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APPROVED BLD PLN_RESUB1 BLD2021-1290+SITE &Architectural_Plan+11.11.2021_11.51.19_AM+2515872ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE O' "JOB SITE MIKE'S 21010 70TH AVE WEST, EDMONDS WA. 98026 Approved by Fire 11/18/2021 AFM 1C��tt��'e!' 1. Project description denotes 3,150 SF of warehouse this makes the project a mixed use and a change of use. The 5,000 sq ft size is over the threshold for fire sprinklers but because it is also noted "No onsite customer service" only a fire alarm will be required per EDCC 19.25.035 C-2. In existing buildings and structures that undergo an addition where the new total fire area is 3,000 square feet or greater. C-3. When required by the International Existing Building Code (IEBC) for existing buildings and structures undergoing additions, alterations, repairs or changes of occupancy. The classification of work level shall be determined by the building and fire code official. 2.Separate permit required for fire alarm 3. Fire extinguishers, exit signage on final ABBREVIATIONS VICINITY MAPS PROJECT SUMMARY SHEET INDEX _ f �_ ` - - BC AND F.A. FIRE ALARM PRE I ', -- � PROJECT ADDRESS: 21010 70TH AVE WEST, EDMONDS WA. SHEET CONTENT PRCST. -CAST L ANGLE F.D. FLOOR DRAIN -- .� _ _ � - � _ 98026 @ AT FDN. FOUNDATION PL. P.L. PLATE PROPERTY LINE .B ' ; __ A0.1 COVER SHEET CENTERLINE F.E. FIRE EXTINGUISHER PLN. PLAN r_ .� a - __ .§� r PARCEL NUMBER: 00566900600102 F F FINISH FLOOR - - .. ' _ - A1.0 SITE PLAN DIAMETER OR ROUND FIN. FINISH P.LAM. PLASTIC LAMINATE �• •' i � 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 (E) POUND OR NUMBER EXISTING FLASH. FLG. FLR. FLASHING FLANGE FLOOR PLYWD. PR. PT. PLYWOOD PAIR POINT - --� - � � ,: �_ '�_ .�T , � � 006 D-02 - E 109FT OF LOT 1 & LOT 2 SD PLAT EXC N 110FT THOF & EXC S 12FT THOF AKA PAR A CITY OF ED LLA LL-2007-0078 AFN20071 1 155002 A1.2 AS —BUILT /DEMO PLAN FLUOR. FLOURESCENT P.T. PRESSURE TREATED � PROPERTY OWNER: MARINEZ RE GROUP LLC. F.O.C. FACE OF CONCRETE P.T.D.F. PRESSURE TREATED - - - - _.� A1.3 FLOOR PLAN F.O.F. FACE OF FINISH DOUGLAS FIR �_ A1.4 REFLECTED CEILING PLAN F.O.S. FACE OF STUD FPRF. FIREPROOF 210TH ST SW -- -- ZONING: BP A.B. ANCHOR BOLT OCCUPANCY: B SEE SHEET A1.1 FOR EXITING INFORMATION ( ) A2.0 EXTERIOR ELEVATION ACOUS. ACOUSTICAL FT. FOOT OR FEET R. RISER A.D. AREA DRAIN FTG. FOOTING RAD. RADIUS ADDL. ADDITIONAL FURRING "` +�� � "# � `� ��� �' r � '� � `' � '-� SEISMIC ZONE: 3 STORIES/BASEMENTS: 1 /0 FURR. R.D. ROOF DRAIN a A3.0 ENLARGED RESTROOM PLANS &ELEVATIONS ADJ. ADJACENT FUT. FUTURE REF. REFERENCE ADJUST. ADJUSTABLE _ _ _ YEAR BUILT: 1988 AGGR. AGGREGATE REFR. REINF. REFRIGERATOR REINFORCED ALLOW. ALT. ALLOWABLE ALTERNATE GA. GAUGE REQ• REQUIRED - � -; FLOOR AREA: N6 828 SF � A3.1 ENLARGED KITCHENETTE PLAN, ELEVATIONS 8c DETAILS ALUM. ALUMINUM GALV. GALVANIZED RESIL. RESILIENT -� TOTAL BUILDING AREA: ^�6,828 SF APPROX. APPROXIMATE G.B. GRAB BAR RGTR. REGISTER �.:F--��_ � � �- _ 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 -_ - Q �.. �;�, Q � CALCULATED OCCUPANCY: 25 PPL ASSY. ASSEMBLY GR. GRADE RR • ROUGH OPENING o �� PROJECT GYP. GYPSUM RWD. ROOF RAFTER REDWOOD z �. � SITE � � � PARKING PROVIDED: 11 PARKING SPACES (E) = 11 TOTAL _ _ � 1 STALL/800 SF OFFICE: 4 STALLS REQUIRED BD. BOARD H.B. H.C. HOSE BIB HOLLOW CORE - � � `n� � '� 1 STALL/1000 SF WAREHOUSE: 4 STALLS REQUIRED � TOTAL: 8 STALLS REQUIRED BDRY. BOUNDARY HD HOLD DOWN SCHED. SCHEDULE A.°� �; �, S BITUM. BL BITUMINOUS BOTTOM LAYER HDR. HDWD. HEADER HARDWOOD SECT. SECTION ~{=� �= F ;- BLDG. BUILDING HDWE. HARDWARE SHTG. SHEATHING � ``°`�' PROJECT DESCRIPTION: PROVIDE TENANT IMPROVEMENTS TO APPROXIMATELY 5,620 SF INCLUDING BLK BLOCK HK. HOOK SH. SHELF � _ - �_ y ., _� � - THE DEMOLITION OF PORTIONS OF THE EXISTING BUILDING INTERIOR, NEW BLKG. BLOCKING H.M. HOLLOW METAL SHR. SHOWER SHT. SHEET � yr. •, --- - WALL AND CEILING CONSTRUCTION, NEW LIGHT FIXTURE AND OWER &DATA BM. BN BEAM BOUNDARY NAILING HORIZ. HORIZONTAL SIM. SIMILAR �- �- � - =T- � _ - __ INSTALLATION, NEW RESTROOM FACILI ASSOCIATED HR. HOUR BOT. BOTTOM SPCG. SPACING � _-- 212TH ST SW - PLUMBING, NEW MECHANICAL SYSTEM, FIRE ALARM SYSTEM, REPLACEMENT B.S. BOTH SIDES HGT. HEIGHT SPEC. SPECIFICATION _ _ _ -..