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06020015 Carmel Arts Building Architectural Plans (18in x 13in reduced prints) issue date 3/10/06
CD CL Cr N W ril CD CD CD , N;a N W E-! 1 2 3 4 1 5 6 7 8 9 8303 General Notes �1 2 3 4 1 5 �6 7 8 9 A303 I A405 I 4 I , . .} . . . . . . . 4'r-0 6 -0 81-8 -8 3'-4 9@-4& -4 *8 8 -8 6 -0 4 - A405 A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF C.Y.U. DIMENSIONS DEEMED aUEsnONABLE ARE TO BE VERIFIED WITH THE ARi ITECT. DO NOT SCALE DIMENSIONS FROM DRAWINGS. B. COORDIAX WORK OF THIS TRADE WITH OTHER TRADES. C. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION. 0. ROOM NLIYEIFRS CORRESPOND TO BUILDING FLOOR E. CAILK IUN�.'RJRES BETWEEN DEFERENT MATERIALS AS IN PROJECT MAINUAL. F PRa4DE PRECAST' iE OR Sim tlKt>1S OVER ALL WISONRY OPE?NNGS. SEE STRUCi11FU1 DRAWINGS FOR ADOtT10N N�ORMATiON. G. COORDINATE LOCATIONS of OPENINGS w WALL CONSTRUCTION WITH MECHANICAL MID ELECiPoCA1 CONTRACTOR. - . % m m a - C8z O M w� • U ..^^ / 0 v � F 0 L/) - ` ; �' ..� . • ' • ' :• �' ..' 0 . . , • .2 - • — — — — aD 1098 1108 — 1118 — t B — 1138 _ o ' I' N. PROVIDE MLNOSE CORNERS AT ALL C.Y.U. WALLS. ra I Gara e I I I I i i I j I �I 16 I Gara a to ra 113 II r I I . L GENERAL CONTRACTOR TO COORDINATE CON.4IRUCTION STAGING WITH OWNER TO MAXIMIZE CLEANLINESS THROUGIiOUT JOE. . ILI 0D I f I' a co ° II 1 W6 I 1 W6 11 W6 '11 I W6 1 J. MAINTAIN 14K FiRE RATING N STAR 1, STAR 2, AND GARAGES K. SEE 600 A! 800 SERIFS DRAWINGS FOR INTERIOR FNSH a DESIGN OF COND01llIUY INTT A. Bi, C a 0 SIwuR I c`Q °° I II ° 411- — j � 1 i ° i — { ' i I 3 Stu* r I ; N 2018 g UP 00 CX A451 1 t •• ' :. 15 'I1 15 15 1 loill 0' 1+i 3 1 31 - -lit ( 1 7'- 15 i 1 an Notes O1 WRAP COLUMNS W/ 5/8' GYPSUM FOR 1 HOUR FiRE RATING �2 NARROW BEAM LIGII FIXTURES AIMED UPWARDS TOWARDS FACADE O3 PEDESTRIAN IF: 4 i HR FIRE RATED ASSEMBLY 0 O CONTINUOUS OF MERR a -off . MOUNTED V AFF O BULT -lP TAPERED NSUUTiON (1/4' PER FOOT SLOPE) O8 ROOF PAVERS ON ADAVABtE PEDESTALS Og ROOF DRAM AND OVERFLOW DRAIN I. '• I 41 I - _ W6i 13 I Corrid0 3 I, 108 1- I 101-1 I' 4 ( ( I 3 I 1088 -1 — — ao I I Do �, �:.._ .... 1 t I — c I 3) I 3 fir I I ( I I W6 et c 3 I ( i ' t 6 31 i I air it I 404 :' A404 W6 F I _ I I I 1 I II I I I I I I — I I Unfinshed enant Space j h I I I W6 I 1 ;' I t f �6 I I 2 5 Star. "� �1 1! � o I roarT� I 2 4 4 Ii 6 A601 I I — I I I I I I I I I it I I A601 'F �, — t I `f' I 1 Col id - „ __ _._ r - _.. . -•a 3 1 RTsse I �. Ij 5 36'X38' ROOF 14AM CFDCATION; SEE ELEVATION SHEET AM SERFS FOR LOCATIONS VERTICAL LAM W/ CAGE: Ii 13 NAPOLEON G08ONi-Y Di�T VENT GAS FIRE PLACE 14 FORMICIAS COLUMN SHAFT 1 ( 8208; CAP 77109. BASE 27208 % % 8' CYU CURB AT BASE ff WAIL. SEE DETAIL 3/A201 1 B SLOPE CONCRETE. Rff STRUCRIRAL DRAWINGS 1NaLI Types 7 NOTE(1k USE TYPE X GYPSUM WALLBOARD FOR ALL LOCATIONS NOTE(2k REFERENCE REFLECTED CEILING PLAN FOR EXTENSION OF WALL TYPES TO THE STRUCTURE ABOVE. TOP TRACK TO ACCOMMODATE DEFLECTION. GYPSUM WALLBOARD To EXTEND W M t/2. OF STREILli SEAL TO EXTEND STRUCTURE) ( E WALL TYPE ASSEAIBLT NOTT:(3k WALL TYPES NOT SHOWN TO STRUCTURAL DECK ARE TO EXTEND 8" (YIN.) ABOVE ILKN•EST CEILING OR BOTTOM OF RNk"AD. PROAX BRACING FROM TOP TRACK TO STRUCTURE ABOVE AT 48' O.C. (MAX) Ni BCD �1' AEIOVE TO AT STRUCTURE NOTE(sk MMiANICAI, ElECiRICAL., & PLLANW PPET, OIK:TWORK a ACCESSMIES ARE NOT To TOUCH STRUCTURE,, DWELLING UWT SEPE>tArION WALLS _ — - — TWO HOUR In RATED ASSEIN3LT W1 2 X 4. WOOD STUDS o 16' O.C. WITH s— i UYBR 5/5' GYP. EACH SIDE W2 3 5/9' 20 GA. METAL STUDS o te' O.C. wi 2 LAYERS 5/8' W. W. SIDE AND SOUND ATTENUATION BLANKETS. MAINTAIN t HOUR FIRE RATING AND INN. STC Of 50 u 1 W3 3 5/8' 20 GA METAL STUDS a 16' O.C. WITH 2 LAYERS 5/8" GYP. EACH SIDE AND SOUND ATTENUATION BLANKEM MAINTAIN 2 HR. FIRE RATING w4 Be CONCRETE MASONRY LpNT wrTH ONE LAYER OF 5/8' GYP. FURRED ON ONE SIOE; 2 HOUR RATED FIRE WALL ASSIEBLT • — � .� ?° --1 .]: 107 ?._ _... 1 1i 4 To ! Ii I' I 1 I J r 1 �13 .• , . I ; . ! U �" • 4 _ I!I —1 ,I i t jl I I I I I I --_.. I 11 I I I j _ I °D I I -- i tr m I, / 1 I - I r� Wr4 h eva or L I WS' I W6 L II i 3 I' 201A I I Stair I �_ DN UP I o0 ? o l i 6 I I 'o is % t ° ; j iO A401 1 o A302 c 3 A450 II ( tOS W6 Unfinished Tenant Space A304 101 iI R W I� I _J II 4 • L —J � .g . "~"� • I I N I I I I I I 1 311 1 6 W q I 3 I � - I ( I I ( 1 6 Flo.. "" — _ ,�, I I :� 401 ui I E uip. W5 105 till 3 li - E �ta � I � •• 1 I i A3D2 .. 8 I I'' Star I S- 450 I I c I �""' "° °�'71 �_ —_J A304 C I I I co I I ex C, 31 . I 1ti I 1f1 ,I " Yi 1" II i N�• ' W5 3 5/8' 20 GA, METAL Sri a 16. O.C. WITH 1 LAYER s /E" GYP. EACH SINE j I i I I !Il lob I I I i I II I I I i I I i i N• I I W6 3 5/8' 20 GA. METAL STUDS o ta" 0.C. WITH "'— 1 �5/Na• EAM SIDE AND SOUND MANI B A A411 o — i I 2 9 4` 2' 4'- ' -B' '_4 ' 14' -B' t ao — 2 '- 4 -8' 6' -0' 4'- ' 4 I A404 I r -- — 4 -4 ' - - 1 1 , - A411 '- 1 '- ' 1 -a• A I I l o -- ° _ (brick) i W7 3 t LAYER %8' GYP STUDS 0 1111 O.C. wmR W8 e' CONCRETE MASONRY UNIT WITH — 2 HOUR RATED FIRE WALL ASSIEI3LY W9 2 X 4 WOOD STUDS o 16' O.a. WiTH :— 1 LAYER 5/8' GYP. ONE SIDE 47 • 09260.A 09260.D 04810.Q 6' O 0' 9 t • 14' -B' 29' -4' ' t - - - - - - 4 1 I A403 A402 A402 j A 3 I � 2 3 4 5 6 7 8 9 2 3 4 6 7 8 9 W10 2 X 4. WOOD STUDS a 18' O.C. WiTH — 2 LAYER 5/a' GYP. EACH SIDE 1 1 4 1 1 A40 A402 A301 W11 SHAFT WALL CONSTRLXMN !' 2 1/2" C -H 25 GA. STUDS o 24' O.C. 11cY MMC0X18 G.W.B. Iq of Detail 3 -1 a 201 Second Floor Plan 1/8"=11-0" AZ 1 0 First Floor Plan its =i -o if N W E-! LU N a Q W Lu y m a C8z O M w� i U ..^^ / 0 v � F 0 L/) U St udural Engineers LYNCH, HARRISON, BRUMLEVE SX Vfr&kA"mw (31'n 207! Scope Dirauln9c These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural • mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish alt items required for the proper execution and completion of the work. First and Second Floor Plans ROMMS: Issue We Drawn By Chocked By 3110/06 BSF RRS CarttfNd By: s AR M ONO DravAii Number. A201 Project Nunliber 25429 W LU N a Q W Lu y m a V O M Scope Dirauln9c These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural • mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish alt items required for the proper execution and completion of the work. First and Second Floor Plans ROMMS: Issue We Drawn By Chocked By 3110/06 BSF RRS CarttfNd By: s AR M ONO DravAii Number. A201 Project Nunliber 25429 -0 a Cr N M .•-r (D 1 M (o -3 ' CD w NI W H LU General Notes 1 2 3 4 5 6 7 8 9 ti A303 1 2 3 4 5 6 7 8 9 A303 x 2 H a 2 w 'S A405 CO) A405 • • A ALL DIMENSIONS ARE FROM FACE OF STUD. OR FACE OF C.M.U. DIMENSIONS DEEMED OlEST10NA�E ARE TO BE V�FED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS w I I I I I I FROM DRAWINGS. B. COORDINATE WORK OT THIS TRADE WITH OTHER TRADES. 11'--0' 7' -2' 3' -8' 11' -4' 3' -8' 3' -8' 3' e"3 1.-8% C. SEE WALL TYPE LEGEND FOR WALL CONSSMUCTION, U 10 11 4 , -8' ' 14' -8` I 4' -0" 8' 14' -8 '_ ,_ 4' -I • _ 8` 4 ' -8' •_ ' •- 4'- - • •_ • 1 ' -4• ' -8` 4'_ • IL ROOM NUMBERS CORRESPOND TO BUILDING FLOOR E. CAULK JUNCTURES BETWEEN DFFERENT MATERNAS AS OUTLINED IN PROJECT MANUAL F. PROM PRECAST CONCRETE OR SM °j • T� � N � i I I I ro � _ � ' I i I � ° 13 ° 13 I UNTES OVER ALL MASONRY OPENINGS. SEE STRUCTURAL DRAWINGS FOR ADD(iION II.ORIiATION. C. COORDINATE LOCATIONS OF OPENINGS N WALL CONSTRUCTION ri� CA ter Bath I I . 0 0 Mastery I Both X �� �� 33 I I I Dinin FF-- vl n I I m 45 " 'f X AXXX WITH MECHANICAL AND ELECTRICAL. CONTRACTOR. H. PROVDE BLw1oSE CORNERS AT ALL C.M.U. WINES. L GENERAL CONTACTOR To COORDINATE CONSTRUCnON AXXX i Ld43 441 III I I I I I I I I I I I I � WITH OWNER To MAMMI E CLEANLINESS THROUGHOUT o N m TOi o I I I 00 I ilet I ° • I I Ll� . o I I A J. MAINTAIN 1-NR FIRE RATING N STM 1, STAR 2. AND GARAGES K. SEE 800 ! E00 SERET DRAWRNJCS FOR INTERIOR FINISH 0 DESIGN OF CONDOMINIUM UNIT A 8, C t O SMA 11 7 Master I I Bedroom ® Bedroom 440 i l l I I I Kitchen I 00 a I I I I I Plan Notes Closet °P 433 I I Closet I I 443 I I •� M 13 1 d • I O1 WRAP COLUMNS W/ 5/8' GYPSUM FOR 1 HOAR FINE RATING _ — L �— J L — J — _ _ — — — — — — — 2 NARROW BENT UGHR FIXTURES ANTED UPWARDS TOWARDS FACADE - S a I I 4� - tai6r HV F�OY.f II I Bath Q PEDESTRIAN LFr. - .�; h W2 - - - I I I - I I I I I I II 339 I� 4 i HR. FK RATED ASSEWXY o - { • • ( •" I' ' " "L't T' CD '� » . -M I I 711 "� UPi A4 , O F1ttE RATED 3/_4' PLYWOOD 8'- HOGNT, MouNTED 4' AFT coNtwuous ATT PEPoI�TER of RUOM Sittin III Sitt .p II p ©BUST -lE TAPfTRED MISULATION (1/4' PER FOOT SLOPE';) Loynd 428 434 + n " I =—� "_ 4 1 I I t " '""i I I Pant ° • ° Kitchen 5 34) Stair I I S -2 3 OB ROOF PAVERS ON ADJUSTABLE PEDESTALS O ROOF DRAIN AND OVERFLOW DRAIN A404 � ° � I DN �,,, ,�,,, Lou nd ` "�" �'�.' iI """ 3 I 444 t -+, l A404 -E] I I I I O _ Den � a n I I 1 I to 38'X38' ROOF HATCH 11 C(E NELATION; SEE ELEVATION S W A300 SERFS FOR LOCATIONS 12 VERTICAL LADDER W/ CAGE: PAINTED — O1 I Bath I 437 /F\] I O I Closet 332 I I I I I I 13 NAPOLEON GDOONT -M DIRECT VENT CAS FIRE PLACE N Bath I 14 FORYCLAS COLUMN: SWIFT +18208; CAP /27108; BASE #27208 S it 5 ON 445 N I °D CS • Bedroom Den S -5 331 Stofa a 327 I vver t 5 8' CMU CURET AT BASE OF WML SEE DETAIL. 3/A201 18 SLOPE CONCRETE. REF STRUCTURAL DRAWINGS ' o� Bedro m S II I � 435 I I IIII I I I I 426 Bedr m lij I 447 I �� U I I I I Corridor ® I I I 326 I I I Closet I , I closet I I I I I I I Wall Types 436 7n I I ® in I I I — I Mech. j' ® I' NOTE(Ik USE TYPE X GYPSUM WALRM MR ALL LOCATiOtS I , h' � , NM2k RE1� REFLECTED CEILING PLAN FOR EXTENSION OF WALL TYPES TO THE STRUCn1RE ABOVE TOP TRACK TO ACCOMMODATE DEFLECTM ° A401 _ _ c n I 329 j 8 A401 — , — — N 10 �� I Bath I 9e I I I 318 IN GYPSUM WALLBOARD To EXTEND WITHIN t/2' OF STRUCTURE. SEAL GYPSUM WALBDARD AT STRUCTURE; (COIF'LETE WALL TYPE ASSEMBLY To EXTMD To srRUCTTJRE) WALL TYPES NOT SHOWN STRUCTURAL DEC'( ARE TO 17RENO 8' — _ _ _ _ r Closet Closet 1 * 424 i i 409 Bedroom TIT > ® A302 O 1 I I Star °qe I F er NNaTE(3} ILA BRACING,FROM �TRACK TO SSRUCTURE ABOVE A 4a D.C. (MAX.) NOTE(4k EXTEND CONCRETE MASONRY WTiHI 1' OF STRUCTURE ABOVE TO A304 Bedroom ( I 423 I • ' A304 I Bedroom Den I I 314 _ 1 319 ( I A302 ADCOMMNODATE FOR DEFLECTION SEAL AT STRUCTURE NOTq!i} MECHANICAL, ELECTRICAL. s PLUMBING PIPES, DUCTWORK t ACCESSORIES ARE NOT TO TOUCH STRUCRJRE, OWELLUNG UNiT SEPERAiION WADS St I: I I I ► l S 4 I IN I 414 I Y III I ON I `° �J I Corridor I U I , II I I I I 317 1 bb I I I R Skara e LM-11 ''Closet — S 316 I _ _ _ FIRE RAM ASSEMBLY - -- TWO HOUR FIRE RATED ASSEMBLY YY1 2 x 4. W000 STUDS a t8 O.C. MRTN �— Bath L - _ - Bat 3�b 1 LAYER 5/8' GYP. EACH SIDE I 410 q 425 N • II O I I I — — I — N _ — — — — _ 41a3 415 t HVA — — _ _ _ 12 r- 7 0 412 _ _ o, I O — I I — —� I I I Ir I ° Kitchen I ( 0 room 12 Sal o I I I 3 5/8' 20 GA METAL STUDS 0 18' O.C. WITH W2 2 LAMM 5/8' GYP. EXT. SIDE AND SOUND ATTENUATION BLANKET'S. MAINTAIN t HOUR Closet I C422 t m I •• 322 7 I Pan I DN 407 I aund and H II 416 411 Ip' O I Q Master I °I 32 I Bedroom Dan I I I I_ I I F305 I I • I I FIRE AND MIL 5iC OF 50 Master I 1 Both 406 I Batn D cc 42t St ' I I ° u q se — J . I j I Dinin (�pAq Close h �, W3 3 5/8' 20 GA METAL SM 0 18' O.C. WITH 2 LAYERS 5/8' GYP. EACH SIDE AND SOUND '� ors• t+ T 2 • FIRE RATING CA 0 p S 3 I I I I I Toilet 4 I 324 ® I I I I I I W4 8' CONCRETE MASONRY UNiT WITH ONE oilet 4pg (� — UP II LAYER OF Ale GYP. FURRED ON ONE SIDE; 2 HOUR RATED FIRE WALL ASSEMBLY I _ I 417 N I °O 77 fttln Sit Master II .� �I —I .o I A40 , I Kitchen Ci I III Bedroom I I I I I Bedroom I 419 I i I 404 I I I — �-_ I I —t I I I I o I I Livin W5 3 5/5' 20 GA METAL SM 0 t5' OX. WiTH — 1 LATER 5/8' OP. EACH SIDE I13 I I 313 13 I. ? N 8' 0' _0 -8• 6' 8• I I I ev ( I I 325 I I W6 3 5/8' 20 GA METAL STUDS 0 18' O.C. WITH �� 1 LAYER 5/8' GYP. EACH SIDE AND SOUND ( I I I I T' roc T rra e I I I 15 Dinin I — A�'"n0N rs • II L— �� --4. — Go — — — — — — _ 1 LAYER 5/8' GYP. ONE SIDED 18' IOC. wriH Go I • d I • - I - - - - - - - - •� t LE 1A 4�- r_ . r 4� -1. 2 I I 2 4' -8` ' -8' ' -8' 4' -0• I Jill 8 A402 A403 e i I I I I m I Vot 1.-0 8' CONCRETE MASONRY UNiT WiTH 2 HOUR RATED FIE WALL ASSMEHLY 14' -8 14 -8 29' -4' ._ . ._8. '_8' ' -8' ' -8' ' -B' 4-8- 8' -0' 4'- ' 2 --0 1 -0' 8 8 8 2 6 0' I i I 5 ( I I I A403 I I 1 2 4 6 OT 9 0 1 . 11 -0 T_2• 3 -8 11 -4 3' -8' 3' 8' 3' 6' 11'-0' 1' 1 • T I I I I I I I I 14 -8 29' -4' 14' -8• 2 2' 5 A403 A403 M02 1 2 4 6 7 8 9 yys 2 X 4 WOOD STUDS 0 16' D.C. WITH 1 LAYER 5/8' GYP. ONE SIDE W10 2 X 4. WOOD STUDS 0 15' O.C. WRH z LAYER s/a' GYP. EADH sIOE A402 A301 A402 A301 Will SHAFT WALL CONSTRUCTION � 2 1/2' C -H 25 GA STUDS O 24` O.C. W� 1 LAYERS 5/8' G.W.B. ONE SIDE & 1 GYPSUM CORE BOARD OPP. SIDE 2 Fourth Floor Plan Third Floor Plan �!5 1i8 -1 1 -o 11 AZO2 fig 1 0 NI W H LU BSF N a Z w Q W x LU H a m w 'S CS CO) Z J;; w A F e"3 U seuct g Eagi ws LYNCH, HARRISON, BRUMLEVE GSM V1*.A.lm.. p dt; 7bsm7'Soal+oa 03 80" 1111111111111M Thaoa dr-nq. i th,,r , ner pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type o/ structural, mechanical and electrical systems. The drawings do not necessarily indicote or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Me: Third and Fourth Floor Plans Revblon beue Date W Checked By LU BSF N a Z w Q W LU H a m Q V CO) 80" 1111111111111M Thaoa dr-nq. i th,,r , ner pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type o/ structural, mechanical and electrical systems. The drawings do not necessarily indicote or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Me: Third and Fourth Floor Plans Revblon beue Date Draw By Checked By 3/10/06 BSF RRS CerOW By: _ nk_L SCk,. "I AR Drauft Number. A202 RO*t*X*W. 25429 -0 :3 r•q. CD CL r.r M 03 0 rl*. (D M :3 cc CD CD cc) N -D' N W Exxxxxi LLI AEG WZ V General Notes �„ Q ca Cc W CS CO) 0z U A. ALL DIMENSIONS AM FROM FACE Of STUD, OR FACE Of C.M.U. DIMENSIONS DEEMED QUES)ONABLE ARE TO 111E VMU WITH THE A"ECT. DO NOT SCALE DIMENSIONS V) e7 F 3 U FROM DRAWINGS. B. COORDINATE WORK OF THIS MADE WITH OM TRADES. C. SEE WALL TYPE LECENID FOR WALL CONSTRUCTION. + A411 t 6L� W5 2 21 D. ROOM NUMBERS CORRESPOND To BUILDING FLOOR E. CAULK JMCrURES WWEEN DEFERENT MATERIALS AS OUTLM IN PMECT "UAL F. PRM PRECAST CONCRETE OR STEEL, LINTELS MR ALL MASONRY OPENINGS. SEE STRUCTURAL DRAWINGS FOR ADDITION INFORMATION.. 7 A41 F VA4 7 10 Mech. Q COORDINATE U)CUIONS OF OPENINGS IN WALL. CONSTRUCTION WITH MECHMICAL NO ELECTRICAL CONTRACTOR. E .............. -r* .... ..... .... ---------------- . . . ........... a o In .1 C4 % -1 % �F 2 1 Closet, � i =10 W5 . , 15 H. PROM EIULLNOSE CMERS 9 ALL C.M.U. WAUn& L GENERAL. CONTRACTOR M COORDINATE CONSTRUCTION STAGING WITH OWNER TO MAXIMIZE CLEANIMESS 7HROL1lGHOUT J. MAINTAIN I -W FIRE RATING IN STAIR 1, STAR 2. AND GARAGES K. SEE 500 & WD SERFS DRAWINM FOR INTERIOR FINISH & DESIGN or CONDOMINIUM UNIT A. B. C & 0 SMILAR Bathroom nifl W9 i I 17' 77-�:�::: I I O 77 A 10 � - I I-- 5 1 1�v -01 aD Storage F-M--21 r4 Plan Notes WRAP COLUMNS W/ 5/8" CYPSUM FOR I HOLIR FIRE RATING 9--7 Y4. Bedroom Den 1 .1 KOM BEAM LIGHT F=JiES AIMED UPWARDS TOWARDS FACADE F351-91 [FoNe r., 1 314 % I 31 PEDESTRIAN LIFT: IT -00 Es-�' 14 O4 1 W FIRE RATED ASSEMBLY 4%! Corridor — J L 301 FK RATED 3p! P= 11'-0' HEIK, MOUNTED 4' MT CONTINUOUS OF RO011il I W1 W1 O BOLT -UP TAPERED MLILAXION (1/4e PER FOOT SLOPE} ROOF PAVERS ON ADIUS1ABUE PEDESTALS Stair Zoset 320 - W11 3 Eil A sto 13 .1 C14 I W�j 5 C14 114 ROOF DRAIN NO OVERFM DRAIN W-Aw. W MTM C-1 CRENELATION; SEE ELEVATION SHEET A300, FOR LOCATIONS 3 e2D1 WAC i L--J 49 0-9 W10 12 VERTICAL LADDER CAM' PLANTED @ NAPOLEON GDOW-M DIRECI VENT GAS FIRE RACE (9 FORYGLAS COLUMN: SHAFT JIM- CAP JVIOB; BASE #27208 . . . ........ -E- ........... . . D 14-0 o o 9-47 r @ Be CMU CURB AT BASE OF VAL SEE DETAIL. 3/A201 SLOPE CONCRETE. Fff STRUCTURAL. ROM 0 0 1 K Kitchen F-322-1 W1 W2 Bedroom Den .3)/4s Bathroom E�K] Stair IS-11 DN 1 1 W all Types 0 D�i 11 >- Pan 3=2 3 L W1 NG1E(1k USE TYPE X GYPSUM WALLBOARD FOR ALL LOCATIONS KLP UK TO THE STRUCTURE ABOVE. TOP TRACK TO ACCOMMODATE DDIEC'TKK M?SM wALMAM To MENID WITHIN I/r % mrrw&. MAL. GYPSUM WALUKARD PX STRUCTURE; (COWLETE WALL TYPE ASSEMBLY TO EXTMD M STRUCTURE rt 6' 5% IIN- k7i • ■ ' a 6 4- 1 FO ge I 1 30_1 W-3 NOV� WALL TYPES NOT SHOW M STRUCTURAL DECK ARE TO WEND 6- (UK) ABOVE HIGHEST CEILING OR BOTMM OF BULKHEAD. PROVIDE BRACING FROM TOP TRACK To STRUCTURE ABOVE AT 48 O.C. MAX. WrE(4k WEND CONCRETE MASONRY WITHIN 1' OF STRUCTURE ABOVE TO ACCOMMODATE FOR DULECTION; SEAL, 9 STRUCTURE Sh Closet 7-1 % .............. %I % I EKE % L Fill wrqi� MMHANM =W-44 & mmm PIPES, M=W= & XcEmom ARE NOT To MUCH STRUCTURE,, DWELLING UNIT SEPEWICIN WALLS ONE HOUR FIRE RATED ASSEMBLY IM HOUR FK RATED ASSEMBLY L Stair C31 W Closet WAC W3 F3710 sile � 1 .1 . ..... T- I W1 2 X 4. WOOD STUDS 0 18" D.C. WITH I um 5/8• cm. M SIDE W9 Dininq I ll he 0 U P C W2 3 51ir 20 GA. METAL sruos 9 W o.t WITH 2 LAYERS 5/r GYP. EXT. SIDE AND SOUND ATTENUAM BLANITM MAINTAIN I HOUR RRE RATING NO MIK STC OF 50 C "K -q U— C I ('7 W3 3 5le 20 Gk METAL STUDS 0 18' D.C. VrH 2 LAYERS 5/8" CM. EACH SIDE me SOUND 20- L 3• 4'- 97,J L ATTENUATION BLANKETS. MAINTAIN 2 W 1021 0 0 Kitchen %V4 Ito F— OW4* FIRE RATING Wt 4 CONCRETE MASONRY UNIT WITH ONE LAYER OF 5/e aP• FURRED ON ONE SIDE, 2 HOUR RATED FIRE WALL ASSME&Y W5 3 5/8.20 rA METAL sm o iir o.r- vrH I LAM 5/9- GYP. EACH WE I -T W2 Dininj E., 1112 cc ;0 — C. W6 3 5/8" 20 Gk METAL STUDS 0 i6' D.C. WITH war—I LAYER 5/5" GYP. EACH SIDE AM SOUND ATTENUArION BLANKETS -------- -- F 10? N ) ... . ......... - — W7 3 5/r 20 cA. METAL sm e ir D.C. wmi son— I LAYER 5/8" GYP. ONE SIDE B — — — mown —� — — V — — — — — — — — r CONCRETE MAi SOIiIRY UNIT WITH — 2 HOUR RATED FIRE WALL ASSMEBLY W9 2 X 4 WOOD STUDS 0 16' O.Q WITH I LAYER 5/8' GYP. ONE SIDE — — ---------- - W10 2 X 4. WOOD MDS 0 15" D.C. WITH 2 LAYER 5/8" GYP. EACH SIDE W11 %*7 WALL CONSRWMN 2 1/2' C-H 25 Gk STUDS 0 240 O.C. W C0�10 G.W.B. ONE SIX J =MM 5 M&RD OW. SEE 1 2 3 4 5 6 7 8 9 Third Floor Plan Units A and B 1/4"= P-0" N W Exxxxxi LLI AEG WZ V ton �„ Q ca Cc W CS CO) 0z U V) e7 F U SM=W21 En&ocn LYNCH, HARRISON, BRUMLEVE S%`Vftk"Awiiliiiiiiii, C5&M 17) V2A mme 4M ftop Dmvktw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for 1,11 performance and completion of the requirements of the Contract. On the basis of the generad scope indicated or described the trade contractors shall furnish oil items required for the proper execution and completion of the work. a.,&** "lle: Third Floor Plan Units A and B bm Date W C0 LLI AEG WZ �J U1 Lu.=:� = �„ Q ca Cc CO) ftop Dmvktw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for 1,11 performance and completion of the requirements of the Contract. On the basis of the generad scope indicated or described the trade contractors shall furnish oil items required for the proper execution and completion of the work. a.,&** "lle: Third Floor Plan Units A and B bm Date Draw By Climicked By 3110/06 AEG RRS F P-L giF AR MONO Dr&Wm Number. A203 Projelict Number 25429 --now r-r CL Cr M 0) Nn CD CD CD _. 1 .1 MIN FUN aH G - 3 A601 0 aE Q Q 3 5Q QQ Q Third Floor Plan - Units C and D 1/411= 1' -0" General Notes A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF C.M.U. DIMENSIONS DEEMED OUESTIONAELE ARE TO BE VERFIED WITH THE AR NW. DO NOT SCALE DIAENSIONS FROM DRAWINGS. B. COORDIMTE WORK OF THIS TRADE WITH OTHER TRAM. C. SEE NULL TYPE LEGEND FOR WALL CONSTRUCTION. 0. ROOM NUMBERS CORRESPOND M BUILDING FLOOR E. CAULK ARCT IRES BETWEEN DEFERENT MATERIALS AS OUTLINED IN PROJECT MANUAL. F. PROVIDE PRECAST OONCRETE OR STEEL LINTELS OVER ALL MASONRY OPENINGS. SEE STRUCTURAL OMWNIGS FOR ADDITION INFITRMATIONN. G. COORDINATE LOCATIONS OF OPENINGS IN WALL CONSTRUCTION WITH MECHIWICAL AND ELECTRICAL CONTRACTOR. H. PROVIDE RIUNOSE CORNERS AT ALL C.M.U. MALLS. L GENERAL 0011 CIOR TO COORDINATE CONSTRUCTION STAGING WITH OWNER TO MAAMIZE CLEANIMESS THIKXXMUT JOEL J. WNINTAN 144 FIRE RATING N STAR 1, STAIR 2, AND GARAGES K SEE 800 E 800 SERFS DRAWINGS FOR INTERKIR FNtSH 0 DESIGN OF CONDOMINIUM UNIT A. B, C ! D SIYMIM Plan Motes O WRAP COLUMNS W/ 5/8' GYPSUM FOR 1 HOUR FINE RATING O NARROW BENT LIGHT MTURES TUMID UPWARDS TOWARDS FACADE O PEDESTRIAN LFT. 4O 1 HR. FIE RATED ASSEMBLY OFFRE RATED 3/4' PLYWOOD 8'-0' HEIGHT, MOUNTED 4' AFT CONTNUUS AT IOPEP METER OF ROOM OB BUILT-UP TAPERED INSULATION (1/4' PER FOOT SLOPE) 0 ROOF PAVERS ON AQIISTABLE PEDESTALS O ROOF DRAM AND OVERFLOW DRAIN 10 36'X38' ROOF WITCH 11 CREHELATION. SEE ELEVATION SHEET A300 SERIES FOR LOCATIONS 1© VERTICAL LADDER W/ CAGE: PAMTED 13 NAPOLEON G080NT -M DFRECT VENT GAS IN PLACE 14 FORYGIAS COLUMN: SHAFT J18M CAP #27108; BASE /27208 15 8' CMU CURB AT BASE OF WALL. SEE DETAL 3/A201 18 SLOPE CONNCRETE. REF STRUCTURAL DRAWINGS Wall Types NMIE USE TYPE X GYPSUM WALLBOARD FOR ALL LOCATIONS NOTE(2k REFERENCE REFLECTED CEILING PLAN FOR EXTENSION OF WALL TYPES TO THE STRUCTURE ABOVE. TOP TRAP( M ACCOUlOOATE DEFIFCTKX GYPSUM WALLBOARD TO EXTEND WITHIN 1/2' OF STRUCTURE; SEAL GYPSUM WALLBOARD AT STRUCTURE; (COMPLETE WALL TYPE ASSEMBLY M EXTEND TO STRUCTURE) NOTE(3} WALL TYPES NOT SHOWN TO STRUCTURAL DECK ARE TO EXTEND 6' (MN.) ABOVE HIGHEST CEILING OR BOTTOM OF BUl10FAD. PROVIDE BRACING FROM TOP TRACK TO STRUCTURE ABOVE AT 48' O.C. (MAX.) NOTE(4} EXTEND CONCRETE MASONRY WITHIN 1. OF STRUCTURE ABOVE M ACCOMMODATE FOR DUIECTION; SEAL AT STRUCTURE NOTE(5k iECHANICJrL, ELECTRICAL, t PUUIBING PM DUCTWORK 0 ACCESOM3 ARE NOT TO TOUCH STRUCTURE, DWELLING UNIT SEPERATION NULLS ONE HOUR FIRE RATED ASSEMBLY - TWO HOUR FIRE RATED ASSEMBLY W1 2 X 4. WOOD STUDS 0 18' O.C. WITH �- I LAYER 5/8' GYP. EACH SIDE W2 3 5/8' 20 GA. METAL STUDS 0 18' O.C. WITH 2 LAYERS 5/8' GYP. W. SIDE AND SOUND ATTENUATION BLANKM MANTAN I HOUR RRE RATING AND MIL STC OF 50 LL + r W3 3 5/8' 20 GA. METAL STUDS 0 16' O.C. WITH 2 LAYERS 5/e' GYP. EACH SIDE AM SOUND ATTENNUAT ON BLANKETS. MAINTAIN 2 HR. FIRE RATING W4 8' CONCRETE MASONRY UNIT WITH ONE �- LAYER OF 3/8' GYP. FURRED ON OBE SIDE; 2 HOUR RATED FIRE WALL ASSEMBLY W5 3 5/8' 20 GA. METAL STUDS 0 18' O.C. WITH 1 LAYER 5/8' GYP. EACH SIDE F7 W6 3 5/8' 20 GA. METAL STUDS 0 IV O.C. WITH _- 1 LAYER 5/8' GYP. EACH SIDE AND SOUND ATTENUATION BLANKETS M24 W7 3 518' 20 GA. METAL STUDS 0 18' O.C. WITH vEr- I LAYER 5/8' GYP. ONE SIDE W8 8' coNamm MAsm UNIT WITH 2 HOUR RATED FIE WALL ASSEMBLY W9 2 X 4 WOOD STUDS 0 18' O.C. WITH 1 DYER 5/8' GYP. ONE SIDE W10 2 X 4. WOOD STUDS 0 18' O.C. WITH 2 LAYER 5/e' GYP. EACH SIDE W11 SHAFT WALL CONSTRUCTION !