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APPROVED FIR BLD RESUB1 BLD2024-1305+Architectural_Plan+11.3.2024_10.08.08_PM+45987571� PROJECT INFORMATION AND DATA YGF TEANT IMPROVEMENT LEGAL DESCRIPTION PROJECT ADDRESS: 22315 Hwy99 #10, #3, SEC 29 TWP 27 RGE 04BEG AT SW COR OF 22315 Hwy99 #10, #3, Edmonds, WA 98026 LG DESIGN BUILD Edmonds, WA 98026 NW1/4 SW1/4 TH N88*59 OOE ALG 1/16TH LN 671.38FT TH NO2*19 30W 87.5FT TPB TH CONT LGDESIGNBUILDLLC ON SAME CRSE 558.5FT TO AN INT WITH ELY wwwlgdesignbuild.com SCOPE OF WORK Email: info@lgdesignbuild.com MGN OF ST RD NO 1TH ALG SD ELY MGN VICINITY & SITE PLAN TENANT IMPROVEMENT FOR 1,993SF S23*58 OOW 616.1FT TAP WH IS S88*59 OOW RESTAURANT. REMOVE/ADD INTERIOR 272.58FT FR TPB TH N88*59 OOE TPB EXC � W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WI W W W W WI W W W W W W I W W W W W W W W y Ln W W M � J W N W W GENERAL NOTES APPLICABLE CODE N W W W 1 VICINITY MAP IWW 1. DO NOT SCALE DRAWINGS. 1. 2021 INTERNATIONAL BUILDING CODE SCALE: N.T.S �W W W W 2. THIS PROJECT SHALL COMPLY WITH ALL GOVERNING 2. 2021 WASHINGTON STATE ENERGY CODE W W REGULATIONS,ORDINANCES, BUILDING CODES, OR 3. ICC A117.1-20017 ACCESSIBLE AND USABLE W W ' COVENANTS OF THE AREA IN WHICH IT IS BUILT. BUILDINGS AND FACILITIES 3. APPROVAL BY AN INSPECTOR DOES NOT CONSTITUTE !W W W AUTHORITY TO DEVIATE FROM THE DRAWINGS OR W SPECIFICATIONS. SYMBOL LEGEND ' W W 4. THE CONTRACTOR SHALL SCHEDULE WALK-THROUGHS ' , W W ' CLIENT AT EACH OF BELOW NOTED INTERVALS: A. PRIOR TO THE COMMENCEMENT OF 2306 ROOM NUMBER REFERENCE W W W WW WW W W W YGF CONSTRUCTION. � y ENT ► 23os DOOR NUMBER REFERENCE. W W B. PRIOR TO THE COMMENCEMENT OF ALL MECHANICAL + ELECTRICAL WORK. A REVISION REFERENCE !W � 5. PROVIDE ALL NECESSARY BARRICADES, WARNING W. PROJECT STAMP INTERIOR ELEVATION SYMBOL SIGNS, + DEVICES TO PROTECT PUBLIC + �� W LOCATION. 21037245 � I EXP. SATE: 12/25/2025 CONSTRUCTION PERSONNEL DURING CONSTRUCTION. ��� SUITE #3 & # 10 REGISTERED 6. MAINTAIN ALL REQUIRED ACCESS + EGRESS DURING �_ 03 DETAIL REFERENCE BUBBLE ARCHITECT CONSTRUCTION. W 7. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE ' W ' W W MANNER AND ALL MECHANICS SHALL BE SKILLED IN JOB NORTH 'W W THEIR TRADE. REFERENCE KEY W WWWWW ' Yujia Ren 8. G.C. SHALL REVIEW, CHECK, AND REPORT STATUS OF 6 W ' � � STATE OF WASHINGTON ALL SITE CONDITIONS, EXISTING GRADES, SURVEY AND (REFER TO SHEET/KEY NOTES) UTILITIES; AND SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE SITE. IT i SHALL BE THE RESPONSIBILITY OF THE G.C. TO NOTIFY NO REVISION DATE THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES W W W W W W BETWEEN THE CONSTRUCTION DOCUMENTS AND THE W W W Separate plumbing and Mechanical W W W W W W W ACTUAL FIELD CONDITIONS IN WRITING. ALL QUESTIONS REGARDING SITE CONDITIONS, DRAWINGS OR permits will be required. Apply via WWWWW , SPECIFICATIONS SHALL BE DIRECTED TO THE MyBuildingPermit.com W W W W W W W W W W W ARCHITECT. W W W W W W A?PROVEL Citv Of Edmonds y W y W W DRAWING TITLE WWWW CONSTRUCTION TYPE TTT-B Building Department MUST I WW WWWWyWW ' COVER PAGE GROUP A2 Work T/I W W W W W W W W JOBSITE __________________________________________________ DUMPSTER ON OCCUPANT LOAD 59 Address 22315 HIGHWAY 99 #C----------- W W W W W W W LOCATION W W W W W W W Owner YGFMALATANG I WWWWWWWWWWWWWW