Loading...
APPROVED PLN_RESUB1 BLD2022-0482+Architectural_or_Building_Floor_Plans+5.31.2022_11.28.41_AM+2901399MATERIAL KEY DRAWING SYMBOL KEY VICINITY MAP DRAWING INDEX GRID BUBBLE CEILING HEIGHT TAG GENERAL AO.1 GENERAL NOTES, LEGENDS & ABBREVIATIONS CONCRETE s CONTINUOUS STRUCTURAL FRAMING MEMBER GRID NO. 8'-0" CEILING HEIGHT DIMENSION O x a , - ARCHITECTURAL Al. 1 SITE PLAN A1.2 EXISTING FLOOR PLAN GRAVEL FILL BLOCKING (NOT CONTINUOUS) DETAIL TAG A1.3 PROPOSED FLOOR PLAN A2.1 ELEVATIONS INTERIOR ELEVATION TAG A3 LIGHTING PLAN ` Y 2 DETAIL NO. - DEFERRED SUBMITTALS: SHEET NO. A3.3 1 r ' UNDISTURBED SOIL WOOD FINISH MATERIAL ELEVATION NO. 4 A4 2 2 KITCHEN HOOD TYPE II - BY SEPARATE PERMIT -�-� SECTION TAG SHEET NO. -- SIGNAGE - BY SEPARATE PERMIT 3 3 - d - ° APPROVED BY PLANNING SAND FILL PLYWOOD SECTION LETTER A3.2 SHEET NO. FINISH TAG I .. _._,_,,, .,_ .. - A �_ r7 DOOR TAG RIGID INSULATION i HIDDEN OR BURIED MATERIAL IN CPT-1 FINISH TYPE & NO. 100 DOOR NO. a * I Jun 09 2022 4 .■■ ANOTHER MATERIAL _ WINDOW TAG KEYNOTE TAG - BATT INSULATION WINDOW NO. CDKEYNOTE NO. O ; . a • City Of Edmonds Building Department WALL TAG SAFETY GLAZING - . � * ------------------------------ OR MASONRY -BRICK OR MASONRY-BRICK ' Work CHANGE OF USE / T/I CONCRETE B OC WALL TYPE SG SAFETY GLAZING -,, �� - ------------------------------- Address. 320 5TH AVE S B --------------------------------------------- Owner TABLE FOR 12 SMOKE & CARBON MONOXIDE DETECTORS FAN T ALL WORK SUBJECT APPROVEDApproved SD Date: 06/16/2022 O SMOKE DETECTOR gF 90 CFM EXHAUST FAN W/ CFM Building Official Erg TO FIELD - _ �.�� �:. ., •. ----- ------------------- FOR PLANS MUST EOSCD COMBINATION SMOKE & CO DETECTOR DATUM TAG ------------------------------------- Permit Number BLD2022-0482 CODE COMPLIANCE ON JOB SIT DATUM LEVEL PROJECT LOCATION Plumbing and Mechanical are separate permits. Please apply through MyBuildingPermit.com BUILDING CODE SUMMARY - CONT. ABBREVIATIONS GENERAL NOTES SCOPE OF WORK AFF ABOVE FINISH FLOOR MECH. MECHANICAL 1. THESE CONSIST OF THE DRAWINGS, AND OTHER DOCUMENTS LISTED IN THE CONTRACT BETWEEN PROPOSED TENANT IMPROVEMENT FOR A DEMONSTRATION AND TRAINING OCCUPANCY LOAD CALCULATIONS & AND MFR. MANUFACTURER OWNER AND ARCHITECT. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS KITCHEN @ AT MIN. MINIMUM NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. APPROX. APPROXIMATE(LY) M.O. MASONRY OPENING PROJECT INFORMATION SUITE A: N.I.C. NOT IN CONTRACT 2. THESE DRAWINGS, THE DESIGN CONTAINED WITHIN AND AS CONSTRUCTED ARE COPYRIGHT 2021 BD. BOARD N.T.S. NOT TO SCALE BY PELLETIER + SCHAAR, L.L.C.; AUTHORIZED USE OF THESE DRAWINGS ARE GRANTED SOLEY FOR CLASSIFICATION: SECTION 309 - MERCANTILE BLDG. BUILDING # NUMBER THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION. ADDRESS: 320 5TH AVENUE SOUTH GROUP M CL CENTER LINE O.C. ON CENTER 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL EDMONDS, WASHINGTON 98202 PARCEL NO.: 27032300413000 OCCUPANCY LOAD: SECTION 1004 TABLE 1004.5 MERCANTILE