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EXISTING EXISTING ROOF 2 x 4 DF#2 AT 24" O.C. <br /> ROOF TRUSS. ASSEMBLY. SECURED TO ROOF TRUSS m z Y <br /> TOP CHORD WITH (4) 10d. <br /> O <br /> O W <br /> NOTE: 2 x 4 BRACE AT 48" O.C. d m o <br /> IF METAL STUD FRAMING USE \ � ~ <br /> \ (ALTERNATE DIRECTION) U cn <br /> 3625125-33 STUDS PER ICC v> �_ <br /> WITH (4) 10d PER STUD. W W <br /> ESR-1166 (OR EQUAL) AND RUN BRACES EACH O g a <br /> USE (a) #10 TEK SCREWS DIRECTION. <br /> (IC ESR-1976) AT �\ (a) //10d, TYP. a 2 O <br /> CONNECTIONS. a <br /> w <br /> B.O. SOFFIT W N N N <br /> O <br /> CEILING,VSEE REFLECTED REF. PLAN LIGHT FIXTURE, d, N <br /> CEILING PLAN. SEE ELECTRICAL o 0 <br /> DRAWINGS. W a a <br /> REFER TO DECOR o; <br /> 2 DRAWING FOR SOFFIT Professional of Record: <br /> FINISH <br /> EL SECTION @ PICKUP SOFFIT FAA <br /> A411/2„ = 1'-0" <br /> DESIGN <br /> Architectural <br /> Solutions Group <br /> 1/2" GYPSUM BOARD ON INTERIOR <br /> 19401 40TH AVENUE W.#420 <br /> PARTITION, PROVIDE METAL EDGE BEAD <br /> AT CORNERS. LYNNWOOD,WA 98036 <br /> (425)967-8409 <br /> WOOD BLOCKING. <br /> AMANDA MARTIN <br /> PROGRAM MANAGER <br /> a martin@pmdginc.com <br /> GATT INSULATION. <br /> KEN McCRACKEN <br /> ARCHITECT <br /> rc <br /> EXPIRATION DATE:06/22/25 <br /> � USE 10d NAIL TO FASTENER FOR. <br /> W NOTES: WOOD APPLICATION.(TYPICAL). 1 /q REGISTERED <br /> 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR. ARCHITECT <br /> 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE <br /> BOTTOM CHORD OF EXISTING <br /> ATTACHED TO THE CLOSING ANGLE. THE OTHER END SHALL HAVE A 0.75" CLEARANCE FROM WOOD TRUSS. <br /> THE WALL. KE McCRACKEN <br /> 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT THEIR z1 O END WALL STATE OF WASHINGTON <br /> n SPREADING. 4(12 GA.)WIRES 90'To EACH A4.1 <br /> 0 4. THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH OTHER 1 1/2 =1 —O SIGNATURE DATE: <br /> ASTM C635,ASTM C636,ASTM E5110 AND MANUFACTURER SPECIFICATIONS AND INSTALLATION 45'TO PLANE OF CEILING 90/03/24 <br /> INSTRUCTIONS. EXTEND STUD AND BACKUP <br /> o BRACE TO BLK'G STUD SIDE OF BLK'G W/(4) 10D Seal <br /> 3 $12 GA.VERT.WIRE HANGER, ON ONE SIDE TO UNDERSIDE NOTE: INTEGRAL BASE 1y/(5) 10D �' <br /> k GRID LEVEL PRIOR TO TUBE OF ROOF FOR DRAFTSTOP AT OTHER THAN <br /> UNDERSIDE OF ROOF STRUCT. SUSPENDED ACOUSTICAL TILE SIMPSON STRONG-TIE I WHERE SHOWN ON PLAN RESTROOM TILE m F <br /> ABOVE z INSTALLATIONS SIMILAR. - EXISTING ROOF STRUCTURE,TYP. .o� <br /> MAIN T-BAR RUNNER "HTC4" AT 48"O.C. <br /> w SEE MAX.HT.SCHEDULE STRUCTURAL MEMBER OR \ \ d 11 m Q 2-. <br /> o m 0 