Approved Date ' 11 %14%2024 W W W W W W W W W W W W W W W W W SHEET NO RES U B ALL WORK SUBJECT WWWWWWWWWWWW ... ... Y W W W W W W W W W WY W W W W W W W W W W W W W W W W W W W W W W W W Nov 04 2024 Eri & N W W W W W W W W W W W W W W W W W W W TO FIELD Building Official �_-- W W W W W W `Y W `Y W W W �V W W '�' '�' '�' CITY OFEDMONDS W Y W W W W W W W W W W Y W Y W Y W Y W J W W W W W W W W W W . W �Y W �Y W J� W W W W W W W W W W W W DEVELOPMENT SERVICES SITE PLAN (reference only W W W W W W W W W W W W W W W W W W F-W W W W W W W W W W W W W W y W W W W W DEPARTMENT INSPECTION FOR Permit Number' G 000 BLD2024-1305 1_U CODE COMPLIANCE SCALE: N.T.S NON -BEARING WALLS TO RE -CONFIGURE THAT PTN THOF LYING WHN FDP- N 80.74FT SPACES OF SW1/4 NW1/4SW1/4 AS MEAS ALG E LN THOF LYING E OF E R/W LN PSH-1 PARCEL NUMBER 27042900302700 OCCUPANCY TYPE USE CODE A-2 RESTAURANT 539 Other Retail Trade NEC LAND ACRE / FLOOR SQFT/ TI SQFT 1.71ACRES OF LAND / 19,937 SQFT OF FLOOR SPACE / 11993 SQFT OF TI SPACE 220 TH ST SW 'a PROJECT SITE N 224TH ST SW IBC SECTION 1112 - SIGNAGE CODE NOTES - TOILET AND BATHROOMS CODE NOTES - DOORS 1112.1 SIGNS REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS. 1. ACCESSIBLE PARKING SPACES REQUIRED BY SECTION 1106.2. 2. ACCESSIBLE PARKING SPACES REQUIRED BY SECTION 1106.3. 3. ACCESSIBLE PASSENGER LOADING ZONES. 4. ACCESSIBLE TOILET OR BATHING ROOMS WHERE NOT ALL TOILET OR BATHING ROOMS ARE ACCESSIBLE 5. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRACES ARE ACCESSIBLE. 9. EXTERIOR AREAS FOR ASSISTED RESCUE IN ACCORDANCE WITH SECTION 1009.9. 1112.2 SIGNS IDENTIFYING TOILET OR BATHING ROOMS SIGNS REQUIRED IN SECTION 403.4 OF THE INTERNATIONAL PLUMBING CODE IDENTIFYING TOILET ROOMS AND BATHING ROOMS SHALL BE VISUAL CHARACTERS, RAISED CHARACTERS AND BRAILLE COMPLYING WITH ICC Al17.1. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS FOR TOILET ROOMS AND BATHING ROOMS, THE PICTOGRAMS SHALL HAVE VISUAL CHARACTERS, RAISED CHARACTERS AND BRAILLE COMPLYING WITH ICC Al 17.1. ICC ANSI 117.1 703.1.3 PICTOGRAMS. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH SECTION 703.5 AND SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD AND COMPLYING WITH SECTIONS 703.2 AND 703.3. 703.5 PICTOGRAMS. 703.5.1 GENERAL. PICTOGRAMS SHALL COMPLY WITH SECTION 703.5 703.5.2 PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A 6 INCHES FIELD MIN. IN HEIGHT. CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 703.5.3 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELDS SHALL HAVE ANON GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THIER FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. 703.5.3.1 NONGLARE FINISH. THE GLARE FROM COVERINGS AND THE FINISH OF PICTOGRAMS AND THEIR FIELDS SHALL NOT EXCEED 19 GLOSS UNITS (GU) AS MEASURED ON A 60-DEGREE GLOSS METER. 703.5.3.2 CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 703.6 SYMBOLS OF ACCESSIBILITY 703.6.1 GENERAL. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH SECTION 703.6 703.6.2 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT SYMBOL ON A DARK FIELD OR A DARK SYMBOL ON A LIGHT BACKGROUND. 12" D. O O 0 0 > MEN WOMEN UNISEYX � O O WALL-SIGNAGE DOOR MOUNTED SIGNAGE NOTE: PICTOGRAMS AN/OR LETTER ING-ARFdOT-REQUIRED ON DOOR MOUNTED SIGNAGE. 