= AND REFURBISHMENT OF (E) EXTERIOR D WINDOWS, BTWN. BETWEEN SQ. SQUARE _- '� _ _ EXTERIOR FACADE IMPROVEMENTS AND NEW CARPET AND PAINT I.D. INSIDE DIAMETER S.S. S.SK. STAINLESS STEEL SERVICE SINK �- _-__ ; ; � THROUGHOUT. ALL CONSTRUCTION IS NON-COMBUSTIBLE. INSUL. INSULATION STA. STATION �� � ! - CAB. INT. INTERIOR STAG. STAGGERED - _- �' � 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 _ ' �---:...�° � CONSTRUCTION TYPE: V-B NON -SPRINKLED C.L. CENTER LINE KIT. KITCHEN SUSP. SUSPENDED � � - CLG. CEILING SYM. SYMMETRICAL � r-- 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 Separate permits required: CORK. CORRIDOR LTWT. LIGHT WEIGHT TBcB TOP AND BOTTOM CONT. CONTINUOUS T.C. TOP OF CURB PROJECT TEAM CSK. COUNTERSINK TEL. TELEPHONE Plumbing OWNER ARCHITECT CONTRACTOR CTR. CENTER TEMP. TEMPORARY TER. TERRAZZO Mechanical MAX. MAXIMUM T.BcG. TONGUE & DBL. DOUBLE MB M.C. MACHINE BOLT MEDICINE CABINET TH. THRD. THICK THREADED GROOVE City Of Edmonds MIKE & NICOLE MARINEZ BLAKE BETHARDS NIGEL STARK DEPT. DEPARTMENT MARINEZ PLUMBING, LLC. BETHARDS ARCHITECTURE + DESIGN HST CONSTRUCTION DET. DETAIL MECH. MEMB. MECHANICAL MEMBRANE Buildin De artment g p 425-775-0201 310-463-1013 425-681-4326 D.F. DOUGLAS FIR MET. METAL MIKES_PLUMBING@MSN.COM BLAKE@BETHARDSARCHITECTURE.COM NIGELSTARR@HSTCONSTRUCTION.COM DIA. DIM. DIAMETER MEZZ. MEZZANINE 21010 70TH AVE WEST, EDMONDS WA. 2130 6TH AVE W. SEATTLE, WA. 98119 11512 NE 20TH STREET, BELLEVUE, WA. DISP. DIMENSION DISPENSER MFR. MANUFACTURER T.O.P. TOP OF PLATE Work T/I 98026 98004 DN. DOWN MH. MANHOLE T.O.R. TOP OF RIDGE D.O. DOOR OPENING MIN. MINIMUM T.P. TOP OF PAVEMENT Address 21010 70TH AVE W DR. DOOR MIR. MIRROR T.V. TELEVISION DWG. DRAWING MISC. MISCELLANEOUS T•W. TOP OF WALL Owner MIKES PLUMBING DWLS. DOWELS MK. MARK TYP. TYPICAL �------------------------------- DS. DOWNSPOUT MTD. MOUNTED Approved Date � 11/23/2021 MUL. MULLION --------------------- UNF. UNFINISHED U.N.O. UNLESS Building Official Elrl.fi �%G�-v'ff.� E. EAST NOTED OTHERWISE EA. EA. W. EACH EACH WAY N. NORTH UR. URINAL Permit Number DEFERRED SUBMITTALS E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT gLD2021-1290 EL. ELEVATION N0. or #NUMBER VERT. VERTICAL ELEC. ELECTRICAL NOM NOMINAL VEST. VESTIBULE ELEV. ELEVATOR N.T.S. NOT TO SCALE V.G.D.F. VERTICAL GRAIN 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 APPROVED BY PLANNING -PLUMBING ENCL. ENCLOSURE E.P. EQ• EQPT. ELECTRICAL PANEL EQUAL EQUIPMENT O.A. OBS. OVERALL OBSURE W W/ WEST WITH 11/22/2021 -HVAC -FIRE ALARM E.S. EACH SIDE O.C. ON CENTER W.C. WATER CLOSET EXST. EXISTING O.D. OUTSIDE DIAMETER WD. WOOD EXPO. EXPOSED OFF. OFFICE W/0 WITHOUT EXP. EXPANSION OPNG. OPENING W WATERPROOF EXT. EXTERIOR OPP. OPPOSITE WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH W Project No. 11699 Z m J a REGISTERED ARCHITECT �i � wkn BLA E BETHARDS STATE OF WASHINGTON Revisions PERMIT REVISION 1 Notes 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project North 0 Scale 1/32"=1'-0" COVER SHEET 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 SD PLAT EXC N 110FT 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) — — — — — _ _ _ _ S 89 ° 17'06" W 99.05' I I I a0 r-I M r-I M N M M N O Z EXISTING BUILDING — — — — _ _ _ _ _ — S 89 ° 17'06" W 109.05' — _ — EROSION CONTROL AND DRAINAGE NO CHANGES PROPOSED TO EXISTING TRASH ENCLOSURE AND/OR CONTAINERS. ANY CHANGES TO THE ENCLOSURES AND/OR CONTAINERS MAY REQUIRE PERMITS FROM THE CITY OF EDMONDS FOR REVIEW AND APPROVAL. a0 0 i i a V V 6VILUIIVU JIUIVHUC ENGINEERING DIVISION APPROVED AS NOTED � � 11 /30/2021 w cs 0 w w w N SITE PLAN I I I I I I I I I I � W N Ln I M N M I M N O Z I I I I Z Project No. 11699 REGISTERED \ ARCHITECT �I�� ��� BLA E BETHARDS STATE OF WASHINGTON Revisions PERMIT REVISION 1 Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale 1/8"=1'-0" SITE PLAN A1.0 SCALE: 1/8" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021 � OCCUPANT LOAD — EXITING CALCULATION � OFFICE AREA: 2,420 SF C� 1 OCCUPANT PER 150 SF = 17 OCCUPANTS WAREHOUSE AREA: 3,150 SF C� 1 OCCUPANT PER 500 SF = 7 OCCUPANTS STORAGE AREA: 51 SF C? 1 OCCUPANT PER 300 SF = 1 OCCUPANT TOTAL CALCULATED OCCUPANT LOAD = 25 OCCUPANTS 1 EXIT REQUIRED; 4 EXITS PROVIDED FIRE EXTINGUISHER FIRE EXTINGUISHER F CABINET— POTTER ROEMER F CABINET— POTTER ROEMER ALTA 7012—DV—VB — OR ALTA 7009—DV—VB — OR EQUIV. EQUIV. SEMI —RECESSED SURFACE MOUNT N N 17" BLUE BACKGROUND WHITE EMBLEM UNAUTHORIZED VEHICHLES PARKED IN DESIGNATED 1" WHITE TEXT ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAYBE RECLAIMED AT (ADDRESS) OR BY TELEPHONING (XXX) XXX-XXXX 2" GALVINIZED PIPE SET IN CONCRETE 18" EMBEDMENT DEPTH -REFLECTED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL T— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� FIRE EXTINGUISHER FIRE EXTINGUISHER F CABINET— POTTER ROEMER F CABINET— POTTER ROEMER ALTA 7012—DV—VB — OR ALTA 7009—DV—VB — OR EQUIV. EQUIV. SEMI —RECESSED SURFACE MOUNT a �4 bo 5 (E) 6 (E) Project No. 11699 Z REGISTERED ARCHITECT STATE OF WASH Revisions Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Scale 3/16"=1'-0" LIFE SAFETY PLAN PARKING SIGN SCALE: 1/8" = 1' LIFE SAFETY /EXITING PLAN SCALE: 3/16" = 1' ��� 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) �' i REMOVE CONCRETE CURB @FLOOR DRAIN WALL TO REMAIN WALL TO REMAIN �C�7�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 I �j - I I I I I I I I I I I I I I I I I I I � � i DEMO (E) LID II 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 I I I I � I ��'�li if�'�� I i III III � I I � III III � I I �� III III �� � I (r-�� � III III � I III � -------------------------- -� r-� �� III � _ __� III I I I I � III \� r 1 I I I I I � r I I I I � �-_t � I I I I f=----� I I � � I I � � I I �� W I I , � I I ` �' I I \-�I -' I I I I I I II � II � I I I I I I I I II I I I I II �/ I I I I iL , -' I I SALVAGE FOR DOOR I I I I #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 � I I DEMO E i i �----� ( ) I I � 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 I I I I I I I I I I I I r J � I I I�------------ I I I I I I I I I I ��'�l �—' I I i II i I I � II � I I � I� � � I I � II � REMOVE OVERHEAD DEMO (E) CONCRETE COILING DOOR &REPLACE REPLACE W/ NEW DOOR -REVERSE SWING REMOVE (E) GARAGE DOORS AND INFILL OPENINGS �a Project No. 2021.01 Revisions Notes 11699 REGISTERED ARCHITECT STATE OF WASH RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project North 0 Scale 1/32"=1'-0" DEMO PLAN DEMO PLAN SCALE: 3/16" = 1' A1.2 BETHARDS ARCHITECTURE +DESIGN ©2021 WALL TYPES (E) FRAMED WALL TO REMAIN � ® NEW WALL EXISTING WALL TO DEMO (E) BLOCK WALL TO REMAIN ----- FRAMING- UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS CLADDING INSULATION ENG. LWi � W � J Q U Z J � Q � N � U Q m W � Q O m J Q � = (' � � Z U � W N W � W J Q � Q � (n � = J N (n (n (n (n � � W' (n L� W1 1-A6.0 PER PLAN N STEEL 6" 18GA 16" �" GYP. BD. �" GYP. BD. Y 3" MINERAL WOOL BATT 10 N N/A W2 2-A6. PLAN N STEEL 18GA 8» 16" �» GYP. BD. N/A Y WOOLNBATT 10 N N/A W3 3-A6. PER N STEEL 7-1/4" 16" �" GLASROC WALL TYPE 2 N 6" MINERAL 30 N N/A PLAN 18GA WOOL BATT WINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.O.) � can o � ALL GLASS TAGGED IS NEW GLAZING m z o w J z z w z � w� m�� w o. � Z o (E)= EXISTING GLAZING - NO CHANGE = � O Q� o w z o O Q z � J U w Z X� Q J� Z O W J W� J �� c� cn ��>I�QUcnwcno�UO�m W1 2 8'-0" X 4'-0" 4' o 0 0 0 o U VALUE -> .38; SHGC -> .38 WINDOW NOTES: ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND WINDOW SUPPLIER PRIOR TO ORDERING. INSTALL NEW WINDOWS IN EXISTING OPENINGS AS NOTED. DIMENSIONS AND CALLOUT SIZES ARE ESTIMATES AND SHOULD BE SITE VERIFIED AFTER DRYWALL HAS BEEN REMOVED AND CLEAR DIMENSIONS CAN BE TAKEN. ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: -INGRESS AND EGRESS DOORS - PANELS IN SLIDING OR SWINGING DOORS - DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE - IF WITHN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE - IN WALL ENCLOSING STAIRWAY LANDING ALL TEMPERED GLASS TO BE ETCH MARKED. V.I.F. ALL ROUGH OPENING SIZES BEFORE ORDERING WINDOWS. UUUK �l;l-1tUULt SIZE FUNCTION MATERIAL GLAZE FRAME HARDWARE W X H THK o w� o O O � U � w � Q USE MORTISE LEVER HANDLE w � � J � o � � LATCHSETS TYP. � O � O � �` r� N � Z W �oQ z C.� � J Q�� H J (n = �' z W wQz � � w (n Q O Jo�o� W w� � O � �� C.� wo O� USE SCHLAGE LOCK CORES. O O O � � Q S = J (n Q C.� w � O� (n C.� l.� w � J� U H O = � W � z W w� Y (n Q U 01 N-WH 10'-0" X 10'-8" o 0 0 0 o REPLACE W E GARAGE DOOR 02 N-WH 10'-0" X 10'-8" � � � � � U-VALUE > .30 03 S-WH 10'-0" X 10'-8" � � � � � U-VALUE > .30 04 LOADING 10'-0" X 12'-0" � � � � � U-VALUE > .30 05 S-WH 3'-0" X 6'-8" � LHR a o o a o U-VALUE > .30 06 OFFICE 1 3'-0" X 6'-8" � LH o a o 0 0 0 o OFFICE FUNCTION LOCKSET 00 OFFICE 2 3'-0" X 6'-8" � RH o 0 0 0 0 0 o OFFICE FUNCTION LOCKSET 08 MEWS 3'-0" X 6'-8" � RH � � � o PASSAGE FUNCTION LOCKSET 09 WOMEN'S 3'-0" X 6'-8" � RH � � � o PASSAGE FUNCTION LOCKSET 11 OFFICE 3'-0" X 6'-8" � LHR o 0 0 o CLASSROOM FUNCTION LOCKSET 12 SERVER 3'-0" X 6'-8" o RHR o 0 0 o STORAGE FUNCTION LOCKSET » » - - - , 14 CORRIDOR 3'-0" X 6'-8" � LH o 0 0 0 o REUSE 15 LOADING 3'-0" X 8'-0" � RHR o 0 0 � REPLACE (E) EXTERIOR DOOR •zz•T:a�.c•�r�� #1- SIGN "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" - DOOR IS EQUIPPED WITH OVERHEAD CLOSER #2- INSTALL SIGNAGE FOR "MEN" "WOMEN" "ACCESSIBLE" PER REQ'S OF ANSI Al 17.1 - 2017 SEC 703.1-703.6 ALL DOORS TO BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND DOOR/WINDOW SUPPLIER PRIOR TO ORDERING. OWNER TO VERIFY KEYING AND LOCKSET FUNCTIONS PRIOR TO ORDERING. ALL DOORS ENTERING AND LEAVING NON -CONDITIONED SPACE TO HAVE WEATHER SEAL GASKETS. REPLACE ACOUSTIC & WEATHER SEALS ON ALL (E) DOORS. CONFIRM FINISH WITH OWNER PRIOR TO INSTALL. R�H LH \\INSIDE INSIDE����'�� OUTSIDE OUTSIDE p INSIDE I�OUTSIDE INSIDE OUTSIDE����\\;� RHR LHR 36'-33�8" CONSTRUCTION NOTES > SEE WINDOW AND DOOR SCHEDULES ON A1.2 > GRIND, POWER WASH, PATCH AND SEAL EXISTING CONCRETE FLOORS. PROVIDE SAMPLE AREA TO BE APPROVED BY CLIENT > PROPERLY REPAIR AND PREP ALL EXISTING SURFACES TO RECEIVE NEW SPECIFIED FINISH > SILICONE ALL STEEL AND GLASS CONNECTIONS. SILICONE COLOR TO BE APPROVED BY CLIENT > REPLACE WEATHER & ACOUSIC SEALS ON ALL (E) DOORS &WINDOWS > ALL ELECTRICAL DEVICES AND PLATES TO MATCH/COORDINATE WITH THE SURFACE ON WHICH THEY ARE INSTALLED. WHITE PLATES ON WHITE WALLS, GRAY PLATES ON GRAY WALLS AND IVORY PLATES, ETC. > PROVIDE PLYWOOD BACKING AT ALL REQUIRED LOCATIONS > ALL GRILLS AND REGISTERS TO BE PAINTED TO MATCH THE DUCTWORK, CEILING OR WALL > PATCH, REPAIR AND REPAINT ANY ADJACENT AREAS AFFECTED BY CONSTRUCTION. I CLEAN/SCRUB O &SEAL SLAB I I I 11'-6 3/4" 11'-6 3/4" 11'-4 3/4" 9'-8 3/8" NORTH WAREHOUSE � *INDIVIDUAL OFFICES TO BE 698 SF I�`\�� CONDITIONED WITH MINI -SPLIT II � `� HEAT PUMPS -UNDER SEPARATE DEMO (E) WALL FOR _,I G'' __i_________ PASSAGE --------------------- � -- i -- PERMIT I I 5'-0" I 1 � N � N � N N ICE--- � A3.1 i i i (�11 (��1 — .----------. I --- -- - - -------- I i i I I I I I I � I I I I —I I I � � W1 I —I i I I -- --J �--------- '� I 1 �� �'1 I OFFICE 1 OFFICE 2 /' � oll � W1 '� W1 175 SF W1 W1 150 SF W2 4 2/A1.2 2 4 1/A1.2 2 (E) j o of j I I OCC. LOAD: 2 OCC. LOAD: 1 I I I I I I I � 3 3 I /�� i D�/ 1'-a► 2'-10„ WOMEN MEN i 24X24 24X24 /' I —I I --� I I CARPET TILE I I I I CARPET TILE � I I i I i II � RELOCATE (E) ,�'� i �'�� ng ���� I ,�'� ���� (E) REF i II II REZNOR /� I \� � � �� i /' �� I I L--J HEATER ; 1a i O � e w � I I � O O 1 WH. W. D• 2 ------------ � W2 1 A3.0 CLEAN/SCRUB A3.0 & SEAL SLAB W1 � � � F � � � � � � � � I I I I I I I I I I I I I I I I 5'-0" 4'-11" �' 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 F L--� I I I I I I CLEAN/SCRUB — �--J L--� �--J W3 & SEAL SLAB � ---� I OFFICE I 1100 SF //r 1 - - - J / OCC LOAD: 8 W2 � �---- � � I