- 2 1/2' C -H 25 GA, STUDS O 254 O.C. W� 1 LAYERS 5/8' G.W.B. ONE SIDE & 1 GYPSUMS CORE BOARD OPP. SIDE N N 11-- H W Z x Q W W � � m a� C8 x X z IA w � U 1� �� F U S=Ctug En&=s LYNCH, HARRISON, BRUMLEVE ISoM Vk*k Avefiw 17) 76&2071od1�oa46703 COS SaopO Drs** : These drawings indicate the general scope of the project m terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required tar full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the Crude contractors sholl furnish oll items required for the proper execution and complelion of the work. or.wr4 mu Third Floor Plan Units C and D Rowleb w Ism Date Draw By Chedud By 3/10/06 AEG RRS Dr&WM Number. A204 25429 Ll 11-- W Z Q Z Q W W � � m V Q V 0 SaopO Drs** : These drawings indicate the general scope of the project m terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required tar full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the Crude contractors sholl furnish oll items required for the proper execution and complelion of the work. or.wr4 mu Third Floor Plan Units C and D Rowleb w Ism Date Draw By Chedud By 3/10/06 AEG RRS Dr&WM Number. A204 25429 Ll "D r-r a Cr 0)) Tn P-« CD 1 co CD CD 0 U aD 1 A304 n............ 1 A411 1 Fourth Floor Plan - units A and B 05 1/4 " =1' -0 N General Notes ca A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF CCO (5 C.M.U. DIMENSIONS DEEMED QUESTIONABLE ARE TO BE �rTT� VERIFIED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS CSh FROM DRAWINGS. W M B. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. Cr C. SEE WALL TYPE LEZNO FOR WALL CONSTRUCTION, U D. ROOM NUMBERS CORRESPOND TO BMW FLOOR V E. CAUIX J11NCT11RES BETWEEN DIFFERENT MATERIALS AS O OUTLINED IN PROtIECT MANUAL V) U F. PROVIDE PRECAST CONCRETE OR STEEL LNTEIS OVER ALL FIRE RATING MASONRY OPENINGS SEE STRUCTURAL DRAWNNGS - -- ---- -- — FOR ADDITION NIFONAT10N. G COORDINATE LOCATIONS OF OPENINGS N WALL CONSTRUCTION — WRH MECHANICAL AND ELECTRICAL CONTRACTOR K PROVIDE BULLNOSE CORNERS AT ALL Cxu. WALLS. L GENERAL CONTRACTOR TO COORDINATE CONSTRUCTON 1 STAGING WITH OWNER TO MAXI/ZE CLEANLINESS THRiO PIOUT A3�2 JOB. J. MAINTAIN 1- FIR. FIRE RATING N STAIR 1. STAIR 2. AND GARAGES K. SEE 500 & 800 SERIES DRAWINGS FOR INTERIOR FINISH A DESICNI OF CONDOMINIUM UNIT A. % C A D SAM N Plan Notes ca O WRAP COLUMMS W/ 518' GYPSUM MR I HOUR "M RATING CCO (5 O2 NARROW BEAM MIT MUM ANTED UPWARDS TOWARDS FACADE �rTT� 0 PEDESTRIAN LET. CSh O 1 HR "M BATED ASSEMBLY W M OS FRE RATED 3/4' PLYWOOD d'-0• FE M. MOUNTED 4' AFF CONTINJOUS AAT PUME ER OF ROOM Cr © BUILT -UP TAPERED MS OTO (1/4' PER FOOT SLOPE) U 0 ROOF PAYERS ON ADJUSTABLE PEDESTALS V ROOF DRAM AND OVERFLOW DRAM O 10 38 X35' ROOF HATCH V) U 11 CRENElATIONC SEE ELEVATION SHEET An SERIES FOR LOCATIONS FIRE RATING VERTrAL tADCER W/ CAGE: PAINTED - -- ---- -- — 13 NAPOLEON 010NT -M DIRECT VENT GALS FIRE PLACE 14 FORMI AS COLUMN: SHAFT j182o5; CAP /27108; BASE 027208 1S e• CMU CURB AT BASE OF WALL. SEE DETAIL 3/A2o1 18 SLMfCOI M REF STRUCTURAL DRAWINGS Wall Types 1 NOTE(1} 115E TYPE X GYPSUM WKLBOARD FOR ALL LOCATIONS NOTE(2y REFERENCE RMECTED MM PLAN FOR EXTENSION OF WALL TYPES M THE STRUCTURE ABOVE. TOP TRACK TO ACCOMMODATE DEFLECTION. A3�2 GYPSUM WALLBOARD TO EXTEND WITNMN 1/2' OF STRUCTURE; SEAL GYPSUM WNIBLYARO AT STRUCTURE; (COMPLETE WALL TYPE ASSEMBLY TO EXTEND TO STRUCTURE) 93r (AIM) TIM NOT SHOWN ABOVE NK LEST C0.I�+c STKCTURAL OR BOTTOM OAF BULULXHEAD�PROM BBRA�CING FROM TOP TRApX TO STRUCTURE ABOVE Al 48' O.C. (MAX.) NDM4r EXTEND CONCRETE MASONRY WITHIN 1' OF STRI1CT M ABOVE TO ACCOMMODATE FOR DEFLECTION; SEAL AT STRUCTURE NOTE(5Y MECwNNCAL» ELECTRICAL A PLUMIM PIPES. DUCMRK A ACCESSORIES N W ca Uj 1= CCO (5 COD Z �rTT� aw CSh — - W M � Cr �� U 19 V C4 F O C V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 660 Mrpinie Avenue Indaniepdia, Indiana 46203 (317) 706 -2075 ARE NOT rQ LOUGH SrRR11111JIRE. DWELLING UN1r OL11"L ATKM WALLS ONE HOUR FIRE RATED ASSEMBLY TWO HOUR fitE RATED ASSEMBLY These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type W1 2 X 4. Waco STUD. 0 15' D.C. wrrH of structural, mechanical and electrical systems. :- 1 LAYER .� /� �i iP. EACH 5�E The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described. the trade contractors shall furnish all items required for the proper execution and completion of the work. VV2 3 5/8' 20 G& METAL STUDS 0 15' OX. WITH — W ca Uj 1= CCO (5 COD Z — aw W10 2 X 4. WOOD STUDS 0 15. O.C. WITH — - W M ED Cr W3 3 5/8' 20 GA. METAL SIDS 0 16' O.C. WITH a V o C ARE NOT rQ LOUGH SrRR11111JIRE. DWELLING UN1r OL11"L ATKM WALLS ONE HOUR FIRE RATED ASSEMBLY TWO HOUR fitE RATED ASSEMBLY These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type W1 2 X 4. Waco STUD. 0 15' D.C. wrrH of structural, mechanical and electrical systems. :- 1 LAYER .� /� �i iP. EACH 5�E The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described. the trade contractors shall furnish all items required for the proper execution and completion of the work. VV2 3 5/8' 20 G& METAL STUDS 0 15' OX. WITH — _— Z LAYERS 5/8' GYP. EXT. SIDE AND SOUND ChOCknd �, W5 3 5/8' 20 GAL METAL STUDS 0 15' O.C. WITH ATTEN ATION BLANKETS. MAINTAIN 1 HOUR r 1 LAYER 5/8' GYP. EACH SIDE r 1 LAYER 5/8' GYP. ONE SIDE FIRE RATING AND MN. STC OF 50 W10 2 X 4. WOOD STUDS 0 15. O.C. WITH — - UL j ATTDUTKIN BLANKETS W7 3 IL Is* 20 � METAL STVOS 0 15' o C MAITH W11 SHAFT WALL CONSTRUCTION — 2 41 C 45 GA. STU • W3 3 5/8' 20 GA. METAL SIDS 0 16' O.C. WITH _— 2 LAYERS 5/8' GYP. EACH SIDE AND SOUND ATTENUATION BIANI(ErS. MANTAN 2 HR FIRE RATING 8' CONCRETE MASONRY UNIT WITH ONE SIEMENS 1111 ren w1 r. SIDE; 2 FLOUR RATED FIRE WALL AASSMEBLY oFaWFF er C ChOCknd �, W5 3 5/8' 20 GAL METAL STUDS 0 15' O.C. WITH Wg 2 X 4 WOOD STUDS 0 18. O.C. WITH r 1 LAYER 5/8' GYP. EACH SIDE r 1 LAYER 5/8' GYP. ONE SIDE W6 3 5/8' 20 GA. METAL STUDS 0 15' O.C. WITH W10 2 X 4. WOOD STUDS 0 15. O.C. WITH ate— 1 LAYER 5/B' GYP. EACH SIDE AND SO1ND �— 2 LAYER BIT GYP. EACH SIDE ATTDUTKIN BLANKETS W7 3 IL Is* 20 � METAL STVOS 0 15' o C MAITH W11 SHAFT WALL CONSTRUCTION — 2 41 C 45 GA. STU • — i LAYER 5/8' W. ONE SIDE W8 8' CONCRETE MASONRY UNIT WITH r 2 HOUR RATED FIRE WALL ASSMMBLY a,u. c.a o oFaWFF er C ChOCknd �, 3110106 A Wg 2 X 4 WOOD STUDS 0 18. O.C. WITH RRS r 1 LAYER 5/8' GYP. ONE SIDE W10 2 X 4. WOOD STUDS 0 15. O.C. WITH �— 2 LAYER BIT GYP. EACH SIDE W11 SHAFT WALL CONSTRUCTION — 2 41 C 45 GA. STU • a,u. c.a o oFaWFF er C ChOCknd �, 3110106 A AEG R RRS 5 25429 CD CL M a) 1A r-., CD M CD CD :D ( Q 15 A411 EW DF o- 1 Fourth Floor Plan - Units C and D co 1/4 "= 1 ' -0" General Notes A ALL DIMENSIONS ARE FROM FACE CF STIR, OR FACE W GALLL DIMENSIONS DEFIED GUESTIONA&E ARE M BE VERFIED WATH THE ARCHITECT. DO NOT SCALE DIMENSIONS FROM W$XINGS. B. COORDINATE WORK of THIS TRADE WATT OTTER Rem O. SEE WALL TYPE LEGEND, FOR WALL CONSTRUCTION. O. ROOM NUMBERS CORRESPOND TO BUIDINC FLOOR E. CAULK JUNCTURES BETWIEEN DIFFERENT MATERIALS AS OUTLINED IN PROW MANUAL. F. PROVIDE PIUAST CONCRETE OR STEEL LINTELS OVER ALL MASONRY OPENNGS. SEE STRUCTURAL DRAWINGS FOR ADDITION INFORMATION. G. COORDINATE LOC rKM OF OPENINGS IN WALL CONSTRUCTM WITH MECHANICAL AND ELECTRICAL CONTRACTOR. H. PROVIDE BU LNOSE CORNERS AT ALL C.M.U. WALLS. I. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION STAGING VTH OWN3t TO MAXIMIZE CLEANLINESS THROUGHW JOB. J- WAIN 144 FIRE RATING IN STAR 1. STAR 2. AND GARAGES K. SEE 800 a 800 SERFS ORAWRRCS FOR INTERIOR FXHTSH Nt DESIGN Of CONDOMINIUM UNIT A B, C Nt D SAAR Plan Dotes U M%V% M UUN Uaff MWES ANTED UPWARDS TOWARDS FACADE O PEDESTRIAN LIFT: O 1 NR. FIRE RATED ASSEMBLY O FIRE RATED 3/4' PLYW000 8'- HN7GHT. MOUNTED 4' AFF CONTINUOUS MATT PERIMETER Of ROOY OS BOLT -UP 1APElRED NRSUATION (1/4' PER FOOT SLOPE) O8 ROOF PAVES ON ADJUSTABLE PEDESTALS O ROOF DRAIN AND OVERFLOW DRAIN 10 38'938' ROOF HATCH 11 CRENNIATXXR; SEE ELEVATION SHEET An SERFS FOR LOCATIONS 13 NAPOLEON M WLT -M DIRECT VENT GALS FIRE PLACE 14 FORYCLAS COLUMN: SHAFT 11820$ CAP /27108; BASE {27208 15 8' CMU CURB AT BASE OF WALL SEE DETAIL 3/A201 18 SLOPE CONCRETE. REF STRUCTURAL DRAWINGS Wall Types N a� BY c H ATTENNUATION BLANKETS. MWYTAIN 1 HOUR AEG R — 1 LAYER 5/8' GYP. EACH SIDE FIRE RATING AND MIN. STY: OF 50 W6 3 518' 20 GA. METAL STUDS 0 16' D.C. WITH x UL / W7 3 5 /8' 20 GA. METAL STUDS O 18' O C. mm W >�- 2 1/2' C -H 25 GA. STUDS 0 24' O.0 — 2 LAYERS 5/8' GYP. EACH SIDE AID SOUND a� CSW z I� w � U 9 F V) U SttuCturAl Ea&ccrB LYNCH, HARRISON, BRUMLEVE ., � p177 76&2673 NOTE(I} USE TYPE X GYPSUM WALLBOARD FOR ALL LOCATIONS W NOTE(2k KFERENCE RETT.ECTFD CEILM PLAN FOR EXTENSION OF WALL TYPES a TO THE STRUCTURE ABOVE. TOP TRACK TO ACCOMMODATE DDIECTKX1 1 GYPSUM WALLBOARD TO WED WITHIN 112' OF STRUCTURE; SEAL gn � V GYPSUM WALLBOARD AT STRUCTURE. (COMPLETE WALL TYPE ASSEMBLY TO EXTEND TO STRUCTURE) NOTE(3}. WALL TYPES NOT SHOW TO STRUCTURAL DECK ARE TO EXTEND 6' / ♦ O ( MIN.) ABOVE HIGHEST CUM OR BOTTOM OF BULKHEAD. PROVIDE V BRACING FROM TOP TRAP( TO STRUCTURE ABOVE AT 48' O.C. (MAX.) CV) NOTE(4} EXTEND CONCRETE MASONRY WITHIN 1' OF STRUCTURE ABOVE TO ACCOMIMOONTE FOR DGIECTION; SEAL AT STRUCTURE NOTE(5} MECHANICAL, ELECTRICY, t PLMW PIPES, DUCTWORK E ACCESSORIES ARE NOT TO TOUCH STRUCTURE, DWELLING UNIT SEPERATION WALLS ONE HOUR FIRE RATED ASSEM Y So"o Df01NtQv — TWO HOUR FIRE RATED ASSEMBLY These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type W1 2 X 4. WOW STUDS 0 18' O.C. WITH of structural, mechanical and electrical systems 111111110- 1 LAYER 5/8' GAP. EACH SIDE The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. W2 3 5/8' 20 GA. METAL STUDS 0 18' O.C. WITH =wwww 2 LAYERS 5/8' GYP. EXT. SIDE AND SOUND a� BY c cnOdLOd By ATTENNUATION BLANKETS. MWYTAIN 1 HOUR AEG R — 1 LAYER 5/8' GYP. EACH SIDE FIRE RATING AND MIN. STY: OF 50 W6 3 518' 20 GA. METAL STUDS 0 16' D.C. WITH UL / W7 3 5 /8' 20 GA. METAL STUDS O 18' O C. mm W3 3 5/8' 20 GA. METAL STUDS 0 18' O.C. WITH >�- 2 1/2' C -H 25 GA. STUDS 0 24' O.0 — 2 LAYERS 5/8' GYP. EACH SIDE AID SOUND ATTENATM BLANKETS. MAINTAIN 2 IR. FIRE RATING W4 8' CONCRETE MASONRY UNIT WITH ONE SIDE; 2 HOUR RATED FIB: WALL ASSEMBLY a� BY c cnOdLOd By W5 3 3/6' 20 GA. METAL STUDS 0 16' O.C. WRH AEG R — 1 LAYER 5/8' GYP. EACH SIDE W6 3 518' 20 GA. METAL STUDS 0 16' D.C. WITH _— 1 LATER 5/8' GYP. EACH SIDE AND SOUND ATTEN LIATION BLANKETS W7 3 5 /8' 20 GA. METAL STUDS O 18' O C. mm _— 1 LAYER 5 /8' M. ONE SIDE Wg 6' CONCRETE MASONRY UNIT WITH 2 HOUR RATED FIRE WALL ASWXY �+. Date a a� BY c cnOdLOd By Wg 2 X 4 WOOD STUDS 0 16' O.C. WTH AEG R �— 1 LAYER 5/8' GYP. ONE SIDE W10 2 X 4. WOOD STUDS 0 18' O.C. WITH — 2 LAYER 5/8' GYP. EACH SIDE W11 SHAFT WALL CONSTRUCTION >�- 2 1/2' C -H 25 GA. STUDS 0 24' O.0 �+. Date a a� BY c cnOdLOd By 3/101Q6 A AEG R RRS _ 1 GYPSUt►1 CORE BOARD DPP. SIDE praTWtnp lau>tbOr. A206 Pro),Ra Number: 25429 4 Q QQ g Q6 7 r-« a CT M r* CD CD CD :3. 00 N I- W H cc pC a N ? w Q W JD �� W J P. Q �cc m V Q CS0z C9 w V A ig V) °g$4 r- e7 F 10 v ) V sEn&«m LYNCH, HARRISON, BRUMLEVE ssov�.sm.. p 1lodiw+poa.. lodtoa 46Q W " Drnwlnge: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structwal, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completon of the work. Drs*q Me: Roof Plan Rsti4Jon� Issue Data I- W Chocked By cc pC a N ? w Q W JD �� W J P. Q �cc m V Q V C9 " Drnwlnge: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structwal, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completon of the work. Drs*q Me: Roof Plan Rsti4Jon� Issue Data Drawn By Chocked By 3/10/06 Sam RRS Corned Br. %L SCy��q c AR 09 163 mill M qRC Drawing Nundw. A207 ROW NUR*W. 25429 s i"�, CL Cr 0) rn M CD CID 4 1 2 3 4O 5 6 7 8 9 I I I I ! I I I I I I { I I i ; 1 * +11' -4' 1 HR RATED CEILING { I ( t I f 3 I r I I ; ; Stair S -2 I I I I I I i I * +12' -4• i 9 -0" +22' tT I VARI I f O VARI ' 4+ 1' -4' 1 HR RATED t * +6' -O" CEILING i I I I I I I ! I F20-5-1 °',;''" I O +' Unfinshed es om Tenant S ace r I Corrik or 8, I str om 0 I I Elevator t 3{ i t I 2' -1�' tair t �I4 — o +12' -4• I + ' -0 I � r VARI +22 j * +11' -4' I 1 HR RATED VARI CEILING t * +6' -O' I I I I I I I I I I ° ° I I I I I I I I I I 1 r! I ! I I f i s ; ; I I ( I I I I { I i { 1 2 Q)o 5 9 1 2 TT TT TT I I I I I 0 0 0 0 ' -r L 71 L L -10• 7' -102 7' -10 2 I ! I I I I I I 1 2 00 Too 8 9 kA� Second Floor Reflected Ceiling Plan 1 First Floor Reflected Ceiling�r Plan 1/811= 1 -0 212 1 /s ^ =1' -on b 9 I 2HR CEILING 2 LAYERS OF TYPE T GYPSUM BOARD Ref ected Ceiling General Notes A. LIUM15 ANU UIFFU5ER5 ARE FOR LOCATION ONLY. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR EXACT SPECIFICATIONS AND VERIFICATION OF QUANTITY. B. COORDINATE THE WORK OF EACH TRADE WITH THE WORK OF ALL OTHER TRADES. C. COORDINATE THE LOCATIONS OF OPENINGS IN WALLS TO DECK AND IN WALLS THAT EXTEND ABOVE CEILING WITH MECHANICAL AND ELECTRICAL WORK. D. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. E. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR FACE OF STUD TO COLUMN CENTERLINE F. PROVIDE WOOD BLOCKING WALL SUPPORT FOR ALL SURFACE MOUNTED ITEMS. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT. G. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS. H. CEILING TILES SHOWN AS FULL GRIDS ARE TO BE PRECISE TO RECEIVE LIGHT FIXTURES AND NOT TO LEAVE GAPS BETWEEN PANELS AND GRIDS. I. PAINT ALL EXPOSED GYPSUM BOARD SUFACES. J. ALL RECESSED CANNED LIGHTING ARE TO BE PLACED IN THE CENTER OF THE ACOUSTICAL TILE UNLESS OTHERWISE NOTED. K. CENTER CEILING GRID IN ROOM UNLESS OTHERWISE NOTED. L ALL VISIBLE EXPOSED CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONCRETE STRUCTURE, STEEL STRUCTURE, CEILING HANGERS AND SUPPORTS. MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEM COMPONENTS SHALL BE PAINTED OUT IN A SINGLE COLOR AS SELECTED BY THE ARCHITECT EXCEPT WHERE A SPECIFIC COLOR IS REQUIRED BY AUTHORIES HAVING JURISDICTION OR BY THE PROJECT MANUAL ITEMS THAT ARE TO BE PAINTED AS PART OR OTHER WORK DEFINED BY THE PROJECT MANUAL SHALL BE PAINTED AS INDICATED THEREIN. M. ALL EXPOSED STEEL IN EXPOSED STRUCTURE CEILING (EXCEPT MP ROOM) ARE TO BE FIRE PROOFED IN ACCORDANCE WITH U.L RATINGS. N. INSTALL GYPSUM WALL BOARD CONTROL JOINTS IN ACCORDANCE WITH THE GYPSUM BOARD HANDBOOK AND IN SPECIFICATION 09260. Reflected Ceiling Plan Legend WALL TO DECK ® CROWN MOLDING 2x2 LAY -IN ACOUSTICAL CEILING GRID CEILING HEIGHT AT A SPECIFIC LOCATION. 2x2 FLUORESCENT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE pWALL SCONCE; REFER TO ELECT DWGS FOR TYPE FLUSH MOUNT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE PENDANT FIXTURE; REFER TO ELECT DWGS FOR TYPE ® EXIT LIGHT; REFER TO ELECT DWGS FOR TYPE O RECESSED CAN LIGHT, REFER TO ELECT DWGS FOR TYPE E) DIRECTION LIGHT, REFER TO ELECT DWGS FOR TYPE 0*c NARROW APERTURE CAN LIGHT CEILING FAN W/ LIGHT n MOTORIZED EXHAUST FAN /LIGHT ==;L VANITY LIGHT OVER MIRROR 4' FLOURESCENT TUBE LIGHT ® SUPPLY AIR DIFFUSER; REFER TO MECH DWGS FOR TYPE z RETURN AIR GRILL; REFER TO MECH DWGS FOR TYPE o ANODIZED ALUM LINEAR SLOT DIFFUSER; REFER TO MECH DWGS FOR TYPE ® ACCESS HATCH; REFER TO MEP DWGS FOR COORDINATION SECURITY CAMERA ROUGH -IN LOCATION. REFER TO ELECTRICAL DRAWINGS.. ® RECESSED RADIANT PANEL SEE DETAIL XX /AXXX ® 12• X 120 ACCESS PANEL E;/z IND ICATES OVERLAP OF CONDO UNITS BETWEEN FLOORS. PROVIDE 1 HOUR SEPARATION AND STC 50 ACOUSTICAL SEPARATION ABOVE THIRD FLOOR CEILING. SEE TYPICAL DETAIL 3/A212 ALL CEILINGS TO BE 5/8" TYPE Y GYPSUM WALL BOARD SUSPENDED CEILINGS OR BULKHEADS ON METAL STUD FRAMING UNLESS NOTED EXPOSED OR 2X2 LAY -IN ACOUSTICAL CEILING GRID. N H W ca 11= AEG IEEEE CO 2P. Q — d:! w aw x a � �EE x C8 a� z w all U O V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 660 Virginia Aver" Indanapolie, Indiana 46203 (317) 706 -2075 These drawings indicate the general pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated of described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w.ro, nft First and Second Floor Reflected Ceiling Plans RarWon� law Date H W ca 11= AEG IEEEE CO 2P. Q — d:! w aw a L� c Q These drawings indicate the general pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated of described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w.ro, nft First and Second Floor Reflected Ceiling Plans RarWon� law Date Drawn By Checked By 03/10/06 AEG RRS c.OW ear. �P 9� Qe AR 09 163 at 7� RC G Draft Mmdw. A211 25429 s--F a Cr I< M rn CD CD co W rn EQ. A EQ. A EQ. A EQ. B EQ. B EQ. B 5 Lighting Grid 12 1/8 " =1' -0" 3/4 "x1 -1/2" AWI J 1023 4 Type Crown Mold Detail 212 1- 1/2 " =P -0" v ONE FIRE RATED FOURTH FLOOR ASSEMBLY 1 2 3 T I 5 6 7 8 9 1 2 3 4 5 6 7 8 9 I I I i I I I I I I I I I I I I I I 0G) 9 1 2 00 00 0G) 9 k!�d Ceiling Detail 2 r�� 2 Fourth Floor Reflected Ceiling Plan V71-1 Third Floor Reflected Ceiling Plan 1/2 = V-0" 1/8 1 0 212 1/8 "= P -0" Refected Ceiling General Notes A. LIGHTS AND DIFFUSERS ARE FOR LOCATION ONLY. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR EXACT SPECIFICATIONS AND VERIFICATION OF QUANTITY. B. COORDINATE THE WORK OF EACH TRADE WITH THE WORK OF ALL OTHER TRADES. C. COORDINATE THE LOCATIONS OF OPENINGS IN WALLS TO DECK AND IN WALLS THAT EXTEND ABOVE CEILING WITH MECHANICAL AND ELECTRICAL WORK. D. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. E. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR FACE OF STUD TO COLUMN CENTERUNE. F. PROVIDE WOOD BLOCKING WALL SUPPORT FOR ALL SURFACE MOUNTED ITEMS. ALL WOOD BLACKING SHALL BE FIRE RETARDANT. G. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS. H. CEILING TILES SHOWN AS FULL GRIDS ARE TO BE PRECISE TO RECEIVE LIGHT FIXTURES AND NOT TO LEAVE GAPS BETWEEN PANELS AND GRIDS. I. PAINT ALL EXPOSED GYPSUM BOARD SUFACES. J. ALL RECESSED CANNED LIGHTING ARE TO BE PLACED IN THE CENTER OF THE ACOUSTICAL TILE UNLESS OTHERWISE NOTED. K. CENTER CEILING GRID IN ROOM UNLESS OTHERWISE NOTED. L ALL VISIBLE EXPOSED CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONCRETE STRUCTURE, STEEL STRUCTURE, CEILING HANGERS AND SUPPORTS. MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEM COMPONENTS SHALL BE PAINTED OUT IN A SINGLE COLOR AS SELECTED BY THE ARCHITECT EXCEPT WHERE A SPECIFIC COLOR IS REQUIRED BY AUTHORIES HAVING JURISDICTION OR BY THE PROJECT MANUAL ITEMS THAT ARE TO BE PAINTED AS PART OR OTHER WORK DEFINED BY THE PROJECT MANUAL SHALL BE PAINTED AS INDICATED THEREIN. M. ALL EXPOSED STEEL IN EXPOSED STRUCTURE CEILING (EXCEPT MP ROOM) ARE TO BE FIRE PROOFED IN ACCORDANCE WITH U.L RATINGS. N. INSTALL GYPSUM WALL BOARD CONTROL JOINTS IN ACCORDANCE WITH THE GYPSUM BOARD HANDBOOK AND IN SPECIFICATION 09260. Reflected Ceiling Plan Legend ■� s� WALL TO DECK ® CROWN MOLDING 2x2 LAY -IN ACOUSTICAL CEILING GRID CEILING HEIGHT AT A SPECIFIC LOCATION. 2x2 FLUORESCENT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE Y WALL SCONCE; REFER TO ELECT DWGS FOR TYPE FLUSH MOUNT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE -P PENDANT FIXTURE; REFER TO ELECT DWGS FOR TYPE (S) EXIT LIGHT; REFER TO ELECT DWGS FOR TYPE O RECESSED CAN LIGHT, REFER TO ELECT DWGS FOR TYPE E) DIRECTION LIGHT, REFER TO ELECT DWGS FOR TYPE Owe NARROW APERTURE CAN LIGHT WCEILING FAN W/ LIGHT MOTORIZED EXHAUST FAN /LIGHT VANITY LIGHT OVER MIRROR 4' FLOURESCENT TUBE LIGHT ® SUPPLY AIR DIFFUSER; REFER TO MECH DWGS FOR TYPE z RETURN AIR GRILL; REFER TO MECH DWGS FOR TYPE o ANODIZED ALUM LINEAR SLOT DIFFUSER; REFER TO MECH DWGS FOR TYPE ACCESS HATCH; REFER TO MEP DWGS FOR COORDINATION SECURITY CAMERA ROUGH -IN LOCATION. REFER TO ELECTRICAL DRAWINGS. ® RECESSED RADIANT PANEL SEE DETAIL XX /AXXX ® 120 X 120 ACCESS PANEL INDICATES OVERLAP OF CONDO UNITS BETWEEN FLOORS. PROVIDE 1 HOUR SEPARATION AND STC 50 ACOUSTICAL SEPARATION ABOVE THIRD FLOOR CEILING. SEE TYPICAL DETAIL 3/A212 ALL CEILINGS TO BE 5/8" TYPE "X" GYPSUM WALL BOARD SUSPENDED CEILINGS OR BULKHEADS ON METAL STUD FRAMING UNLESS NOTED EXPOSED OR 2X2 LAY -IN ACOUSTICAL CEILING GRID. N F_ w EQ. A EQ. A EQ. A EQ. A EQ. A EQ, A EQ. A EQ. A �N � Q 1 x s w EQ. B EQ. B EQ. A EQ. A EQ. A EQ. B EQ. B EQ. B 5 Lighting Grid 12 1/8 " =1' -0" 3/4 "x1 -1/2" AWI J 1023 4 Type Crown Mold Detail 212 1- 1/2 " =P -0" v ONE FIRE RATED FOURTH FLOOR ASSEMBLY 1 2 3 T I 5 6 7 8 9 1 2 3 4 5 6 7 8 9 I I I i I I I I I I I I I I I I I I 0G) 9 1 2 00 00 0G) 9 k!�d Ceiling Detail 2 r�� 2 Fourth Floor Reflected Ceiling Plan V71-1 Third Floor Reflected Ceiling Plan 1/2 = V-0" 1/8 1 0 212 1/8 "= P -0" Refected Ceiling General Notes A. LIGHTS AND DIFFUSERS ARE FOR LOCATION ONLY. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR EXACT SPECIFICATIONS AND VERIFICATION OF QUANTITY. B. COORDINATE THE WORK OF EACH TRADE WITH THE WORK OF ALL OTHER TRADES. C. COORDINATE THE LOCATIONS OF OPENINGS IN WALLS TO DECK AND IN WALLS THAT EXTEND ABOVE CEILING WITH MECHANICAL AND ELECTRICAL WORK. D. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. E. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR FACE OF STUD TO COLUMN CENTERUNE. F. PROVIDE WOOD BLOCKING WALL SUPPORT FOR ALL SURFACE MOUNTED ITEMS. ALL WOOD BLACKING SHALL BE FIRE RETARDANT. G. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS. H. CEILING TILES SHOWN AS FULL GRIDS ARE TO BE PRECISE TO RECEIVE LIGHT FIXTURES AND NOT TO LEAVE GAPS BETWEEN PANELS AND GRIDS. I. PAINT ALL EXPOSED GYPSUM BOARD SUFACES. J. ALL RECESSED CANNED LIGHTING ARE TO BE PLACED IN THE CENTER OF THE ACOUSTICAL TILE UNLESS OTHERWISE NOTED. K. CENTER CEILING GRID IN ROOM UNLESS OTHERWISE NOTED. L ALL VISIBLE EXPOSED CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONCRETE STRUCTURE, STEEL STRUCTURE, CEILING HANGERS AND SUPPORTS. MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEM COMPONENTS SHALL BE PAINTED OUT IN A SINGLE COLOR AS SELECTED BY THE ARCHITECT EXCEPT WHERE A SPECIFIC COLOR IS REQUIRED BY AUTHORIES HAVING JURISDICTION OR BY THE PROJECT MANUAL ITEMS THAT ARE TO BE PAINTED AS PART OR OTHER WORK DEFINED BY THE PROJECT MANUAL SHALL BE PAINTED AS INDICATED THEREIN. M. ALL EXPOSED STEEL IN EXPOSED STRUCTURE CEILING (EXCEPT MP ROOM) ARE TO BE FIRE PROOFED IN ACCORDANCE WITH U.L RATINGS. N. INSTALL GYPSUM WALL BOARD CONTROL JOINTS IN ACCORDANCE WITH THE GYPSUM BOARD HANDBOOK AND IN SPECIFICATION 09260. Reflected Ceiling Plan Legend ■� s� WALL TO DECK ® CROWN MOLDING 2x2 LAY -IN ACOUSTICAL CEILING GRID CEILING HEIGHT AT A SPECIFIC LOCATION. 2x2 FLUORESCENT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE Y WALL SCONCE; REFER TO ELECT DWGS FOR TYPE FLUSH MOUNT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE -P PENDANT FIXTURE; REFER TO ELECT DWGS FOR TYPE (S) EXIT LIGHT; REFER TO ELECT DWGS FOR TYPE O RECESSED CAN LIGHT, REFER TO ELECT DWGS FOR TYPE E) DIRECTION LIGHT, REFER TO ELECT DWGS FOR TYPE Owe NARROW APERTURE CAN LIGHT WCEILING FAN W/ LIGHT MOTORIZED EXHAUST FAN /LIGHT VANITY LIGHT OVER MIRROR 4' FLOURESCENT TUBE LIGHT ® SUPPLY AIR DIFFUSER; REFER TO MECH DWGS FOR TYPE z RETURN AIR GRILL; REFER TO MECH DWGS FOR TYPE o ANODIZED ALUM LINEAR SLOT DIFFUSER; REFER TO MECH DWGS FOR TYPE ACCESS HATCH; REFER TO MEP DWGS FOR COORDINATION SECURITY CAMERA ROUGH -IN LOCATION. REFER TO ELECTRICAL DRAWINGS. ® RECESSED RADIANT PANEL SEE DETAIL XX /AXXX ® 120 X 120 ACCESS PANEL INDICATES OVERLAP OF CONDO UNITS BETWEEN FLOORS. PROVIDE 1 HOUR SEPARATION AND STC 50 ACOUSTICAL SEPARATION ABOVE THIRD FLOOR CEILING. SEE TYPICAL DETAIL 3/A212 ALL CEILINGS TO BE 5/8" TYPE "X" GYPSUM WALL BOARD SUSPENDED CEILINGS OR BULKHEADS ON METAL STUD FRAMING UNLESS NOTED EXPOSED OR 2X2 LAY -IN ACOUSTICAL CEILING GRID. N F_ w Chocked By EQ. A EQ, A EQ. A EQ. A �N � Q 1 x s w W cc Co EQ. B EQ. B EQ. B EQ. A EQ. A EQ. A EQ. B EQ. B EQ. B 5 Lighting Grid 12 1/8 " =1' -0" 3/4 "x1 -1/2" AWI J 1023 4 Type Crown Mold Detail 212 1- 1/2 " =P -0" v ONE FIRE RATED FOURTH FLOOR ASSEMBLY 1 2 3 T I 5 6 7 8 9 1 2 3 4 5 6 7 8 9 I I I i I I I I I I I I I I I I I I 0G) 9 1 2 00 00 0G) 9 k!