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BLD2021-1430+Demolition_Plan+10.15.2021_1.52.54_PM+2466158SUBJECT TO FIELD INSPECTION. DEMO ONLY INTERIOR NON BEARING WALLS SHOWN ON PLANS PV1 I I E I ! ■ 21010 70TH AVE WEST, EDMONDS WA. 98026 ABBREVIATIONS VICINITY MAPS PROJECT SUMMARY SHEET INDEX ,.-411 -- BC F.A. ALARM PRE L` f - I - PROJECT ADDRESS: 21010 70TH AVE WEST, EDMONDS WA. SHEET CONTENT AND PRCST. —CAST L ANGLE F.D. FLOOR DRAIN =° R .-i : a - 98026 @ FDN. FOUNDATION PL. PLATE ;._- > T AO.1 COVER SHEET AT CENTERLINE F.E. FIRE EXTINGUISHER P.L. PLN. PROPERTY LINE' PLAN - R— n PARCEL NUMBER: 00566900600102 F.F. FINISH FLOOR A1.0 SITE PLAN DIAMETER OR ROUND FIN. FINISH PLN. PLASTIC LAMINATE L PERPENDICULAR FJ FLOOR JOIST PLAS. PLASTER LEGAL DESCRIPTION: Section 20 Township 27 Range 04 Quarter SW -- SEATTLE HEIGHTS DIV 4 BLK A1.1 LIFE SAFETY /EGRESS PLAN POUND OR NUMBER FLASH. FLASHING PLYWD. PLYWOOD s 006 D-02 — E 109FT OF LOT 1 & LOT 2 SD PLAT EXC N 11 OFF THOF & EXC S FLG. FLANGE PR. PAIR (E) FLOOR PT. POINT ___ 12FT THOF AKA PAR A CITY OF ED LLA LL-2007-0078 AFN20071 1 155002 EXISTING FLR. FLUOR. F.O.C. FLOURESCENT FACE OF CONCRETE P.T. P.T. D.F. PRESSURE TREATED PRESSURE TREATED 4 _ PROPERTY OWNER: MARINEZ RE GROUP LLC. A1.2 AS —BUILT / DEMO PLAN _ - -' ,_V_ �@ A1.3 FLOOR PLAN F.O.F. FACE OF FINISH DOUGLAS FIR A1.4 REFLECTED CEILING PLAN F.O.S. FACE OF STUD A.B. FPRF. FIREPROOF �� ST SW ZONING: BP ANCHOR BOLT „10TH OCCUPANCY: B SEE SHEET A1.1 FOR EXITING INFORMATION ( ACOUS. ACOUSTICAL FT. FOOT OR FEET R. RISER - ' - -r =- ` '� "`^ . - -4 -� "; - >: �. SEISMIC ZONE: 3 A.D. AREA DRAIN FTG. FOOTING RAD. RADIUS A2.0 EXTERIOR ELEVATION ADDL. ADDITIONAL FURR. FURRING R.D. ROOF DRAIN STORIES/BASEMENTS: 1 /0 A3.0 ENLARGED RESTROOM PLANS &ELEVATIONS ADJ. ADJACENT FUT. FUTURE REF. REFERENCE ADJUST. ADJUSTABLE - - - --- = `G' YEAR BUILT: 1988 AGGR. AGGREGATE REFR. REINF. REFRIGERATOR REINFORCED y,. ALLOW. ALT. ALLOWABLE ALTERNATE GA. GAUGE REQ. REQUIRED - FLOOR AREA: —6,828 SF A3.1 ENLARGED KITCHENETTE PLAN, ELEVATIONS & DETAILS ALUM. ALUMINUM GALV. G.B. GALVANIZED GRAB BAR RESIL. RESILIENT :F-;-L;* r TOTAL BUILDING AREA: —6,828 SF APPROX. APPROXIMATE RGTR. REGISTER TOTAL T.I. AREA: N5,620 SF (2,428 SF OFFICE + 3,150 SF WAREHOUSE + 42 SF STORAGE) A6.0 DETAILS ARCH. ARCHITECTURAL GL. GLASS RJ ROOF JOIST ASB. ASBESTOS G.LA. GLUE LAMINATED ASPH. ASPHALT GND. GROUND RM. ROOM w w,:,_,_a_ __ Q Q CALCULATED OCCUPANCY: 25 PPL ASSY. ASSEMBLY GR. GRADE RR • ROUGH OPENING o � PROJECT , GYP. GYPSUM RWD. ROOF RAFTER REDWOOD z `V SITE = 1t PARKING PROVIDED: 11 PARKING SPACES (E) = 11 TOTAL o, 1 STALL/800 SF OFFICE: 4 STALLS REQUIRED BD. BDRY. BOARD BOUNDARY H.B. H.C. HD HOSE BIB HOLLOW CORE HOLD DOWN A. _ ate_ -- �-, _ �, ', C Z 1 STALL/1000 SF WAREHOUSE: TOTAL: 4 STALLS REQUIRED 8 STALLS REQUIRED SCHED. SCHEDULE BITUM. BL BITUMINOUS