I 24X24 F CENTRAL WAREHOUSE I I I CARPET TILE 1246 SF � I I I � I I � 11 �---�-------- �---------- �� W3 \- SPACE TO BE CONDITIONED BY _ TWO MIN -SPLIT HEAT PUMPS - ��� UNDER SEPARATE PERMIT `� � W 1 12 � r �i �' I I I I I I / I II I I I I I I ,� I I I I I I I I � J \ � II i \ � i III \ � II i � SERVER /SECURITY � I � � I � 51 II I I I I I / I ii �� SF I N I I I / I / I I I I I I � I ii i (E) (E) L-----------------J / � � 8'-10" �- _ �' � � ; � (E) REZNOR REMOVE ��, ,' HEATER OVERHEAD SOUTH WAREHOUSE I I I I I I I I I I I I I I I I\ (E) ii O O `� II \\ �� ,� �. / W / � , i' SEE DOOR NOTE #1 Z Project No. 11699 REGISTERED ARCHITECT STATE OF WASH Revisions Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Scale 3/16"=1'-0" FLOOR PLAN FLOOR PLAN SCALE: 3/16" = 1' A1.3 BETHARDS ARCHITECTURE +DESIGN ©2021 LIGHTING SINGLE POLE SWITCH LUTRON PLATE TO MATCH WALL COLOR �3 3—WAY SWITCH LUTRON PLATE TO MATCH WALL COLOR � DIMMER SWITCH LUTRON DIVA C—L PLATE TO MATCH WALL COLOR RECESSEDO LED DOWNLIGHT, OMEGA OM6LED40120DL — OR SIM. 13 TOTAL 6" APERTURE R6LED30KCSDL 27 WATTS RECESSED LINEAR AXIS LIGHTING —CLICK LED AT OFFICE AREAS. 120V, 3000K, DIMMING ALL T—GRID CEILINGS IN PROJECT R 1 0 �_ WHITE TO BE ARMSTRONG SUPRAFINE XL-9/16" EXPOSED T. @ 10'-6" ��"_ AFF WITH OPTIMA TEGULAR 2X4 �� *ARMSTRONG INEGRATED GRID TILES UNO. CEILING MOUNT 11 TOTAL RECESSED SQUARE AXIS LIGHTING —AURA 2X2 LED AT CORRIDOR AND SMALL OFFICES 120V, 3000K, DIMMING, 29.8 WATTS R 1 ALL T—GRID CEILINGS IN PROJECT WHITE TO BE ARMSTRONG SUPRAFINE ❑ XL-9/16" EXPOSED T. @ 10'-6" *ARMSTRONG INEGRATED GRID AFF WITH OPTIMA TEGULAR 2X4 CEILING MOUNT TILES UNO. 13 TOTAL HIGH —BAY PENDANT METALUX — UHB-12 LED AT KITCHENETTE AREA — MOUNT �) 8' AFF TO BOTTOM OF FIXTURE. P 1 ��� 120V, 3000K, DIMMING, 98 WATTS WHITE W/ CLR REFLECTOR ,,..w... 1. r} ��- 6 TOTAL LINEAR SURFACE MCMASTER—CARR 1619K92 AT WAREHOUSE MOUNT 120V, 2 LAMP, 53 WATTS OR SIM. S 1 WHITE 35 TOTAL VANITY WALL SURFACE MOUNT w � �� /��-- � MCMASTER CARR 15005K62 AT VANITIES — SEE RESTROOM ELEVATIONS '�� �. 120V, 4,000K, LED, 15W s X 2 TOTAL n ' ���, SURFACE ® EMERGENCY WALL EXIT SIGN LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all Rl Administered by: ©2021 NEEA, All rights reserved Project &Applicant Information Project Title Mike's Plumbing Tenant Improvement - 2018 WSEC For Building Department Use: Date; Sep 09, 2021 Project Address 21010 70th Ave West Edmonds, WA 98026 Applicant Name Blake Bethards Applicant Phone 310-463-1013 Applicant Email blake@bethardsarchitecture.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial Typeral Building Use Office, Other mg Cond. Floor 2 771 Area Project Cond. Floor 2 77I Alteration New Building Alteration Area General Project Types Change in Space Conditioning (Semi -heated converted to Fully or Addition Lighting I terior Lighting Floors Above Grade 1 Compliance Method Com Nance Method 1 - p Conditioned) Li htin Sco a g g P Scope General TENANT IMPROVEMENTS TO APPROXIMATELY 6,828 SF EXISTING BUILDING INCLUDING THE DEMOLITION OF PORTIONS OF THE EXISTING BUILDING INTERIOR, NEW WALL AND Lighting Project Description CEILING CONSTRUCTION, NEW LIGHT FIXTURE AND POWER &DATA INSTALLATION, NEW RESTROOM FACILITIES AND KITCHENETTE +ASSOCIATED PLUMBING, NEW MECHANICAL SYSTEM, REPLACEMENT AND REFURBISHMENT OF (E) EXTERIOR GARAGE DOORS AND WINDOWS, EXTERIOR FACADE IMPROVEMENTS AND NEW CARPET AND PAINT THROUGHOUT. ALL CONSTRUCTION IS NON-COMBUSTIBLE. Lighting Compliance Scope Project Type Interior /Exterior Luminaire Replacement Scope Compliance Method LPA Calculation Compliance Verification (Interior includes both interior &parking) Adjustment and Method Alteration Interior Lighting 50% or more replaced Building area No Calculation Adjustments allowed COMPLIES Additional Efficiency Options Included Project Title Mike's Plumbing Tenant Improvement - 2018 WSEC Date Sep 09, 2021 Lighting Power Calculation ALTERATION -INTERIOR LIGHTING (50% or more replaced) Compliance Verification COMPLIES Compliance Method Building area LPA