10" MAX. / 9" MIN. c� MOUNTED 60" AFF TO BASELINE ��� OF HIGH TEST TACTILE DOOR MOUNTED SIGNAGE I I I I CHARACTER C Cq RAISED O \ CHARACTERo \ BRAILL SIGNAGE FOR SANITARY FACILITIES 00 O CDi) c m Z r mZ 0 m � O w � D n D � r z m 0 O Cn PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR 00 ROOM Cn D II ..23.4.. m CA Z r mWD oOn Z. m m -n = Z C7 -n 6) n M --I � ­­1m C m � z O DOOR SWING PATH PROVIDE CLEAR FLOOR SPACE OF 18" MIN. X 18" MIN. CENTERED ON THE TACTILE CHARACTERS BEYOND THE ARC OF ANY DOOR SIGNAGE FOR PERMANENT SWING BETWEEN THE CLOSED POSITION AND ROOMS AND SPACES 450 OPEN POSITION. LETTERING RAISED 1 /32" ROOM 234 (braille grid) LITERARY BRAILLE STANDARD 00 00 00 00 00 00 00 00 00 00 1 DIMENSIONS: 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 a b c Dot diameter 0.059 inches LETTERS AND NUMBERALS SHALL BE Inter -dot spaceing 0.090 inches RAISED 1/32", UPPER CASE, SAN SERIF TYPE AND SHALL BE ACCOMPANIED Horizontal separation WITH GRADE II BRAILLE. RAISED between cells 0.241 inches CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". Vertical separation between cells 0.395 inches 00 Cn C D n Om EXIT O n C r II ROUTE m n __-I m = C7 0 > C7 'n = 23 D 0o r- y n : O x -n m n n m � �-I m Di z� D O� O� m m DOOR SWING PA H PROVIDE CLEAR FLOOR SPACE OF 18" MIN. X 18" MIN. CENTERED ON THE TACTILE CHARACTERS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45' OPEN POSITION. 6" (TYP.) EQ I. EQ WORDING AS PER APPROPRIATE CONDITIO X I DISTANCE 00 BETWEEN BRAILLE AND - OTHER TACTILE ELEMENT (BRAILLE) DISTANCE FROM RAISED BORDER w AND DECORTIVE ELEMENTS" z CODE NOTES - GRAB BARS 39"-41" MIN. ENTRANCE SIGNS 1d9 VENIIUAL 12" MAX GRAB BAR 42" MIN. 24 "MI A. B. O v o 1 1/2' - rn _ I W.C. M CD qv MAX ch d 0')U a'CO Cl) MLu 1-1/4" - 2" MAX U PER GRAB BAR SECTION _ ICC 609.2.1 T-0" MIN GRAB BARS PER ICC 604.5 C. 24" 12" MIN. MIN. FLUSH HANDLE HEAVY DUTY BACKING AT ALL ON WIDE SIDE OF STALL OR C)PROVIDE co C? co GRAB BARS ALL REINFORCING SHOULD ROOM M BE DESIGNED TO WITHSTAND 250 LBS. TOILET 16"-18" - ACCESSIBLE PER ICC 604.2 1 T-19" - AMBULATORY PER ICC 604.2 604.5.1 FIXED SIDE WALL GRAB BARS: FIXED HORIZONTAL GRAB BARS SHALL BE 42 INCHES MIN. IN LENGTH SHALL BE LOCATED 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR, AND WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES MAX. FROM THE REAR WALL 2. 604.5.2 REAR WALL GRAB BARS:THE REAR WALL GRAB BAR SHALL BE 36" MIN. IN LENGTH, BE LOCATED 6 INCHES MAX. FORM THE SIDE WALL AND EXTEND 42 INCHES MIN. FROM THE SIDE WALL. 3 609.1 GENERALGRAB BARS IN ACCESSIBLE TOILET OR BATHING FACILITIES SHALL COMPLY WITH SECTION 609. 4. 609.2.1 CIRCULAR CROSS SECTION: GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4" MIN. AND 2 INCHES MAX. 5. 609.2.2 NON -CIRCULAR CROSS SECTION: GRAB BARS WITH A NON CIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX. AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. 6. 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 OF THE GRAB BAR SHALL BE 1-1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 7. 609.4 POSITION OF GRAB BARS: GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. AT WATER CLOSETS PRIMARILY FOR CHILDRENS USE COMPLYING WITH SECTION 604.11, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18" MIN. AND 27" MAX ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE 8. 