�d Ceiling Detail 2 r�� 2 Fourth Floor Reflected Ceiling Plan V71-1 Third Floor Reflected Ceiling Plan 1/2 = V-0" 1/8 1 0 212 1/8 "= P -0" Refected Ceiling General Notes A. LIGHTS AND DIFFUSERS ARE FOR LOCATION ONLY. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR EXACT SPECIFICATIONS AND VERIFICATION OF QUANTITY. B. COORDINATE THE WORK OF EACH TRADE WITH THE WORK OF ALL OTHER TRADES. C. COORDINATE THE LOCATIONS OF OPENINGS IN WALLS TO DECK AND IN WALLS THAT EXTEND ABOVE CEILING WITH MECHANICAL AND ELECTRICAL WORK. D. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED WITH THE ARCHITECT. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. E. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR FACE OF STUD TO COLUMN CENTERUNE. F. PROVIDE WOOD BLOCKING WALL SUPPORT FOR ALL SURFACE MOUNTED ITEMS. ALL WOOD BLACKING SHALL BE FIRE RETARDANT. G. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS. H. CEILING TILES SHOWN AS FULL GRIDS ARE TO BE PRECISE TO RECEIVE LIGHT FIXTURES AND NOT TO LEAVE GAPS BETWEEN PANELS AND GRIDS. I. PAINT ALL EXPOSED GYPSUM BOARD SUFACES. J. ALL RECESSED CANNED LIGHTING ARE TO BE PLACED IN THE CENTER OF THE ACOUSTICAL TILE UNLESS OTHERWISE NOTED. K. CENTER CEILING GRID IN ROOM UNLESS OTHERWISE NOTED. L ALL VISIBLE EXPOSED CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONCRETE STRUCTURE, STEEL STRUCTURE, CEILING HANGERS AND SUPPORTS. MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEM COMPONENTS SHALL BE PAINTED OUT IN A SINGLE COLOR AS SELECTED BY THE ARCHITECT EXCEPT WHERE A SPECIFIC COLOR IS REQUIRED BY AUTHORIES HAVING JURISDICTION OR BY THE PROJECT MANUAL ITEMS THAT ARE TO BE PAINTED AS PART OR OTHER WORK DEFINED BY THE PROJECT MANUAL SHALL BE PAINTED AS INDICATED THEREIN. M. ALL EXPOSED STEEL IN EXPOSED STRUCTURE CEILING (EXCEPT MP ROOM) ARE TO BE FIRE PROOFED IN ACCORDANCE WITH U.L RATINGS. N. INSTALL GYPSUM WALL BOARD CONTROL JOINTS IN ACCORDANCE WITH THE GYPSUM BOARD HANDBOOK AND IN SPECIFICATION 09260. Reflected Ceiling Plan Legend ■� s� WALL TO DECK ® CROWN MOLDING 2x2 LAY -IN ACOUSTICAL CEILING GRID CEILING HEIGHT AT A SPECIFIC LOCATION. 2x2 FLUORESCENT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE Y WALL SCONCE; REFER TO ELECT DWGS FOR TYPE FLUSH MOUNT LIGHT FIXTURE; REFER TO ELECT DWGS FOR TYPE -P PENDANT FIXTURE; REFER TO ELECT DWGS FOR TYPE (S) EXIT LIGHT; REFER TO ELECT DWGS FOR TYPE O RECESSED CAN LIGHT, REFER TO ELECT DWGS FOR TYPE E) DIRECTION LIGHT, REFER TO ELECT DWGS FOR TYPE Owe NARROW APERTURE CAN LIGHT WCEILING FAN W/ LIGHT MOTORIZED EXHAUST FAN /LIGHT VANITY LIGHT OVER MIRROR 4' FLOURESCENT TUBE LIGHT ® SUPPLY AIR DIFFUSER; REFER TO MECH DWGS FOR TYPE z RETURN AIR GRILL; REFER TO MECH DWGS FOR TYPE o ANODIZED ALUM LINEAR SLOT DIFFUSER; REFER TO MECH DWGS FOR TYPE ACCESS HATCH; REFER TO MEP DWGS FOR COORDINATION SECURITY CAMERA ROUGH -IN LOCATION. REFER TO ELECTRICAL DRAWINGS. ® RECESSED RADIANT PANEL SEE DETAIL XX /AXXX ® 120 X 120 ACCESS PANEL INDICATES OVERLAP OF CONDO UNITS BETWEEN FLOORS. PROVIDE 1 HOUR SEPARATION AND STC 50 ACOUSTICAL SEPARATION ABOVE THIRD FLOOR CEILING. SEE TYPICAL DETAIL 3/A212 ALL CEILINGS TO BE 5/8" TYPE "X" GYPSUM WALL BOARD SUSPENDED CEILINGS OR BULKHEADS ON METAL STUD FRAMING UNLESS NOTED EXPOSED OR 2X2 LAY -IN ACOUSTICAL CEILING GRID. N F_ w Chocked By LU �N � Q 1 x s w W cc Co C8 f� z w co MA U V) ) Q e� F O V) V Structural Engineers LYNCH, HARRISON, BRUMLEVE 660 Virginia Avenue Indianapolis, Indiana 46203 (317) 706 -2076 Scop Drawer These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major archit -t-1 elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicoled or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drsaft Me: Third and Fourth Floor Reflected Ceiling Plans Re*bm: Issue Dab F_ w Chocked By LU �N � Q 1 J D s w W cc Co a V co Scop Drawer These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major archit -t-1 elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicoled or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drsaft Me: Third and Fourth Floor Reflected Ceiling Plans Re*bm: Issue Dab Drawn By Chocked By 03/10106 AEG RRS CartlB.a Br. `t SCyG�9 AR CON163 Draft Number. A212 ft0*t*JWNr 25429 Pi CD CL Cr M a) N ri CD 1 ca 5' CD CD :3. II I I ( ) STONETJ01 CAST I 4/A301 -5 0855E BALCOM (BEYOND a nd79n, 4/A301 -6 dl�l F�-_011111 mom DETAIL i02 -19 TYP. ).D ---, 04810.L 1j 05720A 05720A 04720 A TYP. -- 10 04720A A402 04810.E -� QUOINS PROJECT K /4" TYP* - 4 12 3 A412 2 12 05700A Y t Mi Q 4/A301 -8 ALL NOTES /MATERIALS ARE SYMMETRICAL ABOUT CENTER 2 rFOR EXTENT OF LINE OF BUILDING M05 BRICK PATTERN SEE DETAIL 2/A303 T2,/ 3 08550.A To 1 " WASH T BEYOND 03450.A -8. 8' ROOF SIDE ITYP BEYOND t ..._... .............._.. _.........__...... .._........__.................. ,,.....,,.....,. ..................,,...,.. ,,,::::,.............. ........ 088DO.D 04720A VERTICAL JOINT TO ALIGN W/WINDOW SURROUNDS. HUMSE, EQUALLY SPACED AT 4 " -0" O.C. MAX. TYP. \L08800.D 1 B NAL0841 OA M02 04720A BASE 8800.0 8410.B 4 Enlarged Window Elevations 7 1 South Elevation 301 1/4° =11 -011 301 1/811= 11 -0t1 i 0 NW-A SEE DETAIL 6/A302 -19 TYP. 04720.D 04720A 0 HEAD do JAMB TYP. QUOINS PROJECT 3/4" TYPICALLY 04810.E SEE DETAIL 6/A302 -19 08550.0 TYP. CANOPY BEYOND 04720A 0 HEAD do JAMB 08800.D 04720A VERTICAL JOINTS TO ALIGN W/WINDOW SURROUND. OTHERWISE, EQUALLY SPACED AT 4' -0" O.C. MAX. TYP. 08800.0 08410.6 04810.N 04810.0 07620.0 08550A (1 PAIR) East Elevation I i8"= I' -0° LL _T. 1 IJ -T 04810.0 04810.N 04810.0 O O • == =� ■■■ ■■■ -_ ■■i ■■■ -- -- FOURTH FLOOR r In■ ■■■ ■ ■■■ H - RRS /Sam ? son ■■■ I ■■■ I _ __ _ ■ ■■ ■■■ 11 ■■ I 11■r =_ ■ ■ ■I =1 = -= I� ■� ■) _ _ _ 101, 100 0 �^ w iL IA U CONTRACTOR TO F 0 ' =__ ► fir' i _= ■ ■■ ■ ■■ I ■■o I, ■ ■ ■,I I� ■ ■ ■I [I ■ ■■ ■ ■■ ■ ■■ ( ■ ■■ (■■ ■I ■ ■■ ■■ 1 II■■■ ■ ■ ■■■ ■■ ■■ _ = _ =__ == ■■ �� ■ ■■ ■■■ II ■■ = ■ ■■ ■■■ u■■ = ■■i ■■■ II■i = Ie:1■ I!lto WINE ■ ■■ ■ ■■ son MEN ■■i ■■■ 11a0 11a1 roc Illll lllllillll - ■-- --- 1•-- OEM --- ... OBTAIN ARCHITECT'S APPROVAL BEFORE ■■■ ■■■ mom i ON ■■■ U■■■ ■■■ ■■■ - ■■ _ ■■ ■■■ = ■ ■■ ■ ■■ _ -= _ _ _- =- qll WES _= == - ■■ ■ ■■ II■o ■■■ ■■■ II■■ ■ ■■ ■■■ II■■ _ ■ ■■ ■ ■■ II ■■ ■■■ ■■■ ■ ■■ ■■n ■ ■MI ■■w I■■■ ■ ■■ 11111111, _ _ _ _ ■■■ ■■■ 1O■■ ■ ■■ ■ ■V SECOND OO- &IN mom MEN 11111MEM1111111homid I■■■I II■■■I -_ -__= Is�rai i�■■I L■aai�7Ns�al ■� ■� �� 088DO.D 04720A VERTICAL JOINT TO ALIGN W/WINDOW SURROUNDS. HUMSE, EQUALLY SPACED AT 4 " -0" O.C. MAX. TYP. \L08800.D 1 B NAL0841 OA M02 04720A BASE 8800.0 8410.B 4 Enlarged Window Elevations 7 1 South Elevation 301 1/4° =11 -011 301 1/811= 11 -0t1 i 0 NW-A SEE DETAIL 6/A302 -19 TYP. 04720.D 04720A 0 HEAD do JAMB TYP. QUOINS PROJECT 3/4" TYPICALLY 04810.E SEE DETAIL 6/A302 -19 08550.0 TYP. CANOPY BEYOND 04720A 0 HEAD do JAMB 08800.D 04720A VERTICAL JOINTS TO ALIGN W/WINDOW SURROUND. OTHERWISE, EQUALLY SPACED AT 4' -0" O.C. MAX. TYP. 08800.0 08410.6 04810.N 04810.0 07620.0 08550A (1 PAIR) East Elevation I i8"= I' -0° LL _T. 1 IJ -T 04810.0 04810.N 04810.0 O O • == =� ■■■ ■■■ -_ ■■i ■■■ -- -- FOURTH FLOOR r In■ ■■■ ■ ■■■ H - RRS /Sam ? x w Illllllu���lllllllll�___ man UJ LLJ z5 NQ Cr m V C8Z ., ,,. 0 �^ w � w IA U CONTRACTOR TO F 0 BUILD THIS PORTION ME-M E U OF DIAGONAL BRICK ■ ■■ ■ ■■ =� PATTERN, THEN 7== OBTAIN ARCHITECT'S APPROVAL BEFORE ■■■ ■■■ ■■■ III ■■ - -_ SECOND OO- === ' FIRST FLOOR Ilk oO.D 8800.0 ELEV. 100' -0" Iiiolil 4720A CAST STONE ARCHWAY WiTH STRUCTURAL STEEL FRAME 12" HIGH ENGRAVED LETTERS, 41. CENTERED - t 04720 U RIE A TO BE CAST AS SINGLE PIECE 10 /AMU -2o 2 1' ' • -8 4 301'1' 3" HIGH N ST ENGRAVED LETTERS, CENTERED 04720A iO/A301 -21 10N Plague Details A301 i291 =II -0 " Window Notes 1' t"i1N">o°�+"400� OM�D LMY00°x�Mt W& F" 2. WINDOWS EMPLOY TRRUUEpWCED U M F5 MU WARINV LASS S�Py & N� A J&4 AFNMM ONYT ELEYATIdrS 4. WINDOWS USE 3/8' INSULATING LOW-E GLASS 5 WINDOW MANUFACTURER SHAL PROVIDE CUPS AT ^lIBS FOR CONNEpC�TiON TO CCOOLLD FORM STEEL FRAMING 6. ALL *VIM �NOTED NOM NNQOTEpD� FIXED HUNG 7. F CON�CpRETE DIYEHSiN FOR MNDOW AND & WIND O iS % NOT HA SCREENS ' 9. I�INDOW - Gl/lSS IS TO BE 1' INSULATED UNITS oesoo UNl6S NOTED OTHERWISE Keynotes DMSIONETIHWS 1- MWRAL REQUIREMENTS 1.1 1a S � -NKIN SPECIFICATIONS 18 DMSION FORMAT. DMM 2 - Sf1EWORK 02300A FINISH GRADE OVER V BARRIER N-1 MACTED St1EI2 V FLL 02620A FOUNDATION DRAINAGE 02751A CONCRETE SIOEWALX DMSiONg 3 - CONCRETE .0 i WFW 03380A SEALED CONCRETE DMSION 4 - MASONRY' 04720A DIMENSSiONED ARCHITECTURAL CAST STONE AND09AGE SYSTEM 04720.E CAST STONE ACCENT BLOCKS VW� ffiA AI4 o 1 O.C. EACH DIREC ICN. 0481 go..D HORIZONTAL JOINT REEL fOORRCEMENT 0 15 O.C. 'VERTiCALLY. 0481 O.0 NJ E�AT10N BAR S S GRIP 0481g0A CNoM DRAINAGE MATERL& 3.0 RTICAL CONlITRO JOINT IN BAD(ER ROD E SEALANT. 048101 FACE BRIM, S(X IX CdiY DUNES GREY SMOOTH OR 1WPROVED EQLVIL 100005 X��UL DMS300N 5 - METALS STEEL � MEMDER A in STEEL rosA I �'�G�ANOUC'�DAS° rio o D.C. �� III BERT STEEL PU�FRAKN pOSSOO.G STRUCTURAL STEEL ROD AND PLATE ASSEMBLY 05511A1 PETAL PAN STAIRS CONCRETE FILL AL IR I AN I �EAAR ZWWOSN" N� ,1�N �1MpNU11 ORNAAE]NTAL WILING X30 PMMTED�METAL "AL RAILING DMSION 6 - WOOD AND PRAM 06100A8 FIRE T �� WOOD BLOCKING. 100 NX n4' :OOD� GRADEJITHMiG. MR Or �4pp.Bc SOOL�pLUID�� L' "�ro W/1 PLASH 064440 SOl1S_SU ASE - NTp; TOP WITH I►_JQRAL LAVATORY 66613)i SYNiHEf1C MARBLE GAUNTER TOP W/ 4' BACK SPLASH DMS10N 7 - THERMAL AND L400 RE PROTECTION IEA 071)1 WMICON I OSRATT3t PROOFING NAGE MAT 0� 24• AVER FABRIC 072;0 �I � -I�F O 9 r BATT INSU ATKN BARR LTN I T a M ADHERED q! SYSTEM P 1To 10 1I M��NIMVtGTET �IUTION R20 lb" COPING I 20 Pn MME MEHT BE PLATE Ifli A A IF UWt I FjE.AAL OL�BIiX3( EDGE AND CONT. CLEAT 8 2 A fffE'10IA "FIR ,SitiP 0777922�00p..90C SEALANT JOINT. 81D20A CUT-OFF MASTIC. JOINT FLIER AND SEALANT. DM" 8 - DOORS AV WIDOWS 0811 OA STEEL DOOR. 00�881109 STEEL DOOR - THERMAL RATED. 08213A Ron DOOR AND R* - FriE RATED $0883361 A PREFI ISFED INSULATED METAL GARAGE DOOR 08410 M MRONTARACE ppp�L 41 PUMAIAZED PATIO/FRENCH DOOR. O85SO.0 ALUM INUIt1 CLAD WOOD WINDOW In ANDERSEN 400 SERIES o&KmD ALLaxNUTM�C CLAD WOOD w� ATTACH" ExTENSION ;��NSUTATIrG 0 ose0o c ;4444444444 TEMPERED GLASS I Y AINSLAAtFEMASS DMSIDN 9 - FINISHES 09230A CEMENT COLUW ' A iFS-RMFORCED � N R k VAPOR EIA aER 092809 S 8 X GYP. BOARD STEEL SUSPENDED CEILING E SOFFIT FRAMING 12 2 .3/•M al ;1 092g8 60�0n.� 7 FURRNIG 18' O.C. LEG OUa K DEFLECTION TRACK N KIT 11EI 092880 , 2 CEENT BOARD XFRA""G 09265A SWIFT WALL ASSEMBLY ff�A Y &EE.�i.NISH IDULE FLASH PLANS 0931 O.D POLYMER JIODFIED GROUT 111 1 a 6�IYMI 2 ,UT &M=MWM SYSTEM 1 E iltN�Y-IN S1'SiDA � LL S1Tt� A ��W�I � FINISH PLANS AND FINISH SCHEDULE 1101.8 A ... fT COUNTER TOP W/ 4' BACKSPLASH 10200A METAL LOUVER, PAINTED TO MATCH BRICK DMSION i I - EQUIPMENT NOT USED DMSXON 12 - FI!RlNSHNMCS NOT USED NOT USED DIVISION 14 -- VERT1CA TRANSPORTATION 14 1440AkppE Ry 28 OUja 14240.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AND FRAME N W H LU RRS /Sam ? x w JD man UJ LLJ z5 NQ Cr m V C8Z 0 �^ w � w IA U F 0 r U Structural Engineers LYNCH, HARRISON, BRUMLEVE !JO VMrtWk A•el= amvxrm4 t Swpe Dra1L im These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the budding, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all -- - -- work required for full performance and completion of the requirements of the Contract. On the bass of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Dra1L" Me: South and East Elevations and Details Rerbbna: Maus Dab W Checked By LU RRS /Sam ? Z w JD man UJ LLJ z5 NQ Cr m V Q 0 Swpe Dra1L im These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the budding, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all -- - -- work required for full performance and completion of the requirements of the Contract. On the bass of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Dra1L" Me: South and East Elevations and Details Rerbbna: Maus Dab Draw By Checked By 03110/06 RRS /Sam RRS CerlNlad By: �OPU SCy��q AR 09 163 A301 25429 (D a Cr M N r-4. CD M t� (D CD :3. (a ( ) INDICATES CAST STONE JOINT 04720A 3' -4' I N I I x 04720.0 3/A302 -9 04720A son NEI 1, 3/A302 -10 I 04720A - J 04720.0 - 3/A302 -11 3 Window Elevations ( ) INDICATES CAST 04720A 21• STONE JOINT . .. ........... ..... .... 0000 0N0ER1 RRS 3' -4' oo ©o it 04720. 2' -8r 4 04810. Ioaoo CS0z 0000 W 0 000© 0000 U I ^ v' r F O :INK O ©D INIIINI a INNINIIN 1 x ^N a - TIN ININI IIII a O N NNIMN to INIIINNNI Go 1 0 %NI1II NN! 111 O II x iNNINNN ITIINN I NNIiNrXN N `=J O 11 N"11 NI . N N I Go 11 04810.0 ELI INS W10.0 "l 0 04720.0 J 04720.0 x 4/A302 -13 4/A302 -14 s X I I• � 04810.9 - G o N, I •, 04720.0 -`� 3/A302 -12 4' -8" 04720. 3' -4" ' • 4 3-4 " r w r 2' -Sr X62 2/ -8.264 r 04720A 04720. 4r 2' -8r 4 i ' . I ■ o .} O to O M 04720.0 J 04720.0 4/A302 -15 4/A302 -16 4/A302 -17 ALL NOTES /MATERIALS ARE SYMMETRICAL ABOUT CENTER LINE OF BUILDING 07620.0 04720A 08550.0 0481 O.N E DETAIL A303 -19 04720A 08550.0 04720A 08550.0 04810.0 SOLDIER COURSE 04720A 04810.0 4 SOLDIER COURSES 4 Window Elevations 1 W12 t /a"= t' -0" 02 076 048 08550.0 047; 048 SOU COU 048' 4 SOU COUR O Building Section 9 5 1 IL 2 ELEV. 153' -4' Y 00 I N FOURTH FLOOR ob ELEV. 140' -8r SEE DETAIL 6/A303 -18 TYP. THIRD FLOOR ob ELEV. 128' -8' I I M SECOND FLOOR ELEV. 115' -4' West Elev/�ation 1 /g"= 1' -0^ W m 6 rOAJ 4*6 EQ L EO L4* 04720A TYPICAL HEADER 04720.0 SLOPE DOWN FROM WINDOW FRAME st TYPICAL SILL N (1 BRICK HEIGHT) X VARIES 5 Typical Header /Sill Detail .302 1 /4 " =1' -0" Window Notes 1. M9ANNDO NA& M ua00°cHf WAM 2. wrNI�rDOws EMPLOY pD�M LIGHTS AN YNUNTMISWWRH IN_ SPACERS A aisT 3 4' 7-tHTYPICA eMM ONYTM?EVATIONS 4. WINDOWS USE 5/8' INSULATING LOW-E GLASS 5. WINDOW MANUFACTURER SHALL PROVIDE CUPS AT JpApMM FOR pCONNECTION M CCOLLDD�FORM STEEL FRAMING ALL 1Y DOWS NOT�N07ED F7>(ED HUNG 7. AF MN S�FOR MANDOW AND & 92 WIrDOMM�M UTONHAVE A SCE ' 9. NDOW IS TO BE 1' INSULATED UNITS rOMA LINL SS NOTED OTHERWISE Keynotes DM" 1 - GENERAL REQURE31E7ITS 1.1 BY 'MI i� !�MION Ns lJ TH E AIA 1Z SPECIFICA7 s M FC�RMAL� DMSION 2 - SITEWORK 02300A FINISH GRADE. E M 02820A FOUNDATION DRAINAGE 02751.A CONCRETE SDE111" DIVISION 3$ -- CONCRETE 03MA SEALED CONCRETE DIVISION 4 - MASONRY 04720.A DIMENSIONED ARCHITECTURAL CAST STONE � CAST 98* SYSTEM 04720 E CAST STONE ACCENT BLOCKS 0401 b ���ERETEMA f L 6 O.C. EACH DIRECTION. 004481$0.0 HORIZONTAL JOINT RE14TRRCEYENT 0 116 O.C. . VERTICALLY. 04810 G iWES E3ARC SS. GRIP E 04810.H CAVITY DRAINAGE MAMKJL 048�Q� Pr� 0 16 048101 FACE BWX SOINX LXiI' W ORM DUNES C Y OR APPROVED EQUAL BRIM MI 0 0 8 5 a���AQPROVE C 0481 O.P DOSMySI011 5 - METMS 053111A �RAL SiEEI DECKING 1xYEIIBERNOTE Mla� �� saE AS cAUCEDAS� 1 o.C. NM `TO, ?01LUL Mumm J Rn�rPLATE p05555OO.6 �STRUCTpU�RAA7LE STEEL ROD AND PLATE ASSEMBLY 05511 JAi META P� STAIRS,_ _ __ CONCRETE FILL AL a R RANI 1 R WALL I20a UM" ORNAMENTAL RANNG 05720.0 PAINTED IiTAI WAL RNLm MISS 5 - WOOD AND PLASTICS 06100 6 R �YD WOOD BLACKING. 1p� 4' y�y��lpppppp PUPLY1M O T'W- 100 4 W000 P 01 0 M FRAME STOP IM .6 SOU D�RRr�L&??0e�FM7/C4VW03PLASH WOOD TRW, GE S � F I RInMu 7M�1 LAVATORY ; � NOTm F ff-HG e NN 2X CEDAR WOOD FRAMIM IF�A N IM ON i NN W R D o661sa MARBLE COUNTER TOP W/ 4' BACK SPLASH DIVISION , 7 - THERMAL AND MOISTURE PROTECTION 8J33a 1 WA pSFI ETlWATERTPROOFlNG 871 PMI&P& L TER FABRIC 1 A u� ZR" A��OO R -19 l CLASS BATi INSULATION. 1§A POLYISO(,Y8411M �_ T IM W Wt 07620 MMAA�NC TE�TIONTION R20 86 p� q��yACyOPING 5 P ALUMINUM BENNT PLATE INA .H NUM �B�OL�BRiCK EDGE AND GONR. CLEAT MA 0 9 .'srDP 077�9920.•3C SEALANT JOINT. 87922001 CUT-OFF MASiICRffoRMF!) JOINT FILLER AND SEALANT DIVISION 8 - DOORS AND WINDOWS 08110A STEIL DOOR. 08110�6j STEEL DOOR - THERMAL RATED. 13.1 A�DN�AR �MbOD DOOR AID R� - FriE RATED OBMIA PRfflIIM INSULATED METAL GARAGE DOOR XCE I" N o1g N' R%'&WPAT1OMtENCH DOOR. OEISSO.0 ALINiNNUM CLAD WOOD 1MNDOW LIKE A DERSEN 400 SERIES Q085= ALLWN CLAD WOOD WNDOW ATTACHMENT EXTENSION OPERATOR (( 088009 �Ij�MPEREDINSiAATING GLASS 08800.0 114 TEMPERED GLASS Iffl INSULA I ;Z%JAW0WaAASS DMSION 9 - FIIISHES 09230x FORCED CEMENT COLUMN ��� AIR a VAPOR BARRIER. 0925003 Y58- VPME X GYP. pBOARQ9l1MR SUSPENDED CEILING a SOFFIT FRANCA �fJAM O1;flj: D.C. 0��g92555gO.F' 7 LT FURRING CWWNEL 0 15' O.C. I 60J TWK 000p0992g500..�J 1 2 CEMENT BOW 09JJI XS'GYPSUM DFRAMING 09265A SHAFT WALL ASSEMBLY ��H� 10.0 �WSEEMEMBRAN FEDULE t FISH PLANS 09310.0 POLYMER rCOL GROUT 1�9 �,M8,uPENSION SYSTEM FLAG 1 J15 E�YSTRIPACOUSTiCAL cEILNC sUSPENSaN SYSTEM 09580.A CARPETING• SEE INTERIOR FINISH PLANS AND FINISH SCHEDULE 09751A GRANITE COUNTER TOP JI &B ?M COUNTER TOP W/ 4' BA KsPUl5H DM" 10 - �EaALnEs 10200.A METAL LOUVER, PANTED TO MATCH BRICK DM" 11 - EQUIPMENT NOT USED DNISION 12 - NRIIfSFMlICS NOT USED DIVISION 13 - SPECIAL )ONSTRUCTION NOT USED DIVISION 14 -- pVERRTiCAL TRANSPORTATKON �y�T� 142409 MERMEDYtTF SUPP� S� REWr 14240.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AND FRAME. W H . .. ........... ..... .... 0000 0N0ER1 RRS oo ©o it aoo� M W 0000 Ioaoo CS0z 0000 W 0 000© 0000 U I ^ v' r F O :INK O ©D INIIINI a INNINIIN U a - TIN ININI IIII a O N NNIMN � a � INIIINNNI I N %NI1II NN! 111 O II NNNHINNIIIN iNNINNN ITIINN I NNIiNrXN N `=J O 11 N"11 NI . N N 11 04810.0 INS W10.0 North Elevation III` 1 16030 I/ 8"= P - 0 " 1 ILA West Elev/�ation 1 /g"= 1' -0^ W m 6 rOAJ 4*6 EQ L EO L4* 04720A TYPICAL HEADER 04720.0 SLOPE DOWN FROM WINDOW FRAME st TYPICAL SILL N (1 BRICK HEIGHT) X VARIES 5 Typical Header /Sill Detail .302 1 /4 " =1' -0" Window Notes 1. M9ANNDO NA& M ua00°cHf WAM 2. wrNI�rDOws EMPLOY pD�M LIGHTS AN YNUNTMISWWRH IN_ SPACERS A aisT 3 4' 7-tHTYPICA eMM ONYTM?EVATIONS 4. WINDOWS USE 5/8' INSULATING LOW-E GLASS 5. WINDOW MANUFACTURER SHALL PROVIDE CUPS AT JpApMM FOR pCONNECTION M CCOLLDD�FORM STEEL FRAMING ALL 1Y DOWS NOT�N07ED F7>(ED HUNG 7. AF MN S�FOR MANDOW AND & 92 WIrDOMM�M UTONHAVE A SCE ' 9. NDOW IS TO BE 1' INSULATED UNITS rOMA LINL SS NOTED OTHERWISE Keynotes DM" 1 - GENERAL REQURE31E7ITS 1.1 BY 'MI i� !�MION Ns lJ TH E AIA 1Z SPECIFICA7 s M FC�RMAL� DMSION 2 - SITEWORK 02300A FINISH GRADE. E M 02820A FOUNDATION DRAINAGE 02751.A CONCRETE SDE111" DIVISION 3$ -- CONCRETE 03MA SEALED CONCRETE DIVISION 4 - MASONRY 04720.A DIMENSIONED ARCHITECTURAL CAST STONE � CAST 98* SYSTEM 04720 E CAST STONE ACCENT BLOCKS 0401 b ���ERETEMA f L 6 O.C. EACH DIRECTION. 004481$0.0 HORIZONTAL JOINT RE14TRRCEYENT 0 116 O.C. . VERTICALLY. 04810 G iWES E3ARC SS. GRIP E 04810.H CAVITY DRAINAGE MAMKJL 048�Q� Pr� 0 16 048101 FACE BWX SOINX LXiI' W ORM DUNES C Y OR APPROVED EQUAL BRIM MI 0 0 8 5 a���AQPROVE C 0481 O.P DOSMySI011 5 - METMS 053111A �RAL SiEEI DECKING 1xYEIIBERNOTE Mla� �� saE AS cAUCEDAS� 1 o.C. NM `TO, ?01LUL Mumm J Rn�rPLATE p05555OO.6 �STRUCTpU�RAA7LE STEEL ROD AND PLATE ASSEMBLY 05511 JAi META P� STAIRS,_ _ __ CONCRETE FILL AL a R RANI 1 R WALL I20a UM" ORNAMENTAL RANNG 05720.0 PAINTED IiTAI WAL RNLm MISS 5 - WOOD AND PLASTICS 06100 6 R �YD WOOD BLACKING. 1p� 4' y�y��lpppppp PUPLY1M O T'W- 100 4 W000 P 01 0 M FRAME STOP IM .6 SOU D�RRr�L&??0e�FM7/C4VW03PLASH WOOD TRW, GE S � F I RInMu 7M�1 LAVATORY ; � NOTm F ff-HG e NN 2X CEDAR WOOD FRAMIM IF�A N IM ON i NN W R D o661sa MARBLE COUNTER TOP W/ 4' BACK SPLASH DIVISION , 7 - THERMAL AND MOISTURE PROTECTION 8J33a 1 WA pSFI ETlWATERTPROOFlNG 871 PMI&P& L TER FABRIC 1 A u� ZR" A��OO R -19 l CLASS BATi INSULATION. 1§A POLYISO(,Y8411M �_ T IM W Wt 07620 MMAA�NC TE�TIONTION R20 86 p� q��yACyOPING 5 P ALUMINUM BENNT PLATE INA .H NUM �B�OL�BRiCK EDGE AND GONR. CLEAT MA 0 9 .'srDP 077�9920.•3C SEALANT JOINT. 87922001 CUT-OFF MASiICRffoRMF!) JOINT FILLER AND SEALANT DIVISION 8 - DOORS AND WINDOWS 08110A STEIL DOOR. 08110�6j STEEL DOOR - THERMAL RATED. 13.1 A�DN�AR �MbOD DOOR AID R� - FriE RATED OBMIA PRfflIIM INSULATED METAL GARAGE DOOR XCE I" N o1g N' R%'&WPAT1OMtENCH DOOR. OEISSO.0 ALINiNNUM CLAD WOOD 1MNDOW LIKE A DERSEN 400 SERIES Q085= ALLWN CLAD WOOD WNDOW ATTACHMENT EXTENSION OPERATOR (( 088009 �Ij�MPEREDINSiAATING GLASS 08800.0 114 TEMPERED GLASS Iffl INSULA I ;Z%JAW0WaAASS DMSION 9 - FIIISHES 09230x FORCED CEMENT COLUMN ��� AIR a VAPOR BARRIER. 0925003 Y58- VPME X GYP. pBOARQ9l1MR SUSPENDED CEILING a SOFFIT FRANCA �fJAM O1;flj: D.C. 0��g92555gO.F' 7 LT FURRING CWWNEL 0 15' O.C. I 60J TWK 000p0992g500..�J 1 2 CEMENT BOW 09JJI XS'GYPSUM DFRAMING 09265A SHAFT WALL ASSEMBLY ��H� 10.0 �WSEEMEMBRAN FEDULE t FISH PLANS 09310.0 POLYMER rCOL GROUT 1�9 �,M8,uPENSION SYSTEM FLAG 1 J15 E�YSTRIPACOUSTiCAL cEILNC sUSPENSaN SYSTEM 09580.A CARPETING• SEE INTERIOR FINISH PLANS AND FINISH SCHEDULE 09751A GRANITE COUNTER TOP JI &B ?M COUNTER TOP W/ 4' BA KsPUl5H DM" 10 - �EaALnEs 10200.A METAL LOUVER, PANTED TO MATCH BRICK DM" 11 - EQUIPMENT NOT USED DNISION 12 - NRIIfSFMlICS NOT USED DIVISION 13 - SPECIAL )ONSTRUCTION NOT USED DIVISION 14 -- pVERRTiCAL TRANSPORTATKON �y�T� 142409 MERMEDYtTF SUPP� S� REWr 14240.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AND FRAME. Structural En&eas LYNCH, HARRISON, BRUNILEVE SSO VWda Awaw (5llodl�pold, AodlauM *= W H LU RRS/Sam RRS V) it I� M W ES pc ca CS0z W V ig U I ^ v' r F O U Structural En&eas LYNCH, HARRISON, BRUNILEVE SSO VWda Awaw (5llodl�pold, AodlauM *= Scope Dra111nw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trude contractors shall furnish all items required for the itproper execution and completion of the work. Drat" Tft North and West Elevations R@VW= bow Dab W Checked By LU RRS/Sam RRS _JD M W ES pc ca Q V o ch Scope Dra111nw These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trude contractors shall furnish all items required for the itproper execution and completion of the work. Drat" Tft North and West Elevations R@VW= bow Dab Drano By Checked By 3/10/06 RRS/Sam RRS Cw#W Br. Sru, '( AR 009163 A302 25429 CD Cr N N CD Q 5, CD CD :3. co CA) w 1 4" 06400.E 5 ~ N 1 1_8. 1 A303 6/A302 -19 FIREPLACE CRENULATION EXHAUST N Q STAINLESS STEEL CS ATTACHMENT AT z MASONRY 1/8" STAINLESS STEEL U CABLE NETTING; 4"X4" i $W A e� F 0 I 06400.1 P • ALTER CELL. PVC BOARD INUEU OF CEDAR 4 Trellis Section 03 1 i2" =1' -0" ON vs T` ALT CELLULAR PVC BOARD INLIEU OF CEDAR L U R I E == ■� ■ ONE 1IIIII■IIIII ■I■i■ ■ MAIN �� „ N I M MITER 06400J son 0 son I son ALL __== ■ ■ ■ ■ N loin n MOM ■I■ AINLESS STEEL TACHMENT AT ■i■i ■ awi ONE ■loll ■ ��■ SONAe )TAINLESS STEED 11111111= MM NP MM up W= men W111111111 Norm NETTING; 4 "X4" 810� SEE ■ ■ ' ■ ■'■ I -o- I ■. ■ '� - son - - = ■■ ■ i ■i ■I■ ■l ■ ii■ -_� ■ ■ ■1■ ■ ■ ■ .