Calculation Adjustment none Interior Lighting Power Allowance -Building Area Building Areas Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts By Building Area Compliance Status by Building Area Office 2,131 0.64 1,364 1,354 COMPLIES Warehouse 4,203 0.40 1,681 1,512 COMPLIES Proposed Lighting Power Density Fixture Type/Application Fixture ID Building Area New or Existing -to -Remain Quantity of Fixtures, CLDs or Luminaires (#F) Watts per Fixture, CLD or Luminaire (WpF) Total Liuear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Horizontal surface -mount SI Wazehouse New 35 32 1,120 Recessed downlight R2 Office New 13 30 387 Recessed downlight RECESSED Office New 13 27 351 Suspended PI Warehouse New 4 98 392 Wall -mounted VANITY WALL MOUNT Office New 2 IS 30 Linear Fixtures LED strip R1 Office New l9 31 585 Project Title Mike's Plumbing Tenant Improvement - 2018 WSEC Date Sep 09, 2021 Proposed Fixtures Details ALTERATION -INTERIOR LIGHTING (50% or more replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Type Building Area New or Existing -to -Remain Individual Fixtures Horizontal surface -mount S1 PLAN A1.4 LED Warehouse New Fixture Description: 4' SURFACE MOUNT LED Are these fixtures located within a daylight zone?: Yes, applying exception for controls Do these fixtures require specific application lighting controls?: None required Recessed downlight R2 A 1.4 LED Office New Fixture Description: 2X2 RECESSED LED AT DROPPED T-GRID CEILING Are these fixtures located within a daylight zone?: Yes, applying exception for controls Do these fixtures require specific application lighting controls?: None required Recessed downlight RECESSED A1.4 LED Office New Fixture Description: 6" LED RECESSED DOWNLIGHT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended P 1 A 1.4 LED Warehouse New Fixture Description: HIGH -BAY LED PENDANT Are these fixtures located within a daylight zone?: Yes, applying exception for controls Do these fixtures require specific application lighting controls?: None required Wall -mounted VANITY WALL MOUNT A1.4 LED Office New Fixture Description: LED SURFACE WALL MOUNT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Linear Fixtures LED strip R1 PLAN A1.4 LED Office New How is linear fixture quantity defined?: Quantity of fixtures with current limiting device Length of track (LT): Fixture Description: RECESSED LINEAR LED STRIP AT DROPPED T-GRID CEILING Are these fixtures located within a daylight zone?: Yes, applying exception for controls Do these fixtures require specific application lighting controls?: None required 5'-D" � ���� I °° I I I S1 ��, .;.; :,.; ;.;; 1�1 .;.; .,.; •�, .,.; .,.; :•:: ,' ���I I �' I I I I � JI ��l �I I i L`IJI � I �' I I � �_ J I ►�1 5'-8" S1 S1 �-, S1 I � CEILING OPEN TO STRUCTURE for RELOCATE (E) REZNOR -- HEATER �1 I �P1 S1 0 5'-D" �--�, S1 — — — — — — — — RCP NOTES > ALL CEILING HEIGHT DIMENSIONS ARE TO BOTTOM OF SUSPENSION GRID AT ACOUSTICAL PANEL CEILINGS OR FINISHED FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE. > CENTER SUSPENSION SYSTEMS OR CEILING PANELS IN ALL ROOMS IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE. PARTIAL PANELS SHALL NOT BE LESS THAN 6" IN EITHER DIRECTION. > LOCATE SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING -MOUNTED MECHANICAL, ELECTRICAL, PLUMBING AND SECURITY DEVICES CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. IN GYPSUM BOARD CEILINGS, ALIGN FIXTURES AND DEVICES AND CENTER IN SPACES UNLESS NOTED OTHERWISE. > CENTER LIGHT FIXTURES AND ORIENT IN ROOMS AS SHOWN, UNLESS NOTED OTHERWISE. MULTIPLE IDENTICAL LIGHT FIXTURES IN A SPACE SHALL BE ALIGNED TO THE CENTERLINE OF THE GOVERNING DIMENSION. LIGHT FIXTURES IN CEILING PANELS ARE TO BE CENTERED ON THE PANEL OR ALIGNED WITH THE PANEL EDGE UNLESS NOTED OTHERWISE. > PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ALLOW ACCESS TO ABOVE CEILING EQUIPMENT AND DEVICES. > LINEAR FIXTURES ARE TO BE THE LONGEST CONTINUOUS RUN LENGTHS POSSIBLE TO FIT LOCATIONS AS DRAWN. > ALL GYP CEILINGS TO BE PNT-1 UNO. > VERIFY (E) INSULATION AT UNDERSIDE OF ROOF MEETS OR EXCEEDS R-38. IF SUPPLEMENTAL INSULATION IS REQUIRED - PROVIDE 10.25" BATT INSULATION W/IN JOIST BAYS OVER CONDITIONED AREAS. GWB CEILING - 9' AFF * ALL T-GRID CEILINGS IN PROJECT TO BE ARMSTRONG PRELUDE 15/16" EXPOSED T. @ 10'-6" AFF WITH 2X4 TILES UNO. �. i II II � i i I I � .. �. >= ��� 0. --` •I. I. � ,' \�� � II II � �� 0 '� �.