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EXISTING EXISTING ROOF 2 x 4 DF#2 AT 24" O.C. m z <br /> ROOF TRUSS. ASSEMBLY. SECURED TO ROOF TRUSS <br /> EXISTING WALL CONSTRUC70N TOP CHORD WITH (4) 10d. <br /> LAP W.R.B.OVER&BEHIND FLASHING 'xxx II <br /> INSECT SCREEN — <br /> P.T.STARTER STRIP k <br /> 2 <br /> GAP FOR VENTING PER MANUFACTURERS <br /> RECOMMENDATIONS. NOTE: A:. <br /> 2 x 4 BRACE AT 48" O.C.GALV.METAL•Z'FLASHING; MATCH SIDING IF METAL STUD F (ALTERNATE DIRECTION)CEMENT BOARD TRIM 3625125-33 STU ESR-1166 OR EWITH (4) 10dPER STUD. <br /> ( RUN BRACES EACH <br /> WOOD RAINSCREEN FURRING USE (4) #10 TEKGALVANIZED METAL FLASHING (ICC ESR-1976) \ CL <br /> BACKER ROD&SEALANT CONNECTIONS. \ (4) #10d, TYP.MR.SHIM AS REQUIRED <br /> CONTINUOUS SEALANTSTOREFRONT PER PLAN/SCHEDULE a B.O. SOF LV.I.F.CEILING, SEE REFPLAN LIGHT FIXTURE,CEILING PLAN. SEE ELECTRICAL <br /> DRAWINGS. W <br /> o; <br /> REFER TO DECOR <br /> DRAWING FOR SOFFIT Professional of Record: <br /> FINISH <br /> �� SECTION @ STOREFRONT SILL ( SECTION @ PICKUP SOFFIT <br /> A4l 3„=V-0" A4.1 1/2" = V-0" PAIA <br /> DESIGN <br /> Architectural <br /> Solutions Group <br /> 1/2" GYPSUM BOARD ON INTERIOR 1940140TH AVENUE W.#420 <br /> PARTITION, PROVIDE METAL EDGE BEAD LYNNWOOD,WA 98036 <br /> AT CORNERS. (425)967-8409 <br /> WOOD BLOCKING. <br /> AMANDA MARTIN <br /> PROGRAM MANAGER <br /> amartin@pmdginc.com <br /> BATT INSULATION. <br /> KEN McCRACKEN <br /> ARCHITECT <br /> EO <br /> 0 <br /> r USE 10d NAIL TO FASTENER FOR. <br /> NOTES' WOOD APPLICATION.(TYPICAL).SEE <br /> EXPIRATION DATE:06/22/25 <br /> DETAIL 20/A4.2 FOR MORE �9d <br /> w 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR. INFORMATION. 1 /4 <br /> 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END Of THE CEILING GRID SHALL BE REGISTERED <br /> m <br /> BOTTOM CHORD OF EXISTING ARCHTECT <br /> u ATTACHED TO THE CLOSING ANGLE.THE OTHER END SHALL HAVE A 0.75" CLEARANCE FROM WOOD TRUSS. <br /> THE WALL. " <br /> 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT THEIR 1 O END WALL �g� NOT USED KE CCRACKEN <br /> SPREADING. 4(12 GA.)WIRES 90'TO EACH A4.1 STATE OF WASHINGTON <br /> 4. THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH OTHER 1 1/2 =1 —O A4.2 NO USED <br /> ASTM C635,ASTM C636,ASTM E580 AND MANUFACTURER SPECIFICATIONS AND INSTALLATION 45'TO PLANE OF CEILING <br /> INSTRUCTIONS. EXTEND STUD AND BACKUP $IG/ 7NA1 DATE:,/ <br /> BRACE TO BLK'G STUD SIDE OF BLK'G W/(4) 10D $eOl Qy �y ppm <br /> #12 GA.VERT.WIRE HANGER, ON ONE SIDE TO UNDERSIDE NOTE: INTEGRAL BASE 1y/(5) tOD <br /> k GRID LEVEL PRIOR TO TUBE OF ROOF FOR DRAFTSTOP AT OTHER THAN v <br /> UNDERSIDE OF ROOF STRUCT. SUSPENDED ACOUSTICAL TILE