� _= �� ■ ■ olio ■�■ ■■■ ■■ = Sw ■ ■ ■ ■�■ ■I■ ■ ■ �■ -- = . ■'. �. ■I■N MINIM WE A303 Trellis Elevation 303 Brick Pattern Extent Nis 1'-0" 04810.E FIELD COLOR 04720.E TYP. 04810.M ACCENT COLOR 04720.E TYP. 04810.E FIELD COLOR - CONTRACTOR TO BUILD THIS PORTION OF DIAGONAL BRICK PATTERN, THEN OBTAIN ARCHITECTS APPROVAL BEFORE CONTINUING 04810.E FIELD COLOR 04720.0 4' 1'-0'4' 04720A 2' -0 -0' I I J In 1 • ~ N 2.2" 202" 1_8. 6/A302 -18 6/A302 -19 FIREPLACE CRENULATION EXHAUST N Q CS z 11 U V) I ) $W A e� F 0 V) U ME Trellis Detail ON vs T` ALT CELLULAR PVC BOARD INLIEU OF CEDAR L U R I E == ■� ■ ONE 1IIIII■IIIII ■I■i■ ■ MAIN �� „ N I M MITER 06400J son 0 son I son ALL __== ■ ■ ■ ■ N loin n MOM ■I■ AINLESS STEEL TACHMENT AT ■i■i ■ awi ONE ■loll ■ ��■ SONAe )TAINLESS STEED 11111111= MM NP MM up W= men W111111111 Norm NETTING; 4 "X4" 810� SEE ■ ■ ' ■ ■'■ I -o- I ■. ■ '� - son - - = ■■ ■ i ■i ■I■ ■l ■ ii■ -_� ■ ■ ■1■ ■ ■ ■ .� _= �� ■ ■ olio ■�■ ■■■ ■■ = Sw ■ ■ ■ ■�■ ■I■ ■ ■ �■ -- = . ■'. �. ■I■N MINIM WE A303 Trellis Elevation 303 Brick Pattern Extent Nis 1'-0" 04810.E FIELD COLOR 04720.E TYP. 04810.M ACCENT COLOR 04720.E TYP. 04810.E FIELD COLOR - CONTRACTOR TO BUILD THIS PORTION OF DIAGONAL BRICK PATTERN, THEN OBTAIN ARCHITECTS APPROVAL BEFORE CONTINUING 04810.E FIELD COLOR F-17 Type Miscellaneous Details 303 1/4"= P-0" CENTERLINE OF CAST STONE ACCENT BLOCKS TO ALIGN W /CENTERLINE OF WINDOWS - TYPICAL 04810.E FIELD COLOR 04810.M ACCENT COLOR 04720.E AT DIAGONAL ACCENT BRICK INTERSECTIONS TYPICAL. 04810.E FIELD COLOR SEE 1/A303 FOR EXTENT OF PATTERN 1 Brick Pattern Detail A303 1/2 "= 1'-0" Window Notes 1. wIMN SEiO CIM M WS 2. WINDOWS EMPLOY DMDED LIGHTS In Mu W i w- GyUS�S�s A s �I A CUSTOM SPACING 3/e AS SI10wNMMYTH EGLEVAiiONS 4. WINDOWS USE 8/8• INSUU7iNG LOW-E GLASS 5. WINDOW MANUFACTURER SWILL PROVIDE CUPS AT MMBS FOR EOCONN 'EDCNTTiONNRTTODCCOlLLDLEFORM STEEL FRAMING 6. ALL OW NOTE OTASNpO'TEpD� A�R�E FIXED HUNG 7. T CONCFETE DIMENISIONSFOR WINDOW AND & FIXED WNWI M l NOT HAVE SCREENS S O. ijYINDOW (XJISS Is To BE 1• INSULATED UNITS NOTED OTHERWISE Keynotes DIVISION 1 - GQiRAL REQUIREMENiS KI��� SPECIFICA1XXaS S 16 DMSION FORMAT. DIVISION 2 - SITEIMORK 02300A FINISH GRADE 911 LZM07 AR ><.LBARRM'Ji. 02820A FOUNDATION DRAINAGE 02751A CONCRETE SIDEWALK DIVISION 3 - CONCRETE NA i 9WFW 03360A SEALED CONCRETE DIVISION 4 - MASONRY 04720.A DIMIEN"ED ARCHITECTURAL CAST STONE � l a M WAGE SYSTEM 04I 7200/ CAST STOKE ACCENT BLACKS ;N � �A<�► 0�1, T G.C. EApi DIRECTION. 04810.1) HORIZONTAL JOINT Ron DRIODANT 0 �tEo o.C:. VERncuLY. 1 &AWASPIWS. S. D rEEDGE 0481 CA CAVITY DRAINAGE MATOW 048; �x i1G1LROI � MAO. BACKER ROD R SEALANT. 0481001 FACE BRICK: SCUD C CiTY DUNES GREY SMOOTH OR APPROVED EQUAL BAR AND 31000 PSI GROUT MY 111 HO I S. 8 C1r1Tyyi 04810,P 8 BOND BEAM CMU DIVISION 5 - METALS 2QA STEEL FRAMING MEMBER 11 A RAIL STEEL DECKING MNO SWGNp�pAUIGE AS o t D.C. OU 51 ONPLATE STEEL pOSM�,5�pMppA STRUCTURAL STEEL. ROD AND PLATE ASSEMBLY 05511JA1 METAL PAN STTTTAIRS,CONCRETE FiLL AL 20A M NGALLUIUMI ORNAMENTAL RUM 01 PM?WAL AiAl1 AAL RAILNG DIVISION 0 - WOOD AND RUISTICS 081QQJ1 FI TT�E/ATED WOOD BLACKING. 061 3 k4' +#Y q�'RGIrADE PLP� OTHMIG. V 4_90 "G' 01 R�� W-A N �/� 06400 P S WOOD T�u��ilS LAVATORY TAU; H.J A WINDOW NN 2X CEDAR WOO! FRAYING ff_LWN�NN BIQAM 06815A MARBLE C(XNTER TOP W/ 4• BACK SPLASH DIVISIONg 7 - THERMAL AND MOISTURE PROTECTION J;JEA 71 Zff%MTER PROOFING AR T 0 1 2 24• AVER FABRIC 1111A A R- 19YUfFACED RBATiO INSUI.AI TIOK 111.8 0'&?. ADFIERED 19ZNII 1 1 4QL�Y N ANRNG T TE�TION R29 FRLEASSISHTUI 079 M R BENT PLATE 07720J1 Li CA LLUUU ALUM BRICK RACKET. BOLTBRICIC EDGE M!1) CONE CLEAT 07920A 5 MPETH B CKER� STOP 079203 SEALANT JOINT. 87x200 CUT -OfF 2TITUORYED JOINT FLLER AID SFAUWT. Diiii"iSION 8 - DOORS AND WINDOWS 081ICA SM DOOR. 081103 STEEL DOOR- THERMAL. RATED. 0j OR EM M R1 WWp DO 2 W - FIRE RATED 08381 A PSIF REFFTlIIISHED INSULATED METAL GARAGE DOOR 1Igi 1 TRW OM = ON&W PATO/FRENgi DOOR. 08550.0 ALUMINUM CLAD WOOD WINDOW UKE ANDERSEN 4010 SERIES 0M.D+ & MIxJM CLAD WOOD IN ATTACH+ENr EXTENSION �. GLASS 08800.0 114 TEMPEFO GLASS DNASIQN 9 - I MES 09230A FS-REINFORCED CEMENT C(X.UMN 8 X In"W" AIR & VAPOR BAR RIM 1C9 R s 8 jYPE X GYP. BEARD,�N STEEL SUSPENDED CEILING & SOFFR FRAMING METAL HSI le, - O.C. 09280F 7 8 FURRING CNNNNEL O 16' G.C. KIT 09BOJ LE TRACK ATiFMIA 09601 1 2 BOARD ICEIL D M s�� p09255A SHAFT WAIL ASSEMBLY 09 1 OA ff &TIEEOMPIEDULE !c FISH PUMAS 09933100.0 POLYMER GROUT 09 095113 rs, U OIISPE1+sIOII SYSTEM S E�YACOUSi1CAL caLNC susPOrsDN SYSTEM ON80A CARPETING• SEE INTERIOR FINISH PLANS AND FINISH SCHEDULE 8001109 a CWW ATE COI TTOP W/ 4• BMXSPLASH ILK DIVISION 10 - sPEC�ALTTES 10200A METAL LOUVER PAINTED TG MATCH BW DIVISION 11 - EQtrPME NT NOT USED DIVISION 12 - Ft1RNASIiwCS NOT USED NOT USED DIVISION 14 -- ppV(E,,RR,TiCAL TRANSPORTATION �y� 4240..88 MITERMENATE SU P S REQUjZ 14240.0 ELEVATOR HOIST BEAM 14240.0 STANNI.ESS STEM ELEVATOR DOOR AND FRAME. N 04720.0 4' 1'-0'4' 04720A 2' -0 -0' I I J In 1 • ~ N 2.2" 202" 1_8. 6/A302 -18 6/A302 -19 FIREPLACE CRENULATION EXHAUST N Q F-17 Type Miscellaneous Details 303 1/4"= P-0" CENTERLINE OF CAST STONE ACCENT BLOCKS TO ALIGN W /CENTERLINE OF WINDOWS - TYPICAL 04810.E FIELD COLOR 04810.M ACCENT COLOR 04720.E AT DIAGONAL ACCENT BRICK INTERSECTIONS TYPICAL. 04810.E FIELD COLOR SEE 1/A303 FOR EXTENT OF PATTERN 1 Brick Pattern Detail A303 1/2 "= 1'-0" Window Notes 1. wIMN SEiO CIM M WS 2. WINDOWS EMPLOY DMDED LIGHTS In Mu W i w- GyUS�S�s A s �I A CUSTOM SPACING 3/e AS SI10wNMMYTH EGLEVAiiONS 4. WINDOWS USE 8/8• INSUU7iNG LOW-E GLASS 5. WINDOW MANUFACTURER SWILL PROVIDE CUPS AT MMBS FOR EOCONN 'EDCNTTiONNRTTODCCOlLLDLEFORM STEEL FRAMING 6. ALL OW NOTE OTASNpO'TEpD� A�R�E FIXED HUNG 7. T CONCFETE DIMENISIONSFOR WINDOW AND & FIXED WNWI M l NOT HAVE SCREENS S O. ijYINDOW (XJISS Is To BE 1• INSULATED UNITS NOTED OTHERWISE Keynotes DIVISION 1 - GQiRAL REQUIREMENiS KI��� SPECIFICA1XXaS S 16 DMSION FORMAT. DIVISION 2 - SITEIMORK 02300A FINISH GRADE 911 LZM07 AR ><.LBARRM'Ji. 02820A FOUNDATION DRAINAGE 02751A CONCRETE SIDEWALK DIVISION 3 - CONCRETE NA i 9WFW 03360A SEALED CONCRETE DIVISION 4 - MASONRY 04720.A DIMIEN"ED ARCHITECTURAL CAST STONE � l a M WAGE SYSTEM 04I 7200/ CAST STOKE ACCENT BLACKS ;N � �A<�► 0�1, T G.C. EApi DIRECTION. 04810.1) HORIZONTAL JOINT Ron DRIODANT 0 �tEo o.C:. VERncuLY. 1 &AWASPIWS. S. D rEEDGE 0481 CA CAVITY DRAINAGE MATOW 048; �x i1G1LROI � MAO. BACKER ROD R SEALANT. 0481001 FACE BRICK: SCUD C CiTY DUNES GREY SMOOTH OR APPROVED EQUAL BAR AND 31000 PSI GROUT MY 111 HO I S. 8 C1r1Tyyi 04810,P 8 BOND BEAM CMU DIVISION 5 - METALS 2QA STEEL FRAMING MEMBER 11 A RAIL STEEL DECKING MNO SWGNp�pAUIGE AS o t D.C. OU 51 ONPLATE STEEL pOSM�,5�pMppA STRUCTURAL STEEL. ROD AND PLATE ASSEMBLY 05511JA1 METAL PAN STTTTAIRS,CONCRETE FiLL AL 20A M NGALLUIUMI ORNAMENTAL RUM 01 PM?WAL AiAl1 AAL RAILNG DIVISION 0 - WOOD AND RUISTICS 081QQJ1 FI TT�E/ATED WOOD BLACKING. 061 3 k4' +#Y q�'RGIrADE PLP� OTHMIG. V 4_90 "G' 01 R�� W-A N �/� 06400 P S WOOD T�u��ilS LAVATORY TAU; H.J A WINDOW NN 2X CEDAR WOO! FRAYING ff_LWN�NN BIQAM 06815A MARBLE C(XNTER TOP W/ 4• BACK SPLASH DIVISIONg 7 - THERMAL AND MOISTURE PROTECTION J;JEA 71 Zff%MTER PROOFING AR T 0 1 2 24• AVER FABRIC 1111A A R- 19YUfFACED RBATiO INSUI.AI TIOK 111.8 0'&?. ADFIERED 19ZNII 1 1 4QL�Y N ANRNG T TE�TION R29 FRLEASSISHTUI 079 M R BENT PLATE 07720J1 Li CA LLUUU ALUM BRICK RACKET. BOLTBRICIC EDGE M!1) CONE CLEAT 07920A 5 MPETH B CKER� STOP 079203 SEALANT JOINT. 87x200 CUT -OfF 2TITUORYED JOINT FLLER AID SFAUWT. Diiii"iSION 8 - DOORS AND WINDOWS 081ICA SM DOOR. 081103 STEEL DOOR- THERMAL. RATED. 0j OR EM M R1 WWp DO 2 W - FIRE RATED 08381 A PSIF REFFTlIIISHED INSULATED METAL GARAGE DOOR 1Igi 1 TRW OM = ON&W PATO/FRENgi DOOR. 08550.0 ALUMINUM CLAD WOOD WINDOW UKE ANDERSEN 4010 SERIES 0M.D+ & MIxJM CLAD WOOD IN ATTACH+ENr EXTENSION �. GLASS 08800.0 114 TEMPEFO GLASS DNASIQN 9 - I MES 09230A FS-REINFORCED CEMENT C(X.UMN 8 X In"W" AIR & VAPOR BAR RIM 1C9 R s 8 jYPE X GYP. BEARD,�N STEEL SUSPENDED CEILING & SOFFR FRAMING METAL HSI le, - O.C. 09280F 7 8 FURRING CNNNNEL O 16' G.C. KIT 09BOJ LE TRACK ATiFMIA 09601 1 2 BOARD ICEIL D M s�� p09255A SHAFT WAIL ASSEMBLY 09 1 OA ff &TIEEOMPIEDULE !c FISH PUMAS 09933100.0 POLYMER GROUT 09 095113 rs, U OIISPE1+sIOII SYSTEM S E�YACOUSi1CAL caLNC susPOrsDN SYSTEM ON80A CARPETING• SEE INTERIOR FINISH PLANS AND FINISH SCHEDULE 8001109 a CWW ATE COI TTOP W/ 4• BMXSPLASH ILK DIVISION 10 - sPEC�ALTTES 10200A METAL LOUVER PAINTED TG MATCH BW DIVISION 11 - EQtrPME NT NOT USED DIVISION 12 - Ft1RNASIiwCS NOT USED NOT USED DIVISION 14 -- ppV(E,,RR,TiCAL TRANSPORTATION �y� 4240..88 MITERMENATE SU P S REQUjZ 14240.0 ELEVATOR HOIST BEAM 14240.0 STANNI.ESS STEM ELEVATOR DOOR AND FRAME. N W H LU �t3 �Z x w Q W Lu N Q CS z 11 U V) I ) $W A e� F 0 V) U S LYNCH, HARRISON, BRUMLEVE pig �rb��onm.o.4�os Sop Dmt*t These drawings indicate the %eneral scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for fall performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dratwfnp Tft Elevation Details R�rltions� lam Dab W Chocked By LU �t3 �Z w Q W Lu N Q Q Sop Dmt*t These drawings indicate the %eneral scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for fall performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dratwfnp Tft Elevation Details R�rltions� lam Dab Drawn By Chocked By 03/10/06 RRS /Sam RRS Cw ad By.. SCyG�q c AR 09 163 Draft Number. A303 25429 i r-« CD CL Cr M N N r-« (D 3 cc CD CD cc W N TOP PARAPI ELEV. 155'- 1 Building Section 401 1/8 " =1' -0" FTN Building Section 401 1/s " =1' -0" ` TOP PARAPET II ELEV. 153' -8" FOURTH FLOOR II ELEV. 140' -8" THIRD FLOOR II ELEV. 128' -8" SECOND FLOORt, II ELEV. 115' -4" FIRST FLOOR II ELEV. 100' -0" TOP PARAPET ELEV. 153'-8" FOURTH FLOOR ELEV. 140' -8" THIRD FLOOR ob ELEV. 128' -8" SECOND FLOOR ELEV. 115' -4" IFIRST FLOOR 0" ELEV. 100' — - .00" N F- LU H LU Sam RRS Z — n LJ�oc NQ �m �v C8z � w co � n U a: R ,^ v /AQ en ei F O V J U Sitvc=9 Engineers LYNCH, HARRISON, BRUMLEVE = VkgW&A "iii= pn ia=4QM Scope ae*w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dra** Mft Longitudinal Building Section Ram loam Data F- LU Chocked By LU Sam RRS Z — w aW LJ�oc NQ �m �v Q co Scope ae*w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dra** Mft Longitudinal Building Section Ram loam Data Drawn By Chocked By 03/10/06 Sam RRS Cortfflad Br. P`L SCyG�9 s AR f '09"04 163 Draift Number. A401 Project Number:. 25429 (D CL Cr N N r-+ CD _ _ cc (=D. (D rt Keynotes DMSION 1 - GENERAL RET7Uli£MDO i.t BY �T> CONiRACT' 12 SPECIF RAT10N5 S 18 DB IV S ON FORUM. DIVISION 2 - SREwORlO SWAM 60a F I L L "SI DMSION 3 - CONCRETE IM ELFFSTI 03360A SEALED CONCRETE DM514N 4 - MASONRY JJA � IM ARCH STONE 1 TO op- NT EACH DIRECTION. 1 ONT DI RE,al0 A.C- V ERiiCALLY. 1 nnES 1sa� -Y 60MAPS DIRE 3, DRIP EDGE 0484$$;t M` YAR I Ot. 04810.K VFERTICAL JOINT W BACKER ROD A SEALANT. SOUIX 411 :M FACE f BOLLIX M � OR APPROVED E 04810.0 F4CE BRICK SOIAx CITY DUNES GREY VELOUR OR APPROVED EQUAL 04810 :P a BoNO BEAY cMU w/ Ra BAR AND 31X)0 PSI GROUT DvISION 5 - METALS RI A FTR JM0 STEEL FRAYING ►IENBFR 05310A STRUCTURAL STEEL DECKING i�pi� o 1 �WtL fTEL �GAUWAS i TED o.C. :� 055001 BENT STEEL PLATE G RA sin ROD AND PLATE ASSEMBLY 11 'A 'A PPPApA►N'ESTAI CONCRETE FILL 1 AIR PN UAIR� 87 :8 �PRREFINISFED ALUMINUM ORNAMENTAL RAILING 05720 :C AP IITED°f 1&M RAILING p06100A FIRE TREATED, W(OOODDp�BLpO�CIaW. O61OO.B WOW SHIM. 06100. `'�REA?EO! EX1 OR_G PL'YMEATHING. 06400A ARCHITECTURAL PLASTIC IIJaINAJE CJPNET 06400.8 SOLID SURFACE COUNTER TOP w/ 4 BACKSPtASH (NOT Ct�' AL WATORY 06400.E PGRADE WOOD TRIM- GEOMETRY AS NOTED 8 A � WINDOW OOL 06400J PAINTED AIMED 2X CEDAR FRAMING :u AN"iN SHAPE 06400.1 PANTEI AHED CEDAR BOARD 06515A SYNTH MARBLE COUNTER TOP W/ 4' BACK SPLASH oMSION 7 - THERMIAL AND MIOISi1JRE PROTECTION p0711 12 "AADBIRMATER PRDOFIIG 871 . S'NSTEYLT MAT FABRIC 0771'311 2� X 24' ACONR(ITE PAVER mYRFTE INSULATION. 07210.0 R-19 Y FCEDNS�FM BATi INSULATION. APOR 001 V IN & M SYSTEM - ADHERED J077 531., B TTA�A{PERED POLYISOCYANURATE ISULiTION 711: POLYE�RAtTEC�OFSI�ATxltl OR2 ill 0 762 METAL FLASHING _ WM K MIN �ORWIIMP! PANEL 01820.E PAIRED ALUMINUM (XZNAMEMAL BENT PLATE 07620.F PLANTED ALUMINUM( ORNAMENTAL R,04NG W/DRP EDGE AND CONT. CLEAT 7920: N41iER OJT -OfF MASR�FORII�D JOINT FILLS AND SEALANT. 0611DA SM DOOR. pppRATED. 11 A HT1 µD RAL 0 BOOR AND Rd - FIRE RATED PIA ALUM **W DOOR 08550)1 AALUMNNNUM CLAD W LAZED PATIOA ENCH DOOR. 08550.B ALUMINUM THRESHOLD. � AALU►wIix1M $ �, II TACr4tNENTAND"birEN400sar � B 1` RED 9VSUA.ATING GLASS 1 DIVISION 9 - FINISHES A . 09230,Ag -REI FORCED CEMENT COLUMN UHM 7 I 8 �X�G�YP WAGROOF NR & VAPOR BARRIER. X BOARD SUSPENDED CLUNG 0 SOFFIT FRAMING • � D.C. 091 0 18 O.C. 00p88gRV v�FOANN 0 15' O.C. 09BO:H �� x La 091 IME BRW MOtEOULE 0 ELVISH PLANS 1 : COLOR LANp � 11: 1 i s I 2 'uYY -NI IMAUISTIGL�( XI4Gw IBS ENSi0NS5 5TEM1 .B NT 11i�MSi STRP ONN680A CARPETING• SEE INTERIOR FINISH PLANS NO FLASH SCHEDULE 09910a R TOP W/ 4' BACKSPLASH 10 - SPECIALTIES 10200A METAL LOUVER, PANTED TO MATCH FtIC10 DNISION 11 - EOIAPMENT NOT USED DNIM 12 - FU RNMI1IiCS NOT USED NOT USED DNISIDNN 1��4��- ppVERTICAL TRANSPORTATION y/�� 14240 B IJTERMEDIATE�SUP A REGUIfD 14240.0 ELEVATOR HOIST BEAM 14240.D STAINLESS STEEL ELEVATOR DOOR AND FRAME. N W c LU f-w� Co z JO �LU LU j E � CO iF a 04720.D L 04720.6 N Z I� w w U i I tr n ELEV. 153' -8" 06100.0 0481 OIL � 07531.0 04810. 07531A MATCH LINE������������ 0540OA(6- 16 GA) 1 07531.E i 07210.8 07920.8 07003 04810.E JOIST BEARING ELEV. SEE Nil 07 O.B 07270A 05310A STRUCRAL I I 52 OA D GS.� 0472 A 04720 8 11 n' 0472 .B 09260A 05120A •� 0792.B e 07210.E I ' '� 07210.6 0540OA(6" 16 GA.) 0410 , 08550'0 8J 1 1 , Y 09253A 04810.E % 0472 08800.6 08550.0 07210.E 05500.A ;, 09260.8 0472 ` -� ;, 07920.8 09260A AP 07920.e 04720.8 08550.D T Al 08550_C 07920.8 0481 .L i'- t01/1" i 1 e. 04720.D t' -!3• 100 1'_s I 00 06400.1 Of] 171 t-rf_ 079263 d7 �O. SLOPE 06100.F , ♦ � ELEV. 145' -d' 1 A 04720. SECTION .:;;, 09260. 402 NTS 04720.6 w 0540OA(6 16 GA.) 0481 O. bo 07 O.B h" 07920.8 b 7g :F 872 4' 46400.1 04720.8 �0 1 le 04720C 04810.E '` 06400.H �. 1� ' 0855 .D 0885800 .e 07 A 04810. w t792 0721 .8 0540OA(6 16 GA.) 04810.E 04810.) 06100.E /� t .06100.F 672 .CD I 05500.E 04810.E 04810.1 1 09260. 1 .F 03300. SECOND15 FLOOR Will 4" 0727. 05400 A(6" 16 GA) 7620.G x, 0727 A '�' 04810.) 04810.04810.1 07620.8 \A I ,er . N 0925 A <: ,. 07620. 04810.0 {4� 07720. �,, 0531 OA ' 07531.0 d7133.0 04810.C(4� , ` 05, 20A 5,g' 07133.E 07133.8 N 03300A 04720.8 I 07133.0 07133. I ` ' 04810. 07531.8 7 FOURTH FLOOR `~" '� - -- 09260. 047203 111h• r_� ELEV. 140' -8 [to .. is SECTION LIGHTING; 04720. 072,4.E I ` - 402 NTS SEE ELEC. 04810.E ' ' 0540OA(6" 16 GA) 0472. .�_ 05310A 07920'8 0481 .J 1 �11 05500.F 07531 A 07531.0 0550o.G 08800.0 P 07 O.B 05120' j 03300. r - 05500.E 05120A 07531.8 0472)A 0472 06400.1 04810.F .B w 3' 07 O.B 05500. 05 00 (6" 16 GA) I 05310-A 0481 .F 07720. 0721 d.0 ,, 06100. F + 07920.8 07 0.6 09260A 47210.E 05700.6 '4 0792 .8 �' 07 0.6 r_d 0531 OA � 05120. i i 05400.(6" 16 GA) 09260. 0472 A 0472 .8 ` 061OO.F 09260A 09260.8 5' -td 47920.8 1' r .:• 09260.6 LIGHTING; 04720.6 4481 .F EXTERIOR SEE ELEC. 0481 .8 0481 .F 07210.8 05400A(6" 16 GA) 07531.0 AT STEEL PLATE 0792 .B 08550.0 I I 09253.A(TYP.) r I ASSEMBLY 07920.8 0oSS55550U 07210.E(TYP.) i 07920.8 lbo N. 07531.D I I � I 07620.E ` COLUMN BEYOND 064OO.H 07620. 06100.E B 07 0•B 1 I 07620 � •� t= 15120. 04720. .1 09260. • 047203 0540OA(6" 16 GA) I 07620.E 0855 .B F ,. 87 2 .g 721.8 4" 079202 06400.1 EXTERIOR ` 1'-d ,n 07922O.B 'law � r 0855 07 0.6 .0 • o2 SECTION 0472 .0 I 061OO.F 05500.E I NTS RABB 0481 .F THIRD FLOOR 07210.8 • '. ELEV. 128' -8' 04810. . 03300A 6 05310A I FIRST FLOOR ob I 05120. .� EID. 100' -0" 04720.0 1 /�' irl J �« NOTE: NOTE: .:. 072, OA TYPE X GYPSUM WALLBOARD TO BE (CONTINUOUS TYPE X GYPSUM WALLBOARD TO BE CONTINUOUS I •;: ; `� }: 0472 A FROM FLOOR TO DECK ON THE INSI E WIDTH OF FROM FLOOR TO DECK ON THE INSIDE WIDTH OF • 0481 .J = 09260A ALL EXTERIOR WALLS ALL EXTERIOR WALLS ' '-- f NOTE: NOTE: ' �•. ' '' ' ; 033OO.B 0481O.F 07210.E DIMENSIONED ARCHITECTURAL CAST STONE DIMENSIONED ARCHITECTURAL CAST STONE ` 05500. 05400.(6' 16 GA) ENGINEERING, FABRICATION AND ATTACHMENT IS BY ENGINEERING, FABRICATION AND ATTACHMENT IS BY ' `'' > ` e "•. % ��� ����������� = = == =MATCH LINE THE DIMENSIONED ARCHITECTURAL STONE SUPPLIER THE DIMENSIONED ARCHITECTURAL CAST STONE SUPPLIER ., •' 2 Wall Section 1 Wall Section 402 3/4" =1' -0" A402 3/4 " =1' -0" Keynotes DMSION 1 - GENERAL RET7Uli£MDO i.t BY �T> CONiRACT' 12 SPECIF RAT10N5 S 18 DB IV S ON FORUM. DIVISION 2 - SREwORlO SWAM 60a F I L L "SI DMSION 3 - CONCRETE IM ELFFSTI 03360A SEALED CONCRETE DM514N 4 - MASONRY JJA � IM ARCH STONE 1 TO op- NT EACH DIRECTION. 1 ONT DI RE,al0 A.C- V ERiiCALLY. 1 nnES 1sa� -Y 60MAPS DIRE 3, DRIP EDGE 0484$$;t M` YAR I Ot. 04810.K VFERTICAL JOINT W BACKER ROD A SEALANT. SOUIX 411 :M FACE f BOLLIX M � OR APPROVED E 04810.0 F4CE BRICK SOIAx CITY DUNES GREY VELOUR OR APPROVED EQUAL 04810 :P a BoNO BEAY cMU w/ Ra BAR AND 31X)0 PSI GROUT DvISION 5 - METALS RI A FTR JM0 STEEL FRAYING ►IENBFR 05310A STRUCTURAL STEEL DECKING i�pi� o 1 �WtL fTEL �GAUWAS i TED o.C. :� 055001 BENT STEEL PLATE G RA sin ROD AND PLATE ASSEMBLY 11 'A 'A PPPApA►N'ESTAI CONCRETE FILL 1 AIR PN UAIR� 87 :8 �PRREFINISFED ALUMINUM ORNAMENTAL RAILING 05720 :C AP IITED°f 1&M RAILING p06100A FIRE TREATED, W(OOODDp�BLpO�CIaW. O61OO.B WOW SHIM. 06100. `'�REA?EO! EX1 OR_G PL'YMEATHING. 06400A ARCHITECTURAL PLASTIC IIJaINAJE CJPNET 06400.8 SOLID SURFACE COUNTER TOP w/ 4 BACKSPtASH (NOT Ct�' AL WATORY 06400.E PGRADE WOOD TRIM- GEOMETRY AS NOTED 8 A � WINDOW OOL 06400J PAINTED AIMED 2X CEDAR FRAMING :u AN"iN SHAPE 06400.1 PANTEI AHED CEDAR BOARD 06515A SYNTH MARBLE COUNTER TOP W/ 4' BACK SPLASH oMSION 7 - THERMIAL AND MIOISi1JRE PROTECTION p0711 12 "AADBIRMATER PRDOFIIG 871 . S'NSTEYLT MAT FABRIC 0771'311 2� X 24' ACONR(ITE PAVER mYRFTE INSULATION. 07210.0 R-19 Y FCEDNS�FM BATi INSULATION. APOR 001 V IN & M SYSTEM - ADHERED J077 531., B TTA�A{PERED POLYISOCYANURATE ISULiTION 711: POLYE�RAtTEC�OFSI�ATxltl OR2 ill 0 762 METAL FLASHING _ WM K MIN �ORWIIMP! PANEL 01820.E PAIRED ALUMINUM (XZNAMEMAL BENT PLATE 07620.F PLANTED ALUMINUM( ORNAMENTAL R,04NG W/DRP EDGE AND CONT. CLEAT 7920: N41iER OJT -OfF MASR�FORII�D JOINT FILLS AND SEALANT. 0611DA SM DOOR. pppRATED. 11 A HT1 µD RAL 0 BOOR AND Rd - FIRE RATED PIA ALUM **W DOOR 08550)1 AALUMNNNUM CLAD W LAZED PATIOA ENCH DOOR. 08550.B ALUMINUM THRESHOLD. � AALU►wIix1M $ �, II TACr4tNENTAND"birEN400sar � B 1` RED 9VSUA.ATING GLASS 1 DIVISION 9 - FINISHES A . 09230,Ag -REI FORCED CEMENT COLUMN UHM 7 I 8 �X�G�YP WAGROOF NR & VAPOR BARRIER. X BOARD SUSPENDED CLUNG 0 SOFFIT FRAMING • � D.C. 091 0 18 O.C. 00p88gRV v�FOANN 0 15' O.C. 09BO:H �� x La 091 IME BRW MOtEOULE 0 ELVISH PLANS 1 : COLOR LANp � 11: 1 i s I 2 'uYY -NI IMAUISTIGL�( XI4Gw IBS ENSi0NS5 5TEM1 .B NT 11i�MSi STRP ONN680A CARPETING• SEE INTERIOR FINISH PLANS NO FLASH SCHEDULE 09910a R TOP W/ 4' BACKSPLASH 10 - SPECIALTIES 10200A METAL LOUVER, PANTED TO MATCH FtIC10 DNISION 11 - EOIAPMENT NOT USED DNIM 12 - FU RNMI1IiCS NOT USED NOT USED DNISIDNN 1��4��- ppVERTICAL TRANSPORTATION y/�� 14240 B IJTERMEDIATE�SUP A REGUIfD 14240.0 ELEVATOR HOIST BEAM 14240.D STAINLESS STEEL ELEVATOR DOOR AND FRAME. N W c LU f-w� Co z JO �LU LU j E � CO iF a C8 N Z I� w w U i U SlxvcWW BNOgi ccn LYNCH, HARRISON, BRUMLEVE s�sdoV p#ikAwm= (]l� 7bb207�na 4G203 Sc" Drawk4w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the budding, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for fun performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dral" mu Transverse Building Section RaNakonsr bow Date W c LU Sam Co z JO �LU LU � cc ca � CO V a V � Sc" Drawk4w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the budding, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for fun performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Dral" mu Transverse Building Section RaNakonsr bow Date Drape By Chocked By 03/10/06 Sam RRS Certified By: AR Drauft Number. A402 Project Number. 25429 r+ a Cr M r-h CD CD M. 0 04720.0 1-5, 04720.6 CN&sd By MATCH LINE Sam RRS 1 .... Q J 04720.D t' -$ MISSION m V 04810.E SLOPE CS0z M =M M 011100 111111111110 04810.E F O • ELEV. 155` -a" U I SLOPE .. ELEV. 153 -8 a4810A tt 04810.E 07270A 05720.0 1 1/2" TUBE I I 06100.0 N 09253A 05310A I ANCHOR AT SIDES 092535 0481O.A MATCH LINE = = = = t t h• 054005 04720.8 05120A TO BRICK MASONRY; 07531.0 04720A 1 (6" 16 GA) I 4 LOCATIONS 07531 A t I 07531.0 TOP.IRAJUNG 054005 07531.E w t I ELEV. 31 -6 AFF (6 16 GA.) 4wzi 07210.6 07531.A 04810.E t -to/t .8 07210.8 I 07531.E 07210.E 05720.0 3/4" TUBE I " 04810J 09260A W. 4 MAX. SPACING 04720.5 04810.) i ( 04810.E JOIST BEARING 0481 { 07210.E JOIST BEARING t { 07270A ELEV. 150' -9" SLOPE STRUCT• .F 05500A 0540OA(6" 16 GA) ELE 151' -7 1 / ! 09253A I 09260A 04810.F ,:, 142'-8* ELEV. 0531 OA - 04810.E 07270A 05500A 092605 04720.0 n 04720.8 051205 0792 .B 04720.6 054005(6' 16 GA) 092535 053105 I - 048105 ; 0721O.B 04720.6 t t/t 051205 07920.8 0721 O.E 08550.0 � 085550;6 08 5•c t' -d 07920.B 047205 j I 04810.J RAILING AT SOUTH CRENULATIONS ALONG TERRACES ' I 08800.8 08550.0 092535 07210.E O792Q B :.. 0721 Q.E `` 04810.F I 047205 2A SECTION 055005 09260.6 1' -d 04810.) f t � 403 NTS 092605 04810.E 07920.8 ol 0640a.H 055005 I $ ;C 0792 .9 d 07 0. 092605 088 NA j 07920.6 07920.6 I I I A i 06100.F 08550.D 06400.H 04720.9 '' 08550.0 07920.8 04810.E 07920.6 • 0 7 20. 04720.8 092605 Y _ A 1 5• 1 0481 .L 1 0540o5 s 16 GA. 74 047205 04720.8 - 06100.E g28p A " 854005 6 16 cA. _J I 04720.0 I i I 0481 , 0481 a.F SLOPE -- .J 05500.E 07920.8 $ 07 20.91 io 07210.8 0640O .H I 0721( B 08800'6 ! HERB n •� EID. 144' -4" 0481 A 07525 l I I I 092535 0481 A 0481 .F 0481 A FRI 03300A � 06400.H �/ 070. 06100.E SE 2A/A4( t 07270A 6 16 GA) 0855O.B RAB9 D SECOND FLOOR 033005 FOR RAILING 3 d 04810.E E11/. 115' -4" 07920.6 • d 079'20. ,� 04810.E r SECOND FLOOR CRENULATIO , 048105 076205 0481 O.J I 07531.0 s {: ALL EV. 115' -4" 047205 06100.E 1 A EXTEND UP AND 03450. 0531 OA 04720.8 ' A " 854005(6 5402 0727 A UNDER SILL 051205 04810.F 16 GA.) t t/t 4`,' d 74 053105 �' 092535 ._ 04810.E 04810.1 7133. 0481 O.C(4'� 9' 07620. Q E 00 03300A 0472 r ,:,' - p792p g 4 07 20.8) .�t 5120A 07210.8 � 04810.0 {47 07133.0 07210:6 064OO.H I 57531.0 07133.0 I 0762 .G I �, • 05500.E :H t' -d 048105 0481 .J - -- 092605 08550.D 04810.) 07133.6 FOURTH FLOOR 05500. 06100.E 092605 - . ELEV. 140 -8 ' -d ' •.:: .'' " 04810.E �'` ' i 07210.E 061 OO.F ' I 047205 � 05500 554005(6' 16 GA) 0472O.0 %0 RABBEfTED FOURTH FLOOR 04720.B 07210.E I / I w ..