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APPROVED PLN BLD2020-0975+Architectural_Plan+1.29.2021_9.59.07_AM+2020228VICINITY MA SCALE 1" = 100'-0" P 0' 100, 200' PROJECT NORTH SITE DATA: PROJECT ADDRESS: 202 MAIN STREET EDMONDS, WA 98020 JURISDICTION: CITY OF EDMONDS SNOHOMISH COUNTY STATE OF WASHINGTON TAX ASSESSORS #: 00454800101300 SITE AREA: 14,411 S.F. (0.33 ACRES) LAND USE ZONE: BD 2 - DOWNTOWN MIXED COMMERCIAL LEGAL DESCRIPTION: PARCEL A, LOTS 13,14,15, AND 16, BLOCK 1 GEPHART'S 1ST ADDITION TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUMN 5 OF PLATS, PAGE 43, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PROPOSED SCOPE OF WORK: CONSTRUCTION FOR TENANT IMPROVEMENTS FOR A NEW CAFE BUILDING DATA: OCCUPANCY ART STUDIO & GALLERY B CAFE A-2 CONSTRUCTION TYPE: VB STORIES: 1 BUILDING HEIGHT: 27 FT MAX. BUILDING HEIGHT: 30 FT MINIMUM HEIGHT GROUND FLOOR 12 FT AREA PER STORY: PROPOSED TENANT AREA: FIRST FLOOR 2,859 S.F. TOTAL TENANT IMPROVEMENT 2,859 S.F. ALLOWABLE AREA PARKING REQUIREMENTS: OFF-STREET PARKING - NONE REQUIRED PROVIDED - 3 SPACES (1 ADA VAN) DESIGN STANDARD 22.43 PROJECT TEAM: PER IBC CHAPTER 3 PER IBC 602.5 PER IBC TABLE 504.4 PER IBC TABLE 504.3 PER IBC TABLE 506.2 OWNER: MARY OLSEN ADDRESS: 221 2ND AVE N. EDMONDS, WA 98020 PHONE: CONTACT PERSON: ARCHITECT OF RECORD: PELLETIER + SCHAAR ADDRESS: 26911 98TH DRIVE NW. SUITE B, STANWOOD,WA 98292 PHONE: 360-629-5375 CONTACT PERSON: DAVID PELLETIER, AIA, LEED-AP EMAIL: DPELLETIER@PELLETIERSCHAAR.COM FOOD SERVICE EQUIP: SMITH & GREEN ADDRESS: 19015 66TH AVE. S., KENT, WA. 98032 PHONE: 425 656 8000 CONTACT PERSON: EMAIL: MECHANICAL ENGINEER: CAPTIVE AIRE ADDRESS: 1309 PACIFIC AVE, EVERETT, WA. 98201 PHONE: 425-212-5996 CONTACT PERSON: EMAIL: Approved by Fire 02/24/2021 AFM /<_/F�tterer Occupant load calculated below 99, building will confirm. Exit plan accepted for occupancy load of less than 99. Separate permits for sprinkler system, fire alarm and hood suppression system. Exit and emergency lighting on final. NEEDS IN PREMISE ISOLATION - J K 2/26/2021 G' rMI ARTS STUDIOS "T IMPROVEMENTS 202 MAIN STREET EDMONDS, WA DRAWING INDEX ARCHITECTURAL: G0.01 - COVER SHEET AND PROJECT INFORMATION A0.01 - GENERAL NOTES A0.02 - ABBREVIATIONS AND LEGENDS A0.03 - BUILDING CODE ANALYSIS A0.04 - LIFE SAFETY PLAN A0.10 - ACCESSIBILITY DETAILS A0.11 -ACCESSIBILITY DETAILS A2.00 - EXISTING FLOOR PLAN A2.10- OVERALL FLOOR PLAN -DEMOLITION PLAN A2.11 - ENLARGED FLOOR PLAN A2.12 - ENLARGED FLOOR PLAN A5.10 - REFLECTED CEILING PLAN KITCHEN EQUIPMENT DRAWINGS QF100 - EQUIPMENT PLAN QF110 - EQUIPMENT UTILITY SCHEDULE QF111 - EQUIPMENT UTILITY SCHEDULE QF120 - GENERAL NOTES QF200 - FLOOR PENETRATIONS QF300 - PLUMBING SPOTTING QF301 - PLUMBING SCHEDULE QF310 - PLUMBING ELEVATIONS QF400 - ELECTRICAL SPOTTING QF401 - ELECTRICAL SCHEDULE QF410 - ELECTRICAL ELEVATIONS QF500 - ELEVATIONS QF600 - SPECIAL CONDITIONS QF700 - HOOD DETAILS KITCHEN HOOD DRAWINGS: 1- SCHEDULES & NOTES 2- HOOD PLANS & SECTIONS 3- HOOD SECTIONS 4- HOOD SCHEDULES & DETAILS 5 -HOOD NOTES 6- HOOD NOTES 7- HOOD NOTES 8- HOOD NOTES 9- HOOD NOTES 10-HOOD NOTES Separate permits for: Plumbing Mechanical Type I and II hoods Fire Suppression/Alarm ` ,A +F-Ilk r �a F Id 7 . VD SITE KEY PLAN SCALE 1/64" = 1'-0" 0' 64' 128' PROJECT NORTH APPLICABLE BUILDING CODES 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL BUILDING CODE EDMONDS GRAPHITE 2015 WASHINGTON STATE BUILDING CODE 2009 2093 ANS ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES Unif=2015 YNIFIE9 PLUMBING CODE WITH ADOPTED AMENDMENT OF WASHINGTON STATE PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE- COMMERCIAL 202 MAIN ST. 2015 -2-G99 INTERNATIONAL MECHANICAL CODE EDMONDS, WA 98020 ZU'15 IN 1 tKIVHI IUIVHL 1--1Kt UUUt City Of Edmonds Building Department Work TI FOR CAFE Address 202 MAIN ST ------------------------------------ -------------------------------------- Owner CHARCOAL CAFE Approved Date 2-22-2021 Building Official ,_ Erie C%a,v'te-+r Permit Number BLD2020-0975 APPROVED BY PLANNING Mar 08 2021 P E L L E T I E R +0 S C H A A R Vision Based Architecture 269u 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 RESUB ©2017PELLETIER +SCHAAR,LLC. Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6946 REGISTERED A ECT G001 0 VI R. LLETIER STATE OF WASHINGTON 2019-09-16 :OVER & PROJECT LOCATION co 00 0 Z 0 J m a 0 N O Q> 0 Z O w GENERAL REQUIREMENTS 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMIT. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 3. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SIGNS, REFRIGERATION EQUIPMENT, SEWER HOOK-UPS AND OFFSITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. THE BUILDING INSPECTION/ PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 4. SPECIAL INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. 5. THE BUILDERS COPY OF THE APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTORS AT THE JOBSITE. 6. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE. THERE THE CODE STATES "WHERE REQUIRED" SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED TO THE DIFFERENT AND APPROVED. 7. FINISH FLOOR REFERENCES DATUM EQUALS (0-4') REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATIONS. 8.. THE DRAWINGS ARE INTENDED TO ONLY PARTIALLY DESCRIBE THE SCOPE OF WORK FOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE, OR THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED AS PART OF THE WORK. 9. REFER TO THE LIST OF ABBREVIATIONS FOR COMMON ABBREVIATIONS USED IN THE DRAWINGS. IF AN ABBREVIATION IS NOT ON THE LIST, OR NOT COMMONLY USED, REFER TO THE ARCHITECT FOR CLARIFICATION. 10. IT IS THE INTENT OF THE DOCUMENTS THAT ALL WORK COMPLIES WITH THE LOCAL ADOPTED BUILDING CODE, MECHANICAL CODE, ELECTRICAL CODE, ENERGY CODE, FIRE CODE, LAND USE AND ZONING CODE, VENTILATION AND INDOOR AIR QUALITY CODE, AND ANY/ALL OTHER APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES IN EFFECT AT THE DATE OF PERMIT SUBMITTAL. NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED TO GRANT APPROVAL FOR ANY CODE VIOLATION. ANY ERRORS,OMISSIONS, OR NON-COMPLIANCE WITH GOVERNING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 11. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK, AS WELL AS OWNER PROVIDED INFORMATION, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT. ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 12. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED AT ONCE. 13. DIMENSIONS ARE SHOWN TO THE FACE OF CONCRETE, FACE OF STUD AT EXTERIOR WALLS, FACE OF STUD WALL AT INTERIOR WALLS, AND EDGE OF ROUGH OPENINGS, UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS. REFER TO THE ARCHITECT IF CLARIFICATION IS NEEDED. 14. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 15. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN CASE OF DISCREPANCY, REFER TO THE ARCHITECT FOR CLARIFICATION. 16. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS REQUIRED FOR ALL EQUIPMENT, APPLIANCES, FIXTURES, CABINETS, DUCTWORK, AND OPENINGS BEFORE FRAMING BEGINS. THE CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS OF ALL TRADES TO VERIFY THE SIZES AND LOCATIONS OF OPENINGS THROUGH THE FLOORS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, AND EQUIPMENT. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF WOOD BACKING, BLOCKING, FURRING AND STRIPPING AS REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF WORK OF ALL TRADES. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS, INCLUDING, BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. WORK SHOWN ON THE DRAWINGS IS INTENDED TO ILLUSTRATE THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF WORK. ALL WORK NOT SPECIFICALLY DRAWN, BUT REQUIRED FOR A COMPLETE, LEGAL, AND FUNCTIONING SYSTEM, SHALL BE PROVIDED AS PART OF THE WORK. 18. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WITH THE EXCEPTION OF THE MASTER USE PERMIT AND THE BUILDING PERMIT. 19. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR SHALL SCHEDULE PRE -CONSTRUCTION MEETINGS WITH SNOHOMISH COUNTY. 20. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR AND/OR ARCHITECT SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE PROJECT TEAM MEMBERS FOR THE PURPOSE OF ANSWERING INITIAL QUESTIONS, CLARIFYING AREAS OF CONCERN, AND FORMALIZING A CONSTRUCTION ADMINISTRATION PROCESS. THE MEETING(S) SHALL INCLUDE THE ARCHITECT, GENERAL CONTRACTOR, OWNER, LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND WATER INTRUSION CONSULTANT. 21. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 22. ALL WOOD FORMS USED FOR CONCRETE IN THE GROUND OF BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED. 23. CONCEALED SPACES 2015 SEC 717 PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZ. AREAS NOT EXCEEDING 3,000 S.F. OR NOT REQUIRED IF BUILDING IS SPRINKLED 2015 IBC 717.2 DRAFT STOP CONSTRUCTION. THESE ARES SHALL BE DIVIDED BY PARTITIONS EXTENDING FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE 1/21, GYP. BD. OR 3/8" PLWD. OR OTHER APPROVED MATERIAL OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSING WITH AUTO LATCHES, PER 2015 IBC 717.4.1. 24. THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. 15. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS TO BE 12" HIGH MINIMUM, SYMBOLS SHALL BE OF HIGH DENSITY STYROFOAM WITH METALLIC OR LAMINATED FACE. LEASE UNITS TO BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR. LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSE OF ASSIGNED ADDRESSES, DETERMINING EXIT SIGNS AS INDICATED ON THE REFLECTED CEILING PLAN AND SPECIFICATIONS. LEASE SPACES REQUIRE SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. 26. MULTI-FAM PRIOR TO ISSUANCE A CERTIFICATE OF OCCUPANCY, THE OWNER - OCCUPANT OF THE BUILDING SHALL ASSIGN A RESPONSIBLE PERSON AS THE BUILDING'S FIRE SAFETY DIRECTOR TO WORK WITH THE FIRE MARSHALL IN ESTABLISHING AN OPERATION PLAN FOR THE BUILDING. 27. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTING TO BE DESIGNED BUILD. CONTRACTOR RESPONSE FOR ALL PERMITS AND APPROVALS. ELECTRICAL RESISTANCE HEAT OR ROMEX WIRING IS NOT ALLOWED. MULTI-FAM: ELECTRICAL OUTLETS TO BE MIN. 24" MIN. OFFSET FROM UNIT TO UNIT. MECHANICAL TOILET ROOMS SHALL HAVE SEPARATE AND INDIVIDUAL EXHAUST SYSTEMS IN SEPARATE SHAFT2015 INTERNATIONAL MECHANICAL CODE. THE MECHANICAL OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUT SIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST S FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. THE MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COMMON SYSTEM IF SYSTEM HAS NEGATIVE AIR PRESSURE IN ALL DUCTS. FIRE/SMOKE DAMPERS SHALL BE INSTALLED IN DUCTS PENETRATING PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS. PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2015 IBC SEC 713. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGNED AND APPROVED UNDER DEFERRED SUBMITTAL. MULIT-FAM: LAUNDRY AND BATHROOM EXHAUST DUCTS SHALL BE ENCLOSED WITH 28 GAUGE GALVANIZED SHEET METAL AND SHALL EXTEND TO THE EXTEND TO THE EXTERIOR OF BUILDING, 3' FROM ANY OPENINGS. BATHROOM CONTAINING A BATHTUB, SHOWER OR COMBINATION THEREOF: LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR. KITCHEN STOVE VENTING SHALL BE WITH 26 GAUGE GALVANIZED SHEET METAL DUCTS ENCASED IN ONE -HOUR CONSTRUCTION AND EXTENDING TO THE EXTERIOR OF THE BUILDING, 3' FROM ANY OPENING. RESIDENTIAL VENTILATION SHALL CONFORM TO 2015 INTERNATIONAL MECHANICAL CODE AND WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. NOTE: THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTOR AND ALL THE SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED; AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC OR OTHER APPROVED REPORT/LISTING NUMBERS.) THIS INFORMATION MUST BE SUBMITTED TO, AND APPROVED BY, THE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION. SITE NOTES 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING SITE CONDITIONS, DISTANCES, AND TOPOGRAPHIC CONTOURS. SITE CONDITIONS SHOWN ARE FROM OWNER -PROVIDED INFORMATION, SURVEYS BY OTHERS, AND PUBLIC RECORDS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR EXISTING SITE INFORMATION. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BEFORE BEGINNING CONSTRUCTION BY RETAINING A UTILITY LOCATION SERVICE AND MARKING ALL UNDERGROUND UTILITY LOCATIONS. ANY UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. UTILITIES MAY BE PRESENT BUT NOT SHOWN ON THE DRAWINGS. CARE SHOULD BE TAKEN TO AVOID DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE CONNECTION LOCATIONS AND ELEVATIONS WITH THE UTILITY COMPANIES. RELOCATION OF UTILITIES, IF NECESSARY, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL EXECUTE AND COMPLETE ALL WORK ON ADJACENT PROPERTIES AND PUBLIC RIGHTS -OF -WAY THAT IS REQUIRED BY CONSTRUCTION EASEMENT AGREEMENTS WITH NEIGHBORING PROPERTY OWNERS, PRIVATE CONTRACT DOCUMENTS WITH THE SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE PERMITS, OR ANY OTHER AGREEMENT OR CONTRACT. ALL IMPROVEMENTS AND REPAIRS TO SIDEWALKS, ALLEYS, STREETS AND NEIGHBORING PROPERTIES SHALL BE COORDINATED TO MINIMIZE THE IMPACT ON THE PUBLIC AND TO MAINTAIN ACCESS TO NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND SECURE NECESSARY PERMITS WHEN CONSTRUCTION REQUIRES STREET OR SIDEWALK CLOSURES. 4. IF ANY HAZARDOUS MATERIAL, INCLUDING BUT NOT LIMITED TO ASBESTOS OR POLYCHLORINATED BIPHENYL (PCB), IS ENCOUNTERED ON THE SITE BY THE CONTRACTOR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. 5. PRIOR TO BEGINNING ANY DEMOLITION WORK, THE OWNER OR CONTRACTOR SHALL SUBMIT A "NOTICE OF INTENT" TO THE PUGET SOUND CLEAN AIR AGENCY(PSCAA) AND FULFILL THEIR REQUIREMENTS. 6. NEW WATER MAINS, FIRE HYDRANTS, AND TEMPORARY FIRE DEPARTMENT ACCESS SHALL BE INSTALLED, INSPECTED, AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO THE COMMENCEMENT OF COMBUSTIBLE CONSTRUCTION. 7. ROOF DRAINS AND GUTTERS SHALL BE CONNECTED TO THE SITE DRAINAGE SYSTEM, FOOTING DRAINS TO BE CONNECTED TO SITE DRAINAGE SYSTEM. 8. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION LINES AND SLEEVES AT ALL PAVEMENT AREAS. INTERIOR ENVIRONMENT 1. OCCUPIABLE SPACES, HABITABLE SPACES, AND CORRIDORS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN T-6". BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN T-0". 2. PROVIDE AN ATTIC ACCESS OPENING AT ALL ATTIC SPACES AT LEAST 301, HIGH. THE ACCESS OPENING SHALL BE A MINIMUM OF 20" X 30" WITH AT LEAST 30" OF HEADROOM AT OR ABOVE THE OPENING. 3. PROVIDE AN 18" X 24" MINIMUM ACCESS OPENING AT ALL CRAWL SPACES 4. PUBLIC RESTROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE EXTENDING UPWARD ONTO THE WALLS AT LEAST 6 INCHES PER SBC 1210.1. WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF AT LEAST 4 FEET ABOVE THE FLOOR PER SBC 1210.2. 5. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. SOUND TRANSMISSION NOTES 1. AIR -BORNE SOUND: WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50(45 IF FIELD TESTED). PENETRATIONS OR OPENINGS IN ONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC. UNIT ENTRY DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL. UNIT ENTRY DOOR ASSEMBLIES SHALL HAVE A STC OF NOT LESS THAN 28. IBC 1207.2. 2. STRUCTURE -BORNE SOUND: FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICEA REAS SHALL HAVE AN IMPACT INSULATION CLASS (ICC) RATING OF NOT LESS THAN 50 (45 IF FIELD TESTED) 3. JOINTS IN THE PERIMETER OF WALLS OR FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL BE ACOUSTICALLY SEALED WITH A PERMANENT RESILIENT MATERIAL APPROVED FOR SUCH PURPOSE. CONDUITS, DUCTS, PIPES AND VENTS WITHIN SUCH WALL OR FLOOR/CEILING ASSEMBLIES CAUSING VIBRATION SHALL BE REASONABLY ISOLATED FROM THE BUILDING CONSTRUCTION AT POINTS OF SUPPORT. ALL OPENINGS THROUGH WHICH SUCH ITEMS PASS SHALL HAVE THE EXCESS OPENING FULLY SEALED. IBC 1207.3. 4. ELECTRICAL OUTLET BOXES AND OTHER PENETRATIONS SHALL NOT BE PLACED BACK TO -BACK AND SHALL BE OFFSET BY NOT LESS THAN 12 INCHES FROM OUTLETS IN THE OPPOSITE WALL SURFACE. THE BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8', RESILIENT SEALANT AND BACKED BY AT LEAST 2" THICK MATERIAL FIBER INSULATION. IBC 1207.3. 5. SPACES OR SHAFTS CONTAINING AIR CONDITIONING, REFRIGERATION OR VENTILATING EQUIPMENT, ELEVATOR MACHINERY, OR OTHER MECHANICAL EQUIPMENT SHALL BE SEPARATED BOTH VERTICALLY AND HORIZONTALLY FROM ADJOINING DWELLING UNITS BY CONSTRUCTION DESIGNED TO PROVIDE A MINIMUM STC RATING OF 50. IBC 1207.6. 6. DESIGN AND MATERIALS FOR SOUND TRANSMISSION CONTROL SHALL NOT IMPAIR THE FIRE --RESISTANT INTEGRITY OF SEPARATING WALLS OR LOOR/CEILING ASSEMBLIES. EGRESS NOTES 1. THE WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES. 2. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. 3. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. 4. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. 5. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS SHALL BE OF A UNIFORM HEIGHT, BETWEEN 34" AND 38" ABOVE THE STAIR -TREAD NOSING PER SBC 1014.2. HANDRAILS SHALL BE CONTINUOUS. 6. HANDRAILS ARE TO BE GRASPABLE, WITH A DIAMETER BETWEEN 1 1/4 INCHES AND 2 INCHES OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION BETWEEN 4 INCHES AND 6 1/4 INCHES WITH A MAX. CROSS-SECTION DIMENSION OF 2 1/4 INCHES AND A MIN. EDGE RADIUS OF 0.01 INCH. 7. HANDRAILS SHALL BE CONTINUOUS BETWEEN FLIGHTS, OR THEY SHALL RETURN TO A WALL OR THE WALKING SURFACE. AT THE TOP OF A STAIRWAY, HANDRAILS MUST EXTEND HORIZONTALLY 12 INCHES BEYOND THE TOP RISER. AT THE BOTTOM OF THE STAIRWAY, HANDRAILS MUST CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. EXTENSIONS NOT REQUIRED ON STAIRWAYS THAT ARE NOT PART OF A REQUIRED MEANS OF EGRESS. 8. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES THAT ARE MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW AND AS SHOWN IN THE DRAWINGS. 9. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED AND CONSTRUCTED TO THE STRUCTURAL LOADING CONDITIONS SET FORTH IN 10. GUARDS SHALL FORM A PROTECTIVE BARRIER NO LESS THAN 42" HIGH. 11. OPEN GUARDS SHALL BE DESIGNED AND CONSTRUCTED SO THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM 34" TO 42", AN 8" DIAMETER SPHERE SHALL NOT PASS. 12. INTERIOR VERTICAL EXIT ENCLOSURES CONNECTING MORE THAN 3 STORIES SHALL HAVE STAIRWAY SIGNAGE AT EACH FLOOR LANDING. THE SIGN SHALL BE LOCATED 5 FEET ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE DOORS ARE IN BOTH OPEN AND CLOSED POSITIONS. 13. STAIRWAY SIGNS SHALL DESIGNATE THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, THE IDENTIFICATION OF THE STAIR, THE STORY AND DIRECTION TO THE EXIT DISCHARGE, WHETHER THERE IS ROOF ACCESS FOR FIRE DEPARTMENT, AND WHETHER THE ROOF IS ACCESSED BY ROOF HATCH. 14. EXIT SIGNS ARE REQUIRED AT EACH EXIT, EXIT ACCESS DOOR, AND ALONG THE ACCESS TO THE EXIT. NO POINT IN AN EXIT ACCESS CORRIDOR SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE EXIT SIGN. EXIT SIGNS SHALL BE VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL, AND SHALL BE ILLUMINATED AT ALL TIMES. 15. TACTILE EXIT SIGNS SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY AND THE EXIT DISCHARGE COMPLYING TO ICC A117.1. 16. PLACARDS READING "NOT AN EXIT" OR INDICATING THE USE OF THE SPACE BEYOND ARE REQUIRED AT ALL DOORWAYS, PASSAGEWAYS AND STAIRWAYS WHICH MAY BE MISTAKEN FOR EXITS. REFER TO PLANS FOR EXIT SIGN LOCATIONS. 17. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES AND AT EVERY POINT IN THE MEANS OF EGRESS. REFER TO LIGHTING NOTES FOR SPECIFIC REQUIREMENTS. NOTES: EGRESS LIGHTING WITH BACKUP POWER IS PROVIDED IN THE CORRIDORS AND AT THE EXTERIOR LANDINGS OF EGRESS DOORS. THE LIGHTING WILL BE FIELD TESTED FOR CONFORMANCE WITH THE PERFORMANCE REQUIREMENTS OF 1008.3.5 (ILLUMINATION LEVEL AND UNIFORMITY RATIO). 18. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS AND MECHANICAL SYSTEMS SERVING THE EXIT ENCLOSURE. PENETRATIONS MUST BE PROTECTED. 19. EQUIPMENT IS PROHIBITED IN EXIT ENCLOSURES EXCEPT FOR EQUIPMENT NECESSARY FOR INDEPENDENT PRESSURIZATION, LIGHTING OF THE EXIT ENCLOSURE, SPRINKLER PIPING, STANDPIPES, ELECTRICAL EQUIPMENT FOR FIRE DEPARTMENT COMMUNICATION AND SPRINKLER MONITORING, AND UNIT HEATERS REQUIRED TO PROTECT FIRE PROTECTION EQUIPMENT FROM FREEZING. FIRE RESISTIVE RATED CONSTRUCTION NOTES 1. THROUGH PENETRATIONS IN FIRE -RESISTANCE -RATED WALLS SHALL BE PROTECTED THEY SHALL BE INSTALLED AS TESTED IN AN APPROVED FIRERESISTANCE-RATED ASSEMBLY OR PROTECTED WITH AN APPROVED PENETRATION FIRESTOP SYSTEM. 2. LISTED ELECTRICAL BOXES MAY BE INSTALLED IN FIRE -RESISTANCE -RATED WALLS PROVIDED THEY HAVE BEEN TESTED AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. OUTLETS ON OPPOSITES SIDE OF THE WALL SHALL BE SEPARATED BY 24" HORIZONTALLY, SOLID FIREBLOCKING, LISTED PUTTY PADS, OR OTHER LISTED MATERIALS AND METHODS. 3. PENETRATIONS OF A FLOOR, FLOOR/CEILING ASSEMBLY OR THE CEILING MEMBRANE OF A ROOF/CEILING MEMBRANE SHALL BE ENCLOSED BY SHAFTS IN ACCORDANCE WITH IBC SECTION 707. 4. CAN LIGHTS IN FIRE -RESISTANCE -RATED HORIZONTAL ASSEMBLIES SHALL BE BOXED ON FOUR SIDES AND TOP WITH 5/8" GYPSUM WALLBOARD. HVAC FANS OR DIFFUSERS SHALL BE BOXED ON FOUR SIDES AND TOP WITH 5/8" GYPSUM WALLBOARD. DUCTS SHALL BE WRAPPED W/1 1/2" HIGH -DENSITY MINERAL FIBER OR 3 1/2" FIBERGLASS, SECURED IN PLACE FOR AT LEAST 10' FROM OPENING. 5. JOINTS INSTALLED IN OR BETWEEN FIRE -RESISTANCE -RATED WALLS, FLOORS OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES HALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM HAVING THE SAME FIRE RATING AS THE ASSEMBLY IN OR BETWEEN WHICH IT IS INSTALLED. 6. OPENINGS IN FIRE -RESISTANCE -RATED WALLS SHALL BE PROTECTED, AND SHALL COMPLY WITH THE TESTING, INSTALLATION, AND LABELING REQUIREMENTS OF IBC 716 AND NFPA 80. 7. PENETRATIONS BY AIR DUCTS AND AIR TRANSFER OPENINGS IN FIRE RESISTANCERATED ASSEMBLIES SHALL COMPLY WITH IBC SECTION 717 8. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS AS SPECIFIED IN IBC SECTION 718. ACCEPTABLE FIREBLOCKING MATERIALS ARE DESCRIBED IN IBC 718.2.1. FIREBLOCKING SHALL BE INSTALLED IN STUD WALLS, INCLUDING FURRED WALLS, VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT 10, INTERVALS. FIREBLOCKING SHALL ALSO BE INSTALLED AT CONNECTIONS BETWEEN VERTICAL STUD WALL SPACES AND THE HORIZONTAL SPACES CREATED BY A SERIES OF JOISTS; AT CONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AT SOFFITS, DROPPED CEILINGS, ETC; AT CEILING AND FLOOR OPENINGS AROUND PIPES, DUCTS, ETC; BETWEEN EXTERIOR WALL FINISHES AND ARCHITECTURAL TRIM. 9. DRAFTSTOPPING IS NOT REQUIRED, AS THE BUILDING IS SPRINKLERED PER IBC 903.3.1.1 AND IBC 718.4.2 EXCEPTION 2. 10. REFER TO EGRESS NOTES, INTERIOR ENVIRONMENT NOTES, DOOR NOTES, WALL TYPES, AND DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO FIRE -RESISTANCE RATED CONSTRUCTION 11. ALL DECORATING MATERIALS ARE REQUIRED TO MAINTAIN IN A FLAME-RETARDENT CONDITION. POST "NO SMOKING" SIGNS IN ACCORDANCE W/ WASHINGTON STATE SMOKING IN PUBLIC PALCES ACT 70.160.050. 12. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2015 IBC 803 AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON THE PLANS, SECTION AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARM FACE OF INSULATION. FIRE PROTECTION NOTES 1. AN AUTOMATIC SPRINKLER SYSTEM MEETING THE REQUIREMENTS OF IBC SECTION 903.3.1.1 FOR NFPA 13 SPRINKLER SYSTEMS SHALL BE INSTALLED THROUGHOUT. 2. THE SPRINKLER SYSTEM SHALL BE MONITORED BY A CENTRAL STATION SERVICE APPROVED BY THE CITY OF LYNNWOOD FIRE DEPARTMENT. 3. FIRE HOSE THREADS USED IN CONJUNCTION WITH AUTOMATIC SPRINKLER SYSTEMS AND STANDPIPE SYSTEMS SHALL BE COMPATIBLE WITH FIRE DEPARTMENT HOSE THREADS. 4. STANDPIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH IBC SECTION 905, NFPA 14, AND RULES PROMULGATED BY THE BUILDING AND FIRE CODE OFFICIALS. 5. CLASS I STANDPIPES SHALL BE PROVIDED THROUGHOUT. HOSE CONNECTIONS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: AT EACH INTERMEDIATE LEVEL BETWEEN FLOORS IN EVERY STAIRWAY; AT EACH SIDE OF THE WALL ADJACENT TO A HORIZONTAL EXIT OPENING; IN EVERY EXIT PASSAGEWAY AT THE ENTRANCE INTO OTHER PARTS OF THE BUILDING; ON THE ROOF ADJACENT TO STAIR OPENINGS; OTHER REMOTE LOCATIONS AS SPECIFIED IN IBC 905.4. STANDPIPE LOCATIONS SHALL BE VERIFIED WITH THE BUILDING AND FIRE CODE OFFICIALS PRIOR TO INSTALLATION. 6. STANDPIPES SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 14. IBC 905.4.2. STANDPIPES SHALL HAVE ISOLATION VALVES AND SHALL HAVE A TWO-WAY FIRE DEPARTMENT CONNECTION VISIBLE AND ACCESSIBLE FROM THE STREET NEAR THE SPRINKLER SYSTEM FIRE DEPT. CONNECTION. 7. THE OWNER SHALL BE RESPONSIBLE FOR PRODUCING A FIRE EMERGENCY GUIDE. THIS GUIDE SHALL DESCRIBE THE LOCATION, FUNCTION AND USE OF FIRE PROTECTION EQUIPMENT AND APPLIANCES ACCESSIBLE TO RESIDENTS, INCLUDING FIRE ALARM SYSTEMS, SMOKE ALARMS, AND PORTABLE FIRE EXTINGUISHERS. THE GUIDE SHALL ALSO INCLUDE AN EMERGENCY EVACUATION PLAN FOR EACH DWELLING UNIT. THE EMERGENCY GUIDE SHALL BE REVIEWED AND APPROVED BY THE FIRE CODE OFFICIAL. A COPY OF THE EMERGENCY GUIDE SHALL BE GIVEN TO EACH TENANT PRIOR TO INITIAL OCCUPANCY. 8. FIRE EXTINGUISHERS WITH A MINIMUM 2-A RATING SHALL BE LOCATED WHERE SHOWN ON PLANS, AND SUCH THAT NO AREA IN THE BUILDING IS MORE THAN 75 FEET TRAVEL DISTANCE FROM A FIRE EXTINGUISHER. THE FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OF TRAVEL. THEY SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. IN RESIDENTIAL CORRIDORS, FIRE EXTINGUISHERS SHALL BE HOUSED IN UNLOCKED CABINETS. IN GARAGES, FIRE EXTINGUISHERS SHALL BE MOUNTED ON SECURE HANGERS OR BRACKETS. SEE FLOOR PLANS FOR LOCATIONS. 9. A SINGLE, MANUAL AND AUTOMATIC FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF IFC SECTION 907AND NFPA 72. 10. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS, IN EACH ROOM USED FOR SLEEPING PURPOSES, AND IN EACH STORY WITHIN A DWELLING UNIT. SMOKE ALARMS WITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. IFC 907.2.11. 11. SMOKE ALARMS SHALL BE POWERED BY THE BUILDING'S WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. PER IFC 907.2.11.4 AND NFPA 72. AN AUTOMATIC SMOKE DETECTION SYSTEM (PER IFC 907.2.9.3) THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM (IFC 907.2.11) IN ACCORDANCE WITH SECTION IFC 907.5 SHALL BE INSTALLED IN GROUP R-2 BUILDINGS IN THE FOLLOWING LOCATIONS: 1. COMMON SPACES OUTSIDE OF DWELLING AND SLEEPING UNITS. 2. LAUNDRY ROOMS, MECHANICAL EQUIPMENT ROOMS, AND STORAGE RMS. 3. ALL INTERIOR CORRIDORS SERVING SLEEPING OR DWELLING UNITS. REQUIRED SMOKE ALARMS IN DWELLING UNITS AND SLEEPING UNITS SHALL BE INTERCONNECTED WITH THE FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. LISTED SINGLE- AND MULTIPLE -STATION SMOKE ALARMS COMPLYING WITH UL 217 SHALL BE INSTALLED IN ACCORDANCE WITH IFC SECTIONS 907.2.11.1 THROUGH 907.2.11.4 AND NFPA 72. 12. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET FROM THE ENTRANCE TO EACH EXIT AT EVERY FLOOR LEVEL. THE TRAVEL DISTANCE TO THE NEAREST BOX SHALL NOT EXCEED 200 FEET. THE HEIGHT TO THE ACTIVATING HANDLE OR LEVER OF THE BOX SHALL BE BETWEEN 42 AND 48 INCHES ABOVE THE FLOOR. IFC 907.4. 13. ANNUNCIATOR PANELS SHALL BE LOCATED INSIDE THE BUILDING AT THE MAIN ENTRANCE. ALARM PANELS AND ANNUNCIATORS SHALL NOT OBSTRUCT EXITING. NFPA72. FINAL LOCATION PER FIRE MARSHALL. 14. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLIC AND COMMON AREAS. ALL DWELLING UNITS SHALL BE PROVIDE WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION IN ACCORDANCE WITH ICC/ANSI 117.1. AUDIBLE ALARM NOTIFICATION SYSTEMS SHALL HAVE A DISTINCT SOUND AND SHALL BE LOUD ENOUGH TO PROVIDE A SOUND -PRESSURE LEVEL AT LEAST 15 DECIBELS (DBA) ABOVE THE MAX SOUND LEVEL. IFC 907.10 15. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN ALL GROUP R OCCUPANCIES PER WA STATE AMENDMENT. 16. AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO. 13 AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE CITY OF LYNNWOOD FIRE MARSHALL SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO THE START OF INSTALLATION. ALL WORK INCLUDING DESIGN AND INSTALLATION SHALL BE PERFORMED BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR. 17. THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: PELLETIER0 S C H A A R Vision Based Architecture 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT ::bAVID R. PELLETIER STATE OF WASHINGTON RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A0001 2020-12-31 V Z M� W L.L Q v! Z Uj G Uj O fy C� G Z Q Z Uj GENERAL NOTE ABBREVIATIONS DRAWING SYMBOL LEGEND AB - ANCHOR BOLT FTG - FOOTING PLYWD - PLYWOOD VAC - VENTILATION AND AIR CONDITIONING AC - AIR CONDITIONING FURN - FURNITURE PNL - PANEL VCT - VINYL COMPOSITION TILE ACC - ACCESSIBLE POL - POLISHED VERT - VERTICAL ACOUS - ACOUSTICAL GA -GAUGE/GAGE PR - PAIR VEST - VESTIBULE AD - AREA DRAIN GALV - GALVANIZED PREFAB - PREFABRICATED VIF - VERIFY IN FIELD ADJ -ADJUSTABLE GB - GRAB BAR PROJ -PROJECT VR - VAPOR RETARDER AFF -ABOVE FINISH FLOOR GC - GENERAL CONTRACT(OR) PSFPSF - POUNDS PER SQUARE FOOT VT - VINYL TILE ALT -ALTERNATE GFRG - GLASS FIBER REINFORCED GYPSUM PT - POINT / PRESSURE -TREATED VWC - VINYL WALL COVERING ALUM - ALUMINUM GL -GLASS PTD - PAPER TOWEL DISPENSER / PAINTED ANCH -ANCHOR GR -GRADE PTN - PARTITION W/ - WITH ANOD - ANODIZED GRD -GROUND PTR - PAPER TOWEL RECEPTACLE W - WIDE, WIDTH/WEST ACP - ACOUSTICAL CEILING PANEL GWB - GYPSUM WALLBOARD WC - WATER CLOSET APPD -APPROVED Q - QUARRY TILE WD -WOOD APPROX - APPROXIMATE H - HIGH / HEIGHT QTY - QUANTITY WDS - WOOD SCREW ARCH - ARCHITECTURAL HB - HOSE BIB WDW - WINDOW AUTO - AUTOMATIC HC - HOLLOW CORE (R) -RELOCATED W/0 - WITHOUT AV - AUDIO VISUAL HCP - HANDICAPPED R - RADIUS OR RISER (PIPING) WP - WATERPROOFING AVB - AIR VAPOR BARRIER HDW -HARDWARE RA - RETURN AIR WPM - WATERPROOF MEMBRANE HS - HEAT STRENGTHEND (GLASS) RAD - RADIUS WPT - WORK POINT BD -BOARD HM - HOLLOW METAL (STEEL FRAME) RB - RESILIENT BASE WR - WATER RESISTANT/REPELLANT BLDG - BUILDING HNDRL - HANDRAIL RCP - REFLECTED CEILING PLAN WRB - WEATHER RESISTANT BARRIER BM -BEAM HO - HOLD -OPEN RD - ROOF DRAIN WS - WEATHERSTRIPPING BOT -BOTTOM HORIZ - HORIZONTAL RECOM - RECOMMENDED WSCT - WAINSCOT BSMT -BASEMENT HT - HEIGHT RECPT -RECEPTACLE WT - WEIGHT BT -BOLT HVAC - HEATING, VENTILATION, AIR CONDITIONING REC -RECESSED WW - WALL TO WALL HW - HOT WATER REF -REFERENCE CAB - CABINET HYDR - HYDRAULIC REFL - REFLECTED / REFLECTIVE / REFLECT CAT - CATEGORY REFR - REFRIGERATOR CB - CATCH BASIN ID - INSIDE DIAMETER REG - REGISTER CBU - CEMENTITIOUS BACKER UNIT IN - INCH REINF - REINFORCED / REINFORCING CER - CERAMIC INCL - INCLUDED / INCLUDING REL -RELOCATE CG - CORNER GUARD INFO - INFORMATION REM - REMOVABLE CH - CHILLER INSUL - INSULATION REQ - REQUIRE / REQUIRED CHAN -CHANNEL INT - INTERIOR RESIL - RESILIENT Cl - CAST IRON INV - INVERT REV - REVISION / REVISED CIP - CAST -IN -PLACE IPS - INTERNATIONAL PIPE STANDARD RM -ROOM CJ - CONTROL JOINT / CONSTRUCTION JOINT RO - ROUGH OPENING CL - CENTER LINE JAN - JANITOR RTD -RATED CLG - CEILING JC - JANITOR'S CLOSET RTG - RATING CLR -CLEAR JST - JOIST RWL - RAIN WATER LEADER CNTR -COUNTER JT -JOINT ELECTRICAL LEGEND CO - CLEANOUT S -SOUTH COL -COLUMN KIT - KITCHEN SA - SUPPLY AIR CONIC -CONCRETE KO -KNOCKOUT SAF - SELF -ADHERED FLASHING f> SINGLE RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX COND - CONDITION SAM - SELF -ADHERED MEMBRANE RECEPTACLE FOR OPTIONS CONN - CONNECTION LDG - LANDING SAN - SANITARY AIR DUPLEX RECEPTACLE CONT - CONTINUOUS LAM - LAMINATE / LAMINATION SC - SOLID CORE X" = HEIGHT ABOVE FINISHED FLOOR CONTR -CONTRACTOR LAV -LAVATORY SCHED -SCHEDULE l'' B = CLOCK HANGER COORD - COORDINATE LB -POUND SD - STORM DRAIN / SOAP DISPENSER C = FLUSH CEILING MOUNTED CORR - CORRIDOR LF - LINEAR FOOT SECT - SECTION D = DEDICATED CT - CERAMIC TILE LKR -LOCKER STS - SELF TAP METAL SCREW F = ARC FAULT PROTECTED BY BREAKER CTR -CENTER LN - LINE SF - SQUARE FEET/FOOT G = GROUND FAULT CIRCUIT INTERUPTER CTSK -COUNTERSUNK LT - LIGHT SH - SPRINKLER HEAD H = HOSPITAL GRADE CW - COLD WATER (PIPING) SHT -SHEET K = CHILD RESISTANT COVER MACH - MACHINE SHR -SHOWER L = ISOLATED GROUND D - DEEP, DEPTH MAINT - MAINTENANCE P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT LENGTH DBL - DOUBLE MATL - MATERIAL SIM - SIMILAR S = SPLIT WIRED DEG -DEGREE MAX - MAXIMUM SM - SHEET METAL OR SQUARE METER (METRIC DOCS) T = TAMPER RESISTANT SHUTTERED RECEPTACLE DEMO - DEMOLITION MB - MACHINE BOLT SND - SANITARY NAPKIN DISPENSER W = WEATHER PROOF CONTINUOUS COVER AND GFCI PROTECTED DEPT -DEPARTMENT MDF - MEDIUM DENSITY FIBERBOARD SP - STANDPIPE ? = DESIGNER DEFINED DET - DETAIL MEP - MECHANICAL, ELECTRICAL, PLUMBING SPEC - SPECIFICATION DUPLEX RECEPTACLE, 1/2 SWITCHED. SEE LETTER CODE LIST DF - DRINKING FOUNTAIN MDO - MEDIUM DENSITY OVERLAY PLYWOOD SPR - SPRINKLER AT DUPLEX RECEPTACLE FOR OPTIONS DIA - DIAMETER MECH - MECHANICAL SPKR -SPEAKER QUADRAPLEX RECEPTACLE. SEE LETTER CODE LIST AT DIFF - DIFFUSER MEMB -MEMBRANE SQ -SQUARE DUPLEX RECEPTACLE FOR OPTIONS DIM - DIMENSION MET - METAL SSE - STRUCTURE SLAB ELEVATION DISP -DISPENSER MEZZ -MEZZANINE SST -STAINLESS STEEL � SPECIAL PURPOSE RECEPTACLE. SEE LETTER CODE LIST AT DMPF - DAMPPROOFING MFR -MANUFACTURER SSK - SERVICE SINK DUPLEX RECEPTACLE FOR OPTIONS DN -DOWN MH -MANHOLE STA - STATION ❑� DUPLEX RECEPTICAL, FLUSH FLOOR DO -DOOR OPENING MIN -MINIMUM