609.5 SURFACE HAZARDS: GRAB BARS, AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS, SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED 9. 609.6 FITTINGS: GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS 1. ICC Al17.1. 603 TOILET AND BATHING ROOMS: 603.2.1 TURNING SPACE:A TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM 67" MIN Z 304.3.1.1NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS AND FACILITIES, THE TURNING SPACE SHALL BE A CIRCULAR SPACE WITH A 67-INCH MIN. DIAMETER. 2. 603.2.2 DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE. EXCEPTIONS: 1. DOORS TO A TOILET AND BATHING ROOM FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE, PROVIDED THE SWING OF THE DOOR CAN BE REVERED TO COMPLY WITH SECTION 603.2.2 2. WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. 30" MIN I � Z N MLI o � 52" MIN M FORWARD APPROACH SIDE APPROACH 305.3.1. NEW BUILDINGS AND FACILITIES. IN NEW BUILDINGS AND FACILITIES, THE CLEAR FLOOR SPACE SHALL BE 52 INCHES MIN. IN LENGTH AND 30 INCHES MIN. IN WIDTH. 3. 603.3 MIRRORS: MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR A MIRROR SHALL BE LOCATED OVER THE LAVATORY COMPLYING WITH SECTION 606 AND SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR. WHERE MIRRORS ARE LOCATED ABOVE COUNTERS THAT DO NOT CONTAIN LAVATORIES, THE MIRROR SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR. 4. 603.4 COAT HOOKS AND SHELVES: COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 308. SHELVES SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. 00 a0 v v � M M 0 10" MAX >10"- 24" i7 UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH SIDE REACH 308.2.2.OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES (510 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES (510 MM), THE HIGH FORWARD REACH SHALL BE 44 INCHES (1120 MM) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 MM) MAXIMUM. 5. 604.1 GENERAL: ACCESSIBLE WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH SECTION 604. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 603. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION 604.9. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION 604.10. 6. 604.2 LOCATION: THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. AND 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE TOILET COMPARTMENTS SPECIFIED IN SECTION 604.10 SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. 7. 604.3 CLEARANCE: 604.3.1 CLEARANCE WIDTH. A CLEARANCE AROUND A WATER CLOSET 60 INCHES MIN. IN WIDTH, MEASURED PERPENDICULAR FROM THE SIDEWALL. 8. 604.3.2 CLEARANCE DEPTH.CLEARANCE AROUND THE WATER CLOSET SHALL BE 56 INCHES MIN. IN DEPTH, MEASURED PERPENDICULAR FROM THE REAR WALL. 9. 604.3.3 OVERLAP: THE REQUIRED CLEARANCE AROUND THE WATER CLOSET HALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCES. 10. 604.4 HEIGHT: MIN. AND 19 INCHES MAX. ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. I.C.C. ANSI 117.1 404 DOORS AND DOORWAYS: 404.1 GENERAL. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 404.2 MANUAL DOORS. MANUAL DOORS, DOORWAYS AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 404.2. 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3. 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS. 