I0 CLG. CEILING OPG. OPENING SUPPLIERS TO CAREFULLY EXAMINE EACH PAGE OF THE DRAWINGS. THE CONTRACTOR SHALL ZONE: DB2 - DOWNTOWN MIXED COMMERCIAL GRADE LEVEL FLOOR AREA 30 GROSS LU C.I. CONTINUOUS INSULATION O/ OVER PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWING ARE OBSERVED TO BE AT VARIANCE. LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03RT-124) BEG 410.9FT & 30FT W STORAGE, SHIPPING 300 GROSS C.J. CONTROL JOINT OF SE CORSEC TH W 122.71 FT TH N 50FT TH 122.71 FT OCCUPANCY SEPARATION D CMU. CONCRETE MASONRY UNIT PARALLEL 4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH LOCAL CONDITIONS AND TH S 50TH TO POB SUITE A CONC. CONCRETE L PERPENDICULAR FIELD VERIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY MERCANTILE 1,881 SF / 60 = 32 N/A 0 HOURS CONT. CONTINUOUS LB. or # POUNDS THE ARCHITECT OF DISCREPANCIES OR CONDITIONS THAT HINDER THE COMPLETION OF WORK LOT AREA: 0.14 ACRES, 6,098 S.F. TOTAL SUITE A 1,881SF 32 C.T. CERAMIC TILE P.S.F. POUNDS PER SQUARE FOOT PER THE CONTRACT DOCUMENTS - PRIOR TO WORK BEING DONE. TENANT SUITE AREA: 1,804 SF z P.S.I. POUNDS PER SQUARE INCH SUITE B: MEANS OF EGRESS D. DRYER P.T. PRESSURE TREATED 5. ALL DIMENSIONS ARE ±, WHETHER NOTED OR NOT, AND SHALL BE FIELD VERIFIED AT EXISTING LU DW DISH WASHER CONDITIONS. TENANT INFORMATION CLASSIFICATION: SECTION 309 - BUSINESS G DIA. DIAMETER REBAR REINFORCING STEEL GROUP B EACH SUITE LESS THAN 49 - ONE EXIT REQUIRED ONLY W ° DEGREES REQ'D REQUIRED 6. THE CONTRACTOR SHALL PROCURE AND PAY FOR NECESSARY PERMITS. OCCUPANCY LOAD: SECTION 1004 TABLE 1004.5 BUSINESS D.S. DOWNSPOUT REQ'M REQUIREMENT DWG. DRAWING R. RISERS 5. WORK SHALL INCLUDE PROVIDING ALL FORMS OF PROTECTION AS NECESSARY TO PRESERVE THE TENANT: TABLE FOR TWELVE, GREAT LIFE PUBLISHING LLC GRADE LEVEL FLOOR AREA 150 GROSS 0 RE. REFER or REGARDING WORK OF OTHER TRADES, FREE FROM DAMAGED, ALL TRADES SHALL PROTECT THEIR OWN WORK BUSINESS USE: STUDIO DEMONSTRATION AND TRAINING KITCHEN STORAGE, SHIPPING 300 GROSS EA. EACH REF. REFRIGERATOR TO PREVENT DAMAGE BY OTHER DURING COURSE OF CONSTRUCTION. FINISH SURFACES SHALL IlnL E.J. EXPANSION JOINT R.D. ROOF DRAIN BE PROPERLY PROTECTED AT TIME OF INSTALLATION. SUITE B ELEC. ELECTRICAL R.O. ROUGH OPENING BUSINESS 1,895 SF / 150 = 13 G G_ EL. ELEVATION R.S. ROD AND SHELF 7. FINAL ORIENTATION FOR THE BUILDING ON THE SITE AND ESTABLISHMENT OF FLOOR LEVEL STORAGE 139 SF / 300 = 1 EQ. EQUAL BENCH MARK SHALL BE REVIEWED BY THE ARCHITECT. APPLICABLE BUILDING CODES TOTAL SUITE B 2,034 SF 14 EQUIP. EQUIPMENT S.D. SMOKE DETECTOR z EX. EXISTING S.C. SOLID CORE 8. BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK WHICH MAY BE AFFECTED BY BUILDING COMMON AREA 295 SF/ 150 = 2 Q EXT. EXTERIOR S.F. SQUARE FOOT/FEET ADJACENT WORK OF OTHERS, CONTRACTOR SHALL VERIFY MEASUREMENTS AT BUILDING AND BE 2018 INTERNATIONAL BUILDING CODE - APPENDIX E AND CHAPTER 11 z SIM. SIMILAR RESPONSIBLE FOR CORRECTNESS OF THESE MEASUREMENTS. 