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APPROVED BLD PLN RESUB1 BLD2024-0607+Architectural_Plan+5.7.2024_4.06.10_PM+4242772APPROVED BY PLANNING May 09 2024 City Of Edmonds Building Department Work EXTERIOR REMODEL Address 21420 HIGHWAY 99 Owner MCDONALDS Approved Date C��J%� ��24 Building Official Er(�(`j Permit Number BLD2024-0607 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE �� AREA OF WORK THIS DRAWING IS FOR REFERENCE ONLY /1� �� Park 212� Apartment Homes ztsm srs� PARCEL INFORMATION P R®J ECT TE,4 aPN #: oosso�0000z2os CONSTRUCTION MANAGER: DRAWING SYMB®LS KEYED NOTE----OX > DETAIL XX TOP # = DETAIL # REFERENCE xx BOTTOM # = SHEET # SECTION CUT__ XX TOP # = DETAIL # REFERENCE xx BOTTOM # = SHEET # REVISION NUMBER 9 VICINITY BikeLink Edmonds Park and Ride eLockers Edmonds Park 8 Ride q 0 Aldercrest Health 8 Rehab Center �„ N®NTH -`Edmonds nq and.. Swedish Urgent Care- Edmonds 0 `eacon 9ullding Produ�: - MAP ,, Cartvfax Tesi Drire Yaur Fays 0 The Everett Clinic � (/ Ear, Nose and Throat. SEAWEE70 Cannabis/ OEdmonds- Di� nsary.. Edmonds Diagnostic Imaging -ultrasound � // B 8 8 Cable Contractors • QLodestar �/ � n s � Canopy Worl � nutk eccn.nneo :;oie ,� � SIT�rterAcura �. Foreign Engines U321 dUtD RcnS St072 McDONALD'S USA, LLC. 9805 NE 116TH STREET, SUITE A302, KIRKLAND, WA 98034 PHONE: (425) 305-0266 CONTACT: CURT HOBBS EMAIL: curt.hobbs@us.mcd.com PM DESIGN GROUP, INC. 19401 40TH AVE W SUITE 420 LYNNWOOD, WA 98036 PHONE: (425) 967-8409 CONTACT: AMANDA MARTIN EMAIL: amartin@pmdginc.com y� �I� r!]rV�\� ROBISON ENGINEERING 19401 40th AVENUE W, SUITE 302 LYNWOOD, WASHINGTON 98036 PHONE: (260) 364-3343 CONTACT: JAMES YBARRA BUILDING C®DES Er[an_): �°��$181 2018 INTERNATIONAL BUILDING CODE Ongmeuy 2019 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL MECHANICAL CODE "` 2018 INTERNATIONAL FIRE CODE Gor 2018 UNIFORM PLUMBING CODE 2018 ICC PERFORMANCE CODE 3 2018 WASHINGTON STATE ENERGY CODE EDMONDS COMMUNITY DEVELOPMENT CODE Seattle C offee Gear '� a - Repaf r Center Q ��;/ Qo#Lynrnvood F.E. ��/ O Acuia aenler N MAX. 0 8 hirlwind <;. / lean & rreen �. MIN . �, � �� i' =` O.C. // ` 21bth SI SW 216th St SW 2t 6tn St Sw S I M . INDUSTRIOUS � T Y P . �@�' N�^ �, N . T. S . GENERAL BUILDING 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS AS WELL AS ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL PLANS AND ANY EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN THE CORRESPONDING AREA. 2. CONTRACTOR TO COORDINATE DISCONNECT OF ALL UTILITIES PRIOR TO ANY DEMOLITION. 3. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CITY AND COUNTY REGULATIONS. 4. CONTRACTOR TO PROTECT ALL PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. 5. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE ROUTE OF TRAVEL EACH DAY AND WHENEVER DEBRIS, DUST, ETC. BECOMES EXCESSIVE. 6. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES OF DEMOLITION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL DIMENSIONS SHOWN TO BE EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO DEMOLITION. VERIFY DEMOLITION WORK WITH NEW CONSTRUCTION AND INSTALLATION DRAWINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 9. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION, CONSTRUCTION TO BE SUSPENDED IMMEDIATELY AND MCDONALD'S PROJECT MANAGER SHALL BE NOTIFIED BEFORE PROCEEDING. 10. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER IN ACCORDANCE WITH OSHA REGULATIONS. 11. SEE DECOR FOR INTERIOR PARTITION TYPES. WALL PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE. 12. SEE DECOR DRAWINGS FOR ROOM FINISHES. 13. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. SIGN PURCHASED AND INSTALLED BY GENERAL CONTRACTOR. 14. COORDINATE ALL REQUIRED BLOCKING AND PROPER INSTALLATION HEIGHTS FOR WALL HUNG EQUIPMENT AND SHELVING. 15. PROVIDE TACTILE EXIT SIGN ADHERED TO SIDE -CITE (TYP.) FOR ENTRY DOORS. 16. VERIFY INTERNATIONAL SYMBOL OF ACCESSIBILITY IS AT ALL ENTRANCE AND EXIT DOORS, IF NOT PLEASE PROVIDE. 17. INTERIOR DIMENSIONS ARE TO FACE OF FINISH. 18. GENERAL CONTRACTOR TO PURCHASE ACCESSIBILITY SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA-SIGN 1-800-214-8765 9292 1ST ST., BOX 588 WWW.FORRESTPERMASIGNS.COM NEW ROCHELLE, NEW YORK 10802. � � �' � - � � � �' � • FIRE EXTINGUISHER V.I.F. MAXIMUM F.R.P. MINIMUM ON CENTER SIMILAR TYPICAL NOT TO SCALE N®TES VERIFY IN FIELD FIBER REINFORCED PLASTIC 19. VERIFY WITH MCDONALD'S CONSTRUCTION MANAGER TO EITHER ADJUST EXISTING CLOSER OR REPLACE WITH NEW CLOSER UNIT TO MEET A.D.A. DESIGN GUIDELINES 404.2.8 CLOSING SPEED OF 5 SECONDS MINIMUM FROM OPEN POSITION OF 90 DEGREES TO A POSITION OF 12 DEGREES FROM LATCH. 20. ADJUST OR REPLACE DOOR HARDWARE TO COMPLY WITH A.D.A. DESIGN GUIDELINES 309.4 STATING ALL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 CBS. MINIMUM. 21. ALL WINDOWS ARE FIXED AND NON -OPERABLE WITH EXCEPTIONS TO THE CASHIER AND PRESENTER WINDOWS. 22. WHEN CEILING INTERRUPTIONS OCCUR, SUCH AS PARTITIONS, FURR DOWNS ETC., CONTRACTOR SHALL CHECK AND VERIFY THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. SHOULD THERE BE ANY QUESTIONS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 23. ALL NEW CEILING FIXTURES, SWITCHES, AND MOTION SENSORS SHALL MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. 24. LOCATE ALL LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, LIFE -SAFETY FIXTURES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES UNLESS NOTED OTHERWISE. 25. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE INCLUDING ALUMINUM FLEX, ALUMINUM CONDUITS, AND POT METAL CONNECTORS. ALL CONNECTORS SHALL BE STEEL. 26. ALL NEW CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF FINISH CEILING. 27. WHEN FIXTURES INTERRUPT MAIN RUNNERS, CUT AND REINFORCE AS REQUIRED. 28. ALL LED FIXTURE LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER. 29. PROVIDE EMERGENCY LIGHTING LEVELS AS REQUIRED BY CODE. 30. IT IS THE RESPONSIBILITY OF CONTRACTOR TO MAKE SURE HVAC ALIGNS WITH T-BAR CEILING. 31. THE CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS OF ALL WORK PREFORMED AND SHALL INDICATE ANY DEVIATIONS FROM THE DESIGN DOCUMENTS AS WELL AS THE LOCATION OF ALL WORK WHICH IS HIDDEN BY SUBSEQUENT CONSTRUCTION. THE RECORD DOCUMENTS SHALL BE GIVEN TO THE OWNER AT COMPLETION OF TENANT CONSTRUCTION PRIOR TO APPLICATION FOR FINAL PAYMENT. 32. GENERAL CONTRACTOR TO FOLLOW MCDONALD'S SPECIFICATION BOOK. 33. TEMP, HUMIDITY AND CO2 SENSORS TO BE PROTECTED IN PLACE. THEY ARE TYPICALLY LOCATED NEAR RESTROOM AND ABOVE SSBB AND PLAY PLACE. DRAWING INDEX 1. CV.O COVER SHEET 2. AD.O A.D.A. DETAILS 3. AD.1 A.D.A. DETAILS ARCHITECTURAL 4. SP1 SITE PLAN 5. SD4 SITE DETAILS 6. A1.0 DEMO AND PROPOSED FLOOR PLAN 7. A1.1 EQUIPMENT FLOOR PLAN 8. A2.0 DEMO AND PROPOSED REFLECTED CEILING PLAN 9. A3.0 ARCHITECTURAL DETAILS 10. A3.1 ARCHITECTURAL DETAILS 1. 4.0 E I R L A I N ELECTRICAL 12. E0.1 NOTES & DETAILS PLUMBING 19. P2.0 PLUMBING NOTES SITE INFO STATE SITE CODE: 046-0523 STORE NUMBER: 20783 ADDRESS: 21420 HIGHWAY 99 EDMONDS, WA 98026 COUNTY: SNOHOMISH BUILDING DATA OCCUPANCY: A-2 CONSTRUCTION TYPE: VB (NON-SPRINKLERED) NUMBER OF STORIES: 1 BUILDING S.F.: 3,634 S.F. REMODEL S.F.: 825 S.F. OCCUPANCY ALLOWANCE: * o o CHANGE TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 266 1 ASSEMBLY WITH FIXED SEATS SEE PLAN - 49 ASSEMBLY WITHOUT FIXED 5SF/PERSON 75 15 SEATS (STANDING) BUSINESS AREAS 150 GROSS 98 1 KITCHENS, COMMERCIAL 200 GROSS 998 5 TOTAL OCCUPANCY ALLOWANCE (EXISTING) 71 LIFE SAFETY No CHANGE PROPOSED EMERGENCY LIGHTING: X YES NO EXIT SIGNS: X YES NO FIRE ALARM AND SMOKE DETECTION: X YES NO PANIC HARDWARE: X YES NO FIRE SPRINKLERS: YES X * NO SCOPE OF WORK • MINOR RELOCATION OF EXISTING EQUIPMENT IN CUSTOMER SERVICE AREA. • MINOR DEMO AND CONSTRUCTION OF NON-STRUCTURAL PARTITIONS. • DINING CEILING TILE DEMO AND TILE REPLACEMENT. • RELOCATION OF ANY AFFECTED CAMERAS, SPEAKERS, AND CEILING DIFFUSERS. • NEW CUSTOMER SERVICE COUNTERS. • NEW MCDELIVERY COUNTER. • NEW EQUIPMENT IN CUSTOMER SERVICE AREA CONSISTING OF: NEW 48" DIGITAL ASSEMBLY CART WITH FRIDGE, ABS, 14"X30" ROA CART, LANDING ZONE CART, BLENDER BRACKET, DESSERT BUTLER, FULL HEIGHT FRIDGE, ICE MACHINE, HLS, 30" FRIDGE WITH 10' ISLAND, 3' WORK TABLES, AMENITY STATION AND HAND SINK. • NEW ORDER HERE CANOPIES. 1 • NEW DRIVE-THRU WINDOW NO WORK IN THE FOLLOWING AREAS: • KITCHEN AND FOOD PREP AREA, BACK OF HOUSE AND STORAGE, AND MEWS AND WOMEN'S RESTROOMS. HEALTH REQUIREMENTS 1. DURING CONSTRUCTION THE LOBBY WILL BE SHUT DOWN TO CUSTOMERS WHILE THE DRIVE-THRU WILL STAY OPEN. A LUXURY RESTROOM TRAILER WITH HOT AND COLD RUNNING WATER ALONG WITH AN A.D.A. COMPLIANT PORT -A -POTTY WILL BE ON SITE FOR THE EMPLOYEES AND GENERAL CONTRACTOR. 2. DURING CONSTRUCTION A TEMPORARY WALL OF PLASTIC TAPED OFF FLOOR TO CEILING WILL BE PROVIDE TO PROTECT DEBRIS FROM ENTERING THE KITCHEN. m U z 0 o J (n � > � m � � � o � � � w � w � � � w a a � N � N 0 o a' w a Professional of Record: DESIGN Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 00646 J • i � O� 7'C °� c:� v v �. o � � � a°av ��>> �, J c �a��vv �° � a `o .°v � a c o v m3�� ° rn ° °� a��i � (�p�`+ o N `�i �+�c�i�°°c°'°' � C p0.3�+°mr` cv v � v c p�� ,,/^� tt�Op•o°c V/ a, °�cc�a v m�vo�'mE�jc � °m�cmto `V � m� •� �' �?°m°�� Om ° o c m• U p�t1 �� m Q��C � �� a� �z E o ♦+ oomvo•c�i V o a g� o o � •3 0�0�•30� � ® 3 °� � Q � � ao3a,mvo w � a3�c�� z O N � p N � m� N �� m oz W N �� WQ �� Q oo w� Qo o � � � Q o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 00 �; 0 0 N � � � w z w �� z N � o � � o Q cn N o � Z � � Q � O O U N z � o � � � � W o o � � Q 0 0 C �/ ® O COVER SHEET N U �-, M N 0 N C c� 0 �i 0 z O 0 w J_ Q w 0 d 0 a 0 0 a U w U 0 z a 0 0 m m 0 0 a 0 0 0 a z 0 0 U w 0 a Q w a 2 010 A. D A. STANDARDS FOR ACCESSIBLE DESIGN FOR PUBLIC 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND r � r � � � CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES . SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. I � I I � I I � I ACC 0 M M 0 DAT I 0 N S AND C 0 M M E R C I A L FACILITIES : TITLE III NOT ALL NOTES MAY APPLY THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. I I� I I I 603 TOILET AND BATHING ROOMS CHAPTER 4: ACCESSIBLE ROUTES I I N Z I 1= z 1= z I 22 � � I I� � I� � I MIN. I 22 24 603.1 GENERAL. TOILET AND BATHING ROOMS SHALL COMPLY WITH 603. CHAPTER 3: BUILDING BLOCKS 306.3 KNEE CLEARANCE. ______ 301 GENERAL � z - 306.3.1 GENERAL. SPACE UNDER AN ELEMENT j � 401 GENERAL ----- I MIN. MIN. _____ _____ 603.2 CLEARANCES. CLEARANCES SHALL COMPLY WITH 603.2. BETWEEN 9" AND 27" ABOVE THE FINISH FLOOR I o 401.1 SCOPE. THE PROVISIONS OF CHAPTER 4 SHALL APPLY WHERE REQUIRED BY 301.1 SCOPE. THE PROVISIONS OF CHAPTER 3 SHALL APPLY WHERE REQUIRED J OR GROUND SHALL BE CONSIDERED KNEE L____ _ "' CHAPTER 2 OR WHERE REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. (H) 603.2.1 TURNING SPACE. TURNING SPACE COMPLYING WITH 304 SHALL BE BY CHAPTER 2 OR WHERE REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. CLEARANCE AND SHALL COMPLY WITH 306.3. 6" 17" - 25" LATCH APPROACH, PROVIDED WITHIN THE ROOM. MAX. 402 ACCESSIBLE ROUTES PULL SIDE 302 FLOOR OR GROUND SURFACES 306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE (A) (g) 603.2.2 OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, 302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SHALL EXTEND 25" MAX. UNDER AN ELEMENT ELEVATION PLAN 402.1 GENERAL. ACCESSIBLE ROUTES SHALL COMPLY WITH 402. (F) AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. SLIP RESISTANT AND SHALL COMPLY WITH 302. AT 9 ABOVE THE FINISH FLOOR OR GROUND. FIGURE 306.2 TOE CLEARANCE HINGE APPROACH � � (G) 402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF PUSH SIDE I � I HINGE APPROACH PUSH I I 603.2.3 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE 303 CHANGES IN LEVEL 306.3.3 MIN. REQUIRED DEPTH. WHERE KNEE THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT SIDE DOOR WITH BOTH _ z I I OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS SHALL BE PERMITTED TO 303.1 GENERAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL COMPLY WITH 303. g" CLEARANCE IS REQUIRED UNDER AN ELEMENT MAX. AS PART OF A CLEAR FLOOR SPACE THE �------ „ z STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF CHAPTER 4. r- � � � CLOSER AND LATCH � I 24 I I I I � � I I I � I MIN. I SWING INTO THE REQUIRED TURNING SPACE. EXCEPTION: WHERE THE TOILET ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND KNEE CLEARANCE SHALL BE 11 DEEP MIN. Z �1 � � � I� z ., I I THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE 303.2 VERTICAL. CHANGES IN LEVEL OF 1 /4" HIGH MAX. SHALL BE PERMITTED AT 9" ABOVE THE FINISH FLOOR OR GROUND, � I M 403 WALKING SURFACES I "' � � � I 24°' I CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. TO BE VERTICAL. AND 8" DEEP MIN. AT 27" ABOVE THE FINISH ;� z L__ ___ 24„ I MIN. �„ FLOOR OR GROUND. `" a' 403.1 GENERAL. WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE MIN. I 603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL 303.3 BEVELED. CHANGES IN � a �� 1� � \� 11" 25" 306.3.4 CLEARANCE REDUCTION. BETWEEN 9 ROUTE SHALL COMPLY WITH 403. ----- ----- BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAX. LEVEL BETWEEN 1/4" HIGH MIN. IN. MAX. (I) ABOVE THE FINISH FLOOR OR GROUND. AND 1 /2" HIGH MAX. SHALL BE AND 27" ABOVE THE FINISH FLOOR OR GROUND, (A) (B) 403.2 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES SHALL LATCH APPROACH PULL (K) LATCH APPROACH, PUSH BEVELED WITH A SLOPE NOT THE KNEE CLEARANCE SHALL BE PERMITTED COMPLY WITH 302. SIDE, DOOR PROVIDED 603.4 COAT HOOKS AND SHELVES. COAT HOOKS SHALL BE LOCATED WITHIN STEEPER THAN 1:2. FIGURE 303.2 VERTICAL FIGURE 303.3 BEVELED TO REDUCE AT A RATE OF 1" IN DEPTH FOR ELEVATION PLAN WITH CLOSER SIDE PROVIDED WITH CLOSER ONE OF THE REACH RANGES SPECIFIED IN 308. SHELVES SHALL BE LOCATED CHANGE IN LEVEL CHANGE IN LEVEL �� EACH 6 IN HEIGHT. FIGURE 306.3 KNEE CLEARANCE 403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE (J) " 40 MIN. AND 48 MAX. ABOVE THE FINISH FLOOR. 304 TURNING SPACE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE LATCH APPROACH, 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30" WIDE MIN. STEEPER THAN 1:48. PULL SIDE 604 WATER CLOSETS AND TOILET COMPARTMENTS 304.1 GENERAL. TURNING SPACE SHALL COMPLY WITH 304. 4" 307 PROTRUDING OBJECTS MAX. 403.4 CHANGES IN LEVEL. CHANGES IN LEVEL SHALL COMPLY WITH 303. FIGURE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWING DOORS 604.1 GENERAL. WATER CLOSETS AND TOILET COMPARTMENTS 304.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A 403.5 CLEARANCES. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING �____� � � � � SHALL COMPLY WITH 604.2 THROUGH 604.8. ,6--,8- TURNING SPACE SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT 307.1 GENERAL. PROTRUDING OBJECTS i i WITH 403.5. I � I � � i 604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WHEELCHAIR PERMITTED. SHALL COMPLY WITH 307. u I I I I I w ACCESSIBLE EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. EXCEPTION: WITHIN EMPLOYEE WORK AREAS CLEARANCES ON COMMON USE I I _ z � °� I I _ z I I oo oo WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA _ _ o Z I � ^ I I � � ^ 112» I � � WATER CLOSET THE CENTERLINE OF THE WATER CLOSET SHALL BE 16" MIN. 304.3 SIZE. TURNING SPACE SHALL COMPLY WITH 304.3.1 OR 304.3.2. EDGES MORE THAN 27" AND NOT MORE THAN 80" EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF co � I oo x I I x � I MIN. TO 18" MAX. FROM THE SIDE WALL OR PARTITION. o ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE � THE WORK BEING PERFORMED. �� 24 48 24 18 I ^ I I I ---- FIGURE 604.2 WATER 304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60"f� 4" MAX. HORIZONTALLY INTO THE CIRCULATION PATH. ^ 403.5.1 CLEAR WIDTH. EXCEPT AS MAX. MIN. MAX. ,� MIN. CLOSET LOCATION MIN. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. " PROVIDED IN 403.5.2 AND 403.5.3, THE 604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET 307.3 POST -MOUNTED OBJECTS. FREE-STANDING x N CLEAR WIDTH OF WALKING SURFACES COMPARTMENTS SHALL COMPLY WITH 604.3. OBJECTS MOUNTED ON POSTS OR PYLONS SHALL SHALL BE 36" MIN. - � z z z z 304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE OVERHANG CIRCULATION PATHS 12 MAX. WHEN � �„ O �, � EXCEPTION: THE CLEAR WIDTH SHALL ,h �,.�, � � M �M � WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MIN. EACH LOCATED 27 MIN. AND 80 MAX. ABOVE THE FINISH PERMITTED TO REDUCED TO 32" (C) 604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MIN. IN EACH DIRECTION FLOOR OR GROUND. WHERE A SIGN OR OTHER FIGURE 307.2 LIMITS OF BE BE (A) (B) PUSH SIDE DOOR PROVIDED SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MIN. THE SPACE OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PROTRUDING OBJECTS MIN. FOR A LENGTH OF 24 MAX. PULL SIDE PUSH SIDE WITH BOTH CLOSER AND LATCH DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, PROVIDED THAT REDUCED WIDTH SEGMENTS ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH PYLONS AND THE CLEAR DISTANCE BETWEEN THE ARE SEPARATED BY SEGMENTS THAT ARE FIGURE 403.5.1 CLEAR WIDTH OF FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. POSTS OR PYLONS IS GREATER THAN 12", THE LOWEST EDGE OF SUCH SIGN OR FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS 48" LONG MIN. AND 36" WIDE MIN. AN ACCESSIBLE ROUTE SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. OBSTRUCTION SHALL BE 27" MAX. OR 80" MIN. ABOVE THE FINISH FLOOR OR 304.4 DOOR SWING. DOORS SHALL BE GROUND. 