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HomeMy WebLinkAbout07020031.23F 6 0 0 m 03 1 3 "04 - W7 lQ2 m I� 6 3/4" y 4' 2'-6" p I 4„ Si " II ' t V42 m I W5 GENERAL NOTES rim (2) LAYERS OF TYPE - "X" 6YPl BRD. -- -- f 5/8" Ti PE ";x' C�YP. BIRD. _ l j I. THE DRAWINGS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE (�� \ AND ARE THE 50LE PROPERTY OF THE ARGHITEGT. ANY RE -U5E OR DUPLICATION OF THESE DOCUMENTS 15 PROHIBITED WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE ARGHITEGT. i2'-5 -V4" I' -O 3/4" Iy 14r�' ��! °��� 3 5/8" „ 2. E -AGH GON T RAGTOR SHALL REVIEW ALL DRAWINGS 1 -0 DET ERMINE 358 / I 3 5/8 v i I P GTIVE TRADE. FULL EXTENT OF RESPONSIBILITIES FOR EACH RE5 E U'. ( 5/8" TYPE - "X" GYP. BRD 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL W3 ( W3 \ WS 3 5/8" METAL STUDS APPLICABLE CODES, LAW5, AND ORDINANGE5. �r I ®I6" O G MEN o - 207 20 10 W3 �r - IW2 W3 LINER ANEL 0), 4. ALL DIMENSIONS ARE FACE TO FACE DIMENSIONS (E.6. STUD TO STUD, I4" G -H 5 DS SOUND ATTENUATION BATTS MASONRY TO MASONRY) UNLE55 NOTED OTHERWISE. � l 5. COORDINATE WORK OF THI5 TRADE WITH WORK OF OTHER TRADES. DF O WOMEN 01. 208 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. a I o T ( NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS PRIOR TO PROCEEDING. R.O. I 7. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELEGTRONIG O no 03/1, 3 MEANS. THE ARGHITEGT/EN6INEER IS RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. THE ARGHITEGT/ENGINEER'5 LIABILITY 15 THEREFORE m W3 I / LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY. 8. CONTACT RE5PEGTIVE UTILITY COMPANY FOR EXACT LOCATION OF \ / UNDERGROUND SERVIGE5 PROR TO START OF CONSTRUCTION. TAKE W3 W2 I EVERY PRECAUTION NEGE55ARY TO PROTECT EXISTING SERVICES DURING GON51RUGTION. 00 -1 W3 W5 I 03 q. EACH GONTRAGTOR 15 REQUIRED TO REMOVE ALL CARTONS, BOXES, 1' -0 3/4" IU' -I 5/8" 10' -I /8" 2' -O" 3' -5 3/4° MATERIALS, TRASH AND DEBRIS CAUSED BY HI5 WORK FROM THE JOB 10' -I 1 15/16" 6' -0 5/8" 6' -0 5/8" W 5' -q /8" = I \\ \ SITE DAILY. d 10 3 518" 3 /8" 3 5/8" 3 8" /8" r- 3 5/8" 3 5/8 I 10. EACH GONTRAGTOR SHALL PROVIDE ALL BARRIGADE5, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED. � rF I w5 I I II, DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS FUTURE WALLS �� '" Y' - II II \ II I m W4 10 W4 \ \ `\ m I I � / / 205 \ � m m BEEN ADDED (I.E. IOTA). SEE DOOR SCHEDULE SHEET A501. 207 208 - - _ - - - - - - - - - - - - - - - - - - - - 12. PROVIDE WOOD BLOCKING SUPPORT FOR ALL SURFACE MOUNTED - - - - - - - - - - - - - - - - - - - - - - - --I� ITEMS MOUNTED TO FACE OF GYPSUM WALLBOARD WALLS. \ \\ Wl FUTURE WALLS W5 W5 W2 W5 W5 II 13. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL I AND MASONRY. �I I i 14. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR U51NG 51LICONE SEALANT. 404 G m - �� D.F. �I I 15. CAULK ALL COUNTERTOP BAGK5PLA5HE5 TO WALL U51N6 SILICONE W8 W1 cn \\ / L---------------------------- - - - - -- 5EALANT IN COLOR AS SELECTED BY OWNER. I - -- --- --- - - - - -- - - - - - - - - - - - - -,� 16. ALL INTERIOR 6YP5UM WALLBOARD TO BE 5/8" TYPE 'X' UNLE55 NOTED I WI 207 WI 206 OTHERWISE. SEE SPEGIFIGATIONS FOR OTHER REQUIREMENTS. 202 a _ - m I I 17. ALL INTERIOR STUD WALLS TO BE 3 5/8" METAL STUDS @ 16" O.G. I I WI _ I UNLESS NOTED OTHERWISE. 5EE 5PEGIFIGATION5 FOR OTHER REQUIREMENT5. 1- En � WI I I I ° N. FUTURE WALLS STAIRS 2D-� f' I 18. PROVIDE WOOD BLOCKING SUPPORT FOR ALL RECE55ED MOUNTED ITEMS. -I 202 m WI I i REVIEW PLANS AND 5PEG5. FOR REQUIREMENT5. 0 II Z Q I LLEGT. (L - I 206 �- - -- - - -- - -- -- - - - - ------- - - - - -- -- - - - - -- FRP PANELS LOBBY I -- -- -- - - - -- - - a 204 W �a I 201 o O� 0 �i- N i O m i m W/ 5/8" TYPE "X" G.W.B. EACH SIDE & SOUND ATTENUATION BLANKETS m LE OR T\ 3 -518" x 200A. METAL STUDS © 16" D.G. v W 2 4 a SOUND ATTENUATION BLANKETS W3 TO DECK ABOVE. LINER ANEL 0), 4. ALL DIMENSIONS ARE FACE TO FACE DIMENSIONS (E.6. STUD TO STUD, I4" G -H 5 DS SOUND ATTENUATION BATTS MASONRY TO MASONRY) UNLE55 NOTED OTHERWISE. � l 5. COORDINATE WORK OF THI5 TRADE WITH WORK OF OTHER TRADES. DF O WOMEN 01. 208 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. a I o T ( NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS PRIOR TO PROCEEDING. R.O. I 7. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELEGTRONIG O no 03/1, 3 MEANS. THE ARGHITEGT/EN6INEER IS RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. THE ARGHITEGT/ENGINEER'5 LIABILITY 15 THEREFORE m W3 I / LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY. 8. CONTACT RE5PEGTIVE UTILITY COMPANY FOR EXACT LOCATION OF \ / UNDERGROUND SERVIGE5 PROR TO START OF CONSTRUCTION. TAKE W3 W2 I EVERY PRECAUTION NEGE55ARY TO PROTECT EXISTING SERVICES DURING GON51RUGTION. 00 -1 W3 W5 I 03 q. EACH GONTRAGTOR 15 REQUIRED TO REMOVE ALL CARTONS, BOXES, 1' -0 3/4" IU' -I 5/8" 10' -I /8" 2' -O" 3' -5 3/4° MATERIALS, TRASH AND DEBRIS CAUSED BY HI5 WORK FROM THE JOB 10' -I 1 15/16" 6' -0 5/8" 6' -0 5/8" W 5' -q /8" = I \\ \ SITE DAILY. d 10 3 518" 3 /8" 3 5/8" 3 8" /8" r- 3 5/8" 3 5/8 I 10. EACH GONTRAGTOR SHALL PROVIDE ALL BARRIGADE5, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED. � rF I w5 I I II, DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM A SUFFIX HAS FUTURE WALLS �� '" Y' - II II \ II I m W4 10 W4 \ \ `\ m I I � / / 205 \ � m m BEEN ADDED (I.E. IOTA). SEE DOOR SCHEDULE SHEET A501. 