2018 WASHINGTON STATE BUILDING CODE TOTAL BUILDING OCCUPANCY 48 W F.D. FLOOR DRAIN SPEC. SPECIFICATIONS 2018 WASHINGTON STATE ENERGY CODE F.O.S. FACE OF STUD S.S. STAINLESS STEEL 9. DRAWING SHALL NOT BE SCALED. NOTED DIMENSION TAKE PRECEDENCE OVER SCALED 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE CONSTRUCTION TYPE ~ F.R. FIRE -RETARDANT STD. STANDARD DIMENSIONS. WINDOW, CABINETS, AND ALL SHOP BUILT ITEMS SHALL BE FIELD MEASURED PRIOR FT. or' FOOT/FEET STR. STRUCTURAL TO FABRICATION AND INSTALLATION. FINAL LOCATIONS OF SWITCHES, FIXTURES, GRILLES, 2018 INTERNATIONAL PLUMBING CODE J F.F.L. FINISH FLOOR LEVEL COVERS, ETC. SHALL BE DETERMINED ON THE JOB. VERIFY EXACT LOCATIONS WITH ARCHITECT 2018 INTERNATIONAL FUEL GAS CODE 0 T. TREAD BEFORE ROUGH -IN. 2018 INTERNATIONAL EXISTING BUILDING CODE CONSTRUCTION TYPE: TYPE VB W/ AUTOMATIC SPRINKLER SYSTEM (SHALL MEET NFPA-13) - EXISTING GA. GAUGE OR GAGE T.O.B. TOP OF BEAM 2009 ANSI ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ALLOWABLE S.F.: 9,000 SF 0 U G.C. GENERAL CONTRACTOR T.O.C. TOP OF CONCRETE 10. ROUGH FRAMING HORIZONTAL DIMENSION ARE SHOWN FROM FACE OF STUD TO FACE OF STUD. CITY OF EDMONDS AMENDMENTS AND ORDINANCES GALV. GALVANIZED T.O.W. TOP OF WALL ROUGH FRAMING VERTICAL DIMENSION ARE SHOWN FROM TOP OF CONCRETE SLAB TO TOP OF PROPOSED T.I. - BUILDING AREA z GLULAM. GLUE LAMINATED LUMBER T&G TONGUE AND GROOVE FLOOR SHEATHING TO TOP OF WALL PLATE. SUITE A 1,SF SUITE B 2,034 SF Q GYP. BD. GYPSUM BOARD TYP. TYPICAL 11. WORKMANSHIP SHALL CONFORM TO BEST STANDARDS AND HIGHEST QUALITY OF TRADES AND PROJECT TEAM COMMON AREA 295 SF H or HT. HEIGHT U.L. UNDERWRITER'S LABRATORY SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION, AND INSTALLATION. WORK SHALL BE TOTAL OCCUPIED 4,210 SF H.C. HOLLOW CORE U.O.N. UNLESS OTHERWISE NOTED EXECUTED BY SKILLED MECHANICS. WHEN COMPLETE, ALL PARTS SHALL BE DURABLY AND H.M. HOLLOW METAL SUBSTANTIALLY BUILT AND SHALL PRESENT A NEAT WORKMAN - LIKE APPEARANCE. OWNER: RIAN COOL OUTDOOR ENTRY 36 SF Q HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD ADDRESS: 600 UNIVERSITY ST SUITE 1000 TOTAL OCCUPIED 4,246 SF 0 12. INSTALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURE'S CURRENT PHONE: 206 375 4146 TOTAL 4,246 SF IN. or " INCH(ES) W. WIDTH PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS. CONTACT PERSON: RIAN COOL 0 INT. INTERIOR W/ WITH FIRE PROTECTION W/IN WITHIN ARCHITECT: PELLETIER +SCHAAR, LLC AUTOMATIC SPRINKLER SYSTEM: YES or_ JT. JOINT W.C. WATER CLOSET ADDRESS: 26911 98TH DR. NW, STE. B, STANWOOD, WA 98292 w W. WASHER DEMOLITION GENERAL NOTES PHONE: 360-629-5375 UNIT SEPARATION WALLS: NO SEPERATION REQUIRED LAV. LAVATORY W.W.M. WELDED WIRE MESH CONTACT PERSON: DAVID PELLETIER, AIA, LEED AP (TABLE 508.4) PELLETIER +T S C H A A R Q LVL. LAMINATED -VENEER LUMBER WD. WOOD 1. THESE NOTES INDICATE THE GENERAL EXTENT OF DEMOLITION. REMOVE AND DISPOSE OF BUILDING EXTERIOR WALLS: FIRE PARTITION 2 HR LU MATERIALS AND EQUIPMENT WHICH ARE NOT INCORPORATED IN NEW WORK OR (E) TO REMAIN. Vision 13a s e a Architecture MAX. MAXIMUM