STD -STANDARD DR -DOOR MISC - MISCELLANEOUS STL -STEEL - ALARM BUTTON DRN - DRAIN MS - MACHINE SCREW STLJST - STEEL JOIST E::], CLOSED CIRCUIT CAMERA DW - DISHWASHER MTD - MOUNTED STOR -STORAGE DWG - DRAWING MTG - MOUNTING STRG - STRINGER GB GATHERING BOX DWR -DRAWER MTL - METAL STRL -STRUCTURAL MULL - MULLION STRUCT -STRUCTURAL GROMMET HOLE (VERIFY LOCATIONS WITH OWNER) (E) -EXISTING SUBCAT -SUBCATEGORY E -EAST N -NORTH SUSP -SUSPENDED ❑< ALARM ENUNCIATOR EA -EACH NA - NOT APPLICABLE SYMM - SYMMETRICAL EJ - EXPANSION JOINT NC - NOISE CRITERIA SYS -SYSTEM TA FIRE ALARM PULL STATION (EXIST TO REMAIN) EL - ELEVATION NIC - NOT IN CONTRACT ELEC - ELECTRICAL NO -NUMBER T&G - TONGUE AND GROOVE UD MOTION DETECTOR ELEV -ELEVATOR NOM - NOMINAL T - TREAD / THERMOSTAT EMERG -EMERGENCY NTS - NOT TO SCALE TB - TOWEL BAR DC� DOOR CONTACT EP - ELECTRICAL PANELBOARD TIC - TOP OF CURB EQ -EQUAL OA - OUTSIDE AIR TCONC - TOP OF CONCRETE TV Q TV/CABLE OUTLET EQUIP - EQUIPMENT OC - ON CENTER TEL - TELEPHONE OR TELECOM T SINGLE TELEPHONE OUTLET EXH -EXHAUST OFCI - OWNER FURNISHED, CONTRACTOR INSTALLED TEMP -TEMPERATURE COMB. COMM. OUTLET EXP - EXPANSION OFOI - OWNER FURNISHED, OWNER INSTALLED TER -TERRAllO C TV/DATA EXIST - EXISTING OFF - OFFICE TGB - TOGGLE BOLT EXT - EXTERIOR OH - OVER HEAD THK - THICKNESS J-BOX OPH - OPPOSITE HAND THRES -THRESHOLD FA - FIRE ALARM OPNG - OPENING THRU -THROUGH O COMM. CONTROLS FD - FLOOR DRAIN OPP - OPPOSITE TKBD - TACKBOARD PLUG MOLD UNDER COUNTER FDC - FIRE DEPARTMENT CONNECTION OPPHD - OPPOSITE HAND TMPD -TEMPERED FND - FOUNDATION ORD - OVERFLOW ROOF DRAIN TO - TOP OF (SEE OTHER WORD) 0 TRANSFORMER FE - FIRE EXTINGUISHER OUTS - OUTSIDE TOS - TOP OF SLAB, TOP OF STRUCT FEC - FIRE EXTINGUISHER CABINET OVHD -OVERHEAD TOSTL - TOP OF STEEL U THERMOSTAT FF&E - FURNITURE, FINISHES & EQUIPMENT TP - TOP OF PAVEMENT FFEL - FINISH FLOOR ELEVATION P - PAINT TPD - TOILET PAPER DISPENSER EXIT SIGN, CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN FIN - FINISH PAV - PAVING TRACT - TRACTION FIXT - FIXTURE PARTN - PARTITION TV - TELEVISION EXIT SIGN, WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN FL - FLOOR PBD - PARTICLEBOARD TW - TOP OF WALL FLASH - FLASHING PDF - POWER DRIVEN FASTENER TYP - TYPICAL RECESSED EXHAUST FAN, 60 CFM V.T.O.S. FO - FACE OF PERF -PERFORATED FP - FIRE PROTECTION PERIM - PERIMETER UNFIN - UNFINISHED FE FIRE EXTINGUISHER FPG - FIREPROOFING PERP - PERPENDICULAR UON - UNLESS OTHERWISE NOTED FIR -FRAME PL -PLATE UR - URINAL FT -FEET PLAM - PLAM FRT - FIRE RETARDANT TREATED PLBG - PLUMBING 0 �- - 1 4.0 GRIDLINE BUILDING SECTION 1 - 1 4.0 4.0 WALL SECTION MATCH LINE — — — — — — — — — 1 ELEVATION MARKER INTERIOR ELEVATION A5.0 2 1 DETAIL A1.0 1 DETAIL OA WINDOW MARKER OA PARTITION TYPE 48 DOOR NUMBER REVISION MARK CENTERLINE -- - NEW NEW & EXISTING CONTOURS EXISTING CUT LINE 1 EXTERIOR ELEVATION A3.0 LIGHTING FIXTURE LEGEND Al 2X4 RECESSED CLG. GRID LIGHT A2 2X2 RECESSED CLG. GRID LIGHT D1 RECESSED DOWNLIGHT E1 EXTERIOR WALL MOUNTED LIGHT E2 EXTERIOR WALL MOUNTED LIGHT UNDER COUNTER LIGHT J1 K1 -- WALL WASH LIGHT L1 LED STRIP LIGHT P1 PENDENT HID LIGHT S1 SURFACE MOUNTED LIGHT S2 O SURFACE MOUNTED DOME LIGHT T1 TRACK LIGHTING U1 2 LAMP UTILITY LIGHT X1 W1 4 W2 EXIT SIGN WALL MOUNTED LIGHT SCONCE WALL MOUNTED LIGHT RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST FAN RESTROOM FAN SMOKE DETECTOR SPRINKLER HEAD PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I E R 0+ S C H A A R Vision Based Architecture 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 © 2017 PELLETIER + SCHAAR, L.L.C. 6946REGISTERED ARCHITECT VI R.-P LETTER STATE OF WASHINGTON RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AOmOl ABBREVIATIONS & L EGE 2020-12-31 z_ J m Q i U) z w w 0 ry z Q z w WASHINGTON STATE ENERGY CODE REQUIREMENTS TABLEC402.1.3 PRESCRIPTIVE REQUIREMENTS - MARINE 4 FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BELOW -GRADE SLAB U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SHGC R-VALUE R-VALUE R-VALUE DEPTH 0.30 0.50 C402.4 49 21 9,5 ci 30 ci SAME AS ABOVE 10, 2FT INT GRADE PLUMBING FIXTURE CALCULATION CAFE TOTAL A-2 OCCUPANT: 62 31 MALE/ 31 FEMALE WATER CLOSET LAVATORIES MALE FEMALE MALE FEMALE 1 /75 1 /75 1 /200 1 /200 REQUIRED 0.41 0.41 0.16 0.16 TOTAL A-3 OCCUPANT: 7 4 MALE/ 4 FEMALE WATER CLOSET LAVATORIES MALE FEMALE MALE FEMALE 1 /125 1 /65 1 /200 1 /200 REQUIRED 0.03 0.06 0.02 0.02 TOTAL B OCCUPANT: 8 WATER CLOSET 1/25 1/50 AFTER LAVATORIES 1/40 1/80 AFTER REQUIRED 0.32 0.20 TOTAL TOTAL S OCCUPANT: 2 WATER CLOSET 1 /100 LAVATORIES 1 /100 REQUIRED 0.02 0.02 WATER CLOSET MALE FEMALE LAVATORIES MALE FEMALE REQUIRED 1 1 1 1 PROVIDED 1 2 1 2 WALL ASSEMBLIES RATINGS WALL TYPE WALL DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL 1 HOUR 5/8" TYPE 'X' G.W.B. UL U314 2X6 STUDS @ 16" O.C. GA WP3644 W16 3 112" FIBERGLASS BATT INSULATION 5/8" T�YPE�'X' GG..W.B. _ V V 5/8" G.W.B. M1 3 5/8" METAL STUDS @ 16" O.C. G.W.B. 5/8" M2 5/8" G.W.B. 5 1/2" METAL STUDS @ 16" O.C. WALL TYPE PER PLAN 9 V:aI»W_101851 10k20Eel 99 1. NEED TO DETERMINE THE NEED FOR A DAS SYSTEM 2. SEPARATE PERMITS FOR: UNDERGROUND FIRE LINE, FIRE SPRINKLERS, FIRE ALARM, HOOD SUPPRESSION SYSTEM AND DAS SYSTEM. (GAS SHUNT, HOOD ELECTRICAL AND HOOD SUPPRESSION SYSTEM NEED TO BE INTERCONNECTED WITH THE FIRE ALARM.) 3. 4" STORZ TYPE FITTING FOR THE FDC CONNECTION. NEEDS TO BE UL APPROVED AND HAVE A 30 DEGREE DOWNTURN. 4. ADDRESSING PER SOUTH COUNTY FIRE STANDARDS. 5. KNOX KEY BOX FOR ENTRY TO FIRE ALARM AND SPACES. DOOR SCHEDULE DOOR TYPE LOCATION DOOR FIRE RATING DOOR FRAME HARDWARE NOTE HEIGHT WIDTH MATERIAL FINISH MATERIAL FINISH E3 6'-8" 3'-0" TYPE E3 METAL DOOR DELIVERY ►�61119 1. FIRE DEPARTMENT ACCESS - PROVIDE KEY FOR KNOX BOX 2. FIRE DEPARTMENT ACCESS - PROVIDE A "BUILDING COMMON" MASTER KEY WHICH ALLOWS ENTRY TO ALL LOCKS REQUIRED TO HAVE FIRE DEPARTMENT ACCESS, UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 3. PROVIDE INTERIOR VINYL CUT SIGNAGE ABOVE DOOR "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" KEYING DIRECTION ALL LOCKS IN BUILDING: ALL UNIT DOORS: EXTERIOR DOORS & SERVICE ROOMS (ELECTRICAL, MECHANICAL, ELEVATOR EQUIP., ETC.) EACH TENANT SPACE: MASTER MASTER & INDIVIDUAL KEYS MASTER & SERVICE KEYS MASTER & INDIVIDUAL KEYS GENERAL DOOR NOTES A. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. B. DOORS WITH LESS THAN 9SF OF GLAZING SHALL BE TYPE 1 CLASSIFICATION, DOORS WITH GREATER THAN 9SF TO BE TYPE 11. AS GOVERNED BY IBC TABLE 2406.2(1). C. VISION PANELS SHALL NOT BE LIMITED IN 2HR AND 1 HR FIRE RATED DOORS IF BUILDING IS SPRINKLERED PER EXCEPTION "D" IBC TABLE 716.5 D. ALL DOORS WITH VISION PANELS MUST HAVE BOTTOM OF GLAZING MAX. 43" A.F.F [PER ICC/A117.1-2009 SECTION 404.2.101 E. ALL COMMON AREA DOORS AND UNIT ENTRY DOORS SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS FOR OPENING FORCE AND CLOSING SPEED (EXCEPTION: FIRE DOORS). F. ALL GLAZED AND OPAQUE EXTERIOR DOORS SHALL HAVE A MINIMUM U-FACTOR OF 0.370 AS REQUIRED. G. ACCESS CONTOLS FOR EXTERIOR ENTRIES SHALL HAVE BATTERY BACKUP OR SHALL BE CONNECTED TO EMERGENCY POWER FOR ACCESS IN THE EVENT OF POWER FAILURE. H. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (I.E. NO DEAD BOLTS, SURFACE BOLTS, THUMB SCREWS, ETC) 2015 IBC 1010. THE MAIN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE IF THERE IS A SIGN ADJACENT TO THE STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHING DEVICE. AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWRE, AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2015 IBC 1010. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL HAVE A MAXIMUM OPENING FORCE OF 8 1/2 POUNDS (5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED IN HAZARDOUS AREAS 2015 IBC 2406.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CPR 1201, 2015 IBC 2406.2 MULTI-FAM: PROVIDE SAFETY GLASS IN ALL SHOWER AND BATH ENCLOSURES. 1. ALL DOORS SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 30 LBS APPLIED TO THE LATCH SIDE. MULTI-FAM PROVED UNIT ENTRY DOOR WITH PEEP- HOLE AND 1" THROUGH DEAD BOLT. BUILDING CODE SUMMARY OCCUPANCY CAFE A-2 KITCHEN B ELEC S-2 STORAGE S-1 CONSTRUCTION TYPE TYPE VB HEIGHT AND AREA ALLOWABLE FLOOR AREA: (S1) ALLOWABLE HEIGHT: FIRE RESISTIVE REQUIREMENTS 15 SF NET / OCCUPANT 200 SF GROSS/ OCCUPANT 300 SF GROSS / OCCUPANT 200 SF GROSS/ OCCUPANT OCC A-2/ TYPE VB: 24,000 SF/ FLOOR OCC S-2/ TYPE VB: 54,000 SF/ FLOOR OCC B/ TYPE VB: 36,000 SF/ FLOOR OCC A-2/ TYPE VB: 2 STORIES/ 60 FEET OCC S-2/ TYPE VB: 3 STORIES/ 60 FEET OCC B/ TYPE VB: 3STORIES/ 60 FEET STRUCTURALFRAME: BEARING WALLS (EXTERIOR): BEARING WALLS (INTERIOR): WALLS (EXTERIOR FIRE SEPARATION >30') WALLS (EXTERIOR FIRE SEPARATION >10', <30') WALLS (EXTERIOR FIRE SEPARATION >5',<10') WALLS (EXTERIOR FIRE SEPARATION <5' FLOOR CONSTRUCTION: ROOF CONSTRUCTION: SHAFT ENCLOSURES: ELEVATOR LOBBY: ELEVATOR MACHINE ROOM: EXIT STAIR ENCLOSURES: TRASH CHUTE TERMINATION ROOM: OPENING PROTECTION EXTERIOR - ABOVE GRADE (FIRE SEPARATION >5', <10') EXTERIOR - ABOVE GRADE (FIRE SEPARATION >10', <15') EXTERIOR - ABOVE GRADE (FIRE SEPARATION >30') FIRE BARRIERS AND PARTITIONS FIRE BARRIERS AND PARTITIONS TYPE VB (A,B,S) 0 HOUR 0 HOUR 0 HOUR 0 HOUR 0 HOUR 1 HOUR 1 HOUR 1/2 HOUR 0 HOUR 1 HOUR N/A N/A N/A N/A WALL RATING DOOR RATING WINDOW RATING AREA OF UNPROTECTED WINDOW OPENINGS 0 NR NR 25% UNPROTECTED, SPRINKLERED 0 NR NR 45% UNPROTECTED, SPRINKLERED 0 NR NR UNLIMITED 1 45 MIN. 45 MIN. 25% OF WALL AREA 2 90 MIN. NOT PERMITTED N/A FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM: REQUIRED, NFPA 13 MONITORING REQUIRED: MANUAL FIRE ALARM SYSTEM REQUIRED EGRESS MINIMUM WIDTH = .2 X OCCUPANTS, 44" MINIMIM PER TABLE 1020.2 MINIMUM STAIR WIDTH = .3 X OCCUPANTS, 48" PER 1009.3 EX. 2 MINIMUM ACCESSIBLE STAIR WIDTH = NOT APPLICABLE EXIT DOORS TO SWING IN DIRECTION OF TRAVEL WHEN SERVING OCCUPANCY LOAD >50 COMMON PATH OF EGRESS TRAVEL, 76 SEE DIAGRAM SEPARATION OF EXITS = 1/3 DIAGONAL OF AREA SERVED, SEE DIAGRAM MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250' FOR A, SEE DIAGRAM MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 300' FOR B, SEE DIAGRAM COMPLIANCE NOTE SEE OCCUPANCY DIAGRAMS A0.04 SEE ASSEMBLIES A0.40 TO BE PROVIDED THROUGH SEPARATE PERMIT PROVIDED - SEE PLANS A2.10-A2.32 PROVIDED - SEE PLANS A6.10 PROVIDED - SEE PLANS A2.10-A2.32 PROVIDED - SEE PLANS A0.04 N/A PROVIDED - SEE PLANS A0.04 CODE PLAN LEGEND & NOTES HOURLY FIRE RESISTANCE RATINGS OF WALLS AND PARTITIONS, FOR SEPARATION OF ADJACENT SPACES: 1-HOUR WALL OR PARTITION 2-HOUR WALL OR PARTITION INGRESS EXIT SYMBOL: 55 - CALCULATED EXIT OCCUPANT LOAD 11.0" MINIMUM REQUIRED EXIT WIDTH 36" - EXIT WIDTH PROVIDED EGRESS EXIT SYMBOL: 200 - CALCULATED EXIT OCCUPANT LOAD 40.0" - MINIMUM REQUIRED EXIT WIDTH 0" EXIT WIDTH PROVIDED --------- EGRESS PATH ILLUMINATED EXIT SIGN W/ 2 EMERGENCY LIGHTS TWO-WAY COMMUNICATION SYSTEM CODE REFERENCE 310.4, TABLE 1004.1.2 TABLE 506.2 TABLE 504.3, 504.4 TABLE 601 TABLE 601 TABLE 601 TABLE 602 TABLE 602 TABLE 602 TABLE 602 TABLE 601, 420.2, 420.3 TABLE 601 707.3.1, 713.4 N/A 3020 707.3.4, 1023.2 N/A TABLE 705.8 TABLE 