404.2.4.4 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN PERMITTED TO SWING INTO TURNING SPACES. 60" MIN. EXCEPTION: THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS 403.5.2 CLEAR REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH 302. CHANGES IN 604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR WIDTH AT TURN. LEVEL ARE NOT PERMITTED. SHALL BE 17" MIN. AND 19" MAX. MEASURED TO THE TOP OF THE SEAT. 305 CLEAR FLOOR OR GROUND SPACE � � SHALL NOT BE REQUIRED TO COMPLY WITH 307.3. WHERE THE EXCEPTIONS: SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. z I I � I I 308 REACH RANGES ACCESSIBLE .. 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 305.1 GENERAL. CLEAR FLOOR OR GROUND _ I I� Z ROUTE MAKES A oo - ., � 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 404.2.5 SHALL BE 604.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609. SPACE SHALL COMPLY WITH 305. I I 180° TURN � � � PERMITTED. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER K, L J`D 308.1 GENERAL. REACH AROUND AN CLOSET AND ON THE REAR WALL. 305.2 FLOOR OR GROUND SURFACES. � I I RANGES SHALL COMPLY WITH 308. ELEMENT WHICH �� 404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2" FLOOR OR GROUND SURFACES OF A CLEAR FLOOR .. I I OR GROUND SPACE SHALL COMPLY WITH 302. � L_ J 308.2 FORWARD REACH. IS LESS THAN 48 WIDE, CLEAR WIDTH O HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303. 604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42" LONG MIN, LOCATED 12" MAX. FROM THE REAR WALL AND EXTENDING 54" MIN. FROM THE CHANGES IN LEVEL ARE NOT PERMITTED. SHALL BE 42" MIN. EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4" HIGH MAX. THAT HAVE A REAR WALL. ANSI A117.1 604.5.1 REQUIRES AN ADDITIONAL VERTICAL GRAB BAR EXCEPTION: SLOPES NOT STEEPER THAN 1:48 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE APPROACHING THE Q O BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT 18" MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR SHALL BE PERMITTED. 12 36 MIN. 2 HIGH FORWARD REACH SHALL BE 48 MAX. AND THE LOW FORWARD REACH TURN, 48" MIN. AT BE REQUIRED TO COMPLY WITH 404.2.5. LOCATED 39" MIN. AND 41" MAX. ABOVE THE FLOOR, AND WITH THE CENTER MIN. MIN. SHALL BE 15" MIN. ABOVE THE FINISH FLOOR OR GROUND. THE TURN AND 42" LINE OF THE BAR LOCATED 39" MIN. AND 41" MAX. FROM THE REAR WALL. 305.3 SIZE. THE CLEAR FLOOR OR GROUND SPACE FIGURE 304.3.2 MIN. LEAVING THE 404.2.E DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO SHALL BE 30 INCHES" MIN. BY 48 INCHES" MIN. T-SHAPED TURNING SPACE TURN. HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48" MIN. PLUS THE WIDTH OF 604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36" LONG MIN. AND CHILDREN'S REACH RANGES 48" MIN. EXCEPTION: WHERE I. 42 �X <� 42 � � 36 �X <�, 36 DOORS OR GATES SWINGING INTO THE SPACE. EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MIN. ON ONE SIDE 305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE THE CLEAR WIDTH AT MIN. 48 MIN. MIN. 48 MIN. AND 24" MIN. ON THE OTHER SIDE. SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL �-- � BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE I I z � � COMPLYING WITH 306. I O I FORWARD OR SIDE REACH HIGH MAX. LOW MIN. AGES 3 AND 4 36" 20" AGES 5 THROUGH 8 40 18 THE TURN IS 60" MIN. (A) (g) COMPLIANCE WITH 403.5.2 180° TURN 180° TURN EXCEPTION SHALL NOT BE REQUIRED. 48„ 48" � � 604.E FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR I � I o AGES 9 THROUGH 12 44" 16" FIGURE 403.5.2 CLEAR WIDTH AT TURN MIN. MIN. AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. 305.5 POSITION. UNLESS OTHERWISE SPECIFIED, L-- ---JM �\�___� FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. CLEAR FLOOR OR GROUND SPACE SHALL BE FIGURE 305.3 20" > 20°' _ 403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS �\�--=� 604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND POSITIONED FOR EITHER FORWARD OR PARALLEL CLEAR FLOOR SPACE MAX. 25"MAX. THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAX. APPROACH TO AN ELEMENT. PASSING SPACES SHALL BE EITHER: A SPACE 60" MIN. BY 60. MIN.; OR, AN (A) (B) FROHE Z 305.E APPROACH. ONE FULL I I I � I � X ,� x INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE 404.2.7 DOOR AND GATE HARDWARE. THELCENTERLINEINOFATHE9DISPENSER, OUTLETS OFATHE DISOPENSERASHALLO BEO 15" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED UNOBSTRUCTED SIDE OF THE I I z I O I � a a 48" HANDLES, PULLS, LATCHES, LOCKS, BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS I I � I I o � � � EXTEND 48 MIN. BEYOND THE INTERSECTION. MIN. DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. CLEAR FLOOR OR GROUND SPACE I - L______J "' SHALL ADJOIN AN ACCESSIBLE I � I � � 48" MIN. � _ _ � z � � � 404 DOORS AND DOORWAYS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. ��---� ROUTE OR ADJOIN ANOTHER I I � - OPERABLE PARTS OF SUCH HARDWARE 604.8 TOILET COMPARTMENTS. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS � CLEAR FLOOR OR GROUND SPACE. L„--J (g) 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE SHALL BE 34" MIN. AND 48" MAX. ABOVE SHALL MEET THE REQUIREMENTS OF 604.8.1 AND 604.8.3. COMPARTMENTS 30 MIN. � PARALLEL FIGURE 308.2.1. UNOBSTRUCTED FIGURE 308.2.2 OBSTRUCTED HIGH ROUTE SHALL COMPLY WITH 404. THE FINISH FLOOR OR GROUND. WHERE (C) CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH 603. 604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS. WHEELCHAIR ACCESSIBLE 305.7 MANEUVERING CLEARANCE. (A) FORWARD REACH FORWARD REACH SLIDING DOORS ARE IN THE FULLY OPEN COMPARTMENTS SHALL COMPLY WITH 604.8.1. WHERE A CLEAR FLOOR OR GROUND FORWARD 404.2 MANUAL DOORS AND DOORWAYS. MANUAL DOORS AND DOORWAYS POSITION, OPERATING HARDWARE SHALL BE FIGURE 404.2.E DOORS IN SERIES SPACE IS LOCATED IN AN ALCOVE 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN INTENDED FOR USER PASSAGE SHALL COMPLY WITH 404.2. EXPOSED AND USABLE FROM BOTH SIDES. 604.8.1.1 SIZE. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60" WIDE OR OTHERWISE CONFINED ON ALL FIGURE 305.5 POSITION OF CLEAR OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT OR PART OF THREE SIDES, ADDITIONAL FLOOR AND GROUND SPACE FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE 404.2.2 DOUBLE -LEAF DOORS. AT LEAST ONE OF THE ACTIVE LEAVES OF 404.2.8 CLOSING SPEED. DOOR CLOSING SPEED SHALL COMPLY WITH 404.2.8. MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56" DEEP MINIMUM FOR MANEUVERING CLEARANCE SHALL BE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48" MAX. WHERE THE DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 404.2.3 AND 404.2.4. WALL HUNG WATER CLOSETS AND 59" DEEP MIN. FOR FLOOR MOUNTED WATER PROVIDED IN ACCORDANCE WITH 404.2.8.1 DOOR CLOSERS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 305.7.1 AND 305.7.2. REACH DEPTH IS 20" MAX. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH 404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32" AN OPEN POSITION OF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A 60" 60" FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MIN. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE POSITION OF 12° FROM THE LATCH IS 5 SECONDS MIN. MIN. MIN. 305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36" WIDE MIN. WHERE THE MAX. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR DEPTH EXCEEDS 24". 308.3 SIDE REACH. OPEN 90°. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE 32'° 404.2.8.2 SPRING HINGES. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT ALTERNATE ^ � ^ � `r' 308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A A CLEAR OPENING OF 36" MIN. THERE SHALL BE NO MIN. PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH FROM THE OPEN POSITION OF 70°, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. DOOR o 0 0 LOCATION o Z z x "' x O > PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, LOWER THAN 34" ABOVE THE FINISH FLOOR OR GROUND. 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM � � "' � I 4" > I � I I I THE HIGH SIDE REACH SHALL BE 48" MAX. AND THE LOW SIDE REACH SHALL BE PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. I MAX. I I L___ _ __J 15" MIN. ABOVE THE FINISH FLOOR OR GROUND. 34" AND 80" ABOVE THE FINISH FLOOR OR GROUND �� THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OTHER THAN FIRE DOORS I I � 60" MIN. � EXCEPTION: AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR SHALL NOT EXCEED 4". SHALL BE AS FOLLOWS: ----- - - - - - - - - - - �36" MIN.J OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION EXCEPTIONS: 1. INTERIOR HINGED DOORS: 5 POUNDS MAX. _ ,� IS 10" MAX. 1. IN ALTERATIONS, A PROJECTION OF 5/8" MAX. INTO � Q � FIGURE 305.7.1 MANEUVERING FIGURE 305.7.2 MANEUVERING THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR HINGED DOOR 404.2.10 DOOR SURFACES. SWINGING DOOR SURFACES WITHIN 10" OF THE CLEARANCE IN AN ALCOVE, CLEARANCE IN AN ALCOVE, THE LATCH SIDE STOP. FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH FORWARD APPROACH PARALLEL APPROACH �'"� 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED FIGURE 404.2.3 CLEAR SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. X X ,� TO BE 78" MIN. ABOVE THE FINISH FLOOR OR GROUND. WIDTH OF DOORWAYS PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE 305.7.2 PARALLEL APPROACH. ALCOVES SHALL BE 60" WIDE MIN. WHERE THE �� x � X � WITHIN 1 /16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY FIGURE 604.8.1.1 SIZE OF WHEELCHAIR FIGURE 5604.8.1.2 SIZE OF DEPTH EXCEEDS 15 INCHES". � � � - 404.2.4 MANEUVERING CLEARANCES. MIN. MANEUVERING CLEARANCES AT DOORS ADDED KICK PLATES SHALL BE CAPPED. ACCESSIBLE TOILET COMPARTMENT WHEELCHAIR ACCESSIBLE � w � _ � Z � � SHALL COMPLY WITH 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE EXCEPTIONS: TOILET COMPARTMENT 306 KNEE AND TOE CLEARANCE ^ � '"' ''" FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE 1. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR 10" 10" > CLEARANCE ' --� SHOE WITH THE TOP LEADING EDGE TAPERED AT 60° MIN. FROM THE 604.8.1.2 DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF MAX. MAX. �---- �----� �------� � � � HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 BOTTOM SMOOTH SHALL COMPLY WITH 404 EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY t�AX I I I I I I SURFACE HEIGHT REQUIREMENT. WITH 306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT (A) (g) I I I I � z I I � z 2. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10" OF THE FINISH COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42" MIN. DOORS SHALL BE BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND I o z I I � � 112" I � � FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST SPACE OR TURNING SPACE. FIGURE 308.3.1. UNOBSTRUCTED FIGURE 308.3.2 OBSTRUCTED HIGH I � � I I I MIN. FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR SIDE REACH SIDE REACH 18" I I I I 3. EXISTING DOORS WITHOUT SMOOTH SURFACES WITHIN 10" OF THE FINISH OPENING SHALL BE 4" MAX. FROM THE SIDE WALL OR PARTITION FARTHEST FROM 306.2 TOE CLEARANCE. 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE MIN. ---- ____ FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES COMPLYING WITH 404.2.10 PROVIDED THAT IF ADDED KICK PLATES ARE THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4" MAX. FROM THE FRONT PARTITION. THE DOOR 306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS INSTALLED, CAVITIES CREATED BY SUCH KICK PLATES ARE CAPPED. SHALL BE SELF -CLOSING. A DOOR PULL COMPLYING WITH 404.2.7 SHALL BE OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX. ON OF GROUND AND 9" ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED A ( ) 404.2.11 VISION LIGHTS. DOORS AND SIDE LIGHTS ADJACENT TO DOORS, PLACED BOTH SIDES THE DOOR NEAR THE LATCH. TOILET COMPARTMENT TOE CLEARANCE AND SHALL COMPLY WITH 306.2. AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAX. THE HIGH SIDE FRONT APPROACH, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. REACH SHALL BE 48" MAX. FOR A REACH DEPTH OF 10" MAX. WHERE THE PULL SIDE (g) (C) PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 306.2.2 MAX. DEPTH. TOE CLEARANCE SHALL EXTEND 25" MAX. UNDER AN REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 46" MAX. FOR A FRONT APPROACH, FRONT APPROACH, PULL SIDE, DOOR 43" MAX. ABOVE THE FINISH FLOOR. ELEMENT. REACH DEPTH OF 24" MAX. PUSH SIDE PROVIDED WITH BOTH CLOSER AND LATCH r � EXCEPTION: VISION LIGHTS WITH THE LOWEST PART MORE THAN 66" FROM THE FINISH FLOOR SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.11. 306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL 309 OPERABLE PARTS ___________ I � I r � I I I � I EXTEND 17" MIN. UNDER THE ELEMENT. 309.1 GENERAL. OPERABLE PARTS SHALL COMPLY WITH 309. I I l o z I� I�� I�z 306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6" BEYOND 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING 36" I 42„ I "' � THE AVAILABLE KNEE CLEARANCE AT 9" ABOVE THE FINISH FLOOR OR GROUND WITH 305 SHALL BE PROVIDED. MIN. MIN. SHALL NOT BE CONSIDERED TOE CLEARANCE. 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF ----- 306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30" WIDE MIN. THE REACH RANGES SPECIFIED IN 308. (D) (E) HINGE APPROACH, HINGE APPROACH, PULL SIDE PULL SIDE m U Z O J Q (n I- ~ � � � � � Q (n � � W � � � ~ W � � � � N � N_ Q o � a Professional of Record: DESIGN �_.;:� Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 9803E (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ETH McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 0064E J m m w+ ° � � m Q v 7 � ,F q C N ° omvomoa � � aa°°av ��>; J o ��m�m�c ,n -° a`omv° Sao J o � m mmmc o �•a�'� o � ^ a3 � ° °"' � ` �ii � � � � mm�vrm� ��•--o�g a � �+, °� v c rna N � a oo';�°mom `��°� O � t ,,/^� Ito°pmv°c V+ °�cc�avo � m-vov'mE�c v co'� omo vmvcmtm v ��°'mvca°i° O U�� ` U �� N� pw C 'COU m-m � �� ain �= E ♦+ v °vmvomcvi V p a ��m�ornav° 0 3 ° 0 O ° � o ® v �'� �� o Q amo � a°�m�UU W � L Ort+ L O m� m H a3 ° c� a°i� o_ z O N � � N m � � � m � z � � � W � Q \ Q � o oo � �� Q Qo or RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 r0 � o O � � w z Z �� z� � o� � o � o N � U) z � � � Q � O O U N z � o � � o � � W � O � � � I, � W p (n U i� O Z A�®0 A.D.A. DETAILS C� N 0 U 2 010 A . D . A . STANDARDS FOR ACCESSIBLE DESIGN FOR PUBLIC 703.4.2 LOCATION. WHERE A TACTILE SIGN IS PROVIDED ACCOMMODATIONS AND COMMERCIAL FACILITIES: TITLE III NOT ALL NOTES MAY APPLY THEADOORRAT THE ILATCH SIDEBE WHEREEA TACTILEIDSIGN � I I �� IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, �_J CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES (CONTINUED) CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES THE SIGN SHALL BE LOCATED oN THE INACTIVE LEAF. 18„ WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS 604.8.1.3 APPROACH. COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR 701 GENERAL WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED MIN. RIGHT-HAND APPROACH TO THE WATER CLOSET. 66» TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE FIGURE 703.4.2 MIN. CLEAR 701.1 SCOPE. THE PROVISIONS OF CHAPTER 7 SHALL APPLY WHERE REQUIRED IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE LOCATION OF TACTILE 604.8.1.4 TOE CLEARANCE. BY CHAPTER 2 OR WHERE REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS AT DOORS THE FRONT PARTITION AND AT PARTITION SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT LEAST ONE SIDE PARTITION SHALL I 702 FIRE ALARM SYSTEMS WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A PROVIDE A TOE CLEARANCE OF I o I � CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN., CENTERED ON THE TACTILE 9" MIN. ABOVE THE FINISH FLOOR I _ J 702.1 GENERAL. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE AND 6" DEEP MIN. BEYOND THE I ;r, c� AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) CLOSED POSITION AND 45° OPEN POSITION. COMPARTMENT -SIDE FACE OF MIN. I � z_ (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS" IN CHAPTER 1), EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH THE PARTITION, EXCLUSIVE OF I � EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. PARTITION SUPPORT MEMBERS. I APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) EXCEPTION: TOE CLEARANCE AT � z L_ _�� ______ SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING 703.5 VISUAL CHARACTERS. VISUAL CHARACTERS SHALL COMPLY WITH 703.5. THE FRONT PARTITION IS NOT � �I z 6 DISTANCE FROM THE AUDIBLE APPLIANCE. EXCEPTION: WHERE VISUAL CHARACTERS COMPLY WITH 703.2 AND ARE REQUIRED IN A COMPARTMENT `D � MIN. ACCOMPANIED BY BRAILLE COMPLYING WITH 703.3, THEY SHALL NOT BE REQUIRED GREATER THAN 62" DEEP WITH ELEVATION PLAN 703 SIGNS TO COMPLY WITH 703.5.2 THROUGH 703.5.9. A WALL -HUNG WATER CLOSET OR 65" DEEP WITH A FIGURE 604.8.1.4 WHEELCHAIR ACCESSIBLE 703.1 GENERAL. SIGNS SHALL COMPLY WITH 703. WHERE BOTH VISUAL AND FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TOE CLEARANCE AT THE SIDE TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE PARTITION IS NOT REQUIRED IN A WITH TACTILE CHARACTERS, SHALL BE PROVIDED. COMPARTMENT GREATER THAN 66" WIDE. 604.8.1.5 GRAB BARS. GRAB BARS SHALL COMPLY WITH 609. A SIDE -WALL GRAB BAR COMPLYING WITH 604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. IN ADDITION, A REAR -WALL GRAB BAR COMPLYING WITH 604.5.2 SHALL BE PROVIDED. 604.8.2.2 DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42" MIN. THE DOOR SHALL BE SELF -CLOSING. A DOOR PULL COMPLYING WITH 404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. 