SIMPSON STRONG-TIE WHERE SHOWN ON PLAN RESTROOM TILE o <br /> ABOVE z INSTALLATIONS SIMILAR. EXISTING ROOF STRUCTURE,TYP. o o «`o$ <br /> MAIN T-BAR RUNNER "HTC4" AT 46"O.C• o'g°o E.g. <br /> c <br /> w SEE MAX.HT.SCHEDULE STRUCTURAL MEMBER OR °c an`°m= s <br /> 3/4" CLEAR MIN.SEE NOTE ABOVE. CONTINUOUS TOP PLATE STUD SPANNING BOTTOM SETTING MATERIAL. \ \ PROVIDE 2.4 BUI WITH U24 HANGERS ' <br /> EMT SLEEVE \ \ AT EACH SOFFIT STUD AT T&B TRUSS _ n`ii2 °0 0 <br /> .. SEISMIC 2" %2"ANGLE MOLDING- USG OR EQUAL TO BE CHORD AT 4'-0" O.C. \ CHORDS. ` <br /> DRILL 3/32" HOLE&INSTALL DESIGN AREAS FASTENED WITH 14d WOOD SCREWS 0 16"O.C. J"OVE <br /> - ° �tiBOLT&LocK'c NUT D &E ONLY USE ARMSTRONG BERG 2 cLIPs As aLT. LATERAL 2x4 B CONTINUOUS 2x FIRE CERAMIC WALL TILE. m%�Eo1 <br /> SLOT END OF TUBE TO FIT OVER TO STRUCTURE o° -CLG.RUNNER 2X BLOCKING AT CEILING STOPPING AT CEILING LEVEL SEE INTERIOR DRAWINGS.AT 4'-O" O.C. TYP.r TRU <br /> 45'TYP. TYPICAL INTERIOR PARTITION WALL ( ) ELEV/VARIaEMAIN RUNNER FOR REFERENCE ONLY SEE FINALV, -1/2" GYPSUM PER RCP DECOR DRAWINGSFOR FINISHES.c6oss RUNNER 1/2" CEMENT BPLAN - WATER RESISTANT GYPSUMzxa DIAL. BRACING®48"O.C.PLYWOOD BACK WOOD STUD PARTITION TYPE: BOARD, INSTALL TILE PLUMB,VERTICAL COMPRESSION STRUT / SMOOTH AND TRUE. BRACE TO SOFFIT STUD W/(5) 10D9°ELECTRICAL METALLIC TUBING(EMT) SIDE AS INDICA ALL PARTITIONS TYPE 'A' -PER DECOR OR UNLESS NOTED OTHERWISE % corer.zxfi TRONGBACK W/(3) o c m m <br /> ¢ SIZE(DIAMETER) (MAX. HEIGHT) T.X #10x3.5 SCREWS INTO EACH STUD o cat a°t m <br /> BOTTOM 12" OF BACKUP CERAMIC TILE BASE NEW TILE OVER i/2" 4� 2 <br /> 1/2" 4'-0" "A" = 2x4 CEMENT BOARD OVER 2x VERT.STUDS 0 16"O.C. •v S 8 <br /> TO BE CEMENT BOARDUARRY TILE WHERE REQUIRED). <br /> 3/4" 5,-2" "Al" "= 2x4 W/BATT INS. ( ) 1/2"PLYWOOD o <br /> 1" 6-6' - MIN. 1/2" ABOVE SLAB "B" = 2x6 NEW VALANCE <br /> 1 1/4" 8'-6" 3 8" RADIUS CEILING PER RCP PLAN O m Hw <br /> CONT 2x PTDF #2 SILL "B1 2x6 W/BATT INS. / -AUGN WITH NEW 9t°u = <br /> 6' 0" MAX 12'-0" 6'-O" M X WITH SIMPSON PDPW SHOT DIGITAL MENU BOARD OVER 1/2" PLYWOOD Q °..an.t'r <br /> 2" 12'-7" "C" = 2.B FRP v <br /> WALL EXTEND 6"ABOVE CLG. LINE <br /> m 2 1/2" /6'-6" PIN AT 32" O.C. PER DECOR "C1"= 2x8 W/BATT INS. 1/4" THICK MAXIMUM SETTING V m o°°m�'e o <br /> 0 3" 20'-2" BED, TYP. . <br /> 2x4 VERT.STUDS® MATCH EXISTING KITCHEN FINISH <br /> 4" 26'-0" STUD SPACING: 16" O.C. 16"O.C. OVER 1 2'CEMENT BOARD <br /> o NOTE: /' <br /> IF METAL STUD FRAMING, USE 6" OR 3 5/8" 20 GAUGE STUDS PER ICC ESR-1166 <br /> LATERAL FORCE BRACING: INSTALL - TYP.EACH CONT,2x PLATE <br /> (OR EQUAL) ® 16" O.C. AND USE (4) #10 TEK SCREWS (ICC ESR-1976) AT CAULK JOINT. SIDE m ° m•z <br /> r BOLT TO SECURE ONE TUBE TO