATEFILE NAME: SS-1 LVICT nr)r FACT NOTES: 1. SILL PLATE ANCHORS SHALL BE 1/2" 0 x 4" EXPANSION ANCHORS @ 3'-0" MAX SPACING. USE MINIMUM OF TWO ANCHORS PER SILL PLATE AND PLACE ONE ANCHOR WITHIN 9" OF END OF PLATES, TYP UNO. AT ALL SILL PLATE ANCHORS, CONTRACTOR SHALL INSTALL 1/4 x 3 x 0'-3" FLAT PLATE WASHERS. RESUB Mar 29 2024 Cl OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W 28/ 24 AQUARIUM CO—OP DATE 03/28/24 SHEET PROJECT NO. 24087.10 9661 FIRDALE AVE ENGINEERING EDMONDS, WA 98020 SCALE 1/2" = V-0" 250 4TH AVE. 5" SUITE 200 EDMONDS, WASHINGTON 98020 TITLE ELEVATION DRAWN BY JOS SS-2 CHECKED BY MRD PHONE (425) 778-8500 APPROVED BY DMT FAX (425) 778-5536 PLOT DATE: V-/- FILE NAME: SS-2 NOTE: STAGGER SHEATHING AS SHOWN. INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP I I it CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN II II � I II II II II I�-JI DIAPHRAGM BOUNDARY TYPICAL SHEATHING DETAIL SCALE: NTS RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICEE ENGINEERING AQUARIUM CO-OP 9661 FIRDALE AVE EDMONDS, WA 98020 DATE 03/28/24 SHEET PROJECT NO. 24087.10 SCALE NTS 250 4TH AVE. 5" SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 TITLE TYPICAL SHEATHING DETAIL DRAWN BY JOS SS-3 CHECKED BY MRD APPROVED BY DMT PLOT DATE: 01 FILE NAME: SS-3