604.8.2.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH 609. A SIDE -WALL GRAB BAR COMPLYING WITH 604.5.1 SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. 604.8.3 COAT HOOKS AND SHELVES. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 308. SHELVES SHALL BE LOCATED 40" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR. 605 URINALS 13 1/2" 605.1 GENERAL. URINALS SHALL COMPLY WITH 605. MIN. 605.2 HEIGHT AND DEPTH. URINALS SHALL BE THE STALL -TYPE OR THE WALL -HUNG TYPE WITH THE RIM 17" MAX. ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1 /2" DEEP MIN. MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. ;� a 605.3 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND � � SPACE COMPLYING WITH 305 POSITIONED FOR FORWARD FIGURE 605.2 HEIGHT APPROACH SHALL BE PROVIDED. AND DEPTH OF URINALS 605.4 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. 606 LAVATORIES AND SINKS 606.1 GENERAL. LAVATORIES AND SINKS SHALL COMPLY WITH 606. 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAX. ABOVE THE FINISH FLOOR OR GROUND. 606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND -OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. 606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 609 GRAB BARS 609.1 GENERAL. GRAB BARS IN TOILET FACILITIES SHALL COMPLY WITH 609. 609.2 CROSS SECTION. GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 609.2.1. 609.2.1 CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1 /4" MIN. AND 2" MAX. 609.3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1 /2" MIN. - Z THE SPACE BETWEEN THE GRAB BAR AND PROJECTING `V � OBJECTS ABOVE SHALL BE 12" MIN. 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL �z BE INSTALLED IN A HORIZONTAL POSITION, 33" MIN. � � AND 36" MAX. ABOVE THE FINISH FLOOR MEASURED (A) (g) TO THE TOP OF THE GRIPPING SURFACE. PROJECTING RECESSED OBJECTS OBJECTS 609.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. FIXTURE 609.3 SPACING OF GRAB BARS 609.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 609.E FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 609.7 INSTALLATION. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SPACE. 609.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 703.2 RAISED CHARACTERS. RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4. 703.2.1 DEPTH. RAISED CHARACTERS SHALL BE 1 /32" MIN. ABOVE THEIR BACKGROUND. 703.2.2 CASE. CHARACTERS SHALL BE UPPERCASE. 703.2.3 STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.2.4 CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I". 703.2.5 CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". EXCEPTION: WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE PERMITTED TO BE 1 /2" MIN. f)ISTANC:F RFTWFFN f)nTC DISTANCE BETWEEN DOTS IN ADJACENT CELLS I RARY IN THE SAME CELL SINGLE BRAILLE CELL DISTANCE BETWEEN DOTS O ! O N IN THE SAME CELL ! O ! O O � DISTANCE BETWEEN O O O O O BLANK CELL SPACE 0o CORRESPONDING DOTS FROM BETWEEN WORDS ONE CELL DIRECTLY BELOW RAISED DOT O 00 !! FIGURE 703.2.5 DOTS ! O O ! O HEIGHT OF RAISED ! O O O O � NO CHARACTERS RAISED DOT FIGURE 703.3.1 BRAILLE MEASUREMENT 703.2.E STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER. 703.2.7 CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1 /8" MIN. AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1 /16" MIN. AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE BASE OF THE CROSS SECTIONS, AND 1 /8" MIN. AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8" MIN. 703.5.1 FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 703.5.2 CASE. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. 703.5.3 STYLE. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 703.5.4 CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I". 703.5.5 CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT LESS THAN 72" 5/8" 5/8", PLUS 1/8" PER 40" TO LESS THAN OR EQUAL TO 70" 72" AND GREATER FOOT OF VIEWING DISTANCE ABOVE 72" LESS THAN 180" 2" 2", PLUS 1/8" PER FOOT GREATER THAN 70" TO LESS THAN OR EQUAL TO 120" 180" AND GREATER OF VIEWING DISTANCE ABOVE 180" LESS THAN 20'-0" 3" 21'-0" AND GREATER 3", PLUS 1/8" PER FOOT OF VIEWING DISTANCE ABOVE 21'-0" GREATER THAN 120" TABLE 703.5.5 VISUAL CHARACTER HEIGHT 703.5.E HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40" MINIMUM ABOVE THE FINISH FLOOR. 703.5.7 STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN. AND 30% MAX. OF THE HEIGHT OF THE CHARACTER. 703.5.8 CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10% MINIMUM AND 35% MAX. OF CHARACTER HEIGHT. 703.2.8 LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES 703.5.9 LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN. AND 170% MAX. OF CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN. AND 170% MAX. OF OF THE RAISED CHARACTER HEIGHT. THE CHARACTER HEIGHT. 703.3 BRAILLE. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY � 703.E PICTOGRAMS. PICTOGRAMS SHALL COMPLY WITH 703.6. WITH 703.3 AND 703.4. 703.3.1 DIMENSIONS AND CAPITALIZATION. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. MINIMUM IN INCHES TO MEASUREMENT RANGE MAXIMUM IN INCHES DOT BASE � 0.059" TO 0.063" DISTANCE BETWEEN TWO 0.090" TO 0.100" MEASURED DOTS IN THE SAME CELL CENTER TO CENTER DISTANCE BETWEEN CORRESPONDING DOTS 0.241" TO 0.300" MEASURED IN ADJACENT CELLS CENTER TO CENTER DOT HEIGHT 0.025" TO 0.037" DISTANCE BETWEEN CORRESPONDING DOTS 0.395" TO 0.400" MEASURED FROM ONE CELL DIRECTLY BELOW CENTER TO CENTER TABLE 703.3.1 BRAILLE DIMENSIONS 703.3.2 POSITION. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" MIN. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS. FIGURE 703.3.2 POSITION FIGURE 703.4.1 HEIGHT OF TACTILE OF BRAILLE CHARACTERS ABOVE FINISH FLOOR 703.4 INSTALLATION HEIGHT AND LOCATION. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 703.4. 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX. ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 703.6.1 PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 703.6.2 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. 703.6.3 TEXT DESCRIPTORS. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 703.2, 703.3 AND 703.4. 703.7 SYMBOLS OF ACCESSIBILITY. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH 703.7. 703.7.1 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. 703.7.2 SYMBOLS. 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 703.7.2.1. 703.7.2.2 INTERNATIONAL SYMBOL OF TTY. THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH FIGURE 703.7.2.2. 703.7.2.3 VOLUME CONTROL TELEPHONES. TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES ON A SQUARE FIELD SUCH AS SHOWN IN FIGURE 703.7.2.3. 703.7.2.4 ASSISTED LISTENING SYSTEMS. ASSISTED LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH FIGURE 703.7.2.4. s!a!a �� sss■ =ltltt FIGURE 703.7.2.1 FIGURE 703.7.2.2 FIGURE 703.7.2.3 FIGURE 703.7.2.4 INTERNATIONAL INTERNATIONAL VOLUME CONTROL INTERNATIONAL SYMBOL OF SYMBOL OF TELEPHONE SYMBOL OF ACCESS ACCESSIBILITY TTY FOR HEARING LOSS 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES 707.1 GENERAL. AUTOMATIC TELLER MACHINES AND FARE MACHINES SHALL COMPLY WITH 707. 707.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305 SHALL BE PROVIDED. 707.3 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309. UNLESS A CLEAR OR CORRECT KEY IS PROVIDED, EACH OPERABLE PART SHALL BE ABLE TO BE DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION. 707.4 PRIVACY. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. 707.5 SPEECH OUTPUT. MACHINES SHALL BE SPEECH ENABLED. OPERATING INSTRUCTIONS AND ORIENTATION, VISIBLE TRANSACTION PROMPTS, USER INPUT VERIFICATION, ERROR MESSAGES, AND ALL DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY INDIVIDUALS WITH VISION IMPAIRMENTS. SPEECH SHALL BE DELIVERED THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT LIMITED T0, AN INDUSTRY STANDARD CONNECTOR OR A TELEPHONE HANDSET. SPEECH SHALL BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED. EXCEPTIONS: 1. AUDIBLE TONES SHALL BE PERMITTED INSTEAD OF SPEECH FOR VISIBLE OUTPUT THAT IS NOT DISPLAYED FOR SECURITY PURPOSES, INCLUDING BUT NOT LIMITED T0, ASTERISKS REPRESENTING PERSONAL IDENTIFICATION NUMBERS. 2. ADVERTISEMENTS AND OTHER SIMILAR INFORMATION SHALL NOT BE REQUIRED TO BE AUDIBLE UNLESS THEY CONVEY INFORMATION THAT CAN BE USED IN THE TRANSACTION BEING CONDUCTED. 3. WHERE SPEECH SYNTHESIS CANNOT BE SUPPORTED, DYNAMIC ALPHABETIC OUTPUT SHALL NOT BE REQUIRED TO BE AUDIBLE. 707.5.1 USER CONTROL. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED. VOLUME CONTROL SHALL BE PROVIDED FOR THE SPEECH FUNCTION. EXCEPTION: SPEECH OUTPUT FOR ANY SINGLE FUNCTION SHALL BE PERMITTED TO BE AUTOMATICALLY INTERRUPTED WHEN A TRANSACTION IS SELECTED. 707.5.2 RECEIPTS. WHERE RECEIPTS ARE PROVIDED, SPEECH OUTPUT DEVICES SHALL PROVIDE AUDIBLE BALANCE INQUIRY INFORMATION, ERROR MESSAGES, AND ALL OTHER INFORMATION ON THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. EXCEPTIONS: 1. MACHINE LOCATION, DATE AND TIME OF TRANSACTION, CUSTOMER ACCOUNT NUMBER, AND THE MACHINE IDENTIFIER SHALL NOT BE REQUIRED TO BE AUDIBLE. 2. INFORMATION ON PRINTED RECEIPTS THAT DUPLICATES INFORMATION AVAILABLE ON -SCREEN SHALL NOT BE REQUIRED TO BE PRESENTED IN THE FORM OF AN AUDIBLE RECEIPT. 3. PRINTED COPIES OF BANK STATEMENTS AND CHECKS SHALL NOT BE REQUIRED TO BE AUDIBLE. 707.E INPUT. INPUT DEVICES SHALL COMPLY WITH 707.6. 707.6.1 INPUT CONTROLS. AT LEAST ONE TACTILELY 0003 O7 ®gO EDACH RFUI NCTION UTNCO RER PROVIDED, BKEY SOURDFADCESOR ®0 © ®O NOT ON ACTIVE AREAS OF DISPLAY SCREENS, SHALL 7O®Og OOO BE RAISED ABOVE SURROUNDING SURFACES. WHERE OO® OO® MEMBRANE KEYS ARE THE ONLY METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNABLE FROM (A) (B) SURROUNDING SURFACES AND ADJACENT KEYS. 12-KEY 12-KEY 707.6.2 NUMERIC KEYS. NUMERIC KEYS SHALL BE ASCENDING DESCENDING ARRANGED IN A 12-KEY ASCENDING OR DESCENDING FIGURE 707.6.2 NUMERIC TELEPHONE KEYPAD LAYOUT. THE NUMBER FIVE KEY KEY LAYOUT SHALL BE TACTILELY DISTINCT FROM THE OTHER KEYS. 707.6.3 FUNCTION KEYS. FUNCTION KEYS SHALL COMPLY WITH 707.6.3. 707.6.3.1 CONTRAST. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES. CHARACTERS AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM KEY SURFACES. VISUAL CONTRAST SHALL BE EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. EXCEPTION: TACTILE SYMBOLS REQUIRED BY 707.6.3.2 SHALL NOT BE REQUIRED TO COMPLY WITH 707.6.3.1. 707.6.3.2 TACTILE SYMBOLS. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS: ENTER OR PROCEED KEY: RAISED CIRCLE; CLEAR OR CORRECT KEY: RAISED LEFT ARROW; CANCEL KEY: RAISED LETTER X; ADD VALUE KEY: RAISED PLUS SIGN; DECREASE VALUE KEY: RAISED MINUS SIGN. 707.7 DISPLAY SCREEN. THE DISPLAY SCREEN SHALL COMPLY WITH 707.7. EXCEPTION: DRIVE -UP ONLY AUTOMATIC TELLER MACHINES AND FARE MACHINES SHALL NOT BE REQUIRED TO COMPLY WITH 707.7.1. 707.7.1 VISIBILITY. THE DISPLAY SCREEN SHALL BE VISIBLE FROM A POINT LOCATED 40" ABOVE THE CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE MACHINE. 707.7.2 CHARACTERS. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE IN A SANS SERIF FONT. CHARACTERS SHALL BE 3/16" HIGH MIN. BASED ON THE UPPERCASE LETTER "I". CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 707.8 BRAILLE INSTRUCTIONS. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. BRAILLE SHALL COMPLY WITH 703.3. 708 TWO-WAY COMMUNICATION SYSTEMS 708.1 GENERAL. TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH 708. 708.2 AUDIBLE AND VISUAL INDICATORS. THE SYSTEM SHALL PROVIDE BOTH AUDIBLE AND VISUAL SIGNALS. 708.3 HANDSETS. HANDSET CORDS, IF PROVIDED, SHALL BE 29" LONG MIN. 902 DINING SURFACES AND WORK SURFACES 902.1 GENERAL. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. EXCEPTION: DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO COMPLY WITH 902.4. 902.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28" MIN. AND 34" MAX. ABOVE THE FINISH FLOOR. 902.4 DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE. ACCESSIBLE DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL COMPLY WITH 902.4. EXCEPTION: DINING SURFACES AND WORK SURFACES THAT ARE USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER SHALL NOT BE REQUIRED TO COMPLY WITH 902.4 WHERE A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A PARALLEL APPROACH IS PROVIDED. 902.4.1 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED, EXCEPT THAT KNEE CLEARANCE 24" MIN. ABOVE THE FINISH FLOOR SHALL BE PERMITTED. 902.4.2 HEIGHT. THE TOPS OF TABLES AND COUNTERS SHALL BE 26" MIN. AND 30" MAX. ABOVE THE FINISH FLOOR. 904 SALES AND SERVICE COUNTERS 904.1 GENERAL. SALES AND SERVICE COUNTERS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF 904. 904.2 APPROACH. ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 904 SHALL BE LOCATED ADJACENT TO A WALKING SURFACE COMPLYING WITH 403. 904.3.2 COUNTER. THE COUNTER SURFACE HEIGHT SHALL BE 38" MAX. ABOVE THE FINISH FLOOR. THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2" MAX. ABOVE THE TOP OF THE COUNTER SURFACE. 904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES I SHALL COMPLY WITH 902.3. 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. 904.4.1 PARALLEL APPROACH. A PORTION OF THE COUNTER SURFACE THAT IS 36" LONG MIN. AND 36" HIGH MAX. ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR FLOOR SPACE COMPLYING WITH 305 SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36" MIN. LENGTH OF COUNTER. 904.4.2 FORWARD APPROACH. A PORTION OF THE COUNTER SURFACE THAT IS 30" LONG MIN. AND 36" HIGH MAX. SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH 306 SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. 904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH 904.5. 904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY WITH 308. 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE 28" MIN. AND 34" MAX. ABOVE THE FINISH FLOOR. m U Z O J Q (n H ~ � � � � � Q (n � � W � � � ~ W � � � � N � CV Q o � a Professional of Record: DESIGN Are�ctu�ral Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 9803E (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ETH McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 0064E J m m �' ° � � m Q v f� 7 � ,� pl C N � om�°�aa � V •o amm°.8�o J �� J aomv° iiao a o v m mmmc o a3 � �.a�'� ° ^ ° °"' � ` �ii Um�vmm� � � � c � o• ��vrv°�a N � a co';�°mom c� ° @ o c t m o�oo°co ,^ Ito+, mvc V+ m a � m�o��E�c v c°'� omo � U C xNt y Y) 41 � cU� ��`� °� ��°vm UQC��V�� '.�vSo'o�vci4° O U�� ` �,� L� OCw V C �pU �-m I` �° 7 W 7 i0 m V vv� V v a° c�m�°rnav LL v o3°ovoo ® Q � d° � fA � U U W � L Ort+ L O m� m H a3 ° c� ami� o_ Z O N � � N m � �� m o z �� a `'� w �� Q o oo � � �� Q Qo o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 r0 00 vi � � O o N � � � w z z �� z� � o� � o � o N � (� z in �_ � Q � O O U N N z O � O � � � � O J Q U) O Z W Q O W � co W O (n U in � 0 d W A.D.A. DETAILS N 0 U W Z N �7 ►I�]-Girl REFERENCE SITE PLAN I scA�E: � "= Zo'—o" �E�ED I�0®TES MARK DESCRIPTION OF WORK �1 PROPERTY LINE, TYP. �2 PUBLIC SIDEWALK �3 EXISTING ACCESSIBLE PATH OF TRAVEL ® EXISTING SIDEWALK ❑ (PARKING SYMBOLIBLE PARKING STALL WITH PAINTED ACCESSIBLE I © (NEW DRIVE THRU WINDOW. SEE EXTERIOR ELEVATION (EXISTING ORDER HERE CANOPIES TO BE REPLACED. SEE SHEET SD4 ® EXISTING ENTER HERE GATEWAY AND PRE —BROWSE BOARD AND THEIR FOUNDATIONS TO BE REMOVED �g EXISTING CURBED ISLAND TO BE REMOVED AND REPLACED WITH ASPHALT PAVING TO MATCH EXISTING 1 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN THE CORRESPONDING AREA. 2. CONTRACTOR TO COORDINATE DISCONNECT OF ALL UTILITIES PRIOR TO ANY DEMOLITION. 3. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CITY AND COUNTY REGULATIONS. 4. CONTRACTOR TO PROTECT ALL PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. 5. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE ROUTE OF TRAVEL EACH DAY AND WHENEVER DEBRIS, DUST, ETC. BECOMES EXCESSIVE. 6. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES OF DEMOLITION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL DIMENSIONS SHOWN TO BE EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO DEMOLITION. VERIFY DEMOLITION WORK WITH NEW CONSTRUCTION AND INSTALLATION DRAWINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 9. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION, CONSTRUCTION IS TO BE SUSPENDED IMMEDIATELY AND MCDONALD'S PROJECT MANAGER SHALL BE NOTIFIED BEFORE PROCEEDING. 10. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER IN ACCORDANCE WITH OSHA REGULATIONS. U m z O Z J Q (n H ~ � �� m � � � (n !Y � W � d � ~ W � Q_ d � N � N_ Q o � a Professional of Record: DES I G 11 Architectural Solutions Graup 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 00646 J m � rt' O � � m Q v f� 7 � ,� q C N ° omvo�oa cn � m Svc 'o �' J mm��o ` � � o -° J a o` m v° ii a o � v m mmmc v o ° ^ a3��•a�'� °*' � ` � � ° ��i � Um�vmm� m N' _L °c @ � r 'A tt�°pmv°c �/+ � °�cc�aa�° � m�ov'vE�c v cv'� vmo v ° � x +� c mt y Y) U m � ��cmo``vm `V U C�� V� � :~ � � '09 p C � w O U�� ` U �� N� p� C � O U � m � �� aami �= E ♦+ vOva�vomc�i va�� a° V m a� c �� c o v�'+'m��o Q � ap> j O� U U �d � Opt mt � a3� °cam m� o_ Z ON >- pN m � � � m O z � � a `�� w �� Q �o o � � � Q o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N O m N O O o N � � � w z Z �� cn z� � o� (/� � N � o � (n z cn � J Q Q O N �, N z z � � � � O � � � Q O J Q U) O Z L� Q O W ~ Cfl W p cn U v� � O 0 Z w SITE PLAN N N U z it 0 z a a a M N N (.