0 <br /> 3/4"CLEAR MIN.SEE NOTE ABOVE. CONTINUOUS TOP PLATE STUD SPANNING BOTTOM SETTING MATERIAL. PROVIDE 2x4 BLK'G WITH U24 HANGERS V ° $' o <br /> EMT SLEEVE Pao <br /> SEISMIC 2"X 2"ANGLE MOLDING- USG OR EQUAL TO BE CHORD AT 4'-0" O.C. \ \ AT EACH SOFFIT STUD AT T&B TRUSS J 2 ", �Y <br /> DRILL 3 32" HOLE&INSTALL DESIGN AREAS CHORDS. Y <br /> / FASTENED WITH 14d WOOD SCREWS® 16"O.C. J `o C�° n" <br /> BOLT&LOCK'G NUT D &E ONLY USE ARMSTRONG BERC 2 CLIPS AS ALT. LATERAL 2x4 BRACING CONTINUOUS 2x FIRE CERAMIC WALL TILE. ;m E,n�c <br /> SLOT END OF TUBE TO FIT OVER TO STRUCTURE ABOVE o° 'n °mom 01 <br /> CLG.RUNNER 2X BLOCKING AT CEILING STOPPING AT CEILING LEVEL SEE INTERIOR DRAWINGS. <br /> AT 4'-0" O.C. z TYP. \ \ B TRUSS <br /> F 4 <br /> 5'Ty". <br /> TYPICAL INTERIOR PARTITION WALL ( ) ELEV. VARIES <br /> FOR MAIN RUNNER PER RCP DECOR FDRAW NGS FOR SFINISHESL <br /> CROSS RUNNER 1/2" GYPSUM BOARD <br /> 1 2" CEMENT BOARD OR PLAN WATER RESISTANT GYPSUM <br /> / BOARD, INSTALL TILE PLUMB, 2xa DIAL.BRACING 0 48"O.C. c`o 0 <br /> w VERTICAL COMPRESSION STRUT PLYWOOD BACKUP EACH WOOD STUD PARTITION TYPE: �/� 3 w e o-"°`o <br /> {j ELECTRICAL METALLIC TUBING EMT SIDE AS INDICATED ON ALL PARTITIONS TYPE 'A' SMOOTH AND TRUE. BRACE TO SOFFIT STUD W/(5) tOD YI <br /> (EMT) PER DECOR OR A1.0 o c$^°o o`o <br /> UNLESS NOTED OTHERWISE CONT.2x6 TRONGBACK W/(3) <br /> ¢ SIZE(DIAMETER) (MAX. HEIGHT) x 110x3.5 SCREWS INTO EACH STUD <br /> 1/2" 4'-0" BOTTOM 12" OF BACKUP CERAMIC TILE BASE NEw TILE OVER 1VER a��°>P`o'o <br /> "A" = 2x4 CEMENT BOARD OVER 2x VERT.STUDS® 16"O.C. ,v o a ma g 3/a" 5'-2" TO BE CEMENT BOARDQUARRY TILE WHERE REQUIRED). 2" PLYWOOD o <br /> 1" 6' 6" MIN. 1/2" ABOVE SLAB "Al" "= 2x4 W/BATT INS. / = u `o <br /> 0 1 1/4" 6'-6" "B" - 2x6 NEW VALANCE m o c m ai m <br /> 3/8" RADIUS CEILING PER RCP PLAN 0 - <br /> 1 1/2" g• 10" CONT 2x PTDF //2 SILL "B1"- 2x6 W/BATT INS. -ALIGN WITH NEW -.o°'o °2= <br /> zw 2" 12'-7•• 6' 0" MAX 12'-0" 6'-0" MAX WITH SIMPSON PDPW SHOT "C" = 2x8 DIGITAL MENU BOARD FRP OVER 1/2' PLYWOOD n�5 a°m�z E <br /> O a <br /> E 2 1/2" 16' 6" PIN AT 32" O.C. PER DECOR " WALL EXTEND 6"ABOVE CLG. LINE c o c m°?n� <br /> _ C1"= 2x8 W/BATT INS. 1/4' THICK MAXIMUM SETTING (,� c <br /> BED, TYP. C z`ot,_- <br /> a aa' <br /> 4" 26' 0" 2x4 VERT.STUDS® C c <br /> e n MATCH EXISTING KITCHEN FINISH rc <br /> o NOTE: a STUD SPACING: 16" O.C. 16"O.C. OVER 1/2"CEMENT BOARD ® Q`o pt 13 <br /> LATERAL FORCE BRACING: INSTALL IF METAL STUD FRAMING, USE 6" OR 3 5/8" 20 GAUGE STUDS PER ICC ESR-1166 _L"- '1:�m 59$`o <br /> OR EQUAL 0 16 O.C. AND USE 4 10 TEK SCREWS ICC ESR-1976 AT TYP.EACH CONT.2x PLATE ° <br /> rc BOLT TO SECURE ONE TUBE TO - ( ) ( ) N ( ) CAULK JOINT. SIDE CO oat`ot mt <br /> THE OTHER. TUBES SHALL LAP CONNECTIONS. SLOTTING USED AT DIFFICULT CONNECTIONS WITH APPROVED FASTENERS. s-c 5 m 5 <br /> o TO ONE ANOTHER AT LEAST 4" <br /> y B/ SOFFIT <br /> 0 IN FULLY EXTENDED POSITION 6'-9" A.F.F. <br /> 9 COMPRESSION STRUT W/LATERAL a'- " - 1 1 INTERIOR PARTION 7 TILE 2 VALANCE SECTION Q <br /> BRACING 0 12'-0" MAX. EA. o <br /> A4.1 A4.1 4.1 w <br /> W DIRECTION& 6'-0" MAX. FROM 3 4 =1 —0 3 —1'-0" <br /> PERIMETER WALLS <br /> 3 �o w¢ Oa <br /> rc EXISTING FLOOR o 0 0 o 0 <br /> a <br /> FINISH <br /> i EXISTING CONCRETE <br /> WALL FINISH OR FACE OF CABINET <br /> (WHERE OCCURS). SLAB <br /> c STOREFRONT DOOR <br /> Q TOP OF CURB (WHERE OCCURS). PER SCHEDULE <br /> THRESHOLD - SET <br /> z GROUT. IN MASTIC (ADA ON <br /> w COMPLIANT) <br /> o NEW EXPANSION <br /> w 1/4" THIN SET GROUT SETTING - JOINT, TYP. <br /> BED. <br /> EXISTING SIDEWALK; N y <br /> SEE SITE PLAN r <br /> CEILING PLAN NOTES: s NTEGRAL COVE BASE. a 3 <br /> 1. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN SEISMIC DESIGN 3/8" RADIUS. Z w <br /> ® VERTICAL COMPRESSION STRUT CATEGORIES D SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE o <br /> n WITH ASTM C635, ASTM C636,AND ASTM E580,AND SLOPE z <br /> CERAMIC TILE SET IN 1/4" THICK Q <br /> v MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 2%MAX. z _ <br /> ll LATERAL WIRE BRACING a MAXIMUM SETTING BED, TYP. In w <br /> NOTE: 12 GA.VERTICAL WIRES SHALL BE USED AT 48" 2. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO COMPLY LJ = <br /> WITH THE FOLLOWING: SEALED CONCRETE. a o <br /> c O.C. PERIMETER HANGARS SHALL BE 8" MAX. FROM WALL Q Z 0 a <br /> AND NOT MORE THAN 1 IN 6 OUT OF PLUMB. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE OR O a- ¢ N o <br /> o CHANNEL SHALL BE NOT LESS THAN 2.0 IN. (50 MM).WHERE PERIMETER Q w W 12 oa O <br /> SUPPORTING CLIPS ARE USED,THEY SHALL BE QUALIFIED IN a W o w iO a <br /> s ACCORDANCE WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL <br /> HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE 2 <br /> w ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN \ I� <br /> & 16 SUSPENDED CEILING - SEISMIC CATEGORY D EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 IN. (19 MM) �g� TILE BASE AT FLOOR 2 /� w o <br /> CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO I� SECTION @ DOOR SILL <br /> A4.1 NTS SLIDE ON A CLOSURE ANGLE OR CHANNEL. A4.1 6 =1 -0 <br /> A4.1 3„-1' <br /> ARCHITECTURAL DETAILS :5 <br /> of Everett Permit Services <br /> EVERETT Reviewed for Permit 11/14/2024 <br />