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HomeMy WebLinkAbout12E.5 8 8 F.1 8'-2 1/2" F.4 9'-7 1/8" F.8 9'-8 5/8" G.4 8'-4 3/4" V 8'-7 3/8" H.1 9'-8 5/8" H.7 9'-7 1/4" J.1 16'-10" J.8 10'-2 1/4" K.1 1 1 3 1 3 4 A301 A310 A301 A302 A302 A30 I I 18' 10" 9'-1 3/4" 36-01/4'. 6'-0 1/4" 8'-5 3/4" 18'-10" V-0" 1'-0 1 r prr A112 I � � / PEN TO 2 I —----'�—� N — -- — — —� — �9ORC_BELOW - -- °¢° - 2 o A112 I — 8 A2 F T....___ _.......... L......_..._............_.......................................... _....._ co `Y' i j QPEN ITO 8A VESTIBULE PARCEL I00 BELO -C- I 1 ................i 6D THEATRE, I 13/8" O i 11/2" N,•. 4'-0 1/4" 5'-2 7/8" 3'-9 1/2 " 0 PATRON'S 5'-10 3/4" _ I I ROOM 201 rip u - I I 6D C? 1 - A202 —� 9'-4 1/2" M 26-9 50' 9'-6 518" I 16-7 1/4" AL 0'-0 5/8" M 5'-7" 12'-8" _ _ N —�— —. —. — —. —. —U — 6 �. —'. O- 3A O © o CLOS205 ra I I 3A CV i 202 204 i8MEN'S R N I I I ELEV. 1 ELEV. 2 I L STAoIR 2 I to 204 I I 208 201 6D 6D LO sc 3B 6 I 18 e Ix9go z I I I I (OPEN I Ll o6 65 I N s s I C0206 R. I i i ELEV. 20LOBBY � I EN'S RR s I �� i I I I 71 WOMEN'S I o 203 3 ` - .10,7 2 A402 A403 A404 2 1 A307 A307 L.8 In "Iw N.1 w'lto 11'-9 3/8" 201 Q.5 (Q.8 7'-71/2" � 1 A201 1 3 1 3 1 3 1 A303 A303 A304 A304 A305 A305 A306 i 59'-4 1/8" 57'-8" 8'-0 518" /8" 3 — -----—————————'--——————— -- ' ' o ' 19 — 14 — 14 — 14 —14 — — — -. CO ---7---------- -- Y-7--------��-- ----- — — —�—-----I--------r 217A I #D- D ao r I I r j PORCH I L D i 9'-8 1/8" 4 3/8" 4 3/8" 9'-7 5/8" 21 M M +� I 3 I I I DI m i 1 ;--20 -- A403 I I 16 N — i -- — — — +0'-0" = 833.50' B. — — —I — — — — — — — — — — — I I �I Lo DIMENSIONS ARE TO FACE CONCRETE WALLS, Lu MASONARY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. ( STAIR 1 SPRINKLER SYSTEM. E. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO � BE BYALTERNATE BID. 18.1 F. BLACK BOX I REFER TO SHEET A601 FOR DOOR TYPES. 8 213 REFER TO SHEETA-602, 603 FOR WINDOW TYPES. J. PAINT ALL HOLLOW METAL DOORS AND FRAMES, N EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, 17.5 LADDERS -BEAMS, ETC. IN ALL FINISHED AREAS. K. ALL HOLLOW METAL DOOR FRAMES IN MASONRY i THEATER j 2 I $ I ELEV3 I j M. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE V CARPET OR OTHER FLOORING IS TO BE INSTALLED. 17 210 A401 MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS = (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A I 8 8 Iao PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD I I14 WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY 1 WLU CONSTRUCTION. 0. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL JOINTS (C.J.) SHALL BE 30' UNLESS NOTED OTHERWISE. VERIFY 16 ALL LOCATIONS WITH ARCHITECT BEFORE CONSTRUCTION. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE J OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. Q. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED 15.4 OTHERWISE. R. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT f ; i UNLESS NOTED OTHERWISE. 15.2 S. ALL DOOR FRAMES WILL BE LOCATED 4" FROM CLOSEST 15.1 ADJACENT WALL. U.N.O. / 15 T. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF .....,..,..,................... ... I 9/15/_09 Bv D3 I LGA t{t{y }} ��.^��sE(�J �! S. St i ElA!7ci o 3 ate .M..__........._ o 3A `r' I 3A I 6A — — — — — — — — — — — — — — — 00 — — — — — — — — 3A cy) co I I o 18'-1 1/2" I 114 XXXXXXXXXX 213A 2136If I 2'-7 1/2" 3A 00 OPEN TO I =1_ o THEATER 212 I I N I BELOW--- I-- ELEC. cc°ol - — ----- rt - ---211 ROOM LEASAB(E I 1� 211 SPAC 10'-0" I 215 I I SA —I— — — — — — — — — —�— _ — _I— — — -T I — — — — I I I I I I I I I I 5 I I I A112 i 01 N I �I � OPEN I PO CH I in co 2 6 I -I U -)c s I 216A —0)I —T� I I U 8'-8" 3'-4" I_ i Ln Ln o 4 A112 3 1 A306A306 SIM.OPP HAND 3 A201 GENERAL NOTES A. +0'-0" = 833.50' B. THESE GENERAL NOTES APPLY TO ALL SHEETS. C. DIMENSIONS ARE TO FACE CONCRETE WALLS, Lu MASONARY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. D. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. E. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO � BE BYALTERNATE BID. 18.1 F. REFER TO SHEET AG001 FOR WALL TYPES. 18 G. REFER TO SHEET A601 FOR DOOR TYPES. 17'9 H. REFER TO SHEETA-602, 603 FOR WINDOW TYPES. J. PAINT ALL HOLLOW METAL DOORS AND FRAMES, N EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, 17.5 LADDERS -BEAMS, ETC. IN ALL FINISHED AREAS. K. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. L. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METALAND ALUMINUM DOOR AND WINDOW ^ FRAMES. M. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE V CARPET OR OTHER FLOORING IS TO BE INSTALLED. 17 W� N. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS = (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". O PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD 16.5 BEARING WALLS AND NON -LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES OF WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE WLU CONSTRUCTION. 0. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL JOINTS (C.J.) SHALL BE 30' UNLESS NOTED OTHERWISE. VERIFY 16 ALL LOCATIONS WITH ARCHITECT BEFORE CONSTRUCTION. P. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE J OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. Q. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED 15.4 OTHERWISE. R. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT f ; i UNLESS NOTED OTHERWISE. 15.2 S. ALL DOOR FRAMES WILL BE LOCATED 4" FROM CLOSEST 15.1 ADJACENT WALL. U.N.O. / 15 T. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF .....,..,..,................... ... SPECIFIC DIMENSION IS NEEDED FLOORSECOND �..; E. ' - 6 C PEDCO ° DESIGN GROUP SrT►�r�r�rrr7-���!'','' 00033126 ' STATE OF �NDIAN� North Parcel 7-C Keyplan N 1 U Lu JLuW = U � Q 0 m N .. Z W U C) "It Q ^ Ilii W V c W� V E_ = z O U Z J 0 WLU o0 V Q U J LL J LL O ....................................................................................................................... f ; i BID SET NO SHELL & CORE j...................., .............. .....,..,..,................... ... 9/16/09 9/15/_09 Bv D3 LGA t{t{y }} ��.^��sE(�J �! S. St i ElA!7ci o 3 ate .M..__........._ T€.. SECOND FLOOR PLAN A 10 2