� 0 vi W 0 } m 0] O i 18 NOT USED 14 NOT USED SD4 NOT TO SCALE �� NOT USED SD4 NOT TO SCALE SD4 _ Mom- t2" -1 F-o va-yl •ttt j�t6 � 6'-�' -` 70" � � wf" yl NOSES�F1554 � GRADE 36 BOLTS MINIMUM O 1/2 HEIGHT LOCK NUT -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD AXIAL LOAD - 1560 LBS HEAVY HEX TOP NUT (GALVANIZED) PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER SHEAR FORCE - 2800 LBS OVERTURNING MOMENT - 15,800 LB -FT PLATE WASHERS PER -00 NOT CUT ANCHOR BOLTS AFTER INSTALLATION -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (FY MAXIMUMS AT POLE BASE MANUFACTURER (GALVANIZED) = 35K51) -HSS ROUND SECTION: ASTM A500 GRADE B (FY = 42KS1) HEAVY HEX LEVELING NUT (GALVANIZED) -H55 SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (FY = 46K51) �- _ Q - 1�� , GRADE 36, HOT DIPPED GALVANIZED �� ANCHOR BOLTS � -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR -NUTS: A563DH OR A194-2H -WASHERS: A36 ~ -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS ISOMETRIC VIEW � 4 `��w � -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER O [ SALE NT 7 � Q a � � -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. 2"x2"x1 /4" PLATE ��' -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. Q � EXISTING CONCRETE -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND ANCHOR BOLT PATTERN FGUNDATIGN a a B NTs EXISTING CONDUIT TO BE REUSED Q III FRAME b LAMP DETAIL CROSS SECTION A -A � . _ _ 4 4 ��JJJ��^\\\�� N°TES: -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY SCALE 3i 8 - t - O' f � [ ] S CA K 3� 8 � - t � O ` Q FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION 18" X 28" X 1 1/4" PLATE 11" X 11" X 5/8" PLATE 1 3/8" SLOTTED HOLES 3/4" HOLES a ELECTRICAL CONDUITS FED THR°UGH HGLE IN BASE PLATE 1 1/4" BOLTS C p 7/8" DOLTS � EXISTING CONCRETE Q Q FOUNDATION �- 1� � �Q fi _ M►'— tt "'� : � I O D � � � � T o 0� m O — 0 GRAPHIC Q�� _ � I � � j 1 C� �:F �," f(�. t -O� Base installed under permit EXISTING CONCRETE F°UNDATION O D _ �� 1 2019-0235. ►� tt- � PLATE DETAIL PLATE OETAII CONNECTION DETAILS C NTs CIS 20 DRIVE-THRU CANOPY SD� ,�T T� S�A�L � Y m U Z O J Q (n � � � U ~ m � � O � � � W � � � ~ W � � a M N � N � � � � � � � W Professional of Record: ;- DESIGN �: Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 05/07/24 Seal 00646 J m � � o 'd Q Z'�vv,�°crmi vvmy°mo'c cn � � m °vc •`+�° m m ° m �>> �, a J `La+;�mov o a°�vm�a��i° J ` v m m c ° o � a3N�a�a� v � c°�cN`mL�'c"'i m m �� vL m o � Ota O t~++U+t+° C �� 3 ° �L U C //� tLv°p°v°c m -v o �'v E � c C NL _ tl1 YL1 U Y1 yJ~cam°Cm UaC+O+�Um� U�++•N°NCB O ` �,a)C;�pwU� _ Y1 Q'O°NNO oo�raL`o�mo v a � o '; o� c m�3w v ° v ° °� o ® v` �,3 � .- 'C OJ C j U_ U a Q � � U ODD � � cc L O+L+�+'N�41 H a 3 w c +L+ a°i .L+ d z O N >- p N �-o' m w� � m z �� Q C(? � W � � Cfl � � Q � W Q � O O O � � � � � Q Q O O N O r� � �; 0 0 N � � �� W z z �� z� g � � � �_ cn � �_ � � � J Q � O O U cal r,, z � � o O � � o L" � Z w � 0 � I 1= U � � LL o O (n U � in � 0 z -.- ,- ' SD4 .• SITE DETAILS N N 0 RES May 07 CITY OF EI DEVELOPMEN DEPART M g J Q U W U 0 z Q 0 0 } m m 0 J Q 0 0 0 Q Z O U U w 0 d Q w EM®LITI®N �L®R PLAN KEYED N®TES 1. EXISTING FULL HEIGHT WALL TO BE REMOVED. 2. EXISTING FURNITURE AND DECORATIVE WALLS TO BE REMOVED. PATCH FLOORING AS REQUIRED. 3. REMOVE EXISTING ORDER AND PICK-UP COUNTERS. PROTECT EXISTING ELECTRICAL DATA. REROUTE AS REQUIRED FOR NEW SERVICE COUNTER LOCATIONS. SEE ELECTRICAL DRAWINGS. 4. EXISTING CUP HOLDER TO BE REMOVED. 5. EXISTING FIRE EXTINGUISHER TO BE RELOCATED. LOCATION SUBJECT TO APPROVAL FROM AUTHORITY HAVING JURISDICTION. 6. EXISTING FROZEN CARBONATED BEVERAGE TO BE RELOCATED. 7. EXISTING WORKSTATION TO BE REMOVED, COFFEE AND EQUIPMENT TO BE RELOCATED. 8. EXISTING COMBO SHAKE MACHINE TO BE RELOCATED. 9. EXISTING MCFLURRY TO BE RELOCATED. 10. EXISTING FRIDGE TO BE REMOVED, PRINTER, POS AND CREAMER TO BE RELOCATED. 11. EXISTING ROLLING CART TO BE REMOVED. r 12. EXISTING COFFEE TO BE RELOCATED, CART TO BE REMOVED. I 13. EXISTING BLENDED ICE MACHINE TO BE RELOCATED. 14. EXISTING SPECIALTY COFFEE TO BE RELOCATED. I I 15. EXISTING ABS TO BE RELOCATED. 16. EXISTING TEA AND CREAMER TO BE RELOCATED. 22 17. EXISTING BEVERAGE BAR AND EQUIPMENT TO BE REMOVED, PLUMBING TO BE CAPPED. 2 18. EXISTING DRIVE-THRU WINDOW TO BE RELOCATED, ENLARGE OPENING TO ACCOMMODATE. 19. EXISTING HAND SINK TO BE REMOVED, PLUMBING TO BE CAPPED. 20. EXISTING MCCAFE WALL TO BE REMOVED. ® � 21. EXISTING ORDER KIOSK TO REMAIN. 22. EXISTING STRUCTURAL COLUMN TO REMAIN. 21 23. EXISTING HLZ TO BE REMOVED, PIE MERCHANDISER TO BE RELOCATED. 24. EXISTING DECORATIVE WALL TO BE MODIFIED BY DECOR TO ACCOMMODATE NEW CONSTRUCTION. 25. EXISTING GLAZING TO BE REMOVED TO ACCOMMODATE NEW DRIVE-THRU WINDOW. � PR®P®SED FL®®R PLAN 5 21 I- _ � KEYED N®TES 24 �� CUSTOMER �- _ �� II�� I �� N i L�+�I 3 �� I � � � - � � SERVICE 3 1. NEW 3 -0 2-DRAWER WORKTOP FRIDGE WITH RELOCATED POS AND COUNTERTOP EQUIPMENT. j -----� I D I I III I � � 22 3,- 3,_6„ 3,_2„ 5,_0„ -� 3,_7„ 2. NEW SURFACE MOUNTED MENU BOARD (TYP), SEE DETAIL 6/A3.1. I � � IIII'I�I,�� I� `�`� 22 � � I � 11 �J 2 � 5 11 A3.0 A3.0 6 A3.0 N � 3 - 3. NEW FULL HEIGHT PARTITION. SEE DETAIL 9/A3.1. �---�-J � 4 Lr 1 n 8 CUSTOMER '� I � o 0 �I N > 12 ^� 4. NEW PRE -MANUFACTURED ORDER AND PICK UP COUNTER. �_i 0 I II 6 SERVICE 5. NEW MCDELIVERY COUNTER. �r �� 1 1�-�-�� I n � 1 � l � l I '�'�. � III I ` ` � F- I 16 I _ III. 3 � - 1- � I � 1 � �� C - � - Ir � � �1 u� o 11 I � � %� 9 0 s A3.0 4 7 4 6 22'-0" � 5 N 12 A3.0 - 8'-5„ 6. RELOCATED FIRE EXTINGUISHER. LOCATION SUBJECT TO APPROVAL FROM AUTHORITY HAVING JURISDICTION. IT - I I ��L 7 - I i i 20 I _ _ _ - I =J��L I I � � -I � �-- � � I I � I � � A3'�1 •---- 2 VIF __� � M 3 V.I.F. A3.0 7. NEW TILE TRANSITION LINE. _ ______ _ _ _ - -,-�l �l Tl � l � � -- 8. NEW HAND SINK, SEE PLUMBING DRAWINGS. --- I I I I 23 r-_�r =��T==1 � II I I _rl � I I I I � � I�-'-C� � � II jll U `� `� `� -- 1= - �iJ 1 1 I I II III `� --L - �-- � - � r � I 9. NEW AUTOMATED BEVERAGE MACHINE WITH TEA TABLE. � -� �I �rJi1---H II III �iC___-_� � II III �� O I I N � - I I 10. NEW 14"x30" 2-TIER ROA STAGING CART. II II 9 13 14 ��j I LI_ _ J I III \\�C-�-�-]-J " � " � 8 � � � I I 1 1. NEW 48" DIGITAL ASSEMBLY CART WITH FRIDGE. II j 11 19 I� -I� I 1 17 1° Ih�l 25 24 N o o 10 13 14 1 � I 15 16 I I I " I � � M i �� 17 18 �" J 12. NEW AMENITY STATION. 13. NEW BEVERAGE LANDING ZONE CART. _ _ �> 15 �7---�I_ � �� -___�-----------� 'r1 � �� rn 26 14. RELOCATED SHAKE MACHINE AND MCFLURRY. NEW DESSERT BUTLER AND I I �� -� I I J � � I �> BLENDER BRACKET. I a---- � ,-, ,-, I 1 _ m �J L_ �1ll i \\ 12 I I I i i i p p �I �_J I I I i I � 4'-0" � 15. RELOCATED FROZEN CARBONATED BEVERAGE. I III I \ � � I > - I � I 16. RELOCATED BLENDED ICE MACHINE. lk= -�==�- - - - �__-____��' 17. RELOCATED SPECIALTY COFFEE. 10 18 18. NEW FULL HEIGHT FRIDGE. 6'-9" V.I.F. 25 21 23 20 19 22 19. NEW 10'-0" CENTER ISLAND, WITH NEW POS AND COUNTERTOP EQUIPMENT. 1 2,_9„ 4,_0„ 27 V.I.F. V.I.F. 20. RELOCATED COFFEE, TEA, AND CREAMERS. �1 21.RELOCATED ABS. 22. NEW ICE MACHINE WITH NEW FLOOR SINK, SEE PLUMBING DRAWINGS. 23. RELOCATED DRIVE-THRU WINDOW WITH INFILL CONSTRUCTION TO MATCH EXISTING ADJACENT. 24. NEW HEATED LANDING STATION (HLS) AND RELOCATED PIE MERCHANDISER. 25. NEW CURATED VIEW PANEL. 26. EW DOOR SEE DOOR SCHEDULE SHEET A3.0. 27. NEW DRIVE-THRU WINDOW TO MATCH EXISTING. ��RT� N�R�� DEMOLITION FLOOR PLAN SCALE: 1/4"=1'-0" � PROPOSED FLOOR PLAN SCALE: 1/4"=1'-O" m U z 0 J Q (n H ~ � U � � m � � Q (n � � W � � � ~ W � � � � N � N_ Q o � a Professional of Record: DESIGN �� :��.� Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ETH McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 00646 J m m rt+ ° � � m Q v f� 7 � ,F pl C N ° omvo�oa � � •o amm°.��o J �� J ao`mv Sao a o v m mmmc o m3�E'B�a, ° ^ ° °"' � ` af1Dii Um�vmm� � � � � o• o � *, o� v c v,a N � o oo';�°mom c� ° @ o c t m o�oo°co ,^ Ito+, mvc V+ m a � m�o��E�c v c°'� omo � U C xNt y Y) 41 � cU� ��`� °� ��ovm U C�� V� � !�v�o'ao cam° O U=+' v�C �"� L� OCw V C �oU �-m I` �° 7 W 7 i0 m V vv� V v a° ��m�°rnav LL v o3oovoo ® Q � d° � fA � U U W � L Ort+ L O N� m H a3 ° c� ami� o_ Z O N � � N m � j� m o z �\ a `'� w �� Q O oo � � �� Q Qo O RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N O r0 00 vi � � O o N � � � w z z �� z� � o� v) � N � o � (n z cn � � Q � O O U N N z O � O � � � � O J Q U) O Z L� Q O W ~ CO W p (n U v� � O Z � °� 0 W ® DEMO AND PROPOSED FLOOR l� EQUIPMENT KEYED NOTES 1. RELOCATED POS PC STATION 2. RELOCATED PIE MERCHANDISER 3. NEW HEATED LANDING STATION - BAG & TRAY STORAGE (FRANKE 18012873) 4. NEW ICE MACHINE (MANITOWOC IYT1500N-263) WITH REMOTE CONDENSER (MANITOWOC JCT1500-261) 5. NEW MODULAR BEVERAGE CABINET - DRIVE-THRU - 120"W (FRANKE 18022153) 6. NEW TABLE, BDAP 2-DRAWER REFRIGERATOR (FRANKE 18024885) 7. NEW CONVERTIBLE WORKTOP REFRIGERATOR/FREEZER (FRANKE 18021304) 8. RELOCATED COFFEE BREWER 9. RELOCATED COFFEE WARMER 10. RELOCATED CUP LID HOLDER 11. RELOCATED SWEETENER DISPENSER 12. NEW POS - KVS MONITOR (BY OWNER) 13. RELOCATED SYRUP PUMP RACK �� 14. RELOCATED CREAM DISPENSER 15. RELOCATED TEA DISPENSER 16. RELOCATED ICED COFFEE DISPENSER � 17. RELOCATED OJ DISPENSER r -�� U '_ ', ,_ � • 27 18 21 a � 20 22 23 r 24 �!L ��ii �i PROP®SED EQUIPMENT FL®®R PLAN I SCALE: 1/4'°=�'-o°' I �� 18. NEW BEVERAGE LANDING ZONE CART (INTERMEZZO MCD-CBB) 19. RELOCATED AUTOMATED BEVERAGE SYSTEM 20. RELOCATED SHAKE MACHINE 21. RELOCATED MCFLURRY BLENDER 22.RELOCATED FROZEN CARBONATED BEVERAGE 23. RELOCATED BLENDED ICE MACHINE 24. RELOCATED SPECIALITY COFFEE 25. NEW REACH -IN REFRIGERATOR -SINGLE WIDE (TRAULSEN G10000-032-MC1) 26. NEW HAND SINK (ADVANCE TABCO 7-PS-61) 27. NEW 14"X30" 2-TIER ROA STAGING CART (INTERMETRO MCDROA-1430) 28. NEW 30"X48" DIGITAL ASSEMBLY CART WITH FRIDGE (INTERMETRO MCDDAC-48) WITH CONVERTIBLE REFRIGERATOR/FREEZER (FRANKE 18021304) 29. NEW ABS TABLE (FRANKE 18017785) WITH: 29.1. NEW UTILITY CHASE - ICE MAKER ON ABS (FRANKE 18005838) 29.2. AUTOMATED BEVARAGE SYSTEM - 2.0 (IMI CORNELIOUS 621058590) 29.3. SLIMLINE ICED BEVERAGE DISPENSER (BUNN-O-MATIC TDO-N) 29.4. SLIMLINE ICED BEVERAGE DISPENSER -SHORT (BUNN-O-MATIC DO-N-4.0 LP) 29.5. SLIMLINE BEVERAGE STACKER (FRANKE 18003439) 29.6. ICE MACHINE - 1000LB (MANITOWOC IB1094YC) 29.7. ICE MACHINE REMOTE CONDENSER - 1000LB (MANITOWOC CVDT1200) 29.8. POS - KVS MONITOR (BY OWNER) � Y m U z O J _o (n � > U m ~ � � O Ln � � W � a � ~ � W d a � N � N p o � aW Professional of Record: DESIGN �;_.� Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMAN DA MART N PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ETH McCRACKEN STATE OF WASHINGTON 05/0�/24 S ea I 00646 J � � +L' O � Z' �v °w N c ° -v � o � . � � a°av ��>> �, J c �a��vv 'o a � v B �. J o-��ao ° o c-°mom^�c v m3��6 m ° � ^ � ° °� � ` a�ii y;, U� � r�-imm v��oc�� o �/� o oo3co°rna � � `� ° O � � � rs�Opmv°c N � °��ma ° c c +� � -v o �'� E c � °m�cm=o � cU� �`�� *'� ��°°� my m v ��°m°�� +a4Ct�p�UC 'CO V �-m ♦+ o o7°vOmc3i c v a V o .3,�� c m•-,��i � o ® B o3°v6°� v�+,m�-v�o Q � � ao�vm�o B�`oo�ms � � a3w c� v+� o_ z ep N � Q N m � � � m � z � � � � Q \ W Q W � � � Q I- O 0 RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT (V O Q� N O o N � � � w z w �� z N � o � � o Qo (� � � N � (n z (� � J Q � O (V �, (V z z�� W 0 0 � � U Z � � �o ~ I_ (� 0 � LLI W � O p cn O co cif � 0 Z W EQUIPMENT FLOOR PLAN N U z Q a 0 z a a a M N 0 N 0 g J Q H U W H 2 U Q 0 C7 z Q 0 o_ } 00 00 O J t O �_ N 2k 0 Z 0 0 LD M N N 0 U O 0 0 0 Q z O 0 U U w O a w a DE ®LITION REFLECTED CEILING PLAN KEYED N®TES 1. EXISTING SOFFIT TO BE REMOVED. 2. EXISTING HVAC GRILLES TO BE RELOCATED, TYP. 3. EXISTING BEVERAGE BAR HEADER TO BE REMOVED. 4. EXISTING BULKHEAD /VALANCE TO REMAIN. 5. EXISTING MENU BOARDS TO BE REMOVED. 6. EXISTING CEILING TILES AND GRID TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. 7. EXISTING LIGHT FIXTURE TO BE RELOCATED, TYP. 8. EXISTING LIGHT FIXTURE TO BE REMOVED, TYP. 9. EXISTING CAMERA TO BE RELOCATED, TYP. I -� I I 10. PORTION OF EXISTING OVERHEAD VALANCE TO BE REMOVED. I � � 8 I \Jl \Jl I � \mil -� � � � I �� I I 0 I I I I I I I I I I I I � (C�- T- T- T- T- T---T---T---T---T--(CST--- I I I I I I I I I I I I \J� I I I I I --I C I I I I I I I I I I I I I I I I �---�---�---�---�- I i I 1 1 1 I I I �---�---- I I I ail I I I� J� X I; J� I I I; J� I I I� �� I I I I I I I I I I I I I I I I I I I I I O O O O O I I I I r-Ir---Ir---Ir---Ir---Ir---�---�r---fir---fir---fir--� I I I I I I I I I I I I I I I I I I I -T---T--- I I I I I I I I I I I I I I I I I I I I I I ---+----�-L---L---L---L---L---L---L--- — L_J—�---�---- I I I I I I I I I �-� �� I I I I 1 X I 8 If �� X � I I I I I I 1 I I 6 I I I I I I I � �_ I -T---T---+- +----�-L---L---L---L---L---L---L�� L-}�---�---- --I I I I I I I I I I I I I I I I I I I I I ail I I I I I I I I I I I I I I� �� I I I\ �� I I I I I I I I I I I I I I I I I I -T---T--- I I I I � --- � --- � --- � --�- � --- � --- � --- � --- � --- � --- � --- � --- � ---L-� �--- I I I I I I I I I I I I I I I I I �--- I pp Oo Oo Oo I I -T---T---+---+---+---t-�-L---L---L--- I I I I I I I I I I I I I I I I I I I ---L---L---L--- — L_J-�---�--- I I I I I I I I I I I I �� I I I I I I I I I I I I I I 6 1 I I � X � I I I I I I I I I I I I I I I I -�---�---�---r-�_ L---1-------L---L--- �---1--}�---�--- --- I I I I I I I I I -� I I I I I I I ��1 I I �X I I I I I f� 1 1 I I I I� I I I I I � �� I I J� �'' L---L---L---L---L ��L---L---L-��---�--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 I I I I I I I I I I I I I I I I I -��C�--�---�---r-�-L---L---L---L---L---L---L---L---L---1--}�---�---- -� I I I I I I I I I I I I I I I rn I r-----TIT---IT---IT-� ��---H III I I III I I � `Jl I fit_—_rt---+-� I I I I I I I I I I I I I I I r� I I I I I I I I I I I I I I I I I I�I I �t--LJ--1---1---1---1---1---1---1---1---1--�-I- -�---- I I 6 �� I I I I I I I I I I I I I I I I� I III I I -�I�---I+ I ��---+-� I I I I I I I I I I I I I I I I I I I I I I I I I I I �� I I III I I � `�� I I I I I I I I I I I I �t-�-L---L---L---L---L---L---L---L---L---L-��---�---- `-�---� I I � 0 0 2 � I I I �-I -I+ I I I I I I �-�---�---� �-�---�---� �-�---�-� �t -t -+-� I I I \�� I I I \�� I I I` J1 I I I I PR P S E D R E LECTE D II I I I I I I I I ;11 � I I $ I r� I I I I- I I I I I I I I I I -- I I ��I I r� rt rt---rt---rt---rt---rt---�---�---�---�--- i--- I i---- ° II I I I �-I----I+ I I I `� I I �I I I I I I I I I �t--- -� I I I CEILING PLAN KEYED N®TES I I I I I I I I I H i �� i i i i X r��---rt---rt---rt---rt---rt---� 6�---�---�---�---�---- II I I I I I I I I I I I I I I I I I I I g 3 �-I----I+ �� lJl �t--- -� I I I I I I I I I I I I I I I I I I I I I \mil I 1. NEW SEISMIC ACOUSTICAL CEILING TILE: 24" x 24" x 5/8" I I I I I I I I r� I I II I O I I I I j �'..JI I I I I 9 I 8� _1=== 1= I I I �� i i I I � I � l— �7 I I I X A3.1 0 0 5 4 � � � �—I----I+ H I I I �t--- ---+—� —1 � I I I I I I I ��h I I I I I I I �---�---�--- I TEGULAR EDGE GRID: DX/DXT 15/16" EXPOSED TEE SYSTEM, �� I I �� I I II I I I 16 I r �---rt---rt-- �crt---rt---rt---rt---�---�---� I I I I I I I �I I I I I I I I I I C - AS INDICATED BY SHADE COLOR TO MATCH EXISTING TILES. SEE DETAIL 16/A3.1. fi-I ---I� I I I 5 1 1 4 I I I I I L--�_—J �� H+ --t-- -� I I I I I I I I I I I I I I I r� I I I I I I I I I I I I I I I I 1 I I�I I ��__��__��__��__��__��__��-��,--�---�---�--- i--- �� I I I I I I I I I I -- I I I I I i--- 1 2. RELOCATED LIGHT FIXTURE, TYP. I I I �_r___ __� I ==�r___r___�___�___�___�___�___�___�___�� I I I I I I I � 8 I -- I � � r�� r�� t---+---+--- � �� I I 3. NEW VALANCE ABOVE, SEE DETAIL 2/A3.1. �� I I r-t---t---rt- I I LuJ I I LuJ I I LuJ I I' I I I ---+---+---+---+---+---+---+— I I I 8 OO 4. NEW ORDER READY BOARD, CENTERED ON PICKUP COUNTER. PROVIDED BY McDONALD'S AND INSTALLED BY GENERAL 4 I II I I I 1 3 I I I �---�i�---�---- CONTRACTOR. I LL---�---�-----1-- 1----1---�— I I I I N � I i---T___T===T-----T--- i --- i = I ; J� I I I ; J� -------- 5. NEW GOLD UNDERSCORE CEILING PANEL BY DECOR. 3 ;n > I II I I �� I I �� I �---�---�---�---- 10 II I I ��- X �� I I �� I I I I I �---�---I 6. RELOCATED HVAC GRILLE, TYP. I L---�---� I II I I I I I I I I I I I 7. RELOCATED CAMERA, TYP. III I I I I I I I�---�---�---�---- �_ _�___�_—_—_—_—_— �1====1===-J11 I � 8. NEW 2'x4' LIGHT, TYP. N®RTI� NRT�I DEMOLITION REFLECTED CEILING PLAN SCALE: 1/4"=�'-o" 1 PROPOSED REFLECTED CEILING PLAN SCALE: 1/4"=�'-o" 2 � Y 0o U z 0 J Q (n ~ � � � U m � W � � o � � � W � a � ~ � W a a M N � N 0 c� o a' a Professional of Record: DESIGN Are�ctu�ral Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 05/07/24 Seal 00646 J m � *L.' p � � m Q v °�°�'v°�oo � � � a°av ��>; �, J � � amp �v v o � a°��°ai�m°c o v m m vm3��Q�a� o � .. � o��a cUm�ommm m t m• o ��,U�vcv,a N cv a m � U O 0•3�v � C c�o�� rto°pmv°c �°cc�a v �'C O �QA E�j C C o v o*' x� ° ��°°� U C�� U� � o'm v c � O � ++ C ��a4 C� �w U C 'COO �—m � �� a� �z E I- C07COD7��V V o ao v� � av � � mew � 3 °�0�30� � 3 v � � ® pp�� p 7� U a Y/ N m V �a��+��•Zm � H a3w c� �� o_ z O N m p N � W � 3 Q \ Q Q O O O � � � � � Q � O O RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 rn 3 M� in ^W I � O o CV � � � w z Z �� z c� � o � (%� � � Q O � N 0 � z in � � 0 Q O O U N z � � � N � � � � OI I` 0 � LLJ W O � (n U (n � O 2 W DEMO AND PROPOSED RCP N P:\SEA\PROJECTS\MCDONALDS\00 SAO\MCD22348 EDMONDS #2, WA (SAO+LOBBY)\01 DRAWINGS\01-ARCHITECTURAL\06 - A4.0 -EXTERIOR ELEVATION - EDMONDS, WA.DWG 5/7/2024 3:17 PM AMANDA MARTIN o� SHEET N0. TITLE DRAWN BY PREPARED FOR: ©201 7 McDoncld's USA, LLC � REV DATE DESCRIPTION BY McDONALDS NSN �20783 mo< D�° � � � rn AMARTIN � � McDonald s USA, LLC Q O � N � D m m � � � � � � � D �. � � r o z � � z o a � � � o 11/03/23 PERMIT SUBMITTAL CK STD ISSUE DATE 0 4/19/24 POST REVISION '� o EDMONDS 2 m O � � 10,26,22 ® � � � D z (zJ D z � � o = _ = � � These drawings the 0 � � �m/� -PERMIT mom° N BY � � DESCRIPTION Z m o ��z � O REVIEWED and specifications are confidential and proprietary of McDonald's USA, LLC and shall not be copied or reproduced � � � � � rn = n � � D � � p < � '� cfl � V � �' m SAO c � Iv � � AMARTIN property The Dn � � � D Q�� - m z � o �� o � ® CONSTRUCTION DOCUMENTS � without written authorization. contract documents were prepared for use on this specific site in conjunction with its issue date and are \ v> n � � n _ � m n n �_ D � z � � � o D m _ � � Q DATE ISSUED � rn � c � m � � D � � 10�26�22 not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another requires the '� � n � � p z � z � � o � o m Z " � project m � � rn � S/TE ID SITE ADDRESS Z I��_ / `�" services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another is not authorized. o � Z N V 046-0523 21420 HWY 99, EDMONDS, WA 98026 project � o MCD22348.0 Z a Q 0 z a M C7 0 vi J w 0 0 O LL V 0 (n �I O O NI N J H U W H 2 U O (.