207 208 - - _ - - - - - - - - - - - - - - - - - - - - 12. PROVIDE WOOD BLOCKING SUPPORT FOR ALL SURFACE MOUNTED - - - - - - - - - - - - - - - - - - - - - - - --I� ITEMS MOUNTED TO FACE OF GYPSUM WALLBOARD WALLS. \ \\ Wl FUTURE WALLS W5 W5 W2 W5 W5 II 13. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (E.6. DRYWALL I AND MASONRY. �I I i 14. CAULK ALL TOILET FIXTURES TO WALL OR FLOOR U51NG 51LICONE SEALANT. 404 G m - �� D.F. �I I 15. CAULK ALL COUNTERTOP BAGK5PLA5HE5 TO WALL U51N6 SILICONE W8 W1 cn \\ / L---------------------------- - - - - -- 5EALANT IN COLOR AS SELECTED BY OWNER. I - -- --- --- - - - - -- - - - - - - - - - - - - -,� 16. ALL INTERIOR 6YP5UM WALLBOARD TO BE 5/8" TYPE 'X' UNLE55 NOTED I WI 207 WI 206 OTHERWISE. SEE SPEGIFIGATIONS FOR OTHER REQUIREMENTS. 202 a _ - m I I 17. ALL INTERIOR STUD WALLS TO BE 3 5/8" METAL STUDS @ 16" O.G. I I WI _ I UNLESS NOTED OTHERWISE. 5EE 5PEGIFIGATION5 FOR OTHER REQUIREMENT5. 1- En � WI I I I ° N. FUTURE WALLS STAIRS 2D-� f' I 18. PROVIDE WOOD BLOCKING SUPPORT FOR ALL RECE55ED MOUNTED ITEMS. -I 202 m WI I i REVIEW PLANS AND 5PEG5. FOR REQUIREMENT5. 0 II Z Q I LLEGT. (L - I 206 �- - -- - - -- - -- -- - - - - ------- - - - - -- -- - - - - -- FRP PANELS LOBBY I -- -- -- - - - -- - - a 204 W �a I 201 o O� 0 �i- N i O m r 3/4" 12' -1 1/2" 5' -I I/4° 3 5/8" a il' W8 - - -- -- - - - 2 WI a 04 I - - - -- -- - - -- -- - I EL\E ATOR - - - -- -- - LJ - -- I - II 203 q 3/ " a 10' -2 114" 3/4" 12' -3" q 3/4" q1_6 I/ 3/4° q' -I 5/8" ILL I m W W8 �' � W8 \ W8 / A 404 � \ � � 7� 01 � i3 518 "\ 25' -II 112" /5 5/8" 4' -0 1/8" 42" HIGH SAFETY RAILING (TYPE TO BE DETERMINED) II II II II II FUTURE WALL OPEN TO BELOW i I I FUTURE WALL II II II � II u- 4' -1 3/4" 3 5/8 "� 17' -8" �5/8" 4' -1 3/4" IW C) WI WI x 8 � � 2 GI A601 0 o A601 OPEN TO BELOW \ - A601 �I LINE F GtNOPY ABOVE I I I 7.a I 3' O" 3 _O" 31 -01, I' -0" I' -O" O" I' " 7.3 A 1 .b 3' -0.. I I 3 L J 5 03 PRE -GA5T GONG. PAN SETA I u I I I/211= I' -O" I 6 A60 � Il 4 / A Q. T_ d I 3' -3 3/4" 1' -0" 1' -0" 4_ 718" METAL FURRI6 CHANNELS @ 24" O.G. SOUND ATTENUATION BATTS 3 518" METAL STUDS 16" O.G. 518" TYPE - "X" GYP. BIRD. 5/8" TYPE - "X" GYP. BRD. 718" METAL FURRi6 CHANNELS 24" O.G. 3 A601 / (H4 5 ---- �0 A601 1/4" 7' -8 1/4" 3' -7 112" 6-4 112" I' -0" 2q' -7" 5 03 A 1' -4 3/4" I 1 m i W/ 5/8" TYPE "X" G.W.B. EACH SIDE & SOUND ATTENUATION BLANKETS LE OR T\ 3 -518" x 200A. METAL STUDS © 16" D.G. v W 2 4 m r 3/4" 12' -1 1/2" 5' -I I/4° 3 5/8" a il' W8 - - -- -- - - - 2 WI a 04 I - - - -- -- - - -- -- - I EL\E ATOR - - - -- -- - LJ - -- I - II 203 q 3/ " a 10' -2 114" 3/4" 12' -3" q 3/4" q1_6 I/ 3/4° q' -I 5/8" ILL I m W W8 �' � W8 \ W8 / A 404 � \ � � 7� 01 � i3 518 "\ 25' -II 