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HomeMy WebLinkAbout07020031.200 O v FUTURE WALLS WI � N NI r- I i I m 4 _°� a n o �a N o 6 - � I O 1 I 103 W8- I I G 3/4'_ I 6-10 114 LINE 18' -8" V 2 J, -2„ I ` W5 W2 m w5 ` - -- _ J I I I � o 3' -q 3/8 "� ; 12'- 5 -hi4" , -0 3/4" 12� L 4" n I 3 5/8° I3 5/8'I 0 ` 3 5/8" 3 5/8" 01 W5 W3. W3 \ o H5 0 no NOMEN ' - ° III 1 o ` MEN -_ \ Eo 0 112 � 03 �� -3 5/ / ( ' W3 = W3 tH2 5 O m 1' -0 3/4" 11' -0 3/16" 6' -O 5/8" 6' -O 5/8" I W W3 5' -a /8" - l0' -1 548" 10' -1 /8" 2' -0" 3' -5 314" 7 e- 3 5/8" 3 f8 r 3 5/8" 3 5/8" 3 5/8" m II A II �YD RDT'1 I (2) LAYERS OF TYPE - "v' I I I I (2) LAYERS OF TYPE -' 3 518" METAL STUDS I@ 16" O.G. SOUND ATTENUATION E I I I I b 03 4 DEfiAIL 518" TYPE-`X' 6'('P- BM. 5/8" TYPE - "X" GYP. BIRD 3 518" METAL STUDS © 16" O.G. SOUND ATTENUATION BATTS m W4 O W4 II II S � \ II w m -_ -,L I m m --- - - - - -- I 112 III - - - - -- WI HALLS W5 w5 W2 W5 W5 - J I N ANITOR lob I I 404 GL05ET o I Aiol m W8 I10 405 m �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 ° 1 1 . -- a 1 LLJI �r m I I W8 I W6 d 4 3 -5/8" x 206A. METAL STUDS @ 16" O.G. "X" W W/ 5/8" TYPE - G.W.B. ONE 51DE I I W8 A ELEVATOR PIT LADDER TO DECK ABOVE. 1 1 2 m W/ 518" WATER RESISTANT 6.W.B. ONE SIDE _ a SOUND ATTENUATION BLANKETS L TORS 404 � 3 -5/8" x 206A. METAL STUDS @ 16" O.G. W4 15 A201 61/8" 3 WS � W8 EQUIPMENT w6 ON OPPOSITE SIDE 8 SOUND ATTENUATION �I II 4\/ R 5-5/5"x 206A. METAL STUDS @ 16" O.G. "X" A201 4' -4 14" - - - -- 25' -II 1/2" W1 4 1/2" 3' -II 1/4" STAIRS 103 a (2) LAYERS 56" TYPE - "X" GYP. BIRD. J tz 118" METAL FURRING CHANNELS I° - - - - - - - - - - - - - - - -- - - - TO 6" ABOVE FIN15H GEILIN6. m 0° N Y LLO w FUTURE WALLS 2 60 I10 � WI l01 WI I loa O O WI p WI FUTURE WALLS 4'X4' FRP WI I I WI ELEVATOR PIT LADDER W2 m L oc PANELS o % II ELEGTRIGAL N II MAILA /ENDOR lo-t m = � N I A 405 G 314 "� 81 ( 105 I (VERIFY) II I /8 Q 314" 12' -I I12" 55 �� C� I/4° 3 5/8" 10' -I I/4" 3 518" H6 W6 W6 W6 WI 108) m 4 i m 1 1 � W/ 5/8" TYPE "X" G.W.B. EACH 51DE ARCHITECTS, PLANNERS �r m I I W8 Indianapolis, Indiana 46204 W6 d A201 3 -5/8" x 206A. METAL STUDS @ 16" O.G. "X" W W/ 5/8" TYPE - G.W.B. ONE 51DE I I W8 A ELEVATOR PIT LADDER TO DECK ABOVE. 1 1 2 m W/ 518" WATER RESISTANT 6.W.B. ONE SIDE 9 a SOUND ATTENUATION BLANKETS L TORS 404 � 3 -5/8" x 206A. METAL STUDS @ 16" O.G. W4 15 (VERIFY) II I /8 Q 314" 12' -I I12" 55 �� C� I/4° 3 5/8" 10' -I I/4" 3 518" H6 W6 W6 W6 WI 108) m 4 m 1 1 I W/ 5/8" TYPE "X" G.W.B. EACH 51DE ARCHITECTS, PLANNERS �r m I I W8 Indianapolis, Indiana 46204 W6 d A201 3 -5/8" x 206A. METAL STUDS @ 16" O.G. "X" W W/ 5/8" TYPE - G.W.B. ONE 51DE I I W8 A ELEVATOR PIT LADDER TO DECK ABOVE. 