� Z_ 0 0 } DO DO O J t O a Q N 0 Z O 0 W W V M N N 0 U O 0 0 0 Q z 0 0 U H U W a a w a 18 NOT USED 14 NOT USED SD4 NOT TO SCALE �� SD4 NOT USED NOT TO SCALE SD4 _ I•- �2" +I �'7 '�•'�I ••AI j/16 6'-9- '�' �^ '� F� `�' � .o N01ES: �A _ -USE F1554 GRADE 36 BOLTS MINIMUM 0 I I 1/2 HEIGHT LOCK NUT -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD AXIAL LOAD - 1560 LBS HEAVY HEX TOP NUT (GALVANIZED) PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM 7HE SIGN/LIGHTING MANUFACTURER SHEAR FORCE - 2800 LBS OVERTURNING MOMENT - 15,800 LB -FT PLATE WASHERS PER -DO NOT CU7 ANCHOR BOLTS AFTER INSTALLATION -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (FY MAXIMUMS AT POLE BASE MANUFACTURER (GALVANIZED) = 35KS1) -HSS ROUND SECTION: ASTM A500 GRADE B (FY = 42KSI) HEAVY HEX LEVELING NUT (GALVANIZED) -HSS SQUARE/RECTANGULAR SEC110NS:ASTM A500 GRADE B (FY = 46KS1) � �� \" __ _ �'� 4 1" 0, GRADE 36, HOT DIPPED GALVANIZED ��• ANCHOR BOLTS -CONNECTION BOLTS A325 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 -REINFORCEMENT: GRADE 60 - BY GENERAL CONTRACTOR y � -NUTS: A563DH OR A194-2H -WASHERS: A36 7W. -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS �,��►ME T IC YIE� d � � ° 4 am a -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER O � LA LE N1 S - � � W � � � -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. 2"x2"x1 /4" PLATE I�• -DO NOT CUT ANCHOR BOLTS AFTER INSTALLAl10N OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. '� � 4. - ° EXISTING CONCRETE -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND FOUNDATION ANCHOR BOLT PATTERN a a B NTS d EXISTING CONDUIT TO BE REUSED 4� FRAME 8 LAMP DETAIL CROSS SECTION A —A � • " � 4 � 4 NOTES: -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY SCALE 3�8� - t-O" St�LL 3�8- - �-�� 4 FROM THE SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION 18" X 28" X 1 1/4" PLATE 11" X 11" X 5/8" PLATE 1 3/8" SLOTTED HOLES �/�" HOLES 4 NL BASE PLA ONDUITS FED THROUGH HOLE 1 1/4" BOLTS C J/8" BOLTS Q EXISTING CONCRETE 4 _ Q FOUNDATION p^ aV -� 4 4 �� tip � O � fi T •oT O � o �1 AcPHIC QEI�IL I 11 � � � i CGrR x�` �/� � t'0� Base installed under _ a EXISTING CONCREFE FOUNDATION O D I `•' permit 2019-0235. �—tt- -� PLATE DETAIL PLATE QETAII CONNECTION DETAILS SCALE t�2 = �'-o~ sCA�E t�2 : r-o- A C NTS NTS 20 DRIVE—THRU CANOPY SD4 NOT TO SCALE � Y 0o U Z O_ J Q (n ~ � � U m Q � � � W � W � ~ � W � a M N � N �p C'7 O � a Professional of Record: 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 0 5/0 7/24 Seal 00646 J m � *L.' p � U 41 Q � ov�•vo�oo � � � a°av �•�>; �, J � � amp rev v o � a°�•°ui�m°c o v m m vm3��'Q�a� o � .. � o��a cUm�ommm � _t di• 0 i� �, V �, c vl N c •v � m � U ° °•3�v C c�O�+L+ r t 0�° C y V �occ�a v �vo�mE�c v o v o*' x� o � CU�U�mt� .�°-��cmovm • � � U C�� U� � :~ � � •OD v c � � OU � ++ c ��a4 C� �w U C 'v0° �—m � �� a� �z E o ao V ° � � av o � mew � ; c� c m•3,��i � ;o��pp0�� o � ® �� j•� U_ U Y1 y � H a'3w c� �� d z O N m p N � � 3 Q � W Q Q � O O � � � � � Q � O � � RES U B May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 00 00 CV o �""� W z z �� z c� � o � (%� � � Q O �_ N � � � 0 Q O N z o�� oW�o o" �� 1` � LLJ � (n U (n � O 0 z 1 CANOPY PULL FWD N 0 DOOR SCHEDULE MARK DOOR FRAME MATERIAL SIZE TYPE MATL SIZE 1 KITCHEN ENTRY 3'0"x7'0"x2" D H.M. SEE NOTE 1 , 2 GENERAL DOOR NOTES: 1. GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE REQ'D BY LOCAL CODES, SEE SHEET A1.0 2. DOORS, DOOR FRAMES, & HARDWARE SUPPLIED BY: UNIVERSAL MANUFACTURING 1-800-821-1414. 3. SEE ELEVATIONS AND WALL SECTIONS 4. ALL INTERIOR SOLID CORE WOOD DOORS TO HAVE A LAMINATED FINISH, AS INDICATED PER DECOR DWGS. 5. DOOR LAMINATED FINISH - "WILSONART DOVE GREY" D92-60- FORMICA LM11 MYRIAD RIBBONWOOD. DOOR TYPES B DOOR HARDWARE GENERAL NOTES: 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 2. THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. 3. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. 4. (E) EXITING DOORS AT DINING AREA SHALL HAVE WORKING PANIC HARDWARE. 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. DOOR �2 -KITCHEN ENTRY 1. 1 EA HINGE 780-112HD 83" ALUM HAGER 2. 1 EA CLOSER 1461 RW/PA ALUM LCN 3. 1 EA LOCK ND80PD RHO 626 SCHLAGE 4. 1 EA ELEC STRIKE 6211 24V DC FSE US32D SCHLAGE 5. 1 EA PWR SUPPLY PS902 SCHLAGE 6. 1 EA DOOR BELL BSV-24P SURFACE MOUNTED 7. 3 EA PUSH BUTTON 621-RD-DA HDP 626 SCHLAGE 8. 1 EA TREADPLATE 24 X 34 UMCO 9. 1 EA VIEW FRAME LFRA100 6 X 27 DKB N.GUARD 10. 1 EA GLASS 5 X 26 X % UMCO 11. 1 EA PANIC 9975E0-LD 36" SP28 V.DUPRIN OPTION 1: ORDER 4" CONDUIT SLEEVE READY THROUGH VALANCE WALL TO BOARD ALLOW FOR PASS THROUGH OF DATA CABLE. PROVIDE � BUSHING ON EACH END OPTION 2: JB WITH ONE (1) 2 1 /2" CONDUIT TO ABOVE CEILING WITH BUSHINGS FOR DATA CABLES II _ II =e ees II $ee ee$ �I geo -------, L--- r_________� L�______�, L�_______�J, I L�_______ o___--000 II ee_____Oe� �I ee---__e II II SURFACE MOUNTED 4X12 LOUVER TO EXHAUST INTO KITCHEN. GC TO PROVIDE (1) LOUVER PER DMB. CENTER AROUND STUD SPACING. 7 A3.1 CT B/ CEILING SEE RCP T/FINISHED FLOOR McDELIVERY ELEV. + 0'-0" QUARRY TILE COVE BASE ALT: SCHLUTER DILEX-AHK NTER OR ELEVAT ON FIN SHES 1/2'CA1E-p" 9 INTERIOR ELEVATION � 1/2'CA1E-p" I (1 1)I INTERIOR ELEVATION 1 /2,CA1 E�0 12 �� SOLID CORIAN SURFACE AT AI CUSTOMER-EXf SIDES. COLOR: OR "RICE PAPS COORDINATE W DECOR DRAWIN 1 " ADX PLYWO SUBSTRATE-VE W/COUNTER T( MAN U F. FRP FINISH 0� KITCHEN SIDE (3) 2X6 TREAT SILL PLATE - ANCHOR TO FL W/ 3" SHOT F 7/32" DIAMETE ® 48" O.C. z I N LL LL Q c� w ._. QUARRY TILE FLOOR I .SEE DECOR FOR FLOOR TILE 34" HEIG MULTIPLE TRANSACTION STATIONS MINIMUM RESTAURANTS AND FERIAS. MINIMUM MULTIPLE TRANSACTION TERS. A SINGLE COUNTER CONTAINS MORE THAT ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%, BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 3'-0" LONG AND NO MORE THAN 28"-34" HIGH. PICK-UP COUNTER SECTION DETAIL � 1,5�1� o» � (5�� COUNTER REQUIREMENTS � 1/4'�A1E-0" � (1)� 0 iV \ ______�_ _ FRONT COUNTER — — — — — — �� FURNISHED & INSTALLED I II BY DECOR VENDOR I II I I� I II I II I I I II I I� I II I I I � J� I REMOVABLE LAMINATE I KICK PLATE DINING ROOM TILE QUARRY TILE MODULAR FRONT COUNTER SECT ON � SCALE: 1 "=1'-0" ALL ELEMENTS OF DELIVERY POD INDICATED BY DASHED LINES TO BE ORDERED BY CP & INSTALLED BY GC MATCH (E) KITCHEN FRP WALL FINISH HEADER; BY GC FINISHED WALL BEHIND PICK-UP CREW SIDE DELIVERY PICK-UP; BY DECOR 2'-2„ QUARRY TILE DINING ROOM TILE CT A 6/I I SNTSE• I\2 'I REMOVABLE I LAM KICKPLATE; J� A BY GC I i� MCDELIVERY SECTION I 1SC1LE�0„ I �� KEY NOTES CG KNEE WALL BY G.C. A ** COORDINATE ALL FINISHES WITH McDONALD'S ACM PRIOR TO INSTALLATION PERFORATED PANEL AND SUPPORTS BY DECOR. COR 1 /2" CORIAN CAMEO WHITE A COR 1/2" CORIAN DEEP TITANIUM B CP DARK CURATED VIEW PANEL: COLOR: WILSONART - STEEL MESH 4879-38 LIGHT CURATED VIEW PANEL: COLOR: WILSONART - FASHION GRAY D381-60 NOTE: GC TO RECEIVE CURATED PANEL MOUNTS FROM S&D VENDOR CT DARK: PORCELAIN WALL TILE: EUROWEST B COLOR: NOIR 4"x12" PATTERN: STACK BOND GROUT: MAPEI - 47 CHARCOAL -JOINT TO BE ks" MAX. LIGHT: PORCELAIN WALL TILE: COLOR: UNI GRIGIO PATTERN: STACK BOND GROUT: MAPEI - 77 FROST -JOINT TO BE �s" MAX. COORDINATE WITH THE McDONALD'S AREA CONSTRUCTION MANAGER FP 2X STUD PARTITION C� 16" O.C. KITCHEN SIDE LAM DARK LAMINATE: COLOR: MARLITE S - 807N SMOOTH BLACK LIGHT LAMINATE: COLOR: MARLITE S - 490N LIGHT GRAY LAM ON 3/4" PLYWOOD AT RECESS AND BEHIND BRACKET AND AT RECESS A 2X BLOCKING � 16" O.C. AT RECESS Lp,M WHITE PLASTIC LAMINATE B LAM LAMITECH GRAPHITE K MATTE FINISH C LAM 2X STUD PARTITION C� 16" O.C. DINING SIDE D PEERLESS SMARTMOUNT PORTRAIT WALL MOUNT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CENTER WITHIN NICHE. LAM MCDELVIERY UNDERSCORE, LAMITECH GOLDEN E LAM BASE BOARD, FORMICA COMPACT LAMINATE MATTE BLACK F SCH DARK SHLUTER: 1/2" QUADEC TRENDLINE COLOR: TUSCAN PEWTER LIGHT SHLUTER: 1 /2" DECO COLOR: SATIN ANODIZED ALUMINUM m U Z O_ J a (n I- � � � � � � 0 � C� ^w^ LL NG L.L W � � d M N � N 0 o rn a Professional of Record: °�� . DESIGN �� Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 05/07/24 S e a I 00646 J m � �' o 'O � m v f�7� wyCN v�i � a °`vco�O`o � •c aav m•�ii� Ja m ��>> =o a � a o � �, J� o my � ao v �•a� o ^ a3 q c � � v ° {"� ` fn � Om�1C I\ c ONNN� m +� m o �°�vrv°tea N � � Oo'3�,0�� c� v @ O c t m oc;'iaooco 'A �tv� mvc V+ ° aa� v c c� � m�0�•C1E�'jc v C °•C v 0 0 v o*' x� m c m m � o��cm`o`vm U Q C�� U� � �+' 09 v � C1� U O � c M OD L� o� U C �oU �—y ♦+ v ovmvomc�i V p a � o •3 o�c�•3'~v ° 3°06°+ o v�'�m��mo U_ Q �Nq a° � N � U W � L O��aN�N H a3 ° c� �� o_ z ON >- pN m� �� m oz �� a `�� w �� Q �o � � � � Q Q o � � o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N O rn r� DD o � z O N � o � w z w �� (n � � � z� � o � o � o N � (n z cn � � Q � O O U N N z � � O � N o 0 Q� O O � � � I� � LL_I Q Ul U (n 0 z W `� ARCHITECTURAL DETAILS N U NOTES: STRUCTURAL MEMBER OR STUD SPANNING BOTTOM 1. ALL VERTICAL HANGERS AND SEISMIC 3. ALL MAIN AND CROSS RUNNERS, CHORD AT 4'-0" O.C. BRACING TO BE ATTACHED WITH 4 THEIR SPLICES AND INTERSECTING SIMPSON STRONG -TIE � � TWISTS IN 1 1/2" LENGTH (TYP.). CONNECTIONS SHALL BE ADEQUATE "HTC4" AT 48"O.C. (4) 16d FN TYP. EA. END. TO RESIST 72 lbs. IN TENSION. CONTINUOUS DBL 2X 2. SUPPORT EACH LIGHT FIXTURE TOP PLATE. INDEPENDENTLY OF CEILING GRID �� WITH (1) #12 WIRE AT TWO CONTINUOUS 2x FIRE BLKG. CORNERS DIAMETERGONALLY ACROSS LATERAL BRACING TO �� STOPPING AT CEILING LEVEL STRUCTURE ABOVE AT (TYp), FROM ONE ANOTHER. 4'-0" o.c. CEILING AS 1/2" GYPSUM BOARD. SCHEDULED MAXIMUM HEIGHT 2X6 AT 16" O.C. AT MATERIAL SIZE SIM. COND. CONT 2x PTDF #2 SILL 1 1 /2" BLACK [ 1 1 /2" X 9/16" LEGS, .062 2'_9" WITH SIMPSON .145"D PDPW WALL BOTTOM 12" OF BACKUP SHOT PIN AT 16" O.C. 1 1 /2" DBL 1 1 /2 X 1 1 /8" OVERALL, .062 �� 3'-7„ TO BE CEMENT BOARD BLACK CRC WALL - MINIMUM 1/2" ABOVE 3/4" SLAB. FLOOR AS O 1.05" O.D., .113 WALL 5'-6" CHEDUL D DIAMETER PIPE a° 1 " O 1.315" O.D., .133 WALL 7'-0" DIAMETER PIPE 1 1/4" O 1.66" O.D., .140 WALL 9'-0" DIAMETER PIPE 12 GAUGE VERTICAL HANGER AT 4'-0" O.C., ATTACHED TO TRAPEZE AT OBSTRUCTIONS. USE BACK TO BACK 1 1/4" COLD ROLLED CHANNELS FOR SPANS GREATER THAN (4'-0") FOR ATTACHMENT ABOVE. SEE CONNECTIONS BELOW. ,�i�7�I�:7�.�.yNP►E.��:i��l NTERIOR PART T ON SNTSE: 2x BLOCKING FOR CONTINUOUS TOP PLATE + + FASTENERS 45° i i 12 GAUGE HORIZONTAL SEISMIC (E) TJI ® 4'-0" RESTRAINTS SPLAYED 90° FROM o.c. (4) #s scREws MAX i i EACH OTHER AT 12'-0" O.C. BOTH +` CONTINUOUS 2x FIRE BLKG. I WAYS TO WITHIN 6'-0" OF WALLS 2x4 LATERAL BRACING + + STOPPING AT CEILING LEVEL I i FOR ATTACHMENT ABOVE. SEE TO STRUCTURE ABOVE AT �� (TYp), II CONNECTIONS BELOW. I I 32" O.C. CEILING AS I I CONTRACTOR TO VERIFY WITH 1/2" GYPSUM BOARD. SCHEDULED I McDonalds ACM BEFORE I INSTALLING. ARMSTRONG PRELUDE 2X6 AT 16" O.C. AT ML 15/16" EXPOSED TEE OR SIM. COND. EQUAL PRODUCT. CONT 2x PTDF #2 SILL WITH SIMPSON .145"� PDPW BOTTOM 12" OF BACKUP SHOT PIN AT 16" O.C. 12 GAUGE SPLAYED WIRE TO BE CEMENT BOARD BRACING PERPENDICULAR TO —MINIMUM 1/2" ABOVE EACH RUNNER 8" MAXIMUM SIB' FLOOR AS 2,, I FROM EACH END OR BREAK CHEDUL D WHERE OCCURS TO PREVENT a � a.a SPREADING. MAIN RUNNER. v1EMBERS. DIMENSION ��G R EATE��R22,,� THA71��` M CHORD. .E TIE, A ED SEISMIC VG WIRE. ;AL HANGER COMPRESSION STRUT CHART GER WIRES i TIGHT TURNS. ��.,,CING WIRES — 4 TIGHT TURNS. ATYPICAL SADDLE TIE /-� UP TO 8'-0" (1) 3 5/8" 25 GA. METAL STUD 8'-0" TO 10'-0" * (2) 1 5/8" 25 GA. METAL STUD 10'-0" TO 15'-0" * (2) 2 1 /2" 25 GA. METAL STUD 15'-0" TO 20'-0" * (2) 3 5/8" 25 GA. METAL STUD * ORIENT STUDS PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) AND CONNECTED EVERY 12" ALONG THEIR LENGTH. 2"x2"WALL MOLDING HANGER WIRE � STABILIZER BAR POP RIVET —��%� 2 "� 3/4" MIN. bu O� O TEE PERIMETER HANGER WIRE SEISMIC SUSPENDED CEILING I NCT.S. I �� NTE R I O R PARTITI O N E SNTSE• �J (N) 2 BOARD �BIOARDVER 1/2" CEMENT ��II �I III � kill III Il ,III �(TYP)L MENU BOARD 1 i A3.1 cV PEERLESS SMARTMOUNT 3 1/2" UNIVERSAL FLAT WALL MOUNT; INSTALL PER MANUF. REQ'S 4" LOUVERED RE EXISTING ROOF STRUCTURE, TYP. MENU BOARDS 3/4'CA1 E-0" B/ TRUSS ELEV. VARIES ° O ° � 2x4 DIAG. BRACING C�? 48" O.C. 0 0®0 0 ORDER READY BOARD (ORBS WALL BRACKET MONITOf�� 8 BRACKET a CLIPS TO ACCESSORY SYSTEM 1 INSTALLATION MOUNTING SUPPORTS SURFACE MOUNTED MENU BOARD WALL BRACKET * SECURE TO STUDS OR 3/4" PLYWOOD BACKING * FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS CONT. 2x6 2x4 VERT. STUDS © 16" O.C. CEILING AS SCHEDULED TO ALIGN WITH EXISTING ADJACENT CEILING. F.R.P. OVER 1/2" PLYWD. EXTEND 6" ABOVE CLG. LINE B/ SOFFIT 6'-8" A.F.F. NEW VALANCE —ALIGN WITH NEW DIGITAL MENU BOARD WALL CONT. 2x4 PLATE TAL MENU BOARD ;TRAIT WALL MOUNT - COORDINATE INSTALL WITH lUFACTURER'S INSTALLATION REQUIREMENTS. BLOCKING C� 16" O.C. OVER 1/2" CEMENT BOARD PSON POPA SHOT PIN C�48" O.C. 1 " EMBEDMENT (ICC EST-2138) WALL CONSTRUCTION MENU BOARDS SECTION � 1SCALE�O � � 1 V SC NEW TILE OVER Y2" CEMENT BOARD OVER Y2" PLYWOOD EXISTING MENU VALANCE TO REMAIN � � SNTSE I (1 1)� DIGITAL MENU BOARD BRACKET DETAIL I ,SCALE: I � ��I VALANCE SECTION I1 1/2'AL1'-0"� (2 )� 1 —1 —0 SCALE NTS 12 �� SCALE: NTS SCALE: 4 NTS � Y m U Z �_ J Q (n H ~ � � U � � m � � Q � � � LLI � � � ~ w � � � M N � CV Q O O � � a Professional of Record: DESIGN Architectural Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE ETH McCRACKEN STATE OF WASHINGTON 05/07/24 S ea I 00646 J m m w+ ° � � m o 7� w y C N Ul � � m �OC°��O .a a v � ��> m � o ��m�mvo �, -° J a`omv° Sao � v m mmmc o o .. a3��•a�� o o +4 U m m m +' m O aO' O ti= +, U rt, C � N � apO;�°mom `� � O � � t '/� �t�°pmv°c v' °�cc+ a°o � m-oo�'mE�c v c°'� omo o °� x� _ m c m m OJ� C m O O m O CrO+� U� QQ � '.�vSo'mocrA° O U�� ` V �+� N� pw C vom �-m oo�°�wmo ° a ��m�°rnav v ;000°� ® Q � a°�m�UU W � L Ort+ L O m� m t- a3 ° c� �� o_ z O N � p N m � � � m � z � � � W � Q \ Q � o O � � � �Q Q O or RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N O r0 00 0 � Z O N � o � w z Z �� z� � o� � � �� N � U) z � � � Q � O O U CV z � o � � o � o w � o 0 d 2 W `� ARCHITECTURAL DETAILS .� 00 r� N N U GENERAL ELECTRICAL NOTES (NOT ALL MAY GROUNDING: G1. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS. THIS INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPONDING CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUNCTION BOX OR TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT GROUNDING VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTINGS LISTED FOR GROUNDING PER NEC SECTION 250 REQUIREMENTS. BOTH GROUNDING METHODS ARE REQUIRED IN A MCDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL ON SHEET E1.2. G2. THE BUILDING GROUNDING SYSTEM SHALL COMPLY WITH NEC ARTICLE 250, MCDONALD'S SPECIFICATIONS, AND SHEET E1.2. CAUTION: IT IS A SAFETY HAZARD AND AN NEC VIOLATION TO HAVE ANY NEUTRAL TO GROUND CONNECTIONS BEYOND THE MAIN ELECTRICAL DISCONNECT MEANS. MCDONALD'S GROUNDING STANDARDS PURPOSELY EXCEED THOSE GIVEN BY THE NEC. THE EC SHALL PROVIDE A BUILDING GROUNDING SYSTEM MEETING NEC SECTION 250 REQUIREMENTS AS WELL AS MCDONALD'S STANDARDS. G3. EC SHALL REFER TO "POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL, SHEET E1.2, FOR REQUIRED WIRING REQUIREMENTS OF COMPUTER PANEL CP. G4. METAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS AS REQUIRED BY NEC SECTION 250 REQUIREMENTS. CONDUIT AND WIRE: W1. THE FOLLOWING WIRING METHODS SHALL NOT BE USED: NON-METALLIC SHEATHED CABLE (ROMEX, NM, NMC, & NMS), ARMORED CABLE TYPE AC (BX), ELECTRICAL NON-METALLIC TUBING, TYPE ENT (SMURF-TUBE). W2. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED. IG CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS. ALL HOME RUNS SHALL BE SIZED BASED ON DERATED CONDUCTOR AMPACITIES AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY NEC SECTION 310 REQUIREMENTS. W3. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL CABLE. ALL LOW VOLTAGE CONDUIT STUB -UPS SHALL BE PROVIDED WITH A BUSHING. W4. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS NOTED OTHERWISE. WIRES INSTALLED UNDERGROUND OR OUTDOORS SHALL BE THW. W5. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS #8 AND LARGER SHALL BE STRANDED COPPER. ALUMINUM CONDUCTORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT DISTRIBUTION. W6. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 1. EXPOSED: RMC, IMC. 2. CONCEALED: RMC, IMC. 3. BELOW GRADE, SINGLE RUN: RNC, RMC. 4. BELOW GRADE, GROUPED: RNC, RMC. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR -DRIVEN EQUIPMENT): LFMC. 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OR 4. INDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 1. EXPOSED: EMT, IMC. 2. CONCEALED: EMT, IMC. 3. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR -DRIVEN EQUIPMENT): FMC; EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN LOCATIONS: NEMA 250, TYPE 4, STAINLESS STEEL. TABLE W6: LOCATION 208V. 480V. LOW ENERGY* EXPOSED INDOORS < 1 " EMT COMPRESS. FTGS IMC THREADED FTGS EMT COMPR. FIGS >1.25" IMC THREADED FTGS OUTDOORS RMC OR IMC THREADED FTGS RMC OR IMC THREADED FTGS RMC OR IMC THREADED FTGS CONCEALED WALLS <2" EMT SET SCREW FTGS <2" EMT SET SCREW. FTGS EMT >2.5" IMC THREADED FTGS >2.5" IMC THREADED FTGS 1/2 - 2" SET SCREW FTGS 2.5" - 4" COMPR. FTGS AIR HANDLING <2" EMT COMPR. FTGS 2" EMT COMPR. FTGS < >2.5" EMT COMPR. FTGS CEILING/SPACE >2.5" IMC THREADED. FTGS IMC THREADED. FTGS NON AIR <2" EMT SET SCREW FTGS <2" EMT COMPR. FTGS >2.5" EMT HANDLING >2.5" IMC THREADED. FTGS IMC THREADED. FTGS 1/2" - 2" SET SCREW FTGS CEILING/SPACE 2.5"- 4" COMPR. FTGS BELOW GRADE INTERIOR IMC THREADED FTGS OR IMC THREADED FTGS IMC THREADED FTGS SCHEDULE SCHEDULE 40 OR 80 PVC 40 OR 80 PVC EXTERIOR SCHEDULE 40 OR 80 PVC SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR OR RMC THREADED FTGS RMC THREADED FTGS RMC THREADED FTGS FLAT PANEL TELEVISIONS: N1. EC SHALL PROVIDE A DUPLEX RECEPTACLE AND A LOW VOLTAGE BROADBAND CONNECTION FOR THE INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR COMPANY. FOR BROADBAND CONNECTION, EC SHALL PROVIDE A 4 X 4 BOX WITH A 3/4" CONDUIT STUB -UP WITH A BUSHING INTO ACCESSIBLE CEILING SPACE. APPLY): SECURITY AND DRIVE-THRU CAMERAS: S1. EC TO PROVIDE ELECTRICAL POWER AND COMMUNICATION CONDUITS FOR BUILDING MOUNTED SECURITY AND DRIVE THRU CAMERAS. COORDINATE FINAL LOCATIONS WITH SECURITY AND DRIVE THRU CAMERA INSTALLERS. LIGHTING: L1. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. FINAL CONNECTION BY OTHERS. L2. COORDINATE THE LOCATION OF JUNCTION BOX (IN THE WALL) WITH THE OPENING IN TRELLIS (FOR THE LIGHT FIXTURE WIRES). THE LOCATION OF THE JUNCTION BOX AND THE OPENING IN THE TRELLIS SHALL BE ALIGNED FOR THE LIGHT FIXTURE TO BE INSTALLED PROPERLY. COORDINATE INSTALLATION OF JUNCTION BOX AND ANY NECESSARY OPENINGS IN TRELLIS WITH GC AND TRELLIS/CANOPY MANUFACTURER. SEE LIGHT FIXTURE INSTALLATION INSTRUCTIONS FOR REQUIREMENTS REGARDING MOUNTING BRACKETS FOR USE IN C-CHANNEL TRELLISES. L3. EC SHALL FIELD VERIFY THAT LIGHT FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE THE INSTALLATION OF SUCH FIXTURE(S). EC SHALL COORDINATE LOCATIONS OF ALL LIGHT FIXTURES IN DINING AREA WITH FINAL SEATING AND DECOR PLANS. L4. IF PC-POS CASH REGISTER SYSTEM IS INSTALLED, EC SHALL RELOCATE FIXTURES ABOVE FRONT COUNTER TO AVOID GLARE ON THE CASH REGISTER SCREENS. EC SHALL INSTALL CABLE WHIP TO FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP. L5. EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION PER MANUFACTURER'S INSTRUCTIONS L6. THE USE OF INTERLOCK TYPE "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO INTERIOR LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. L7. EC SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS FROM THE LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR SIGNAGE BALLAST. L8. WHERE MCDONALD'S RESTAURANT HAS A PLAYPLACE, THE EC SHALL COORDINATE EXACT LOCATION OF PLAYPLACE LIGHTING WITH PLAYPLACE TOY VENDOR FOR MAXIMUM ILLUMINATION AND SAFETY PER THE FINAL LOCATION OF THE PLAYPLACE TOY. LIGHTING FIXTURES SHALL NOT BE MOUNTED TO THE TOY OR ANY PART OF THE TOY STRUCTURE. LIGHTING FIXTURE SCHEDULE: (NOT ALL MAY APPLY) MARK SYMBOL DESCRIPTION DIFFUSER LAMPS gA�LAST MOUNTING MANUFACTURER AND WATTS TYPE CATALOG NUMBER 4" LED DOWN LIGHT - 16W LED - RECESSED SECURITY LIGHTING #RDA-136LM-30-FL-S/RDA-136-H L2R 0 16W - VERIFY DOWNLIGHT TO BE USED WITH PHOTOMETRIC 4" LED DOWN LIGHT WITH 90 - LED RECESSED SECURITY LIGHTING #RDA-136LM-30-FL-2/RDA-136-H L2RE MIN EMERGENCY BATTERY EMERGENCY FIXTURE TO BE POWERED FROM INVERTER BACKUP MODEL#LG1-T. F2 � 2X4 TROFFER PRISMATIC 44W LED - CEILING SECURITY LIGHTING: #LCAT24-35HLG-EDU-WP-GK ACRYLIC F2E 0 2X4 LED DOWN LIGHT WITH 90 PRISMATIC 44W LED - CEILING SECURITY LIGHTING: LCAT24-35HLG-EDU-WP-GK MIN EMERGENCY BATTERY ACRYLIC EMERGENCY FIXTURE TO BE POWERED FROM INVERTER BACKUP MODEL#LG1-T. KEY LIGHTING FIXTURES SHOWN HALF SHADED SHALL BE WIRED TO AN EMERGENCY INVERTER AND CIRCUITED AS A NIGHT LIGHT. COORDINATE LOCATION WITH DECOR. LIGHTING SCHEDULE NOTES: LS1. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES. - FOR RED LETTERS USE #EVE-U-R (UNIVERSAL), - FOR GREEN LETTERS USE #EVE-U-G (UNIVERSAL), OR IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE &DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. LS2. ALL INTERIOR LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. LS3. LIGHTING FIXTURES HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM THE SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S CORPORATION. NOTES: ORDER ALL LIGHT FIXTURES FROM: SECURITY LIGHTING SYSTEMS, INC. PHONE: 1-800-LIGHT-IT (800-544-4848) EMAIL: SLORDERSC�CURRENTLIGHTING.COM CS ILLUMINATIONS PHONE: 760-477-1244 EMAILS: MCDC�CSILLUMINATIOINS.COM WWW.CSILLUMINATIONS.COM/MCD LIGHTING FIXTURESI H drawings) ABLE 1 • REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES. (IF NEEDED) � 1 OCCUPANCY SENSOR CONTROL DETAIL SYMBOLS AND ABBREVIATIONS (NOT ALL MAY BE USED) SYMBOL DESCRIPTION SYMBOL k� SINGLE POLE SWITCH, 3W=THREE WAY SWITCH, K=KEYED SWITCHED © BUZZER ❑T TRANSFORMER © BUTTON FOR BUZZER JB WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILING) o o PULLBOX JB WITH SINGLE CONVENIENCE OUTLET G PANELBOARD JB WITH DUPLEX CONVENIENCE OUTLET o CIRCUIT BREAKER JB WITH TWO DUPLEX CONVENIENCE OUTLETS A AMPERES O JB WITH FLUSH FLOOR MOUNTED OUTLET ACM AREA CONSTRUCTION MANAGER ® JB WITH SPECIAL PURPOSE OUTLET AFF ABOVE FINISHED FLOOR ® JB WITH ISOLATED GROUND OUTLET '.' = IG4710, '.'=IG5261, .,; '� O �,� =IG4700A, O=IG5262 C CONDUIT CCT CIRCUIT N INTERCOM STATION W/ 3/4"C- TO MAIN STATION EC ELECTRICAL CONTRACTOR TELEPHONE JACK GC GENERAL CONTRACTOR O JUNCTION BOX -WALL OR CEILING MOUNTED GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER ❑� DISCONNECT SWITCH GND GROUND SO STUB UP THRU ROOF IG ISOLATED GROUND O THERMOSTAT SENSOR W/ 1 /2"C- UP TO CEILING SPACE JB JUNCTION BOX MOTOR CONNECTION KES KITCHEN EQUIPMENT SUPPLIER �� CONDUIT RUN CONCEALED IN CEILING OR WALLS MLO MAIN LUGS ONLY / \ CONDUIT RUN IN FLOOR SLAB WP WEATHERPROOF �T MANUAL SWITCH (T=THERMAL OVERLOADS) DIF DETERMINE IN FIELD 111X HOT (SHORT), NEUTRAL (LONG), EQUIP GRD (LONG WITH DOT), & & X DENOTES ISOLATED GRD � DUPLEX RECEPTACLE -CONTROLLED � J-BOX WITH FINAL EQUIPMENT CONNECTION =�= QUAD RECEPTACLE - CONTROLLED N Q o O W Professional of Record: � � �� z OD o O � �, d z o� N o� a z� �J �� J oZo rl.. 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KSHEIKH F:\_PMDG\_MCDONALDS\424-1894 MCD EDMONDS, WA 046-0323\DWG\ELEC.DWG 11-10-2023 10:08 KEYED NOTES RELOCATED CONNECTION FOR NEW POS REGISTER — FRONT COUNTER. EC TO RELOCATE/EXTEND EXISTING CONDUIT/FEEDER AS NECESSARY. FIELD DETERMINE FINAL LOCATION AND REQUIREMENTS. RELOCATED CONNECTION FOR NEW MENU BOARD. EC TO RELOCATE/EXTEND EXISTING CONDUIT/FEEDER AS NECESSARY. FIELD DETERMINE FINAL LOCATION AND REQUIREMENTS. �3 RACEWAY PROVIDED WITH COUNTER, INSTALLED BY E.C, SEE SHEET E1.2 EC TO PROVIDE 1 /2"C, 2#12 IG POWER FEED TO ORB MONITOR. FOR DATA, PROVIDE JB W/ 1-1 /2"C TO TERMINATE ABOVE CEILING W/BUSHINGS. FOR DATA CABLE, SUPPLY W/ GROMMETED OPENING IN COVER PLATE. PROVIDE (6) 20A, 120V I.G. CIRCUITS FROM EXISTING COMPUTER PANEL FOR (1) POS REGISTER — DELIVERY, (1) POS—RECEIPT PRINTER, AND (4) POS VIDEO MONITORS FOR NEW 48" DIGITAL ASSEMBLY CART WITH FRIDGE. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE NEW CIRCUITS, THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT PANEL OF THE SAME CAPACITY AS THE EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL AND MANUFACTURER AND HAVE THE SAME AIC RATING AS THE EXISTING PANEL. RELOCATED LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO RELOCATED CAN LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#12 POWER FEED TO CAN LIGHTS. TIE FEED INTO EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOT DONE PREVIOUSLY. TYPICAL. REMODELED LIGHTING. REUSE CIRCUIT AS APPLICABLE FOR POWER FEEDS TO NEW TROFFER LIGHTING. OTHERWISE, PROVIDE NEW 1/2"C, 2#12 POWER FEED TO TROFFER LIGHTS. TIE FEED INTO EXISTING LIGHTING PANEL AND WIRE THROUGH EXISTING TIMECLOCK AND CONTACTOR BOX, IF NOT DONE PREVIOUSLY. TYPICAL. EMERGENCY FIXTURES ARE TO BE POWERED FROM INVERTER MODEL# LG1—T. SEE EMERGENCY LIGHTING NOTE FOR MORE INFORMATION. PROVIDE POWER TO INVERTER FROM NEARBY EXISTING EMERGENCY CIRCUIT, WHICH IS TO BE POWERED 24/7. EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED COMBO SHAKE MACHINE AND MCFLURRY BLENDER TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR A COMPLETE TERMINATION. 10 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR POS, COFFEE, TEA AND CREAMERS TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 11 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED FROZEN CARBONATED BEVERAGE MACHINE TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 12 EC TO PROVIDE 20A/1P BREAKER, 1/2"C, 2#12, #12G POWER FEED FOR AUTOMATED BEVERAGE SYSTEM 2.0. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATIONS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION. 13 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED BLENDED ICE AND SPECIALTY COFFEE MACHINE TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 14 EC TO PROVIDE 20A/1P BREAKER, 1/2"C, 2#12, #12G POWER FEED FOR FULL HEIGHT FRIDGE. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATIONS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION . 15 EC TO PROVIDE 20A/1P BREAKER, 1/2"C, 2#12, #12G POWER FEED FOR 3'-0" WORKTOP FRIDGE. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATIONS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION . 16 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED DRIVE THRU AUTOMATED BEVERAGE SYSTEM TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 17 EC TO PROVIDE 20A/3P BREAKER, 1/2"C, 2#12, #12G POWER FEED FOR ICE MACHINE. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATIONS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION. 18 EC TO PROVIDE (1) 15A 120V BREAKER FOR NEW AIR CURTAIN. FIELD DETERMINE WITH ACM AND MANUFACURER'S SPECIFICATIONS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION. 19 EC TO PROVIDE INDIVIDUAL CIRCUITS TO TERMINAL BLOCK INSIDE CHASE. (1) 120/1 20A IG FOR (6)KVS; (1) 120/1 20A FOR PIE; (1) 120/1 20A FOR HLS; (1) 250/1 20A; (2) 120/1 20A. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATION FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION. EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED PIE MERCHANDISER TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 20 PROVIDE (6) 20A, 120V I.G. CIRCUITS FROM EXISTING COMPUTER PANEL FOR (1) POS REGISTER — DELIVERY, (1) POS—RECEIPT PRINTER, AND (4) POS VIDEO MONITORS FOR NEW CURATED VIEW PANEL. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE NEW CIRCUITS, THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT PANEL OF THE SAME CAPACITY AS THE EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL AND MANUFACTURER AND HAVE THE SAME AIC RATING AS THE EXISTING PANEL. 21 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED POS AND COUNTERTOP EQUIPMENT TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. 22 EC TO PROVIDE 1/2"C, 2#12 IG POWER FEED TO POS MONITORS. FIELD DETERMINE WITH ACM AND MANUFACTURER'S SPECIFICATIONS REQUIREMENTS FOR EXACT LOCATION PRIOR TO ROUGH —IN AND INSTALLATION. 23 EC TO RELOCATE PREVIOUS ELECTRICAL CONNECTION FOR RELOCATED COUNTERTOP EQUIPMENT TO THIS NEW LOCATION. EXTEND FEEDER/CONDUIT AS NECESSARY FOR COMPLETE TERMINATION. DUAL POINT FRONT COUNTER LAYOUT CONFIRM LAYOUT WITH MCD CONSTRUCTION SUPERVISOR REFER TO DETAIL ON SHEET E1.3 EC TO EXTEND EXISTING CONDUIT/FEEDER AS APPLICABLE FOR ALL RELOCATED RECEPTACLES TO NEW LOCATION PER LATEST DECOR DRAWINGS. EC SHALL REMOVE ANY UN —USED CONDUIT/FEEDER FOR ALL DEMO RECEPTACLES. ELECTRICAL CONTRACTOR TO CONFIRM ALL SCOPE OF WORK WITH ACM AND/OR GENERAL CONTRACTOR PRIOR TO BID. RELOCATE 8c EXTEND POWER 8c CONDUIT FOR ORDER BOARD MENU. VERIFY EXACT LOCATION W/ ARCHITECTURAL DRAWINGS. ALL ITEMS ON THIS SHEET ARE NEW UNLESS OTHERWISE NOTED. FURNISH AND INSTALL CIRCUITING FOR ELECTRICAL OUTLETS AS NEEDED. CONFIRM WITH GENERAL BEFORE BID. CONFIRM QUANTITIES AND LOCATIONS WITH GENERAL. FURNISH AND INSTALL ISOLATED CIRCUITS FOR EACH DEVICE PER DUAL POINT SYSTEM ELECTRICAL SCHEDULE. FURNISH AND INSTALL ADDITIONAL BREAKERS, FEEDERS, PANELS, AND MISCELLANEOUS AS NEEDED. CONFIRM WITH VENDOR WHICH CIRCUITS NEED DEDICATED CIRCUITS. PB = Pullbox VIF =Verify in Field C O U N T E R ELECTRICAL S C H E D U L E JB =Junction Box EC = Electrical Contractor TAG # QTY DESCRIPTION VOLT/PH COND RECEP TYPE HGT AFF 215.00E10 AS NEEDED POS REGISTER — FRONT COUNTER DATA CABLE 2" 4X4X4 PB 1'-2" NOTE: EC TO PROVIDE ALL POWER AND DATA REQUIREMENTS TO ENSURE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. VERIFY ALL REQUIREMENTS ROUGH —IN LOCATIONS WITH ACM AND MANUFACTURER'S SPECIFICATIONS PRIOR TO ROUGH —INS. I V V V I\ V � I L V V I I L V V r`. r��r�r �r ��i�r�ii 1 ROUGH —IN AND LIGHTING PLAN M N Q O O � W Professional of Record: � � m� � z 00 O o�Q � p� �� ? o� N o� �--� a z �J J OZ o rl.. V � �� Z ] �' �� ul � > � dm �� w O Z � �O °� o=.. � 000❑❑oaop o° � ST Ei °o Op �.•FWAS •'•.�/ °O O o /yi,�,c:; ��0 o ��' � o � �. ❑ rr�� : ❑ Seal c, � a� J N � +' O � cn � a� � v c +� � � ';= a o- v o v U aa�a� rnv'vv -° J °" `o a� v° � a o v � a� 0 0 � 3 � �•o� m o � a �, � a � � oo��'� �;� � U c N i i U coo�v��o � � v � � o p ��,c>�vc�°- N � D O o '3 +.+ a y i � � �� s tsv�°ovc N � L Ncc+�o-v�v o c �� N v y o v o +� x +� N N U c N� N � C U L L L U N v � U Q CCU V � � O U?� rn v L �•° arnN;�c,�� Q U "� O•U o f N � D� dtUp i L v ovrnvoyv o°�� °-o o � ; oLc�3•~v 0 3o�vo� o ® -v �+ � v` � � w �;N� ago Q � ao��NUU � a� o��+�oi'_y � H a3� c� aim � N m � _ W N �� o �\ � �'� � � w �� w Q� o � � � o RE UB May 0 2024 CITY OF DMONDS EVELOPME T SERVICES DEPA TMENT N O tb m r� � �; O o N � w z � w � w m �' cn z� � o � cn N 0 (/) z � � � Q � O O U N z O O W D� � U � z o � � o � � o � � � w o d Z w PB = Pullbox DIF = Determine in Field JB =Junction Box � � � � � � 0 � � � � � � ®� EC = Electrical Contractor TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS Bc REMARKS 004.20E3 AS MENU BOARD - DIGITAL 120/1 2.6 EA 20A 1 /2"C-2#121G DIF (2) IG5262 SEE PLAN PROVIDE IN -WALL ENCLOSURE HUBBELL NSAV62M OR NEEDED ISOLATED EQUIVALENT, VERIFY ENCLOSURE IS CONCEALED BEHIND BOARDS. REF. DETAILS 3 AND 4 ON THIS SHEET. 004.21 E1 AS MENU BOARD - DIGITAL - MEDIA PLAYER 120/1 2.6 EA 20A 1 /2"C-2#121G DIF IG5262 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION NEEDED ISOLATED 216.05E9 AS ORB MONITOR 120/1 1.SEA 20A 1 /2"C-2#121G DIF (1) IG4700 SEE PLAN SEE LAYOUT FOR GANGED OUTLET CONFIGURATION NEEDED ISOLATED 012.02E2 2 BAKED GOODS DISPLAY CASE - 22" 120/1 2.5 15A 1/2"C-2#12 DIF 5-15R SEE RMKS PROVIDE RECEP. IN COUNTER -MOUNTED RACEWAY. SEE SHEET E1.2 FOR DETAILS COMPUTER PANEL NOTES(NOT ALL MAY APPLY): 1. EQUIPMENT SCHEDULES ARE FOR REFERENCE ONLY. EC TO FIELD VERIFY ALL COMPONENTS ARE INSTALLED AND IF NOT, PROVIDE PROVISIONS WITHIN SCOPE OF WORK TO DO S0. EC TO PROVIDE ALL POWER AND DATA REQUIREMENTS TO ENSURE A COMPLETE AND OPERATIONAL MENUBOARD AND DUAL POINT SYSTEM. VERIFY ALL ROUGH -IN LOCATIONS WITH ACM AND MANUFACTURER'S SPECIFICATIONS PRIOR TO ROUGH -INS. 2. IF THERE IS NOT SUFFICIENT CAPACITY IN THE EXISTING COMPUTER PANEL FOR THE NEW COMPUTER CIRCUITS, THEN CONTRACTOR IS TO REPLACE THE EXISTING PANEL WITH A NEW 42 CIRCUIT PANEL OF THE SAME AMPACITY AS EXISTING. NEW PANEL SHALL BE OF THE SAME MAKE, MODEL, MANUFACTURER AND HAVE THE SAME AIC RATING AS THE PANEL BEING REPLACED. 3. RE -USE EXISTING CIRCUITRY AND BREAKERS. CONFIRM AMPERAGE AND BREAKER SIZE AS SHOWN ON ELECTRICAL SCHEDULES. IF NOT, PROVIDE NEW CIRCUIT BREAKER AND WIRE. OPTION 2: JB WITH TWO (2) 2 1 /2" JB WITH ONE (1) 1 1 /2" CONDUIT TO ABOVE CONDUIT TO ABOVE CEILING CEILING WITH BUSHINGS FOR DATA CABLES WITH BUSHINGS FOR DATA CABLES � MEDIA PLAYER � ®® HORIZONTAL DIMENSIONS � o REFERENCED FROM LEFT �_ �I_ L•� BOTTOM OF VALANCE OPTION 1: 4" CONDUIT SLEEVE THROUGH VALANCE WALL TO ALLOW FOR PASS THROUGH OF DATA CABLE. PROVIDE BUSHING ON EACH END. SLEEVE CAN BE ANGLED WHEN NECESSARY. 