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APPROVED Architectural_PlanO O O 0 O 0 CODE INFORMATION) CODES USED: 2018 INTERNATIONAL BUILDING CODE WAC 51-50 2018 INTERNATIONAL MECHANICAL CODE WAC 51-52 2018 INTERNATIONAL FIRE CODE WAC 51-54 2018 UNIFORM PLUMBING CODE WAC 51-56, 51-57 2018 WASHINGTON STATE ENERGY CODE WAC 51-11 ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY ARCHITECT: CORNERSTONE ARCHITECTURAL GROUP 6161 NE 175TH ST., SUITE 101 KENMORE, WA 98028 206-682-5000 CONTACT: STEEE BARNES STRUCTURAL ENGINEER: PSM CONSULTING ENGINEERS 2200 SIXTH AVE, SUITE 601 SEATTLE, WA 98121 206-622-4580 CONTACT: DAVID STUBBS, P.E. GENERAL NOTES A. DRAWINGS - THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT ARCHITECT TO ANY UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK. B. REPETITIVE - TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS AND SECTIONS. REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. C. FEES - CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE ROOFING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER CHARGES, FEES OR COSTS CHARGED BY THE BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES AND PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR OR PRIOR TO INSTALLATIONS. D. CODES / PERMITS / REGULATIONS - NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK. ALL PARTS PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODES. ALL -NEW WORK SHALL CONFORM TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF WASHINGTON AND ALL LOCAL JURISDICTION RULES AND REGULATIONS. E. DIMENSIONS -ARE SHOWN TO OUTSIDE FACE OF WALL FOR ROOF PLAN OR CENTERLINE OF WALLS OR BEAMS FOR INTERIOR PLANS. F. DO NOT SCALE DRAWINGS. -THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. G. ROUGH -IN DIMENSIONS - THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND INSTALLED BY CONTRACTOR, FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR OR OTHERS. H. OPENINGS - THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS AND EQUIPMENT, AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. I. SHOP DRAWINGS - PROVIDE SHOP DRAWINGS FOR THE ARCHITECT'S/ OWNER'S APPROVAL AND AS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONSTRUCTION. MECHANICAL & ELECTRICAL: HULTZ BHU ENGINEERS, INC. 111 FAWCETT AVE., SUITE 100 TACOMA, WA 98402 (253) 383 3257 CONTACT: PHIL CRAWFORD J. RESTORATION - GENERAL CONTRACTOR SHALL RESTORE ANY EXISTING CONDITIONS AND SITE WORK DISTURBED DUE TO EXECUTION OF THIS CONTRACT. K. ITEM IDENTIFICATION - ITEMS CALLED OUT ON PLANS, ELEVATIONS, & DETAILS NOT IDENTIFIED AS EXISTING OR (E) SHALL BE CONSIDERED NEW ITEMS AS PART OF THE WORK. L. MATERIAL LOADING & DISPOSAL ACCESS: - COORDINATE LOADING / UNLOADING AND DISPOSAL AREAS W/ OWNER. ALL LOADING & UNLOADING SHALL BE CARRIED OUT DURING NORMAL WORKING HOURS. COORDINATE TIME WITH OWNER. M. PRE -CONSTRUCTION MEETING - PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, THE CONTRACTOR SHALL SCHEDULE, WITH OWNER APPROVAL, A PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRESENTATIVE AND OR PROJECT MANAGER, ARCHITECT & SUB -CONTRACTOR. N. TEMP WEATHER PROTECTION - PROVIDE ALL NECESSARY WEATHER PROTECTIONS FOR COMPLETION OF WORK. 0. NOISE CONTROL - CONTRACTOR SHALL SCHEDULE ALL EXCESSIVE NOISE PRODUCING ACTIVITIES (SUCH AS CORE DRILLING AND CONCRETE CUTTING) FOR EARLY MORNING, EVENING OR WEEKEND HOURS. P. ODOR CONTROL - CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE IMPACT OF ODOR -CAUSING OPERATIONS ON BUILDING AIR INTAKES & BE PROACTIVE IN ARRANGING FOR SHUT -DOWN, FILTERING, OFF -HOUR WORK OR OTHER MEANS OF CONTROL. SCHEDULE ALL ACTIVITIES W/ OWNER. CONTRACTOR SHALL ADD WEATHER -SEATS AT ALL DOORS ADJACENT TO WORK. Q. OCCUPANT & PEDESTRIAN PROTECTIONS - SITE WILL BE OCCUPIED DURING WORK. CONTRACTOR SHALL MAINTAIN PROTECTION WHERE HAZARD EXISTS. R. SITE PROTECTION - CONTRACTOR SHALL PROVIDE ALL NECESSARY SITE PROTECTIONS CONSTRUCTION FENCES AND ANY NECESSARY APPURTENANCES TO PROTECT THE SITE. THIS INCLUDES ANY PERMITS FOR SIDE WALK CLOSURE & RE-ROUTING SIGNAGE & OR FLAG PERSONS. S. HAZARDOUS MATERIALS - SEE SPECIFICATION SECTION 02 40 OOa FOR LIMITED "GOOD FAITH" HAZARDOUS MATERIALS INSPECTION SUMMARY. T. EXISTING CONDUITS - CONTRACTOR SHALL ENSURE THAT ALL EXISTING CONDUITS FOR UTILITIES ARE DISCONNECTED PER CODE & REINSTALLED/RERUN/EXTENDED TO MAINTAIN SERVICE. SEE DRAWINGS/SPECIFICATIONS FOR MORE INFORMATION. OFFICE BUILDING -TENANT IMPROVEMENTS 7614 195TH STREET SW EDMONDS, WASHINGTON 98026 SUBJECT IELD ION FOR MPLIANCE d O Q O U 6IDJ1®INat� SUBJECT 0 L IELD TO ION FOR uu��m9�ll J C C MPLIANCE a a 1#11lo®od () TElIffil igli W 11f, H �ol�urou��ol _ 00 ao N,I ce�q'sN'9�j1'" 0'-� O COrn N O co ROVED W a! Z0 MUST BA101(DY 313 SITE © CORNERSTONE ARCHITECTURAL GROUP 3954 REGISTERED AR ECTi t��STEVEN A. BARNES I STATE OF WASHINGTON — - — - — - — - — - — - — - — - — -------------------- I ALL WOR TO INSPEC CODE C NA'�'�I- �fi `.� � IN 15 /t dal OF 6x y 6f EAHI.14M � � -cat *✓ pp� �,W, 5,�� �2 st, ,�' // NOTE: PROVIDE HANDRAILS AT EXISTING II EXTERIOR CONC. STAIR. SEE 4" Vda+'it�[ I4NL= DETAIL 2/A2.1 ti I � @ G# 23% /// li NOTE: �.1 EXISTING TENANT SIGNAGE TO BE G.P.+ I��� .fit Y✓ i . = w �u�, S�IN�o U.l� y 51 wAL1� // II MODIFIED. APP A l-41' I w. a � 4 a 0 ' -t2 7,- Ia ... - �N�I K' v� + II W I * 72 64.5% �� a � r .. PLANS ON J 4(1 --- `+•1r�fl ` 4. C.•, I N �.r �O --------, n _ � I '' � c ' RIB � !,�• • . I`v�'i VB CONSTRUCTION TYPE r�I_plr i � "p -pii �`.rTi —�' Ij OCCUPANCY GROUP B __ __ __ --------------- 4J P� zC II OCCUPANT LOAD permits required: Separate�I g i a cUR► A�+ i f41I, Nr Q �$ co------------------------------ o I t ° �I 201 `' �0 . � o II ; Plumbing a Af .i �d I ' Gc�NN 1 # T5 Ild:'j( II N I Mechanical , I Ir 1� = f UMW Erg _ o� N Ili ; ! Fire Alarm - - � � I ----NOTE: ---------------------- l.11 _ .j EXISTIN �` / ROfEc ENCL01 o o ' Wr�d �c ��ir,r C tZ 4 ViV.