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REV1 APPROVED BLD2023-1468+Architectural_Plan+4.23.2024_3.45.52_PM+42145899 AREA OF WORK 1 I a NORTH THJ S DRA DNC IS FOR REFERENCE ONLY Park 212� ent Homes 2t5m srsw PROJECT EAM I APN #: 00580700002206 CONSTRUCT 0 O N MANAGER: DRAWING SYMBOLS 9805 NNED1 1 THA STREET, SUITE A302, KIRKLAND, WA 98034 KEYED NOTE----ox > PHONE: (425) 305-0266 CONTACT: CURT HOBBS E DETAIL XX TOP # =DETAIL #MAIL: curt.hobbs®us.mcdxom REFERENCE xx BOTTOM #= SHEET ARCL� 0 T E C T SECTION CUT__ XX TOP # = DETAIL # PM DESIGN GROUP, INC. i REFERENCE XX BOTTOM # = SHEET # 19401 40TH AVE W SUITE 420 REVISION NUMBER-------Q LYNNWOOD, WA 98036 X PHONE: (425) 967-8409 CONTACT: AMANDA MARTIN EMAIL: amartinOpmdginc.com ELECTRICAL.' ROBISON ENGINEERING 19401 40th AVENUE W, SUITE 302 LYNWOOD, WASHINGTON 98036 O PHONE: (260) 364-3343 CONTACT: JAMES YBARRA VICINITY MAP BikeLink- Edmonds Park and Ride eLockers Edmonds Park & Ride 0 Aldercrest Health & Rehab Center Edmonds g and- . Swedish Urgent Care- Edmonds 19 v Beacon Building Products CarMax. Test Drive Your Fays�' 0 The Everett Clinic v Ear, Nose and Throat. SEAWEED Cannabis ® 9 Edmonds- Dispnsary.. Edmonds Diagnostic Imaging -ultrasound • / 8 8 B Cable Contractors QLodestar v CIL �i s Canopy worl � puck ecceasm yea :;oie �. SIT Tarter Acura of Lynnwood ® acum nealei J 7 n / 0 /item St SW 216fn Si INDUSTRIOUS 19- Lynnwood PForeign Engines used auto Darts store BUILDING CODES Entangl oRoom,', 2018 INTERNATIONAL BUILDING CODE Originally 2019 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL MECHANICAL CODE Cos 2018 INTERNATIONAL FIRE CODE 2018 UNIFORM PLUMBING CODE 2018 ICC PERFORMANCE CODE p 2018 WASHINGTON STATE ENERGY CODE EDMONDS COMMUNITY DEVELOPMENT CODE al Seattle Coffee Gear e - Repair Center P F.E. hirlwind „ MAX. lean&Green MIN. Q D O.C. 2�thStSw SIM. TYP. N.T.S. ABBREVIATIONS FIRE EXTINGUISHER V.I.F. MAXIMUM F.R.P. MINIMUM ON CENTER SIMILAR TYPICAL NOT TO SCALE GENERAL BUILDING NOTES 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS AS WELL AS ANY DISCREPANCIES BETWEEN THE M ARCHITECTURAL PLANS AND ANY EXISTING CONDITIONS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE M WORK IN THE CORRESPONDING AREA. 2 CONTRACTOR TO COORDINATE DISCONNECT OF ALL UTILITIES PRIOR TO ANY M DEMOLITION. 3. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS AND DISPOSE OF IT IN ACCORDANCE WITH CITY AND COUNTY REGULATIONS. 14. CONTRACTOR TO PROTECT ALL PUBLIC BUILDING AREAS ALONG THE ROUTE OF TRAVEL PRIOR TO THE COMMENCEMENT OF DEMOLITION. M 5. CONTRACTOR TO CLEAN UP PUBLIC AREAS ALONG THE ROUTE OF TRAVEL M 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. M 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 M CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL M PHASES OF CONSTRUCTION. 19. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION, CONSTRUCTION TO BE SUSPENDED M 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 M '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-LITE (TYP.) FOR ENTRY DOORS. 16. VERIFY INTERNATIONAL SYMBOL OF ACCESSIBILITY IS AT ALL ENTRANCE AND EXIT DOORS, IF NOT PLEASE PROVIDE. I �I . .Tr.1a A.1 Aa• I<•a, aA. A. aA ♦ ,1t• TA r l Ar Ar �aa. . A. kGE AND 3E OR AS ZREST 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 LBS. 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. DDRAW NG 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 S 4 ST D TAI S 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. 0 R I R L A I , 112. ELECTRICALI E0.1 NOTES &DETAILS 19. P2.0 PLUMBING NOTES SOTS INFO STATE SITE CODE: 046-0523 STORE NUMBER: 20783 ADDRESS: 21420 HIGHWAY 99 EDMONDS, WA 98026 COUNTY: SNOHOMISH BULDM 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. U m z 0 J Q (n H U co W � � o U w a_ FL co N w a a_ LCq C, N d N p CD a Professional of Record: PAIA DESIGN Architectural Snliitinne Grniin 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMANDA MARTIN 1 PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT OCCUPANCY ALLOWANCE: * NO CHANGE M PROPOSED TABLE 1004.5 MAXIMUM FLOOR M 9664 AREA ALLOWANCES PER OCCUPANT REGISTERED ARCHITECT FUNCTION OF SPACE ALLOWANCE AREA OCCUPANT I ACCESSORY STORAGE AREAS, 300 GROSS 266 1 KE TH McCRACKEN MECHANICAL EQUIPMENT ROOM STATE OF WASHINGTON ASSEMBLY WITH FIXED SEATS SEE PLAN - 49 ASSEMBLY WITHOUT FIXED 08/16/23 SEATS (STANDING) 5SF/PERSON 75 15 Seal 00152 BUSINESS AREAS 150 GROSS 98 1 ° KITCHENS, COMMERCIAL 200 GROSS 998 5 ° Q) a °.L Q - ° ° O ° �� �.� TOTAL OCCUPANCY ALLOWANCE (EXISTING) 71 * 7 J O L N ° L 0- LIRL SAFETY NO CHANGE y 0 J ����E;2 0-0 ° PROPOSED O ., ° .0 w CO EMERGENCY LIGHTING: X YES NO o 0 �� 0- CO - 0 c o - EXIT SIGNS: X YES NO (n .0 0 o .-a, Q FIRE ALARM AND SMOKE DETECTION: X YES NO O N o 05, ° ° o °-0 0 c PANIC HARDWARE: X YES NO ° ° + C L 0 -° -C - = L - ° a)a FIRE SPRINKLERS: YES X *NO o s ° SCOPE CL WORK - ° 0 0- x- u) °��° N 0,� 0-L°73 ~ 1O J ° ° U • MINOR RELOCATION OF EXISTING EQUIPMENT IN O CUSTOMER SERVICE AREA. • MINOR DEMO AND CONSTRUCTION OF V NON-STRUCTURAL PARTITIONS. o • DINING CEILING TILE DEMO AND TILE REPLACEMENT. W • RELOCATION OF ANY AFFECTED CAMERAS, SPEAKERS, W AND CEILING DIFFUSERS. • NEW CUSTOMER SERVICE COUNTERS. Z QO CV • NEW MCDELIVERY COUNTER. • NEW EQUIPMENT IN CUSTOMER SERVICE AREA o CONSISTING OF: NEW 48 DIGITAL ASSEMBLY CART WITH FRIDGE, ABS 14"X30" ROA CART LANDING ZONE CART, BLENbER 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 M NO WORK IN THE FOLLOWING AREAS: M °O 00 r` • KITCHEN AND FOOD PREP AREA, BACK OF HOUSE AND 04 STORAGE, AND MEN S AND WOMEN S RESTROOMS. (HEALTH REWRLMIRNTS Z N M � 1. DURING CONSTRUCTION THE LOBBY WILL BE SHUT J DOWN TO CUSTOMERS WHILE THE DRIVE-THRU WILL o STAY OPEN. A LUXURY RESTROOM TRAILER WITH HOT z OZ AND COLD RUNNING WATER ALONG WITH AN A.D.A. COMPLIANT PORT -A -POTTY WILL BE ON SITE FOR THE w EMPLOYEES AND GENERAL CONTRACTOR. 