2 \ BACK OF WALL VALANCE E1.1 FOR REFERENCE ONLY 1, _ 1y2» ORDER READY BOARD. EQ EQ i1 � :©: � � I L--� ;� I III I I III III III �� N I I I k::::�:'. � _ _ --I ��-- - I I I SERVICE POD OUTLINE 4 \ SERVICE AREA ELEVATION 1.1 NTS 5 � 215.00 E15 20" O I� 210.00 E1 � �� 4.20 E9 � 215.00 E12 4.21 E2 , ii � 219.00 E10 � 210.00 E1 2 V 219.00 E10 4.21 E9 J 4.21 E4 4.21 E4 216.05 E4 n 3 i 213.00 E10 ii 4.23 E1 16.05 E5 216.04 E1 �� 4.20 E6 701.13 E16 " 4.23 E2 ---- �, 215.00 E15 PARTIAL FLOORPLAN - POWER c� N Q O o W Professional of Record: �� z 00 O � � �O d �� z o� N o� a z� �� J J oZo �. �� Z ] �' � �� >� Q� �° �w oz �. o � o=.. � °oo❑❑oaoo o° � S TE��°o o° �- •°F wAS • °o 00 : �o ti,��:;`r�oo o L� o •: � � o z: � °o0 23o�s��s�o:°•� p� �•- � �� o ��OpoS�ONAL �-�op�0°� ®��y'� Seal � � a� J m � +' O � U � N Q vv��pa07io cn � a °vc `+�° � � .L aavvv�� ama� a�v'�v � J a`oa�vv Sao 0 o m 3 � ��o� � o � a � +� a . � � � o +% � L ai *� � U C N i i U r � N =. �+t-i O O � � � o p ;��,v�vcrno- cV � 0 00'3+�ayi � � �� ° � r -+� c � o�� v � o c N �L�� a�v°c vcc+°_�aa�° � � O �'fA � � C ° ooO+,Xa�o V) N U C N� N � c U� � i i� o '� U ¢ C�� V � L ��v°aci�� O _ L avN;Fc��°�'� Qh"�O�UOi N � v�aai�LE v o v w v o y v 0 � fA L �- O L� ® v o3ovvov o -v�>'�'a��a07io lY N N 0 7 V) O D U �, a a, � � O 0+�+ i+' N N � H a3� c� y� � N m � _ W N �� o �\ � �'� � � w w Q o � � � o RE UB May 0 2024 CITY OF DMONDS EVELOPME T SERVICES DEPA TMENT N O Q O (n O o N � 0 �-I_ w z � w � w� rn cn z� � o � cn N 0 (/) z � � � Q � O O U N z O O W D� � U � z o � � O IJ- (� O W O O ~ Cp I� � W � (n O V) � O d Z w DUAL POINT AND MENU BOARD DETAILS O O O N O O POS & COD • _- � ISOLATED GROUND/DEDICATED CIRCUIT KEY NOTES aTHIS IS THE ONLY POINT WHERE THE ISOLATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE CONNECTED TO THE BUILDING'S GROUNDING SYSTEM. NOTES 1. ALL P.O.S. EQUIPMENT (COMPUTERS,PRINTERS,MONITORS KVS, MODEM, HUB &COD) SHALL BE POWERED FROM THE COMPUTER PANEL. ALL OTHER COMPUTER/DIGITAL EQUIPMENT SHALL BE POWERED FROM PHASE "A" IN THE COMPUTER PANEL. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NEC SECTION 250 3. EACH 20 AMP CIRCUIT SHALL HAVE IT'S OWN ISOLATED EQUIPMENT GROUNDING CONDUCTOR. 4. ENTIRE GROUNDING SYSTEM SHALL COMPLY WITH NEC ARTICLE 250 AND MCDONALD's BUILDING GROUNDING DETAIL. J—BOX(S) FOR POWER PULL BOX FOR DATA SYMBOL CATALOG # 5. EC SHALL VERIFY CORRECT POLARITY AT RECEPTACLE. 6. EC SHALL VERIFY THAT SUBPANEL CP DOES NOT CONTAIN ANY ILLEGAL NEUTRAL TO GROUND BONDS. 7. PANEL CP SHALL ONLY BE USED TO POWER SENSITIVE ELECTRONIC EQUIPMENT, AS OUTLINED IN NOTE #1. IT SHALL NOT BE USED TO POWER ANY OTHER LOADS. 8. IT IS A SAFETY HAZARD AND AN NEC VIOLATION FOR THE POS SYSTEM TO HAVE ITS OWN INDEPENDENT GROUNDING ROD. IF AN INDEPENDENT GROUND ROD IS FOUND FOR THE POS SYSTEM, IT SHALL BE BONDED TO THE BUILDING GROUNDING SYSTEM. MODULAR COUNTER RACEWAY (TYP. N.T.S. [�I�•Yy:�I��[�P QUANTITY �2 SEE BUILDING GROUNDING DETAIL THIS SHEET. 3 1-1 /2" METAL CONDUIT: 4—#1 CU + 1—#6 CU EQUIP GND + 1—#4 CU ISOLATED GND. ALL ISOLATED GROUND/ DEDICATED CIRCUIT RECEPTACLE COVER PLATES SHALL BE ORANGE HUBBELL PJ7C0 (SINGLE), PJ8C0 (ONE DUPLEX) OR PJ82C0 (TWO DUPLEX) MARKED "COMPUTER 0 N LY". 5 METAL CONDUIT SHALL CONTAIN ONLY P.O.S. CIRCUIT CONDUCTORS (DEDICATED CIRCUIT). ONLY USE RIGID NON—METALLIC CONDUIT BELOW GRADE WHEN REQUIRED BY LOCAL CODE. EQUIPMENT GROUNDING BONDING CONDUCTOR (TYPICAL) ISOLATED GROUND BUS, ELECTRICALLY INSULATED FROM PANEL ENCLOSURE USED TO TERMINATE ONLY ISOLATED EQUIPMENT GROUNDING CONDUCTORS. 8 ALL CONDUCTORS SHALL BE SOLID COPPER AND TERMINATED TO THEIR APPROPRIATE TERMINAL SCREWS BY WRAPPING THE CONDUCTOR COMPLETELY AROUND THE SCREW BARREL AND TIGHTENING THE SCREW PER MANUFACTURER'S TORQUE SPECIFICATIONS. ISOLATED GROUND RECEPTACLE HUBBELL—IG4700,IG4710,IG5262 OR IG5261. SEE ROUGH IN SCHEDULE FOR THE APPROPRIATE RECEPTACLE TO USE. 10 ISOLATED GREEN GROUND SCREW. 11 ISOLATED EQUIPMENT GROUNDING CONDUCTOR (GRN W/YLW STRIP) 12 NEUTRAL CONDUCTOR TERMINATED ON SILVER SCREW. 13 PHASE CONDUCTOR TERMINATED ON BRASS SCREW J—BOX(S) FOR POWER PULL BOX FOR DATA SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS ®e HBLALU57DR & IG4700 RECEPTACLE COVERPLATE WITH ORANGE, TWIST LOCK, ISOLATED GROUND DUPLEX RECEPTACLE 1 PER ISOLATED GROUND RECEPTACLE ®® HBLALU57DR & 5-15R RECEPTACLE COVERPLATE WITH STRAIGHT BLADE DUPLEX RECEPTACLE 1 0 HBLALU57LP6 COMMUNICATIONS COVERPLATE 1 PER REGISTER & 1 FOR DUAL POINT & 1 FOR ANALOG WIRELESS OPTION 0 HBLALU57BL BLANK COVERPLATE AS NECESSARY TO FILL RACEWAY 0 HBLALU7620B03M290 3' SECTION OF RACEWAY. INCLUDES COUPLERS AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1' LESS THEN COUNTER LENGTH. INSTALL (2) 2' OR 3' RACEWAY AT PICKUP 0 HBLALU7620B02M290 2' SECTION OF RACEWAY, INCLUDES COUPLERS AS NECESSARY TO MAKE ORDER COUNTER RACEWAY 1' LESS THEN COUNTER LENGTH. INSTALL (2) 2' OR 3' RACEWAY AT PICKUP ® HBLALU7610B BLANK END FITTING AS NEEDED ® HBLALU5010B2M2 SERVICE ENTRANCE FITTING & BUSHING FOR DATA CABLES AS NEEDED N/A HBLALU5701 COUPLER (INCLUDED WITH RACEWAY SECTION) RECEIVE 1 PAIR PER RACEWAY SECTION N A HBLALU5709 GROUND ADAPTER AS NEEDED NOTES: 1. RACEWAY AND RECEPTACLES TO BE PROVIDED WITH MODULAR FRONT COUNTER, INSTALLED BY CONTRACTOR. 2. DETAIL SHOWN IS A TYPICAL CONFIGURATION ONLY. SITE SPECIFICS MIGHT CAUSE DEVIATIONS. SHORTER COUNTERS MAY REQUIRE CONTRACTOR TO CUT RACEWAY FOR RACEWAY TO BE 1' SHORTER THAN COUNTER. c� N Q O o W Professional of Record: �� z 00 O O � � p� d z �� N o� a z� �J �� J oZo rl.. V � �� Z � �' �� > � Q c� O� � � W O Z � �O � 0=.. � °oo❑❑oaoo o° � S TE��°o o° �- •°F wAS • °o 00 : �o ti,��:;`r�oo o L� o •: � � o z: � ❑ ❑ °o0 23o�s��s�o:°•� p� �•- � �� o ��OpoS�ONAL �-�op�0°� ®��y'� Seal � � a� J m � +' O � U � N Q vv��pa07io cn � a °vc `+�° � � .L aavvvU� ama� a�v'�v � J a`oa�vv Sao � � a� 0 o m 3 � ��o� � o � a � +� a . � � � o +% � L ai *� � U C N i i U m � � 7 O � � p `� �, U � 0 0 � 0' cV � o pO'3+�vy>` � � �� ° � r —+� c � o�� v � o c N �LE� a�v°c vcc+°_�aa�° � � O �•fA � � C v 0 U O++ X� O V) N U C N� N � C U L F L U Ol °J~��°°� o '� U ¢ C�� V � L U � ++ O O N � � O _ L avN;Fc��°�'� Qh"�O�UOi N � v�aai�LE v o v w v o y v 0 O fA L O' O � °o3ov°°� o -v�>'"'a��a07io lY N N 0 7 V) O D U �, a a, � � O 0+�+ i+' N N � H a3� c� y� tZ � N m (n _ W N � � O � � � � \ �I w Q o � � � o RE UB May 0 2024 CITY OF DMONDS EVELOPME T SERVICES DEPA TMENT N O r� 00 �; � � O o N � w z � w � w� � z� � o � cn N 0 (/) z � � � Q � O O U N z O O W D� � U � z o � � O U O w � o � � � W o cn � v, � 0 d z ti w DUAL POINT AND MENU BOARD DETAILS 00 O O O O O THE PURPOSE OF THIS SHEET IS TO PROVIDE A CHECKLIST AND VISUAL GUIDE SO THE INSTALLING EC CAN VERIFY THE WORK IS IN COMPLIANCE WITH MCDONA�D'S SPECIFICATIONS THAT ARE CRITICAL TO THE PROPER FUNCTIONING OF OUR POINT OF SALE (POS) COMPUTER SYSTEMS. 221 .07 E2 221 .07 E2 1�1 1�1 1�1 1�1 1�� 1�� 1�� 1�� I I COD I I I I I I © - - CREW TRAINING I I AREA I I D❑ - - OUTSIDE BLDG, BY MENU BD rJ rJ 219.00 E3 �� J �J © I 1�, r+ I 217.03 E4 I 1.� �� I 215.02 E1 �� J ORDER BOOTH 1�� 1�� 225.03 E3 I 1., 1., I I I 701 .22 E1 1�' 1•' ❑ � � TVSS MANAGER'S � OFFICE c �� rJ I ,J 219.05 E6 rJ 215.0 ,J rJ ,J 213.0 1�� © 1•' - - ABOVE KITCHEN - - PREP LINE rJ rJ rJ rJ ELECTRICAL PANEL THAT POWERS POS 216.00 E7 I '� '� I BRANCH CIRCUITS (TYPICALLY PANEL CP) 219.05 E2 '.' '.' I rJ rJ 217.19 E1 '.' �.i g C 217.15 E1 21 6.00 E 1 �j �j rJ �J �� I I 217.14 E1 220.00 E1 I I ,� �� '.' �.; I „ „ „ O O O I �� © COMPUTER 214.02 213.00 214.02 214.02 214.02 214.02 E5 E8 E1 E2 E3 E4 THESE ITEMS ARE POWERED BY THE RECEPTACLE CHASE �009.15E1 216.00 E1 `-' `-' '-' � `-' PRESENTER'S BOOTH CLOSET SEE CHECK LIST ON THIS SHEET (TYPICAL) POS C�CCTR CAS R SCR D ACRAM THIS RISER DIAGRAM SHOWS THE ELECTRICAL ROUGH -INS REQUIRED FOR A TYPICAL POINT OF SALE (POS) SYSTEM IN A FREE STANDING FAST FORWARD RESTAURANT. VERIFY ALL POS ROUGH -INS AND MOUNTING HEIGHTS WITH THE ELECTRICAL ROUGH -IN PLAN, NOTES AND INFORMATION DRAWINGS. SOW VO�TACC CAB�C MANACCMCNT SPCCI� CAT ON GENERAL/MATERIALS 21 6.00 I E7 21 6.00 I E7 215.02 I E10 2. THE LOCATION AND ROUTING OF THE LOW VOLTAGE CABLE MANAGEMENT SYSTEM SHALL BE COORDINATED WITH ALL OTHER CONSTRUCTION TRADES PRIOR TO INSTALLATION TO AVOID 1. THE GC OR EC SHALL FURNISH AND INSTALL A COMPLETE LOW VOLTAGE CABLE CONFLICTS WITH THE OTHER TRADES FINAL INSTALLATIONS, BOTH BEFORE AND AFTER THE CABLE MANAGEMENT SYSTEM UTILIZING CADDY-ERICO TYPE CAT-32 J-HOOK SUPPORTS (2-INCH MANAGEMENT SYSTEM AND THE POS CABLING ARE INSTALLED. FINAL INSTALLATION LOCATION DIAMETER LOOP MINIMUM). ALL J-HOOKS SHALL; SHALL BE READILY ACCESSIBLE TO ALLOW FOR EASE IN INSTALLATION OF THE POS CABLING BY - HAVE A MINIMUM BEARING SURFACE OF 13/8", THE POS VENDOR'S INSTALLER. - HAVE FLARED EDGES TO PREVENT DAMAGE TO HIGH PERFORMANCE CABLES, - HAVE AN ELECTRO-GALVANIZED FINISH, 3. LOW VOLTAGE J-HOOK CABLE SUPPORTS AND APPURTENANCES SHALL BE FASTENED TO THE - HAVE 3/8" WIDE CABLE RETAINING STRAPS, BUILDING STRUCTURAL AND/OR FRAMING MEMBERS. LOW VOLTAGE J-HOOK CABLE SUPPORTS - BE UL LISTED AND LABELED, SHALL NOT BE FASTENED OR UTILIZE THE CEILING GRID SUSPENSION WIRES OR T-BAR GRID - BEAR THE UL SYMBOL MARKING ON THE PART FOR IDENTIFICATION FOR INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACKETS, HANGERS, RODS, - BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. CLAMPS, FLANGES, SUPPORTS, ETC. FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. THE INSTALLATION OF THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM SHALL BE DONE SO THAT THE 2. THE ENTIRE INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ROUTING OF THE CABLES IS PARALLEL TO AND/OR PERPENDICULAR TO FRAMING AND (NEC), NEC SECTION 800, BICSI STANDARDS 568 & 569, ALL APPLICABLE NATIONAL, STATE, STRUCTURAL BUILDING MEMBERS. LOCAL, AND SAFETY CODES, AND McDONALD'S SPECIFICATIONS. N STALLATI 0 N 1. LOW VOLTAGE J-HOOK CABLE PATHWAY (FOR POS CABLING SYSTEM) SHALL BE PROVIDED FROM THE MANAGERS OFFICE (OR COMPUTER CLOSET) DATA CONDUIT STUB -UP LOCATION TO THE FOLLOWING DATA CONDUIT STUB -UP LOCATIONS (AS APPLICABLE): - FRONT COUNTER. - PRESENTERS BOOTH. - CASHIERS BOOTH. - THIRD DRIVE-THRU WINDOW(IE PRESENT). - CREW ROOM. - VALENCE WALL. - REMOTE ORDERING STATIONS. - NETPOP TELEPHONE PANEL LOCATION. CABLE SUPPORTS SHALL BE PROVIDED WITHIN 24 INCHES OF THESE STUB -UP LOCATIONS ALL STUB -UP CONDUITS SHALL BE PROVIDED WITH AN INSULATED BUSHING TO PROTECT CABLES DURING INSTALLATION. 4. LOW VOLTAGE J-HOOK CABLE SUPPORTS SHALL BE INSTALLED A MAXIMUM OF 36 INCHES APART. AT TRANSITION LOCATIONS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL J-HOOKS TO ALLOW FOR A MINIMUM ONE -FOOT RADIUS BEND AND FOR ADDITIONAL CABLE SUPPORT AT THESE TRANSITION POINTS. 5. TO AVOID ELECTROMAGNETIC INTERFERENCE (EMI), ALL PATHWAYS SHALL PROVIDE A MINIMUM CLEARANCE OF 4 FEET (1.2 METERS) FROM MOTORS AND TRANSFORMERS AND A MINIMUM CLEARANCE OF 1 FOOT (0.3 METERS) FROM CONDUIT AND CABLES UTILIZED FOR ELECTRICAL POWER DISTRIBUTION, OR FROM FLUORESCENT OR HID TYPE LIGHTING FIXTURES AND OTHER NON-POS LOW VOLTAGE CONDUCTORS. 6. ANY CEILING TILES IN THE AREA WHERE THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM IS LOCATED SHALL NOT BE INSTALLED UNTIL THE POS VENDOR'S CONTRACTOR COMPLETES THE INSTALLATION OF ALL POS CABLING. �. ALL NON-POS LOW VOLTAGE CABLING SHALL BE INSTALLED IN A SEPARATE CABLE MANAGEMENT SYSTEM INDEPENDENT OF THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM UTILIZED FOR THE POS CABLING. g, THE POS INSTALLER SHALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL LOW VOLTAGE CABLING REQUIRED FOR THE COMPLETE AND FULLY FUNCTIONAL OPERATION OF THE POS SYSTEM. ALL POS CABLING SHALL BE INSTALLED WITHIN THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM. C�CCTRICA� POS CCRTI� CAT ON AS OF THE DATE BELOW, I HEREBY CERTIFY THAT ALL ELECTRICAL WORK, ELECTRICAL SERVICE AND ELECTRICAL SYSTEMS, MATERIALS AND LABOR RELATED TO THE POS ELECTRICAL INSTALLATION IN WHICH THE UNDERSIGNED ARE DIRECTLY OR INDIRECTLY RESPONSIBLE HAVE BEEN PROPERLY INSTALLED IN FULL COMPLIANCE WITH ALL CONSTRUCTION DOCUMENTS AND ALL NFPA, BUILDING, ELECTRICAL AND OTHER APPLICABLE CODES, ALONG WITH ALL OF THE REQUIREMENTS OUTLINED ON THIS DRAWING. I FURTHER CERTIFY THAT THE ELECTRIC SERVICE POWERING THE POS SYSTEM HAS BEEN PROPERLY INSTALLED BY A QUALIFIED ELECTRICIAN. SKILLED, KNOWLEDGEABLE AND TRAINED TO INSTALL ALL THE REQUIRED ELECTRICAL DISTRIBUTION COMPONENTS NECESSARY TO POWER THE POINT OF SALE (POS) SYSTEM. GENERAL CONTRACTOR: BY: DATE: ELECTRICAL CONTRACTOR: BY: DATE: CEILING CEILING �J �J I I I I 216.00 E13 215.04 E5 I I I 211.00 E1 219.00 E7 rJ rJ © '-' `� KIOSK ABOVE OAT TABLE I I I p I )❑ THESE ITEMS DINING ) ARE POWERED BY TH E RECEPTACLE 219.00 E10 216.04 E3 CHASE 0 0 9.1 6 E 1 I rJ rJ �J /j �J �J �J rJ rJ I rJ ,J ,J rJ rJ rJ rJ rJ rJ I I 215.00 E12 216.05 E1 © 216.06 E2 FRONT COUNTER AREA ISOLATED GROUND SYMBOLS SYMBOL DESCRIPTION `-' I G 4710 IG4700A rJ �j '.' IG5261 1�� 1� � IG5262 ALL WORK IS NOT CONSIDERED TO MEET MCDONALD'S SPECIFICATIONS UNTIL THE INSTALLED ELECTRICAL SYSTEM SUPPORTS A "YES" ANSWER FOR ALL QUESTIONS ASKED. AS PART OF THIS PROCESS, THE EC AND THE GC WILL BE REQUIRED TO SIGN THE ELECTRICAL CERTIFICATION DOCUMENT INDICATING THAT THE INSTALLED ELECTRICAL SYSTEM MEETS MCDONALD'S SPECIFICATIONS. NOTICE: CHANGES SHALL NOT BE MADE TO THE POS ELECTRICAL SYSTEM AFTER THE POS EQUIPMENT HAS BEEN INSTALLED WITHOUT FIRST NOTIFYING THE POS VENDOR. IF CHANGES ARE MADE TO THE POS ELECTRICAL SYSTEM AFTER THE CERTIFICATION PROCESS HAS BEEN COMPLETED, THEN A SYSTEM RE -CERTIFICATION SHALL BE REQUIRED. YES REWORK ELECTRICAL SYSTEM TO BRING INTO COMPLIANCE WITH MCDONALD'S SPECIFICATIONS NO ARE ALL BOXES CHECKED "YES"? FINISHED START HERE A❑ VISUALLY INSPECT THE MAIN ELECTRICAL PANEL (MDP) YES NO N/A ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? ❑ ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ ❑ 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 4. DOES THE ISOLATED GROUND CONDUCTOR (GREEN W/YELLOW STRIPE) TERMINATE ON THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 5. IS THERE AN APPROPRIATE ELECTRICAL CONNECTION (BOND) BETWEEN THE NEUTRAL BAR AND THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 6. DOES THE GROUNDING SYSTEM COMPLY WITH MCDONALD'S "BUILDING ELECTRICAL GROUNDING DETAIL"? ❑ ❑ ❑ 7. IS A SURGE PROTECTOR INSTALLED THAT COMPLIES WITH MCDONALD'S "TVSS INSTALLATION GUIDE" OR DETAIL? ❑ ❑ ❑ 8. ARE ALL ELECTRICAL CONNECTIONS (WIRING &BUSING) PROPERLY TIGHTENED? ❑ ❑ ❑ 9. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? e❑ VISUALLY INSPECT THE PANEL "CP" THAT POWERS POS 'ES NO N/A ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? ❑ ❑ ❑ 2. IS AN ISOLATED GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY INSULATED FROM THE PANEL? ❑ ❑ ❑ 3. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ ❑ 4. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 5. DO ALL ISOLATED GROUND CONDUCTORS (GREEN W/YELLOW STRIPE) TERMINATE ONLY TO THE ISOLATED GROUND BAR? ❑ ❑ ❑ 6. ARE ALL ELECTRICAL CONNECTIONS (WIRING &BUSING) PROPERLY TIGHTENED? ❑ ❑ ❑ 7. ARE ALL POS AND COD CIRCUIT BREAKERS ON THE SAME PANEL? ❑ ❑ ❑ 8. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ❑ ❑ ❑ 9. DO ALL POS &COD CIRCUIT BREAKERS HAVE A LOCKING MECHANISM ON THEIR HANDLES TO PREVENT THEM FROM BEING SHUT OFF BY MISTAKE? ❑ ❑ ❑ 10. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL ONE EQUIPMENT GROUND AND ONE ISOLATED GROUND CONDUCTORS THAT ARE PROPERLY TERMINATED (SEE POS &COD ISO GND/DED CKT DETAIL)? m w N Q O O � w Professional of Record: �� m� � z O� O os�� Q V ry/�/\� � W ? � � N o� �--� z rai W Zy. Lt. �J J OZ o r� V � �� Z ] �' � �� Lit � > � d � _ � �� _ w O Z � � O w r- 0.. L'� 000❑a❑aoo 00 � S TES 00 00 �..•• • • � °o o� ��' ��' �� o _�000 oNoo�000� I�®I�� '� Seal VISUALLY INSPECT ALL REMAINING ELECTRICAL SUBPANELS � J Q � � L o� o ° a� v-'v�-°oLo �� 'ES NO N/A ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? � � a o- v ° � a� N v- v Ja a� v ❑ ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? o J °' ° �-v � ° a°i °c 3 ❑ ❑ ❑ 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? o � ° a 'm � a �' � � Q o o� �' >r �;� a'' O C +O' N N N ❑ ❑ ❑ 4. ARE ALL ELECTRICAL CONNECTIONS (WIRING &BUSING) PROPERLY TIGHTENED? � � ; a� � � � � ° " -° � ' c a, o ❑ ❑ ❑ 5. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? NO = � °c-°v 3 v � °'� ❑ ❑ ❑ 6. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL AND ONE EQUIPMENT N t s L ° ° ° v °c � �' ° GROUND CONDUCTORS THAT ARE PROPERLY TERMINATED? (SEE BUILDING ELECTRICAL GROUNDING DETAIL) � � °� °' ° �� N v o o c y v ° +� x +� _ y N° C N D N cU� �Li� rt+ J � � ° ° � v '� U� � U Q C�-v � :�cnornv�v°�i.