112" /5 5/8" 4' -0 1/8" 42" HIGH SAFETY RAILING (TYPE TO BE DETERMINED) II II II II II FUTURE WALL OPEN TO BELOW i I I FUTURE WALL II II II � II u- 4' -1 3/4" 3 5/8 "� 17' -8" �5/8" 4' -1 3/4" IW C) WI WI x 8 � � 2 GI A601 0 o A601 OPEN TO BELOW \ - A601 �I LINE F GtNOPY ABOVE I I I 7.a I 3' O" 3 _O" 31 -01, I' -0" I' -O" O" I' " 7.3 A 1 .b 3' -0.. I I 3 L J 5 03 PRE -GA5T GONG. PAN SETA I u I I I/211= I' -O" I 6 A60 � Il 4 / A Q. T_ d I 3' -3 3/4" 1' -0" 1' -0" 4_ 718" METAL FURRI6 CHANNELS @ 24" O.G. SOUND ATTENUATION BATTS 3 518" METAL STUDS 16" O.G. 518" TYPE - "X" GYP. BIRD. 5/8" TYPE - "X" GYP. BRD. 718" METAL FURRi6 CHANNELS 24" O.G. 3 A601 / (H4 5 ---- �0 A601 1/4" 7' -8 1/4" 3' -7 112" 6-4 112" I' -0" 2q' -7" 5 03 A 1' -4 3/4" I 1 3 / \ "A10I d W4 / W4 \ 5 2 0 A601 7' -8 1/4" 1' -8 1/4" 3' -7 112" 22' -2 3/4" E SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656 -3500 Fax (317) 656 -3501 V y ul lul W LLA cu 0 O o (D OwQ � LL �Z Z Q I-u z (D F- W � ° 0) U Z co > w '�'� • - o w� o• � M� Q aUm�0 m O m 0 Q O -° m zQ Y tL p .fl LU U Q , ¢ Lu m O cn 0 O 0 CERTIFIED BY: NORTH: n z 0 F_ ce 0 w 0 �I z' of ; ua O �I I i i I I i i SHEET NO. A204 ENLARGEMENT PLANS 3 -5/8" x 206A. METAL STUDS C 16" O.G. W/ 5/8" TYPE "X" G.W.B. EACH SIDE & SOUND ATTENUATION BLANKETS TO DECK ABOVE. (I -HOUR) W2 v 3 -518" x 200A. METAL STUDS © 16" D.G. v W W/ 5/8" TYPE - " a SOUND ATTENUATION BLANKETS TO DECK ABOVE. W3 3 3 -518" x 206A. METAL 5TUD5 @ 16" O.G. �r W W/ 518" WATER RESISTANT G.W.B. ONE SIDE & SOUND ATTENUATION BLANKETS - - TO DECK ABOVE. - T 3 -50 x 206A. METAL STUDS @ 16 O.G. W4 W W/ 518" WATER RESISTANT 6.WB. EACH SIDE TO 6" ABOVE FINISH CEILING. 3 -5/8" x 206A. METAL STUDS @ 16" O.G. WS 3 W/ 5/8" WATER RESISTANT G.W.B. ON TOILET ROOM SIDE, 5/8" TYPE "X" 5.W.B. ON OPPOSITE 51DE 4 SOUND ATTENUATION BLANKETS TO DECK ABOVE. W6 `1", W 3 -518" x 206A. METAL 5TUD5 @ I6" O.G. W/ (2) LAYERS 5/8" TYPE " ff SOUND ATTENUATION BLANKETS TO DEGK ABOVE. (2 -HOUR) W i G GYPSUM SHAFT WALL SYSTEM 4" G -H STUDS, I" LINER PANEL (SHAFT SIDE) 1 (2) LAYERS 5/8" TYPE - "X" GYP. BIRD. W8 Q 7 7/8" METAL FURRING CHANNELS - @ @ 24" O.G. OVER 12" G.M.U. TO 6" ABOVE FIN15H GEILIN6. "A10I d W4 / W4 \ 5 2 0 A601 7' -8 1/4" 1' -8 1/4" 3' -7 112" 22' -2 3/4" E SIMMONS ARCHITECTS, LLC ARCHITECTS, PLANNERS 305 East New York Street Indianapolis, Indiana 46204 (317) 656 -3500 Fax (317) 656 -3501 V y ul lul W LLA cu 0 O o (D OwQ � LL �Z Z Q I-u z (D F- W � ° 0) U Z co > w '�'� • - o w� o• � M� Q aUm�0 m O m 0 Q O -° m zQ Y tL p .fl LU U Q , ¢ Lu m O cn 0 O 0 CERTIFIED BY: NORTH: n z 0 F_ ce 0 w 0 �I z' of ; ua O �I I i i I I i i SHEET NO. A204 ENLARGEMENT PLANS SHEET NO. A204 ENLARGEMENT PLANS