� .. .. ELEV. 140'-80 04810.E " 1 05400.A(6 6 GA. 053105 07 O.B 1 • ` 05500.E 07925.6 07920.8 07920.6 07210.6 07210.F(SECURE) 047202 06400.H 08550.0 07531.6 Q550a.F 051205 05120A 0481 .F 07 O.B b, 047205 ! 06400.H 04810.E 07210.E 04810.E 07270A r 04720.8 04810.E �' /- 07 20.6 055005 I 05400.A(6" 16 GA) 07210.0 I '` ' 09260 092535 053105 j 04720.8 06100.E 04720.8 t 05120A t /i' 06100.17 05500.D I 09260A x721 O.E •+ _ �. tic b 07210.E a54005 s 16 GA. { ) ` 07210.E t' 054005(6" 16 GA) 0481 �.J -� 047205 09260.8 0472 A 04810.E 04810.) t I '� 047202 09260A 055005 04720A t I 04810.E 04720.8 0792 B �' 0792 .B 055005 09260.8 092605 04810.F I 07210.8 0540OA {6" 16 GA.) 0855 .D 8 a7920.B 1 07920.8 ( i 08550.0 09253.A(TYP.) p0g8gg5p5pp0,0 07920.6 08550.D $$� a792Q.6 0855QA 08800.8 07210.E{TYP.) o8550.c � I � 07920.8 1 r NOTE: TYPE G U WAL.LBOAR TO BE CONTINUOUS NOTE: 1 d t' -d TYPE X GYPSUM WALLBOARD TO BE CONTINUOUS FROM L DECK ON E INSIDE WIDTH OF I 06400.H FROM FLOOR TO DECK N THE INSIDE WIDTH OF «s ALL 1 ALES go ALL EXTERIOR WALLS � NOTE: 1 0792Q.8 r NOTE: 07 20.6 II DIMEN 0 CHITE CAST STONE ENGIN RIABRICAT ON D ATTACHMENT IS BY ! DIMENSIONED ARCHITE RAL CAST STONE 061 OO.F ENGINEERING, FABRICATION AND ATTACHMENT IS BY THE DI E ' ED ARCHITECTURAL CAST STONE A I THE DIMENSIONED ARCHITECTURAL CAST STONE I SEE 5/A412 FOR RAILING SUPPLI R 04720.8 04810.) SUPPLIER 0640O.H 1 092605 O 07920.13 ATTACHMENT I 06400.H 07 0.6 I 07920.8 07920.8 05400A(6" 16 GA) I 06100.E 061 OO.F 0481 �.J ;' 05720.0 I 055001 1 04720.B 092605 04720A 07210.8 ; ' SEE 5/A412 04720.8 09260A 04810.J I 1 0350 A I 07210.E FOR RAVING ATTACHMENT N 07210.B 07210.E 048105 RABBETTED THIRD FLOOR 04810.E Lis 05400A(6" 16 GA) 0481O.F 054005(6" 16 GA) • .. • '. - : ELEV. 128' -8" I ^^ : •� Ar { " 033005 omp 04720A FIRST FLOOR THIRD FLOOR %0 03300A 07210.6 I 053105 4• EL.EV. 100' -0" '. ELEV. 128' -8w 047205 FIRST FLOOR 048105 1 A 04810.E - .. • :.. • .. , ELEV. 100'-0* 5402 ' � 7210A I I 07210A •.. •. /yam I I 09260A I - • '' • - . • 07210.E MATCH LINE 3300.8 v v O- o54oQA {s 1s GA) I 03300.8 r " 11= 111 -11 =1 11 =1 11 =1 11 41 11 =1 11 =1 11 =1 11 =1 11 =1 11= MATCH �INE 4 Wall Section 3 Wall Section 2 Wall Section 1 Wall Section 403 3/4 ° =1' -a" 4U3 3/4 " =P -0" 403 3/4 " =1' -0" 4U3 3/4 "= 1' -0,. Keynotes DIVISION II - GENERAL REQUIREMENTS 4TT 1.1 9f TH 12 THESE ARE BA SPECIFICATIONS S 18 DMSION FORMAT. Crr K DMSI4N_ 2 - SITEWORK 023MA FINISH GRADE OAR 91] EMABGRADE APOIj- BARRETi. AR GRANULAR 02820A FOUNDATION DRAINAGE rat 02751A CONCRETE SIDEWALK. ffim DMSION3 - CONCRETE MA ABPoC o33eoA sEAIFD CONCRETE 04720A DIMENSIONED ARCHITECTURAL CAST STONE .1 W X78'' 047201 CAST CAST STONE ACCENT E>IMS 0481 18, FA 0, 1 Q• O.C. EACH DIRECTION. 048100 HORIZONTAL JOINT RE1.fORCEMENT 0 18 O.C. VERTICALLY. 4;$ L!MWT11,ALL IuI+I►° GwI ►i "s sD1I Ecnal 04810.H CAVITY DRAINAGE MAMW 18J WMCA 0 18 O.C. AR 1 X VF_RTiCAI JOINT w BACKER ROO R SEAUNT. 048101 FACE BRICK: SOIAX CITY DUNES GREY SMOOTH OR APPROVED EQUAL 18 8 8 ��QEQUAL DIVISION 5 - METALS 111A STEEL FRAMING MEMBER A [Me STEEL DECKING S"o a &SRS. FW 0 MPGANOUG�°ASS* 1 D.C. ELEVATOR SL.L SLT WSPLATE iEtL rr inwna+ OppSM��Op00p.G $S��TRRUUCTURAL STEEL ROD AND RATE ASSEMBLY 05511..AA MET PAN STAIRS, __CONCRETE FILL 1 LAL PAN IR KwA IIN('r pp��7772�pA,gg Mgpp ALU1INUM (ORNAAENTAL RALM 05720 C PAINTED METAL AAL RAILING WSION 0 - WOOD AND MASTICS 081QO.A8 FIRE T TyED WOOD BLOCKING. 11 11 F P�C#iADE �YNC)ODTHIrG. 10o N 0�W 06200f W A ARCH '�� ml W/ 4'��CJ�PI ASH ff.) S ER T TOP WITH INTEGRAL LAVATORY AS PAO r WOOD EDM� 'P IMiD0�0011EfiZYE ISIS NOTID AIN F WMNOOW STOOL I.:GH P AIN 2X CEDAR WOOD FTRAMM 'NN 0 NNED MW W 06815A MARBLE COUNTER TOP w/ 4 • BACK SPLm OFASION 7 - THERMAL AND MOISTURE PROTECTION WATER PROOFING T RT FABRIC )AVER FIBERROLYSTYRENE INSULATION. BATT INSULATION. k^ WMU _ Ar*rWn R20 EDGE AND CONE CLEAT 879205 WCUT -0 F WITH �FORIED JOINT FIL R N� SEALANT. 08110A STEEL DOOR. 081103 STEEL DOOR - I T�rHpE�RpMA�LppR(A�TED. i,HC ��1YOOD DOOR A o RA -FIRE RATED 008a4381A PREtiNISHED INSULATED MET 1�i DOOR I 4 �,gg AL111A4UM) UM A PATKt/FRENCH DOOR. 08950 C ALUTArUM CLAD WOOD 1MNDON LIT ANDEEIM 400 SERES OM.D & IM A pCLpApD� OPERATOR "NDOW AJTACH►a!T ExTE MM AB 1 • �T'NG I TM GLASS 088O0.0 114 TEMPERED GLASS ON F I DM-,gM 9 - FINISHES p0922300A - REINFORCED CEMENT COLM 0928011 8 x GYPS SLIM NR 0 VAPOR BARRlt7i. 0928850 8 r58 • GYP. BLIARD oN STEEL SUSPENDED CEILING Nt SOFFIT FRAMING Mole 09250.F 7 B- Z" FURRING CFIANMEL 0 18. O.C. 092o0.G G 00991 J t z "cEMarrANICETS 00.1111 l St W BOARD 09265A SHAFT WALL ASSEMBLY 091 Q1 PDXY� 111; _sEEN�LE Ac FN5F1 PLANS 0931805 POLYMER GROUT milli 8V,W1 COL T LA II� CE!<1JG SL WDISION SYSTEM N ACOUSTM CEILING SUSPENSION SYSTEM STRIP O WA �ET INTERIM FINISH PLANS AND FINISH SCHEDULE Sulu fT COUNTER TOP W/ 4- BACICSPLASH �10��10 - 10200A METAL LOWER, PAINTED TO MATCH BR KX DMMN 11 - EQUIPMENT NOT USED NOT USED NOT USED DIVISION 14 - VERRTM TRANSPORTATION ply 14240AB 2W-111 EDIATEH�PM REGU� 14240.0 ELEVATOR HOIST BEAM 14240.1) STAINLESS STEEL ELEVATOR DOOR AND FRAME N W CN&sd By LU Sam RRS <Z .... Q J LU MISSION m V Q CS0z O M W F O U St ducat LYNCH, HARRISON, BRUMLEVE ssovt�.sm.. hai�oa 46300 0177 ems These drawings ind the aner pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for ful l performance and completion of the requirements of the Contract. On the bass of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w.wn nn« Transverse Building Section RavbloMatr bm Data W CN&sd By LU Sam RRS <Z .... Q J LU MISSION m V Q (� O M These drawings ind the aner pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for ful l performance and completion of the requirements of the Contract. On the bass of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w.wn nn« Transverse Building Section RavbloMatr bm Data Darn By CN&sd By 03/10/06 Sam RRS C.rtt W or. AR A403 Project Numbert 25429 :3. rf a >y N CD CD CD CD 3� $ ■k . , t $ 01 ' 1 Ir� :1111 1 .1 0111_ S ■I 71 1 f1 1111 ; ;BIN , 1 1' .1 $ ;■1 01 ■t I .BIN III ' �I� -- 011111 072101 E VIII SIN T 01NF I 011 NI slll c 092603 111 , ; ■t 1• :1 : 9 s °i •_•SI 1 . 1 ' 1 11 . • :BIN r 1 1 , f ° ■E ■B 1 1 1 ; ■F 1 01illl /• •1 ' i .LAIR , /1 1 11 S ; ■1 ( � ■I 1 • : 1 . :1111 -�1 - �-�• ,, 1 .1 �w ; ■I 1 11 Imlj� 1 1 �.� �1 ♦L ■I a 1 :f , ■I 1 1 1' •.1 110$'1 072101 / 1::11 1 1 1 / 07920.B 1::11 TYPE GYPSUM WALLBOARD TO BE CONTINUOUS Emilio EXTERIOR i 1 / 1 1 1 . 1 1 / ' "ENT IS B", ENGINEERING, FABRICATION AND ATTACHMENT IS BY STONE THE DMENSIONED ARCHITECTURAL CAST STONE Emilio 1. /1 SUPPqER 1. 11 'rA1C.�_� ■I f 1 - 1. 11 �- 1f"4 _ 011T , 1 ,• •, t ;Iwsl�. ,.: 1: • 1 i ■1 jam' -�i I 11 % I■ "jn � 1 S ■r 1 it 1 1 .pI r S�,v 00 '. \ f !IN « %1t ` ,• .1 1111' .`� - 1 1 i OIl� ` 1 �Mt 1 1 1 (� _ 1 • :1 I SIN `I' ; w� 1 1 ; ■F 101. 0 ;it '` I ;III „ S 011■ \� 1' 1 1 S�1 U 11 : ' �t ` 1 1 1 01 �6 ♦ - / 1 1 . � � Ill // f � ■B 1 1 at '01 all all lot at Is • ■k \ • ' �i 1 01 11 ■I ' E 's■ll I 0111 �ta 1 f IYFr ` I I I I :a ` NI � �i 's i� \ at NI 11 at NB ;!� ` 11 ; 's It \ +� >r > 01 M6 ■I i1 i Section Wall • • • / 1 0$'i �''i 1 i 1 1 Keynotes OMSION 1 - GENERAL REQUIREMENTS 1.1 BY TH 11 spa � eomI MSONTHWRC08NWSTRUCTK DMSON 2 - SITEWM 12 02300A FINISH GRADE 023001 MAftBCRADEVABARRER 02620A FOUNDATION DRAINAGE 02751A CONCRETE SIDEWALK. DMSION 3 - CONCRETE MA Q ��NOATON 03MAC% SEALED CONCRETE 04720A DIMEINSONED ARCHITECTURAL CAST STONE � F8* SYSTEM 04720.E M STONE ACCENT BLOCKS 1 A FACE N M0,0 1g O.C. EACH DKM. 10.0 HORIZONTAL JOINT RE 1DRCEMENT 0 14 O.C. VERflG11.LY. 15 1Cw kHTs s°�IPCcE rA J V 0 16 O.C. i 1 RTICAL JOINT W/ BACKER ROD 0 SEALANT, 048' $0L FACE BRICK: SOUOL CITY BRp(. DUNES G SMOOTH OR APPROVED EQUAL GROUT 0481 :P FBA - W CtwTl/f �, EIQUAL AL DMSION 5 - METALS MIA IM e STEEL DECKINCNG MEMBER J1 �L E Nr0 GVGE GAl1GE AS NOTED O.C. �� iN�iraWh SIZE 0.1 6 � TOR E lL SU��ORT� ESrEEL PLATE 1 F 0p�5M5pMpp.G STRUCTURAL STEEL , R iyN O- D AND PLATE ASSEMBLY 05511A 4ETAL UAAP N STAIRS CONNCREM FILL NRwAU_ RAT. 057Y�0Ag ��pppppp kLUNLN ORNAMIXAL RAILING 020.0 PNNTEDMMA RAILING pD��MSION 6 - W= AM PLASTICS p0�61p0pp0p A Fl TTT�� WOOD BLOCKING. .8 wow 06100 /4' FATE EXTERIOR�IIPF Y�AWOTMOD�SNEATHINQ 4BACKSPLASH H INTEGRAL LAVATORY 08613.11 SYNTlM MA1I lE COIXTER TOP w/ 4' BACK SPLASH MI 7 - THERMAL AM MOISTURE PROTECTION 07133J1 "�A MCAT PROOFING 13;1 1 p AL.PN TER FABRIC IA 2 4 M POL`fSTYRENE INSULATION. 01 R -19 UNFACEEDD � FM BOATT INSULATION. VAPOR 603 AIR II TRATION ER IA 7 i B T 9 11 m�py� BOARD EALANT 076 1 � 1TE�SrI&LATION R20 078 P WALffNN Al MENTAL BENT PLATE 176 2R_F P AL.UMNHUAI NTAL w/DRw EDGE AND CONT. CLEAT 7720JA1 RQLI INNNIJ l �WI�am 0;2 fffmiTH BACKER FiW 077920.88 SEALANT JOINT. 87D22OA �CUi -0 MASTIC. PREFORMED JOINT FILLER AND SEALANT. DIVISION 8 - DOORS AND wlNOOwS 08IIOA STEEL DOOR. 0811003 STEEL. DOOR - THHOUApL RATED. I 3.A W ��M�Ob DOOR AND iR� _ FiRE RATED 08351A PREFUNSHED INSULATED METAL GARAGE DOOR °O8 a1 M L El;Q%fiWPATIOMW0 DOOR. 08550.0 ALLIMIN UM CLAD WOOD WINDOW LUIS ANDERSEN 400 SERIES 08.711.0 AAA CLAD OOPS TORS ATTACIUM DI TEN" .8 IINTING GLASS MM .0 114 TEMPER MASSE 080 u INSAU, Gr D)4M 9 - FINISHES 0�g9230,Ag po NFOR CED CEMENT COLUBBN THING 09 1 x MAGYPS i OOF NR N VAPOR BARIBER 09260 8 5 II x GYP. BaARD sTEa sL1sPaNOm CoLxNG a SOFFIT FRAMING �AL Or 09260f 7 FURRING CHANNEL 0 18. O.C. 09 80� � TRACK !2 O.! 1 2 CEMENT�BOE�ARDC�G 09K GYPSUBB OAMINIG 0996655:A SWIFT WALL ASSEMBLY MA g 11 SEE NISHN LE Nt FINISH PLANS 09310.0 3,C PO 1 MER GROUT 09 QQS 1 8 SEALANT 1 2 V4N i MT� �iON SYSTEM U95 1 18�n�STRPAC0U5T1GL COILING SUSPENSION SYSTEM 09680A CARPETING• SEE INTERIOR FINISH PLANS AND FN% SCHEDULE 69751A GRANITE CiIUHTER TOP SRI ._ ff COt1NTER TOP w/ 4' BALI PLASH �a 1P0�n�t17- 10200A META LOUVER° PAINTED TO MATCH BRICK OMS10N 11 - EXF!M RT NOT USED DIVISION 12 - FUR III IHGS NOT USED DNM 13 - SPECIAL CONSTRUCTION NOT USED DMSION 14- VERTICAL TRANNSIOMATIO N 1420UYD&S43 U ) W& � 1424O.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AND FRAME N H It r CS a� h z W U V) pQ A F 0 U Sft tuW Ensinam LYNCH, HARRISON, BRUMLEVE p1MM,M S W Uj Z z w Uj .j W J 02 These drawings indicate the general scope of the project in terms a( architectural design concept, the dimensions of the building, the major architectural elements and the type o! structurol, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Drs%% nt W Transverse Building Section R�Msia►B: IBwO Dab Darn By O*ck0d By 03/10/06 Sam RRS CNKNW Br. .'/ AR 009 163 A404 25429 i i i•rl -� I I• 11 1 I� 1 1• 1 1 i At t Nt 16 11 1 ' " ! NO O 1 1 ; OF N 1 I NO ag `•T'ts ` `= 1 1 1 1 ■��__ : : .•:: , . tr t S./'1■I ` % 1 1 i f 1 t %Ili ■ • -- _ - ____ - .� A � 1 ;lN 06400.K 1 i/ ` `' 1 ice■ 01 all a , 1 ■ , .1 L at ' " ` ' � 1 OA 1 1 �_ �= i INr�� !%I iu� a����i 1 a.r, a 1 Ini NI a 09260.13 1i n �■ 0 09260.A nil - 1 •'1 - E Emilio 1 • , : _ _ if • G 1• 11 ~� 1 1: 1 1 1 •'f i� i. r ' ' '' ; r �• 1 1 - 1 I1 �� 0Ai � 1 1 - 1 �� � �IIII / �� ` ,NI • 1 11 y y ;111 1 1 • • ��`��� . at f L I, I 01UI \ • 0 14810.C(4") ' , ' ' .011 07620.A -' � �- � �_ , -. : '- + - _.- � �_ : - X =MM , /// � �� � �� J Jr :: it 1 1• ,f 1 1111 ��- ; ; ; 1 1. . .... , ,� 1 ■I `_ _ _.�� 1 1 ` ����� ; 1 � � 1 1� �IYA . �:C����� � _ -- _ 'NI 1 _ - - ~ 1 , ; ■1 • ■E 1 •:1 1 1 : :I� It , �� ' i ` 1 f 1 1 1 • 1 1 I 1 1 1 I I 11 � ' 11N 1 1`0 : : in N , , 1 :■I,`� T • 1 1 . f l + T _ o o'111 , ` ■I �� f f • ., I ilNl ; , . , S SMC ` SINI !� ; ;III I - Ills a 71 : at %III I I - - Keynotes OMSION 1 - GENERAL REQUIREMENTS 1.1 BY TH 11 spa � eomI MSONTHWRC08NWSTRUCTK DMSON 2 - SITEWM 12 02300A FINISH GRADE 023001 MAftBCRADEVABARRER 02620A FOUNDATION DRAINAGE 02751A CONCRETE SIDEWALK. DMSION 3 - CONCRETE MA Q ��NOATON 03MAC% SEALED CONCRETE 04720A DIMEINSONED ARCHITECTURAL CAST STONE � F8* SYSTEM 04720.E M STONE ACCENT BLOCKS 1 A FACE N M0,0 1g O.C. EACH DKM. 10.0 HORIZONTAL JOINT RE 1DRCEMENT 0 14 O.C. VERflG11.LY. 15 1Cw kHTs s°�IPCcE rA J V 0 16 O.C. i 1 RTICAL JOINT W/ BACKER ROD 0 SEALANT, 048' $0L FACE BRICK: SOUOL CITY BRp(. DUNES G SMOOTH OR APPROVED EQUAL GROUT 0481 :P FBA - W CtwTl/f �, EIQUAL AL DMSION 5 - METALS MIA IM e STEEL DECKINCNG MEMBER J1 �L E Nr0 GVGE GAl1GE AS NOTED O.C. �� iN�iraWh SIZE 0.1 6 � TOR E lL SU��ORT� ESrEEL PLATE 1 F 0p�5M5pMpp.G STRUCTURAL STEEL , R iyN O- D AND PLATE ASSEMBLY 05511A 4ETAL UAAP N STAIRS CONNCREM FILL NRwAU_ RAT. 057Y�0Ag ��pppppp kLUNLN ORNAMIXAL RAILING 020.0 PNNTEDMMA RAILING pD��MSION 6 - W= AM PLASTICS p0�61p0pp0p A Fl TTT�� WOOD BLOCKING. .8 wow 06100 /4' FATE EXTERIOR�IIPF Y�AWOTMOD�SNEATHINQ 4BACKSPLASH H INTEGRAL LAVATORY 08613.11 SYNTlM MA1I lE COIXTER TOP w/ 4' BACK SPLASH MI 7 - THERMAL AM MOISTURE PROTECTION 07133J1 "�A MCAT PROOFING 13;1 1 p AL.PN TER FABRIC IA 2 4 M POL`fSTYRENE INSULATION. 01 R -19 UNFACEEDD � FM BOATT INSULATION. VAPOR 603 AIR II TRATION ER IA 7 i B T 9 11 m�py� BOARD EALANT 076 1 � 1TE�SrI&LATION R20 078 P WALffNN Al MENTAL BENT PLATE 176 2R_F P AL.UMNHUAI NTAL w/DRw EDGE AND CONT. CLEAT 7720JA1 RQLI INNNIJ l �WI�am 0;2 fffmiTH BACKER FiW 077920.88 SEALANT JOINT. 87D22OA �CUi -0 MASTIC. PREFORMED JOINT FILLER AND SEALANT. DIVISION 8 - DOORS AND wlNOOwS 08IIOA STEEL DOOR. 0811003 STEEL. DOOR - THHOUApL RATED. I 3.A W ��M�Ob DOOR AND iR� _ FiRE RATED 08351A PREFUNSHED INSULATED METAL GARAGE DOOR °O8 a1 M L El;Q%fiWPATIOMW0 DOOR. 08550.0 ALLIMIN UM CLAD WOOD WINDOW LUIS ANDERSEN 400 SERIES 08.711.0 AAA CLAD OOPS TORS ATTACIUM DI TEN" .8 IINTING GLASS MM .0 114 TEMPER MASSE 080 u INSAU, Gr D)4M 9 - FINISHES 0�g9230,Ag po NFOR CED CEMENT COLUBBN THING 09 1 x MAGYPS i OOF NR N VAPOR BARIBER 09260 8 5 II x GYP. BaARD sTEa sL1sPaNOm CoLxNG a SOFFIT FRAMING �AL Or 09260f 7 FURRING CHANNEL 0 18. O.C. 09 80� � TRACK !2 O.! 1 2 CEMENT�BOE�ARDC�G 09K GYPSUBB OAMINIG 0996655:A SWIFT WALL ASSEMBLY MA g 11 SEE NISHN LE Nt FINISH PLANS 09310.0 3,C PO 1 MER GROUT 09 QQS 1 8 SEALANT 1 2 V4N i MT� �iON SYSTEM U95 1 18�n�STRPAC0U5T1GL COILING SUSPENSION SYSTEM 09680A CARPETING• SEE INTERIOR FINISH PLANS AND FN% SCHEDULE 69751A GRANITE CiIUHTER TOP SRI ._ ff COt1NTER TOP w/ 4' BALI PLASH �a 1P0�n�t17- 10200A META LOUVER° PAINTED TO MATCH BRICK OMS10N 11 - EXF!M RT NOT USED DIVISION 12 - FUR III IHGS NOT USED DNM 13 - SPECIAL CONSTRUCTION NOT USED DMSION 14- VERTICAL TRANNSIOMATIO N 1420UYD&S43 U ) W& � 1424O.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AND FRAME N H It r CS a� h z W U V) pQ A F 0 U Sft tuW Ensinam LYNCH, HARRISON, BRUMLEVE p1MM,M S W Uj Z z w Uj .j W J 02 These drawings indicate the general scope of the project in terms a( architectural design concept, the dimensions of the building, the major architectural elements and the type o! structurol, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Drs%% nt W Transverse Building Section R�Msia►B: IBwO Dab Darn By O*ck0d By 03/10/06 Sam RRS CNKNW Br. .'/ AR 009 163 A404 25429 Sft tuW Ensinam LYNCH, HARRISON, BRUMLEVE p1MM,M S W Uj Z z w Uj .j W J 02 These drawings indicate the general scope of the project in terms a( architectural design concept, the dimensions of the building, the major architectural elements and the type o! structurol, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Drs%% nt W Transverse Building Section R�Msia►B: IBwO Dab Darn By O*ck0d By 03/10/06 Sam RRS CNKNW Br. .'/ AR 009 163 A404 25429 These drawings indicate the general scope of the project in terms a( architectural design concept, the dimensions of the building, the major architectural elements and the type o! structurol, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work. Drs%% nt W Transverse Building Section R�Msia►B: IBwO Dab Darn By O*ck0d By 03/10/06 Sam RRS CNKNW Br. .'/ AR 009 163 A404 25429 CNKNW Br. .'/ AR 009 163 A404 25429 r-4- CD CL Q M N N r+ CD ca CD CD N 00 07620.G -\ 05500.G , 88920.8 0 O.A � 20.6 04810.E � OA � 07620.0 t 07920.8 1 . 04720.8 04810.E � 07920.8 08410A J 3 Section Detail .405 3/4" =1 1 -0" I.11 III IN r tD:l AID IN IWLU, 1 In h0 , 06100.F 0926OA 07210.E 05400A (6" 16 GA. I 07920.6 061 oo.D 07531.D 07531 A 07531.E JOIST BEARIN ELEV. 151' -10' 0531 OA 05120A 0721 o.D 09260. 07210.E 09260.B I 07920.8 06400.H 09260.A I 07531.D AT STEEL PLATE 05500.E 061 OO.F ASSEMBLY 03300.A I R AYMENT 07531 A x F 07531.8 Iql 18 A402 07531.8 0512OA 061 OO.D C8 072103 z EXTEND OVER 09260A 7 „l. 061 OO.F q AN DOWN FACE �1 MATCH LINE (1 X 4) 0531 3A 0512 A U 06100.0 079 0.8 ra 4' -� 04790 A .q 09260.8 ;1 X 4) EXTERIOR )640O.M LIGHTING; 07210.D ---- SEE ELEC. 3 Section Detail .405 3/4" =1 1 -0" I.11 III IN r tD:l AID IN IWLU, 1 In h0 , 06100.F 0926OA 07210.E 05400A (6" 16 GA. I 07920.6 061 oo.D 07531.D 07531 A 07531.E JOIST BEARIN ELEV. 151' -10' 0531 OA 05120A 0721 o.D 09260. 07210.E 09260.B I 07920.8 06400.H 09260.A I 07210.8 06400.M 061 OO.E 07920.6 08550.1) 08800.6 D8550.0 EW 04810.E 05500.E 061 OO.F Sam 03300.A I R AYMENT 1'4 x F • N Iql � 07531 A 0512OA 061 OO.D C8 072103 z EXTEND OVER 09260A 7 „l. 061 OO.F q AN DOWN FACE �1 MATCH LINE (1 X 4) 04810A U 06100.0 079 0.8 ra )6400.L 07210.E ;1 X 4) 09260A )640O.M 0531 OA 07210.D ---- 05120A )64001 09253A ,1 X 10) )61 OO.E J )6400.M 07270A 09260.B 04810.J 04720A 064001 07210.E ii i RABBETTED = . 0481 + ■1'J� r 04810.F 05500A 08550.0 07920.13 . map r F�, � �1' 048101 0481 OA l�a.e RIRBATED 07210.8 06400.M 061 OO.E 07920.6 08550.1) 08800.6 D8550.0 EW 04810.E 05500.E 061 OO.F Sam 03300.A I R AYMENT 1'4 x F W 05310. I 05400..(6" 16 0512OA 061 OO.D C8 072103 z CV? 09260A 07620A 061 OO.F q 04810.) 07210.E 06400.E (1 X 4) 05120.A -� U 06100.0 079 0.8 06400.N )6400.L 07210.8 06400.M 061 OO.E 07920.6 08550.1) 08800.6 D8550.0 EW I MATCH LINE 06400.E 06400.H 04810.E Chr ed By 061 OO.F Sam 07270A 1'4 x 04810A W 06400.H I 05400..(6" 16 $ ORC 055000 C8 072103 z CV? 79 0.8 061 OO.F q 04810.) V) 05500.E Ln 05120.A -� U 04810.E 0330OA )6400.L 07210.E ;1 X 4) 09260A )640O.M 0531 OA 07210.D ---- 05120A )64001 09253A ,1 X 10) 0721 o.D \ )61 OO.E J )6400.M RABBETTED I MATCH LINE 06400.E 06400.H N 07920.8 04720A 04810.E 04810.A RABBETTED n THIRD FLOOR ELEV. 128' -8' b I C4 08361.0 06100.E 08361.8 08361 A NOTE: TYPE X GYPSUM WALLB01 FROM FLOOR TO DECK 0 ALL EXTERIOR WALLS NOTE: DIMENSIONED ARCHITECTU ENGINEERING, FABRICATIO THE DIMENSIONED ARCH SUPPLIER 03300A -\ 0721 OA NOTE: DIMENSii ENG EE THE), 5 Elevation Detail 4 Section Detail 2 Wall Section 1 Wall Section 405 3/4 " =1' -0" A4O5 3/4 " =1' -0" 405 3/4 " =1' -0" 405 3/4 " =P -0" 07920.8 08800.8 ,� 04810.F 0481 OA RABBETTED SECOND FLOOR ,&, ELEV. 115' -4" Y V - b472OA �- 0481 OA SOLDIER -- 0481 OA 05400.A(6" 16 072103 04810.E 07270.A 09253.A 04720A RABBETTED 04810.J 04810.E 05500A �- 06400.E Keynotes DMSION 1 - GENERAL REQUIREMENTS 1.1 rs IDCSORPOR/tI AIA 1s M° W: DNS TmTi E 0 &W1N SPECMTIONS IN DMSION FORMAT. VQOM 2 - STTEWORK 02300.A FINISH GRADE. ffil LWPCA&10 LLWt RER. 02520A FOUNDATION DRAINAM 02751A CONCRETE SIDEWALK. DM" 3 - CONCRETE MA JW I 03360A SEALED CONCRETE OMSION 4 - MASONRY 04720A DIIENSIONED ARCHITECTURAL CAST STOKE �7201 CAST STONE ANCHORAGE SYSTEM 04720.E CAST STONE ACCENT BLOCKS 11 ggA,gg FACE 0.8 =40 , 1Q• O.C. EACH DIRECTION. Q0481o.0 HDRIZaNTAL ,pwr¢RarfORCEMENT o 16 B.C. wAnau.LY. b c LIg "EI SS.SD' W EDGE 00481 o.H CAVITY DRAINAGE MATERN�. 15 KJEEPS &811 1 VERTICAL CONTROL ,IOINr w / awn Roo & sDLw. 04810.E FACE BRICK: SOUIX CCRYf 048DUDES GREY SMOOTH OyR AAPPROVEDp EQUAL X00 CRAM EQUAL GUN QDMS�ON 5 - METALS SHIM srm DECKING MEMBER AND r� fRAMK AND GAUf±E AS TEED• O.C. 8 of M A�PLA� p0p5�5p00p.G STRUCTURAL STEEL ROD AND PLATE ASSEMBLY 05511JAg1 PETAL pPAAN STAIRS. CONCRETE FILL �A M AI PFAN JNR RAIL1t1k p� �pA ALLxINUM ORNAMENTAL RALNG 05'720:8 AP M(TEDO IiETMWAAL Ram TW" e - WOW AND RASIICS q4q�1 p0pg0q 8. P48 T1�TMED WOOD BLOCKKIINpG. Qt�1Q0 �J �R�cRADE %&%THING. LAVATORY 06515A SYNTHETIC MARBLE COUNTER TOP w/ 4- BACK SPLASH �DfNlON7 - P*MK AND MorsTM PROTECTION 1 1A ff0W ATER PROOFING 11 21 24'PAVLAIE�RTFABPoC IS s -19 FUL TIDN POLYSTYRENE INSULATION. . Y-4N MlSlll(1TIOK R BATT INSULATKN. Iola AAj Al I 1BAE§LAMPTEM V AT._ o T2'1 M�'��iTE��uuTTOHTION R20 07820 PH ALUW =FNlt BENT PLATE 8 � P MINNUM RApCET" AEiOLBRICK EDGE AND COIlT. CLEAT ROOF ffiA Kff PE)" s' tISTOP 079�2p0.2 SEALANT JOINT. gnzS NCUT -O IMAM PREFORMED JOINT FILLER AND SEALANT. VMION e - DOORS AND WMNDM 08110A STEEL DOOR. 13111 0811 STEEL DDOOOR - THHEpRpMApLRARATE/DD.p STEEL. PA AW M DOOR AND FWt11E - FIRE RATED 08381 A PREFTfdSFED INSULATED METAL GARAGE DOOR 0 lu ppp� [JI RUM LAZED PATK)/FRE ICH DOOR. 3 D8550.0 ALWINUM CLAD WOOD MANDOW LIKE MIDERSEN 400 SERIES p0Og857S�M.0A AL.LWN CLAD q WOOD WINDOW ATTACI MEM D(Tnam OPERATOR OS800a 10 0 INSIXATNG CLASS 08800.0 114 TEMPERED (LASS ow 088141 1. IN REDUA W.% DMSION 9 - FMES 09230. - REINFORCED CEMENT COLUMN ��ED�NA THNC NR & VAPOR BARKER. 09260 8 5/8 X GYP. BLIARD All S(EEL SUSPENDED CEILING E SOFFIT FRAMING 60 • AL g : TRACK 092y88001 7 8 LEG FURRING N waEl 0 16.O.C. 26800) wTEt'x1A�BLM1KETs CEMENT 08280 1� 09265A SHAFT WALL ASSEMBLY 1Q� LW n SEE FlBRA SCHEDULE do FINISH PLANS MENI 093100.0 POLYMER T GROUT kMAATCH 095TH �YWI 2 ,LAY- CMNGNOTED SUSPENSION SUSr SYSTEM 1 16�n� YACOUSTICAL CE]LNC SUSPENSION SYSTEM 09 STRIP p00997680A CRAI TTE C. SEE ERNTTEOR FINISH PLANS AND FINISH SCHEDULE 88 09!10. ANi COUNTER TOP w/ 4• BACKSPLIASH DM" 10 - sPECIALT1Es 10200A METAL LOUVER, PAINTED M MATCH 8KCK DFA ION 11 - EQUIPMENT NOT USED DMSION 12 - FURHISFMHGS NOT USED NOT USED DMSION 12p4 - ppVERRTCAL TRMSPORTATIONN ply 1424�0� MlIERMEriuTE SU P STEEL AS REQU� 14240.0 ELEVATOR HOIST BEAM 1424O.D STAINLESS STEEL ELEVATOR DOOR AND FRAME N 04810.E Chr ed By 061 OO.F Sam 07270A 05400 A(6. 16 GA.) x 04810A W 03300A Cr 05400..(6" 16 ) 055000 C8 072103 z CV? W 05310A q 04810.) V) F Ln 05120.A -� U 04810.E 07210.E 09260A 04810.A 07210.D ---- RABBETTED 09253A 0721 o.D \ 04720. J RABBETTED 09260.B 04810.J M 07210.E 04810.E 07920.B = 88 R N 07920.8 04720A 04810.E 04810.A RABBETTED n THIRD FLOOR ELEV. 128' -8' b I C4 08361.0 06100.E 08361.8 08361 A NOTE: TYPE X GYPSUM WALLB01 FROM FLOOR TO DECK 0 ALL EXTERIOR WALLS NOTE: DIMENSIONED ARCHITECTU ENGINEERING, FABRICATIO THE DIMENSIONED ARCH SUPPLIER 03300A -\ 0721 OA NOTE: DIMENSii ENG EE THE), 5 Elevation Detail 4 Section Detail 2 Wall Section 1 Wall Section 405 3/4 " =1' -0" A4O5 3/4 " =1' -0" 405 3/4 " =1' -0" 405 3/4 " =P -0" 07920.8 08800.8 ,� 04810.F 0481 OA RABBETTED SECOND FLOOR ,&, ELEV. 115' -4" Y V - b472OA �- 0481 OA SOLDIER -- 0481 OA 05400.A(6" 16 072103 04810.E 07270.A 09253.A 04720A RABBETTED 04810.J 04810.E 05500A �- 06400.E Keynotes DMSION 1 - GENERAL REQUIREMENTS 1.1 rs IDCSORPOR/tI AIA 1s M° W: DNS TmTi E 0 &W1N SPECMTIONS IN DMSION FORMAT. VQOM 2 - STTEWORK 02300.A FINISH GRADE. ffil LWPCA&10 LLWt RER. 02520A FOUNDATION DRAINAM 02751A CONCRETE SIDEWALK. DM" 3 - CONCRETE MA JW I 03360A SEALED CONCRETE OMSION 4 - MASONRY 04720A DIIENSIONED ARCHITECTURAL CAST STOKE �7201 CAST STONE ANCHORAGE SYSTEM 04720.E CAST STONE ACCENT BLOCKS 11 ggA,gg FACE 0.8 =40 , 1Q• O.C. EACH DIRECTION. Q0481o.0 HDRIZaNTAL ,pwr¢RarfORCEMENT o 16 B.C. wAnau.LY. b c LIg "EI SS.SD' W EDGE 00481 o.H CAVITY DRAINAGE MATERN�. 