BOTTOM LAYER HDR. HDWD. HEADER HARDWOOD SECT. SECTION { £ i� BLDG. SHTGSHEATHING BUILDING HDWE. HARDWARE . "—` PROJECT DESCRIPTION: PROVIDE TENANT IMPROVEMENTS TO APPROXIMATELY 5,620 SF INCLUDING BLK BLOCK HK. HOOK SH. SHELF _ ,. _ _,r' :. THE DEMOLITION OF PORTIONS OF THE EXISTING BUILDING INTERIOR, NEW BLKG. BLOCKING SHR. SHOWER H.M. HOLLOW METAL SHT. SHEET N - •, - WALL AND CEILING CONSTRUCTION, NEW LIGHT FIXTURE AND POWER & DATA BM. BN BEAM BOUNDARY NAILING HORIZ. HORIZONTALe SIM. SIMILAR �., _ - - - =_ - - INSTALLATION, NEW RESTROOM FACILITIES AND KITCHENETTE + ASSOCIATED HR. HOUR BOT. BOTTOM SPCG. SPACING �� - 212TH ST SW PLUMBING, NEW MECHANICAL SYSTEM, REPLACEMENT AND REFURBISHMENT B.S. BOTH SIDES HGT. HEIGHT SPEC. SPECIFICATION ,-4� *• OF (E) EXTERIOR GARAGE DOORS AND WINDOWS, EXTERIOR FACADE BTWN. BETWEEN SQ. SQUARE _-._.- ' IMPROVEMENTS AND NEW CARPET AND PAINT THROUGHOUT. ALL I.D. INSIDE DIAMETER S.S. S.SK. STAINLESS STEEL SERVICE SINK ; - CONSTRUCTION IS NON—COMBUSTIBLE. INSUL. INSULATION STA. STATION CAB. INT. INTERIOR STAG. STAGGERED - '' a_ +. USE: TENANT OPERATES A PLUMBING BUSINESS — FACILITY WILL BE USED FOR C.B. CABINET CATCH BASIN JST. JOIST STD. STL. STANDARD STEEL DAILY OPERATIONS AND WAREHOUSE / STORAGE NEEDS. THERE WILL BE CEM. CEMENT JT. JOINT STOR. STORAGE NO ON —SITE CUSTOMER SERVICE. CER. CERAMIC STR. STRAIGHT C.I. CJ CAST IRON CEILING JOIST STRUCT. STRUCTURAL - !. l CONSTRUCTION TYPE: V—B NON —SPRINKLED C.L. CENTER LINE KIT. KITCHEN SUSP. SUSPENDED � CLG. CEILING SYM. SYMMETRICAL CLKG. CAULKING N APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE, 2018 UNIFORM PLUMBING CODE, CLR. CLEAR LAB. LABORATORY 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FIRE CNTR. COUNTER LAM. LAMINATE N.T.S. CODE, 2018 NATIONAL ELECTRICAL CODE, 2018 WASHINGTON STATE COL. COLUMN LAV. LAVATORY ENERGY CODE, LOCAL MUNICIPAL CODES CONC. CONCRETE LG. LONG TRD. TREAD CONN. CONNECTION LGTH. LENGTH T.B. TOWEL BAR CONSTR. CONSTRUCTION LT. LIGHT CORR. CONT. CORRIDOR CONTINUOUS LTWT. LIGHT WEIGHT T&B T.C. TOP AND BOTTOM TOP OF CURB PROJECT TEAM CSK. COUNTERSINK TEL. TELEPHONE OWNER ARCHITECT CONTRACTOR CTR. CENTER TEMP. TEMPORARY TER. TERRAZZO MAX. MAXIMUM T.&G. TONGUE & City Of Edmonds MB MACHINE BOLT TH. THICK GROOVE MIKE & NICOLE MARINEZ BLAKE BETHARDS NIGEL STARR DBL. DEPT. DOUBLE DEPARTMENT M.C. MECH. MEDICINE CABINET MECHANICAL THRD. THREADED Building Department MARINEZ PLUMBING, LLC. BETHARDS ARCHITECTURE + DESIGN HST CONSTRUCTION DET. DETAIL 425-775-0201 310-463-1013 425-681-4326 D.F. DIA. DOUGLAS FIR DIAMETER MEMB. MET. MEMBRANE METAL Work INTERIOR NON BEARING WALLS ONLY DEMO MIKES_PLUMBING@MSN.COM BLAKE@BETHARDSARCHITECTURE.COM NIGELSTARR@HSTCONSTRUCTION.COM DIM. DIMENSION MEZZ. MEZZANINE 21010 70TH AVE WEST, EDMONDS WA. 2130 6TH AVE W. SEATTLE, WA. 98119 11512 NE 20TH STREET, BELLEVUE, WA. DISP. DISPENSER MFR. MANUFACTURER T.O.P. T.O.R. TOP OF PLATE TOP OF RIDGE Address 21010 70TH AVE W 98026 98004 DN. DOWN MH. MANHOLE D.O. DOOR OPENING MIN. MINIMUM T.P. TOP OF PAVEMENT DR. DOOR MIR. MIRROR T.V. TELEVISION Owner MIKES PLUMBING DWG. DRAWING .W. TOP OF WALL MISC. MISCELLANEOUS - ------------ _ __ __ __ __ ________________ DWLS. DWR. DOWELS MK. MARK TYP. TYPICAL Approved Date . 