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR. 2. IN ALTERATIONS. A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3.1 FLOOR SURFACE. THE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302. 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. CODE NOTES - DOOR SWING TABLE 404.2.3.2 MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS TYPE OF USE MINIMUM CLEARANCES APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOOR PARALLEL TO DOOR (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL 60 INCHES (1525 MM) 18 INCHES (455 MM) FROM FRONT PUSH 52 INCHES (1320 MM) 0 INCHES (0 MM)' FROM HINGE PULL 60 INCHES (1525 MM) 36 INCHES (915 MM) FROM HINGE PULL 54 INCHES (1370 MM) 42 INCHES (1065 MM) FROM HINGE PUSH 42 INCHES (1065 MM) 22 INCHES (560 MM)3 FROM LATCH PULL 48 INCHES (1220 MM) 24 INCHES (610 MM) FROM LATCH PUSH 42 INCHES (1065 MM) 24 INCHES (610 MM) 1. ADD 6 INCHES (150 MM) IF CLOSER AND LATCH PROVIDED. 2. ADD 6 INCHES (150 MM) IF CLOSER PROVIDED. 3. BEYOND HINGE SIDE 4. IN EXISTING BLDGS AND FACILITIES, THE DIMENSION PERPENDICULAR TO THE DOOR OR GATE FOR THE FRONT DIRECTION ON THE PUSH SIDE SHALL BE 48 INCHES (1220 MM) 3� 3J 32" MIN 32" MIN (A) HINGED DOOR (B) SLIDING DOOR (C) FOLDING DOOR 0) MAXIMUN DOORWAY DEPTH TYP. DOOR CLEARANCES (ANSI 177.1) Z 12" MIN* Z p 18" MIN � Z � 36" MIN t�j t=j (A) FRONT APPROACH PULL SIDE (B) FRONT APPROACH PUSH SIDE (C) HINGE APPROACH PULL SIDE * IF BOTH CLOSER AND LATCH ARE PROVIDED 12" MIN* Z E:> z <�Dl � 42" MIN Z a� � LO 24" MIN 22" MIN _ N v (D) HINGE APPROACH PULL SIDE (E) HINGE APPROACH PUSH SIDE (F) LATCH APPROACH PULL SIDE * IF BOTH CLOSER AND LATCH ARE PROVIDED *54" MIN IF CLOSER IS PROVIDED ** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED FIG. 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS IF- F=> co 22" MIN 0 (A) FRONT APPROACH (B) POCKET OR HINGE APPROACH FIG. 404.2.3.2 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOOR TYP. WHEEL CHAIR CLEARANCES TURNING SPACE REQUIRED (ANSI 177.1) 68" MIN 16"MI,N 36"MIS 16" MIN \z_ � z z 00 � 6"MIN cm Cl) (A) T-SHAPED 24" MAX, 52" MIN 2 0 " MAX LG DESIGN BUIL01 LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info@lgdesignbuild.com el 0 �. 00 O a\ O ^ L J O r--1 C N W N CLIENT YGF 24" MIN Ip04 (G) LATCH APPROACH PUSH SIDE * 48" MIN IF CLOSER IS PROVIDED 4" MIN � 2 (C) STOP OR LATCH APPROACH STAMP 21037245 EXP. DATE: 12/25/2025 REGISTERED � ARCHITECT Yujia Ren STATE OF WASHINGTON NO I REVISION I DATE 1 64" MIN 11 N 64" MIN N r 42" MIN 12" MIN 1O" MIN z z o DRAWING TITLE - z Cfl ADA NOTES (B) T-SHAPED (C) T-SHAPED SHEET NO RESUB Z Z Z Z Nov 04 2024 CITY OF EDMONDS (.0 (V CV CO DEVELOPMENT SERVICES Cl) M M M G ool DEPARTMENT CLEAR WIDTH OF AN ACCESSIBLE ROUTE (1) 5LBS f EXTIN -7r_ l nn /J-U - OF TRAVEL TO EXTINGUISHER / / \ 0 1 1 1 I I I I I I I I / 1 �.� .► I . OCCUPANCY LOAD CALCULATION (PER SBC 1004.5) SPACE NAME OCCUPANCY AREA(SF) SF PER OCC. OCC. LOAD MAIN DINNING AREA A-2 756 15 NET 51 STORAGE A-2 437 200 GROSS 3 KITCHEN PREP AREA A-2 612 300 GROSS 3 BATHROOM A-2 SINGLE USER BATH. - 2 TOTAL OCC. LOAD 59 CAI I VVIU I r1 U/HLUIJLHI IVIV Irr-M ODD IVV�..5.L1 F O E EXIT 1 0.2 72 360 EXIT 2 0.2 72 360 EXIT 3 0.2 36 180 EXIT 4 0.2 36 180 TRAVEL DISTANCE CALCULATION MAX. TRAVEL DISTANCE (PER-S G 1017.2): 59'-6"<250' OK IBC PLUMBING FIXTURE CALCULATIONS MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURE PER SBC TABLE 2902.1 CLASSIFICATION DESCRIPTION WATER CLOSETS LAVATORIES ASSEMBLY RESTAURANTS MALE FEMALE MALE FEMALE 1 /75 1 /7 1/200 1/200 N/I IV v TOTALLY OCCUPANCY LOAD: 64 59 WATER CLOSET: MALE: (1/75) * 29 = 0.39 FEMALE: (1/75) * 30 = 0.43 TOTAL = 0.82 (2)WATER CLOSET PROVIDED LAVATORY: MALE: (1/200) * 29 = 0.15 FEMALE: (1/200) * 30 = 0.16 TOTAL = 0.31 (2)LAVATORY PROVIDED (2)SINGLE USER BATHROOM PROVIDED. ALL ACCESSIBLE BATHROOMS. CODE PLAN SCALE: 1 /4"= l' LG DESIGN BUILD LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info@lgdesignbuild.com w o � CLIENT YGF STAMP EXP. DATE: 12/25/2025 NO 1 REGISTERED ARCHITECT STATE OF WASHINGTON REVISION I DATE CITY COMMENT 110/31/24 DRAWING TITLE BUILDING CODE SHEET NO RESUB Nov 04 2024 G 00CITY OF EDMONDS DEVELOPMENT SERVICES 2 DEPARTMENT II EXISTING LANDLORD ELECTRICAL I — EXISTING LANDLORD ELECTRICAL NEW ADDED 3FT ROOM - NOT IN SCOPE I I ROOM - NOT IN SCOPE OPENING TO LCD E S I G [q BUILD FLUSH DOOR I N REMAIN RECORDED GREASE TRAP LOCATION LG DESIGN BUILD LLC F_ I www.lgdesignbuild.com F_ — — Email: info@lgdesignbuild.com r�z( FF_ - �ji I L — — LJ STORAGE KITCHEN EXISTING BATHROOM TO BE REMOVED F_ F-IIIIIIII / ccD co ­wl_� EXISTING GREASE L---- F--_'-1 TRAP LOCATION 8'-1 " 10'-7" 0 KITCHEN KITCHEN EXISTING ' _ z FILL IN OPENINGSLu Q BATHROOM TO p / O 0 OD REMAIN 111-311- EXISTING DOOR TO \ z REMAINCID - — — Ln ro cY) ® ,� ►—+ Ln o N W N DINNiNG AREA j� �� �,!�, � DINNING AREA W CLIENT YGF STAMP 21037245 EXP. DATE: 12/25/2025 REGISTERED ARCHITECT Yujia Ren STATE OF WASHINGTON RECORDED FLOOR PLAN N EXISTING AS -BUILT FLOOR PLAN N 2 1 SCALE: 1/4"=1' SCALE: 1/4"=1' NO REVISION DATE LEGEND EXISTING WALL TO REMAIN DRAWING TITLE EXIST'G WALL & DOOR TO BE REMOVED, C I� PATCH CEILING, FLOOR AS REQ'D RECORDED & AS -BUILT FLOOR PLAN NEW ADDITION SHEET N RESUB Nov 04 2024 001 OF EDMONDSDJTY LOPMENT SERVICES DEPARTMENT LEGEND EXISTING WALL TO REMAIN EXIST'G WALL & DOOR TO BE REMOVED, PATCH CEILING, FLOOR AS REQ'D NEW ADDITION F- -1 52X30 CLEAR FLOOR SPACE PER 2017 ICC A117.1 EXISTING ACCESSIBLE BATHROOM TO REMAIN - NO CHANGE c 601N TURNING RADIUS PROVIDED FOR EXISTING BATHROOM PER 2017 ICC A117.1 SECTION 304.3.1.2. NEW BATHROOM (NON ACCESSIBLE BATHROOM) PROVIDE BATHROOM SIGNAGE. REFER TO G001 FOR REQUIREMENT ACCESSIBLE ROUTE WIDTH AT 361N MINIMUM TO THE WALL FINISH,INCLUDING BASE TRIM. 41N MAX PROTRUSION. MAINTAIN 361N MINIMUM BETWEEN CHAIRS AND TABLES PROVIDE 5% MINIMUM ACCESSIBLE SEATING. COUNTER HEIGHT @ 341N MAXIMUM FROM THE FINISH FLOOR TO THE COUNTER TOP NEW PROPOSED FLOOR PLAN SCALE: 1 /4"= l' EXISTING LANDLORD ELECTRICAL ROOM - NOT IN SCOPE 8'-1 111 VV 10'-7" FE 1'-6" / -J l M IN MIN, 3'-4" N cD 11'-3" KITCHEN 0 n CASHEF DINNING AREA INSTALL SIGN STATING "MAXIMUM OCCUPANCY NOT TO EXCEED 59 PERSONS". POSTED IN A CONSPICUOUS N PLACE, NEAR THE MAIN EXIT. REFER TO 0001 FOR ACCESSIBILITY REQUIREMENT NO. NAME BRAND MODEL 1 SALAD BAR COLDLI N E CBT-72-CSG 72" STAINLESS STEEL 2 STOVE EVERGREEN EHP-4-24 3 STOVE EVERGREEN ESP-2 4 WALK-IN COOLER LCH LCH0008MBACZ 5 WALK-IN FREEZER LCH LAC0025LBACZ 6 UNDERCOUNTER ICE MACHINE MANITOWACE ICE UDF0140A 26"W FULL CUBE NEO 7 3 COMPARTMENT SINK ADVANCE TABCO FC-3-1824-18RL 90" 8 2 COMPARTMENT SINK ADVANCE TABCO FA-2-1818-18RL 72" 9 MOP SINK KROWNE MS-2424 10 HAND SINK SPLASH