3003 W CASINO RD 2018 BLDG 40-25 Plans 2022-11-10 (3)

Co -4 + ,. 7\ , , r' \ ; j ///' STL BEAM NOTE: RUNNER TRACK // RUNNER TRACK // RUNNER TRACK /),-k TYPEAIL z"T6" 1 . FOR RESTROOM WALL `' // z // z // ONLY AND FLOOR FINISHES, SEE // // // / ' // // — �'� ENLARGED FINISH PLAN / ON A450, AND INTERIOR _" - \\ 1 -- ALTERNATE DIAGONAL . ELEVATIONS ON A381 . // // STUDS @ 45° @ 48" 0.C. ,�� 45 DIAGONAL STUDS �� /� // // @ 48 0/C ALTERNATE DIAGONAL �� // STUDS @ 45° @ �\ f // 2 1/2" 22 GA MTL STUDS @ 48" O.C. FROM FLR. // \\ // 4 —0 O.C. � } 17// TO STRUCTURE ABOVE. // N ` \\ // \ @// // iY/ MTL 48STUDO/C BRACING �/ " 3 5/8" 25 GA. STUDS , , L A y L . ' ,- @ 4 -0 O.C. FROM FLR. , i L i SUSPENDED GYP BD CEILING TO STRUCTURE ABOVE. 1 EXISTING SOUND ;� SUSPENDED GYP BD CEILING TOILET ROOM SIDE NO CEILING SUSPENDED GYP BD CEILING ATTENUATION SUSPENDED GYP BD SUSPENDED GYP BD CEILING TOILET ROOM SIDE THIS SIDE BLANKETS ��} CEILING �� 1 LAYER 5/8" GYP. BD. SCREW ATTACHED TO MTL. STUDS. TYPEAL°'TC7" ' TOILET ROOM SIDE »» 1 LAYER 5/8" GYP. BD. EXISTING 3 5/8 25 GA. SCREW ATTACHED TO MTL. STUDS. PANELS APPLIED VERT. WITH JOINTS I 2 1/2" 22 GA MTL STUDS MTL. STUDS @ 24" O.C. PANELS APPLIED VERT. WITH JOINTS STAGGERED. = EXISTING 3 5/8 25 GA. ;� „ STAGGERED EXISTING 6" 22 GA. MTL. STUDS © 24 O.C. @ 24 O.C. MTL. STUDS @ 24" O.C. TOILET ROOM SIDE EXLSTuING 6" 22 GA. - 1 LAYER 5/8" GYP BDzo CO DS @ 24" O.C. `� `� EA SIDE @ WALL TYPE "TC6" = j , �, a, EXISTING 5 THICK �, a, MTL STUD BRACING @ 48" 0 C EXISTING EXISTING 5" THICK �� SOUND ATTENUATION BLANKET / „ SOUND ATTENUATION BLANKET NO GYP BD 2 LAYERS 5/8 EXISTING 2 LAYERS 5/8" GYP. BD. - EXISTING 2 LAYERS 5/8" GYP. BD. THIS SIDE GYP BD SCREW ATTACHED TO MTL. STUDS. @ WALL Y SCREW ATTACHED TO MTL. STUDS. PANELS APPLIED VERT, WITH JOINTS TYPE "TC7"--- 1 LAYER 5/8" GYP BD PANELS APPLIED VERT. WITH JOINTS f STAGGERED 1 LAYER 5/8" GYP BD STAGGERED _' ACOUSTICAL SEALANT AND `' ACOUSTICAL SEALANT AND ACOUSTICAL SEALANT AND ACOUSTICAL SEALANT AND ACOUSTICAL SEALANT AND BACKER ROD EACH SIDE BACKER ROD EACH SIDE BACKER ROD EACH SIDE BACKER ROD EACH SIDE - BACKER ROD EACH SIDE 1 i II i I IL- 22 SECT-WALL TYKES "T� 6 " (Th2 SECT-WALL TYPES ''TC6 " "TC7 " SECT-WALL TYRES "T96 " rzi_ SECT- WAL " 0.__ ,..._ 4- + I Lt t ' ,, � L TY P E S T E 6 (-5-- SECT- WALL TYPES TA 6 , TA 7 SCALE: 1/2"=1'-0" A205a SCALE: 1/2"=1 '-0" - A205a SCALE: 1/2"=1'—0" - A205a SCALE: 1/2"=1 '-0" A205a SCALE: 1/2"=1 '-0" \ A205a (1) LAYER OF 3/4" FIRE—TREATED PLYWD W/ #12 SCREWS @ 6" O.C. AT ALL PANEL EDGES AND @ 12" O.C. FIELD . 4 2nd FLR. EL.=120'-5 1/2" ATTACHMENT. PROVIDE BLOCKING AT \ '''cN PANEL EDGE LOCATIONS. 