-toL,o v� �t I, ot� rtl E I P - I II ! Building De� d} 2009: Work TENANT IMP 202 11 • I 5'-O" rl 28�-a" , �r°F #d �o I 203 #, o" �a -- �St _ _ N 1 `rf Address 7614 195 U. Owner SVREAL EDMOND� ________________ Approved Date, 09/03/2021 H ! Irv-.n oN c, wr+L� �' — = a ; -tom'-z-r�"� — �- II Building Official Eric, C 4-te r g � 1 C-� If- N 1 1 ItIEr t5� jI1_pINC I� ------------ Permit Number B L D -----------------• `I N 0 7 i NORTH EXISTING SITE PLAN SCALE: 1 "= 20' CABBREVIATIONS � [REFERENCE SYMBOLS � PROJECT DATA ACP ACOUSTICAL CLG. PANEL AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ARCH ARCHITECTURAL BOF BOTTOM OF FRAMING B/T BETWEEN BLDG BUILDING BLKG BLOCKING BRG BEARING CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR COMM COMMUNICATIONS CONC CONCRETE CONT CONTINUOUS DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DIN DOWN DO DITTO DTL DETAIL DWG DRAWING EA EACH EF EXHAUST FAN EJ EXPANSION JOINT (E) EXIST, EXISTING EXT EXTERIOR FAC FACTORY FINISH FDN FOUNDATION FIN FL FINISH FLOOR FLSHG FLASHING GA GAUGE GALV GALVANIZED GL GAS LINE GLB GLU-LAM BEAM GWB GYPSUM WALLBOARD GYP GYPSUM HT HEIGHT HIM HOLLOW METAL INSUL INSULATION MAX MAXIMUM MIN MINIMUM MTL METAL (N) NEW NIC NOT IN THIS CONTRACT NTS NOT TO SCALE 0/ OVER O.C. ON CENTER OD OUTSIDE DIMENSION OH OPPOSITE HAND PLYWD PLYWOOD PREFIN PREFINISHED PT PRESSURE TREATED PT, PINT PAINT RO ROUGH OPENING STD STANDARD SF SQUARE FEET SHT SHEET SIM SIMILAR SKLT SKYLIGHT SM SURFACE MOUNTED SPEC, SPECS SPECIFICATIONS SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL T&B TOP & BOTTOM TEMP TEMPORARY TYP TYPICAL UNO UNLESS NOTED OTHERWISE VTO, VTR VENT TO OUTSIDE/ THRU ROOF W/ WITH W/o WITH OUT WD WOOD �:T�1lI���#►1�17►�/�11113 PROJECT NAME: OFFICE BUILDING - TENANT IMPROVEMENTS BLDG ADDRESS: 7614 195TH STREET SW EDMONDS, WASHINGTON 98026 TAX PARCEL NUMBER: 00539600100100 CURRENT ZONING OF SITE: COMMERCIAL USE OF BUILDING: OFFICE OCCUPANCY: B CONSTRUCTION TYPE: VB LOT SIZE: 0.52 ACRE(S) FLOOR AREA: FLOOR 1 = 2,881 sf (EXISTING) FLOOR 2 = 3,952 sf (EXISTING) REMODEL AREA: FLOOR 2 = 2,320 sf OF EXISTING SPACE (TENANT IMPROVEMENT) ALLOWABLE AREA DETERMINATION PER 506.2.3 Aa=[At+(NSxIf) ]xSa Aa = 9,000 + [ 9,000 x 0.25 ] x 2 A = 13,500 sq.ft. ALLOWABLE ACTUAL FLOOR AREA = 6,833 sq.ft. (EXISTING) TABLE 504.4 ALLOWABLE STORIES: INS TYPE VB = 2 (EXISTING 2 STORY) PARKING: NO CHANGE OF USE (EXISTING) LEGAL DESCRIPTION: PARK ADD TO EDMONDS BLK 001 D-00 - LOT 1 - 5 INCL & LOT 6 LESS W IOFTLESS E 5FT LOT 1 PER QCD REC 1675 PG 2058 AF NO 8007180196 OCCUPANCY LOAD FACTORS (IBC TABLE 1004.5 BUSINESS 150 OLF--' -,/ -/ \/ \ CONF. ROOM (TABLES/CHAIRS) 15 OLF AREA BREAKDOWN PER TENANT WAITING AREAS 15 OLF COMMON LOBBY 02: 207sf SUITE 200: 13 SUITE 200, SUMME MEDICAL CLINIC: 965sf SUITE 201: 15 SUITE 201, PETERSON STREHLE MARTINSON, INC. 1,345 sf SUITE 202: 1 SUITE 202, WELLNESS CENTER: 91sf SUITE 203: 5 SUITE 203, PAIN MANAGEMENT, DR. QUINT: 600sf TOTAL OCCUPANT LOAD: 34 a 0 0 co - D Pugetlo, Main St ost Park 130Wd0in Wdr VICINITY MAP olympicView O1 Southwest County Park 176th St SW 3 � a Q > L ip W - PROJECT DESCRIPTION TENANT IMPROVEMENTS TO EXISTING OFFICE BUILDING INCLUDING SELECTIVE DEMOLITION OF INTERIOR PARTITION WALLS, CEILINGS, HVAC, PLUMBING & ELECTRICAL. CONSTRUCTION OF NEW INTERIOR PARTITION WALLS, ACCESSIBLE RESTROOMS, ACOUSTICAL CEILINGS, LIGHTING, HVAC, FLOORING, CASEWORK, ETC. SHEET INDEX ARCHITECTURAL: PERRINVILLE lasth s, sw AC COVER SHEET - PROJECT DATA, GENERAL NOTES, SITE PLAN, VICINITY PLAN AC2 CODE SUMMARY A2.1 EXISTING FLOOR PLAN DEMO / FLOOR PLAN / DETAILS A2.2 LARGE SCALE PLANS / TYP. TOILET ELEVATIONS / DETAILS A4.1 BUILDING SECTIONS / INTERIOR ELEVATIONS A6.1 DOOR SCHEDULE / ROOM FINISH SCHEDULE /DOOR TYPES / DETAILS A9.1 DEMO REFLECTED CEILING PLAN / REFLECTED CEILING PLAN / DETAILS 7614 195th St SW, Edmonds, WA 98026 52° L MECHANICAL, PLUMBING ELECTRICAL UNDER SEPARATE PERMIT SITE D Edmonds This is not a level 2 alteration. College Fire alarm will be a separate permit Qco D Knox entry key box will be required F Fire extinguishers and exiting on final City of Lynnwood Municipal Golf Course Approved by Fire SEATTLE HEIGHTS 08/24/2021 AFM k_1F tterer Edmonds-Woodway High School 2121h St sw a n Swedish Edmonds Campus Goggle monds artment ROVEMENT fH ST SW 3 MEDICAL CLINIC ---------------------- --------------------- 021-0926 ------------------ N O 00 7 � � L (ten 'I'I V) Z 5W � O LULLI w V ' n d _J > Z W U) LLI��Q LL LLZ�U) 0 < C) zz LU ti O 0 LU RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � I_LI Q Q I_I_I _ z I_LI U LLJ ---) Q Wo0�- >0w U 0- u0 J G ~ LU W = a_ l'7 N l'7 (,0 O Z U N i 00 N i co N z N 0 ti — U) LU > ~ W C) 0� AC O O O 0 O 0 w Q 0 O ___j ENTRY OFFICE Jj o RICE OFFICE 201E F 201 G u ORI EN OF E L- - zo1 3 � 2308 S.F. 71116 COFFEE a 2o0c o 200B RECEA CONF. 200A OFF E MNG . 201A 02 WAITING OFFICE zoo 2ooD GE 202 RECEPTION /WAITING 203 EXAM 1 200E 6�S.F. JROOMC EXAM ROOM A EXAM ROOM B EXAM 3 EXAM 2 200G 200F 203A 203E UPPER FLOOR PLAN LEGEND 4,191 S.F. OF EXISTING SPACE 427 S.F. OF INCIDENTAL SPACE 2,320 S.F. OF RECONFIGURED SPACE 3,527 S.F. 269 S.F. /. TOILET STORAGE 410 411 LOWER FLOOR PLAN (EXISTING NO CHANGE) FLOOR AREA: FLOOR 1 = 2,881 sf (EXISTING) FLOOR 2 = 3,952 sf (EXISTING) TOTAL = 6,833 (EXISTING) REMODEL AREA: FLOOR 2 = 2,320 sf OF EXISTING SPACE (TENANT IMPROVEMENT) 2,320SF/6,833SF = 34% IEBC AREAS SCALE: 1/1 6"= 1'-0" INTERNATIONAL BUILDING CODE (IBC) 2018 CODE SUMMARY CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONS DEFINITIONS [BG] COVERED MALL BUILDING. A SINGLE BUILDING ENCLOSING A NUMBER OF TENANTS AND OCCUPLANTS, SUCH AS RETAIL STORES, DRINKING AND DINING ESTABLISHMENTS, ENTERTAINMENT AND AMUSEMENT FACILITIES, PASSENGER TRANSPORTATION TERMINALS, OFFICES AND OTHER SIMILAR USES WHEREIN TWO OR MORE TENANTS HAVE A MAIN ENTRANCE INTO ONE OR MORE MALLS. ANCHOR BUILDINGS SHALL NOT BE CONSIDERED AS A PART OF THE COVERED MALL BUILDING. MALL. A ROOFED OR COVERED COMMON PEDESTRIAN AREA WITHIN A COVERED MALL BUILDING THAT SERVES AS ACCESS FOR TWO OR MORE TENANTS AND NOT TO EXCEED THREE LEVELS THAT ARE OPEN TO EACH OTHER. CHAPTER 4 SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS 402.1 APPLICABILITY. THE PROVISIONS OF THIS SECTION SHALL APPLY TO BUILDINGS OR STRUCTURES DEFINED HEREIN AS COVERED OR OPEN MALL BUILDINGS NOT EXCEEDING THREE FLOOR LEVELS AT ANY POINT NOR MORE THAN THREE STORIES ABOVE GRADE PLANE. EXCEPT AS SPECIFICALLY REQUIRED BY THIS SECTION, COVERED AND OPEN MALL BUILDINGS