10/15/2021 IDS. DRAWER DOWNSPOUT MTD. MUL. MOUNTED MULLION Building Official OTC DN(EC) UNF. UNFINISHED g U.N.O. UNLESS ________- E. EA. EAST EACH NOTED OTHERWISE Permit Number; BLD2021-1430 DEFERRED SUBMITTALS UR. URINAL EA. W. EACH WAY N. NORTH ------------------------------------------------------ E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT EL. ELEVATION NO. or # NUMBER VERT. VERTICAL ELEC. ELECTRICAL NOM NOMINAL VEST. VESTIBULE ELEV. ELEVATOR N.T.S. NOT TO SCALE V.G.D.F. VERTICAL GRAIN "''''................................ REVIEWED THE FOLLOWING PERMIT SUBMITTALS WILL BE DEFERRED AND COORDINATED BY THE SELECTED SUB —CONSULTANTS: EMBMT. EMBEDMENT DOUGLAS FIR EMER. EMERGENCY V.I.F. VERIFY IN FIELD RECEIVED = BY —PLUMBING ENCL. E.P. ENCLOSURE CITY OF EDMONDS!—HVAC EQ. ELECTRICAL PANEL EQUAL O.A. OVERALL W. W/ WEST WITH OCt 15 2021 CITY OF EDMONDS BUILDING DEPARTMENT -ELECTRICAL EQPT. EQUIPMENT OBS. OBSURE E.S. W.C. WATER CLOSET EACH SIDE O.C. ON CENTER ................................................ DEVELOPMENT SERVICES DEPARTMENT EXST. EXISTING O.D. OUTSIDE DIAMETER WD. WOOD W/0 WITHOUT EXPO. EXPOSED OFF. OFFICE W EXP. EXPANSION OPNG. OPENING , WATERPROOF EXT. EXTERIOR OPP. OPPOSITE WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH Project No. 11699 Ll z REGISTERED ARCHITECT T'4 B L A E BETHARDS STATE OF WASHINGTON Revisions Notes RECEIVED Oct 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions 2021.01 Project North 0 (D Scale 1/32"=1'-0" COVER SHEET A0.1 BETHARDS ARCHITECTURE + DESIGN © 2021 PROPERTY INFORMATION PARCEL NUMBER 00566900600102 ZONE R-8400 PROPERTY DESCRIPTION Section 20 Township 27 Range 04 Quarter SW — SEATTLE HEIGHTS DIV 4 BLK 006 D-02 - E 109FT OF LOT 1 & LOT 2 SO PLAT EXC N 11OFT THOF & EXC S 12FT THOF AKA PAR A CITY OF ED LLA LL-2007-0078 AFN200711155002 ADDRESS 21010 70TH AVE WEST, EDMONDS WA. 98026 ZONING BP SEISMIC ZONE 3 PROPERTY OWNER NAME MARINEZ RE GROUP LLC. BUILDING INFORMATION OCCUPANCY B (SEE SHEET A1.1 FOR EXITING INFORMATION) STORIES / BASEMENTS 1/0 YEAR BUILT 1988 CONSTRUCTION TYPE Va NON -SPRINKLED TOTAL BUILDING AREA —6,828 SF TOTAL T.I. AREA --5,620 SF (2,428 SF OFFICE, 3,150 SF WAREHOUSE, 42 SF STORAGE) CALCULATED OCCUPANCY 25 PPL (SEE SHEET A1.1 FOR OCCUPANCY CALCS) PARKING 11 STALLS PROVIDED - 8 REQUIRED (1/800 SF OFFICE = 4) ( 1/100SF WAREHOUSE = 4) EXISTING BUILDING S 89 ° 171061, W 99.05' S 89 ° 17'06" W 109.05' I I I I I I I I I I � I r-I 1 UVILVIIYVI JIVIIIM%AF- W C3 0 LLJ W w I