Laserfiche WebLink
OFAI <br />D E S I G N S T U D I O <br />SCALE: 1/4" = 1'_0il <br />FINISH SCHEDULE <br />P1 : SEMIGLOSS PAINT <br />P2 : PAINT <br />P3 : PAINT <br />B : WOOD COVE BASE <br />SS: STAINLESS STEEL <br />TIL1 : FLOOR TILE (NON -SLIP TILE) <br />TIL2 : WALL CERAMIC TILE <br />TIL3 : WALL CERAMIC TILE <br />FRP : FIBER REINFORCED PLASTIC <br />ci <br />4'-3" 6'-2" 4'-3" 2'-8" <br />NEW SHORT WALL <br />(STUD HEIGHT 34") <br />------ 11,-5„ T-31' 81 <br />no <br />W.3 NEW SHORT WALL <br />co <br />(STUD HEIGHT 42") <br />C,, <br />r S <br />h � CV <br />5' <br />0515'-7" <br />W. <br />cv W.3 <br />NEW SHORT WALL <br />�EWSHORTWA4L <br />(STUD HEIGHT 42") <br />W.3 r <br />c <br />T <br />NEW SHORT WALL <br />(STUD HEIGHT 48") <br />_ <br />O <br />r <br />cn <br />r <br />NEW SHORT WALL F0 5'-7° <br />r �, <br />(STUD HEIGHT 42") <br />cV <br />I <br />CV <br />T-5" 7'-11" <br />4' <br />r r <br />10, ;2'-5" 1' <br />W.2 <br />15'-3" <br />� M <br />00 <br />W.2 <br />M cu FS <br />b• M T <br />6' <br />0 <br />r <br />_ <br />CV <br />r <br />;n <br />(E ELECT' <br />ANEL <br />CLEARANCE <br />SPACE 36'566" <br />271 <br />*I <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />LEGEND: <br />(E) EXISTING ®FS FLOOR SINK <br />(N) NEW (FD FLOOR DRAIN <br />L--_- <br />EXISTING DEMISING WALL <br />NEW INTERIOR FURRED OUT WALL <br />DETAIL 1 <br />4" MTL. STUD 20GA. 16" O.C. <br />1 <br />WP8 TYPE V' GWB ONE SIDE <br />® <br />NEW INTERIOR PARTITION WALL <br />DETAIL 2 <br />Q4" MTL. STUD 20GA. 16" O.C. <br />WP8 TYPE V' GWB BOTH SIDE <br />NEW SHORT WALL (HEIGHT PER PLAN) <br />DETAIL 3 <br />Q4" MTL. STUD 20GA.16" O.C. <br />WA8 TYPE "X" GWB BOTH SIDE <br />EXISTING ROOF STRUCTURE <br />EXISTING ROOF STRUCTURE <br />CONT. 20 GA. TOP TRACK <br />ATTACH TO EXISTING BUILDING <br />STRUCTURE TO MATCH EXISTING. <br />CONT. 20 GA. TOP TRACK ATTACH TO EXISTING BUILDING <br />\\��\ ° STRUCTURE TO MATCH EXISTING. <br />EXISTING WALL <br />MIN. (3) #8 METAL SCREW (TYP.) @ <br />�\ <br />SUSPENDED T-BAR CEILING MIN. (3) #8 METAL SCREW (TYP.) @ <br />16 O.C. <br />WHERE OCCURS. 16" O.C. <br />TYP. INTERIOR WALL ASSEMBLY: 6" <br />SEE REFLECTED CEILING PLAN. <br />METAL STUDS @ 16" O.C. WITH 5/8" <br />TYPE X GYP. BD. ON ONE SIDES - <br />DRYWALL CEILING <br />PROVIDE 450 DIAG. BRACING <br />TAPED, SANDED SMOOTH, PAINT <br />„� <br />TYP. INTERIOR WALL ASSEMBLY: @ THE TOP MAX. $ -0 O.C. <br />GRADE FINISH (TYP.) <br />MOISTURE RESISTANT 5/8" <br />3 5/$" METAL STUDS @ 16" O.C. <br />GREEN BOARD E/S AT WET AND <br />WITH 5/8" TYPE X GYP. BD. <br />MOISTURE AREAS <br />ON BOTH SIDES - TAPED, SANDED MOISTURE RESISTANT %" GREEN <br />SMOOTH, PAINT GRADE FINISH (TYP.) BOARD E/S AT WET AND <br />BOTTOM 20GA. TRACK ANCHORED (TYP.) <br />MOISTURE AREAS <br />FASTEN BOLT OF STUDS TO FRAM'S. <br />EXISTING CONC. FLOOR SLAB <br />BOTTOM 20GA. TRACK ANCHORED (TYP.) <br />BEL W/ 24 10GA. <br />FASTEN BOLT OF STUDS TO FRAM'S. EXISTING CONC. FLOOR SLAB <br />"HILTI" .145 SHOT PINS, @16"O.C. TYP. <br />FINISH FLOOR AS SPECIFIED - _ <br />BEL W/ 2-# 10GA. <br />"HILTI" .145 SHOT PINS, 916"O.C. TYP. FINISH FLOOR AS SPECIFIED <br />RUBBER COVE BASE <br />FLOOR TRACK TO BE ANCHORED TO <br />COVE BASE <br />FLOOR TRACK TO BE ANCHORED TO <br />EXISTING CONC. SLAB WITH <br />EXISTING CONC. SLAB WITH <br />POWER DRIVEN FASTENERS AT 16" O.C.(TYP.) <br />POWER DRIVEN FASTENERS AT 16" O.C. ffP.) <br />1 <br />TYP. NEW INTERIOR FURRED <br />OUT WALL <br />NTASE: <br />2 <br />TYP. NEW INTERIOR PARTITION WALL <br />NTASE. <br />TYP. INTERIOR WALL ASSEMBLY: <br />MOISTURE RESISTANT Y8" GREEN <br />GWB OR FINISH MATERIAL PER PLAN <br />4" METAL STUDS (9 16" O.C. WITH 5/8" <br />BOARD E/S AT WET AND <br />TYPE X GYP. BO. ON BOTH SIDES - TAPED, <br />MOISTURE AREAS <br />ACOUSTICAL INSULATION WHERE <br />SANDED SMOOTH, PAINT GRADE FINISH <br />INDICATED ON PLANS <br />(TYP.) <br />RAMSET SHOT PINS @ 2'-0" O.C. (1.125" DEEP <br />EXISTING CONC. <br />PENETRATION, MIN. SHANK DIAMETER TO BE <br />FLOOR TRACK TO BE ANCHORED TO EXISTING <br />5 FL R LAB <br />0.140% TYP. <br />CONC. SLAB W/ POWER DRIVEN FASTENERS <br />BASE PER PLAN <br />AT 16" O.C. (TYP.) <br />W FINISH FLOOR AS SPECIFIED <br />a <br />25 GAUGE UNPUNCHED CONTINUOUS TRACK <br />I /I i <br />RUBBER COVE BASE <br />_j <br />1� <br />� /_ <br />SEALANT CERAMIC FLOOR <br />3 <br />NEW SHORT WALL <br />SCALE: <br />A <br />COVED BASE <br />SCALE: <br />N.T.S. <br />N.T.S. <br />--------------------------------- <br />----- rI -------------------------T--------------- <br />y <br />-------------4-----------------SWING <br />DOOR <br />i I <br />SOLID CORE WOOD <br />r I <br />------------------------------- <br />I <br />----------------- TIL1 : NEW FLOOR TILE (NON -SLIP <br />TILE) <br />�I <br />-- ---- ADA COMPLIMENT RAMPED <br />;� TRANSITION STRIP BY GC <br />i Co <br />' <br />SERVICE AREA/ KITCHEN AREA <br />` ------- EXISTING <br />ALIGN ; / <br />r% CONCRETE FLOOR <br />- <br />DINING AREA <br />_��----------------- <br />-------------- -- <br />d 4 <br />d -- T EVERETT <br />� q <br />a d <br />d d <br />q q 6 <br />d _VIE D FOR PER <br />d d <br />d o <br />° <br />Q <br />q <br />4 <br />EXISTING CONCRETE FLOOR TO NEW FLOOR TILE (TYP) <br />SCALE: <br />N.T.S. <br />903121 ST AVE. ,SW <br />SEATTLE ,WA 98106 <br />TEL. 206.322.4323 <br />FAX. 206.322.9177 <br />E-MAILANFO@CATCHSTUDIO.COM <br />WWW.CATCHSTUDIO.COM <br />ARCHITECT: <br />6192 REGISTERED <br />ARCHITECT <br />THAN SUTAN <br />SPATE OF WASHINCTt3N <br />PROJECT TITLE: <br />12906 BOTHELL-EVERET <br />SUITE #B, <br />EVERETT WA 98208 <br />SHEET TITLE: <br />FRAMING PLAN <br />FLOOR FINISHING PLAN <br />REVISIONS: <br />CATCH DESIGN STUDIO <br />DRAWN: NOS NARIN <br />CHECKED: <br />SCALE: AS NOTED <br />FILE: <br />DATE: 08/19/2021 <br />SHEET# <br />