15 KJEEPS &811 1 VERTICAL CONTROL ,IOINr w / awn Roo & sDLw. 04810.E FACE BRICK: SOUIX CCRYf 048DUDES GREY SMOOTH OyR AAPPROVEDp EQUAL X00 CRAM EQUAL GUN QDMS�ON 5 - METALS SHIM srm DECKING MEMBER AND r� fRAMK AND GAUf±E AS TEED• O.C. 8 of M A�PLA� p0p5�5p00p.G STRUCTURAL STEEL ROD AND PLATE ASSEMBLY 05511JAg1 PETAL pPAAN STAIRS. CONCRETE FILL �A M AI PFAN JNR RAIL1t1k p� �pA ALLxINUM ORNAMENTAL RALNG 05'720:8 AP M(TEDO IiETMWAAL Ram TW" e - WOW AND RASIICS q4q�1 p0pg0q 8. P48 T1�TMED WOOD BLOCKKIINpG. Qt�1Q0 �J �R�cRADE %&%THING. LAVATORY 06515A SYNTHETIC MARBLE COUNTER TOP w/ 4- BACK SPLASH �DfNlON7 - P*MK AND MorsTM PROTECTION 1 1A ff0W ATER PROOFING 11 21 24'PAVLAIE�RTFABPoC IS s -19 FUL TIDN POLYSTYRENE INSULATION. . Y-4N MlSlll(1TIOK R BATT INSULATKN. Iola AAj Al I 1BAE§LAMPTEM V AT._ o T2'1 M�'��iTE��uuTTOHTION R20 07820 PH ALUW =FNlt BENT PLATE 8 � P MINNUM RApCET" AEiOLBRICK EDGE AND COIlT. CLEAT ROOF ffiA Kff PE)" s' tISTOP 079�2p0.2 SEALANT JOINT. gnzS NCUT -O IMAM PREFORMED JOINT FILLER AND SEALANT. VMION e - DOORS AND WMNDM 08110A STEEL DOOR. 13111 0811 STEEL DDOOOR - THHEpRpMApLRARATE/DD.p STEEL. PA AW M DOOR AND FWt11E - FIRE RATED 08381 A PREFTfdSFED INSULATED METAL GARAGE DOOR 0 lu ppp� [JI RUM LAZED PATK)/FRE ICH DOOR. 3 D8550.0 ALWINUM CLAD WOOD MANDOW LIKE MIDERSEN 400 SERIES p0Og857S�M.0A AL.LWN CLAD q WOOD WINDOW ATTACI MEM D(Tnam OPERATOR OS800a 10 0 INSIXATNG CLASS 08800.0 114 TEMPERED (LASS ow 088141 1. IN REDUA W.% DMSION 9 - FMES 09230. - REINFORCED CEMENT COLUMN ��ED�NA THNC NR & VAPOR BARKER. 09260 8 5/8 X GYP. BLIARD All S(EEL SUSPENDED CEILING E SOFFIT FRAMING 60 • AL g : TRACK 092y88001 7 8 LEG FURRING N waEl 0 16.O.C. 26800) wTEt'x1A�BLM1KETs CEMENT 08280 1� 09265A SHAFT WALL ASSEMBLY 1Q� LW n SEE FlBRA SCHEDULE do FINISH PLANS MENI 093100.0 POLYMER T GROUT kMAATCH 095TH �YWI 2 ,LAY- CMNGNOTED SUSPENSION SUSr SYSTEM 1 16�n� YACOUSTICAL CE]LNC SUSPENSION SYSTEM 09 STRIP p00997680A CRAI TTE C. SEE ERNTTEOR FINISH PLANS AND FINISH SCHEDULE 88 09!10. ANi COUNTER TOP w/ 4• BACKSPLIASH DM" 10 - sPECIALT1Es 10200A METAL LOUVER, PAINTED M MATCH 8KCK DFA ION 11 - EQUIPMENT NOT USED DMSION 12 - FURHISFMHGS NOT USED NOT USED DMSION 12p4 - ppVERRTCAL TRMSPORTATIONN ply 1424�0� MlIERMEriuTE SU P STEEL AS REQU� 14240.0 ELEVATOR HOIST BEAM 1424O.D STAINLESS STEEL ELEVATOR DOOR AND FRAME N W Chr ed By UJ Sam NZ w a x � � W � it Cr Q C8 O z CV? W U V) F Ln U S=clxg Engineers LYNCH, HARRISON, BRUMLEVE Wilmapalb Iodilm4M C317) M&W75 Scope DfMIM*: These drawings indicate the general scope of the project in terms o/ architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required far full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Nos" Tft Transverse Building Section Ra1AsJoese bat. Date W Chr ed By UJ Sam NZ w a .J � � W Cr Q 'V O CV? Scope DfMIM*: These drawings indicate the general scope of the project in terms o/ architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required far full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Nos" Tft Transverse Building Section Ra1AsJoese bat. Date Dram By Chr ed By 03/10/06 Sam RRS CwMW Br. P�OP`L SCy��w9 AR C079N163 Draft Number. A405 25429 rfr a Cr 0) N r* CCD (D (D 4 %• 2)• D72103 D481 OA 09260A 09260.E 06100.0 sl• . 08800A 08550. 06100.1) 072103 04810A 09260A (2 1 0 411 Plan Detail R1:21 Plan Detail 4g1 Plan Detail 4i1 Plan Detail 461 Plan Detail 1 1 0 1 1 0 0481 oA 072103 08800.A 061 OO.0 08550A // r- 09260.E m 05120- 06100.E 09260A is Plan Detail -411 111= 11.01. 09260A 06100.17 LAYERS) 09260.1; AfAl 07210.D ; -11U5 -VAUM, 07210.D 09260A (2 LAYERS) 09260.D to Plan Detail -411 1 ^= 1'_011 08800A 08550A WE WE &W1 &A V1 41 - IIg11RgIIqIINqIqIIINIIINiIqI1NIIIN11f iN111NN111�11911RNIININgIfINdtlllll� 'fIMI11TfIINN11YMf1�71join,, lollm-4 � raNl loll aal aaaalaal IIa111Na11111N1aaa1N11N111at11a1a11a111Ma1 Na1.NINM1. M INMaIa NIIINNI.NNI.IaRI aat ■ 1` It 1 •1 1 1� 1� t:a 03 0 N�I: 14 Plan Detail r \ • 39 07210.D I 09260- 2 LAYERS •��� ►� "M I- (� ��� 05120.A • 05120A 09260.D 09260A (2 LAYERS) 9 Plan Detail ,,_ i1�M IfiN111NIIlIgIIIIMIIIgIIIII�fIpIIMHNIgNMIIqIfqNIIIqINIIIINIIINIIIa! �� Irala,11111aMillalllallla 1• .1 09260A - �.. Q Ir C8 1! MUNRO � I L=J�r IN!, i� w 1 1 09260A (2 LAYERS) .�. aI In NA F o I) U 06100.F 1• .1 05120.A LICENSE I m CA 06400.K �• �•� 1• ./ I 09260.A 011 00*A (2 LAYERS) 0721 O.D 09260.A (2 LAYERS) �� �• 1: I tl •r♦ :� %• 2)• D72103 D481 OA 09260A 09260.E 06100.0 sl• . 08800A 08550. 06100.1) 072103 04810A 09260A (2 1 0 411 Plan Detail R1:21 Plan Detail 4g1 Plan Detail 4i1 Plan Detail 461 Plan Detail 1 1 0 1 1 0 0481 oA 072103 08800.A 061 OO.0 08550A // r- 09260.E m 05120- 06100.E 09260A is Plan Detail -411 111= 11.01. 09260A 06100.17 LAYERS) 09260.1; AfAl 07210.D ; -11U5 -VAUM, 07210.D 09260A (2 LAYERS) 09260.D to Plan Detail -411 1 ^= 1'_011 08800A 08550A WE WE &W1 &A V1 41 - IIg11RgIIqIINqIqIIINIIINiIqI1NIIIN11f iN111NN111�11911RNIININgIfINdtlllll� 'fIMI11TfIINN11YMf1�71join,, lollm-4 � raNl loll aal aaaalaal IIa111Na11111N1aaa1N11N111at11a1a11a111Ma1 Na1.NINM1. M INMaIa NIIINNI.NNI.IaRI aat ■ 1` It 1 •1 1 1� 1� t:a 03 0 N�I: 14 Plan Detail r \ • 39 07210.D I 09260- 2 LAYERS •��� ��'/'O•�•�/��"l "M I- (� ��� Z - • 05120A 09260.D 09260A (2 LAYERS) 9 Plan Detail ,,_ 0481 / 1 088MA 16 IJ 085MA 09260.E •��� ��'/'O•�•�/��"l "M I- (� ��� Z - w a UJ ,,_ i1�M IfiN111NIIlIgIIIIMIIIgIIIII�fIpIIMHNIgNMIIqIfqNIIIqINIIIINIIINIIIa! �� Irala,11111aMillalllallla O0 INIMNf1. wIIMI�111111f�lIIIgNWgN111NIgNllqlri NIIIIIalaalaxlaliNNiNN11a1aa1Na11wINNa rta11t1111. NNNataatNa11N11aaN111a111Nallllla_ Q Ir C8 l z i� w � .�. aI In NA F o I) U 06100.F 1• .1 05120.A m a D. I 1 1 1 1 �� �• p r*4 !464 gg a 1VA a fAs He 09260.A 1 1 11 1' .1 • n� rx � O Plan Detail 05120 09260 (2 LAYER 06100 09260 07210 09260.1) 09260A (2 LAYERS) 1 136. �6 • 09260A 06100.F • •t ' 05120A I 12 S Plan Detail 411 1 ^ =11 -0^ 06100.F 09260A 1 05120A,l 09260A 06100.F 09260A 11 Plan Detail 09260A (2 LAYERS) 09260.E 06100.0 08800A 08550A 07210.8 03450A 08800A 08550A 04810A 072103 061 On 09260.E •r r% 1._ 1 14 a'• 06100.E 05120. La I 09260. • 4 6 Plan Detail 411 111 =1' -0" 08800A 08550A 04720A 04810A 09260.D 05120A 09260A (1 LAYERS) 411 Plan Detail 411 Plan Detail -411 Plan Detail i 1 Plan Detail 411 Plan Detail 1 1 0 1 1 0 1 1 -0 1 =1 -o -,-, Keynotes DMSION , - GENERAL REOL.4REIAENT4 THE 1' 1" FWNWO T" .k, k4 '�WONN ' DMSION 2 - Sf1ERORX 02300 A COM VA �f3ARRIER A SIDEIY" DMSION 3 - CONCRETE 11A LT&TKIN DMSION 4 - MASONRY A 1. 1. 14 IT 1J t. t. 1 :N DMSION 5 - W:nu FRAIMMIC MEMBER FIA N L USM %DD � O.C. G ANWA4S 1'-4* 0 H STEEL ROD AND PLATE ASSEMBLY A CONCRETE FILL WALL 1 A1R NOSING Agg ED AALUUMIN ORNAMENTAL RAILING :C N AL ORRNAMEHTAL RAILING DMSION 6 - WOOD AND PLASTICS 1 A FIRE T TED WOOD B1=NG. '$� PI P "�SHEATHNG. 1oa 2 X 4 WOOD MNG C49 BACKSPLASH CROWN ARC JE SN In _ URRF -- RJFWRN NTMTPX LAVATORY 688 A SYIi1FM _1kW COt1NfER 1'OP W/ 4• BACK SPLASH DMSION 7 - THERMAL AND MOISTURE PROTErnoN 11 to WATER ;I, A PROOFING HE TMA PROOFING 7; V PA H 11' FABRIC •� } X 24• Aye 1 A • R POLYSTYRENE INSULATION. 1 V-19 Flf3 EIATT INSULATION. J1 fiTYS�f - ADHERED W ANURM Ba ,. TE TIDN R20 BSA FLASHING 6 NUM COPING PAN :G N A"K (/DRIP EDGE AND CONT. CLEAT 71 N am AA NUAMNUIM A FIRE STOP A SYSiE11 A WRN BACKER ROD. .9 JOINT. WACUT-O�FF 1MASTICPREFORAiD JOINT FILLER AND SEALANT. DMSKNM 8 - DOORS AND WINDOMS 0811 A 11 . (�yRWLRATED. 1I AA ED 1L MET µ RATED 11 8 ONT I I WWWOOD CIAZEDR PATIO /FRENCH DOOR. A"LLUMNUIt RAw� AT�GICNµMEM TENSION A 1. TTNIG GLASS 4 GLASS 41 MII p�OD99gMSION 9 - FINISHES 239A COLUMN ok A B S F R Ik VAPOR BARRIER. 6�0; // • XiTl1D ¢ 1 I fEEL SUSPENDED GflIINC 4k SOFFIT FRAMING 680: 6 0' a I$* O.C. 50 :H N KIT 6Q;�1 M ��g66�p00•I�MCC w X FRAMING JA1 IC ASSEMBLY S s FINISH PLANS ROIIBriANE FIEDULE 1 OR GROUT COL NY- 11. 66• 2 22'LAY-IN N ACOUSTKJIL &%S*N P SKNr� o6a B W STRIP _ gUlA WWO /F�HH FINISH SCHEDULE DM70 10 - SPECIALTIES 10200A METAL LOUVER, PAINTED TO WITCH BRICK DMSION 11 - EQUIPMENT NUT USED DMSION 12 - FURISH NOT USED "ON 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 1g4�p -pVVZ ICAL TRANSPORTATION �y TpR 14y24Q0 B gTIH�EVR�MEDYI SUPg R1 T S W�TM 14240 :S STAINLESS � ELEVATOR DOOR AND FRAME. N W J-4 IX I- (� ~ ca � Malawi Z - w a .J o UJ V a� O0 r a� Q Ir C8 l z co. w � U aI In NA F o I) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 550 Virginia Avenue Indanapolia, Indiana 46203 (317) 706 -e(Y75 Scope These drawings indic the scope of the project in terms of architecturol design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work Drnft nft Plan Details RetrWona: baue Dab W CIO IX I- (� ~ ca � Malawi Z - w a .J o UJ W � M ca O0 Q V co. Scope These drawings indic the scope of the project in terms of architecturol design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work Drnft nft Plan Details RetrWona: baue Dab Drawn By Checked By 3110106 AEG RRS Gotha By: �P n t 11 AR 09 163 Drawft Number. A411 Project Number 25429 r+ a Cr M N C0 r-1w CD S' CD CD Keynotes DMSION 11 Ll -- GENff ERAL REO`'UUI`IREMENTS �} 1a X�n E DNa"" COrR(� Ti�C� r SPECIF S 16 DMSION FORMAT. DM" 2 - STTEWCRK ROZJOOA FINISH GRADE. D2520A FOUNDATION DRAINAGE 02751A CONCRETE SDEWALK. OMSION 3 - CONCRETE 03WOA SEALED CONCRETE OMM 4 - MASONRY 04720A DMVEJNSIOHNED ARCHITECTURAL CAST STONE 7SYSTEM 0o0444ae7280. -EE CAST STONE ACCENT BLOCKS 04810.c a evILa I1 O.C. EACH DIRECTION. aa' gg� NoRlzoNrK �t/� �j�� o � ,a�RIP� 0.10 Y. 04810.G M71ES R IaNiAiiON 04810.H CAIOM DRAINAGE MAWAJL II T WR' wEEPSS 0 18 O.C. VERTICAL ONTROL JOM w aon R00 a SrAw. 048101 FACE BRICK SCUD( CITY DUNES GREY SMOOTH OR APPROVED EQUAL 16PN 81�-NM GS OIL DMSION 5 - METALS % rg RA L STEEL DECKING MEMBER NA rea MAN WGAl10E AS N1-4* OTED O.C. 8 STEEL M A S PU 06= p0p5�50p0p.G STRUCTURAL STEEL ROD AND PLATE ASSEMBLY 05511Ai YETAL MfA AAN ST AIRS, CCONCREiE FILL M AALL R A UM II NUM ORNAMENTAL RAILING 050 PLANTED METAL ORKAMNf AAL RAILING DM" E - WOOD AND PLA pp STICS 11001 2OOO� GtiADE PLW W Ll WOOD M FWA R STOP WNQU��iNAW/ 4V1BACKSPULSH Sol rARF ' OD TRIM! �uvATOar Top 2X NIIAR MiOOD FliAM1ING WAN 06815A MARBLE WATER TOP w/ 4 BACK SPLASH DI'll 7 - THERMAL AND LC6 URE PROTECTION 07 1A Zff PIATER PROOFING 071 2 24' A VYI�FABRIC 818:8 POLYSMM LAM WGATT 10 LtSUTA INSULATION. INSULATION. EA W •J&STE IS18 ADFRR5 UT10l TANT 0 1 I N TE FTlUT10NTKXV R20 176201 AL FLASHMyy //�� p► COPING 7 AIiTED ALUWW OTBNf Klt BENT PLATE R�.H MINNUM � am EDGE AND CENT. CLEAT IVA ff N "_ ,STOP 07920.6 SEALINT JOINT. 879 879 T10N__ �i01t`tQ ORMNEDD JOINT FILLER AND SEALANT. 08110A SM DOOR. 008�88q1103 STEEL DOOR - THEppRppMAIL RATED. 0821H X0'2 :00D DOOR MAID FRN - FIRE RATED 08361A PREFIISHED INSULATED METAL GARAGE DOOR 410 M N�ooui'� tr*MW PATKO/FRENCFI DOOR. 08550.0 ALUMINUM CLAD WOOD WINDOW LIKE MCERSEN 400 SERIES 1�7��1 ASj CpUppDR O1�PERA�TOR ATTACNEM EXTEM510N TING 08800 C GLASS 1 /4�TEYPERIDINTNG 8814 0 Y'R'IH Tom- SPA' �9 -N FINISHES 09230A I- REINFORCED CEME1NT COLUMN 09 60. T) T wA NR & VAPOR BARRIER. 5/ • MM SUSPENDED To 5: " SUSPENDED CEILING 0 SOFFIT FrrAIILNc 0926600F 7 8 FURRING CHIW�pN�ELy 0 18' O.C. 9 60J LE �ETS p0gg92g660g0.J 1 2 CE ENT BOARD 09 ) 09�601.L1 1 XSIJAi p009p926g5A SHAFT WALL ASSEMBLY 09 10.0 Y W At FINISH PLANS 09310.0 POLYMER GROUT 095118 ILA YMA (DEER T09653.6 6TwIiNAd��tT110N YSTRIPACOUSTiCAL CEllING SUSPQNSION SYSTDI p 75 ONNA CCARPEN iRE C. SEE ERRTOPOR FINISH PLANS AND FMSH SC HEOUIE 08! 10.A P "AINT� cOUNTEIt t 0P w/ 4' liApcSPLASH DNW 10 - sPE13ALT1ES 10200A METAL LOUVER, PAINTED TO MATCH BRK:K DMSION_ 11 - EOUIPMIENT NOT USED DMSION 12 - RFM- HINGS NOT USED NOT USED DM2SKakI 14 -- p VERTICAL � TRANSPORTATION �y 14240.•8 MITERMIEDI11TH1E SUUPPO(tTP � REOU D 14240.10 ELEVATOR HOIST BEAM 14140. STAID M STEEL ELEVATOR DOOR AND FRAME. N W H LU AEG RRS <Z Itllllllll� x � m � V w a� CS O Z J W iA U w = 44 F 0 09260. eco I I 4' Ll 000 07210.E V 06400.H ■ , < v, <. ,' k, %0 07920.8 WF '-d 2' -8' I 2' -� I S' - - - '° i - - - _ 0855o.c o855o.c 07920A 0841oA - - - " �0 05400. 79'70 16 A. 04720A 04720A 4' 1' 4' z 07270A ROOF DRAIN CONDUCTOR; - 0721 OA I REFERENCE PLUMBING DRAWINGS I 04810A 04810. NOTE: z SEE ELEVATIONS DIMENSIONED ARCHITECTURAL CAST STONE ENGINEERING, FABRICATION AND ATTACHMENT IS BY THE DIMENSIONED ARCHITECTURAL CAST STONE 0° At ' -�' r 6'-If s' 08550.0 SUPPLIER 07920A 1 412 Plan Detail 3/4 "= 1' -0" 05500.H 1 /4"X16'X2' - - - - - - - - - - ANCHOR TO STEEL STUDS AND EXTEN 2' BEYOND FACE F MASONRY; WELD TO LING SYSTEM 09260A ' 57�.5J$" 07210.E 5�■ d ' 106 GA. 08550A 09253. bP 40 fl 1-1 07210A I ..:., _;. •: :. : 04810. . NOTE: SEE ELEVATIONS DIMENSIONED ARCH ECTURAL CAST STONE ENGINEERING, FABRI TION AND ATTACHMENT IS BY ' -8' N �' 6' -d �' 3' 8■ THE DIMENSIONED HiTECTURAL CAST STONE SUPPLIER ''d 05720. 1�11/t/•/ 5 Plan 412 2 Plan .412 3/4" =1' -0" 1611M - It 6 09260A �o Go Fir- ,- 57 07210.E 5� RIC I $ 6" 06400.H ' r%v if 'll, .4 4' 07920.8 r-.0' 1'td 2' -�' I 2' -Ir 8' 1' -4' - - 4o LAI I 0855O.0 08550.0 05400. 92 07J2OA - - �'° 16 GA 04720A 04720A W �o .. 07270A 09253A 04810A 07210A ` '- ■ 4 04810A NOTE: z SEE ELEVATIONS DIMENSIONED ARCHITECTURAL CAST STONE Air- 1 ENGINEERING, FABRICATION AND ATTACHMENT IS BY ' -d N d 2' -d 2' -8' d 3' 8' THE DIMENSIONED ARCHITECTURAL CAST STONE m 08550.0 07920A 3 Plan Detail 412 - - - - - t - - g' or Af At - - - - lo 1. - x "• r, t r c. I T T" - % ,, I 05400. P 16 GA 07620.13 - 03450A N SEE 1C/A402 w %0 07270A i 09253A 07210A I 0481 OA 05500.13 NOTE: c� ' SEE ELEVATIONS DIMENSIONED ARCHITECTURAL CAST STONE 9 ENGINEERING, FABRICATION AND ATTACHMENT IS BY 3' 4' N 7��_� THE DIMENSIONED ARCHITECTURAL CAST STONE 4" 4' SUPPLIER 4 412 4720.. Plan Detail 3/4 "= 1' -0" Keynotes DMSION 11 Ll -- GENff ERAL REO`'UUI`IREMENTS �} 1a X�n E DNa"" COrR(� Ti�C� r SPECIF S 16 DMSION FORMAT. DM" 2 - STTEWCRK ROZJOOA FINISH GRADE. D2520A FOUNDATION DRAINAGE 02751A CONCRETE SDEWALK. OMSION 3 - CONCRETE 03WOA SEALED CONCRETE OMM 4 - MASONRY 04720A DMVEJNSIOHNED ARCHITECTURAL CAST STONE 7SYSTEM 0o0444ae7280. -EE CAST STONE ACCENT BLOCKS 04810.c a evILa I1 O.C. EACH DIRECTION. aa' gg� NoRlzoNrK �t/� �j�� o � ,a�RIP� 0.10 Y. 04810.G M71ES R IaNiAiiON 04810.H CAIOM DRAINAGE MAWAJL II T WR' wEEPSS 0 18 O.C. VERTICAL ONTROL JOM w aon R00 a SrAw. 048101 FACE BRICK SCUD( CITY DUNES GREY SMOOTH OR APPROVED EQUAL 16PN 81�-NM GS OIL DMSION 5 - METALS % rg RA L STEEL DECKING MEMBER NA rea MAN WGAl10E AS N1-4* OTED O.C. 8 STEEL M A S PU 06= p0p5�50p0p.G STRUCTURAL STEEL ROD AND PLATE ASSEMBLY 05511Ai YETAL MfA AAN ST AIRS, CCONCREiE FILL M AALL R A UM II NUM ORNAMENTAL RAILING 050 PLANTED METAL ORKAMNf AAL RAILING DM" E - WOOD AND PLA pp STICS 11001 2OOO� GtiADE PLW W Ll WOOD M FWA R STOP WNQU��iNAW/ 4V1BACKSPULSH Sol rARF ' OD TRIM! �uvATOar Top 2X NIIAR MiOOD FliAM1ING WAN 06815A MARBLE WATER TOP w/ 4 BACK SPLASH DI'll 7 - THERMAL AND LC6 URE PROTECTION 07 1A Zff PIATER PROOFING 071 2 24' A VYI�FABRIC 818:8 POLYSMM LAM WGATT 10 LtSUTA INSULATION. INSULATION. EA W •J&STE IS18 ADFRR5 UT10l TANT 0 1 I N TE FTlUT10NTKXV R20 176201 AL FLASHMyy //�� p► COPING 7 AIiTED ALUWW OTBNf Klt BENT PLATE R�.H MINNUM � am EDGE AND CENT. CLEAT IVA ff N "_ ,STOP 07920.6 SEALINT JOINT. 879 879 T10N__ �i01t`tQ ORMNEDD JOINT FILLER AND SEALANT. 08110A SM DOOR. 008�88q1103 STEEL DOOR - THEppRppMAIL RATED. 0821H X0'2 :00D DOOR MAID FRN - FIRE RATED 08361A PREFIISHED INSULATED METAL GARAGE DOOR 410 M N�ooui'� tr*MW PATKO/FRENCFI DOOR. 08550.0 ALUMINUM CLAD WOOD WINDOW LIKE MCERSEN 400 SERIES 1�7��1 ASj CpUppDR O1�PERA�TOR ATTACNEM EXTEM510N TING 08800 C GLASS 1 /4�TEYPERIDINTNG 8814 0 Y'R'IH Tom- SPA' �9 -N FINISHES 09230A I- REINFORCED CEME1NT COLUMN 09 60. T) T wA NR & VAPOR BARRIER. 5/ • MM SUSPENDED To 5: " SUSPENDED CEILING 0 SOFFIT FrrAIILNc 0926600F 7 8 FURRING CHIW�pN�ELy 0 18' O.C. 9 60J LE �ETS p0gg92g660g0.J 1 2 CE ENT BOARD 09 ) 09�601.L1 1 XSIJAi p009p926g5A SHAFT WALL ASSEMBLY 09 10.0 Y W At FINISH PLANS 09310.0 POLYMER GROUT 095118 ILA YMA (DEER T09653.6 6TwIiNAd��tT110N YSTRIPACOUSTiCAL CEllING SUSPQNSION SYSTDI p 75 ONNA CCARPEN iRE C. SEE ERRTOPOR FINISH PLANS AND FMSH SC HEOUIE 08! 10.A P "AINT� cOUNTEIt t 0P w/ 4' liApcSPLASH DNW 10 - sPE13ALT1ES 10200A METAL LOUVER, PAINTED TO MATCH BRK:K DMSION_ 11 - EOUIPMIENT NOT USED DMSION 12 - RFM- HINGS NOT USED NOT USED DM2SKakI 14 -- p VERTICAL � TRANSPORTATION �y 14240.•8 MITERMIEDI11TH1E SUUPPO(tTP � REOU D 14240.10 ELEVATOR HOIST BEAM 14140. STAID M STEEL ELEVATOR DOOR AND FRAME. N W H LU AEG RRS <Z Itllllllll� x � m � V w a� CS O Z J W iA U w = 44 F 0 V S=Ctu d ETagineen LYNCH, HARRISON, BRUMLEVE �So3a0 Vi�idaA�aor rb�smsaT.o.4M Scope Dn1M, w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems . The drawings do not necessarily indicate or describe all work required for fall performance and completion of the requirements of the Contract. on the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrtMft Tft Plan Details Re111tforMS� Rata Date W Chocked By LU AEG RRS <Z Itllllllll� LU m � V a V O O Scope Dn1M, w These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems . The drawings do not necessarily indicate or describe all work required for fall performance and completion of the requirements of the Contract. on the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrtMft Tft Plan Details Re111tforMS� Rata Date Drsu By Chocked By 03/10/06 AEG RRS CwW, d Br. �,1LL SCy��q AR 09 163 4 Dr&WM Number. A412 ft*t Nuadw. 25429 r+ a Cr M N CD CD CD N Ul 14210.0 05310A 03300A 05500.0 04810.0 a i0 Section Detail 450 04810.0 04810.P d o 14210.0 F-1TN Section Detail 1 "= 1'- 03300.A 14210.D 05500.0 a 4 v a 07131 A 07131.8 4. 4 c a3 • . "' 7%r - S' -9- �w COORDINATE DIMENSION' % �A W /ELEVATOR SUPPLIER IT 8 O .0450 m n p N Q AAS 2 v 3 NOTE: COORDINATE ELEVATOR GUIDE RAIL ATTACHMENT 7 Section Detail i50 1 " =1' -0" 05500 05500.6 09253A 09253.A 04810.E 04810.N 07210.8 07210.8 05500.13 1 03300 -C c 4 07131A c 4 05120A EXTEND TO BOTTOM OF FOOTING e 07131.8 02751 A 4 a 02300.6 03300.8 .a. I G .4 4 02620.0 ° 4 '04 44 c4, v. c 4 02300.8 4 c 4 4 a v 4 a F 127 .0450 Section Detail 8 Elevator Section 4 E!� Section Detail 1 1 0 1/4 1 0 1 1 0 L F O O cn I if� 3 2nd Floor Stair Railing Plan 1 1 st Floor Stair Railing Plan .0450 1/4 = 1 - 0 it 1/4 = I I - o of 9 PS M 09 H LU 05310A 07842A 04810.0 Z NOTE: ONE HOUR FIRE b SECURITY CAGE (OSHA REQUIREMENTS RATED CEILING ASSEMBLY v� 9 Section Detail VERTICAL LADDER (OSHA REQUIREMENTS 14210.0 05310A 03300A 05500.0 04810.0 a i0 Section Detail 450 04810.0 04810.P d o 14210.0 F-1TN Section Detail 1 "= 1'- 03300.A 14210.D 05500.0 a 4 v a 07131 A 07131.8 4. 4 c a3 • . "' 7%r - S' -9- �w COORDINATE DIMENSION' % �A W /ELEVATOR SUPPLIER IT 8 O .0450 m n p N Q AAS 2 v 3 NOTE: COORDINATE ELEVATOR GUIDE RAIL ATTACHMENT 7 Section Detail i50 1 " =1' -0" 05500 05500.6 09253A 09253.A 04810.E 04810.N 07210.8 07210.8 05500.13 1 03300 -C c 4 07131A c 4 05120A EXTEND TO BOTTOM OF FOOTING e 07131.8 02751 A 4 a 02300.6 03300.8 .a. I G .4 4 02620.0 ° 4 '04 44 c4, v. c 4 02300.8 4 c 4 4 a v 4 a F 127 .0450 Section Detail 8 Elevator Section 4 E!� Section Detail 1 1 0 1/4 1 0 1 1 0 L F O O cn I if� 3 2nd Floor Stair Railing Plan 1 1 st Floor Stair Railing Plan .0450 1/4 = 1 - 0 it 1/4 = I I - o of 9 PS M Keynotes DMSION 1 - QXM REQUIREMENTS 1.1 fPIE"sEAMS I�Dm1DNl�� MS rRilCr' 12 SPECIFICATI 15 �DNI�SION�FO�IWT. DMSION 2 - 90ORK 02300A FINISH GRADE. COMPACTED SUBGRADE�, D2820A FOUNDATICN DRAINAGE 02751A CONCRETE SIDEWALK. DMSION 3 - CONCRETE N C BMW 03MA SEALED CONCRETE DM" 4 - MASONRY 04720A DIMENSIONED ARCHREC1URAL CAST STOKE 71 9 ►' 04720E CAST STOPS ACCENT BLOCKS 01 S ?AM O.0 F �I m 1¢• O.C. EIIL,'H DIRECTION. 004481$0.0 HORIZONTL JOINT REIfORCEMENT 0p 160 D..C.�VERTICALLY. M'I1 f LSVWA IA 18 O.0 S S. WORM 0481O.H CAVITY DRAINAGE MATOW 10L FACE BL� JOINT DILM � S� 'OR APPROVED EQUAL 04810L FACE ItRICK: SOUIX CITY _ � [A U �un2�I ���a�AL DMSION 5 - MET��AppLSS S TF M 05310JAi MTNURAL STEEL DECI(IIO MEMBER 1IIG NG; �GAIK+E AS NOTED O.C. INS 05500 J�PUSTEEL FRAM 05500.G ST�RUCTpU�RAA7LE STEEL ROD AND PLATE ASSEMBLY 05511A METAL PAN STAIRS. 1001,1diETE FILL M A j;AUNAIR AL I A L ALUMINUM ORNAMENTAL RAILING AL i11 6070OWAL RAILING p�gMS��IpON 6 - WOO NANO Pl/STICS 08100A8 FI TREA . MOOD BLOCKING. HI 081 4� IG. IP O _ s � 0 B RC WA CA M. 08400 Q 08 Ea A"� RR TOP WITH INTEGRAL LAVATORY 06813..0 SYNTIETIC MA COLMO TOP w/ 4- BACK SPLASH L IW. MSIION 7 - TFER AND MOWJF?E PROTECTION §1EA k 3 Xff�MATER PROOFING 071 2 NO i&AVTEMER AR T FABRIC M POLYSTYRIENE OM10 R -19Y -g OUR RBA INSULATION. NSULAI TION. �il��a �T� ��AtT� r�u""Li►TIONAOPIERED IM111 RMRANMG?ATE��TIONTION R20 . jL 1�111� P wBRI(3C EDGE AND COIL CLEAT 0792DJ1 WITH BACKER S' �"STl7P 079203 SEALANT IOM. Sqpj ISOLATION PREFORMED JOINT FILLER AND sFxANT. LION 8 - -TEDRO M AND wll�orrs 08110A STEEL DOOR. 09 8211008 STEEL DOOR - TTRERMApLppR�ATEDD.p �p Ed EL 08213AA 9 RAIL WOOD DOOR 2 FRAAiE - FIRE RATED 08361 A PREFINISFED INSULATED METAL GARAGE DOOR 084 0 BFSTZW M N1 PATIO/FRE a DOOR 08550 C � CLAD WOOD WINDOW LIKE ANDERSEN 400 SERIES 0857501. ALLWNUM CpLpApDRIO TONDOW ATTACHMENT EXTENSION A 1M�ISl1 T1NG GLASS 8 1- D INSULATING GLASS 088p0p0.0 114 TEMPE�KtJJ LASS 08814 y'E� �II�A DMSKOM 9 - FWES 09230.0 - REINFORCED CEMENT COLUMN ��MAED WA AIR 0 VAPOR BARRIER 09260.8 X5�//8. VPE X GYP. BOARD N STEEL SUSPEMn CEILING O SOFFIT FRAIONG R,26600i •� ••A�►Mi TK 8°$ O C. 09280F 7 8" T RRROIG CHANNEL O 16' O.C. 160.1 LEG BiS 092 666g00 1 2 CEIt1ENIIBOARD FRAMING 260.�M R X GYPSUM 09255A SHAFT WALL ASSEMBLY JJIQA SEE FlN ?'FEDUIi t FINISH PLANS 09310.0 ffV� GROUT 993 1 OLOR RO4B ,�[,61u,MR 2 LAY- �� SYSTEM 098A RESIU° WALL Y-IN ACOUSTIC& CEILING SUSPENSION SYSTEM 3 RESIU STRIP 00997500 I TOP NT FINISH PLANS AND FINISH SCHEDULE O 79 5d MIN COLWER TOP W/ 4- BACKSPLASH 10200A METAL LOWER, PAWED TO MATCH BRICK Nor UsEn DMSION 12 - R9 M. NOT USED NOT USED DMSION 14 -- pV�ERRTICAL TRANSPORTATION �/ 14240 kIiERYE011►TEE SUP ORTP STEEL REQUIn 14240.0 ELEVATOR HOIST BEAM 14240.D STAINLESS STEFl ELEVATOR DOOR AM FRAME. N 09 H LU 9 Z NOTE: ONE HOUR FIRE b SECURITY CAGE (OSHA REQUIREMENTS RATED CEILING ASSEMBLY v� m v VERTICAL LADDER (OSHA REQUIREMENTS 0 O CO) _- i'�,'.- .- s-.•.: is , i9 U a� � wg� F ' `� ° 0s 60A 09680 ;. 09260. N 7 � M � ~o N N r, 09 .A 09260.0 09260.0 09 OA w° 05720. 05720.8 09310 05511 �..._..__._.......... _..._ x . Coil 09 s0A ONE HOUR FIRE 09260. a, RATED HORIZONTAL ASSEMBLY ce �W * o ~ 5 A450 It N N LJ W NOTE: I � ONE HOUR FIRE RATED ASSEMBLY -' - -- - -- N ir aI W a 2 South Stair Section .0450 1/4 " =1' -0" Keynotes DMSION 1 - QXM REQUIREMENTS 1.1 fPIE"sEAMS I�Dm1DNl�� MS rRilCr' 12 SPECIFICATI 15 �DNI�SION�FO�IWT. DMSION 2 - 90ORK 02300A FINISH GRADE. COMPACTED SUBGRADE�, D2820A FOUNDATICN DRAINAGE 02751A CONCRETE SIDEWALK. DMSION 3 - CONCRETE N C BMW 03MA SEALED CONCRETE DM" 4 - MASONRY 04720A DIMENSIONED ARCHREC1URAL CAST STOKE 71 9 ►' 04720E CAST STOPS ACCENT BLOCKS 01 S ?AM O.0 F �I m 1¢• O.C. EIIL,'H DIRECTION. 