� I I I I II L=====__�__-------==J o o �_� o a ���� r -,\ II -. � I�—, r—�I � II � II 0 0 II � II � �\I $ Ij� J� 0� �IIj 1 �' 1 I I I I I I I I IJ 0 iio I I I I I I I I �- I �— I �- I �— I / I I / I I / I I / I I S1 S1 S1 � -- `- I � I � I 1 I I I i 1 i II 11 i 1 -- L— -- ---� VERIFY (E) INSULATION AT UNDERSIDE OF ROOF CEILING OPEN MEETS OR EXCEEDS R-38. IF SUPPLEMENTAL I -ado TO STRUCTURE j INSULATION IS REQUIRED -PROVIDE 10.25" BATT ___ J � INSULATION W/IN JOIST BAYS OVER CONDITIONED / AREAS TO ENSURE R-38 IS MET. S1 f S1 S1 1 I I 1 I 11 1 �mm; I 1 I I I I � I I I \�� 0 50 � � S1 S1 S1 1 I � --- 1 -- 1 �-- I I I I I I I I I I � II � I � I � I r J \ I I \ I I \ I I I � I � I � I i I I I I I � ® I I I I I I D/ I �--J L-- �--J I I 5' � � —' - (E) REZNOR S1 S1 HEATER S1 S1 S1 S1 � ' J CEILING OPEN TO STRUCTURE S1 S1 S1 S1 S1 S1 0 ` �;� o I I I I I � I I �S1 S1 S1 �S1 S1 S1 f 0 I I i I I I I I I j I II I �� II �� � II � �� II �� ,� I- — ' — ' — ' — - — - — ' — ' — ' — - — - — ' — ' — ' — - — - — ' — ' — ' — ' — - — ' — ' — ' — ' — - Lighting Controls to Comply ;with WSEC C405.2 I I I I I I � ' — ' — ' — ' — - — ' — ' — ' — ' — - — - — ' — ' — ' — - — - — ' — ' — ' — - — - — ' — ' — ' — - — -I 4,�„ �1 REFLECTED CEILING PLAN SCALE: 3/16" = 1' Z Project No. 11699 REGISTERED ARCHITECT STATE OF WASH Revisions Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Scale 1/32"=1'-0" REFLECTED CEILING PLAN A1.3 BETHARDS ARCHITECTURE +DESIGN ©2021 ELEVATION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. FLASHING NOTE APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. EXTERIOR NOTES > SEE WINDOW AND DOOR SCHEDULES ON A1.0 > PAINT EXTERIOR OF BUILDING INCLUDING ALL TRIM AND SOFFITS. > REPLACE 3 EXISTING EXTERIOR WALL PACKS > REMOVE ELECTRICAL WIRING, CONDUIT AND OBSOLETE DEVICES ON THE FACADE OF THE BUILDING. PRIOR TO ANY FINISH WORK. > PATCH, REPAIR AND REPAINT ANY ADJACENT AREAS AFFECTED BY CONSTRUCTION. �a Project No. 2021.01 11699 REGISTERED ARCHITECT STATE OF WASH Revisions Q1 PERMIT REVISION 1 Notes Project North RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Scale 1/32"=1'-0" EXTERIOR ELEVATION EXTERIOR ELEVATION SCALE: 1/4" = 1' ■ BETHARDS ARCHITECTURE +DESIGN ©2021 bo RESTROOM FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER PRODUCT/COLOR/FINISH REMARKS TOILET OWNER FURNISHED, OWNER 1.6 GMF MAXIMUM OA INSTALLED. SINK OWNER FURNISHED, OWNER INSTALL 33" AFF. OB INSTALLED. FAUCET OWNER FURNISHED, OWNER 2.2 GPM AT 60 PSI OC INSTALLED. MAXIMUM MIRROR 3'-4" X 2'-8" MOUNT 40" MAX TO OD UNDERSIDE FOR ADA TOILET PAPER BOBRICK B-69997 DOUBLE TOILET — OE TISSUE DISPENSER W/ HOOD (SATIN) PAPER TOWEL BOBRICK B-35903 TRIMLINE PAPER 52" TO TOP OF UNIT FOR O TOWEL DISPENSER (SATIN) ADA FIXTURE MCMASTER CARR 15005K62 — OLIGHT G 120V, 4,000K, LED, 15W OGRAB H BARS BOBRICK H 8-5806 X 42" (SATIN) H B-5806 X 18" VERTICAL (SATIN) H B-5806 X 36" (SATIN) H 8-5806 X 24" (SATIN ) URINAL OWNER FURNISHED, OWNER 1 GPF MAXIMUM lO INSTALLED. SHOWER OWNER FURNISHED, OWNER ENSURE ADA COMPLIANT JO INSTALLED. CONTROL LOCATIONS PER ICC A117.1 608.5.2 SHOWER FIBER CARE HES45-506F CD — ENCLOSURE INSTALL WITH OPTIONAL GRAB OL ENCLOSURE BATHS BAR AND FOLDING SEAT FROM PR45-50BF — SHOWER PAN MFG. SEAT COVER BOBRICK B-3013 TRIMLINE SEAT OM DISPENSER COVER DISPENSER (SATIN) i❑ ENLARGED RESTROOM (WOMENS) SCALE: 3/8" = 1' M C� ra•�_��r_��wa:�rrr�•�►���_��aa��r•�:zy�a:�r�•i 24" MIN 12" MIN ❑4 II � � LL o a � ao� E O ocn O II o� O A Z � aZ - M d CO d M d � � _' � _� '� � __ c-I M 17 "-18" �LAMINATE PANEL FINISH " VINYL COVE BASE 00 3 3 RESTROOM FINISH MATERIAL SCHEDULE SYMBOL TYPE MANUFACTURER PRODUCT/COLOR/FINISH