2. DURING CONSTRUCTION A TEMPORARY WALL OF i PLASTIC TAPED OFF FLOOR TO CEILING WILL BE PROVIDE TO PROTECT DEBRIS FROM ENTERING THE _ KITCHEN. co pp N z j RN to N 00 3 0 Z CE W N N N o c �o 0 o6 r7 v 0 0 N U VER SHEET :2 LU r) z N REFERENCE SITE PLAN SCALE: NORTH 1$$= 20,_0" I 101, ay, dNDDMIM1-1 `] ARK DESCRIPTION OF WORK ❑1 PROPERTY LINE, TYP. ❑2 PUBLIC SIDEWALK ❑3 EXISTING ACCESSIBLE PATH OF TRAVEL ❑4 EXISTING SIDEWALK ❑5 EXISTING ACCESSIBLE PARKING STALL WITH PAINTED ACCESSIBLE PARKING SYMBOL © NEW DRIVE THRU WINDOW. SEE EXTERIOR ELEVATION a 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. 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. m U z 0 J Q H (n 0 W co � (n � Q1 W a_ FL C/) w a a L M N M O N � d' a Professional of Record: mFvjTAt4 DESIGN Architectural ouiuLluliz, uluuN 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMAN DA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT 9664 REGISTERED ARCHITECT KE*ZTH"McCRACKEN STATE OF WASHINGTON 08116123 Seal 00152 °�o J �Q�0 M d O N U o- p v Qoo� Mo o�vv))� Q U C N L U I\ C O O= O- O O rCl) D ° L O U y� ° C Q) fl- C14o °- 3 ° � °� N p 0 0° C O 6 y-+ N O C N C C +O+ O- In � o 0 > 0 ° ° o 6 °+• x— N N U C N!E N 0 J~ C O° N rC'n OU� y-+ O O C Q ° 0,c) N o v =3 o ° O 0 0 0 0� 0 O 0 a L 3 0� �3V)=�a) o N N 7 c/1 N, U U Q O a o o -t, Lai Q3 o� co a ro 00 I',- O N Z c N Z � 0 J 0 Q Z Z 0 0 :2 LLI ry r- spi SITE PLAN N O I n Onn �18 NOT USED �14 NOT USED �6 NOT USED -�4 NOT TO SCALE SD4 NOT TO SCALE 1.2" —� Imo— 38" -� Imo•) •rt.•yj FRAME & LAMP DETAIL SCALE 3/8" - 1-0` 18" X 28" X 1 1/4" PLATE 1 3/8" SLOTTED HOLES 1 1/4" BOLTS 1 1 I.— 11 ­i PLATE DETAIL SCALE 1/2 - 1'-0- �20 DRIVE-THRU CANOPY SD4 NOT TO SCALE 1* 9'-4 3/16" -01 3/16 0 6'-9" CROSS SECTION A -A SCALE 3/8" - 1'-0" 11" X 11" X 5/8" PLATE 3/4" HOLES 5/8" BOLTS PLATE DETAIL SCALE 1/2.6 1'-0" GRAPHIC QETAIL SCALE 3/16 • 1 •0• AXIAL LOAD - 1560 LBS SHEAR FORCE - 2800 LBS OVERTURNING MOMENT - 15,800 LB -FT MAXIMUMS AT POLE BASE ,e A FOUNDATION TUTS EXISTING CONDUIT TO BE REUSED EXISTING CONCRETE FOUNDATION B ANCHOR BOLT PATTERN NTS CONNECTION DETAILS NTS 1/2 HEIGHT LOCK NUT HEAVY HEX TOP NUT (GALVANIZED) PLATE WASHERS PER MANUFACTURER (GALVANIZED) HEAVY HEX LEVELING NUT (GALVANIZED) „ 1" 0, GRADE 36, HOT DIPPED GAL —mi— tt• ANCHOR BOLTS 2"x2"xi/4" PLATE n• EXISTING CONCRETE FOUNDATION NOTES: -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGNMGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE EXISTING CONCRETE FOUNDATION NOTES: -USE F1554 GRADE 36 BOLTS MINIMUM -USE HOT DIPPED GALVANIZED BOLTS -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE 51GNAIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (FY = 35KSI) -HSS ROUND SECTION: ASTM A500 GRADE B (FY = 42KS1) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (FY = 46KSI) -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 -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL. -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND 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 08/16/23 J U 0 — O N 0 2 0� 0 0 0 C - rt+ 'E 0-0-0 a) U _F a oo U) , O L N 0 L O N -O U 0 O O N N N c co n " - O O +-, . co U C N L L U " N co N N N N N E— O N 0' — � O 0 0 0 3 a 0 o a _ t N p 0 0 0 0- O 0 � N 0 C C0 (D a �-6o�•�nEvc ao0 0+ x� N 6 U U C N N O J c w 0 U 73 a U Q U 0 t- co U c:U U L•U N = 6 O Q L E o 0 m U U 0 O co L 0-0 U 0 c- 0 U 0 -0 Q) - '0_' C 3 a) •- , U 0 0 3 0 i 0 0 (D 0 N 0 0 j= O U) 0- 0 t 0— i O N L N H Q3 c- (0- i SD41 CANOPY PULL FWD W co v N 0 N m N V c� 0 ui 0 z 0 0 W 0 Q a U w U 0 z it 0 0 r m m 0 J 0 Q Q N U) 0 z 0 0 W 00 N N 0 U O Q 0 0 0 a z 0 0 U U) U LU O 01 a Q W U) a DEMOLITION FLOOR PLAN KEYED NOTES 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. 12. EXISTING COFFEE TO BE RELOCATED, CART TO BE REMOVED. 13. EXISTING BLENDED ICE MACHINE TO BE RELOCATED. n II III 14. EXISTING SPECIALTY COFFEE TO BE RELOCATED. 15. EXISTING ABS TO BE RELOCATED. 1 L�J L 22 -L L v 16. EXISTING TEA AND CREAMER TO BE RELOCATED. 17. EXISTING BEVERAGE BAR AND EQUIPMENT TO BE REMOVED, PLUMBING TO 2 BE CAPPED. 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 IDNEW CONSTRUCTION. 25. EXISTING GLAZING TO BE REMOVED TO ACCOMMODATE NEW DRIVE-THRU T WINDOW. Li 1 ® PROPOSED FLOOR PLAN 21 I h_1 - KEYED NOTE S 24 24 I CUSTOMER pF��`t1U r+Jll 3 _ 111 I N III I ( Lo ' 3 SERVICEL 3,_ 3'-6" 3'-2" 5'-0" 3'-7"Lj 1. NEW 3'-0" 2-DRAWER WORKTOP FRIDGE WITH RELOCATED POS AND COUNTERTOP EQUIPMENT. ----- F_ j o fail 22 ° 1 1 �o iil� 4 ��� I JI 2 22 11 A3.0 A3.0 __ A3.0 3 N - 2. NEW SURFACE MOUNTED MENU BOARD (TYP), SEE DETAIL 6/A3.1. 3. NEW FULL HEIGHT PARTITION. SEE DETAIL 9/A3.1. ---�- Lr 1 Tl $ CUSTOMER o ❑ N � 12 - 4. NEW PRE -MANUFACTURED ORDER AND PICK UP COUNTER. �_i O II 6 SERVICE MF In[ 5. NEW MCDELIVERY COUNTER. r� j� 1 1 � I n 1 l l l C- - (r� �� LO o s 1 1 I A3.0 M. 5 N 12 A3.0 6. RELOCATED FIRE EXTINGUISHER. LOCATION SUBJECT TO APPROVAL FROM AUTHORITY HAVING JURISDICTION. IT - --' ,--_U 0 4 7 4 6 22°-0" 8'-5" �fL 7 III 20 -- -_ -_ - J��L I I I �1 2 IF AL 7 3 V.I.F. A3.0 7. NEW TILE TRANSITION LINE. 8. NEW HAND SINK, SEE PLUMBING DRAWINGS. -________ 23 LI I r I I I _ _ U I iC� II --- �J 1 1 I I II III �1 o M r 9. NEW AUTOMATED BEVERAGE MACHINE WITH TEA TABLE. L -J �ICl�rr I III � II III O I - N I 10. NEW 14%30" 2-TIER ROA STAGING CART. 9 13 14 II III ICI-- I J I II III 00I I 8 II I I 11. NEW 48" DIGITAL ASSEMBLY CART WITH FRIDGE. �J II III 19 r I 1 I 17 24 N m 10 13 14 1 I 15 16 I � � I �1 `� 17 18 - Li 12. NEW AMENITY STATION. 