705.8 TABLE 705.8 504, 506, 903.2.8 907.2 1005.3.2 1005.3.1 1009.3 1010.1.2 TABLE 1006.2.1 1007.1.1 EXCEPTION 2 TABLE 1017.2 R-2 (RESIDENTIAL) A-3 (ASSEMBLY) B (BUSINESS) S-1 (STORAGE) S-2 (STORAGE/ ACCESSORY) CIRCULATION PERMIT SET 1 2020-11-01 CITY COMMENTS # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I E R 0+ S C H A A R Vision Based Architecture 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT � AVID R. PELLETIER STATE OF WASHINGTON RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AOmO43 FIRE EXTINGUISHER 2020-12-31 BUILDING CODE ANALYSIS LIFE SAFETY PLAN 1/16" = V-0" n �I OOR EQUIRED: 53X0.2= 16" OR 32"MIN ROVIDED: 72" XIT TO COMMON PATH F TRAVEL: 10' OTAL EXIT DISTANCE: 85' ORRIDOR EQUIRED: 53X0.2=10.6" R 44"MIN ROVIDED: 54" IRE SEPARATION ISTANCES: >10' LLOWABLE OPEN: 5% (UP,S) OCCUPANT LOAD CALCULATION - CAFE Level Name Number Occupancy Occupant Factor Area Occupant Load LEVEL 01 CAFE B101 A-2 15 SF 820 SF 55 LEVEL 01 KITCHEN 13102 B 200 SF 458 SF 3 LEVEL 01 SERVICE 13103 B 100 SF 52 SF 1 LEVEL 01 OFFICE 13106 B 100 SF 58 SF 1 LEVEL 01 ELEC 13108 S-2 200 SF 91 SF 1 LEVEL 01 STORAGE B109 S-1 200 SF 65 SF 1 LEVEL 01 COOLER 13111 B 100 SF 98 SF 1 LEVEL 01 DISHWASH 13112 B 100 SF 114 SF 2 LEVEL 01 CAFE 13113 A-2 15 SF 102 SF 7 LEVEL 01 TERRACE 13114 A-3 15 SF 102 SF 7 LEVEL 01 CORRIDOR CIR 131 CIR 100 SF 658 SF 7 LEVEL 01 CIRCULATION CIR 132 CIR 100 SF 170 SF 2 LEVEL 01 VEST CIR 133 CIR 100 SF 231 SF 3 3018 SF 91 CODE PLAN LEGEND & NOTES HOURLY FIRE RESISTANCE RATINGS OF WALLS AND PARTITIONS, FOR R-2 SEPARATION OF ADJACENT SPACES: 6d (RESIDENTIAL) 1-HOUR WALL OR PARTITION 2-HOUR WALL OR PARTITION 3-HOUR FIRE BARRIER (ASSEMBLY) B (BUSINESS) INGRESS EXIT SYMBOL: S-1 55 CALCULATED EXIT OCCUPANT LOAD (STORAGE) 11.0" - MINIMUM REQUIRED EXIT WIDTH S-2 36" - EXIT WIDTH PROVIDED (STORAGE / ACCESSORY) EGRESS EXIT SYMBOL: C40.0 CALCULATED EXIT OCCUPANT LOAD - MINIMUM REQUIRED EXIT WIDTH EXIT WIDTH PROVIDED --------- EGRESS PATH ® ILLUMINATED EXIT SIGN W/ 2 EMERGENCY LIGHTS TWO-WAY COMMUNICATION SYSTEM FIRE EXTINGUISHER MEANS OF EGRESS ILLUMINATION ❑ CIRCULATION THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR (INCLUDING EXITS ON THE ROOF TOP DECK) SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATED LEVEL NOT LESS THAN 1-FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER OSSC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACKUPPER OSSC 1006.3. FOR EXIT LIGHTING AND LOCATIONS - REFER TO ELECTRICAL DRAWING (SEPARATE PERMIT) PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I ERO+ S C H A A R Vision Based Architecture 269u 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASH INGTON • Stanwood, WA • 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AOmO4 2020-12-31 V z J M� W ry U) z LU L L] O ry a_ z Q z LU • • 0 • G U) 0 z O G LU U) z N O N E SAFETY PLAN 30" 17" MIN BRACKET -SUPPORTED COUNTERTOP ` 12" MIN IF OTHER FIXTURES NOT LAVATORY ALLOWED WITHIN THIS - SUPPORT BRACKETS OVERLAPS 39"-41" AREA CLEAR SPACE PROVIDE N BACKING FOR 54 GRAB BARS PER z MIN ` J 12 24 CODE r 42 12 z xx MIN MIN `MIN MAX �- 00 g V N co Z ZX ELI (0 x 2 < I? < 0) W _ M W co 19" MAX CLEAR KNEE SPACE M 19" MAX co coM U L J 48" Ll OF SEAT J W CLEAR FLOOR SPACE AT LAVATORIES - FORWARD APPROACH CLR —56" MIN NOTE: 66" MIN NOTES: -IF BATHROOM CONFIGURATION DOES NOT PERMIT WALL MOUNTED FOR FORWARD HEIGHT IS MEASURED TO LAVATORY RIM OR COUNTER SURFACE, WHICHEVER IS HIGHER. FRONT OR SIDE GRAB BAR, REINFORCING FOR FOLD -UP GRAB BAR(S) APPROACH INSULATE ALL EXPOSED PIPES UNDER LAVATORY MAY BE PROVIDED PER TYPE "B" FOLD -UP GRAB BARS DRAWINGS. FAUCETS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING. 0 LAVATORY WAT E R CLOSE T 12" 36" MIN 12" MIN MIN NOTE: - z g OPERABLE PARTS (D V LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE z OUTLETS, ENVIRONMENTAL CONTROLS, ELECTRICAL PANELBOARDS, 15" MIN. AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS M SHALL COMPLY WITH SECTIONS 309.2 AND 309.3 Q WHEEL CHAIR HEIGHT STANDING HEIGHT 5" MAX. J 30" x 48" FORWARD APPROACH REQUIRED T-SHAPED TURNING SPACE M� W 60" MIN ih ~ x -- CO H M oo z NOTE: - 0 r- Z ? LOCATE SIGNAGE ADJACENT TO LATCH SIDE PERMIT SET co 0- N `" OF DOOR IF POSSIBLE. z U -LOCATE SIGNAGE TO RIGHT SIDE OF DOOR 0 x ON DOORS WITH TWO ACTIVE LEAVES. r^ EWv J (3/4" MAX. @EXTERIOR g FR. ESTRSaa -IF NO SPACE ON PREFERRED SIDE, LOCATE z_ DRINKING FOUNTAIN FINISH FLOOR 8„ SLIDING DOORS @ SECONDARY SIGN ON NEAREST ADJACENT WALL TO THAT FINISH FLOOR ENTRIES IN TYPE "A" & "B" UNITS) SIDE. LOCATE SIGN SO THAT PERSON MAY o 11" x 8" APPROACH WITHIN 3" WITHOUT m x INTERFERENCE FROM PROTRUDING OBJECTS Uj FRONT VIEW SIDE VIEW N 2 OR DOOR SWINGS SEE DTL 3, x 1 N o co `SHEET "TYPE 'A' NOTE: SOME DRINKING FOUNTAINS MUST MEET REQUIREMENTS FOR PROTRUDING OBJECTS (ABOVE) < �° UNITS" w LOCATE OUT OF CIRCULATION PATH OR RECESS IN ALCOVE SO PROTRUSION IS LESS THAN 4" FOR N \ - - - UNDERCOUNTER W/1:2 BEVEL � CLEARANCES ACCESSIBLE DRINKING FOUNTAIN CARPET PILE THICKNESS DOOR THRESHOLD DETAIL CHANGES IN LEVEL 60" RADIUS O ACCESSIBLE DRINKING FOUNTAIN TURNING CLEARANCES 3/8 = 1'-0" z Q - CLEAR Z OPENINGUj 60 60" �I NOTE: -ACCESSIBLE SWITCHES AND OUTLETS IN UNITS MUST` 48" MIN ` 60" MIN PROVIDE CLEAR ` 32" MIN 25-1/2" MAX. OUTLETS AND FLOOR SPACE FOR FORWARD APPROACH (SIDE APPROACH SWITCHES @ TYPE "B" 32" MIN. SINGLE LEAF KITCHENS AND BATHS PERMITTED ONLY AT OBSTRUCTIONS) UNTIG HEIGHT FOR OUTLETS IS 15" IN 4" MAX w � CENNE OF THE HIGHEST OUTLET OTERLNMOHE LOWEST 48" MAX. THECLEARANCES FOR SWING DOORS IN SERIES @DOUBLE DOORS IF BOTTOM OF UNIT a 24" MAX 30" 20" - 25" >27" FROM FINISH 0 O FLOOR I-- � -i IF i IF - -I 48" MIN CLR z z z \ N 221 N N ~ x a U U x 32" CLR MIN 24" 0- Q W = TYP MIN # DATE DESCRIPTION x W < = Q Z �m Ulm v z co g Y o o ] � FRONT APPROACH POCKET OR STOP OR LATCH v LU zo m ¢ `" HINGE APPROACH APPROACH Q O coM EDMONDS GRAPHITE 0 `�" J MAXIMUM SIDE REACH MAXIMUM FRONT REACH MANEUVERING CLEARANCES AT DOORS - SLIDING AND FOLDING DOORS OVER AN OBSTRUCTION OVER AN OBSTRUCTION 202 MAIN ST. z 10" 12" MIN EDM0NDS, WA 98020 g MAX 30 IF BOTH LATCH & 12" MIN TO TENANT LL REACH TO MIN IF BOTH LATCH & 24 ISSUED: MAILBOXES - FLOOR OF CLOSER PROVIDED CLOSER PROVIDED 4 t4 PARCEL BOX - -I MIN = ---------- ILL Q o0_ z W C) MAILBOXES- FRONT APPROACH o l_ V o j N oHUfl�O 22" O Q x "' v m °� MIN M PROJECT NUMBER: 201702B oo z APPROVED BY: NOTE:co PROJECT ARCHITECT: -ALL OPERABLE PARTS OF ACCESSIBLE in MAILBOXES MUST COMPLY WITH ICC/ANSI 30" MIN CLR o PREPARED BY: Q A117.1-2009 SECTION 309. -CLEAR FLOOR SPACE MUST ADJOIN AN PUSH SIDE PUSH SIDE PUSH SIDE ACCESSIBLE ROUTE. FRONT APPROACH HINGE APPROACH LATCH APPROACH HIGH AND LOW SIDE MOUNTING HEIGHTS FOR REACH LIMITS SWITCHES & OUTLET MANEUVERING CLEARANCES AT DOORS - INSWINGING DOORS P E L L E T I E R ,— S C H A A R C) w �I �I Vision Based Architecture x - O z W I < m z z 0 269n 98th Dr. NW, Suite B Stanwood, WA cc)oo z — 0 98292 0- 0 36"MIN o z www.pelletierschaar.com 36o-629-5375 0 p � 1'-6" MIN 42" MIN (D b � a 24" p = ` 2'-0" PREFERRED v C9 w MIN w oo ~ N ` V fn U RESUB z © 2017 PELLETIER + SCHAAR, L.L.C. Feb 01 2021 REACH TO PULL SIDE PULL SIDE PULL SIDE PULL SIDE TO TENANT LL FLOOR OF FRONT APPROACH HINGE APPROACH A HINGE APPROACH B LATCH APPROACH CITY OF EDMONDS MAILBOXES LL Q PARCEL ` 694 DEVELOPMENT SERVICES REGISTERED DEPARTMENT BOX 30" 30" ARCHITECT MANEUVERING CLEARANCES AT DOORS - OUTSWINGING DOORS NOTE: 1. FOR DOORS IN ALCOVES SEE ICC A117.1-2009 A0m1 0 C MAILBOXES- SIDE APPROACH CLEAR FLOOR SPACE CLEAR FLOOR SPACE 2. ALL DOOR LANDINGS: 2% MAX SLOPE ON ALL vl ,R,P LETTER c PARALLEL APPROACH FORWARD APPROACH NOTE: SINGLE LEAF MUST PROVIDE 32" CLEAR OPENING DIRECTIONS INCLUDING CROSS SLOPE STATE OF WASHINGTON N ACCESSIBLE MAILBOX - ACCESSIBILITY REACH HEIGHTS MANEUVERING CLEARANCES @ DOORS 2020-12-31 5 �� _ 1 N 3811 _ -1-0 COLOR WHITE NOTE: SYMBOL SHALL BE PAINTED WHITE ON BLUE BACKGROUND W/WHITE BORDER PER SECTION 02763 IN ALL HANDICAPPED SPACES. PROVIDE REQUIRED GRAPHICS SPACING AND DIMENSIONS ACCESSIBILITY SYMBOL 12" RESERVED PARKING - COLOR BLUE R7-8 FEDERAL HANDICAP PARKING SIGN GREEN TEXT ON WHITE BKGND. WHITE SYMBOL ON i °Q BLUE BKGND. I GREEN TEXT ON ONLY @ WHITE BKGND. STALL(S) / DESIGNATED PER SITE PLAN VAN R7-8P VAN ACCESSIBLE PARKING ACCESSIBLE ,SIGN 2" GALV. STEEL PIPE — Z STEEL PIPE o Q EMBEDDED 30" INTO CONC. 12" IN DIA. NOTE: LOCATE AT EACH BARRIER -FREE PARKING STALL x PER SITE PLAN AND/OR WALL MOUNTED PER FLOOR ? PLAN IN STRUCTURED PARKING. (0 ~ N BARRIER -FREE PARKING SIGNAGE PARKING SIGNAGE DETAIL 1,1 = 1'-01 1 ACCESSIBLE ROUTE T-0" MIN - LOCATE ACCESS AISLE STRIPING ON VAN PASSENGER SIDE IN ANGLED PARKING 9' - 0" 8'-0" M I N VAN ACCESSIBLE SPACE FOR VANS PROVIDE 98" GARAGE HEIGHT FOR VAN PARKING PARKING CLEARANCES 1/4" = 1'-0" ELEVATION OF CENTER HANDRAIL TREAD 1 TRE, ELEVATION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN �12 NOTE: TOP OF HANDRAIL MUST BE 34"-38" ABOVE STAIR NOSING ELEVATION DETAIL FOR HANDRAIL EXTENSION NOTE: HANDRAILS MUST BE CONTINUOUS ON BOTH SIDES OF A STAIR. HANDRAILS MUST EXTEND BEYOND END OF STAIRS AS SHOWN AND RETURN TO WALL. HANDRAIL DETAILS 3/8" = 1'-0" RAILING WITH EXTENDED PLATFORM NOTE: SEE RISE, LANDING & CURB REQUIREMENTS PER ICCA117.1-2009 SECTION 405 - PROVIDE EDGE PROTECTION SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH - CONTINUOUS MAX. RISE TO NOT EXCEED 30" HANDRAIL DETAILS 3/8" = 1'-0" STAIRS LANDING >, RAMP 12" MI 3'-0" MIN ACCESSIBILITY NOTES 1. ACCESSIBLE ROUTES SHALL BE PROVIDED FROM ACCESSIBLE PARKING, PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH ACCESSIBLE PORTION OF THE BUILDING AND SHALL CONNECT EACH ACCESSIBLE LEVEL. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING ENTRANCES WITH THE PRIMARY ENTRANCE OF EACH DWELLING UNIT AND WITH THE EXTERIOR AND INTERIOR SPACES THAT SERVE THE UNITS. 3. CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR OPERATION BY THE OCCUPANT, LOCATED IN ACCESSIBLE SPACES OR ALONG ACCESSIBLE ROUTES SHALL BE ACCESSIBLE. 4. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE TACTILE. 5. DIRECTIONAL AND INFORMATIONAL SIGNS OTHER THAN BUILDING DIRECTORIES SHALL CONTAIN VISUAL CHARACTERISTICS COMPLYING WITH ICCA117.1. 6. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ICC 1110.1. THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, ACCESSIBLE PARKING SPACES (IF > 4), ACCESSIBLE AREAS OF REFUGE, ACCESSIBLE ENTRANCES WHERE ALL ENTRANCES ARE NOT ACCESSIBLE, AND UNISEX TOILETS AND BATHING ROOMS. 7. INTERIOR AREAS OF REFUGE AND EXTERIOR AREAS OF ASSISTED RESCUE SHALL BE PROVIDED WITH TWO-WAY COMMUNICATION SYSTEM TO A CENTRAL CONTROL POINT. IF CONTROL POINT NOT CONSTANTLY ATTENDED, AREA OF REFUGE SHALL ALSO HAVE CONTROLLED ACCESS TO A PUBLIC TELEPHONE SYSTEM. 