REMARKS WALL PAINT DUNN EDWARDS DEW380 SUPR. WHT SHEET VINYL TBD. TBD. W/ SELF —COVE BASE PLUMBING FIXTURE CALCS PER TABLE 2902.1 OF CHAPTER 29 OF THE BUILDING CODE: 1 WATER CLOSET PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS. 1 LAVATORY PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS. TOTAL CALCULATED OCCUPANT LOAD: 25 12.5 MEN, 12.5 WOMEN MEN WOMEN 1 WATER CLOSET 1 WATER CLOSET 1 URINAL 1 LAVATORY 1 LAVATORY SH ou a� Ov o� z co n M n _' � M M ADA STALL PARTITION DASHED FOR CLARITY 4" VINYL COVE BASE 2 ❑1 e c e _ � �� "VINYL COVE BASE N ADA STALL PARTITION DASHE FOR CLARITY 1❑ I I I I I II 1❑ 3'_4" I I I I II 3 1 +� A E 1 � 2" MAX LAMINATE PANEL FINIS 36" MAX. 4" VINYL COVE BASE ADA STALL PARTITION DASHED FOR CLARITY i I I I ❑1 ❑1 ❑1 3,�„ I I I I I I H3 I I H II A E M 1 2" MAX �LAMINATE PANEL FINISH 36" MAX. c� z_ c M 11'-6 3/4" ��� 11'-6 3/4" Z Project No. 11699 REGISTERED ARCHITECT STATE OF WASH Revisions Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Scale 1/32"=1'-0" RESTROOM PLANS A3.0 ENLARGED RESTROOM (MENS) SCALE: 3/8" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021 KITCHENETTE FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER PRODUCT/COLOR/FINISH REMARKS OSINK A KOHLER VAULT K-3996-4—NA UNDERMOUNT O FAUCET KOHLER K-6126-4—CP TORQ DECK MOUNT BRIDGE FAUCET W/ SIDESPRAY — ODISPOSAL C IN—SINK—ERATOR EVOLUTION EXCEL — OREFIGERATOR D — — 36" FRIDGE — BY OWNER EO DISHWASHER MUST BE ABLE TO FIT IN 34" H COUNTER TOP FOR ADA REQUIREMENT OMICROWAVE G — — BY OWNER NOTES: ALL HOT WATER PIPES IN UNHEATED SPACES MUST BE INSULATED PER 2018 WSEC SEC404.6 AND TABLE WSEC C403.10.3 FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 LBF. LEVER OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS KITCHENETTE FINISH MATERIAL SCHEDULE SYMBOL TYPE MANUFACTURER PRODUCT/COLOR/FINISH REMARKS WALL PAINT DUNN EDWARDS �1 DEW380 SUPR. WHT — ❑2 LAMINATE ARPA 0692 ERRE FINISH LAMINATE OVER PARTICLE BOARD CORE W/ EDGEBANDING OR EQUIV. ADA COMPLIANT SINK INSULATE PIPES ONE PIECE REMOVABLE DOOR AND KICK LINE OF REQ. ADA CLEARANCE FINISH FLOOR TO WALL UNDER SINK UPPER CABINETS BOXES LAMINATE OVER PARTICLE BOARD W/ EDGE BANDING ADJUSTABLE SHELVES DOORS LAMINATE OVER PARTICLE BOARD W/ EDGE BANDING PULLS 4" WIRE -SATIN CHROME HINGES SOFT -CLOSE COUNTER LAMINATE OVER PARTICLE BOARD W/ EDGE BANDING - 4" BACKSPLASH oncr nnoinirTc BOXES LAMINATE OVER PARTICLE BOARD W/ EDGE BANDING ADJUSTABLE SHELVES DOORS LAMINATE OVER PARTICLE BOARD W/ EDGE BANDING PULLS 4" WIRE -SATIN CHROME HINGES SOFT -CLOSE DRAWER GUIDES SOFT -CLOSE 2'_2" v 2'-3" Z �� W� �' �a Project No. 11699 REGISTERED ARCHITECT �/ �. �� BLA E BETHARDS STATE OF WASHINGTON Revisions Notes 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project North 0 Scale 1/32"=1'-O" KITCHENETTE PLANS A3.1 ADA UNDERSINK DETAIL SCALE: 1" = 1' CABINETRY SECTION SCALE: 1/2" = 1' ENLARGED KITCHENETTE SCALE: 3/8" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021 7-1/4" METAL STUD FRAMING - INFILL W/ 6" BATT INSULATION. R VALUE: 20 FIBER CEMENT BOARD EXT. PANEL HARDIEBOARD OR EQUIV. FURRING STRIP - 24" O.C. LINE OF (E) CMU BLOCK FIBER CEMENT BOARD EXT. PANEL HARDIEBOARD OR EQUIV. g" GLASROC EXTERIOR SHEATHING OR EQUIV. FURRING STRIP - 24" O.C. WEATHER RESISTIVE BARRIER: HARDIEWRAP OR EQUIV. 8" (E) CMU WALL BEYOND (E) BLOCK EXTERIOR WALL. R VALUE: 1.11 c� �_���1►6�11�_��[�7►A:a%1�IJ�F�� 1 LAYER 5/8" GYP. BD. METAL STUD WALL FRAMING METAL TRACK � 4" RUBBER WALL BASE 5/8" TYPE 'X' GREENBOARD AT WET OR DAMP LOCATIONS INCLUDING TOILET ROOMS FINISH VARIES -SEE PLAN 3" BATT INSULATION 5/8" GYP. BD. 6" 16 GA. STL. STUD METAL TRACK 4" RUBBER WALL BASE Project No. 11699 Z REGISTERED ARCHITECT ��. �� BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Project North 2021.01 RESUB Nov 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale 1/32"=1'-0" DETAILS EXTERIOR CLADDING SCALE: 3" = 1' WALL TYPE 2 WALL TYPE 3 SCALE: 3" = 1' WALL TYPE 2 SCALE: 3" = 1' WALL TYPE 1 SCALE: 3" = 1' A6.0 BETHARDS ARCHITECTURE +DESIGN ©2021