HS-GF-SS-14-10-5 11 DISH WASHER AMERICAN DISH SERVICE AF-3D-S 12 WATER HEATER RHEEM PROG50-38N RU60 13 EMPLOYEE LOCKER ULINE H-6745GR C� z z w a_ o° �z Q - L o F L— EXISTING GREASE TRAP TO REMAIN CASHIER COUNTER HEIGHT@ 341N MAXIMUM FROM FINISH FLOOR TO THE TOP OF THE COUNTER TOP LG DESIGN BUILD LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info@lgdesignbuild.com w C7 CLIENT YGF STAMP EXP. DATE: 12/25/2025 NO 1 REGISTERED � ARCHITECT Yujia Ren STATE OF WASHINGTON REVISION I DATE CITY COMMENT 110/31/24 DRAWING TITLE NEW PROPOSED FLOOR PLAN SHEET NO RESUB Nov 04 2024 A 001 Y OF EDMONDS VEL PMENT SERVICES EPARTMENT EXISTING FAN TO REMAIN LEGEND EXISTING LANDLORD ELECTRICAL ROOM - NOT IN SCOPE EXIT EXIT I lix I i V � RECORDED RCP SCALE: 1/4"=1' EXISTING WALL TO REMAIN EXIST'G WALL & DOOR TO BE REMOVED, PATCH CEILING, FLOOR AS REQ'D N� NO CHANGE TO EXISTING LIGHTING FIXTURES EXISTING FAN TO BE REMOVED NO CHANGE TO EXISTING CEILING GRID. REPLACE AS NEED AT NEW WALL LOCATION EXISTING EMERGENCY LIGHTING TO BE REMOVED EXISTING FAN TO REMAIN EXISTING LANDLORD ELECTRICAL ROOM - NOT IN SCOPE EXIT EXIT EXISTING AS -BUILT RCP SCALE: 1 /4"=l' N� NO CHANGE TO EXISTING LIGHTING FIXTURES NO CHANGE TO EXISTING CEILING GRID. REPLACE AS NEED AT NEW WALL LOCATION LG DESIGN BUILD LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info(olgdesignbuild.com w C7 CLIENT YGF STAMP EXP. DATE: 12/25/2025 O 00 0 � Lr) C) ro N W N REGISTERED ARCHITECT STATE OF WASHINGTON NO I REVISION I DATE DRAWING TITLE RECORDED & AS -BUILT RCP =4010�L NEW ADDITION SHEET N RESUB Nov 04 2024 OF EDMONDS DJTY LOPMENT SERVICES A 002. DEPARTMENT I I I I I: EXIT EXIT LG DESIG[q BUILD EXISTING LANDLORD ELECTRICAL ROOM -NOT IN SCOPE 2 1 /2 20 GA. DRYWALL STUD @ MAX. 4'-0" O.C. ALONG WALL EXISTING DECK (2) #10 DRILL FLEX SCREWS FROM STUD BRACE TO ANGLE CEILING RUNNER (BY WALL MANUFACTURER) WALL SYSTEM OPEN TO STRUCTURE SIDE 2 Ij 2" @ 3",, MIN 3/4" EMBED DECKING INTO CONIC. @ 3" DEEP DECKING 2x2x1/8" STEEL-4x14" LONG (W/ 2-FASTNERS HILTI LOW -VELOCITY X-U UNIVERSAL POWER DRIVEN FASTENER OR APPROVED EQUAL 2x2x1/8" STEEL ANGLE x 4" LONG W/ 2-#10 DRILL FLEX TO CLG. CLIP ACT CEILING @+8'-6" A.F. CONTINUOUS LIGHT AND SOUND SEAL BY WALL MANUFACTURER ACOUSTIC CEILING SIDE MODULAR WALL BRACING DETAIL APPROVED "FIRE EXTINGUISHER" SIGNAGE - 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE TYPICAL, U.N.O. c1n1 irni a rn nnnn NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL NOTE: HEIGHTS ARE AS NOTED OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED UNLESS DIRECTED BY B/S TO LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. BE DIFFERENT TYPICAL MOUNTING HEIGHTS SCALE: Y=1' Q /o / /o 0 / STUD WIDTH TO MATCH WALL; 20 GA. / TRACK CONNECTED TO CONC. SLAB / W/ 3/16" DIA. X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) PARTITION BRACING DETAIL SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUB -FLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE GRID HEIGHT PARTITION SCALE: Y=1' PROVIDE WALL BRACING @ ALL NON -LOAD BEARING WALLS SO THAT NO WALL HAS AN UNSUPPORTED LENGTH GREATER THAN 9'-0". EXCEPTION: WALLS THAT ARE 12'-0" OR LESS IN LENGTH & SUPPORTED @ EA. END BY AN INTERSECTING WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING. INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS. WALLS