o i-c P. <br /> THE OTHER.TUBES SHALL LAP I CONNECTIONS. SLOTTING USED AT DIFFICULT CONNECTIONS WITH APPROVED FASTENERS. B/ SOFFIT <br /> dk <br /> 0 TO ONE ANOTHER AT LEAST 4" <br /> IN FULLY EXTENDED POSITION <br /> COMPRESSION STRUT W/LATERAL 4'- 0 1 1 INTERIOR PARTION �7� TILE 2 VALANCE SECTION Q a a <br /> BRACING 0 12'-0" MAX. EA. \ m F w <br /> DIRECTION & 6'-0" MAX. FROM A4.1 3/4"=1'-0" A4.1 3"=1'-0" A4.1 1 <br /> PERIMETER WALLS 2 a <br /> E o o o <br /> STOREFRONT PER PLAN SCHEDULE ALL FINISH OR FACE OF CABINET <br /> CORIAN SILL / —(WHERE OCCURS). <br /> 0 <br /> s TOP OF CURB (WHERE OCCURS). <br /> E%ISTNG BOOR FlNISH <br /> X <br /> CONT.GALV.METAL FLASHING W/ GROUT. ExISTxG CONCRETE sue O1 <br /> o (OPE BACK&EDGE DAMS,SET IN SEALANT 1xREsxRoN-001 SET IN Nnsnc a <br /> Stt1REEM DOOR IN eCNc <br /> BACKER ROD&SEALANT 1/4" THIN SET GROUT SETTING pnnaxRunNTI Q <br /> 1O BED. NEW ExRnxRON,:S 3 <br /> o INSECT SCREEN s ainx xc aoEwux;SEE sltE M <br /> CEILING PLAN M.R.SHIM AS REQUIRED N } <br /> F� 3 <br /> m NOTES: m INTEGRAL COVE BASE. sLaPE <br /> n CONT.SEALANT nwnx Q w <br /> 1. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN SEISMIC DESIGN m 3/8" RADIUS. <br /> U VERTICAL COMPRESSION STRUT GAP FOR VENTING PER MFRS z (n <br /> ® CATEGORIES D SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE 4 Z ' <br /> WITH ASTM C635, ASTM C636,AND ASTM E580, AND RECOMMENDATIONS. CERAMIC TILE SET IN 1/4" THICK 4 Z <br /> MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. <br /> B X LATERAL WIRE BRACING a MAXIMUM SETTING BED, TYP. d LLI <br /> ci 2. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO COMPLY EXISTING WALL CONSTRUCTON J LLJ <br /> 21 NOTE: 12 GA.VERTICAL WIRES SHALL BE USED AT 48" WITH THE FOLLOWING: SEALED CONCRETE. 4, Q DC o <br /> O.C.PERIMETER HANGARS SHALL BE 8" MAX. FROM WALL Z 0 i <br /> AND NOT MORE THAN 1 IN 6 OUT OF PLUMB. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE OR <br /> oCHANNEL SHALL BE NOT LESS THAN 2.0 IN. (50 MM).WHERE PERIMETER // ;�/'' _ ; w '�o m F m CD <br /> SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN '. LEJ o <br /> ACCORDANCE WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL <br /> HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE <br /> G ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN <br /> 18 SUSPENDED CEILING - SEISMIC CATEGORY D EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 IN. (19 MM) 12 SECTION @ STORFRONT HEAD �8� TILE BASE AT FLOOR �\ /� /� o <br /> ¢ — CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO / \ SECTION @ DOOR SILL /"�T <br /> SLIDE ON A CLOSURE ANGLE OR CHANNEL. A4.1 3"=1'-0" A4.1 <br /> A4.2 NTS c=1'-0" _ <br /> A4.1ARCHITECTURAL DETAILS :Ei <br />