SHALL MEET APPLICABLE PROVISIONS OF THIS CODE. EXCEPTIONS: 1. FOYERS AND LOBBIES OF GROUP B, R-1 AND R-2 ARE NOTE REQUIRED TO COMPLY WITH THIS SECTION. CHAPTER 5 TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE OCCUPANCY CLASSIFICATION - B SEE FOOTNOTES - NS TYPE OF CONSTRUCTION - TYPE VB ALLOWABLE BUILDING HEIGHT 40' ACTUAL BUILDING HEIGHT = TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE OCCUPANCY CLASSIFICATION - B SEE FOOTNOTES - NS TYPE OF CONSTRUCTION - TYPE VB ALLOWABLE STORIES - 2 ACTUAL STORIES = 2 (EXISTING) TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET OCCUPANCY CLASSIFICATION - B SEE FOOTNOTES - NS TYPE OF CONSTRUCTION - TYPE VB ALLOWABLE AREA - 9,000 ACTUAL AREA = 6,833 (EXISTING) CHAPTER 7 SECTION 708 FIRE PARTITIONS 708.1 GENERAL. THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION. 1. SEPARATION WALLS AS REQUIRED BY SECTION 420.2 FOR GROUP 1-1 AND GROUP R OCCUPANCIES. N/A 2. WALLS SEPARATING TENANT SPACES IN COVERED AND OPEN MALL BUILDINGS AS REQUIRED BY SECTION 402.2.1 NOT REQUIRED. 3. CORRIDOR WALLS AS REQUIRED BY SECTION 1020.1 NOT REQUIRED. CHAPTER 10 TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY - B OCCUPANT LOAD SERVED BY CORRIDOR - GREATER THAN 30 REQUIRED FIRE -RESISTANCE RATING (HOURS) WITHOUT SPRINKLER SYSTEM - 1 ACTUAL OCCUPANT LOAD SERVED BY CORRIDOR = 19 <30 NOT REQUIRED EXIT PLAN NORTH SUITE 300 MAXIMUM TRAVEL N..,<DISTANCE 40' PARKING LOT L AT GRADE J 405 X-RAY 41 HYGIENE 405 MAXIMUM TRAVEL MAXIMUM TRAVEL DISTANCE 51' ♦ DISTANCE 66' LEGEND 41 OFFICE 409 MAXIMUM TRAVEL MECH. EQUIP. 409 DISTANCE 59' EVACUATION ROUTE 421'00, AnrPARKING LOT AT GRADE EXIT EXIT SIGN W/ DIRECTION LOWER FLOOR PLAN (EXISTING NO CHANGE) f EXIT WIDTH PER DOOR: COMBINED OCCUPANT LOAD: 15 DOOR WIDTH REQ. = 15 x .20 = 3" WIDTH PROVIDED = 36" EXIT WIDTH PER DOOR: COMBINED OCCUPANT LOAD: 19 DOOR WIDTH REQ. = 19 x .20 = 4" WIDTH PROVIDED = 36" INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 CODE SUMMARY SUMMARY: PROJECT DESCRIPTION: INTERIOR TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXISTING OFFICE BUILDING. INVOLVES RECONFIGURATION OF INTERIOR PARTITION WALLS AND MODIFICATIONS TO EXISTING HVAC AND PLUMBING TO PROVIDE ADA COMPLIANT TOILETS. THE CURRENT TYPE VB, TWO STORY BUILDING IS NOT SPRINKLERED. THE REMODEL SPACE INVOLVES TWO OUT OF FOUR TENANTS ON THE SECOND FLOOR WHICH EXITS TO PARKING LOT AT GRADE. THE LOWER FLOOR (EXISTING NO CHANGE) HAS EXITING TO PARKING LOT AT GRADE. CHAPTER 2 DEFINITIONS - WORK AREA: 'PORTION OF A BUILDING CONSISTING OF ALL RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE BUILDING WHERE INCIDENTAL WORK ENTAILED BY THE INTENDED WORK MUST BE PERFORMED.' IEBC AREAS FOR EXISTING SPACE, INCIDENTAL SPACE AND RECONFIGURED SPACE ARE SHOWN ON AC2. CHAPTER 6, SECTION 603, ALTERATION -LEVEL 2 603.1 SCOPE. LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. THIS REMODEL IS LEVEL 2 ALTERATION. CHAPTER 8, ALTERATIONS -LEVEL 2 SECTION 803 FIRE PROTECTION 803.2.2 GROUP B. IN BUILDINGS WITH OCCUPANCIES IN GROUP B, WORK AREAS THAT HAVE EXIST OR CORRIDORS SHARED BY MORE THAN ONE TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION WHERE BOTH OF THE FOLLOWING CONDITIONS OCCUR: 1. THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AS APPLICABLE TO NEW CONSTRUCTION. SPRINKLERS NOT REQUIRED. SEE INTERNATIONAL BUILDING CODE (IBC) 2018 CODE SUMMARY SHEET AC2. 2. THE WORK AREA EXCEEDS 50 PERCENT OF THE FLOOR AREA. BUILDING AREA SUMMARY SHOWN ON SHEET AC AND ON IEBC AREAS SHEET AC2. GOVERNING BUILDING CODES :�1111MIRigoll 2018 INTERNATIONAL BUILDING CODE WAC 51-50 2018 INTERNATIONAL MECHANICAL CODE WAC 51-52 2018 INTERNATIONAL FIRE CODE WAC 51-54 2018 UNIFORM PLUMBING CODE WAC 51-56, 51-57 2018 WASHINGTON STATE ENERGY CODE WAC 51-11 ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES EDCC CHAPTER 19.25 FIRE CODE PARKING LOT AT GRADE SUITE 202 202 MAXIMUM TRAVEL DISTANCE 17' SUITE 203 MAXIMUM TRAVEL DISTANCE 43' 19.25.035 FIRE PROTECTION SYSTEMS SUITE 201 MAXIMUM TRAVEL 201 DISTANCE 54' 200 71 SUITE 200 203 �,�C � MAXIMUM TRAVEL _ DISTANCE 66' UPPER FLOOR PLAN AUTOMATIC FIRE SPRINKLERS. IN ADDITION TO THE REQUIREMENTS OF IFC SECTION 903.2, AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AND MAINTAINED THROUGHOUT ALL BUILDINGS, STRUCTURES, FLOORS, AND SUITES DESCRIBED IN THIS SECTION. IF CONFLICTS EXIST BETWEEN THE IFC AND THIS SECTION, THIS SECTION SHALL PREVAIL. ALL SPRINKLERS SHALL BE INSTALLED PER THE APPLICABLE NFPA AND SOUTH COUNTY FIRE'S (SCF) FIRE SPRINKLER STANDARD. FOR THE PURPOSES OF THIS SECTION, SPACES SEPARATED BY FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS AND FIRE -RESISTANCE -RATED HORIZONTAL ASSEMBLIES NOTED IN CHAPTER 7 IBC SHALL NOT BE CONSIDERED TO BE SEPARATE BUILDINGS. PARTIAL AREA AUTOMATIC SPRINKLER SYSTEMS ARE PROHIBITED EXCEPT WHERE APPROVED BY THE FIRE CODE OFFICIAL. 1. IN ALL NEW BUILDINGS AND STRUCTURES WITH A FIRE AREA OF 5,000 OR GREATER SQUARE FEET, REGARDLESS OF TYPE OR USE. N/A 2. IN EXISTING BUILDINGS, STRUCTURES, OR SUITES THAT UNDERGO AN ADDITION WHERE THE NEW TOTAL FIRE AREA IS 5,000 SQUARE FEET OR GREATER. N/A 3. WHEN REQUIRED BY THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) FOR EXISTING BUILDINGS AND STRUCTURES UNDERGOING ADDITIONS, ALTERATION, REPAIRS, OR CHANGES OF OCCUPANCY. THE CLASSIFICATION OF WORK LEVEL SHALL BE DETERMINED BY THE BUILDING AND FIRE CODE OFFICIAL. NOT REQUIRED PER IEBC. THIS PROJECT IS LEVEL 2 ALTERATION. 4. IN EXISTING BUILDINGS, STRUCTURES, OR SUITES HAVING AN EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM THAT DOES NOT PROTECT ALL AREAS, WHEN THE UNPROTECTED AREAS UNDERGO AN ALTERATION, REPAIR, MODIFICATION, OR SIMILAR IMPROVEMENT REQUIRING A BUILDING PERMIT, THOSE UNPROTECTED AREAS SHALL BE PROVIDED WITH PROTECTION AS APPROVED BY THE FIRE CODE OFFICIAL. N/A 5. WHERE REQUIRED FIRE ACCESS ROAD GRADE IS 12 PERCENT OR GREATER. N/A 6. WHEN ADEQUATE FIRE PROTECTION IS NOT AVAILABLE FOR VEHICLES PARKED IN AN OPEN-AIR PARKING GARAGE FROM FIRE APPARATUS AT STREET LEVEL, APPROVED DRY STANDPIPES SHALL BE INSTALLED. N/A 7. ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES CONSTRUCTED UNDER THE INTERNATIONAL RESIDENTIAL CODE SHALL BE PROVIDED WITH AUTOMATIC FIRE SPRINKLER SYSTEMS WHERE REQUIRED BY ECDC 19.05.020. N/A B. FIRE DEPARTMENT CONNECTION (FDC). 1. FDCS SHALL BE INSTALLED REMOTE FROM THE BUILDING, OUT OF THE COLLAPSE ZONE, IN AN APPROVED LOCATION ALONG A PUBLIC STREET OR FIRE APPARATUS ACCESS ROAD AND WITHIN 50 FEET OF A FIRE HYDRANT OR AS APPROVED BY THE FIRE CODE OFFICIAL. N/A BUILDING INFORMATION SUMMARY PROJECT INFORMATION: PROJECT NAME: OFFICE BUILDING - TENANT IMPROVEMENTS BLDG ADDRESS: 7614 195TH STREET SW EDMONDS, WASHINGTON 98026 TAX PARCEL NUMBER: 00539600100100 CURRENT ZONING OF SITE: COMMERCIAL USE OF BUILDING: OFFICE OCCUPANCY: B CONSTRUCTION TYPE: VB LOT SIZE: 0.52 ACRE(S) FLOOR AREA: FLOOR 1 = 2,881 sf (EXISTING) FLOOR 2 = 3,952 sf (EXISTING) TOTAL = 6,833 sf (EXISTING) REMODEL AREA: FLOOR 2 = 2,320 sf OF EXISTING SPACE (TENANT IMPROVEMENT) 34% OF EXISTING BUILDING TABLE 504.4 ALLOWABLE STORIES: NS TYPE VB = 2 (EXISTING 2 STORY) PARKING: NO CHANGE OF USE (EXISTING) LEGAL DESCRIPTION: PARK ADD TO EDMONDS BLK 001 D-00 - LOT 1 - 5 INCL & LOT 6 LESS W 1OFTLESS E 5FT LOT 1 PER QCD REC 1675 PG 2058 AF NO 8007180196 OCCUPANCY LOAD FACTORS (IBC TABLE 1004.5) BUSINESS 150 OLF CONF. ROOM (TBLS/CHRS) 15 OLF WAITING AREAS 15 OLF SUITE 200: 13 SUITE 202: 1 SUITE 203: 5 AREA BREAKDOWN PER TENANT TOTAL OCCUPANT LOAD: 19 COMMON LOBBY 02: SUITE 201: 15 SUITE 200, SUMME MEDICAL CLINIC: TOTAL OCCUPANT LOAD: 15 SUITE 201, PETERSON STREHLE MARTINSON, INC. SUITE 202, WELLNESS CENTER: SUITE 203, PAIN MANAGEMENT, DR. QUINT: EDCC FIRE CODE EXCEPTION: IN THE DOWNTOWN CORE, WHERE A BUILDING FRONTS A PUBLIC SIDEWALK, FDCS SHALL BE ON THE FACE OF THE BUILDING. 2. FDCS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE NFPA AND SCF'S FIRE SPRINKLER STANDARD. N/A C. FIRE ALARMS AND DETECTION SYSTEMS. IN ADDITION TO THE REQUIREMENTS OF SECTION 907.2, AN APPROVED, MONITORED AUTOMATIC FIRE ALARM SYSTEM SHALL BE INSTALLED AND MAINTAINED THROUGHOUT ALL BUILDINGS, STRUCTURES, FLOORS, AND SUITES DESCRIBED IN THIS SECTION. IF CONFLICTS EXIST BETWEEN THE IFC AND THIS SECTION, THIS SECTION SHALL PREVAIL. FIRE ALARM SYSTEMS SHALL BE INSTALLED PER NFPA 72 AND SCF'S FIRE ALARM STANDARD. PARTIAL AREA FIRE ALARM SYSTEMS ARE PROHIBITED EXCEPT WHERE APPROVED BY THE FIRE CODE OFFICIAL. THIS PROJECT SHALL HAVE MONITORED AUTOMATIC FIRE ALARM SYSTEM FOR THE ENTIRE BUILDING. EXCEPTION: STRUCTURES REGULATED BY THE INTERNATIONAL RESIDENTIAL CODE. 1. IN ALL NEW BUILDINGS AND STRUCTURES WITH A FIRE AREA OF 3,000 OR GREATER SQUARE FEET, REGARDLESS OF TYPE OR USE. N/A 2. IN EXISTING BUILDINGS AND STRUCTURES THAT UNDERGO AN ADDITION WHERE THE NEW TOTAL FIRE AREA IS 3,000 SQUARE FEET OR GREATER. N/A 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. NO CHANGE OF OCCUPANCY. 4. IN EXISTING BUILDINGS, STRUCTURES OR SUITES HAVING AN EXISTING FIRE ALARM SYSTEM THAT DOES NOT PROTECT ALL AREAS, WHEN THE BUILDING, STRUCTURE, OR SUITE UNDERGOES AN ALTERATION, REPAIR, MODIFICATION, OR SIMILAR IMPROVEMENT REQUIRING A BUILDING PERMIT, UNPROTECTED AREAS SHALL BE PROVIDED WITH PROTECTION AS APPROVED BY THE FIRE CODE OFFICIAL. N/A 5. IN EXISTING BUILDINGS, STRUCTURES, SUITES, OR AREAS THAT UNDERGO ADDITIONS, ALTERATIONS, REPAIR OR MODIFICATION THAT HAVE FIRE SPRINKLER PROTECTION AND LACK A FIRE ALARM SYSTEM. N/A 6. IN A BUILDING OR SUITE PROVIDED WITH A FIRE ALARM SYSTEM, FIRE DETECTION SYSTEM, OR SUPERVISED SPRINKLER SYSTEM, BUT WHICH LACKS ADEQUATE OCCUPANT NOTIFICATION APPLIANCES, AUDIO/VISUAL DEVICES SHALL BE INSTALLED AS REQUIRED BY NFPA 72 AND SCF'S FIRE ALARM STANDARD. DEVICES SHALL BE IN INSTALLED AS PART OF THIS PROJECT. SYSTEMS AND THEIR COMPONENTS SHALL BE LISTED AND APPROVED FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. ALL NEW ALARM SYSTEMS SHALL BE ADDRESSABLE, AND EACH DEVICE SHALL HAVE ITS 207sf 965sf 1,345 sf 91sf 600sf OWN ADDRESS AND SHALL ANNUNCIATE INDIVIDUAL ADDRESSES TO AN APPROVED CENTRAL STATION. NEW FIRE ALARM SHALL BE INSTALLED AS NOTED. ALL MEANS OF COMMUNICATION BETWEEN THE FACP AND THE CENTRAL STATION SHALL BE OF A METHOD APPROVED BY THE FIRE CODE OFFICIAL AND BE PROVIDED WITH A MINIMUM OF 24 HOURS' STANDBY POWER. ONLY COMPONENTS THAT ARE SERVICEABLE BY A FIRE ALARM TECHNICIAN SHALL BE PART OF THE MEANS OF COMMUNICATION LOCATED ON THE PROTECTED PREMISES. THE FIRE CODE OFFICIAL SHALL MAINTAIN A LIST OF APPROVED COMMUNICATION MEANS. PARTIAL AREA FIRE ALARM AND DETECTION SYSTEMS ARE PROHIBITED EXCEPT WHERE APPROVED BY THE FIRE CODE OFFICIAL. D. SYSTEMS OUT OF SERVICE. FOR THE FIRST 48 HOURS, THE OWNER MAY PROVIDE A COMPETENT ADULT TO SERVE AS A FIRE WATCH. AFTER THE INITIAL 48 HOURS, THE FIRE WATCH MUST BE PROVIDED BY A LICENSED AND BONDED PRIVATE SECURITY COMPANY UNTIL THE SYSTEM IS RETURNED TO FULL SERVICE. THE OWNER MUST FURNISH THE FIRE MARSHAL WITH THE NAME AND CONTACT INFORMATION OF THE COMPETENT ADULT AND/OR SECURITY COMPANY WITHIN EIGHT HOURS OF IMPLEMENTING A FIRE WATCH. FIRE WATCH MUST COMPLY WITH SCF'S FIRE WATCH STANDARD. [ORD. 4212 § 1 (ATT. A), 2021; ORD. 4111 § 1 (EXH. 1), 2018; ORD. 4029 § 1 (ATT. A), 2016; ORD. 3926 § 1 (EXH. A), 2013; ORD. 3798 § 1, 2010]. � O � L 04 0 0 0 200 C6r 04 J Q O L C W � 00 O +� �00 �./ 0) c t r N I® Z O E © CORNERSTONE ARCHITECTURAL GROUP 3954 ��AR �STEVEN A. BARNES STATE OF WASHINGTON v N VJ z CoZ C� w 0 Z W F.- OwL0 J > Z m�U� Uj L Ir- Z vJ O Q ;I-0 Z (� Z wti0 2 0 w RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O O l'V O (10 O Q Z W N L 0 w O Lli N N z N O Lu W LU = Q w AC2 2x 1 CEILI SCHE 0 0 0 0 0 0 L� Q 0 0 31DE OF URE )TH SIDES TO 31DE OF URE STUDS O.C. E 2x BLOCKING REQUIRED FOR NG EQUIPMENT JSPENDED CEILINGS SLAB 1❑ 2x4 WOOD STUDS W/ GWB BOTH SIDES 2x2x6 WOOD STUDS W/ GWB BOTH SIDES WALL TYPES Walk —Types EXISTING FLOOR PLAN - DEMO SCALE: 1 /8"= 1'-O" RAILING TO HAVE SAME SLOPE AS STAIR RISE/RUN. HANDRAIL 34-36" ABOVE STAIR nincinin TVn DING EXTERIOR STAIR RAILING DETAIL SCALE: 1-1 /2"= 1'—O" RLG0111 R GENERAL NOTES 1. PATCH, REPAIR & PREP FOR NEW PAINT WHERE ITEMS ARE REMOVED, REPLACED, DEMOLISHED, ETC., TYP. THROUGHOUT. 2. PROTECT EXISTING SURFACE / FINISHES FROM DAMAGE DURING CONSTRUCTION. 3. EXISTING EXTERIOR WINDOWS AND DOORS TO REMAIN. PROTECT DURING CONSTRUCTION. MAINTAIN ACCESS TO EXITS. 