MAY ONLY EXTEND TO 2'-0" BEYOND AND SUPPORT WITHOUT BEING SUPPORTED AT IT'S END STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; \ 20 GA. BRACE @ 6'-0" O.C. MAX. \ \ \ \ FASTEN TO STRUCTURE ABOVE WITH \ \ 3/16" DIA. POWER ACT. FASTENERS, 2-1/2" X 20 GA. TRACK \ \ MIN. 1000 LB. PULLOUT (@ STL. ANCHORED TO CHANNEL DECK FASTEN W/ (2) #10 SCREWS) ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED ACOUSTICAL TILE CEILING METAL CASING BEAD METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. " (22 GA. FOAM PAD - ATTACH TO CEILING N' 2-1/2) TRACK W/ GRID W/ (2) #10 SCREWS @ (2) #10 SCREWS @ 24" O.C. 24" O.C. PAINT REVEAL FLAT BLACK PAINT EXPOSED SURFACES OR USE BLACK RUNNER FLAT BLACK SEE PLANS FOR WALL TYPE PARTITION BRACING DETAIL LG DESIGN BUILD LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info@lgdesignbuild.com w C7 CLIENT YGF STAMP EXP. DATE: 12/25/2025 el M \J0 :It O �00 O a\ Ln O r--1 cn N W N REGISTERED � ARCHITECT Yujia Ren STATE OF WASHINGTON NO I REVISION I DATE DRAWING TITLE DETAILS SHEET NO RESUB Nov 04 2024 A 0040 ITY OF EDMONDS LOPMENT SERVICES DEPARTMENT SCALE: 3"=l' SCALE: Y=1' SCALE: 3"=l' NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12'-0" O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2' OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1' IN ALL DIRECTIONS. 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NON-COMBUSTIBLE STRUT CAPABLE OF RESISTIN( VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE 0 4'-0" O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2' OF CROSS TEE INTERSECTION & SPLAYED 90' FROM E.A. OTHER 12'-0" O.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0' FROM EA. WALL MAIN RUNNER CROSS TEE A❑ LATERAL FORCE BRACING E❑ ATTACHED 2" WALL MOLDING ARMSTRONG MAIN BEAM EMT CONDUIT 1/2" EMT CONDUIT UP TO 5' 10' 3/4" EMT CONDUIT UP TO 7' 8" 1' EMT CONDUIT UP TO 9' 9' METAL STUDS SINGLE 1-5/8' x 33 MIL STUD UP TO 12' 0' BACK-TO-BACK 1-5/8' x 33 MIL STUDS UP TO 15' 0" SINGLE 2-1/2" x 33 MIL STUD UP TO 13' 6' BACK-TO-BACK 2-1/0 x 18 MIL STUDS UP TO 15' 0' NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH WILL REQUIRE ENGINEERING CALCULATIONS FOR COMPRESSION STRUTS 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER Of TEE PROVIDE 3/4" SPACE 0 OPP. WALL ACOUS. TILE 2' PERIMETER WALL N\V6L ATTACH MEMBERS 0 PERIMETER & TWO ADJ. WALLS ONLY. fl VERTICAL WIRE SPACING MIN. 3/4' AT UN -ATTACHED WALLS ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2' MIN. 2' 8" MAX ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE F❑ PERIMETER COMPONENTS ARMSTRONG CROSS TEE ❑C COMPRESSION POST POP -RIVET THIS SIDE ONLY FACIA MOLDING PER MANUFACTURER �D SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3' OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. LG DESIGN BUiLE) LG DESIGN BUILD LLC www.lgdesignbuild.com Email: info@lgdesignbuild.com w w � o 000 V � � xo HANGER � M N W N IS7RONG w N BEAM 60' MAX. TYP. 45. 45' RECESSED FLUORESCENT FIXTURE CROSS 11E MAIN STRUCTURAL RUNNER 4'-V O.C. © TYPICAL LIGHT FIXTURE BRACING CLIENT YGF STAMP EXP. DATE: 12/25/2025 REGISTERED ARCHITECT STATE OF WASHINGTON NO I REVISION I DATE DRAWING TITLE DETAI LS SHEET NO RESUB Nov 04 2024 TY OF EDMONDS TPY. SUSPENDED CEILING SEISMIC BRACING DETAILS A 004. V PMENTSERVICES EPARTMENT SCALE: N.T.S