1 1 2 m W/ 518" WATER RESISTANT 6.W.B. ONE SIDE 9 a SOUND ATTENUATION BLANKETS II 404 � 3 -5/8" x 206A. METAL STUDS @ 16" O.G. W4 ELEVATOR A201 61/8" 3 WS � W8 EQUIPMENT w6 ON OPPOSITE SIDE 8 SOUND ATTENUATION �I II 4\/ R 5-5/5"x 206A. METAL STUDS @ 16" O.G. "X" A201 4' -4 14" II 4 112" / 25' -II 1/2" W1 4 1/2" 3' -II 1/4" 14' -2 318" a (2) LAYERS 56" TYPE - "X" GYP. BIRD. J tz 118" METAL FURRING CHANNELS - - - - - - - - - - - - - - - - - - - - -- - - - TO 6" ABOVE FIN15H GEILIN6. m 0° N Y LLO w n m p - - - -- - - CERTIFIED BY: 104 o a LOBBY 1 � 405 C) i PRE -GA5T GONG. PANELS U co W Ljj � III � i II ZI O „ Ili a' „� 112 3/4' 13' -10 3/4" 3 5/8" m W8 O `q - -- - j I - I m 1 1 I W/ 5/8" TYPE "X" G.W.B. EACH 51DE ARCHITECTS, PLANNERS �r m I I W8 Indianapolis, Indiana 46204 W6 d W2 3 -5/8" x 206A. METAL STUDS @ 16" O.G. "X" W8 W/ 5/8" TYPE - G.W.B. ONE 51DE I I W8 A ELEVATOR PIT LADDER TO DECK ABOVE. 1 1 2 m W/ 518" WATER RESISTANT 6.W.B. ONE SIDE 9 a SOUND ATTENUATION BLANKETS II 404 � 3 -5/8" x 206A. METAL STUDS @ 16" O.G. W4 II A201 61/8" 3 WS W/ 5/8" WATER RESISTANT G.W.B. ON TOILET ROOM SIDE, 5/8" TYPE "X" 6-H-13. ON OPPOSITE SIDE 8 SOUND ATTENUATION �I II BLANKETS TO DECK ABOVE. W6 5-5/5"x 206A. METAL STUDS @ 16" O.G. "X" A201 4' -4 14" II 4 112" --� 25' -II 1/2" W1 4 1/2" 3' -II 1/4" 14' -2 318" a (2) LAYERS 56" TYPE - "X" GYP. BIRD. J tz 118" METAL FURRING CHANNELS - - - - - - - - - - - - - - - - - - - - -- - - - TO 6" ABOVE FIN15H GEILIN6. m 0° N Y LLO w n m p - - - -- - - CERTIFIED BY: NORTH: o a LOBBY � i PRE -GA5T GONG. PANELS \ \ \ OPEN TO ABOVE i / / FUTURE WALL5 k = = ==h II II II m WI W1 4' -2 5/8" 3 5/8" Il' -8° 3 5/8" 4' -2 518" IOIB i - wl VESTIBULE wl 101 2 OPEN TO ABOVE O O a 1 A N v e A601 I01 A 403 <> v "' C,2 r 3 bit I 5 -0" 5- 0 I' -2" I 58' -II" a.a a� A ' I II O I 3' -� 3' -0" 3'_1" 3'- 3/4" - 41 10 10 I' -O" I' -0" FLUE LINER PANEL DETAIL 1 1/2 "= I' -O" an 4" CH 5TUD5 (2) LAYERS OF TYPE - "X" 6YP. BRD. 118" METAL FURRING CHANNELS 24" O.G. C,2 ,.--- N- - - - - - - - - A601 1' -81/4" 1' -81/4" 3' -11/2" 6-41/2" S.8 A401 ; FIRST FLOOR LO ") e -, 4 \ F--Z C_-:77 F ENT FLAN 40,'-t?, 1/4" A 5 03 CORNER BEAD WOOD SHIM A51 (2) LAYERS OF (2) LAYERS OF 3 518" METAL 16" O.G. SOUND ATTENUA i vn vn i i 50 1/2" 3 1 1/2 " =1' -O" C,3 I �.- - - - - - - - - - -- - - - - -- Li 0 1' -8 1/4" 1_ 1' -8 1/4" I, 5-71/2" 18' -1 1/4" B 5ENEAL NOTES I. THE DRAWINGS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE SOLE PROPERTY OF THE ARGHITECT. ANY RE -U5E OR DUPLICATION OF THESE DOCUMENTS 15 PROHIBITED WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE ARCHITECT. 2. EACH CONTRACTOR SHALL REVIEW ALL DRAWINGS TO DETERMINE FULL EXTENT OF RESPONSIBILITIES FOR EACH RESPECTIVE TRADE. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS, AND ORDINANCES. 4. ALL DIMENSIONS ARE FACE TO FACE DIMENSIONS (E.6. STUD TO STUD, MA50NRY TO MASONRY) UNLE55 NOTED OTHERWISE. 5. COORDINATE WORK OF THI5 TRADE WITH WORK OF OTHER TRADES. 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS PRIOR TO PROGEEDIN6. 1. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELECTRONIC, MEANS. THE ARCHITEGT/ENOINEER 15 RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. THE ARGHITEGT/EN6INEER'5 LIABILITY 15 THEREFORE LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY. 8. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF UNDERGROUND SERVICES PROR TO START OF CONSTRUCTION. TAKE EVERY PRECAUTION NECESSARY TO PROTECT EXISTING SERVICES DURING GON5TRUGTION. Cl. EACH CONTRACTOR 15 REQUIRED TO REMOVE ALL CARTONS, BOXES, MATERIALS, TRASH AND DEBRIS CAUSED BY H15 WORK FROM THE JOB 51TE DAILY. 10. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED. 11. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS BEEN ADDED (I.E. IOIA). SEE DOOR SCHEDULE SHEET A501. 12. PROVIDE WOOD BLOCKING SUPPORT FOR ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF 3YP5UM WALLBOARD WALLS. 13. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL AND MASONRY). 14. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR USING SILICONE SEALANT. 15. CAULK ALL COUNTERTOP BAGK5PLA5HE5 TO WALL USING SILICONE SEALANT IN COLOR AS SELECTED BY OWNER. 16. ALL INTERIOR 5YP5UM WALLBOARD TO BE 518" TYPE 'X' UNLE55 NOTED OTHERWI5E. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. 11. ALL INTERIOR STUD WALLS TO BE 3 5/8" METAL STUDS @ 16" O.G. UNLESS NOTED OTHERN415E. 5EE SPECIFICATIONS FOR OTHER REQUIREMENTS. 18. PROVIDE WOOD BLOGKINO SUPPORT FOR ALL REGE55ED MOUNTED ITEMS. REVIEW PLANS AND SPECS. FOR REQUIREMENTS. WALL T�FES 3 -5/8" x 206A. METAL STUDS @ 16" O.G. WI - W/ 5/8" TYPE "X" G.W.B. EACH 51DE ARCHITECTS, PLANNERS 1 SOUND ATTENUATION BLANKETS Indianapolis, Indiana 46204 TO DECK ABOVE. (1 -HOUR) W2 3 -5/8" x 206A. METAL STUDS @ 16" O.G. "X" �r W/ 5/8" TYPE - G.W.B. ONE 51DE 6 SOUND ATTENUATION BLANKETS TO DECK ABOVE. W3 3 -518" x 206A. METAL 5TUD5 @ 16" O.G. W/ 518" WATER RESISTANT 6.W.B. ONE SIDE a SOUND ATTENUATION BLANKETS TO DECK ABOVE. 3 -5/8" x 206A. METAL STUDS @ 16" O.G. W4 W/ 5/8" WATER RE5ISTANT G.W.B. EACH 51DE TO 6" ABOVE FIN15H GEILIN6. 3 -5/8" x 20GA. METAL STUDS 16" O.G. WS W/ 5/8" WATER RESISTANT G.W.B. ON TOILET ROOM SIDE, 5/8" TYPE "X" 6-H-13. ON OPPOSITE SIDE 8 SOUND ATTENUATION BLANKETS TO DECK ABOVE. W6 5-5/5"x 206A. METAL STUDS @ 16" O.G. "X" 1; W/ (2) LAYERS 5/8" TYPE O.H.B. EACH 51DE if SOUND ATTENUATION BLANKETS --� TO DECK ABOVE. (2 -HOUR) W1 GYPSUM SHAFT WALL SYSTEM 4" G -H STUDS, I" LINER PANEL (SHAFT SIDE) a (2) LAYERS 56" TYPE - "X" GYP. BIRD. J tz 118" METAL FURRING CHANNELS W8 - @ 24" O.G. OVER 12" G.M.U. O n m wiii- W TO 6" ABOVE FIN15H GEILIN6. CORNER BEAD STEEL COLUMN SEE STRUCTURAL DW65. SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656 -3500 Fax (317) 656 -3501 z }i W L 0 � � Q 0 LLI O c: 3: ~ Q --� Z �- 0 ° � W U Z m LL co V �,> 0 ._ �_W 02 O� NQ J tz �Umce)� O n m wiii- W r x Z m 0° N Y LLO w n m p CERTIFIED BY: NORTH: o a � I U co W Ljj � III � i II ZI O I Ili O j I I I I I SHEET NO. A201 ENLARGEMENT PLANS