4. SEE REFLECTED CEILING PLAN SHEET A9.1 FOR COORDINATION WITH CEILING WORK. DEMO PLAN NOTES OREMOVE EXISTING INTERIOR PARTITION WALL COMPLETE, INCLUDING ALL DOORS, FRAMES, RELITES, ELECTRICAL/DATA, ETC. O2 REMOVE (E) LAMINATE FLOORING THIS AREA. SALVAGE FOR RE -USE IN TENANT SPACE 200. 3 EXISTING FLOORING TO REMAIN. 4 SALVAGE (E) DOOR AND FRAME (HARDWARE) FOR RE -USE. SEE FLOOR PLAN SHEET A2.1 AND DOOR SCHEDULE A6.1. O5 REMOVE SECTION / PORTION OF WALL FOR NEW DOOR / WINDOW OPENING. SEE FLOOR PLAN. OSALVAGE (E) RECEPTION WINDOW AND COUNTERTOP FOR RE -USE. SEE FLOOR PLAN. REMOVE WALL BELOW COUNTER INCLUDING TILE. O7 EXISTING TOILET TO BE REMOVED/RELOCATED. SEE MECHANICAL DRAWINGS. SEE FLOOR PLAN SHEET A2.1. O8 EXISTING CASEWORK TO BE REMOVED COMPLETE, INCLUDING ALL PLUMBING, ETC. SEE MECHANICAL DRAWINGS. 9 EXISTING ELECTRICAL PANEL TO BE REMOVED. 10 EXISTING DATA CENTER WITH PLYWOOD BACKBOARD TO BE REMOVED. 11 PATCH (E) FLOORING & PROVIDE UNDERLAYMENT AS REQ. TO FLUSH FLOOR W/ EXISTING FLOORING TO REMAIN. 1Y2" O STL PIPE RAILING W/ SUPPORTS 8'-0"o.c. N "„ POWDER C( (E) CONC. VERIFY DEF SCALE: NTS M FI o201EE OFFICE � �I O 01FE I� 1 A2.2 I I ENTRY I 201 I 201 I 01 �1A 11'-7" 8'-2" 11'-�2„ OPEN OFFICE 5'-2" 201 C D 10 B 1 MN'6k 1 O B � E1 201A 2❑ I.. OFFICE RECEPTION 202 /WAITING 203 200A LET I1 coI -H I N KEY PLAN -TENANT SPACE /SUITE NUMBER 2C1 200/201 EXISTING SIGNAGE SIGNAGE / / ENTRY COMMON ENTRY LOBBY 200 COMMON LOBBY 202 202 203 203 NORTH EXISTING FLOOR PLAN NEW FLOOR PLAN "COFFEE 200C 6 � 1 Q -3" 8'-5" Q 1 OFFICE :I- 200D 200D t200E1 E1 EXAM 1 200E ] 20OG 3 E1 EXAM EXAM EXAM ��XAM 2 ROOM A ROOM B ROOM 203A 2036 203C E� 200E 8'-3„ EXAM 3 200G NORTH FLOOR PLAN SCALE: 1 /8"= 1'-O" GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD @ FRAME WALLS. 2. FRAME OPENINGS IN WALLS AND CEILING AS REQUIRED FOR HVAC AND ELECTRICAL EQUIPMENT. 3. CONSTRUCT ALL WALLS (INCLUDING FURRED WALLS) AS REQUIRED TO CONCEAL PIPING, CONDUIT AND DUCTS. DO NOT INSTALL GWB OR WALL FINISHES UNTIL ALL EQUIPMENT AND UTILITIES ARE IN PLACE AND TESTED. PROVIDE FIRE BLOCKING PER CODE. 4. TYPICAL HINGE SIDE DOOR JAMB 4" OFF WALL. 2" AT SIM. SEE KEYNOTE 3. 5. PROVIDE SEISMIC STRAPPING ON HOT WATER TANK PER CODE. 6. PROVIDE ACCESSIBILITY TO ELECTRICAL PANELS (MIN.) THREE FEET CLEARANCE AND A MINIMUM WIDTH TO BE THE WIDTH OF THE EQUIPMENT OR 30 INCHES, WHICHEVER IS GREATER. 7. REPAIR LAMINATE FLOORING TENANT SPACE 200 WITH LAMINATE SALVAGED FROM DEMO OF TENANT SPACE 201. WALL TYPES �INTERIOR PARTITION WALL: FULL HEIGHT 2x4 STUDS @ 24" o.c. WITH %g" GWB EA SIDE. INSTALL WITH PLATE ATTACHED TO THE FLOOR. USE "J" MOLDING AT JUNCTURES WITH WALLS, CORNERS AND CAP. LEVEL 4 FINISH TO RECEIVE PAINT. PARTIAL HT. WALL TO 8'-0" AFF AT SIM. �INTERIOR PARTITION WALL: FULL HEIGHT 2x6 STUDS ® 16" O.C. WITH %" GWB EA SIDE. INSTALL WITH PLATE ATTACHED TO THE FLOOR. USE "J" MOLDING AT JUNCTURES WITH WALLS, CORNERS AND CAP. LEVEL 4 FINISH TO RECEIVE PAINT. E1 EXISTING 2x6 DEMISING WALL W/ GWB EACH SIDE. FLOOR PLAN NOTE O4x6WDPOST. 2 3y" x 9y4" RedLAM LVL. 3 DOOR JAMB 2" OFF WALL. O4 RELOCATED RECEPTION WINDOW & COUNTERTOP. 5 V8" FIRE RETARDANT TREATED PLYWD., PAINT. 6 TYPE 2A10BC FIRE EXTINGUISHER. a o 0O L U O 00 co c� oollak" CO r401,ul���U�� N 0 L J C Q a U w _ o O o U �o :'C" Of � Q a) o c 1 ccu F-3: W Z E %:70icoY © CORNERSTONE ARCHITECTURAL GROUP 3954 REGISTERED AR ECT ISTEVEN A. BARNES STATE OF WASHINGTON N O U) 00 z (� z CD w O Z 2i W�n 0 w w V J > Z W U) W � = Q U�� L ILLL Z�� 0< Z Z 0 W RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O O O W co � O Z Z J Z Q W Lij U W O � O J0- N W O J U_ O J U_ J Q i cb W N N z N O W cn > U) o � ^W I..L 6'-9y„ 2 PLOTTER 3'-2" 91-8" BREAK Q 202Dr- ) 4'-0" 3'-4„ 8'-4" 5'-2„ 7'-5y„ 2 SD IOILETT/ GB 202H PT 1 s� �I 1. T. i I ](D \ TP GB � GB — — S TP GB / /T'01 LET I > I I I A I �I < D B 4 —`� 5/A4.1 RECEP. SSs / 201 A PTD — 0FFIC CONF. M N GR. - 202B sD GCB" N 202A A CLERESTORY / / WINDOW ABOVE TOILET TP D 84. B I ` 202H WAITING /I 2--zl_ ) , WAITING 1 GB 201 Q / 7 SSScn cfl CD 2 TYP. 4'-4" 3'-4" 10'-2y2" 8'-2„ 9'-5" LARGE SCALE FLOOR PLAN A2.3 SCALE: 1 /4"= 1'-0" 18" X 36" KEYED MIRROR DIMMER CYLINDER PANEL SWITCHES �o N CD CD a � VOLUME — CD CONTROL 00 00 CONFORM TO LIGHT TELEPHONE ACCESSIBILITY CODE SWITCH HANDSET JACKS FOR SOUND SYSTEM �STANDARD �MOUNTING HE IGHTS INSULATE WASTE PIPE & WATER 1gy" SUPPAM�t.' LINES, r7 _ TV 6„ 8„ -PHONE MIN. MAX. - ELEC. RECPT'L. WALL MOUNTED SINK (LAVATORY ADA CLEARANCE PER WAC 51-50 ',AT SCALE: 1 /4"= 1'-0" AT WALL BASE GWB GWB WF-2 PANELS WF-2 PANELS RUBBER BASE OR WOOD TRIM SEALANT x 3" PLYWD FILLER STRIP GALV. OUTSIDE CORNER MLD'G. OR J-BEAD ON EA. SIDE GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD @ FRAME WALLS. 2. FRAME OPENINGS IN WALLS AND CEILING AS REQUIRED FOR HVAC AND ELECTRICAL EQUIPMENT. 3. CONSTRUCT ALL WALLS (INCLUDING FURRED WALLS) AS REQUIRED TO CONCEAL PIPING, CONDUIT AND DUCTS. DO NOT INSTALL GWB OR WALL FINISHES UNTIL ALL EQUIPMENT AND UTILITIES ARE IN PLACE AND TESTED. PROVIDE FIRE BLOCKING PER CODE. 4. TYPICAL HINGE SIDE DOOR JAMB 4" OFF WALL. 2" AT SIM. SEE KEYNOTE 3. 5. PROVIDE SEISMIC STRAPPING ON HOT WATER TANK PER CODE. 6. PROVIDE ACCESSIBILITY TO ELECTRICAL PANELS (MIN.) THREE FEET CLEARANCE AND A MINIMUM WIDTH TO BE THE WIDTH OF THE EQUIPMENT OR 30 INCHES, WHICHEVER IS GREATER. 7. REPAIR LAMINATE FLOORING TENANT SPACE 200 WITH LAMINATE SALVAGED FROM DEMO OF TENANT SPACE 201. GB GRAB BAR M MIRROR M/S MIRROR W/ SHELF PTD PAPER TOWEL DISPENSER SCD SEAT COVER DISPENSER SD SOAP DISPENSER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SSS STAINLESS STEEL SHELF W/ HOOKS TP TOILET PAPER DISPENSER WC WATER CLOSET 2 x BLKG AS REQ'D. FOR CAB INSTALL VERIFY LOC. W/ MANUF., TYP. METAL ACCEPTABLE 2x FRAMING PER STRUCT. GWB GWB i* WF-2 PANELS SS BRAD, TYP. BRAD, TYP. GWB GALV. INSIDE CORNER CONTINUOUS BEAD MLD'G. OR J-BEAD OF CAULKING EXTRUDED ALUMINUM ON EA. SI EXTERNAL CORNER EXTERNAL CORNERS MOLDINGS WF PANELS AL AT INTERNAL CORNER GWB WF-2 BRAD, GALV WF-2 PANELS MOULI SEALANT SS BRAD, TYP. WD FRAME & TRIM GALV. J-BEAD CONTINUOUS BEAD MOULDING. OF CAULKING 1x W( _ ,,.,., VERTICAL JOINT ® DOOR JAMB WOOD TRIM ® END OF WALL TRIM DETAIL FOR WF-2 / WF-3 GWB GWB DRYWALL jk 42" AFF J-TRIM T.O. TRIM GWB 1x2 WD TRIM 2x4 RABBET TO RECEIVE PANEL WF PANELS CAP CONTINUOUS BEAD OF CAULKING, TYP. GWB SEALANT & BACKER WALL FINISH P-LAM COUNTERTOP POSTFORMED W/ RADIUS @ FRONT EDGE & SPLASH ON %" PLY GWB ' WF-2 PANELS y8 SS BRAD, TYP. EXTRUDED ALUMINUM J-CHANNEL MOULDING. TERMINATION 7'-8„ TE DOOR DEPENDING ON SD _ GB REFERENCE PLAN g < B 3 TP _Q a OH I G cl- / / SSS PTD ` 1. RESTROOM SIGNAGE SHALL BE ADJACENT TO THE DOORS ON THE LATCH SIDE AT A HEIGHT OF 60 INCHES TO THE CENTER. 