13. NEW BEVERAGE LANDING ZONE CART. \° I 15 �7 F- I --,-----------� ° ° 26 14. RELOCATED SHAKE MACHINE AND MCFLURRY. NEW DESSERT BUTLER AND I L J BLENDER BRACKET. 12 I r-� I ,-, ,-> m LJ ❑i ❑i W j 4'-0" 15. RELOCATED FROZEN CARBONATED BEVERAGE. III L J 16. RELOCATED BLENDED ICE MACHINE. 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'-919 4'-019 27 V.I.F. V.I.F. 20. RELOCATED COFFEE, TEA, AND CREAMERS. 0 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. NEW DOOR SEE DOOR SCHEDULE SHEET A3.0. 27. NEW DRIVE-THRU WINDOW TO MATCH EXISTING. NORTH NORTH 1 DEMOLITION FLOOR PLAN SCALE: 1/4"=1'-0" LL I PROPOSED FLOOR PLAN SCALE: 1/4"=1'-0" 2 U m z J a _o (n o � > LU U m ~ O C/) 0� W a W a co N It CV 0 o rn cc w cc a Professional of Record: Pm DESIGN Arch itectura Solutions Group 19401 40TH AVENUE W. #420 LYNNWOOD, WA 98036 (425) 967-8409 AMAN DA MARTIN PROGRAM MANAGER amartin@pmdginc.com KEN McCRACKEN ARCHITECT REGISTERED ��7 ARCHITECT KE ET McCRACKEN STATE OF WASHINGTON 08116123 Seal 00152 J +L-' 0 Q Oo �a���-vv o . ao v° %ac vr. 0 0 m OE mmc ° 0.020 _5L. m E� vL m '�//�� rtvc°pmv°c V/ v ca a ocmr° cCU4 I; :P:3 E ° my m v 2' °C6,2 a°NA"I M.0 c� n.� �z E c ♦+ v °o°'7Omc�i p a V 8 3 v8 o ®-v+,°'gv10 Ld �i-' 175 I � mL a3� c 5 m+. a_ m m O Z N - 3 ofCO �Q wQ w� Q Q p Q N O 00 rM� 00 N I � CD o N � Ld w z Z �� (n z 0CD Q U� o N N 0 (n z (� � J a O O 13 N N z0 O w Q U Z oQ o o U W W o p Cn U v� (.0 O Z A 1 W e0 DEMO AND PROPOSED FLOOR 00 N 0 P:\SEA\PROJECTS\MCDONALDS\00 SAO\MCD22348 EDMONDS #2, WA (SAO+LOBBY)\01 DRAWINGS\01 -ARCH ITECTU RAL\06 - A4.0 - EXTERIOR ELEVATION - EDMONDS, WA.DWG 4/16/2024 3:18 PM KIN LAP LEUNG SHEET W. TITLE x MCDONALDS NSN #20783 EDMONDS #2 DESCRIPT10N rn % _T__ 1 SAO ° CONSTRUCTION DOCUMENTS 0 0 0 SITE /D SITE ADDRESS Z 046-0523 21420 HWY 99, EDMONDS, WA 98026 u DR4WN BY PREPARED FOR: 02017 McDonald's USA, LLC AMM-n N STD ISSUE DATE McDonald's USA LLC 7 FIMD� 10/26/22 ® REVIEWED BY These - awings and specifications are the confidential and proprietary AMMTIN property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared DATE ISSUED for use on this specific site in conjunction with its issue date and are 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 project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. o LJ REV DATE DESCRIPTION BY CD IF ot(()n 3 CC) ITD_ z c a 0 N 11/03/23 PERMIT SUBMITTAL CK m 7 D o o= = 0 4/19/24 POST -PERMIT REVISION \CD �� o-�> ��m N cfl o m D `Z Z > Z Q nD o D m_ Z O m Z p 3 �;t 'a — 0