004481$0.0 HORIZONTL JOINT REIfORCEMENT 0p 160 D..C.�VERTICALLY. M'I1 f LSVWA IA 18 O.0 S S. WORM 0481O.H CAVITY DRAINAGE MATOW 10L FACE BL� JOINT DILM � S� 'OR APPROVED EQUAL 04810L FACE ItRICK: SOUIX CITY _ � [A U �un2�I ���a�AL DMSION 5 - MET��AppLSS S TF M 05310JAi MTNURAL STEEL DECI(IIO MEMBER 1IIG NG; �GAIK+E AS NOTED O.C. INS 05500 J�PUSTEEL FRAM 05500.G ST�RUCTpU�RAA7LE STEEL ROD AND PLATE ASSEMBLY 05511A METAL PAN STAIRS. 1001,1diETE FILL M A j;AUNAIR AL I A L ALUMINUM ORNAMENTAL RAILING AL i11 6070OWAL RAILING p�gMS��IpON 6 - WOO NANO Pl/STICS 08100A8 FI TREA . MOOD BLOCKING. HI 081 4� IG. IP O _ s � 0 B RC WA CA M. 08400 Q 08 Ea A"� RR TOP WITH INTEGRAL LAVATORY 06813..0 SYNTIETIC MA COLMO TOP w/ 4- BACK SPLASH L IW. MSIION 7 - TFER AND MOWJF?E PROTECTION §1EA k 3 Xff�MATER PROOFING 071 2 NO i&AVTEMER AR T FABRIC M POLYSTYRIENE OM10 R -19Y -g OUR RBA INSULATION. NSULAI TION. �il��a �T� ��AtT� r�u""Li►TIONAOPIERED IM111 RMRANMG?ATE��TIONTION R20 . jL 1�111� P wBRI(3C EDGE AND COIL CLEAT 0792DJ1 WITH BACKER S' �"STl7P 079203 SEALANT IOM. Sqpj ISOLATION PREFORMED JOINT FILLER AND sFxANT. LION 8 - -TEDRO M AND wll�orrs 08110A STEEL DOOR. 09 8211008 STEEL DOOR - TTRERMApLppR�ATEDD.p �p Ed EL 08213AA 9 RAIL WOOD DOOR 2 FRAAiE - FIRE RATED 08361 A PREFINISFED INSULATED METAL GARAGE DOOR 084 0 BFSTZW M N1 PATIO/FRE a DOOR 08550 C � CLAD WOOD WINDOW LIKE ANDERSEN 400 SERIES 0857501. ALLWNUM CpLpApDRIO TONDOW ATTACHMENT EXTENSION A 1M�ISl1 T1NG GLASS 8 1- D INSULATING GLASS 088p0p0.0 114 TEMPE�KtJJ LASS 08814 y'E� �II�A DMSKOM 9 - FWES 09230.0 - REINFORCED CEMENT COLUMN ��MAED WA AIR 0 VAPOR BARRIER 09260.8 X5�//8. VPE X GYP. BOARD N STEEL SUSPEMn CEILING O SOFFIT FRAIONG R,26600i •� ••A�►Mi TK 8°$ O C. 09280F 7 8" T RRROIG CHANNEL O 16' O.C. 160.1 LEG BiS 092 666g00 1 2 CEIt1ENIIBOARD FRAMING 260.�M R X GYPSUM 09255A SHAFT WALL ASSEMBLY JJIQA SEE FlN ?'FEDUIi t FINISH PLANS 09310.0 ffV� GROUT 993 1 OLOR RO4B ,�[,61u,MR 2 LAY- �� SYSTEM 098A RESIU° WALL Y-IN ACOUSTIC& CEILING SUSPENSION SYSTEM 3 RESIU STRIP 00997500 I TOP NT FINISH PLANS AND FINISH SCHEDULE O 79 5d MIN COLWER TOP W/ 4- BACKSPLASH 10200A METAL LOWER, PAWED TO MATCH BRICK Nor UsEn DMSION 12 - R9 M. NOT USED NOT USED DMSION 14 -- pV�ERRTICAL TRANSPORTATION �/ 14240 kIiERYE011►TEE SUP ORTP STEEL REQUIn 14240.0 ELEVATOR HOIST BEAM 14240.D STAINLESS STEFl ELEVATOR DOOR AM FRAME. N W H LU Z b LU LU v� m v C8z� 0 O CO) w� i9 U a� � wg� F 0 e� U stumrai Bag ecn LYNCH, HARRISON, BRUMLEVE =vt OokA.m.. C317) 'lodl�aa46Z03 These drawings indicate the general scope of the project in terms of architectural design concept, tte dimensions of the building, the major mchitectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis at the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 1*81" Mr. Stair and Elevator Sections and Details RalNlaio� MW Dots [*$= By Cha kW By 3/10/06 BSF RRS CarRtbd By: l SCy��q aL-? AR e079N163 A450 Project Number. 25429 W LU Z LU LU v� m v Q 0 O CO) These drawings indicate the general scope of the project in terms of architectural design concept, tte dimensions of the building, the major mchitectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis at the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 1*81" Mr. Stair and Elevator Sections and Details RalNlaio� MW Dots [*$= By Cha kW By 3/10/06 BSF RRS CarRtbd By: l SCy��q aL-? AR e079N163 A450 Project Number. 25429 CD CL Cr M N CD M cn rn CD 1 N 11" _ Z o .. U N C. ^, W 44 11 Stair Detail .0451 3" =1' -0" 1}' HARDWOOD STEEL IA. PAINTED STEEL BRACKET WELD HANDRAII 11" PAINTED 0; J" PAINTED 05 1}" HARDWOOD 14- PAINTED 0; J'DIA. PAINTED STEEL BRACKET WELD HANDRAIL 4 01 Stair Railing Detail �I a 1 �i 10 .0451 i i I i ° N J" SO. 05720.0 i cV I i 11' SQ. 05720.0 i STEEL CHANNEL 05120.A I lnl�o I 1 I N 05511 A z IM03 9 Stair Railing Detail 451 11/2" =1' -0" I 3 3' -11" 14 "1 3' -11" 1 9 CM F5 CD Ln ONE HOUR FIRE RATED HORIZONTAL ASSEMBLY 7451 3rd Floor Stair Railing Plan 4 1 2nd Floor Stair Railing Plan 451 1 st Floor Stair Railing Plan .0451 North Stair Section 1/4"= 1 - 0 1/411= 1 0 1/4 "=I 0 ONE HOUR FIRE RATED HORIZONTAL ASSEMBLY Keynotes DIVISION 11Q- GENERAL REQSURnIENTS 11 T} MTIH E REW46DIfl D ON THE THE 0 6 I '� SPECIFICATM XG IN S 18 DM�SIOHN FO�RIIAT. DMSION 2 - SREW= $02300.1 FINISH GRADE. OVER Apps 0211 M� FILL RARRIIIi 02620A FOUN"TION DRARAGE 02751A CONCRETE SDEIMALK DIVISION g ETE 3 - CONCR M.0 SM&P 03360A SEALED CONCRETE DIVISION 4 - VASONRY 04720A DIMENSIONED ARCHTTECMAL GIST STONE �720.1 CAST 10 M040RAGE SYSTEM 7E 99 bW 04720p.E CAST STONE ACCENT BLOCKS 011 4 8.1 �"�rlo 1�• O.C. EACH WECTM. 04{5g0 HORIZONTAL � 0j�A5 O.C. N�o EACH DIRE O C. vERT1GU LY. 04810.6U��EiION I "" �044881$o.H C�0M, DRAINAGE M�IATERIIL 8 10.' VERTTAGL�N6TROL JOINT W O.C. B'AQU ROD a SEALANT. 0481$01 FACE BRIOC SOUDT CITY DUNES GREY SMOOTH OR APPROVED EQUAL M I IO 119. 0 IN. 1W W.WMRL 0481 O.P 8 BOND 80EMM CMU W/15 R01FORCEIAX BAR AND 3000 PSI GROUT DIMSION 5 - METALS 051 1 A 2 STFEL FRAINIG MEMBER I W� STEEL. DECKING ZE ANO AS MNO 0 1 -4. O.C. IMA .B MMd� 51� GALICE AS NOTED J.BI rea [11 INPA= ppOS�5,�0p0p.G ST�RLCTpU�RAAL STEEL ROD AND RATE ASSEMBLY 05511 AA META AL AL LF; PSSTT TAIRRS CONCRETE FILL 1p�721 p1A, A GALUMNUM ORNA"AL PALM 05720.0 PAMITED 'MET'KAWWEM RAILING DIVISION 6 - WOW AND PLASTICS 06100 B FI T�rx�EATyEDpRWOOD BLOCKING. 100 4' TREATED GRANDE PL�WO 0 10THMIG. 06200E 2 X :0 11 FRAW ING W M IMP �a 11&'WT N AW /BACKSPUSH WOOD M M 8400 F f !PRI �COUN 4dI NAVATORY ..6 &8FAIRF � W NDOW STS �400'N Aj 2x CEDAR WOOD FR4" WK NN A MM f O6615AA SYNT NMARBLE COUNTER TOP W/ 4" BACK SPULSH DIVISIION 7 - THERMAL AID MOMSTURE PROTECTION �;ltA 13 � WATER PROOFING AR T 111I 2 24• AVER�AVER FABRIC $721 R u �gPOL`1�S�1YRE1� INSl11 ATION. 0 1 7Y-,ONIACEEI CLASS FIBERRBATT INSL1ATION ADIVO MSA VAPOR A S IS Y SOCYANURA'� TION I'T." . 1 MILE "ROOF�T MH ALUM" IN M LUMINUM �ENTAL BEAM PATE 10r.G R� MMN A W!BOL�BRK2C EDGE AND CONE. CLEAT M7841A S8ffMXPENETRA__ T1QNRSTDP BACKER 0777922y00�..3C SEALANT JOINT. 87�20A �cLIT- -OFF ANASTICPREFORIIED JOINT FILLER AND SEALANT. DIVISION e - DOORS AND WINDOWS 081IOA STU DOOR. 0611003 STEEL DOOR- THERMAL RAT EDD. � 063861 A PREFMHED MISU TTED METAL GARAGE DOOR Foil 011"T88" K%YL&M PATIO/FREJNCH DOOR. oe550.0 ALLMMANM CLAD WOOD WINDOW LIKE ANDERSEN 400 SERIES On= ALU 4LN CLAD WOOD WOOD VAN ATTACJ•MI M EXTENSION OPERATOR 088008 1 y�ppTETIN I�ASSS GLASS 06600.0 114 TEMPERED GLASS �1 M BA GLASS DIVISION 9 - FINISHES 09g2 30A -REINFORCED CEMENT COLUMN Q$ B �� AI R & VAPOR BARRIER. 0960 6' �/ • M STUD O 11 •CSTEEL SUSPENDED (3t]LNG 1< SOFFIT FRAM9NG M K STUD 1 B C. 0��g92gF 7 8 FURRING CHANNEL 0 le O.C. 091601 ATTENUA E ETT 09260.1 1 2 CEMENT BOARD 60x STEEL CEILING FRAMIING 09 680of X GYPSUM BOARD 09255A SHAFT SHAFT WALL ASSEMBLY 09 I�A pff"I T AETIBRANNE LE 1e FNllSH PLANS 09310.0 POLYMER JAODIFIED GROUT F.8 A16LAWI COLOR AM4ITCHC G� CELNNDISPENSION sYSTEM Mi 15SY -IN ACOUSTICAL CEILNG SUSPENSION SYSTEM 096800Ai CRAM RE C. SEE R Top FINISH PUNS AND FINISH SCHEDULE 8751.6 ¢Ww. __ IT COUNTER TOP W/ 4• BACI(SPLASH DIVISION 10 - 10200A METAL LOUVER PLANTED TO MATCH BRU DMSION II - EQlN1PMENT NOT USED DMSIONN 12 - FIJRM."S NOT USED SPECIALMMMEDON NOT USED DMSION 14 - V(E,RggTM TRANSPORTATION y 142409 2MNTER11EDIAW SUPPORTP� REQU� 14240.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL. ELEVATOR DOOR AND FRAME, N W H Lou BSF N Z Q 2! m Q W W 0 oC ca w " C8 t� Z J rn � x V) w F O V) U Structural Engineers LYNCH, HARRISON, BRUIVILEVE SSO Via Avmn o1o17 Mt>�Im.4= Scope DroWtVt These drawings indicate the general scope of the project in terms of architectural design concept, the dtmeni=3 of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DnrMp Me: Stair Railing Geometry and Details RolAsials: bate ate W Checked By Lou BSF N Z Q 2! m Q W W 0 oC ca Q V t� Scope DroWtVt These drawings indicate the general scope of the project in terms of architectural design concept, the dtmeni=3 of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DnrMp Me: Stair Railing Geometry and Details RolAsials: bate ate Dro n By Checked By 03/10/06 BSF RRS CerNed Br. P`L scy��q AR 09 163 DravAm Number. A451 ftoject 25429 r-r CD a Cr M 0) IF-4. CD CD CA) HANDRAIL SYSTEM NEWEL POST L.J. SMITH (USMITH.NET) POST TO POST STYLE HANDRAIL HANDRAIL: U -6000 BALUSTER: U -5060 NEWEL POST: U -4091 BOX TYPE i- BALUSTER oo, b i N b 4. lV Mo. 06400.E 6400. 6 WO.E l a4 4 9 TREADS 0 11" EA. 1 U I KLAUS 9 11 LA. 9 TREADS 0 11" EA. 10 TREADS 0 11" EA. �.r I F 9 TREADS 0 11" EA. 7 e- T U I KLAUS v 11 - I:A, mill 4' -8' l 8'4 9 TREADS 0 11' EA. 402 Fourth Floor Stair Plan - S4 1/4"= 1 - 0 3,4 10 TREADS 0 11" EA. I Ell F- LU NMI 3/10/06 9 TREADS 0 11" EA. Co Z DN aaaaJ UJ Stair 15710.B �a C LS 5 if F. HV � %0 I 0 72 .B 42 w Stora f U 10 TREADS 0 11" EA. cn s2 O Fourth Floor Stair Plan - S5 V) U 1/4 - 1 0 �.r I F 9 TREADS 0 11" EA. 7 e- T U I KLAUS v 11 - I:A, mill 4' -8' l 8'4 9 TREADS 0 11' EA. 402 Fourth Floor Stair Plan - S4 1/4"= 1 - 0 3,4 10 TREADS 0 11" EA. I Ell F- LU NMI 3/10/06 W Co Z w Q aaaaJ UJ w_ �a C CS � w Stora U is cn Wig in � F g Third Floor Stair Plan - S4 452 1/4 " =1' -0" "'t 4, -!f R, -Y 1 U I KLAUS V 11 LA. A s2 Fourth Floor Stair Plan - S3 1/4"= 1 0 im 12 NINE 452 Section Detail 452 Third Floor Stair Plan - S5 A452 Third Floor "Stair Plan - S3 1 " = 1 # - 0 " 1/4 1 0 1/4 1 -0 Keynotes DM o 1 - pQXRAL REQUIREMENTS 12 FICA WO W .TM DMSX>!I 2 - SM MORX ItIA VA SAM � A c DMSIQN 3 - CONCRETE 11A QftiISION 4 - WSONR'f A F _. ,CAST STCNIE IDING A 0 O.C. EACH DIRECTION. o. • Knk IN Y. S. EDGE 1 . VNiI' ALA' uc"� 1 r 015 D.C. 1 :IC FF JOINT w EE ROD & Op� 1 :N F D�f Y N� R OR CUAL 1 .9 s D w /ENE eA 3000 DMS10N 5 - METALS 1111:8 A STEEL FFliAAM(ING MEMBER A NG �NNU G, " GAUGE AS OED O.C. A pp���STS EUP EP f FRAMI :H STEEL ROD AND PLATE ASSEMIXY TAN kV� NG N � RAILING RILING WSION 0 - WOOD AND PLASTICS 1 A FIR TREATED WOOD BLOCKING. NG 1 SHIM. GRADE F w000 SFTFi1THM 1 X 44 A ONG, MOLDING Jt ARCHITEURF R Nit /BACKSPUISH f R LAVATORY TRIkk OM :C 8 OM NOTED .H w WN00W pN N A A WOOD _F1IAMNG :N PN / 1 1 A W/ 4- BACK SPLASH DNSION 7 - THERMAL AND MOISTURE PROTECTION 7A WROTE -A P WATER PROOFING ALSPA Y FABRIC y X 24 Aye A I R TION POlYS1YRENE NSUWION. 7 - 14�lJNF r BATT &W ON. A VAPOR AIR TRATIQN BAfI21ER j . EtErT�MIURA IN T10ADHERED j77 : A w%rPSUM BOARD 1711.1 ANURATE ROOF TXkI R20 76 :C IFIRN NC w/DRIP EDGE AND CONT. CLEAT M LUMINUM WTAL BOL BRICK A JOlA ,rTHp�BACKER ROD. 79 : CUT- NT WITH ��D JONi FILLER MID SEALANT. DIVISION 6 - DM AND WINDOWS 11 QA 11 �ppplAL RATED. E A StNI w0 lµ41 E - 1 FIRE RATED .A m �I DDOOOORR 89 B , A ANIJIOJU PATIO/FRENCH DOOR. A ' w� �TKT cHU NT " Ij�MIPE ixAT1JG GLASS : �(4 N�)REL�GLASS 14 MI DMWN 0 - FISHES 2 B . - CE MM COL1111N MAT AIR Jc VAPOR FLABBIER. J► X . 5TEEL SUSPENDED C4JNG All SOFFIT FRAMING 8 1 ;G K 0 6 0. • 0 16' O.C. .H .I ND KETS :L X EL C FRAMING W ` BOARD . w Y 1 A ICWiWO ULE FINISH PLANS t 1 XY i YODIFIED GM 11, 16 Y- 2 LAYY N� � CEJU NG � SnTElll .B STRIP w [TA ff /FNSFI� FINISH SCHEDULE 1�1 Al op DM" 10 - SPECIALTIES 10200A METAL LOUVER, PAINTED TO WITCH BRICK DN" 11 - EQIAPMENT NOT USED DM" 12 - ZROULM MDT USED NOT USED DMSION 14- VERTC TRANSPORTAT y4ypIAME�µ �y 148 QL M 4pC10. PiR EVTOR DOOR AND FRAME N F- LU H 3/10/06 W Co Z w Q aaaaJ UJ w_ �a C CS � w � U is cn Wig in � F O V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 550 Vlryfnla Avenue Indianapolis, Indiana 46203 (317) 706 -2075 Scope Drtfts: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drmft rft Stair Railing Geometry and Details RavWone: bane Dab F- LU c 3/10/06 W Co Z w Q aaaaJ UJ w_ �a C V � Scope Drtfts: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drmft rft Stair Railing Geometry and Details RavWone: bane Dab Drawn By Checked By 3/10/06 BSF RRS CerNW By: SCy��q AR o09%163 Drawing Number A452 Project Number 25429 -D r-« CD a Cr W Cn r-« CD 3 M cc CD N DOOR AND FRAME SCHEDULE FRAME LABEL RDWf� - REMARKS i z z LLJ O C:) 101A 1018 101C 102 DOOR _ SIZE DOOR J AL WD WD WD O W - 01 01 O1 C� - - - - -J AL HM HM HM Zp W F2 Ft 1`1 C� - - - DIMENSIONS (IN INCHES) Z = �45 MIN. 4 - 6 - 5 ABBREVIATIONS (2)3' -0" 3' -0' 3' -0' = 7' -0" 7' -0" 7' -0" 7' -0" LO W F-- 1 3/4" 1 3/4" 1 3/4' 1 3/4' 2 H2 H2 H2 J2 J2 J2 (n - - - AL - AUlMNUY OR � REAM DC - DOOR OOKACT DO. DEAD MOLT n• FREE LINE HMI- HOLLOW MAL HO HOLD OPM PO -POW OPEWITOR F41 in PROV RFAM W_ Intl - - - - -- - - 103 104A 1046 104C 3' -0" 3' -O" 3' -0" 3' -0' 7' -0' 7' -0" 7' -0" 7' -0" 1 3/4" 1 3/4"' 1 3/4' 1 3�4' AL WD WD - WD - D2 DI D1 - - HM HM HM F3 F1 F1 F1 is - - - - H2 H2 H2 - J2 J2 J2 _ - -- - - - - 60 MIN. 60 M_IN. 60 MIN. 1 2 2 2 - - - -- - - - 105 106 107 108A 168B _3' -0' 3' -0' 3' -0' 3' -6' 3' -6' 7' -0" 7' -0' 7' -0' 7'-O" 7' -0" 1 3/4" 1 3/4' 1 3/4' 1 3 4' 1 3/4' WD WD WD HM WD - 01 D1 D1 D1 D1 - - - - - HM HM HM _ HM HM 1`1 F1 F1 - - - - - H2 -- H2 H2 H3 H2 - J2 J2 J2 J3 J2 - - - 90 MIN. - - 60 MIN. 7 7 7 2 -- - — - -- _ - - 108C 3' -O' _7' -0" 1 3/4' HM_ D1 - HM F4 - H3 J3 2/A403 US26D STANLEY 1 1 - 109A 3' -0" 7' -0" 1 3/4' WD 01 - HM Ft - H2 J2 - 45 MIN. 12 - 109B 8' -8' 8' -Ow - WD D3 1" STL - - 1/A405 1 A405 - - - DOOR 110A 3' -0" 7' -0" 1 3/4" WD D1 - HM Ft - H2 J2 - 45 MIN. 12 _GARAGE - 110B 8' -8' 8' -0" - WD 03 1" STL - - 1 A405 1 A405 - - - _ GARAGE DOOR 1 1 1 A 3' -O' 7' -0' 1 3/4' WD Di - HM Ft - H2 J2 - 45 MIN. 12 - 1 1 1 B 8' -8' 8' -0" - WD D3 1' - WD F4 1/A405 1/A405 - - - GARAGE DOOR 112A 3' -O" 7'-0" 1 3/4" WD D1 - HM F1 - H2 J2 - 45 MIN. 12 1 - 112B 113A 8' -8' 3' -0" 8' -0" 7' -0' - 1 3/4" WD WD 03 D1 1" - STL HM - F1 - - 1/A405 H2 1 A405 J2 - - - 45 MIN. - 12 GARAGE DOOR 113B 8' -8' 8' -0" - WD D3 1' STL - - 1/A405 1 A405 - - - GARAGE DOOR _ 4478 (2)2' -6" 7' -0' 1 3/4" WD D2 1' AL 1`5 - 2/A403 2 A403 201A 3' -0' 7' -0' 1 3/4' WD D1 - HM F1 - H2 J2 - 60 MIN. 2 - 2018 3' -0' 7' -0" 1 3/4' WD 01 - HM Ft - H2 J2 - 60 MIN. 2� - 202A 3' -O' 7' -0" 1 3 4' WD D1 - HM F1 - H2 J2 - - 6 - 202B 3' -0" 7' -O" 1 3/4' WD 01 - HM F1 - H2 J2 - - 6 - _203 3' -O" 7' -0' 1 3/4' WD D1 - HM F1 - H2 J2 - - 5 - 204 3' -0"� 7' -O" 1 3/4' WD D1 - HM Fl - H2 J2 - - 5 - 205 3' -0' 7' -O` 1 3/40 WD 01 - HM Ft - H2 J2 - - 7 - 301A 3' -0" 7' -0' 1 3 4" WD D1 - HM F1 - H2 J2 - 90 MIN. 2 - 301 B 3' -O" 7' -0' 1 3/4" WD D1 - HM Ft - H2 J2 - 90 MIN. 2 - 302 3' -0" 7' -0' 1 3 4' WD D1 - HM F1 - H2 J2 - 20 MIN. 7 - 304 3' -0" 7' -0" 1 3/4" WD 01 - HM Ft - H2 J2 - MIN. - 305 3' -O' 7' -0" 1 3/40 WD D4 1" WD F4 - H1 11 - _20 20 MIN. _7 12 - 306 (2)2' -O" 7' -0' 1 3/4' WD D1 - WD F5 - H1 J1 - - 9 - 307A 3'-0' 7' -O" 1 3/4" WD D1 - WD F4 - H1 5 307B 2' -10" 7' -0' 1 3/4' WD 01 - WD F4 - H1 SIM J1 SIM - - - POCKET DOOR 308 _(22' -0" 7' -0" 1 3 4` WD 01 - WD F5 - H1 J1 - - 10 - 309 (2)2' -0' 7' -0" 1 3/4' WD DI - WD F5 - H1 J1 - - 9 - 310 2'-8' 7' -0' 1 3/4" WD DI - WD F4 - H1 J1 - I - - 313 (2)2' -10" 7' -0' 1 3/4' WD D2 1" AL F5 - 2/A403 2 A403 _8_ - 314 3' -0' 7' -0" 1 3 WD D4 - WD F4 - H1 Jl - 20 MIN , 12 315 (2)2' -0" 7 -0" 1 3 4" WD D1 - WD F5 - H1 _- -- 316 2)2' -0" 7' -0" 1 3/4' WD 01 - WD F5 - H1 J1 - - 9 - 318A 3' -0" 7' -0" 1 3/4" WD D1 - WD F4 - H1 J1 - - 5 318B 2' -10' 7' -0" 1 3/4N WD D1 - WD F4 - H1 SIM J1 SIM - - - POCKET DOOR 319 (2 )2' -0" 7' -0" 1 3/4" WD 01 - WD 1`5 - H1 - 320 2)2' -6' 7' -0" 1 3/4" WD D1 - WD F5 - H1 J1 - - 9 - -- 321 2 )2' -0' 7' -0" 1 3/40 WD D1 - WD 1`5 - H1 J1 - - 9 _ 323 (2)2'-0' 7' -0" 1 3/4"' WD D1 - WD F5 - H1 J1 - - 9 - 325 (2)2' -10" 7' -0' 1 3/4" WD 02 in AL F5 - 2/A403 _ - 326 3' -O' 7' -0" 1 3/4' WD D4 - WD F4 - H1 11 - 20 MIN. 12 - 327 (2)2' -0' 7' -0" 1 3/4" WD 01 - WD F5 - H1 J1 - - 9 - 328 (2)2'-0- 7' -0" 1 3/40 WD D1 - WD F5 - H1 J1 - - 9 _ 329 3' -O' 7' -0" 1 3/4' WD D1 - WD F4 - H1 J1 - - 5 - 331 (2)2' -0" 7' -0" 1 3/4" WD 01 - WD F5 - H1 J1 - - 10 - 332 (2)2'-0' 7' -0" 1 3 4' WD Dt - WD F5 - H1 - 333 (2�1' -6" 7' -0' 1 3 4" WD D1 - WD F5 - H1 J1 - - 9 - 335 (2)2' -6" 7' -0' 1 3/4" WD 01 - WD F5 - H1 J1 _ - - 9 - 338 3' -0" 7' -0" 1 3 4' WD D4 - WD F4 - H1 11 - 20 MIN. 12 - 339 _3' -0" 7' -0" 1 3/4' WD 01 - WD F4 - H1 11 - - 5 - 340 (2)2' -0" 7' -O" 1 3/4" WD D1 - WD F5 - H1 J1 - - 9 - 341 3' -0" 7' -O' 1 3/4" WD 01 - WD F4 - Hl J i _ _ 9 _ 342 2' -8- 7' -0" 1 3/4' WD D1 - WD 1`4 - H1 J1 - - 8 _ 343A 2' -0' 7' -0" 1 3/4" WD Di - WD F5 - Hl J 1 - - 8 3438 2' -0" 7' -O" 1 3/4' WD Di - WD F5 - Hl J 1 - - 8 - 401A 1' -8" 7' -0" 1 3/4` WD DI - WD F4 - _ _ - 9 _ 402 (2)2' -10" 7' -0' 1 3/4" WD D2 IN AL F5 - 2/A403 2/A403 - - 11 - 404 (2)2' -6" 7' -0" 1 3/4' WD D1 - WD F5 - - - 10 - 405 2' -6' 7' -0" 1 3/4" WD D1 - WD F4 - _ j _ 5 _ 406 1' -6' 7' -0" 1 3/4" WD D1 - WD 1`4 - _ _ 8 _ 407 (2)2' -0" 7' -0' 1 3/4" WD 01 - WD F5 - _ _ 9 _ 408A 4088 2' -8' (2)2' -6' 7' -O" 7' -0" 1 3/4" 1 3/4" WD WD D1 D2 - 1" WD AL F4 1`5 5 _ - 409 2' -8' 7' -0" 1 3/4" WD 01 - WD 1`4 - _ _ 8 _ 410 411 2' -8' 2' -8' 7' -0" 7' -O" 1 3/4' 1 314' WD WD 01 Dl - - WD WD F4 1`4 - _ _ 5 g _ 412 (2)2' -0" 7' -0" 1 3/4" WD Dt - WD F5 - _ _ 9 413A 1' -8' 7' -0' 1 3/4" WD D1 - WD F4 - _ _ _13- - _ 414 2' -6" 7' -0" 1 3/4" WD 01 - WD F4 - _ g _ 415 (2)2' -0' 7' -0" 1 3/4" WD D1 - WD F5 - _ - 9 _ 416 2' -8' 7' -0" 1 3/4" WD 01 - WD F4 - - - 8 - 417 419 (2)2' -10' (2)2' -6' 7' -0" 7' -0" 1 3/4' 1 3/4" WD WD 02 D1 in - AL WD F5 F5 - 2/A403 2 A403 - - 11 10 - — - 420 2' -6' 7' -O" 1 3/4" WD D1 - WD F4 - _ _ 5 _ 421 t' -6' 7' -0" 1 3/4" WD 01 - WD F4 A23A 2' -8' 7' -0" 1 3/4" WD D1 - WD F4 - 5 4238 (2 )2' -6" 7' -0" 1 3/4" WD 02 IN AL 1`5 - 2/A403 Z A403 10 - 424 2' -8' T -0' 1 314" WD D1 - WD 1`4 - _ _ - 8 425 2' -8" 7' -0" 1 3/4" WD O1 - WD F4 - _ _ 5 _ 426 2' -8' 7' -0" 1 3/4' WD D1 - WD 1`4 - _ _ 8 _ 427 (2)2' -0' 7' -0" 1 3/4" WD D1 - WD F5 9 _ 428 2' -8" 7' -0" 1 3/4' WD D1 1' AL F4 - 2/A403 2 A403 - - 12 - 428A 1' -8" 7' -0" 1 3/4" WD 01 - WD F4 - 8 _ 430A (2)2' -fi" 7' -0' 1 3/4" WD Dt - WD 1`5 - _ _ 10 _ 430B 2' -8" 7' -0" 1 3/4" WD D1 1" AL 1`4 - Z/A403 2/A403 - - 12 - 431 432 2' -8' 2' -6" 7' -0" 7' -O" 1 3/4' 1 3/4" WD WD D1 D1 - - WD WD F4 F4 - - - _ =_)8 _ 5 - (G _ 434 2' -8' 7' -0' 1 3/4' WD D1 - WD F4 - _ _ 8 _ 435A 2' -8' 7' -O" 1 3/4" WD 01 - WD F4 - _ _ 5 _ 435B (2)2' -6' 7' -0' 1 3/4' WD D2 1 " AL 1`5 - 2/A403 2/A403 - - 11 - 436 2' -8" 7' -0" 1 3/4" WD 01 - WD F4 8 _ 437A 2' -8' 7' -0" 1 3/4' WD D1 - WD F4 - Ht SIM J1 SIM - - 5 437B 2' -10" 7' -0" WD O1 - WO 1`4 - POCKET DOOR DOOR AND FRAME SCHEDULE 2r 2r 20 2" 2' 2' • SEE SCHEDULE 1' -2 2' 2 1' -2 2r SEE SCHEDULE 2r 2' 2" SCH N N !� • N 0 I U i '�u A 0 F1 F2 F3 R F5 Door Elevations 50 1/4 "_1' -0" GENERAL DOOR AND FRAME NOTES 2. DOOR AND FRAME NUMBERS ARE THE SAME AS ROOM NUMBERS. IF MORE THAN ONE DOOR OCCURS 3. IN A ROOM, A SUFFIX WILL BE ADDED TO DOOR NUMBER. 4. VERTICAL FRAMING MEMBERS AT ALL STEEL FRAMES SHALL EXTEND TO STRUCTURE ABOVE. 5 ALL STEEL LINTELS IN EXTERIOR OPENINGS SHALL BE GALVANIZED. PROVIDE CONTINUOUS 2X WOOD GROUNDS AT JAMBS OF ALL DOOR FRAMES IN GYPSUM WALLBOARD WALLS. 7. ALL STEEL DOOR FRAMES IN MASONRY OPENINGS SHALL BE GROUTED SOLID. ALL DOOR FRAMES SHALL BE CAULKED ALONG ALL SIDES. PAINT ALL NEW AND EXISTING STEEL DOOR FRAMES UNLESS NOTED OTHERWISE. SEE FINISH SCHEDULE FOR PAINT AND COLOR TYPE. 47 'I 09260.A 07210.D 09260.D 07920.6 ' O811o.c s0 plead Detail J2 Jamb Detail 3 1 0 50 31' -0" )721( )472( )762( )550( 17920 18110 20UTI SOU 1 t-� • 06100.E 09260.E 09260A 08110.0 09260.0 09260A 09260.E 0721 O.B 06100.E 07920A 06100A 8110.0 ROUTEE SOLID) 07920.8 0481 OA r D1 oz D3 q D4 Door Elevations 5 1/4 "= 1 t_ 0 w Lintel Schedule 1. MERE WIELS ARE SHOMd ON DRAW= BUT NOT NOTED; MHERE OPENINGS NOT SHOMI ARE CUT THRU MASONRY CONSTRUCTION AHD REQW UNIELS, AND MHERE LINTELS ARE NOT SHOMG OR NOTED ON DRAWN THE FOLLOIIMIC SHALL GOVERN FOR ALL OPENINGS I STEEL LINTELS METH OPE1M1G5 UP To 4'-0' SHALL HAYS 1. OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN C. A. FOR OPEHWCS LP TO 4'-0' PROWDE (1) 3 1/2' X 3 1/2' X 5/10' ANGLE FOR EACH 4' THIGO�ESS OF HALL MERE MORE THAN 2 ANGU3 ARE PROVIDED AND ARE NOT CONCEALED; PROVDE 1/0 SIM PLATE NE DED TO BOTTOM OF AIRM MERE EXPOSED. B. FOR OPENa+cs GREATER THAN 4'-0' AND LESS THAN 0'-0' PROVIDE (1) 0' X 3 IIT X 3/II' ANGLE FOR EACH 4r T10CIOESS OF WALL MERE MORE THAN 2 ANGLES ARE PMW AND ARE NOT CONGEMED, PROVE 1/4- STEEL PLATE VIM TO BOTTOM OF ANGLES MERE EXPOSED. l PRECAST CONCRETE LNIELS SHALL NAVE II' OF BEARING AND BE RENFOW AS FOLLOMS LP l0 0' -4r SPAN. 4' TO 0' YME - (1) 04 BAR TOP AND BOTTOM II' TO 10' W E - (2) /5 BARS TOP AND BOTTOM 12' TO 14' WE - (2) j5 BARS TOP AND BOTTOM Hardware Schedule NOTE(1):USE ADHESIVE APPLIED FELT PADS FOR SILENCERS ON WOOD FRAMES NOTE(2):HARDWARE SUPPLIER TO COORDINATE HARDWARE IMMs FOR COMPLETE SET OPERATION HHARDWARE SET 1 1 PR. PIVOT HINGES P1/P2/P3 AL GLYNN JOHNSON 1 PANIC DEVICE 3547A TL USM VON OtPRIN t CYLINDER 1E72 USM BEST SYSTEMS 1 PULLS 140 US280 ROCKWOOD 1 CONCEALED CLOSER 5010 AL LCN 1 THRESHOLD 424 AL NATIONAL GUARD NEADIERSTRIPPING BY DOOR SUPPLIER HARDWARE SET 2 1 PR. PIVOT HINGES Pi/P2/P3 AL GLYNN JOHNSON 1 PANIC DEVICE 3547A TL US25D VON DUPRIN 1 CYLINDER IE72 US25D BEST SYSTEMS 1 PULLS _ - __ 140 US25D ROCKWOOD AL LCN 3 PR. DOOR FRAME LABEL RDW REMARKS z Z US25D VON DUPRIN US260 BEST SYSTEMS SIZE PULLS 140 US26D ROCKWOOD 2 1 CONCEALED CLOSER THRESHOLD 5010 424 AL LCN AL NATIONAL GUARD DIMENSIONS (IN INCHES) DOOR SUPPLIER SET In HARDWARE 3 PR. ABBREVIATIONS DO • DOOR Owwr O PANIC DEVICE CYLINDER 3547A TL 1E72 U UJ PULLS CLOSERS 140 4110 US260 ROCKWOOD AL LCN 2 (TALL STOPS 407CCV m J FB8179 4-1/2 X 4-1/2 (n N • OEM BOLT IL • mRt LIT[ flow LOCKSET (PRIVACY) WALL STOP 7i = H DOOR SILENCERS W C7 � W C7 2 (n US26D STANLEY 1 1 tell..111im om Inn 438 (2)2 -10" 7' -0' 1 3/4' WD D2 IN AL F5 - 2/A403 2/A403 US26D STANLEY 1 1 LOCKSET (STOREROOM) WALL STOP - 440A (2)2' -6" 7' -0" 1 3/4" WD D1 - ! WD F5 - - - 10 - 440B 2' -8" 7' -0' 1 3/4" WD D1 1' AL F4 - 2/A403 2/A403 - - 12 - __441_ 2' -_84 _ 7' -0" 1 3/4' WD D1 - WD F4 - _ _ 8 _ 442 2' -6" 7' -0" 1 3/4" WD D1- - -- WD F4 - _ _ 5 _ 444 2' -8' 7' -0" 1 3/4" WD D1 - WD F4 8 _ 445A 2' -8" 7' -0" 1 3/4' WD D1 - WD F4 - _ _ 5 _ 4458 _ 2' -10" 7' -0' 1 3/4' WD _D1 -_ WD F4 _- - -- H1 SIM J1 SIM - - POCKET DOOR 446 2' -O" 7' -0" 1 �/4' WD 01 - WD F4 - _ -- - _- - 8 _ 447A 2' -8" 7' -O" 1 3/4' WD D1 - WD F4 - _ _ 5 _ 4478 (2)2' -6" 7' -0' 1 3/4" WD D2 1' AL 1`5 - 2/A403 2 A403 - 448 2' -8' Y -0' 1 3/4'1 WD 01 - WD F4 2r 2r 20 2" 2' 2' • SEE SCHEDULE 1' -2 2' 2 1' -2 2r SEE SCHEDULE 2r 2' 2" SCH N N !� • N 0 I U i '�u A 0 F1 F2 F3 R F5 Door Elevations 50 1/4 "_1' -0" GENERAL DOOR AND FRAME NOTES 2. DOOR AND FRAME NUMBERS ARE THE SAME AS ROOM NUMBERS. IF MORE THAN ONE DOOR OCCURS 3. IN A ROOM, A SUFFIX WILL BE ADDED TO DOOR NUMBER. 