8. TWO-WAY COMMUNICATION SYSTEM SHALL HAVE BOTH AUDIBLE AND VISUAL SIGNALS AND INSTRUCTIONS POSTED ADJACENT TO THE SYSTEM CONTROLS. INSTRUCTIONS SHALL INSTRUCT HOW TO USE TWO-WAY COMMUNICATION SYSTEM, DIRECT USERS TO OTHER MEANS OF EGRESS, INFORM USERS HOW TO SUMMON ASSISTANCE, AND STATE THAT PERSONS ABLE TO USE STAIRS SHOULD DO SO ASAP, UNLESS ASSISTING OTHERS. PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDIM 0NDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I ER+� S C H A A R Vision Based Architecture 269n 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASHINGTON Stanwood, WA 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AOml 1 2020-12-31 V z J ry r1 V J z W 75 W > O I..L z z W i v! C) z O G 0 W ACCESSIBILITY DETAILS -------------------------- A7 L--------------------------------------------------}- _P.��__ -- -- _� it ?.46 n n E1 Up 3' 3 518" 17- DISHWASH B�12 I 11' - 3" 1 I ' 1 2 3 A4.10 A4.10 A4.20 EXISTING FLOOR PLAN 1 /8" = 1'-0" 7t 0 bo 0 r_ 3 4 A4.20 4 5 ri 5 A4.20 0 KEYNOTE 2.33 TYPE A UNITS SHALL HAVE A REMOVABLE BASE WITHIN CABINET AND ADJUSTABLE SHELVES FOR ACCOMODATION OF A FRONT APPROACH TO SINK. 2.36 ROCK LINED DRAINAGE TRENCH. SEE 15/A7.20 2.37 SKYLIGHT ABOVE. SEE ROOF PLAN FOR DETAILS 2.38 6" FURRED OUT WALL TO FLUSH WITH FOUNDATION WALL 2.43 DRINKING FOUNTAINS. SEE 9/A0.10 FOR DETAIL. 2.46 KNOX BOX - FIRE KEY ACCESS. VERIFY W/ FIRE MARSHALL FOR LOCATION. 5'-6" AFF. 2.47 FLOWER HANGING BASKETS, TYP 9 PLACES. PLAN NOTES 1. DO NOT SCALE DRAWINGS. EXTERIOR DIMENSIONS ARE TO GRID LINES. AND OUTSIDE FACE OF STUD. INTERIOR DIMENSIONS ARE TO GRID LINES AND FACE OF STUD. OPENINGS ARE DIMENSIONED TO THE CENTERLINE OF THE OPENING, U.N.O. [CRITICAL DIMENSIONS REGARDING ACCESSIBILITY MAY BE TAKEN FROM FACE OF WALL FINISH SURFACE WFS] 2. FIRE PROTECTION WORK IS DESIGN BUILD. THE WORK SHOWN HERE IS DIAGRAMMATIC AND INTENDED TO ILLUSTRATE THE DESIGN INTENT, NOT SPECIFIC REQUIREMENTS. WORK REQ'D BY APPLICABLE CODES OR TO MAKE THE WORK COMPLETE IS TO BE PROVIDED. 3. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZING OF ALL OPENINGS INCLUDING BUT NOT LIMITED TO HVAC. DOORS AND WINDOWS WITH APPLICABLE SUBCONTRACTORS. 4. CONTRACTORS SHALL VERIFY INSTALLATION REQUIREMENTS, HOOK-UPS, VENTING & PENETRATIONS FOR ALL FIXTURES & APPLIANCES PRIOR TO INSTALLATION. 5. PROVIDE ARTIFICIAL LIGHTING ADJACENT TO ALL ENTRY DOORS AND STAIRS. SHIELD LIGHT FROM ALL ADJACENT PROPERTIES. ALL LIGHTING LOCATED WITHIN CIRCULATION ROUTES SHALL COMPLY WITH SECTION 307 IN ANSI A117.1 AND ICC A117.1 FOR PROTRUSIONS INTO THE PATH OF TRAVEL. 6. FOR ACCESSIBILITY CLEARANCES, INCLUDING DOOR APPROACHES, PLUMBING FIXTURES & APPLIANCES, SEE SHEET A0.10-A0.11. 7. GWB AND INSULATION INSTALLED BEFORE THE BUILDING IS PROTECTED FROM WEATHER SHALL BE SHEATHING RATED FOR EXTERIOR (DENSGLASS OR EQUAL) INSULATION AS REQUIRED SHALL BE ROCKWOOL OR SIM. PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: PELLETIERe S C H A A R Vision Based Architecture 26911 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASHINGTON • Stanwood, WA • 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2mOO 2020-08-21 V Z 0 J D m ry Q U) Z N O N EXISTING FLOOR PLAN E F G H I E F G H I KEYNOTE 7'-8" 9'_2" 37'-6" 2'_0" 7'_8" 9'_2" 37'-6" 2'_0" 1 L--------------------------------------------------- t _ 1 42'-0" — -- -- -- -- -- 17 0o I _ CV ENTRY PORCH UP — — _ TERRACE 42'-0" ll \\ I I \ ,II II I I o 1, II I I o 1i I III I I 1 III I III II I I - 42'-0" I I 1 CAFE I I = I I 1 C 1 0 B101 I `� I 1 I I ❑ ❑ ❑ 111 I I I M I ❑ ❑ ❑ III I I _ II, III I o I I 11 El MATCHLIN CV SERVICE KITCHEN I RESTROOM B102 1 I ELEC RESTROOM OFFICE RESTROOM I B108 B107 B106 g105 ❑ I I DEMO EXISTING WALLS & DOORS7 -A I II v STORAGE I III III II — — ❑I _JI L J BIKE STORAGE � J 1 I II III I I - TRASH , LOADING AREA ------- _ ----- -- ----- _--------_ -_--- ---_ _------ _-_ ----- --- J 15'-11718" 0'-10118"-�y 6-8518" L 10'-8114" L 21'-1118" 1'-5"-;,, LrjO'-7" DEMOLITION PLAN 1/8" = 1'-0" I 1 1 1 1 ENTRY PORCH UP I I TERRACE I I LLI I ll 1 I I 1 I I 1 1 1 I I - II III I' II II I II 42'-0" 1 II 1� 1 CAFE I B101 -- �1 LUL oe ❑❑❑ 0 L 44" MIN ❑ ❑ CLR i I -AM2 I co M 1 11 El M e ❑ — IT I I M2 I I III SERVICE I 1D o B103 KITCHEN RESTROOM B102 PD I I + 1 I j �i � 1 ❑" I T o I II ELEC RESTROOM a, OFFICE RESTROOM Ell B108 B107 B106 6105 u <W1� 7'-9112" 11'-11718"= z 17'-1" 11'-9118" 4' -10" M2 - STORAGE COOLER VLR DISWASH B109 F_ -1 o B111 "Z3' - W 1 a F[:;z_ �I NEW DELIVERY DOOR *4Z-0- L j BIKE STORAGE III TRASH , LOADING AREA A127 I 42'-0° II I L 15' 1 718" 0'-10118" y 6 - 8 518" 10' - 8114" 21' -1 118" �,-jQ'- 7" OVERALL TI FLOOR PLAN 1/8" = 1'-01, o I MATCHLIN o I I bo EXHAUST HOOD I -8 1 LEGEND PERMIT SET 1 2020-11-01 CITY COMMENTS # DATE DESCRIPTION (51 z_ 0 VJ z W 2 LU O 5_ G 1 z Q z LLB NEW WALL EDMONDS GRAPHITE ❑ EXISTING WALL 202 MAIN ST. EDM0NDS, WA 98020 I� WALL TO BE DEMOLISHED ISSUED: 9 O N PROJECT NUMBER: 201702B O APPROVED BY: co PROJECT ARCHITECT: m PLAN NOTES PREPARED BY: Q 1. DO NOT SCALE DRAWINGS. EXTERIOR DIMENSIONS ARE TO GRID LINES. AND OUTSIDE FACE OF STUD. INTERIOR DIMENSIONS ARE TO GRID LINES AND FACE OF STUD. OPENINGS ARE DIMENSIONED TO THE CENTERLINE OF THE OPENING, U.N.O. [CRITICAL DIMENSIONS REGARDING ACCESSIBILITY �^ MAY BE TAKEN FROM FACE OF WALL FINISH SURFACE WFS] 2. FIRE PROTECTION WORK IS DESIGN BUILD. THE WORK SHOWN HERE IS Q DIAGRAMMATIC AND INTENDED TO ILLUSTRATE THE DESIGN INTENT, NOT P E L L E T I E R O S C H A A R z SPECIFIC REQUIREMENTS. WORK REQ'D BY APPLICABLE CODES OR TO MAKE THE WORK COMPLETE IS TO BE PROVIDED. Vision Based Architecture O 3. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZING OF ALL OPENINGS INCLUDING BUT NOT LIMITED TO HVAC. DOORS AND WINDOWS WITH 269n 98th Dr. NW, Suite B Stanwood, WA APPLICABLE SUBCONTRACTORS. 98292 4. CONTRACTORS SHALL VERIFY INSTALLATION REQUIREMENTS, HOOK-UPS, www.pelletierschaar.com 36o-629-5375 0 VENTING & PENETRATIONS FOR ALL FIXTURES & APPLIANCES PRIOR TO INSTALLATION. W 5. PROVIDE ARTIFICIAL LIGHTING ADJACENT TO ALL ENTRY DOORS AND RES U B STAIRS. SHIELD LIGHT FROM ALL ADJACENT PROPERTIES. ALL LIGHTING LOCATED WITHIN CIRCULATION ROUTES SHALL COMPLY WITH SECTION 307 IN ANSI A117.1 AND ICC A117.1 FOR PROTRUSIONS INTO THE PATH OF TRAVEL. © 2017 PELLETIER + SCHAAR, L.L.C. Feb 01 2021 6. FOR ACCESSIBILITY CLEARANCES, INCLUDING DOOR APPROACHES, PLUMBING FIXTURES & APPLIANCES, SEE SHEET A0.10-A0.11. CITY OF EDMONDS DEVELOPMENT SERVICES 7 7. GWB AND INSULATION INSTALLED BEFORE THE BUILDING IS PROTECTED FROM 694 REGISTERED DEPARTMENT z WEATHER SHALL BE SHEATHING RATED FOR EXTERIOR (DENSGLASS OR EQUAL) ARCHITECT INSULATION AS REQUIRED SHALL BE ROCKWOOL OR SIM. 5 VI R_P LEI T A2m 1 O STATE OF WASHINGTON N 2020-12-31 O N OVERALL FLOOR PLAN/ DEMOLITION PLAN Z�' E F G H KEYNOTE I 7'-8" 9'-2" 37'-6" 2'-0" L I 42'-0" i ENTRY PORCH I UP ENLARGED TI FLOOR PLAN N 1/4" = 1'-0" o I I 24 i I MATCHLINE I LEGEND NEW WALL ❑ EXISTING WALL WALL TO BE DEMOLISHED ISSUED: KFYPI AN PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: PELLETI ERO+ SCHAAR Vision Based Architecture 269u 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASH INGTON • Stanwood, WA • 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2ml I 2020-12-31 V z 0 m Q U) z W W O ry a_ 2 z Q z W G z N O N ENLARGED FLOOR P 0 E F G H I I I I I I I I I I � I MATCHLINE I � II III I � I � I I -------------------------------------------------- Occupancy controls required per WSEC C405.2 & C405.2.1 SERVICE L--- ------------------------------------------------ I o I iIli KITCHEN I i B102 ' I RESTROOM II O - �I I II I � I k I i i I II I LAC:) I EL C RESTROOM 'OFFICE I RESTROOM I B105 I 0 0 o I NV1B> 7' - 91/2" 11' -11 7/8" 17' -1" 11' - 91/8" Lr- J C-3 IN II 0 I I STORAGE COOLER DISHWASH B109 co �� B111 - B112 <wl �� I I *n IJ20M BUZ 7`� L6� Imam I I BIKE STORAGE 42 -0 i I I L J L J I I I I I I 'I --------------� LOADING AREA �� I TRASH I 420 I A127 I I I I I I I I I ;4ZL 'I ENLARGED TI FLOOR PLAN S 1/4" = 1'-0" EXHAUSTFAN `* SELF ADHERED FLASHING SEAL BARRIER - EXTE — — OVER PARAPET FIELD CAP SHEI FIELD BASE PL) ROOR MEMBRA 24 ROOR ASSEMBI 24 N CA2 VAPOR BARRIEI EXTEND 3" PAS' KITCHEN EXHAUST VENT 1 1 /2" = V-0" ROOF ;T FAN PER KITCHEN ONSULTANT SSEMBLY PER 'URAL WRAP EXHAUST DUCT W/ 1 HOUR FIRE- RESISTANT WRAP, 3M FIRE BARRIER DUCT WRAP 615+ OR EQUAL KITCHEN EXHAUST VENT DETAIL 3/4" = 1'-0" LEGEND NEW WALL ❑ EXISTING WALL 0 WALL TO BE DEMOLISHED LICVDI ANI PERMIT SET # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I ERO+ S C H A A R Vision Based Architecture 269u 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASH INGTON • Stanwood, WA • 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2m12 2020-12-31 0 z_ 0 J m �N Q I C / v / z LU 2 L1J O 0� a_ G z Q z LU G U) 0 z O G LU U) z N O N ENLARGED FLOOR PLAN B E F G H KEYNOTE 0 REFLECTED CEILING PLAN TI 1/8" = 1'-0" REFLECTED CEILING PLAN NOTES 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SHCEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMEBERS ABOVE CEILINGS WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 9 4. ALL LEVEL 3 EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GAND EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRIACL, MECHANICAL DESIGN/ BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION WITH OTHER SYSTEMS TO AVOID CONFLICTS. 6. PRIVIDE DRAFTSTOPS ABOVE CEILING PER IBC 717. (NOTE: DEMISING WALLS FROM FLOOR TO ROOF DECK WILL PROVIDE PROPER DRAFTSTOP) 7. EMERGENCY BACK UP LIGHTS SHOWN IN SCHEMATIC DESIGN. CONTRACTORS TO PROVIDE NUMBERS AND LOCATION OF FIXTURES PER THE COUNTY JURISDICTION. COORDINATE WITH INSPECTORS. 8. SEE INTERIOR DESIGN DRAWINGS FOR LIGHTING TYPES AND LOCATIONS @ ALL UNITS. 9. ALL COMMON HALLWAY LIGHTS TO BE CONNECTED TO THE HOUSE PANEL WITH A PHOTO CELL ON AND TIME CLOCK CONTROLS OR AS NOTED IN ELECTRICAL DRAWINGS. 10. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 11. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 12. VERIFY LOCATION OF BATHROOM EXHAUST FAN WITH OWNER BEFORE INSTALLATION. 