2. PLUMBING FIXTURES SHALL COMPLY W/ WASHINGTON STATE AMAENDMENTS OF CHAPTER 29 (2006 IBC), AND ADA REQUIREMENTS PER ICC/ANSI A117.1-2003 ALTERNATE PTD LOCATION 4 4'-0" DEPENDING ON LAYOUT. REFERENCE PLAN TOILET PLAN 2 RestroomPlan SCALE: 1 /4"= 1'—O' NOTE: SEE TYPICAL TRIM DETAILS 8/A2.1 WOOD DOOR & WF-3 FRAME P-LAM F ALTERNATE II DOOR LOCATION TD co ® IIl II I\ II II II ll \ Il II II A RUBBER BASE B TOILET ELEVATIONS RestroomPlan WR GWB WF- 3 SEALANT RUBBER BASE PWP EDGE PIECE, ATTACH & SEAL PER MFR FLOOR o - I CD T N COVE C BASE GWB ON 2x6 CJ @ 24" o.c. OR EXISTING FRAMING TOILET CEILING PLAN RestroomPlan SCALE: 1 /4"= 1'-0" WF-3 P-LAM SAN. NAPKIN - u CG1� DISP. CD U - � I T N -I I N I D 1'-6" 2'_0" TEMPERATURE SHIELDING ON -0" DRAIN 5' GWB GWB SEALANT RUBBER BASE CLEAR SEALANT PWP EDGE PIECE, 1 x 4 VG ATTACH & SEAL PER MFR FIR TRIM FLOOR FLOOR SEALANT RUBBER BASE AT RUBBER BASE AT WALL WOOD BASE A PLAM WALL PANEL B I� WF-3ON YGLUETO WALL W/ A CONST. ADHESIVE NOTE: WF-3 ON Ya" MDF. 1. PROVIDE TRIM EDGES FOR ALL WALL GLUE TO WALL W/ FINISHES. USE WHERE REQUIRED FOR CONST. ADHESIVE CLEAN INSTALLATION. NO EXPOSED EDGES OF WALL FINISHES WILL BE SEALANT ACCEPTED. GWB B WF-3 PANELS r 43/ ' Cal 9Y4 WAI I WOOD TOP CAP %"x 2Y" WOOD TRIM W/ EASED EDGES, RETURN AT ENDS (1X4 AT WF-3) GWB EACH SIDE WALL CAP WOOD CAP DETAIL rRLG0107D SCALE: 3"= 1'-0" COVE BASE SCALE: 1 /4"= 1'-0" GWB EDGE JN T. TAPE CORNERS JOINT COM EDGE TRIM SEALANT SURFACE OF ANY ABUTTING MATERIh, ABUTTING CONC. OR MASONRY JOINT COMPOUND METAL EXPANSION JOINT EXPANSION JOINT NOTE: CASING BEAD REQUIRED AT ALL EXPOSED CORNERS OR END OF PANELS GYPSUM BOARD E.DG.EDETAILS � O � L 200 N c0 r 0 C� N J Q O pC L W — o �o O �00 co 0) �0 Z E co c co Y © CORNERSTONE ARCHITECTURAL GROUP 3954 7REISTERED ECT A. BARNES �STEVEN STATE OF WASHINGTON ' RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 'WAL0615A SCALE: N.T.S. v N 0 Cn co 1­ 3: m z (n Z 0w 0 Z 2 W '� 0 w w V J > Z O W U) ui L LL Z Ir— O 0 Z Z W I` 0 0 w C0 z _0 � Z Q Q O N W J .9 b w Lu z Q LJ J U U -1w 0 J 0 Lij C� ~ Q LL LL1 �WQFO V J J � N N N z O LU W = Q w 0 0 0 0 0 CD L� Q 0 0 EXIST. ROOF INSTALL CARDBOARD CONST. EXPOSED GALV. SPIRAL INSULATION BAFFLES BETWEEN DUCT PER MECH. TRUSSES TO PROVIDE MIN 1" R-49 BLANKET INSULATION AIRSPACE AT EAVE, TYP. (E A 1 BETWEEN TRUSSES COVERED WITH VAPOR BARRIER TO BE PAINTED & LEFT EXPOSED. O DUCTT EXIST. CEILING & INSULATION TO LIGHT FIXT. BE REMOVED PER ELEC. EXIST. GRADE EXIST. FLOOR CONST. �-,,— EXIST. EXTERIOR WALL CONST. EXIST. LOWER EXIST. FLOOR (NO WORK) EXIST. GRADE FOUNDATION WALL EXIST. FOUNDATION EXIST. ROOF EXIST. CONST.� SKYLIGHT EA27. PARTIAL HT. WALL W/ WOOD CAP EXIST. EXTERIOR 117 WALL CONST. EXIST. GRADE GRILLE PER MECH. CLERESTORY WINDOW 5 A6.1 INTERIOR PARTITION EXIST. FLOOR CONST. EXIST. LOWER EXIST. FLOOR (NO WORK) FOUNDATION WALL 0 EXIST. EXIST. E WALL C( EXIST. GRADE EXIST. FOUNDA I vulvur% I IU14 BUILDING SECTION PARTIAL BUILDING SECTION BUILDING SECTION AL.1 SCALE: 1 8„= 1,-0„ 1 A A4.1 „ 2 L „ / SCALE: 1 /8 — 1 —0 �'� 1 SCALE: 1 /8 — 1 —0 11y" 1" 12 P-LAM UPPER CABINETS MICROWAVE SHELF W/ (1) ADJ. SHELVES DUPLEX M II I DUPLEX GWB, PAINT (NI -MW / P-LAM COUNTERTOP & 4"h. BACKSPLASH CD� �I DRAWERS ASE CABINET W/ (4) i7 N P-LAM SINK BASE DUPLEX 28" 30" �12"Cy2 CABINET REF (NIC) 411 COFFEE 200C 1" MICROWAVE SHELF Bill »W:1 P-LAM BASE CABINET W/ (4) DRAWER n SCALE: 1/4"= 1'-0" 24" 30" ±35y" 12"d II T I I� MW NIC) FRIDGE (NIC) MW i CV 1 24" 30f1 24"d BREAK 201D 1" P-LAM UPPER CABINETS GWB, PAINT P-LAM COUNTERTOP & 4"h. BACKSPLASH DUPLEX SCALE: 1 /4"= 1'-0" Fil ADJ. SHELF 26y P- M ALL EXPOSED 12 SURFA INCLUDING BOTTOM 0 ELVES P-LAM ALL EXPOSED SURFACES INCLUDING BOTTOM OF SHELVES / ,I GWB, PAINT / DATA ---- DUPLEX DUPLEX KEYB RDXN \ TRAY \ o OPEN - L OPEN OPEN 48' 16" P-LAM TOP "SECTION" RUBBER WD DR & BASE, TYP. FRAME, TYP._/24 W/ WOOD EDGE RECEP. 200A DUPLEX 4 SCALE: 1 /4"= 1'-0" GWB, PAINT \ DUPLEX LI / GWB rRELOCATED CEPTION WND. RUBBER WD DR & p BASE, TYP. FRAME, TYP. L� OFFI CE �MN �GR�.2 01A GWB DATA C C RUBBER DUPLEX BASE, TYP. 0 (E) WND'S IRIM SCALE: 1 /4"= 1'-0" NOTE: SEE TYPICAL TRIM DETAILS 8/A2.1 (E) WND'S & TRIM GWB, PAINT--/ 0 0 WIRE MOULD (E) ELEC PANEL SHELVES I FIR PLYWD � L 22%30" ACCESS \ / OPENING I /X\ RELOCATED (E) FOURPLEX CABINET 4a COFFEE 200C(I. T. SCALE: 1 /4"= 1'-0" A RUBBER DUPLEX BASE, TYP. CON F. 201 B DUPLEX- 1" GWB LK TYPICAL CONSTRUCTION NOTES INTERIOR PARTITION GWB EA. SIDE OF 2x WOOD STUDS @ 16"o.c. WITH SOUND CONSTRUCTION: INSULATION. USE WR GWB AT WET AREAS ACOUSTICAL CEILING 2x4 SUSPENDED ACOUSTICAL PANEL CEILING. TYPE PER (ACP): CEILING PLAN & SCHEDULE ACT: 12"X12" ACOUSTICAL TILE GLUED TO GWB CEILING. GWB CEILING: GWB ON 2x4 OR 2x6 CEILING JOISTS @ 16"o.c. PROVIDE (2) LAYERS WHERE REQUIRED FOR 1 HOUR RATING. VAPOR BARRIER: PROVIDE VAPOR BARRIER SCRIM OVER UNFACED BATTS IN ALL ATTIC AREAS WHERE INSULATION IS EXPOSED. INSTALL OVER INSULATION ON WALLS (BOTH THERMAL AND SOUND INSULATION) AND UNDERSIDE OF CEILING INSULATION. SEALING: EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR INFILTRATION. RELOCATED r f1 TI/lA1 1\IAIn ADJ. SHELF RED 25y 14"d P-LAM ALL EXPOSED DATA SURFACES INCLUDING KEYBOARD BOTTOM OF SHELVES o0 TRAY OPEN 1,16 I, 21_ /4 I_ 24"d 24�" DUPLEX 24�"d 7-�.RECEP..200A 0 PTD SD E� -�- - - 4IlEj=0" DATA WAINSCOT WF-2 L . n1 m1 ry (E) WND'S & TRIM DATA WAINSCOT WF-2 L . n1 m1 ry (E) WND'S & TRIM LIGHT FIXT. / GWB PER ELEC. / / PLOTTER OPEN \ �DATA WAINSCOT WAINSCOT \ WF-2 � 0 WF-2 f3' 11" \ ol �i �GWB� / I\VUULI\ YYV VI\ & BASE, TYP. FRAME, TYP. 6 WAITING 200 SCALE: 1 /4"= 1'-0" CLERESTORY WINDOW j GWB WAINSCOT WF-2 SCALE: 1 /4"= 1'-0" \-- (E) ND'S DATA DAT A