PROTECT ELECTRICAL SERVICE, WATER SERVICE AND OTHER TO THAT WHICH ARE TO REMAIN. FIRE SEPARATION DISTANCE TYPE VB X<5 2 HR 1 HR Dr. NW, Suite B - Stanwood, WA (M), (B) 26911 98th 98292 Nothing in the permit approval process shall be 2. REFER TO REMAINDER OF ARCHITECTURAL PLAN(S) AND VERIFY NEW SYSTEM LAYOUTS PRIOR TO BUILDING CODE SUMMARY 10<=X<30 OHR www.pelletierschaar.com 36o-629-5375 COMMENCING DEMOLITION. LU interpreted as allowing or permitting the maintenance J 3. REMOVE ALL DEBRIS FROM SITE TO A LICENSED DISPOSAL SITE. GROUP USE OCCUPANT LOAD ALLOWABLE HEIGHT IN FEET RES U B of any currently existing illegal, nonconforming or TYPE VB, SPRINKLED,B 60 FT No.:xxxxxx DRN XXX CHK:XXX W 4. COORDINATE WITH LOCAL UTILITY COMPANIES AND CITY OF EDMONDS DISTRICT FOR SHUT DOWN (PER TABLE 504.3IBC) ©2021 PELLETIER + SCHAAR, L.L.C. May 31 2022 unpermitted building, structure or site condition which AND RECONNECT OF SERVICES. B BUSINESS 150 GROSS I M MERCANTILE 60 GROSS ALLOWABLE STORIES ABOVE GRADE DEVELOPMENT SERVICEO is outside the scope of the permit application, regardless 5. PROTECT ALL PUBLIC PUBLIC WAYS AND ADJACENT PROPERTIES. PLUMBNG FIXTURE REQUIREMENTS TYPE VB, 6946 REGISTERED DEPARTMENT B 3 STORY SPRINKLED, (PER TABLE504.41BC� ARCHITECT 0 of whether such building, structure or condition is 6. WORK SEQUENCES AND SCHEDULES TO BE APPROVED BY OWNER BEFORE WORK COMMENCES. shown on the site plan or drawing. Such building, PROVIDE TEMPORARY BARRIERS AND FENCING TO GUARD AND PROTECT WORK AREA. SUITE A - M OCCUPANCY 27 1 WC + 1 LAY OK SUITE B - B OCCUPANCY 13 1 WC + 1 LAY OK7. P TIER STATE OF WASHINGTON A001 W J structure or condition may be the y e subject oa separate 8. HAZARDOUS MATERIALS MAY BE EVIDENT AT THE SITE IF CONTRACTOR ENCOUNTERS 4/15/2022 Q ASBESTOS -CONTAINING OR OTHER HAZARDOUS MATERIALS NOT PREVIOUSLY INDICATED THEY ARE TO STOP WORK AND NOTIFY OWNER. enforcement action. PERMIT GENERAL NOTES, LEGENDS & ABBREVIATIONS II II I II II II II II I II II II II I II II II II II II II II II II I II II II II II I II II II II II I II II I C II II II II II II II I II II II UP II II II II II II I II II II II II I II II II II II I II II II SUITE A 0� LU I II II II — II II I II II II � II Ell ❑ II I II II II � II II I II II II II II I II II II / �/ z II II II LU cd II II II - w II II II II II � II II I II II II � II II I II II II I II II II I II II � II II I II II II z I II II II II II I II II II w UP �� ~ II II II II II II O II II II II II O - - - - - - - - STORAGE U III II II II II SUITE B ZRETAIL SPACE Q I � IIII I II II II II � II II II II II \ I I I I I I I I I I I I 0 II II II O II II II O I I II II II � 1� REV. -CITY OF EDMnNnS-05-27-2nqq OFFICE W P E L L E T I E R +O S C H A A R Q Vision Basest Architecture W ELECTRICAL PAJEL (D a69n 98th Dr. NW, Suite B •Stanwood, WA 98a9z www.pelletierschaar.com 36o-629-5375 LJJ FIRE SPRINKLER STAND PIPE LL NO.: XXXXXX DRN: XXX CHK: XXX RESUB w © 2021 PELLETIER + SCHAAR, L.L.C. May 31 2022 CITY OF PROJECT DEVELOPMENT OD SERVICE DEPARTMENT ^/ NORTH 6946 REGISTERED O ARCHITECT EXISTING FLOOR PLAN w SCALE 1/4"= 1'-0" 0' 4' 8' P TIER STATE OF WASHINGTON Al m2 co 1 4/15/2022 < PERMIT - EXISTING LOWER FLOOR PLAN, EQUIPMENT KEY DOOR & WINDOW NOTES: 0 FARM SINK - PORCELAIN 0 HAND SINK - 14x10x5 - STAINLESS WITH SPLASH GUARD 0 DISHWASHER - 30" BERTAZZONI PROF305CTXV 5 BURNER COOKTOP 0 WHIRLPOOL WSZ57L18DM REFRIGERATOR BERTAZZONI MAST30SOEX MICROWAVE 0 BERTAZZONI PROF30FDEXV RLRCTRIC CONVECTION OVEN MOP SINK - FLOOR MOUNTED 0 3-COMPARTMENT SINK - STAINLESS 10. FRIGIDAIRE FGBC5334VS BEVERAGE CENTER 11. WINE REFRIGERATOR 12. HALIFAX HRHP348 TYPE 2 - HOOD 2x4 P.T. TOP CAP 1. USE CONCEALED CLOSURES ON ALL EXTERIOR DOORS 2. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 3. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED, WHEN AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL NOT HAVE A DOORKNOB OR SURFACE MOUNTED HARDWARE, THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 4. ALL MEANS OF EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT, KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A SIGN STATING (THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED). WHEN UNLOCKED, DOOR(S) MUST SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. Al 5. ALL DOOR THRESHOLDS SHALL BE z" INCH MAX IN HEIGHT OR MAX. 4" WITH BEVELED EDGE MAX. SLOPE 1:2 FOR THE HEIGHT EXCEEDING 4" INCH.- FIELD VERIFY -3 EXISTING BACK EXIT RAMP A1.3 SCALE 1/2"= V-0" PROPOSED FLOOR PLAN SCALE 1/4"= V-0" DOOR SCHEDULE EXISTING TO REMAIN %IrE�%2.730133/11W/I//%���/�/�/����/� TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN TOTALEXISTING - D••GLAZING 0' 4' 8' (I DOOR HARDWARE SEE NOTES MW RAISED CHARACTER SIGNS TO MOUNTED AT LATCH SIDE OF DOOR AND 48" MIN ABOVE FLOOR FO BOTTOM OF BRAILLE CHARACTERS, 60" MAX ABOVE =LOOR TO TOP OF RAISED CHARACTERS. =XIT SIGN PER ICC/ANSI A117.1 CHAPTER 7, SECTION 703 %ND IBC 1013.4 SMOOTH SURFACE KICK PLATE EXTEND 10" HIGH FULL WIDTH OS BASE OF DOOR. INTERIOR ELEVATIONS: TYP. BATHROOM SCALE 1/2"= V-0" fASHABLE SURFACE MIN. 48" OF FINISH FLOOR WALLS - FIELD VERIFY EXISTING GRAB ARS - FIELD VERIFY REVIEW ALL LOCATIONS, LAYOUTS AND )IMENSIONS IN THE FIELD ALL NEW BARS TO BE INSTALLED TO SOLID BLOCKING FIELD VERIFY -2�TYP. BATHROOM Al .3 )SCALE 1/2"= V-0" PLAN KEYNOTES 1O EXISTING ILLUMINATED EXIT SIGN - TO REMAIN O2 EXISTING WALL MOUNTED FIRE EXTINGUISHER NOTE: WITHIN 30'-0" DISTANCE TRAVEL FROM COMMERCIAL COOKING EQUIPMENT - FIELD VERIFY 0 FRP PANELS - INSTALL WHERE SHOWN MIN. 16" ABOVE SINKS EXISTING WOOD BEAMS, AND CEILING - SEAL O5 COVED BASE - 6" RUBBER OR WOOD WITH CLEANABLE FINISH n NOTE: ALL DIMENSIONS SHOWN +/- TO ALIGN WITH EXISTING CONSTRUCTION AND TO BE VERIFIED IN THE FIELD KEY: —0 ACCESSIBLE ROUTE OF TRAVEL V11111111111111 HIGHLIGHT DENOTES PROPOSED NEW ACCESSIBILITY MEASURES IN ACCORDANCE Al WITH IEBC 305.7 1010.1.9.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the following exists: 1. Places of detention or restraint. 