° a N "� `� �� 0 VISUALLY INSPECT THE POS BRANCH CIRCUITS O ° "� O�O i N ° o 'ES NO N�A � C� 7 fA 7 p L 7 v o � ° ❑ ❑ ❑ 1. ARE THE POS BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY THEMSELVES? � � � � � ,o a, a� :_ � �.3 ❑ ❑ ❑ 2. IF THE POS BRANCH CIRCUIT IS ROUTED ABOVE GRADE, IS IT IN A METALLIC CONDUIT? o 0� a � P ❑ ❑ ❑ 3. DOES EACH POS BRANCH CIRCUIT CONTAIN: ONE PHASE (BLACK COLORED INSULATION) ONE NEUTRAL (WHITE w Q ��N° ago a, a o ' � N •`-' " COLORED INSULATION) ONE EQUIPMENT GROUND (GREEN COLORED INSULATION) ONE ISOLATED GROUND w r ° •��-' `o o � � s � a 3 c m (GREEN W/YELLOW STRIPE COLORED INSULATION). � � +� ❑ ❑ ❑ 4. DO ALL POS BRANCH CIRCUITS TERMINATE AT EITHER AN IG4700, IG4710, IG5261, IG5262 RECEPTACLES OR ANY COMBINATION OF THESE? a � � � ❑ ❑ ❑ 5. ARE ALL ELECTRICAL TERMINATIONS TO IG RECEPTACLES MADE WITH SOLID #12 AWG WIRE CAPTURED m Q cV � o\ m � _ W CV � o AROUND THE SCREW BARREL AND SUITABLY TIGHTENED? � Y � � w � � � w ❑ ❑ ❑ 6. ARE ALL BRANCH CIRCUIT CONNECTIONS PROPERLY TIGHTENED? o _ � � � o ❑ ❑ ❑ 7. ARE THE CORRECT AMOUNT AND TYPE OF IG RECEPTACLES PROVIDED AS SHOWN IN THE ELECTRICAL RE U B ROUGH -IN PLAN, NOTES AND INFORMATION? May 0 2024 ❑ ❑ ❑ 8. DO ALL POS RECEPTACLES HAVE ORANGE "COMPUTER ONLY" COVERPLATES? CITY OF DMONDS DEVELOPME T SERVICES ❑ ❑ ❑ 9. DO ALL POS BRANCH CIRCUITS COMPLY WITH THE "POS &COD ISOLATED GROUND/DEDICATED CIRCUIT DEPA TMENT DETAIL? N O m r� ❑ VISUALLY INSPECT THE POS BRANCH CIRCUIT FOR THE COD 8c KIOSK °O � o o Z 'ES NO N/A N o ❑ ❑ ❑ 1. ARE THE COD AND KIOSK BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY THEMSELVES? � w z z �� ❑ ❑ ❑ 2. DOES EACH COD AND KIOSK BRANCH CIRCUIT CONTAIN; � o - ONE PHASE (BLACK COLORED INSULATION), ❑ N � � = - ONE NEUTRAL (WHITE COLORED INSULATION), � o � o N - ONE EQUIPMENT GROUND (GREEN COLORED INSULATION), 0 (� z � - ONE ISOLATED GROUND (GREEN W/YELLOW STRIPE COLORED INSULATION). Q 0 zo o `" z ❑ ❑ ❑ 3. ARE THE CODS) AND KIOSKS) POWERED FROM THE SAME PANEL AS THE POS? ❑ O � � o Lu D � U Z � o ❑ ❑ ❑ 4. DO THE BREAKERS FOR THE CODS) AND KIOSKS) HAVE A LOCKING MECHANISM ON THEIR HANDLES THAT � � ❑ o � o WILL PREVENT IT FROM BEING SHUT OFF? � ❑ ❑ ❑ 5. DO THE COD BRANCH CIRCUITS) COMPLY WITH THE "POS &COD ISOLATED GROUND/DEDICATED CIRCUIT DETAIL? o Z ❑ ❑ ❑ 6. IF THE COD HAS AN OPTICAL ISOLATOR, IS A STRAIGHT BLADE ISOLATED GROUND RECEPTACLE ON AN � ISOLATE GROUND/DEDICATED CIRCUIT PROVIDED FOR IT? � Pos RISER DIAGRAM DD `� N C� 0 Z 0 0 w U rn ao N 0 Q z 0 0 U I c� 0 d 1'ro,ject & Applicaut iuforrnatiou 1'ro,ject'1'itle �12�1-189�1 Mcl)Rchnouds, WA-2018 WSRC I4xrRlrikliugl)eparhneutUse: I1)QI1fC• Nov 09, 2023 • 1'ro,ject Address 21�120 HWY 99 � Rchnouds, WA)802G Applicaut Name lkaueez Sheikh Applicaut 1'houe 20G-3G�1-3343 Appficmrt h;mafi kshe:kh(a?robiumeugiueeriug.colu Por questions about this report, cout;cct WhP,C Colrunercial'l'e�huic;rl Support at 3G0-S39-S300 or via em;ril at com.techsupport(alwaeuergycodes.com �- w m � Z J O � � � � m W � � � H W N Q O O � W Professional of Record: �� z m� 00 �o 0 �Q � �� o� N z o� a z� �w z �. vJ J ZN O V � r- � Z ] d' �� > � Qm 2 � � O � �' W OZ � �' O °� o=.. � poo❑o❑app pp �.�FWAS � Op o°O �O `'� y/��Ooo � o z: � ❑ ❑ 0 2301931 ' . O� O Opp��s��"ONoOO�oo p0\®I�� Seal �� a� J N � +' O � Q v "O � 'p � N 0 N cn � a °vc •`-�° m J o�aar��o L L � L +� L Q o Iry � ao a c�°'a��°'�c o v a)3v+,o N o !` a N a ' U � � 0+�, N L �j ++ � U C N L L U �/� c�v�p��o � V l �� 7 O c L O/ w y-' U ys-' v� yr a N � c0 00'3+�O�L 0 � � -° v � s —� c L o�� U C N L L �++ � Q) v C �' v) y., U � a v LIGHTI MPLIANCE SUMMARY � o � �� N o� o o +� x +� 2l)18 W Sl (` Compli;ruce Forms for Colrunercial l 3uildiu� s iuclluliug Group R2, k;l Kc, ltd over 3 stories ;rud ;rll R 1 Achniuistered by ��J).0).3 NPJ'.A, All rights reserved � � V t U i v tLi y ��~��ov� U Q C,+O_+� U� � O ��NvL�� rA � L � � � U C D O N N L /� oo�ai�O�v V ov �aU N U C N O fn OL -Ov w o O�O�oov 0 ® � T� N�-`v N C w � N N� 7 N 0 0 0 � aNi °' o v w t ��`O°'�°' � H a3� c� aim w O � � p � CV �1 Lu N Ul � \ Project Title 424-1894 McD Edmonds, WA - 2018 WSEC Date Nov 09, 2023 m Q � �_ w z �_ �_ � � � w � \_ _ Lu Lighting Power Calculation ALTERATION -INTERIOR LIGHTING (50% or more replaced) Compliance Verification COMPLIES o o � � o Compliance Method Building area LPA Calculation Adjustment none May 7 2024 CITY EDMONDS DEVELOP ENT SERVICES DE RTMENT N 0 w Q I'ri � 00 vi f\ � O o N � � � w � cn ai Z w W � cn � � z� � o � � o � o N 0 � Z (n � � O N Q � O (~J Z �= � � 0 � tr � � � � � W � O � of 1= � W p cn c� v) co 0 0 z w � ENERGY CODE COMPLIANCE heueral Occupancy AI I Colrunerci;rl heueral Building irse'I'ype l)ulrug, FastI4xxd Bruldiug (.oud, h`loor Area 1,80G heueral l'ro;ject'1'ypes Alteration New Building or Addition. i,iglrtiug Scope Alteration. I,ightingScope r luterurl,ightiug 1'ro,ject (.oud. Floor Area 1,80E FloorsAhovetirade 1 Complimrce Method Gnnpliauce Method 1 - Geuer;rl i ightmg 1'ro;ject 1)currptrou I,ightiug C:ornpliauce , l roject'Ij�pe luterior / F;xtcrior Ou4+rim• )aC)n(ICS )1°rrx )arC17l°' I,ummaire Beplacemeut Scx)pe � ('ongfliauce Method � I,l'A ('alculatiou C:omplfaucc Scope �, pare,°�) Adjustment Verification mul Method Alteration luterior I,ightiug SO'%: or more replaced Ruikliug area No Calculation Adjusilneuts allowed COMI'I��:S Interior Lighting Power Allowance -Building Area Building Areas Cross luterior Area (SF') LPA (Watts/SF) Total Watts Allowed Total Proposed Watts C:ornpliauce Slatus fry (SF x LPA x I) By Building Area Building Area l)iuiug -Cafeteria/first final 1,323 0.72 953 688 COlvll'I,LRS Proposed Lighting Power Density Watts per 'Total Total Watts Fixture'lype./Application Fixture D) Building Area New or hlxistiug-to-Rcmaiu Quantity of F ixhrres, ('.I 1)s or Luminaires hYxture, CId) or I,iuear Watts per I;inear Proposed (1IF`) I,uminaire (WpF') F`cet (I,F� h`oot (Wpld�`) (#Fx WpF) or (LF x WpLF) Individual Fixtures 'Proffer F'). &. IC)RP, l)iuiug -Cafeteria/fast food New �I �I�I 176 It ��cussucl clowulight I J.R. & I JRP, l)iuiug -Cafeteria/fast food New 3'). 1G 512 Project Title 424-1894 McD Edmonds, WA - 20I8 WSEC Date Nov 09, 2023 Proposed Fixtures Details ALTERATION -INTERIOR LIGHTING (50% or more replaced) I�ixlurc'l:ypc/Applic:Uion I�ixlurc lU I,oc:rlion in llocunuarts I,:uup'1',ype Building Are:r New or I�:xisliug-10-12cruain Individual Fixtures 'Proffer rC)8c.1�21ti�: l�:Lll IJ+J) l)iumg-Cafc,terialfirstfixod New r'Ixtlll'C I>escriptou ')X�1 'I'Itt)rTPR. Are t11eSe hxtllreS located Wlthln a daylight 7.11ne?: No 1 hY thdsd hsrures r�gwr� spd.whd apphdataxu hghhug oxutr:rls?: N.xue rc�mrel Ltcccsscddowulight 12R&.IJRF R1.0 I,P�) l)iumg-Cafeterralfirstfixod New Fixhrre l)escriptiou: �I"I,Pd) DOWN IdGH'l' Are these fahrres located within a dayligJltzoue?: No 1)o dlese fxhrres require specific application lighting couiruls?: None required �. N N 0 C� w �� I III II II C=� -- —_ --�� I I �� II III L — J �� PLUMBING SCOPE �n — �� III OF WORK lU_� II J I ' E HS P1 I I 4�4� J �-- ---------� � � — — �� I I I �---j�L--� QQ� ul I� I I I I I dd� I I I \\\ L ��--� L--J I — � / � � L PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES/COMMENTS FS-1 8x8 FLOOR SINK WITH HALF -GRATE ZURN ZN1910 PIPE SIZE: 3" JAY R. SMITH 3415 DOME STRAINER: ALUMINUM HS-1 STAINLESS STEEL HAND SINK ADVANCE TABCO 7-PS-61 1.0 GPM FAUCET: INCLUDED WITH SINK NOTES: 1. PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN P—TRAP AND VALVE STOPS FOR ALL SINKS & LAVS 2. PLUMBING CONTRACTOR SHALL SPECIFY COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT 3. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/TYPE WHEN ORDERING 1/' // DEMO PLUMBING SCALE: 1 /4"1 'C GRATE: HALF — NICKEL —BRONZE SEE NOTES 1 , 2, & 3 TO ORDER PLUMBING FIXTURES, CONTACT HD SUPPLY: PHONE: (866) 310-3576 E—MAIL: MCDCOORD@HDSUPPLY.COM PLAN GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND CONNECTION OF PLUMBING 2. REMOVE ALL UNUSED PLUMBING SUPPLY, WASTE, AND VENT PIPES. DO NOT ABANDON IN CEILING, WALLS, OR FLOOR. 3. PROVIDE THERMOSTATIC MIXING VALVE. WATTS MODEL MMV. TEMP SET TO 105°F, LISTING ASSE 1016. PLUMBING PLAN KEYED NOTES P1 REMOVE EXISTING PLUMBING FIXTURE AND PLUMBING CONNECTIONS. CUT AND CAP PLUMBING. P2 SAWCUT FLOOR AND PROVIDE FLOOR SINK, CONNECT 3"W AND 2"V. ROUTE INDIRECT WASTE LINES FROM EQUIPMENT TO FLOOR SINK. MODIFY PLUMBING AS NECESSARY TO ACCOMMODATE REMODEL. ❑PROVIDE NEW HAND SINK TO NEW LOCATION ON NEW WALL. EXTEND AND CONNECT EXISTING Y2"CW, P3 j2"HW, 2"W, AND 1Y2"V TO HAND SINK. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS, LOCATIONS, AND ADA REQUIREMENTS. FIELD VERIFY EXACT POINTS OF CONNECTION. MODIFY PLUMBING AS NECESSARY TO ACCOMMODATE REMODEL. � w m � Z J O � � � � m W � O � H W c� N Q � O � O W Professional of Record: �z �� .-- �. ¢ N O ^ r � d' V � O oz z o� U �� w � >z-- iri J � IzY W � o ��}} U ILA Imo- J (� � � � 0= = CO ��N. U `*w¢ ozz ��O 0000❑oaoo Aiy,�c� o°°oo of W �°o �:��, o tip•: ❑ � _ ❑ � ❑ ❑ 00000sooN000�000 0 Seal 11/10/23 � J � a� N � +' O � U � N Q O "O d� p N p i cn � U a ° o c � +� � � ° N �>> �, J a aai o �a+;�;vov -° J °" `o a� v° � a o � ��yo�a��c 3 � o o " v a� �.- v a ° +' a ' � U°��vsa�aoi � � ��•--o�'o o � � � °� v c rna N � o 0�•3+.°�� c v O ° c � —UC�O�++ ////�� V♦ �Lv�000°c °cc°�°-env � N -v O 7'y � V C v c°'� voo O O +� x +� O y U C N L N '~ v U Q C�� V � i O U?rt''tAVNC� L C U a O N� ,� aO+ _ 7 � � 7 (aA 7 0� v `~ U a � fA L O °c,�a?�'�ca� o '3 ,� L c a� •3 ,� o o o3o�vov o � � v v��,°�-°ayio 7 Q <� N N� N N U_ U �' a ° ° � o_ � a� o � � +• a� a� H a�3� °cam aim � m N m � N �� w �� wQ w � �� _ w Q � o � � o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N O 6) N O o N � � � w z H W � � w �' cn z� � � _ � � cn N 0 U) z (� � � Q O O U N Z O � � � � L� � � U Z W OQ � O � 1= U 0 � u O o cn c� co in � 0 d z w PLUMBING PLAN DO N N U GENERAL PLUMBING NOTES GENERAL: 5. THE GREASE INTERCEPTOR SHALL BE VENTED IN ACCORDANCE WITH THE 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES LOCAL CODE OR THE MANUFACTURER'S REQUIREMENTS. AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 6. ACCESS TO THE GREASE INTERCEPTOR SHALL BE PROVIDED WITH TWO (2) 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. 24-IN. MANHOLES. ALL SURFACE WATER MUST DRAIN AWAY FROM MANHOLES. 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR 7. PIPING INLET AND OUTLET SIDES SHALL BE CLEARLY LABELED ON THE TOP TO INSTALLATION. ALL ROUGH -IN LOCATIONS SHALL BE COORDINATED WITH OF THE GREASE INTERCEPTOR TO INSURE PROPER INSTALLATION. THE MANUFACTURER'S SUBMITTAL INFORMATION. DOMESTIC SUPPLY SYSTEMS: 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. A. UNDERGROUND PIPE IS TO FOUNDATION FROM THE EXITING SANITARY PIPE. WHERE A 5 FT. SEPARATION IS NOT B. OVERHEAD PIPE IS TO FINISHED WALL POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM C. ELEVATIONS ARE TO FINISHED FLOOR OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE) OR CPVC. THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR IF CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT OF DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PSI ENGINEER -OF -RECORD. STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN APPROVED WATER -PRESSURE REDUCING VALVE WITH STRAINER CONFORMING 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OE WORK. TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS BELOW 45 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE, THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT OF EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., MAY OCCUR, THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB 5. PROVIDE A MINIMUM Y2" ANNULAR CLEARANCE AROUND ALL PIPE SLAB STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. PENETRATIONS. 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT 6. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE HEAT LOSS AND SEEPAGE. INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE 7. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE. EQUAL. 8. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE 11. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER APPROVED AND LISTED FIRESTOPPING SYSTEM. TUBING, COPPER PIPE OR CPVC PIPE. SANITARY AND VENT SYSTEMS: 9. CPVC PIPE SHALL BE FLOWGUARD GOLD OR ELOWGUARD BENDABLE AS 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. FROM MANUFACTURED BY LUBRIZOL. THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM 10. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. SOLVENT CEMENT AS MANUFACTURED BY IPS WELD -ON OR OATEY. 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST-IRON 11. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. WHERE REQUIRED BY CODE. 12. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH AS FOLLOWS: PIPE SIZE MIN. SLOPE 2Y2" OR LESS Y4" PER FT. 3" TO 6" Ya" PER FT. 8" OR LARGER Y,6" PER FT. MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER PIPE 12 FT. 10 FT. COPPER TUBING <1Y4" 6 FT. 10 FT. COPPER TUBING >1Yz" 10 FT. 10 FT. CPVC <1" 3 FT. 10 FT. CPVC > 1Y4" 4 FT. 10 FT. 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND 13. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE SHALL BE LOCATED NOT MORE THAN 100 FT. APART. INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS -LINKED 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER POLYETHYLENE (PEX). THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 1 4. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME EVERY 40 EEET OE DEVELOPED LENGTH. SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE PENETRATION. OR APPLIANCE THEY SERVE. 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS 15. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER -TURN SHALL BE PROVIDED. SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. 8. CLEANOUTS ON 6-IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A 16. QUARTER -TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8-IN. AND LARGER INLINE BACKFLOW PREVENTION DEVICE. PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 17. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. FOLLOWS: MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING ABS 4 FT. 10 FT. PVC (TYPE DWV) 4 FT. 10 FT. CAST-IRON (<10 FT. PIPE SECTIONS) 5 FT. 15 FT. CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. 18. ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1 THICK EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7. 19. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. LEGEND ABBREVIATIONS COLD WATER PIPING ACM AREA CONSTRUCTION MANAGER TEMPERED WATER PIPING (110°F) AVB ATMOSPHERIC VACUUM BREAKER HOT WATER PIPING (140°F) BSI BEVERAGE SYSTEM INSTALLER RECIRCULATED HOT WATER PIPING CO CLEAN -OUT OVERHEAD LINES (BY P.C.) DFU DRAINAGE FIXTURE UNITS) UNDERGROUND WASTE PIPING EC ELECTRICAL CONTRACTOR VENT PIPING FAC FIRE ALARM CONTRACTOR ABOVE GROUND STORM PIPING FCO FLOOR CLEAN -OUT UNDERGROUND STORM PIPING FD FLOOR DRAIN HOSE BIBB FPC FIRE PROTECTION CONTRACTOR T�I CHECK VALVE FS FLOOR SINK BALL VALVE GC GENERAL CONTRACTOR � THERMOSTATIC MIXING VALVE GI GREASE INTERCEPTOR ® FLOOR DRAIN GPF GALLONS PER FLUSH ® CLEAN -OUT (FLOOR OR YARD) GPM GALLONS PER MINUTE FLOOR SINK GW GREASE WASTE � PRESSURE GUAGE HS HAND SINK © LOW PRESSURE SWITCH I.P.S. IRON PIPE SIZE (ALSO NPS) ❑H HIGH PRESSURE SWITCH KEI KITCHEN EQUIPMENT INSTALLER SOLENOID VALVE KES KITCHEN EQUIPMENT SUPPLIER THREE-WAY VALVE LAV LAVATORY PRESSURE REGULATOR MC MECHANICAL CONTRACTOR N� DUAL CHECK VALVE OR RPZ MHT MALE HOSE THREADS DUAL CHECK VALVE WITH ATMOSPHERIC VENT MS MOP SINK � STRAINER NPS NATIONAL PIPE THREAD STANDARD RELIEF VENT NPT NATIONAL PIPE THREAD TAPERED 0/0 OWNER/OPERATOR OH OVERHEAD 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE STORM DRAINAGE SYSTEMS: FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND P PUMP TRAP SIZE SLOPE DISTANCE 1Y4" y4" PER FT. 2'-6" 1Y2" �4" PER FT. 3'-6" 2" �4" PER FT. 5'-0" 3" Y8" PER FT. 6'-0" 4" & LARGER Y8" PER FT. 10'-0" SHALL CONFORM TO ASME A112.21.2M OR A112.3.1. 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST-IRON WHERE REQUIRED BY CODE. 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE THE SAME AS THE SANITARY AND VENT REQUIREMENTS. 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. SAME AS THE SANITARY AND VENT REQUIREMENTS. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1 " THICK THE PARAPET. EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7 TO PROTECT AGAINST CONDENSATION. 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 SHALL BE LOCATED NOT MORE THAN 100 FT. APART. FT. ABOVE THE INTAKE. 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, g, CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB DEEP SEAL TRAP OR PROSET TRAP GUARD. PENETRATION. 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR g, WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN SHALL BE PROVIDED. APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF APPLIANCE DRAIN PIPE. DRAINAGE SYSTEM. GREASE INTERCEPTORS: 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. 2. THE GREASE INTERCEPTOR SHALL BE INSTALLED IN A LOCATION THAT IS ACCESSIBLE FOR PUMPING. 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR PRECAST CONCRETE. GREASE INTERCEPTOR CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES. 4. PRECAST CONCRETE INCERCEPTORS SHALL BE CAPABLE OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SHALL BE REINFORCED WITH BAR OR WIRE MESH AND SHALL BE COATED WITH A MINIMUM OF TWO (2) LAYERS OF NOVOLAC EPDXY ON THE INTERIOR. PC I PLUMBING CONTRACTOR RC REFRIGERATION CONTRACTOR RPZ REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SS SANITARY SEWER ST STORM SEWER SVB ANTI -SIPHON, SPILL RESISTANT VACUUM BREAKER TAB TEST AND BALANCE CONTRACTOR UG I UNDERGROUND UR I URINAL V I VENT WC I WATER CLOSET WCO WALL CLEAN -OUT WSFU WATER SUPPLY FIXTURE UNITS) mw Z J O � � � � 00 W � O � H W N Q � O 0 W Professional of Record: �z �� ao •-- rn � ¢ N O ^ r � v- p O V oz z o� U �� w � >z-- iri J � IzY O W � � � o ,� � o ��}} U ILA Iw- J (� � � > � =cmo� o�H �' i,..i ozz ��O D000❑000� WA o°°°o oFMAiy,�c� �°o �� O tip.: ❑ Q ❑ ❑ °°000s�ONAL EN000 0 ��❑�O Seal 11/10/23 � J � a� N � +' O � U � N Q O "O d� p N p i cn � U a ° o c � +� � � ° N �>> � � a aai o tea+;>>vov � � °" a a�v° � ao � ��°'a��"�c 3 � o o " v a� �.- v a ° +' a ' � �' U N N r � NCO' N � � � +' -° o � 'o o � � � o� v c rna N � o 0�•3+.°�� c v O ° c � -UC�O�++ ,,/^� V+ �Lv�000°c vcc°�°-env � N -v O 7'y � V C v co'� voo v O +� x +� '~ v U Q C�� V� i �_ _ 0 o�vai�`o�� v � ao � fA L O o '3 ,� � c a� •3 ,� o L� o o3o�vov � W � ® v � �� N +' _O y C N� 7 N U_ U Q N N �' a ° ° � � � a� o � � +• a� a� H a�3� °cam aim o_ O m � N � � m Q O N � �� W W � � `� � � w Q � o � � o RESUB May 07 2024 CITY OF ED ONDS DEVELOPMEN SERVICES DEPART ENT N 0 r� � vS � � O o N � � � w z w w� cn z� � � _ � � � o � o N 0 U) Z � � � � z O N O � � � o n L� � � U Z W � � O ~ I, U O � W O o cn c� co i� � 0 d z _ � v> GENERAL NOTES