GABBER YP. FRAME, WD DR &YP. FRAME, WD DR &YP. DUPLEX FRAME, WD DR &YP. B DUPLEX) DATAL gABBER YP. C WRAME, D DR &YP. LDUPLEX gABBER YP DUPLEX DUPLEX) BASE, TYP. YP. DUPLEX) OPEN OFFICE 201C RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES \ DEPARTMENT WD DR & FRAME, TYP. SCALE: 1 /4"= 1'-0" SCALE: 1 /4"= 1'-0" a O EO L U O c00� � 0011 c6 N II L J C C (� a a r=14 w _ o O ) N U �o co :3 00 Of Q a) o cos ccu F-3: LU Z O E co © CORNERSTONE ARCHITECTURAL GROUP 3954 REGISTERED AR ECT ISTEVEN A. BARNES STATE OF WASHINGTON -- N ^^ O vJ 00 n z w Z ( V w O z 2 W I- C) LJJLij J>�z f)0�= U) U) LU Q ULo LL �� ILz�� 0< Z (O LU r` 0 0 W V J � z O O N O Z > o O LLJ z J � F___ W U LU W � O U) 0 J N J W w Q z 00 LU N z N O LU � > ^W � o � I..L A401 c� Q cn a� a� U V) c0 Q cn 0 I w w Q 0 w 7> 0 0 w 0 Q0 N 00 0 DOOR SCHEDULE DOOR N0. SIZE ROOM NAME ROOM DOOR FRAME HARDWARE DETAILS A6.1 RATING NOTES TYPE MAT'L FIN. TYPE MAT'L FIN. CLSR. PANIC GRP. HEAD JAMB 02 EXIST. LOBBY 02 - - - 3 02A 3'-0" x T-0" TOILET 02A A WD PF W1 WD PF X 2 2 2 2 200 3'-0" x T-0" WAITING 201 B WD PF W2 WD PF X 6 2 2 3 200A 3'-0" x T-0" RECEP. 201A B WD PF W2 WD PF 5 2 2 3 200B 3'-0" x T-0" TOILET 201 B B WD PF W2 WD PF 1 2 2 2 200C COFFEE 201C - - - 200D 3'-0" x T-0" OFFICE 201 D A WD PF W1 WD PF 3 2 2 200E 3'-0" x T-0" EXAM 1 201 E A WD PF W1 WD PF 3 2 2 20OF 3'-0" x T-0" EXAM 2 201 F B WD PF W2 WD PF 3 2 2 2000 3'-0" x T-0" EXAM 3 201G B WD PF W2 WD PF 3 2 2 201 EXIST. ENTRY 202 X - - - 1,3 201A 3'-0" x T-0" OFFICE MNGR. 202A A WD PF W1 WD PF 4 2 2 201 B 3'-0" x T-0" CONF. 202B A WD PF W1 WD PF 3 2 2 201D 2'-6"xT-0" OPEN OFFICE 202D C WD PF W1 WD PF 7 2 2 201 E 3'-0" x T-0" OFFICE 202E A WD PF W1 WD PF 3 2 2 201 F 3'-0" x T-0" OFFICE 202F A WD PF W1 WD PF 3 2 2 201G 3'-0" x T-0" OFFICE 202G A WD PF W1 WD PF 3 2 2 201H 3'-0" x T-0" TOILET 202H A WD PF W1 WD PF 1 2 2 2 GENERAL DOOR NOTES 1. ALL HARDWARE TO HAVE LEVER HANDLES AND SHALL CONFORM TO THE IBC 2. ALL GLAZING IN DOORS & HM RELITES TO BE TEMPERED GLAZING U.N.O. 3. FOR FLOORING TRANSITIONS WHERE FLOOR MATERIAL CHANGES UNDER THE DOOR SEE 4/A6.1 DOOR SCHEDULE NOTES 1. EXISTING DOOR. PROVIDE NEW HARDWARE. 2. UNDERCUT DOOR. 3. PROVIDE SIGN OVER DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING NORMAL BUSINESS HOURS". DOOR ABBREVIATIONS HARDWARE GROUPS FAC FACTORY FINISH #1 1 )/2 PAIR BUTTS, PRIVACY LOCKSET WITH INDICATOR, WALL STOP INT INTERIOR #2 SAME AS #1 W/ CLOSER & SMOKE GASKETS MB MARKER BOARD #3 1 V PAIR BUTTS, PASSAGE LOCKSET, WALL STOP OPP OPPOSITE #4 SAME AS #3 W/ CLASSROOM LOCKSET PT PAINT SAV STAIN AND VARNISH #5 1 Y PAIR BUTTS, HOTEL LOCK, CLOSER, WALL STOP SCW SOLID CORE WOOD #6 SAME AS #5 W/ SMOKE GASKETS TG TEMPERED GLAZING #7 BI-FOLD DOOR HARDWARE U.N.O. UNLESS NOTED OTHERWISE ROOM FINISH SCHEDULE ROOM ROOM NAME FLOOR MAT'L. BASE MAT'L. NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING NOTES MAT'L. FIN. MAT'L. FIN. MAT'L. FIN. MAT'L. FIN. MAT'L. HT. 02B LOBBY EXIST. 4" BASE GWB PT GWB PT EXIST. GWB PT EXIST. GWB PT EXIST. GWB 8'-0" 02A TOILET LVT 4" BASE GWB/WF-3 FAC GWB/WF-3 FAC GWB/VVF-3 FAC GWB/WF-3 FAC GWB 8'-0" 200 RECEPTION / WAITING GWB PT 201 WAITING EXIST. 4" WD EXIST. GWB PT GWB PT EXIST. GWB PT GWB PT GWB 8'-0" 201A RECEP. EXIST. 4" WD EXIST. GWB PT GWB PT GWB PT GWB PT GWB 8'-0" 201B TOILET LVT 4" BASE GWB/WF-3 FAC GWB/WF-3 FAC GWB/VVF-3 FAC GWB/WF-3 FAC GWB 8'-0" 201C COFFEE EXIST. 4" WD EXIST. GWB PT EXIST. GWB PT GWB PT GWB PT GWB 8'-0" 201 D OFFICE EXIST. 4" WD EXIST. GWB PT EXIST. GWB PT EXIST. GWB PT GWB PT GWB 8'-0" 201 E EXAM 1 EXIST. 4" WD EXIST. GWB PT EXIST. GWB PT EXIST. GWB PT GWB PT GWB 8'-0" 201 F EXAM 2 EXIST. 4" WD GWB PT GWB PT EXIST. GWB PT GWB PT GWB 8'-0" 201G EXAM 3 EXIST. 4" WD EXIST. GWB PT EXIST. GWB PT EXIST. GWB PT GWB PT GWB 8'-0" 202 ENTRY LVT 4" BASE EXIST. GWB PT GWB PT GWB PT EXIST. GWB PT GWB VAULT 202A OFFICE MNGR. LVT 4" BASE GWB PT GWB PT GWB PT EXIST. GWB PT GWB VAULT 202B CONF. LVT 4" BASE GWB/WF-2 PT/FAC GWB/WF-2 PT/FAC GWB/WF-2 PT/FAC GWB/WF-2 PT/FAC GWB VAULT 202C OPEN OFFICE LVT 4" BASE GWB/WF-2 PT/FAC GWB PT GWB/WF-2 PT/FAC GWB PT GWB 8'-01, 202D BREAK LVT 4" BASE GWB PT GWB PT GWB PT GWB PT GWB 8'-01, 202E OFFICE LVT 4" BASE EXIST. GWB PT GWB PT GWB PT EXIST. GWB PT GWB 8'-01, 202F OFFICE LVT 4" BASE EXIST. GWB PT GWB PT GWB PT GWB PT GWB 8'-01, 202G OFFICE LVT 4" BASE EXIST. GWB PT EXIST. GWB PT GWB PT GWB PT GWB 8'-01, 202H TOILET LVT 4" BASE GWB/WF-3 FAC GWB/WF-3 FAC GWB/VVF-3 FAC GWB/WF-3 FAC GWB 8'-01, GENERAL FINISH NOTES 1. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & ADDITIONAL FINISH INFORMATION. 2. WATER RESISTANT GWB ON ALL TOILET ROOM WALLS. NEAR SERVICE SINKS, AND ANY OTHER WET AREAS. 3. SEE DETAIL 4/A2.2 FOR STANDARD MOUNTING HEIGHTS. 4. SEE DETAIL 6/A2.2 FOR BASE DETAILS. 4. SEE INTERIOR ELEVATIONS FOR OTHER FINISHES AND WALL MOUNTED EQUIPMENT. 5. SEE DETAIL 8/A2.2 FOR WF TRIM DETAILS. 6. SEE DETAIL 4/A6.1 FOR FLOOR TRANSITION DETAILS. 7. SEE DETAIL 6/2.2 FOR BASE DETAILS. 8. PAINT EXPOSED GWB SOFFITS AND SUSPENDED WALLS. 9. PATCH EXISTING WOOD FLOORING AS REQUIRED WHERE WALL/EQUIP. REMOVED. RE -FINISH ALL (E) WOOD FLOORING W/ DUST -FREE SYSTEM. STAIN COLOR TBD. ROOM FINISH SCHEDULE NOTES 1. SEE INTERIOR ELEVATIONS FOR WF & PLAM, WAINSCOT WALL FINISHES, MB & OTHER WALL MOUNTED EQUIP. PAINT PRIMER ON WALLS PRIOR TO INSTALLATION OF PLAM, WAINSCOT OR WF. 2. 8'-0" HIGH %" FIRE RETARDANT TREATED PLYWOOD, PAINT. 3. PAINT EXISTING CONC. FLOOR. 4. WF-3 WALL FULL HEIGHT PER INTERIOR ELEVATIONS. SEE DETAIL 8/A2.2. PAINT PRIMER ON WALLS PRIOR TO INSTALLATION OF WF. 5. WATER RESISTANT GWB. FA Rl 01 01 :4 4 LTA FA MVI 1101 Mll L 2 >_ A6.1 FLUSH D 0 FLUSH IF: x x -1 < -I g A WD DOOR W1 WOOD JAMB/HEAD B EXISTING WD (PREHUNG W/ FRAME) (PREHUNG) DOOR (REUSE) ACP 2X4 SUSPENDED ACOUSTICAL PANEL -TYPE PER SPECIFICATIONS ACT 12x12 GLUED ON ACOUSTICAL TILE OVER EXIST. GWB. (E) / EXIST EXISTING FAC/FF FACTORY FINISH GWB GYPSUM WALLBOARD LVT LAMINATE VINYL TILE PLAM PLASTIC LAMINATE PT PAINT RB RUBBER BASE WD WOOD WF-2 Y" WD SHTS W/ GALV MTL REVEALS & WOOD TRIM SEE 8/A2.2. WF-3 PLASTIC LAMINATE WALL FINISH ON Y4" HARD BOARD, SEE 8/A2.2. a 2 >_ A6.1 D.0 0 0 0 �xQ C BI-FOLD W2 WOOD JAMB/HEAD WD DOOR (SITE BUILD FOR USE W/ REUSED DOORS) SOUND ATTENUATION INSULATION GWB (2) STUDS WOOD TRIM (MATCH EXISTING) WOOD FRAME & PREHUNG OR RE -USED WD DOOR WOOD DOOR PER SCHEDULE 1 DOOR �IEAD (J�AMB �Sl. 2" EXIST. CONC. FLOORING BLACK EPDXY REDUCING STRIP EPDXY REDUCING STRIP - LVT / CONCRETE EXISTING WD FLR TO LVT SCALE: Y= V-0" and LVT 5 A6.1 Eli� 2'_11)/2" 2'-112" 3" Lo I v STOPPED IN SAFETY GLASS - G /AO 4 UNISEX RESTROOM SIGN TYPE A NOTES: 1. TEXT FONT: ARIAL 2. ROOM NAME SHALL BE LEFT JUSTIFIED. 