13. FOR GENERAL HALLWAY PASSAGE LIGHTING. SEE ELECTRICAL AND INTERIOR DESIGN 1 0 PLANS. REFLECTED CEILING PLAN LEGEND �g GWB CEILING 0 PERMIT SET 3 2020-12-31 HEALTH COMMENTS 2 2020-11-17 HEALTH COMMENTS # DATE DESCRIPTION EDMONDS GRAPHITE 202 MAIN ST. EDMONDS, WA 98020 ISSUED: PROJECT NUMBER: 201702B APPROVED BY: PROJECT ARCHITECT: PREPARED BY: P E L L E T I ERO+ S C H A A R Vision Based Architecture 269u 98th Dr. NW, Suite B 98292 www.pelletierschaar.com © 2017 PELLETIER + SCHAAR, L.L.C. REGISTERED ARCHITECT STATE OF WASH INGTON • Stanwood, WA • 36o-629-5375 RESUB Feb 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5ml 0 2020-12-31 0 Z_ 0 m ry Q U) Z W W O ry a_ Z Q Z W G Cn 0 Z O G LU U) Z N O N LECTED CEILING PLAN LEGEND ELECTRICAL ABBREVIATIONS WIRING (E) EXISTING TO REMAIN KCMIL THOUSAND CIRCULAR MILS LIGHTING (F) FUTURE KO KNOCK OUT (R) EXISTING TO BE REMOVED KW KILOWATTS SYMBOL DESCRIPTION SYMBOL DESCRIPTION (RL) EXISTING TO BE RELOCATED KVA KILOVOLT —AMPERES ------- — — WIRING CONCEALED IN CEILING OR WALL. LINE WEIGHT TOP AB ABOVE COUNTER BACKSPLASH LTG LIGHTING AC ALTERNATING CURRENT RECESSED LENSED LUMINAIRE (SIZE/SHAPE VARIES) TO BOTTOM= NEW, EXISTING TO REMAIN, FUTURE LCP LIGHTING CONTROL PANEL A, AMP AMPERES ® RECESSED PARABOLIC LUMINAIRE (SIZE/SHAPE VARIES) WIRING CONCEALED IN FLOOR OR UNDER GRADE OR ROUTED AF AMPERE FUSE OR CB FRAME MAX MAXIMUM AFF ABOVE FINISHED FLOOR MCA MINIMUM CIRCUIT AMPERES SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO IN CEILING SPACE OF FLOOR BELOW. LINE WEIGHT TOP TO BOTTOM= NEW, EXISTING TO REMAIN, FUTURE AFG ABOVE FINISHED GRADE MFR MANUFACTURER ®� ALTERNATE POWER SOURCE (EMERGENCY, UPS, STANDBY, AIC EQUIPMENT SHORT CIRCUIT MIN MINIMUM ETC.) PER CIRCUITING INDICATED ...... WIRING EXPOSED. LINE WEIGHT TOP TO BOTTOM= NEW, INTERRUPT RATING (RMS SYM. MISC MISCELLANEOUS EXISTING TO REMAIN, FUTURE AMPS) MLO MAIN LUGS ONLY 0 ® SUSPENDED LUMINARE (SIZE/SHAPE VARIES) X_ EXISTING WIRING TO BE REMOVED AL ALUMINUM (ALLOY) MO MANUAL OPERATOR ® O POINT SOURCE — SURFACE, RECESSED CEILING MTD. AS AMPERE (RATED) SWITCH MTD MOUNTED T TELEPHONE SYSTEM CONDUIT AT CIRCUIT BRKR TRIP AMPS MTR MOTOR OO FLOOR OR GRADE MOUNTED BOLLARD MV MEDIUM VOLTAGE CONDUIT ATS AUTOMATIC TRANSFER SWITCH —N— NEUTRAL (GROUNDED CONDUCTOR) ® O WALLWASH — SURFACE, RECESSED CEILING MTD. AUTO AUTOMATIC NC NORMALLY CLOSED _G BARE GROUNDING GRID OR CONDUCTORS, UON. AUX AUXILIARY RECESSED WALL POINT SOURCE NEC NATIONAL ELECTRICAL CODE ® WRAP —AROUND TYPE FLUORESCENT —GC GROUNDING CONDUCTOR(S) ROUTED IN CODE SIZED AWG AMERICAN WIRE GAUGE —,NEG NEGATIVE CONDUIT, UON. BAT BATTERY NNATIONAL ELEC MFGR'S ASSOC. TRACK LIGHTING WITH HEADS AS INDICATED. STROKES INDICATE QUANTITY OF #12 AWG. CONDUCTORS, BG BELOW GRADE NIL NIGHT LIGHT UNSWITCHED ( ) UON. NOTE: WIRING STROKES FOR 20A BRANCH CIRCUITS BRKR CIRCUIT BREAKER ADJUSTABLE POINT SOURCE — SURFACE CEILING, RECESSED ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL USE NO NORMALLY OPEN CEILING MOUNTED. INFORMATION IN PANEL AND BRANCH CIRCUIT SCHEDULES C CONDUIT (CIRCULAR RACEWAY) NTS NOT TO SCALE ® O WALL WASH — SURFACE, RECESSED CEILING MTD. TO PROVIDE REQUIRED CIRCUITING. CAB CABINET NP NAMEPLATE CB CIRCUIT BREAKER v BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE GROUND CKT CIRCUIT OC ON CENTER 1 LUMINARE SCHEDULE FOR QUANTITY OF HEADS) — WALL, HOT CLG CEILING OD OUTSIDE DIAMETER CEILING MOUNTED. CO CONDUIT ONLY OFCI OWNER FURNISHED CONTRACTOR INSTALLED 4 WALL SCONCE NEUTRAL CPT CONTROL PWR TRANSFORMER OFOI OWNER FURNISHED, OWNER INSTALLED WALL MOUNTED FLOOD, POSSIBLY AIMABLE HOME RUN WIRING TO INDICATED DESTINATION, 3/4"C. MIN. CT CURRENT TRANSFORMER OS OCCUPANCY SENSOR CU COPPER A ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES L1A-1,3 OR AS OTHERWISE NOTED. CONTRACTOR SHALL USE CIRCUIT P POLE DC DIRECT CURRENT 7� FACES, ARROWS AS SHOWN SIZES NOTED IN RESPECTIVE SCHEDULES AND INFORMATION PB PUSHBUTTON HD1A IN THE FEEDER AND BRANCH CIRCUIT SCHEDULES. DISC DISCONNECT PH PHASE 0 0 DARK ROOM SAFE LIGHT (TWO COMPARTMENT SHOWN) DIA DIAMETER CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING. PNL PANEL DIV DIVISION Q "FOOT" INDICATES WALL MOUNTED LUMINAIRE CORE & FIREPROOF AS REQUIRED. +,POS POSITIVE DP DISTRIBUTION PANEL FLUORESCENT STRIPLIGHT — POWER FEED SECTION, FEED 0 CONDUIT RUN TURNED DOWN THROUGH FLOOR OR CEILING. DPDT DOUBLE POLE DOUBLE THROW PRI PRIMARY THROUGH SECTION. LENGTH AS SHOWN. CORE & FIREPROOF AS REQUIRED. DPST DOUBLE POLE SINGLE THROW REQD REQUIRED I--p� UNDERCABINET FLUORESCENT STRIPLIGHT 3 CONDUIT STUBBED OUT AT LOCATION SHOWN. PROVIDE DWG DRAWING RNC RIGID NON—METALLIC CONDUIT (PVC) ) � FLUSH GRADE POINT SOURCE INSULATED BUSHING & PULLROPE. E,EMERG EMERGENCY S.A.D. SEE ARCHITECTURAL DRAWINGS I RACEWAY STUBBED OUT FOR FUTURE CONTINUATION; CAP, EF EXHAUST FAN SEC SECONDARY MARK AND RECORD LOCATION. EMT ELECTRICAL METALLIC TUBING SPDT SINGLE POLE DOUBLE THROW PTA LUMINAIRE MARKING CONVENTION LEGEND: TELEPHONE/DATA SLEEVE THROUGH WALL, ABOVE CEILING. ENCL ENCLOSURE SPST SINGLE POLE SINGLE THROW PTA = LUMINAIRE TYPE IDENTIFICATION. SEE LUMINAIRE EXTEND TO ACCESSIBLE TILE CLG. BOTH SIDES. TERMINATE EO ELECTRICALLY OPERATED SUB SUBSTATION SCHEDULE. WITH BUSHINGS. (1) 1.25" CO UON. COORDINATE LOCATIONS EOL END OF LINE SWBD SWITCHBOARD 3c WITH CABLE INSTALLERS) PRIOR TO ROUGH —IN. 3c = CIRCUIT NUMBER VIA LOCAL SWITCH (LOWERCASE EWC ELECTRIC WATER COOLER SWGR SWITCHGEAR LETTER) THAT SERVES THE LUMINIARE. BASKET TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN EWH ELECTRIC WATER HEATER PTA TB TERMINAL BOARD 3A = CIRCUIT NUMBER/UPPERCASE LETTER COMBINATION LADDER TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN FA FIRE ALARM TDC TIME DELAY CLOSING INDICATES LOW VOLTAGE RELAY OR LIGHTING FAA FIRE ALARM ANNUNCIATOR TDO TIME DELAY OPENING 3A CONTACTOR THAT SERVES THE LUMINAIRE FBO FURNISHED BY OTHERS TEL TELEPHONE F1 LUMINAIRE TYPE IDENTIFICATION WHICH APPLIES TO ALL FOG) BOXES, WALL, CEILING AND FLUSH FLOOR MOUNTED. 4" SQ. BOX MIN., LARGER IF REQUIRED FC FOOT CANDLES TYP TYPICAL FF FLUSH FLOOR MOUNTED OTHER IDENTICAL LUMINAIRE SYMBOLS, UON. FLA FULL LOAD AMPERES UL UNDERWRITERS LAB WIRING EXTENSION POINT — CONDUIT TO MC CABLE OR FLEX FLEXIBLE LION UNLESS OTHERWISE NOTED ® ® MANUFACTURED SYSTEM FPB FAN POWERED BOX UPS UNINTERRUPTIBLE POWER SUPPLY SWITCHING CONTROLS CEILINGS AREAS,WORNG EXT ND CONDUITX&ABOVE WIIRE INCCESSILE EXPOSED "HARD" OR CEILING AREAS. SHADED= ON ALT. POWER FSD FIRE/SMOKE DAMPER UTX UTILITY TRANSFORMER SOURCE (EMERG,UPS,ETC.) FW FLUSH WALL MOUNTED V VOLTS SYMBOL DESCRIPTION FU FUSE PB PULL BOX, MIN. SIZE PER NEC., UON. VA VOLT—AMPERES S� SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY GEN GENERATOR VFD VARIABLE FREQUENCY DRIVE MARKED LUMINAIRES CONTROLLED TOGETHER) p UNDERFLOOR RACEWAY GFI GROUND FAULT CIRCUIT INTERRUPTER W WATT S s THREE WAY SWITCH FLEXIBLE CONDUIT CONNECTION GND GROUND W/ WITH GRAP GENERATOR REMOTE ANNUNCIATOR PNL W/0 WITHOUT S4 FOUR WAY SWITCH POWER CONNECTION TO DIV 15 FIRE SMOKE DAMPER. GRC GALVANIZED RIGID STEEL CONDUIT ® REFER TO FSD CONNECTION DETAIL IF NOT SHOWN WP WEATHERPROOF, SEE RECEPT. SYMBOL SK KEY OPERATED SWITCH � GROUND ROD CONNECTION HLO HANDLE LOCK—ON(OFF) XFR TRANSFORMER HP HORSEPOWER XP EXPLOSION PROOF D DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF ® GROUND ROD CONNECTION WITH TEST WELL BOX HPF HIGH POWER FACTOR ", NOT SHOWN THEN EQUAL TO LOAD. HTR HEATER IN INCHES HZ HERTZ (CYCLES PER SECOND) ', FT FEET 12 DIMMER SWITCH UNDER SEPARATE COVERPLATE REFERENCE SYMBOLS > GREATER THAN IES ILLUMINATING ENGINEERING SOCIETY SP SWITCH WITH PILOT LIGHT (PILOT IS „ ON WHEN SWITCH < LESS THAN ID INSIDE DIAMETER IS "ON"). SYMBOL DESCRIPTION > GREATER THAN OR EQUAL TO IG ISOLATED GROUND 12 KEYED NOTE REFERENCE SPA SWITCH WITH PILOT LIGHT (PILOT IS "ON WHEN SWITCH IMC INTERMEDIATE METAL CONDUIT IS "OFF"). BRANCH CIRCUIT OR FEEDER NOMINAL AMPACITY & TYPE; ELECTRICAL D RAW I N G LIST STS TIMER SWITCH 125.4 REFER TO BRANCH CIRCUIT AND FEEDER SCHEDULES FOR WIRE AND CONDUIT SIZES & QTY. $5A LOW VOLTAGE MOMENTARY CONTACT SWITCH, UPPER CASE LETTER SUPERSCRIPT INDICATES 1 REFER TO DETAIL NO. ON DRAWING INDICATED NOT ALL ��►.5e�5c CONNECTION TO LOW VOLTAGE RELAY DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY TO CONTROLLING SIMILARLY MARKED LUMINAIRES. E4.1 ALL APPLICABLE SITUATIONS, UON. EL0.00 LEGEND AND ABBREVIATIONS SWP WEATHERPROOF SWITCH EL0.01 LUMINAIRE SCHEDULE CONTROL INTENT EL0.02 CODE COMPLIANCE WSEC Sv LINE VOLTAGE, VARIABLE SPEED FAN CONTROL 2 ELEVATION TAG: REFER TO ELEVATION NUMBER ON EL2.01 OVERALL FLOOR PLAN — LIGHTING SWITCH, PROVIDED BY MECHANICAL, INSTALLED E41 DRAWING INDICATED BY ELECTRICAL. LOCATE ADJACENT TO ADJACENT TO LIGHT SWITCHES. ST MOTOR —RATED THERMAL OVERLOAD SWITCH 2 SECTION TAG: REFER TO SECTION NUMBER ON DRAWING SORI LIGHTING CONTROL OVERIDE SWITCH, SEQ. NUMBER E4.1 INDICATED PC PHOTOCELL TC TIME CLOCK K112 KITCHEN EQUIPMENT REFERENCE, REFER TO KITCHEN EQUIPMENT SCHEDULE OS OCCUPANCY SENSOR — WALL MOUNTED OS 360 DEGREE OCCUPANCY SENSOR — CEILING MTD. CH 1 MECHANICAL EQUIPMENT IDENTIFICATION TAG OS 180 DEGREE OCCUPANCY SENSOR — CEILING MTD. EQUIP NAME EQUIPMENT BY OTHERS IDENTIFICATION TAG OS CORRIDOR/AISLE OCCUPANCY SENSOR — CEILING MOUNTED COMBINATION OCCUPANCY SENSOR & SWITCH GANGED UNDER A COMMON COVER PLATE. OCCUPANY SENSOR TO OS CONTROL ALL LUMINAIRES IN ROOM WITH 1 /2 LIGHT REDUCTION CONTROLLED BY SWITCH, DESIGNATED BY LETTER. 2—GANG BOX WITH SINGLE —GANG MUDRING, UON SPECIFIED (pT QT THERMOSTAT — WALL, CEILING. PROVIDED BY MECHANICAL, INSTALLED AND WIRED BY ELECTRICAL LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. LCP ? PROVIDE 120V OR 277V CONTROL POWER AS REQUIRED OR AS INDICATED. NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. GLUMAC r 11 engineers fora sustainable future" L J 1601 Fith Avenue, Suite 2210 Seattle, WA 98101 T.206.262.1010 www.glumac.com Project Manager: Engineer/Designer: Job No.: 05.18.00091 nroA= NUFh 18-0439 oRr►WN W. P= DAM DAM I— UJ N R E L L E T I E R S C H A A R t evc t u r e 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pe11etierschaar.com 36o-629-5375 LEGERVAND CITY OF EDMONDS A135RMATIONS ELO,00 LU M I N A I R E S C H E D U LE TAG DESCRIPTION LAMP CCT MANUFACTURER MODEL POWER SUPPLY VOLTAGE LOAD COMMENTS DRIVER DIMMING TYPE CEILING MOUNT OR SUSPENDED LED INTEGRAL FA1 STRIPLIGHT; 4-FT LENGTH. LED 3500K LITHONIA CLX ELECTRONIC 0-10V 120 33 HA1 SUSPENDED LED CYLINDER DOWNLIGHT. LED 3500K DMF LIGHTING DCC2 INTEGRAL 0-10V 120 13 ELECTRONIC H131 SUSPENDED LINEAR LED SLOT WITH 20/80 I/D LED 3500K FINELITE SERIES 16 INTEGRAL 0-10V 120 86 DISTRIBUTION. ELECTRONIC HC1 SUSPENDED DECORATIVE LED PENDANT WITH LED 3500K TEGAN MINI KORE REMOTE ELV 120 14 CONIC CONRETE SHADE. BENTON ELECTRONIC HD1 SUSPENDED DECORATIVE SPHERICAL PENDANT. LED 3500K TEGAN MINI KORE REMOTE ELV 120 14 LABYRINTH ELECTRONIC RA1 RECESSED LED DOWNLIGHT. LED 3500K DMF LIGHTING DRD2 INTEGRAL 0-10V 120 13 ELECTRONIC R131 RECESSED 2X2 LED TROFFER; SUITABLE FOR LED 3500K KENALL CSEDO INTEGRAL 0-10V 120 49 WET LOCATIONS AND WIPE -DOWN. ELECTRONIC SA1 EXTERIOR STAKE MOUNTED LED ACCENT. LED 3000K HK ZXL 161 INTEGRAL ELV 120 8 ELECTRONIC SC1 EXTERIOR WALL MOUNTED DECORATIVE SCONCE. LED 3000K MODERN FORMS HELIX INTEGRAL ELV 120 8 ELECTRONIC RECESSED LINEAR LED FIXTURE WITH INTEGRAL SD1 REGRESSED NODES AND BLACK BAFFLE; 2-FT LED 3000K ALIGHT APX3 ELECTRONIC 0-10V 120 14 LENGTH. DEFAULT. ORDER SPARE TA1 TRACK MOUNTED LED ACCENT WITH 90+ CRI LED 3500K LUCIFER CT2-AD INTEGRAL ELV 120 10 15/40/60-DEG OPTICS FOR AND FIELD -CHANGEABLE OPTICS. ELECTRONIC INTERCHANGING THROUGHOUT FACILITY TRACK MOUNTED LED ACCENT WITH 90+ CRI 2700K INTEGRAL TB1 COLOR TUNING, AND FIELD -CHANGEABLE LED -5000 ZUMTOBEL ARCOS 3 LED ELECTRONIC DALI 120 28 OPTICS. K WA1 WALL MOUNTED LINEAR LED VANITY. LED 3000K TECH LIGHTING MILAN 24 BATH INTEGRAL ELV 120 20 ELECTRONIC X1 CEILING OR WALL MOUNTED EXIT SIGN PER LED GREEN COOPER SURE-LITES N/A 120 4 DRAWINGS. All lighting shall be installed in accordance with 2015 WSEC C405. Ln GLUMAC r 11 engineers fora sustainable future" L J 1601 Fith Avenue, Suite 2210 Seattle, WA 98101 T.206.262.1010 www.glumac.com Project Manager: Engineer/Designer: Job No.: 05.18.00091 P11IIIIIIIIIMEN 18-0439 mgJWr mm4AGm DRAM 9A Kar DATE DATE I-- UJ N P E L L E T I ER�+�SCHAAR V i t evc t u r e 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 RESUB LUM[NA9RJ221 CITY OF EDMONDS SCE YfAJLSERVICES ELO,01 2015 Washington State Energy Code Co