I I I I I I I I I I I I I I � 00 N Ln I M N M I ;Y) N O Z I I I I I I I I I I I I I I I I I (D z v� m LU5 hen :Ea. Project No. 2021.01 11699 REGISTERED \ ARCHITECT BLA E BETHARDS STATE OF WASHINGTON Revisions Notes RECEIVED Oct 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions Project North Scale 1/8"=1'-0" SITE PLAN SITE PLAN SCALE: 1/8" = 1' A100 BETHARDS ARCHITECTURE + DESIGN © 2021 CONTRACTOR NOTES GENERAL CONTRACTOR SHALL APPLY FOR AND OBTAIN AT THE CONTRACTOR'S SOLE EXPENSE, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY ALL APPLICABLE BUILDING CODES AND REGULATORY CITY AND STATE AGENCIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODE REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUB —CONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR HIS AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL GUARANTEE THEIR WORK AND THAT OF THEIR SUBCONTRACTORS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. WHEN DIMENSIONS ON DRAWINGS ARE IN CONFLICT, THE ARCHITECT WILL FURNISH INTERPRETATION. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING DRAWINGS. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. CONTRACTORS TO FOLLOW MECHANICAL, ELECTRICAL AND PLUMBING ENGINEERING DRAWINGS FOR LAYOUT, CIRCUITING AND LOCATION OF ALL ITEMS SPECIFIED IN THE DRAWINGS. CONTRACTORS TO FOLLOW ARCHITECT'S DRAWINGS FOR EXACT LOCATION OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. UPON COMPLETION, THE SPACE SHALL BE CLEAN AND ALL REFUSE SHALL BE REMOVED FROM THE SITE. ALL EXIT DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (E) REMOVE CONCRETE CURB @ FLOOR DRAIN WALL TO REMAIN WALL TO REMAIN 1��C���I�►Ri7 CONSTRUCTION NOTES > REMOVE ELECTRICAL WIRING, CONDUIT AND OBSOLETE DEVICES THROUGHOUT THE BUILDING. REMOVE EXHAUST DUCTWORK AND UNUSED PLUMBING ELEMENTS AS REQUIRED. > PATCH/REPAIR ANY (E) WALLS TO REMAIN IN PREPARATION FOR PLANNED FINISH. EMOVE DOOR & INFILL I I � I I � I I � I I I I I I r I I I I I I I I I I I I DEMO (E) LID L I I -- I I I I I I I I I I I I I I I I I I I I I I I I '-li ilT i III III � I I ------------------------------ � III III � I I � III III � I III � ---------------------------� r I I I I T--t- - I I � I I ' 7�1 -' I I II I I II i I I iL SALVAGE II I FOR DOOR #14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DEMO (E) ( ) T-GRID CEILING I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r I I I I I I I I I I I I i II i REMOVE OVERHEAD DEMO (E) CONCRETE COILING DOOR & REPLACE REMOVE OVERHEAD DOOR REPLACE W/ NEW DOOR - REVERSE SWING REMOVE (E) GARAGE DOORS AND INFILL OPENINGS (D r- �a Project No. 2021.01 Revisions Notes 11699 REGISTERED BLA E BETHARDS STATE OF WASHINGTON RECEIVED Oct 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions Project North 0 0 Scale 1/32"=1'-0" DEMO PLAN DEMO PLAN SCALE: 3/16" = f A102 BETHARDS ARCHITECTURE + DESIGN © 2021