3. IF ROOM NAME TEXT REQUIRES TWO LINES, LEFT JUSTIFY BOTH LINES. PROVIDE SAMPLE TEXT FOR ARCHITECT APPROVAL. SIGN TYPE ITign SCALE: NTS "" TEMPE GLAZING RIP DOWN REQ'D WI[ OUTBOARI 5 rv11 vL WNDDET GLAZING TAPE 10 WD TRIM STOPS W/ EASED EDGES (INBOARD) 1 x4 WD TRIM W/ EASED EDGES, PAINT GWB EA. SIDE, PAINT SCALE: Y= V-0" � O � L t � � N C� c0 N E J O C cn Q t H zw - 0 o T-o � O Q + 7 0 co 0 N .b tm co) t r W 2 Z O ®co co Y © CORNERSTONE ARCHITECTURAL GROUP 3954 �R GISTERED AR ECT �STEVEN A. BARNES STATE OF WASHINGTON ' v N ��^^ 0 00 1-- 3: m z (n z 0 Lu 0 z2iwI­ 0 LU (D J > Cy z �01.-= m v) W LIJ��Q LL (3) LLz�w O Q � 0 Z (� Z LLJ I` 0 0 LU RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W J U) J 0 ui Q C) U) 0 LU = c/) (f) LLj _ z � W � U) L.L 0 N ~000 LLJ U) 0 ll� 0 = ob < W � N N z N 0 Lu W LU > LU = U) W INSTALLATION OF SUSPENDED CEILING SYSTEMS SHALL BE IN ACCORDANCE WITH MANUFACTUERE'S ICC—EC EVALUATION REPORT FOR THE SPECIFIC PRODUCT BEING DESIGNED AND INSTALLED, PERIODIC SPECIAL INSPECTIONS ARE REQUIRED AND SHALL COMPLY WITH CODE AS DEFINED ON SHEET AC6 INTERIOR FINISHES. VERTICAL 12 GA HANGER SPACED 4'-0" O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER SPLAYED 90 DEG. FROM EA OTHER, N.T.E. 45 DEG. FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" O.C. IN BOTH DIRECTIONS, W/ THE FIRST POINT WITHIN 4'-0" FROM EA WALL. SECURE TO STRUCTURE ABOVE. MAIN RUNNER NOTES: A.C.P. CONFORM TO IBC CHAPTER 35 REERENCED STANDARDS CROSS C-635-00 RUNNER C-636-96 ACP SWAY BRACE DETAIL LGO802A SCALE: N.T.S. EXIST. SLOPED GWB TO REMAIN EXIST. SLOPED GWB TO REMAIN EXIST. 1 m� SKYLIGHT 4 4 ❑ 0 0 0 0 0 0 4 �\ 4 o —J 0 L E�ST.� I r SKYLIGI�� 3 III III I II LJ LJ I I 5 F�'] F-'] M I III NO WORK I H THIS AREA III — u M L 6 Z 3 Z 00 NORTH 0 0 0 0 w Q 0 REFLECTED CEILING PLAN - DEMO #12 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS TO STRUCTURE ABOVE ATTACH FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION NOTES: CONFORM TO IBC CHAPTER 35 REERENCED STANDARDS C-635-00 C-636-96 ,LIGHT FIXTURE BRACING rnl " �^ " "CING WIRES VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS OR "EMT" SLEEVE - DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT TO SECURE ONE TUBE TO THE OTHER LAP TUBES 4" MIN. IN FULLY EXTENDED POSITION. �� \\ NOTES: CONFORM TO IBC CHAPTER 35 REERENCED STANDARDS C-635-00 C-636-96 ACP SWAY BRACE DETAIL CLG0102A N.T.S. CLG0803A SCALE: 1 1 /2"= 1'-0" ACP 8,— 4„ ACP CLOUD @ GENERAL NOTES f8'-4" AFF, TYP. -:1 h- EXIST. CHANGE IN CLNG HT. EXIST. SKYLIGHT SCALE: 1 /8"= 1'-O" 0 ACP 1. PATCH, REPAIR & PREP FOR NEW PAINT WHERE ITEMS ARE REMOVED, REPLACED, DEMOLISHED, ETC., TYP. THROUGHOUT. 2. PROTECT EXISTING SURFACE / FINISHES FROM DAMAGE DURING CONSTRUCTION. 3. SEE FLOOR PLANS SHEET A2.1 FOR COORDINATION WITH THE WORK. DEMO CEILING PLAN NOTES OEXISTING SUSPENDED CEILING SYSTEM TO BE REMOVED COMPLETE, INCLUDING LIGHT FIXTURES, DIFFUSERS/DUCTWORK. ALSO REMOVE VAPOR BARRIER & INSULATION ABOVE. O2 EXISTING GWB CEILING TO BE REMOVED COMPLETE INCLUDING FRAMING. O3 EXISTING ACT TO BE REMOVED. (E) GWB TO REMAIN. PREP GWB FOR NEW ACT. O4 EXISTING GWB CLNG. TO REMAIN. PATCH AND REPAIR AS REQ'D. O5 REMOVE EXISTING ATTIC ACCESS. INFILL CEILING FLUSH WITH EXISTING. OEXISTING LIGHTS TO BE REMOVED / RELOCATED. SEE ELECTRICAL DRAWINGS. O7 EXISTING AC UNIT IN ATTIC TO REMAIN. SEE MECHANICAL DRAWINGS FOR DUCTWORK. ACP ACP TRUC ACP CLOUD @ 0 I @f8'-4" AFF, TYP.--'ACID EXIST. SLOPED GWB GWB EXIST. EXIST. SKYLIGHT (RACING \GGERED 12 WALL BRACING 'CL00202A SCALE: 1 1 /2"= 1'-0" ACP CLOUD @ f8'-4" AFF, TYP. AREA NORTH OF DASHED LINE SHOWS LOCATION OF NEW R-49 BLANKET INSULATION BETWEEN TRUSSES COVERED WITH VAPOR BARRIER TO BE PAINTED & LEFT EXPOSED. GWB EXIST. +/—g -0" SLOPED GWB GWB ❑� zS-; EXIST. EXIST. � 0 OGWB GWB @ f6'-10„ + _8 _C HDR. EXIST. 0 0 1 = 0 GWB GWB 0.EXIST PATCH (E) GWB ATTIC 0 GWg AS REQ'D, TYP._ ACC EXIST. EXIST. SKYLIGHT NO WORK THIS AREA ACT I I ACT REFLECTED CEILING PLAN (E) CHANGE IN CLNG HT. GWB EXIST. EXIST. SKYLIGHT _ ACT PREP (E) GWB WHERE ACT WAS REMOVED ACT SCALE: 1 /8"= 1'-O" GENERAL NOTES 1. LIGHT FIXTURE TYPES & OTHER REQUIREMENTS. COORDINATE LIGHT FIXTURE LOCATIONS WITH ELECTRICAL. LIGHTING/POWER UNDER SEPARATE PERMIT. 2. SUSPENDED ACOUSTICAL CEILING T-BAR GRID W/ ACOUSTICAL CEILING TILE. CONTRACTOR SHALL FIELD MEASURE SPACE AVAILABLE TO VERIFY LAYOUT. IF MINOR ADJUSTMENTS ARE NECESSARY TO AVOID STRIPS NARROWER THAN 2", OR OTHER CONFLICTS, OBTAIN APPROVAL OF CONSTRUCTION REPRESENTATIVE BEFORE PROCEEDING. 3. SEE DETAILS 1, 2 & 3 SHEET A9.1 FOR ACP & LIGHT FIXTURE BRACING. 4. PAINT ALL GWB CEILING, SOFFITS (NEW AND EXISTING) U.NO. 5. PATCH/REPAIR (E) GWB CEILINGS AS REQUIRED TO CARRY OUT WORK. CEILING TYPES GWB g" GWB ON 2x6 CEILING JOISTS AT 24"o.c. ACP ACOUSTICAL CEILING PANEL (f8'-0" AFF) ACT 12x12 ACOUSTICAL CEILING TILE ON (E) GWB. PATCH (E) GWB WHERE OLD ACT WAS REMOVED (f8'-O" AFF) STRUCT. INSTALL R-49 BLANKET INSULATION & VAPOR BARRIER (BLACK) LEGEND GWB CEILING CONSTRUCTION SUSPENDED ACOUSTICAL CEILING (2448 ACOUSTICAL PANELS) SUSPENDED ACOUSTICAL CEILING CLOUD (2448 ACOUSTICAL PANELS WITH METAL EDGE TRIM) GLUED ON 12"x12" ACOUSTICAL TILE 22" x 30" ATTIC ACCESS boQ ® LIGHTS d 00 Lo O oop 2 1 CU G a)) I��01f'moll7e„ CO � r�r'me,um�eU�� N 0 �Iuu�V N c J c i Q a 0 mllo�in,ileos� W 0 �pI�011'9Nbo,,III co Elf �rn N 0 LoLo CU F- W Z o 11 E 1%:7ol �Y © CORNERSTONE ARCHITECTURAL GROUP 3954�AR�F�ft7ECT E STEVEN A. BARNES STATE OF WASHINGTON v N O Cn 00 1-- 3: m �n Z U)Z V Lu O Z � 1.— '� LULu V > Z �0_ co U) U) LU Q LL LLZ�U) O Q � � Z � Z W I` O 0 LU RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T— O (� Z O p J (D LU U O z W U w 0 J Z L.L Q V ) J N N U) C N z O Lu LU LU U) > W U) o Of 0 w