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key -operated locking devices from the egress side, provided: 2.1. The locking device is readily distinguishable as locked; 2.2. A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background; and 2.3. The use of the key -operated locking device is revocable by the building official for due cause. 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. 1A REV. -CITY OF EDMnNnS-05-27-2n9' P E L L E T I E R +O S C H A A R Vision 13ased Arctjitecture 26911 98th Dr. NW, Suite B - Stanwood, WA 98292 www.pe11etierschaar.com 36o-629-5375 NO.:XXXXXX DRN:XXX CHK:XXX © 2021 PELLETIER + SCHAAR, L.L.C. 6946 REGISTERED \1 ARCHITECT P TIER STATE OF WASHINGTON RESUB May 31 2022 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT Al m3 4/15/2022 m LU z LU 2 LU O oC CL z Q LU i J O O U z a_ 0 O O LU Q LEI DC LU J LU O LL LU J a H PERMIT - PROPOSED FLOOR PLAN APPROVED EXISTING LIGHTING PLAN & REFLECTED CEILING PLAN SCALE 1/4"= 1'-0" 0' 4' 8' WATTAGE CALCULATIONS: INTERIOR ALLOWANCES: BUILDING AREA TYPE: DINING - BAR LOUNGE/LEASURE LPD (W/ft2): 0.79 1,895 SF x 0.79 = 1,497W PROPOSED LIGHTING: EXISTING TRACK LIGHTING WATTAGE = 19 W EACH 58 BULBS X 19 W = 1,102 W NEW LED DRUM LIGHTING = 32W EACH 9 BULBS X 32W = 288W REPLACEMENT LED TUBE BULBS = 30W EACH 6 TUBES X 15W = 90W TOTAL WATTS 1,480W OK ALLOWED WATTAGE 1,497W A� Wattage Limiters may be required on the track lighting. Please verify with Inspector. PROJECT NORTH PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved by Fire 06/16/2022 AFM /CF[tterer Separate permits for: Fire Alarm alterations, Fire Sprinkler alterations and installation of a type 1 hood REV. -CITY OF EDMONDS-06-15-2022 Ai REV. -CITY OF EDMONDS-05-27-2022 P E L L E T I E R() S C H A A R Vision Based Architecture 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.com 36o-629-5375 BLD2022-0482 NO.: XXXXXX DRN: XXX CHK: XXX © 2021 PELLETIER + SCHAAR, L.L.C. 6946 REGISTERED ARCHITECT LETIER STATE OF WASHINGTON RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3 4/ 15/2022 m LU cn H z LU LU 0 oc z Q z LU J 0 0 U z Q oc 0 0 0 0 LU Q LU DC LU w 1..1� 0 LL LU J m Q PERMIT - REFLECTED CEILING PLAN -3 WEST A2.1 SCALE 1/4"= 1'-0" ELEVATION I=AStMtN I I U PARKING - 6EE SITE PLAN LUUA I MIN Ur INtVV JIUIN REPLACE EXISTING SIGI BY SEPARATE PERMIT 5 A2.1 EAST ELEVATION SCALE 1/4"= 1'-0" �4 SOUTH ELEVATION 10 A2.1 SCALE 1/4"= 1'-0" A2. 1STING ROOF .CKING - SEALED AS IOWN ON PLANS W 2X4 @ 16" O.C. W %" GWB EACH SIDE W 2X4 P.T. PLATE ATTACH TH CONCRETE SCREWS ISTING CONCRETE AB TYP. WALL TYPE SCALE 1 "= 1'-0" P E L L E T I E R +O S C H A A R Vision Basest Architecture 226911 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com • 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2021 PELLETIER + SCHAAR, L.L.C. 6946 REGISTERED \1 ARCHITECT P TIER STATE OF WASHINGTON RESUB May 31 2022 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT A2.1 4/15/2022 m LU I z LU LU O oc CL z a z LU I J O O U z a re 0 O O re LU a LU DC LU > J LU O LL LU a H PERMITS= ELEVATIONS& DETAILS