fiance Forr sfor Cormiercial Buildings including R2 F0 R4 over 3 stories and all R1 Revised Nov 2017 Project Title: GRAPHTEARTS STUDIO Date 12/20/2019 Exterior Lighting Zone 0 Zone () Zone2 * Zone3 () Zone4 a Clear Exterior Lighting Zone selection required to enable LTG-EXTform. Zones aredefinedin TableC405.5.2(1) andspecifedbythejurisdidion For Building Department Use Calculation Area New construction D Addition - stand alone 0 Addition + existing o Alteration with<50% AIteration with>_50%ext. ext. wattage replaced Q w attage replaced Q Clear User Note Building Grounds Applies to individual luminaires> 100 Watts ❑ Efficacy >80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE' Base Site Allowance: 750 Tradable Surfaces Surface Description Area (ffl, pernTeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) NOTE 2 Grounds Walkways <10wide 482 0.8 W/LF 386 Entry Canopies 433 0.4 W/ft2 173 Total Allowed Tradable + Ste Allowance Watts: 1309 Tradable Proposed Lighting Wattage NOTE3 Tradable Surface Fixture Description NOTE 4, s Nurrber of FD(tures Watts per FD(ture NOTE 6 Watts Proposed Entry Canopies SA1 6 8 48 Grounds Walkways <10wide SCi 6 8 48 Entry Canopies SCi 2 8 16 Grounds Walkways <10wide SD1 19 114 1 266 Entry Canopies SDi 3 114 1 42 Total proposedtradable watts maynotexceedthe sum of total allowed tradable watts plus the base site allowance. Anybase site allowance not needed to make tradable watts complycan be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage""' Total Proposed Tradable Watts: 420 Site Allowance Remaining: 750 Non -Tradable Surfaces Surface Description Area (ft`), perireter (If) or # of items Allowed Watts per W, If or item Allowed Watts x ft, (or x N) NOTE 2 Non -Tradable Proposed Lighting Wattage" "I Non -Tradable Surface Fixture Description NOTE 4,s Number of Fixtures Watts per FixtureNOTE 6 Watts Froposed Non-tradablepropo-,,�-dwattsmaynotexceedallowedwatts for anyindividual Non -Tradable Watts Exceeding LIRA: 0 surface unless the total excess watts for all non -tradable surfacesare less than the remaining site allowance. Remaining Site Allowance: 750 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Mote 1 - List all exterior surfaces per Table C405. 5. 2(2) that occur in the projectscope. Select exterior surface categoriesfrom drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Mote 3 - List all proposedlighting fixturesinducing existing -to -remain fixtures Mote 4 - For proposed Fixture Description, indicate fixture type; larr{o type, number of lamps in the fixture, and b allasttype (if applicable). Mote 5 - Existing -to -remain fixtures shall b einckrded in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identifyas existing in fixture desorption. Mote 6 - For proposed WattslFixhue enter thefuminaire wattage for installed lanp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps; enter bfie manufacturer's listed maximuminput wattage of the fixture (not the lamp wattage). For low voltage lighting, en ter the wattage of the transformer. Mote 7 - Automated Teller and Night Depositories- For each location, enter the numb er ofATM machines or depositories within thatlocation. If there are multiple locations in the project enter each location incillividiallyin the Alon- Tradable Abxirmm Allowed Lighting Wattage tab le and identifythe location in the Surface Description sedion. over Project Title: GRAPHITEARTS STUDO Date 12/20/2019 Calculation New Constructlon o Addition - o Addition Clear For Building Department Use Area"OTE9 standalone +existing oSpaces w here <50% of � Spaces w here > 50% of 0 Spaces w here the Use luminaires are replaced luminaires are replaced is changing (C505) LPA 0 Standard Additional Efficiency Package Option 0 clear Calculation C406.3 Reduced Interior Lighting Flower User Note Tocomplywith C406.3, the ProposedLPD shall be25%lowerthanthe TargetLPA Type Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Watts Allowed Location (plan #, Gross Interior Allowed (w atts/ft2 x area) Building Area room #, or ALL) Area Description Area in ft2 Watts per ft2 " °' E I Museum ALL 11177 0.80 8942 Total 111?7 Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 3, 4, 5,6 Number of Fixtures Watts per Fixture NOTE 7 Watts Proposed Museum FA1 17 33 561 Museum 1-141 130 13 1690 Museum 1131 7 86 602 Museum HC1 6 14 84 Museum HD1 14 14 196 Museum R41 11 13 143 Museum RB1 20 49 980 Museum TA1 139 10 1390 Museum TB1 12 28 336 Museum WA 9 20 180 Museum 1X1 Compliance by Building AreaNOTE8 Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Museum 8942 6162 COMPLIES C406.3 Note1-Listallunique building areas per Table C405.4.2(1)thatoccurinthe Totals 8942 6162 projectscope. Selectbuilding area categoryfrom drop down menu. Note 2 - Unlit Message - Enterlighting fixture information for this building area surface in Proposed Lighting Wattage table to generate Lighting Power Allowence. Note 3 - Proposed fixtures mustbe listedin the building area in which theyoccur. List all proposed lighting fixttxesincluding exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-3), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - Forlighting equipment eligible for exemption per C405.4.1, note exception numberandleave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shallb e included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identifyas existing in fixture description. Note 7 - For proposedWattslFature enterthe luminairewettage forinstalled lamp and ballast usingmanufactureror other approved source. For luminaires with scremin lamps, enter the manufacturer's listed maximuminput wattage of the fixture (not the lamp wattage). For lowvoltage lighting, enter the wattage of the transformer. For line voltage track/buswaysystems, enter the larger of the attachedluminaire wattage or 50 watts/lineal foot, crenter the wattage limit of permanent current limiting device. Note 8 - Proposed Wattage foreach Building Area type shall not exceed the Allowed Wattage for that BuildingArea We. Trading wattage between BuildingArea types is not allowedunder the BuildingArea Method compliance path. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition maycompl yas a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and b uilding additions, provide BuildingArea types andgross interlorareas in the Maximum Allowed Lighting Wattage table. If buildingaddibon will complyas combined with the overall existing building lightingsystems, include all applicable existing Building Area types and gross interior areas. c. If less than 50% of existing lighting fixtures MI be replaced, use LTG-INT-SPACE form to document compliance Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Info Project Title: GRAPHITEARTS STUDIO Date 12/20/2019 Compliance formsdo not Applicant Information. Provide contact information for individual who can respondto inquiries about compliance form information provided. For Building Department Use requirea paswvordto use. Instructional and calculating cells are write- protected. Company Name: GLUMAC Company Address: 1601 Fifth Avenue, Suite 2210, Seattle, WA 98101 Applicant Name: MARK SNELL Applicant Phone: 206-262-1010 Applicant Email: Project Description Q New Building ❑ Addition ❑ Alteration ❑ No Lighting Scope Include PROJ-SUMform (included in envelope forms workbook) with!ighting compliance forms. Interior Lighting System Description Briefly describe interiorlighting system type and features. ❑� Interior Lighting Plans Included Interior Lighting Power Building Area Method ❑ Space -by -space Method Allowance Method Select method used in project. Interior Lighting Controls Q All C405.2.1-C4D5.2.8Lighting Controls ❑C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) Selectmethodof compliance for lighting controls. ❑ Additional Efficiency PackageOption C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90 % of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting g g Permanently installed interior lighting fixtures indvmllingunitscomplyvnth: 0 No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA UnRs 0 C406.3 High Efficacy Lighting 0R404.1 Residential High Efficacy Lighting. Dwellingunitlightingcomplies mthWSECResidential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description Briefly describe exteriorl fighting system type and features. ❑� Exterior Lighting Plans Included Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply w ith all applicable as a stand alone new construction project El El Refer to Section C502.2.6 foradditional requirements. Lighting systems in addition are combined w dh existing lighting systems to demonstrate compliance El El Addition iscombinedwith existing: For interiorlighting projects, include new+ existing -to -remain interior lighting fixture wattage in Proposea Lighting Wattage table in LTG-INT-BLD or LTG -IN T- SPACE form. For exterior lighting projects, include new+existing-to-remain exteriorlighting fixture wattage in Proposed Tradable and ProposedNon-Tradable Lighting Wattage tables in LTG-EXT form. For Reference Only. See TI lighting forms. o 00 < 01111� w 0 �3 Iii—iiie p zo CL 0 N NQ W V GLUMAC r 11 engineers fora sustainable future" L J 1601 Pith Avenue, Suite 2210 Seattle, WA 98101 T.206.262.1010 www.glumac.com Project Manager: Engineer/Designer: Job No.: 05.18.00091 PRlCP= NUMleR 18-0439 DRAWN W. PLOT DAM �� I-- UJ N P E L L E T I ER�+)SCHAAR i t e c t u r e 26911 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com • 36o-629-5375 COD�1f"MPLIANCE CITY OF EDMONDS W``J ^ tUDEPA T SERVICES DEPARTMENT ELO,02 A B I I I I I I SHEET NOTES A. X I I I I I I I I I I I I I I I I I J I I 1 _ I � TRY ISD1 ISD1 ISD1 RCH ISD1 ' T61 TB1 TB1 TB1 2 - iTERRACE A129 I � I MSD1 SW /// i FLEX 1 � i TB1 TB Al2 1 TB1 3 ISM 1 HA1 $ $ $ $ I ® I I S X1 • TB1 TB1 TB1 TB1 HA1 I ' HA1 SC, O I I I I I I I HA1 HA, HHA1 HA, 5 - ° ------------------ ---------------------------------------------------71— V-] 04 ISM Si1 ISD1 ISD1 ISD1 ISD1 SW SD � I I I SC1 SC1 TER CE SD1 Q 04I I— I I HA1 ®TU? 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I 111111 r 1[All mom HA1 0 II HA1 0 HA1 • SW HA1 0 HA1 0 HA, 0 HA1 0 HA1 0 RB1`1 1 RB1 RB1 El i 1 B H81 O O RA1 cQ TA1 T 1T TA1 \ ° FA1EF $ OM 1 Al F 1 FA1 Ell I HA1 A 0 Al STORA HA1 ANTRY OOL DISHW SH O 0 S E HA1 \ A11 1 0 B110 B111 Ld� 01 B1 0 ° WAl �77 X1 HB1 H61 1 X1 ® F ----------- I ' xi HA1 HA1 r V Al Al — — — — — — -- CERAMIC ® 0 • 0 H81 HB$TU DIO X1 I I I I RB1 RB 1 RB1 FA1 TRASH FA1 F Al I HA1 HA1 HA1 Flo EWWERO O O EA ' I O O A B C D E F G H 1 OVERALL FLOOR PLAN - LIGHTING SCALE: 1 /8"=1 '-0" KEYED NOTES All Lighting shall be installed in accordance with 2015 WSEC C405. A r 11 engineers fora sustainable future" L J 1601 Fith Avenue, Suite 2210 Seattle, WA 98101 T.206.262.1010 www.glumac.00m Project Manager: Engineer/Designer: Job No.: 05.18.00091 PRcip T r•mem 18-0439 IDRAWIM W. IPLOr DAM ID►ATE I-- Ui N P E L L E T I ER�+�SCHAAR V I J I U 11 0 U J C U / I U h i t e c t u r e 269u 98th Dr. NW, Suite B • Stanwood, WA 98292 www.pelletierschaar.com • 36o-6a9-5375 RESUB GVERAELT 0GR CITY OF EDMONDS PLANE -LDOET-AT'T1 N G EL2,01