1000T250-43 CONT END TRACKt . N , - t N ACOUSTICAL SEALANT ANC\\\ ACOUSTICAL SEALANT AND it - ___i . . TOP OF STUD EL.=11O'-4" BACKER ROD EACH SIDE v v BACKER ROD EACH SIDE DEFLECTION TRACK W/ , DEFLECTION TRACK W/ 3 5/8" DEFLECTION TRACK / MINERAL WOOL INFILL I\- MINERAL WOOL INFILL FASTEN TO DECK OVER 600T200-33 CONT TOP TRACK - -1N 1000S200-43 @ 16" O.C. BRACE WALLS W/ W/ 2 ROWS BLOCKING @ 1/3 400S162-30 @ 4'—O" O.C. AT NORTH END POINTS. PROVIDE WEB STIFFENERS 6005162-33 STUDS @ 16 O.C. W/ TO ADJ FLR STRUCTURE © W/O ADJ CORRIDOR WALL @ END SUPPORTS. (1) LAYER OF 5/8 FIRE TREATED - / 10" ACOUSTICAL BATT INSUL PLYWOOD W/ #12 SCREWS @ 6" O.C. 10'—O" AFF AT ALL PANEL EDGES AND @ 12" O.C. TOP OF STUD 5/8" GWB CEILING FIELD ATTACHMENT. PROVIDE MECHANICAL ROOM SIDE BLOCKING @ PANEL EDGE LOCATIONS STIFF CLIP AL600 @ EA JOIST INSIDE OUTSIDE 4 9'-0" AFF � j ACT CLG :; `\ HORIZ BRACES 400S162-30 @ 2'-0" © OC TO CORRIDOR WALL © WEST o SUSPENDED ACOUSTICAL © Ic.i . © CEILING TILE WITH 4" o SOUND BATT INSUL 600T200-30 CONT BOTTOM TRACK 60 — � CL600-68 STIFF CLIP W/ (6) #12 ATTACH TRACK TO CONCRETE SLAB W/ OT200 33 CONT BOTTOM TRACK SCREWS TO STUD & 3/8" DIA HILTI (2) 1/4"x 1-1/2" TAPCONS @ 16" O.C. ATTACH TRACK TO CONCRETE SLAB W/ I HAS ROD EMBED MIN 3" W HILTI HY (2) 1/4"x 1-1/2" TAPCONS @ 16" O.C. 200 ADHESIVE OR APPROVED EQ. @ ATTACH STUD TO TRACK W/ " ATTACH STUD TO TRACK W LAST 3 STUDS ON EA. SIDE OF EA. (2) #12 SCREWS EA SIDE 1st FLR. EL.=100'-0" 2 12 SCREWS EA SIDE WALL CORNER ACOUSTICAL SEALANT AND O # ACOUSTICAL SEALANT AND y -ii BACKER ROD EACH SIDE 1st FLR. EL.=100,-0„ lli NI_- BACKER ROD EACH SIDE Ih NOTE ALL SCREWS SHALL BE BY SIMPSON STRONG TIE OR APPROVED EQUAL u__u__.._. TY9ES SECT- 2 \ D Wvn.brph.com Copyright®2018"SECT-WALL TYPES ''H " 8 " � " n SECT-WALL (7 FL IVECHA\ ICAL Architects Engineers, Inc. State of Washington SCALE: 1/2"=1 '—0" 1 A14 A205a SCALE: 1/2"=1 '—0" 1 A14 A205a SCALE: 1/2»=1 '—0» 2A14 A2O5a _ i �� l� LyonwoodtlWashingtont 98036 Certificate of Authorization 425-921-3500 Architecture No.603235512 Engineering No.3137 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY KAG 06/15/18 11147 THIS DESIGN AND/OR CHECKED PARTITION DETAILS 16322 06/15/18 0 Temp MCS Utilities & Trenches — Issue for Construction (WBS16322) KAG KML 06/15/18 Kenn L ry REGISTERED / oss am o 2ot (-c ¢� ECT SPECIFICATION IS APPROVED ENGINEERWM 06/15/18 TITLE SHEET a, a, .4:, '7 .IF49" - - ® APPROVED BY DEPT. DATE KML 06/15/18 FACTORY TRANSFORMATION — 777x Wing Body Join A205a —823 CHECKED KENNETH M. LOWERY APPROVED BUILDING 40-025 JOB NO. COMP NO. STATE OF WASHINGTON WO 15/2899-823 APPROVED ARCHITECTURAL MASTER EVERETT, WA DWG NO. 40-025—A205a-823