4. VERTICAL FRAMING MEMBERS AT ALL STEEL FRAMES SHALL EXTEND TO STRUCTURE ABOVE. 5 ALL STEEL LINTELS IN EXTERIOR OPENINGS SHALL BE GALVANIZED. PROVIDE CONTINUOUS 2X WOOD GROUNDS AT JAMBS OF ALL DOOR FRAMES IN GYPSUM WALLBOARD WALLS. 7. ALL STEEL DOOR FRAMES IN MASONRY OPENINGS SHALL BE GROUTED SOLID. ALL DOOR FRAMES SHALL BE CAULKED ALONG ALL SIDES. PAINT ALL NEW AND EXISTING STEEL DOOR FRAMES UNLESS NOTED OTHERWISE. SEE FINISH SCHEDULE FOR PAINT AND COLOR TYPE. 47 'I 09260.A 07210.D 09260.D 07920.6 ' O811o.c s0 plead Detail J2 Jamb Detail 3 1 0 50 31' -0" )721( )472( )762( )550( 17920 18110 20UTI SOU 1 t-� • 06100.E 09260.E 09260A 08110.0 09260.0 09260A 09260.E 0721 O.B 06100.E 07920A 06100A 8110.0 ROUTEE SOLID) 07920.8 0481 OA r D1 oz D3 q D4 Door Elevations 5 1/4 "= 1 t_ 0 w Lintel Schedule 1. MERE WIELS ARE SHOMd ON DRAW= BUT NOT NOTED; MHERE OPENINGS NOT SHOMI ARE CUT THRU MASONRY CONSTRUCTION AHD REQW UNIELS, AND MHERE LINTELS ARE NOT SHOMG OR NOTED ON DRAWN THE FOLLOIIMIC SHALL GOVERN FOR ALL OPENINGS I STEEL LINTELS METH OPE1M1G5 UP To 4'-0' SHALL HAYS 1. OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN C. A. FOR OPEHWCS LP TO 4'-0' PROWDE (1) 3 1/2' X 3 1/2' X 5/10' ANGLE FOR EACH 4' THIGO�ESS OF HALL MERE MORE THAN 2 ANGU3 ARE PROVIDED AND ARE NOT CONCEALED; PROVDE 1/0 SIM PLATE NE DED TO BOTTOM OF AIRM MERE EXPOSED. B. FOR OPENa+cs GREATER THAN 4'-0' AND LESS THAN 0'-0' PROVIDE (1) 0' X 3 IIT X 3/II' ANGLE FOR EACH 4r T10CIOESS OF WALL MERE MORE THAN 2 ANGLES ARE PMW AND ARE NOT CONGEMED, PROVE 1/4- STEEL PLATE VIM TO BOTTOM OF ANGLES MERE EXPOSED. l PRECAST CONCRETE LNIELS SHALL NAVE II' OF BEARING AND BE RENFOW AS FOLLOMS LP l0 0' -4r SPAN. 4' TO 0' YME - (1) 04 BAR TOP AND BOTTOM II' TO 10' W E - (2) /5 BARS TOP AND BOTTOM 12' TO 14' WE - (2) j5 BARS TOP AND BOTTOM Hardware Schedule NOTE(1):USE ADHESIVE APPLIED FELT PADS FOR SILENCERS ON WOOD FRAMES NOTE(2):HARDWARE SUPPLIER TO COORDINATE HARDWARE IMMs FOR COMPLETE SET OPERATION HHARDWARE SET 1 1 PR. PIVOT HINGES P1/P2/P3 AL GLYNN JOHNSON 1 PANIC DEVICE 3547A TL USM VON OtPRIN t CYLINDER 1E72 USM BEST SYSTEMS 1 PULLS 140 US280 ROCKWOOD 1 CONCEALED CLOSER 5010 AL LCN 1 THRESHOLD 424 AL NATIONAL GUARD NEADIERSTRIPPING BY DOOR SUPPLIER HARDWARE SET 2 1 PR. PIVOT HINGES Pi/P2/P3 AL GLYNN JOHNSON 1 PANIC DEVICE 3547A TL US25D VON DUPRIN 1 CYLINDER IE72 US25D BEST SYSTEMS 1 PULLS _ - __ 140 US25D ROCKWOOD AL LCN 3 PR. PIVOT HINGES P1/P2/P3 AL GLYNN JOHNSON 2 1 PANIC DEVICE CYLINDER 3547A TL 1E72 US25D VON DUPRIN US260 BEST SYSTEMS 2 PULLS 140 US26D ROCKWOOD 2 1 CONCEALED CLOSER THRESHOLD 5010 424 AL LCN AL NATIONAL GUARD US25D IVES � M:ATFERSTRPPNG BY DOOR SUPPLIER SET In HARDWARE 3 PR. SET 4 BUTT HINGES FB8108 4-1/2 X 4-1/2 NRP US25D STANLEY 2 1 PANIC DEVICE CYLINDER 3547A TL 1E72 US26D VON DUPRIN US26D BEST SYSTEMS 2 2 PULLS CLOSERS 140 4110 US260 ROCKWOOD AL LCN 2 (TALL STOPS 407CCV US26D IVES HARDWARE SET s 1 -1/2 PR. BUTT HINGES FB8179 4-1/2 X 4-1/2 US26D STANLEY 1 1 LOCKSET (PRIVACY) WALL STOP LVX14C S3 407CCV US25D BEST LOCH( US25D IVES 3 DOOR SILENCERS SR54 - IVES 2 HARDWARE KICKPLATES SET 8 4' HEIGHT US26D - 1 -1/2 PR. BUTT HINGES F88179 4-1/2 X 4-1/2 US26D STANLEY 1 1 LOCKSET (ENTRANCE) WALL STOP MA014C S3 407CCV US26D BEST LOLL( US260 IVES 3 DOOR SILENCERS SR64 - IVES 2 HARDWARE IOCKPLATES 4' HEIGHT US260 - SET 7 1 -1/2 PR. BUTT HINGES 1`138179 4-1/2 X 4-1/2 US26D STANLEY 1 1 LOCKSET (STOREROOM) WALL STOP 93K7D14C S3 407CCV US2W BEST LOCIC US26D IVES 3 DOOR SILENCERS SR04 IVES 2 HARDWARE IOCKPLATES SET R 4' HEIGHT US260 - 1 -1/2 PR. BUTT HINGES FB8179 4-1/2 X 4-1/2 US23D STANLEY W 1 1 LOCKSET (PASSAGE) 93K7 -14C S3 WALL STOP 407CCV US26D BEST LOCK US21D IVES N ca z 3 HARDWARE DOOR SILENCERS SR64 SET 9 - IVY AL NATIONAL GUARD 3 PR, BUTT HINGES FB8179 4-1/2 X 4-1/2 USM STMNEY 06200.0 AWI 11458 2 d BALL CATCH RL30 DOOR STOP SR64 US25D IVES � 06200.D AWI J1487 HARDWARE SET In - 06100.F 09260A 3 PR. BUTT HINGES FB8168 4-1/2 X 4-1/2 � US250 STANLEY s R F O 1 LOCKSET (ACTIVE 4110 M -15C S3 US25D EST LOCK 1 PR. FLUSH BOLTS FB6 US25D GLYNN JOHNSON 1 2 FLOOR STRIKE DP2 WALL STOPS 407CCV US25D GLYNN JOHNSON US26D IVES HARDWARE ASTRAGAL BY DOOR MANUFACTURER FACTURER SET 11 ■� 3 PR. BUTT HINGES FB8166 4-1/2 X 4-1/2 NRP US25D STANLEY 1 LOCKSET OSER (ACTIVE LEAF) 44110 15c s3 AL LcN LoaG 1 PR. 1 FLUSH BOLTS FB6 FLOOR STRIKE DP2 USM GEYNN JOHNSON USM GLYNN at" 2 KICKPLATES 4' HEIGHT um - H3 Head Detail J3 Jamb Detail �� 1 424 K NATIONAL GUARD 0 3 „ : , , - 0 „ _ Jamb m�f b Detail Ma»�T>:�ING � � �� 3 1'- 0 3 1'- 0" N W 2 WALL STOPS 407CCV US25D IVES N ca z 06200.8 062OOA 1 7HRESHIOLD WEATI�TRN�ING BY 424 Doer SUPPLIER AL NATIONAL GUARD 06100.8 ASTRAGAL BY DOOR MANUFACTURER HAROMf SET 1 m 1 -1/2 PR. BUTT HINGES F88179 4-1/2 X 4-1/2 US26D STANEY Z 1 LOCKSET (ENTRANCE) 1 WALL STOP 3 DOOR SILENCERS WK7AB14C S3 407CCV SR64 US26D BEST LOCK US250 IVES - IVES 2 KICKPLATES 4' HEIGHT um - H3 Head Detail J3 Jamb Detail �� 1 424 K NATIONAL GUARD 0 3 „ : , , - 0 „ _ Jamb m�f b Detail Ma»�T>:�ING � � �� 3 1'- 0 3 1'- 0" N W H 1= LU �a N ca z <Z SIEMENS Q J J 0 W I— Q c m CS Z IA w co 19 U V) s R F O U Strut b1W BngbWM LYNCH, HARRISON, BRUMLEVE (317) 2075 Scope DM**= These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DOOR /FRAME SCHEDULE mmmm Re1HWa1a: WSW Date W ca 1= LU �a N ca z <Z SIEMENS Q J J 0 W I— Q c m Q V O co Scope DM**= These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DOOR /FRAME SCHEDULE mmmm Re1HWa1a: WSW Date Dram By Checked By 03/10/0$ AEG RRS Ce 01W By: 9� Qe AR 09 163 N Draft Number. A501 PrO�Ct IhAAber: 25429 -0 r+ CD CL Cr M v .-r CD CD CD =3. Q A I - - - - - - - I it - - - - - - I ❑ I ❑ I _ _..._ __....._.._._ . - - O , I Closet � I - 409 Bedro0o I � i I I I o � I I I � L bb DN o LL: Bothroo 1 41 ,2 I ,2 - 1111 HAC S tar 0 412 — — — — — — — — — — — — — — —, 0 DN ( I Closet I I Bat3hOroom 0 1 i I Bedroom Den I0 I L I = — aund o L — — — I 411 Fo er 2 a MBoter 1AM50 ! 100 I A6 I Closet II 9 I o ® 0 A603 I � I I N 1 ° HVAC Closet � 310 I I I I UO i- - - --1- Stair 1 Stair 1 S -3 I S -3 3 / ° 3 Toilet / ° UP 405 I I I o f �� I ° I �i I I o - - - -- - - - -- I I , _ o } ____ 5 I F- 1 o 22 11 II I I ( A6 Sittin I liitc n 402 i I 0 I o i Master I Bedroom I I I 404 I ° e � I II !i ! o 0 0 0 313 13 I Ll I T' Trace I I I 3403 I I I H Dinin j I--- I - - - -� I 312 — � I I 0 0 0 0 0 0 t = N 4 N A of Enlarged 4Plan ^ Unit A Enlarged Plan- Unit A 1/4 - 1 0 N General Notes A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF H C.M.U. DWENSIONS DEFIED QUESTIONABLE ARE TO BE oc � VERIFIED WITH THE ARCHnECT. DO NOT SCALE DIMENSIONS FROM DRAWINGS. EL COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. C. SEE WALL TYPE LEGEND FOR WALL D. ROOM NUMBERS CORRESPOND TO BUILDING FLOOR E CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS AS z OUTLINED IN PROJECT MANUAL F. PROVIDE PRECAST CONCRETE OR STEEL LINTELS OVER ALL MASONRY OPENINGS. SEE STRUCTURAL DRAWINGS U FOR ADDITION INFORMATION. G COORDINATE LOCATIONS OF OPENINGS IN WALL CONSTRUCTION O WITH MECHANICAL AND ELECCTRIGAL CONTRACTOR. H. PROVIDE BUILNOSE CORNERS AT ALL C.M.U. WALLS. L GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION STAGWG WITH OTHER TO MAXIM CLEARMW THROUGHOUT .TDB. J. MAWTAN 1-HR. FIRE RATING IN STAIR 1. STAIR 2, AND GARAGES E SEE 600 t 800 SERIES DRAWINGS FOR INTERIOR FINISH 0 DESIGN OF CONDOMINIUM UNTT A B. C A D SIMILAR Plan Notes 0 WRAP COLUMNS W/ 5/8' GYPSUM FOR 1 HOUR FIRE RATING O2 NARROW BEAM LIGHT FIXTURES AM UPWARDS TOWARDS FACADE f@3 PEDESTRIAN LIT: 44 1 HR. FIRE RATED ASSEMBLY O5 FIRE RATED 3/4' PLYWOOD 8'I HEX;HT. MOUNTED 4- AFF CONTINUOUS AT PERIMETER OF ROOM © BUILT-UP TAPERED INSULATION (1/4' PER FOOT SLOM O ROOF PAVERS ON ADJUSTABLE PEDESTALS O ROOF DRAIN AND aVEMUW DRAW 10 38•X38• ROOF HATCH ,1 CREHEIATION: SEE ELEVATION SHEET A300 SERIES FOR LOCATIONS 1© VERTICAL LADDER W/ CAGE: PAINTED 13 NAPOLEON GDBONT -M DIRECT VENT GINS FIRE PLACE 14 FORMCIAS COLUMN: SHAFT 118208; CAP )27101; BASE 1272DB 15 8- CMU CURB AT BASE OF WALL. SEE DETAIL 3/A201 18 SLOPE CONCRETE REF STRUCTURAL DRAWINGS Wall Types NOTE(1} USE TYPE X GYPSUM WALLBOARD FOR ALL LOCATIONS NOTE(2Y REFERENCE REFLECTED CEILING PLAN FOR EXTENSION OF WALL TYPES To THE STRUCTURE ABOVE. TOP TRACK TO ACCOMMODATE DEFLECTION. GYPSUM WALLBOARD TD EXTEND WTTNN 1 12.OF STRUCTURE; SEAL CYPSUM WALLBOARD AT STRUCTURE, WALL TYPE ASSEMBLY To Dam To ma cm NM3r WALL TYPES NOT SHOWN TO STRUCTURAL DECK ARE TO EXTEND 6' pN.} ABOVE HK,'N4ST GEEING oR BOTTOM OF EIULKFIEAD. PROVIDE FROM TOP TRAP( TO STRUCTURE ABOVE AT 48' O.C. (MAX NOTE(4r EXTEND CONCRETE MASONRY WHIN 1. OF STRUCTURE ABOVE TO ACCOMMODATE FOR DEFLECTION; SEAL AT STRUCTURE N101E(S}: MECHANICAL. ELECTRIA 0 PLUMING PIPES, DUCTWORK A ACCESSORIES ARE NOT TO TOUCH STRUCTURE. DWELLING UNIT SEPERATION WALLS ONE HOUR FIRE RATED ASSEMBLY TWO HOUR FIRE RATED ASSEMBLY W1 2 X t WOOD STUDS 0 18' ac. WITH - 1 LAYER 518• GYP. EACH SIDE W2 3 5 /a' 20 GA. METAL, STUDS 0 16e O.C. WITH ow— 2 LAYERS 518' GYP. EXT. SLOE AND SOUND ATTENUATION BLANKETS. MAINTAIN 1 HOUR FIRE RATING AND MIN. STC OF 50 uL / w!— 35 20 GIL METAL STUDS 0 16.O.C. WITH 2 LAVERS 5 1e• GYP. EACH SIDE AND SOUND ATTENUATION BLANKETS. MAINTAIN 2 HR. FIRE RATING 8' CONCRETE MASONRY UNIT WITH ONE Wr LAYER OF 518' GYP. FURRED ON ONE SIDE; 2 HOUR RATED FIRE WALL ASSEEBLY W5 3 518' 20 GA METAL STUDS 0 18. O.C. WITH Nor 1 LAYER 518• GYP. EACH SIDE W6 3 5/8' 20 GIL METAL STIOS 0 16. O.C. WITH _— 1 LAYER 5/8' GYP. EACH SIDE AND SOUND ATTENIIATION BLANKETS W7 3 5/8' 20 Gil MEUAL STUDS 0 16.O.C. WITH — 1 LAYER 5/8• GYP. ONE SIDE W8 8' CONCRETE MASONRY UNIT WITH r 2 HOUR RATED FIRE MALL ASSEMBLY W9 2 X 4 WOOD STUDS 0 18.O.C. WITH 1 LAVER 518' GYP. ONE SIDE W10 2 X 4. WOOD STUDS 0 16' D.C. WITH 2 LAYER 5/8• GYP. EACH SIDE W11 S iAFr WALL CONSTRUCTION _— 2 1/20 C -H 25 GA. STUDS 0 24. O.C. W/ 1 LAYERS 5/8' G.W.B. ONE SIDE & ,GYPSUM CORE BOARD OPP. SIDE N W H W I, oc � Co Z Q W V) Co � m C8 z P W w U $ C!) w F O V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 550 Vlr¢tia Awnw Irtdanapolia, Indiana 46203 (317) 706 -2075 Scope m n These drawings in the ge�!Q scope of the project in terms of architectural design concept, the dimensions of the building, the major urchitecturol elements and the type of structural, mechanical and electrical systems. The drawings do not necessonly indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrawtN� TR1ac Enlarged Plan Unit A Revw ww Issue Date W ca W I, oc � Co Z Q W LU Co � m a V � Scope m n These drawings in the ge�!Q scope of the project in terms of architectural design concept, the dimensions of the building, the major urchitecturol elements and the type of structural, mechanical and electrical systems. The drawings do not necessonly indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. DrawtN� TR1ac Enlarged Plan Unit A Revw ww Issue Date Drawn By Checked By 03/10/06 AEG RRS Certified By. t AR ('09N163 A601 Project Number. 25429 M. r� CL Cr W NA O CD CD aa N O 6 N ADJUSTABLE SHELF WOOD CABINET STAINLESS STEEL PULL .n 1 1/4' GR COUNTER STAINLESS HEAVY DUTY DOOR i WOOD CA WOOD E 1 1/4' GRANITE COUNTER TOP SINK- SEE PLUMBING DRAWINGS 1 1/4' GRANITE -t' COUNTER TOP L - -- �- STAINLESS STEEL PULL ADJUSTABLE SHELF WOOD INET '_a• I WOOD BLOCK 1 1/4' GRANITE COUNTER TOP HEAVY DUTY DOOR GLIDE �- STAINLESS STEEL PULL ADJUSTABLE SHELF WOOD-CABINET -9' WOOD BLOCK 4' BACK SPLASH SOLID SURFACE COUNTER TOP .t � C C STAINLESS STEEL PULL 96 C C HEAVY DUTY DOOR GLIDE PLASTIC LAMINET CABINET 1- WOOD BLOCK 2 %• 20 •1 19 Casework Detail ig Casework Detail 17 Casework Detail 602 Casework it DDetail 91 602 Casework Detail 602 3/4 1 0 A602 3/4 " = 1 ' - 0 ° 602 3/4 - 1 9-011 3 4' BACK SPLASH SOLID SUFACE COUNTER TOP W /INTERGAL LAVATORY STAINLESS STEEL PULL PLASTIC LAMINET CABINET WOOD BLOCK K15 Interior Elevation 602 1/4 " =1' -0" FRAMELESS GLASS SHOWER SYSTEM r STAINLESS STEEL HINGES MOSAIC TILE \\ SEE DETAIL 20/A603 OfN j/ h PAINTED STILE k RAIL DOOR 0931 OA LIGHT ni 08814A w IN t 3' -9' 2% 1' -3' 2' -6' 1' -3' i0 4' MOSAIC TILE CURB OVER SOLID SURFACE SHOWER BASIN F-ION Interior Elevation 602 3/8 " =1' -0" �- 09310A LIGHT 08814A 06400.D 06400A L `-SEE DETAIL 18/A603 8'X8' TILE ( I Il I I) I ll I I I I II I I 0931 OA SEE DETAIL 18/A603 13 Interior Elevation A602 3/8 "= I'-0" I SEE DETAIL 20/A603 PAINTED STILE k RAIL DOOR 0931 OA LIGHT ni 08814A t 06400.D r 06400A 0 SEE DETAIL N ;� 18/A603 .• i i I I • g 8' -�' �1 a BRUSHED NICKEL ON S.S. DOOR HARDWARE 15 16 A602 A602 9 Interior Elevation A6023/8"= 1 ' - 0 to I MOSAIC TILE ni .• i i I I • • I MOSAIC TILE ni SEE DETAIL 17/A603 - CROWN MOLDING AWI 1023 ( N k LIGHT 09751.) - WOOD MOSAIC TILE ° SHELF - 09751.1 go - 09751.1 09751.1 STAINLESS ... N DISHWASHER v-0, 711111 V -11 6 ` - SEE DETAIL 18/A603 t 19 5 18 A602 17 A603 A602 A602 5 Interior Elevation 602 3/8 "= 1' -0" STAINLESS STEEL LL MOSAIC TILE TUB \\ SEE 5,_0, , 2'_ 2._37. DETAIL 18/A603 4' MOSAIC TILE CURB FRAME GLASS OVER SOLD SURFACE SHOWER SYSTEM SHOWER BASIN SEE DETAIL 09310.A 20/A603 LIGHT PAINTED STILE 08814A RAIL DOOR tD 06400.0 BRUSHED NICKEL ON S.S. DOOR HARDWARE N �,r 06400.A SEE DETAIL 18/A603 '_ • 5' t' t' Interior Elevation 602 3/8 "= 1 ' - 0 to SEE DETAIL 17/A603 I" 1' -n' L 2' -4' L 2' SEE DETAIL 18/A603 I 3'- 107x{1' 11 Interior Elevation A602 3/8 " =1 ' - 0" MOSAIC TILE SHOWER WALLS - FRAMELESS GLASS SHOWER SYSTEM - 4" MOSAIC TILE CRUB OVER SOLID SURFACE SHOWER BASIN - 09310A STAINLESS STEEL HINGES s 1 �1 f Na / // �r J 4' -613ie 67N Interior Elevation 602 3/8 " =1' -0" Ex 1-11,1110 ni SEE DETAIL 09310.A 20/A603 LIGHT PAINTED STILE 08814A RAIL DOOR tD 06400.0 BRUSHED NICKEL ON S.S. DOOR HARDWARE N �,r 06400.A SEE DETAIL 18/A603 '_ • 5' t' t' Interior Elevation 602 3/8 "= 1 ' - 0 to SEE DETAIL 17/A603 I" 1' -n' L 2' -4' L 2' SEE DETAIL 18/A603 I 3'- 107x{1' 11 Interior Elevation A602 3/8 " =1 ' - 0" MOSAIC TILE SHOWER WALLS - FRAMELESS GLASS SHOWER SYSTEM - 4" MOSAIC TILE CRUB OVER SOLID SURFACE SHOWER BASIN - 09310A STAINLESS STEEL HINGES s 1 �1 f Na / // �r J 4' -613ie 67N Interior Elevation 602 3/8 " =1' -0" Ex 1-11,1110 ni 67N Interior Elevation 602 3/8 " =1' -0" Ex 1-11,1110 ni .• i i I I • • i'i'i' %'!i' i��''•'' ■ ■�!■ � � i'� ■ K= 1 7 j j I I SEE DETAIL 20 17/A603 '. t'_�• ears . ....... ......... 3 Interior Elevation 2 Interior Elevation ' Interior Elevation A602 3/18 " =1 1-0" A602 3/8 "= 1 ' - 0" A602 3/8 " =1 ' - 0" 09310.A 11 SEE DETAIL 3 . 1B/A603 Keynotes MGM 1t - GENERAL REU MEN S p M11 VW 1.2 THOEKWlE1 PB+\4EDED ON TF�E COfISf SN'EgF1CJQI0fNS S 15 DMSiON FORMAT. DIVISION 2 - SnEWM I]' LW;QA&VAPC%6ARRIM LL 02751 JA► DIVISION 3 - CONCRETE ON 8 UFFNAT ICI o3360A SEALED CONCRETE DM" 4 - MASONRL' �LL ��L,�CIIST STONE Q4M All S EM 04ai •C''NO�NORAIAL RwsjNrwuNrar OC. EACH ORECTION. RT„ER,1aLLY. ' I � .07.S ip 911.1 Wk 7" s 94 1 K COMROL JOINT W BACKER ROD & SFXMIE. 048IN FACE W. gY TY UT �ORR E 04810.0 FJCE BRICK SO A Cry DUNES GREY VELOUR OR APPROVED EQUAL 04a1O.P a BOND BFAY CMU W/ 5 Ra BAR AND 3000 PSI cROUr DIVISION 5 - METALS R2 20A FM Mn FRAYING MUM 0531100.A STRUCTURAL STEEL. DECKING o �, . A 2 R ANPGAl1GE AS NOTED O.C. 1 MLLSSR% 05500F BENT STEEL PLATE G %%PX EL ROD AND PLATE ASSEMBLY IFI CON (3�iE FILL 1 PAL R PAµN NR WALL AIL 00 55 77 22 00A8 PPRpEFINIISHENDpAL�WNUM ORNAMENTAL RAILING 05720:8 MM TAIL ��T L mm IXVr�oIN a - ill= AND Pt&M 06100A FIRE TREATED WOOD BLOCKING. 06100.88 r SHM.; :o �E�XTG�RIOR GRADE PL�yWLA000 EATHING. iTq 06100.F 2 X 4 WOOD STUD 1J. M 06200.0 WuaD DOOR TRIM A EAMG E.O.'NET 06400.B SOLID Aa: COUNTER TOP W/ BACKSPLAStI 06400. NAPPR-C f wA SS NOTEDRAL LAVATORY 06400•G PAINT GRADE WOOD IM�OM 7" AS NOTED :H S WIN" STOOL 06400.) PANTED AIMED 2X CEDAR WOOD FRAMING SM PNM AKIN X SHAPE 06400.N PAINTED AILED CEDAR BOARD 06613A SYNtH MARBLE COUNTER TOP W/ 4' BACK SPlM DNIS3IDH 7 - THERMAL ANDDpMpONS�TLIK PROTECTION 0713;8 �C S BOARD p077, 333A SHEET WATER PROOFING 8j13S }H�It1K FlLTERT FABRIC 07133' 7777 383.Egg 2U 1 X24' CONCRETTEE PPAVER 7�10.0 �NT10N MIN. R1yS1yRENE INSULATION. 007728100.00 RR- -19 UUNFAC�EpD GLASS FM BATT INSULATION. 075311 FlEXI RSSFIEET R0 SYSTEM - ADHERED $0777531.B TAPERED POLYISOCI'ANURATE INSULATION BOARD NT 07 I. M I= 007620A METAL FLASHING _ NUM 076 . PANNTED M ORWt AL PANEL 08g77777620.E PpANTED ALUMINUM ORRNN�AQ�T/�� BENT N�"c W/" EDGE AND CONT. CLEAT 07820 H PP� ALUMINUM BRACKET. BOL�BL 111A 7yJAA �DR K FR ROAD. � �J 1.1 �T JOIlj FORMED JOINT FILLER AND SEALANT. MASTIQ os2;;o� sTr�t p�y�ppp�pp����p 21 AT1LE AND RAIL W00D DOOR IMb - FIRE RATED T ��I AA�LUUMINUM �� T DOOR 085501► ALUWNNW CMELEMD PATIO/F U CH DOOR. 06555500.8 ALUMINUM THRESHOLD. W_ y � pW �E 711 ATOR80W ATTAOIIMENT��IES ALUMINUM 1• .PF.MwGINSULATING GLASS OM 11 DIVISION 9 - FIBSHES 09gg22230Agg - REINFORCED CEMENT COLU IN �� 092li 1 e�� TE NR RF3ER VAPOR BA IM OD: a' / %.A 1 Ir PE INDED CEILING de SOFFIT FRAYNG 0 1 s 0. 1111 G &1A RMG��IIANHNN_ E� 16 O.C. KE Gnvri AN FRAMING 09 �11'..'K MOND ��93310AAffinGlOstfroL SEE F1N_I�SH,,SCNEDULE FINISH PLANS 0911.8 14 1w+ni+t i , aYlp� 2 ,uY -IN C SYSTEM 1 , 1 16 " w DE y -IN CEMJNG� SYSTEM s Nr STRIP OM, CARPETM 11 @0 TOP W /FINISH FINSH sCFLEDULE IRIA 910A PIMNT DN" 10 - SPECLALTTES 10200A METAL LOUVER, PAWED TO MATCH BRICK DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNI2 S NOT USED NOT USED LkNISIION 14 -- ppVEEtgRR,TICAL TRANSPORTATION ��yy�� 14240 8 IrERMEDUTESUPPORT STEEL REQUIREMD 14240.0 ELEVATOR HOIST BEAM 14240.0 STAINLESS STEEL ELEVATOR DOOR AM FRAME. N H 1•-4 Y or W a� 5 z� w V� F 0 V) V S=dur3d En&cm LYNCH, HARRISON, BRUMLEVE ME p1� T0&116In ■a46ZOC� W LU co ii■ Q Z ? - aW J� Q M = V M Scope Drawkst These drawings indicate the general pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, - - -- - - "- the trade contractors shall furnish all items required far the proper ixecubon and completion of the work. Drawtnp TIU4K Interior Elevations Unit A RavWon r~ baw Date Drawn By Checked By 03/10/06 AEG RRS CNIxtlfw Br L SCy��q �P n i AR e09N163 Drawling Number. A602 Project Number. 25429 S=dur3d En&cm LYNCH, HARRISON, BRUMLEVE ME p1� T0&116In ■a46ZOC� W LU co ii■ Q Z ? - aW J� Q M = V M Scope Drawkst These drawings indicate the general pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, - - -- - - "- the trade contractors shall furnish all items required far the proper ixecubon and completion of the work. Drawtnp TIU4K Interior Elevations Unit A RavWon r~ baw Date Drawn By Checked By 03/10/06 AEG RRS CNIxtlfw Br L SCy��q �P n i AR e09N163 Drawling Number. A602 Project Number. 25429 Scope Drawkst These drawings indicate the general pe of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, - - -- - - "- the trade contractors shall furnish all items required far the proper ixecubon and completion of the work. Drawtnp TIU4K Interior Elevations Unit A RavWon r~ baw Date Drawn By Checked By 03/10/06 AEG RRS CNIxtlfw Br L SCy��q �P n i AR e09N163 Drawling Number. A602 Project Number. 25429 CNIxtlfw Br L SCy��q �P n i AR e09N163 Drawling Number. A602 Project Number. 25429 CD Cr M 2) N r-t CD CD CD co C 1 A rrUU 06200.E AWI U I KIM FIFIR I T 11023 00 —ILL L 1'X2" WOOD TRIM ru 1-1111 ±3 Ll 7F 4 m 3"X10" WALNUT MANTLE N REPLACE WITH S.S. S.S. 'CUBE" BRACKETS: 6"X6"X6" TRIM PACKAGE 3' -2• SPACE FOR 42" FLAT SCREEN T.V. POWER do CABLE T.V. BOX 603 Not Used 603 Base Detail 603 Crown Moldoing Detail ffn 6o Interior Elevation 3 1 -0 3 1 0 SEE DETAIL 17/A603 TYP. COLUMN CHAIR RAIL SEE DETAIL 1B/A603 l s Interior Elevation 603 3;8 " =1' -0" SEE DETAIL 4' -5%' 1'- " 17/A603 SEE DETAIL 18/A603 to Casework Detail 603 3/8 " =1' -0" 09260.13 n 9260A r I 06100.17 09260A TYP. COLUMN SEE DETAIL 17/A603 09260.13 10 TYP. COLUMN —) ' 260A I rJrJ ��y Jri tJf �0 CHAIR RAIL p� 'y I .R SEE DETAIL 18/A603 E 603Interior Elevation 3 /8 " =t' -o" SEE DETAIL 1'- 10' -29(5' 1' • 17/A603 SEE DETAIL 20/A603 08211 A 08814A 1 1/4' GRANITE COUNTER TOP STAINLESS STEEL PULL ADJUSTABLE SHELF WOOD CABINET WOOD BLOCK 4' VINYL BASE I I 1' I 4" VINYL BASE L -4• L L 3'-31Xe 1,4V 06100.F 09260A TYP. COLUMN SEE DETAIL 18/A603 SEE DETAIL 17/A603 09260•D TYP. COLUMN 260A 41 OA CHAIR RAIL SEE DETAIL 18/A603 13 Interior Elevation A603 Sig of =1 1- o of SEE DETAIL "A" 4' -5%0 1'- • 17/A603 O I SEE DETAIL 06100.F 09260.A 20/A603 08211A TYP. COLUMN do I j I SEE DETAIL 18/A603 8N Interior Elevation 603 3/8 of = 1 1- o of 08814A DETAIL 17/A603 TYP. COLUMN CHAIR RAIL DETAIL 18/A603 12 Interior Elevation 603 3/8 "= 1' -0" SEE DETAIL 17/A603 TYP. COLUMN SEE DETAIL 20/A603 SEE DETAIL 18/A603 NOTE: PAINTED GFRC COLUMN W/ ENTASIS, SMOOTH (NO FLUTES), DORIC CAPITALS do DORIC BASE (TYP.) Interior Elevation A603 3/8 " = 1 1- 0 " W-M I" Eel 4 4 4 0926O.D 09260A 06100 -F 09260A SEE DETAIL 20/A603 08211 A 5 Interior Elevation 4 Interior Elevation 3 Interior Elevation 2 Enlarged Restroom Plan 1 Enlarged Resroom Plan A603 3/8 " =1' -o" 603 3/8 " =1' -o" 603 3/8 " =1f -0" 603 1/4 " =11 -0" 603 1/4" =1' -0" Keynotes WSION 1 - GENERAL REOtdREMENTS 1.2 DS &�Nt �DMSONFOF�1AT DMSION 2 - SITEWORX 2 .A GRAD 2 OVER VAPOR BARRIER FILL A DM�QN 3 - CONCRETE Wi�i10N DMSION 4 - WIO10 A I :c .H 1 .K .oN .P DIVISION 5 - METALS 17' A1 STEEL FRAMING MEMBER A No A �#NG; GAt1GE AS 1NOTEED• O.G. A S SIJPPOR'j ANGI. :G `bltRRODANAND�PLATE ASSEMBLY AIR .H R N�ING L FILL .0 META ENUIL�NAMEl�TAL RAILING NG N �RNAM RAUNG DMSX>!1 0 - WOOD AND PlASI1CS 06 A WOOD BLDVANG. I PLYWOOD SWATHING, 4' GRADE PLYWOW SHEATHING, 121'. NNG MOLDING P400. �ARC PLAST INEF LRF R TOP W/ 4� BACKSPLASH �OM WRH -INERAI. LAVATORY L OM& AS NOTED H 6 F WINDOW AI N 2X A WOOD-FjtAMING .M AI / IM tNNTT 1 A " W/ 4• BACK SPLASH DMSION 7 - THERMAL AND Mo61URi PR0'TECTION 7771 1 A wA 71 A P WATER PROOFING ;1 VY 1TFABRIC ,I PA } px� 24 VA A 7 1 ' RIGID frhR TKO POLYSTYREtO= INSULATION. TION 7 1 19 UNF GLASS FIBER BATT INSULATION. 0 1 I ANU GRA IN TIONERED 07 1. WA Pi M BOARD 87 1. W 7 1.1 ANURATE" ROOF IiSUlAT10N R20 76 .F PAI ���RA) TO ING W /DRIP EDGE AND CONT. CLEAT 76 .G PN �( .N Al ALUMINUM JAL �K1CN FIRE STOP 7 A w,rrpH alla(ER JOINT 79 : WA CUT -OFF AV FILLER AND SEALANT. DMSION 0 - DOORS AND WINDOWS 0811 A ,B11 ipxMMONT L RATµ E ill A AH fi - E RATED wwvvRR 0088555500. . A AMALL 1U4 WMIANUIL M M A ALALI A�NJU 11 R O PLA��TIO /FRENCH DOOR. TIMC RAW ATTACNMM RIES 1' ��sTsssNG GLASS DMSION 9 - FIN �ILES A 9" COLUIMN WMWA & VAPOR BARRIER. • / AL mo 0 STEEL susPEHDED CEILING AI soFFrr FRAMING I 61600 S1UD 4 • 16 0. . 0 10. O.C. :.1 KKETS :l XG�M BOAROFRAMNG QQqq .M WALL ASSEMBLY X09 M ICICUOU T;S FINISH �CDULE & FINISH PLANS MEMBRANE 1 PDXY 1: YAIER 11. 16' 2� u1JY1Y N ACOUSTICALa G SuSPE1NSION SYSTEM B w�u.� BASE STRIP [J;l ON J1 FNSH PUNS AND FINISH SCHEDULE AA �/ 4• BACKSPUtSH DMSION 10 - SP`ECKTIES 10200A METAL LOWER, PAINTED TO WATCH BRICK DMSION 11 - E MPMENT NOT USED DMSION 12 - FURNISHINGS NOT USED DMSION 13 - SPECK tVNSTRUCTION NOT USED DMSKAi 1g4�p- pVEERT,ICAL TR(ANNSSPCRTA70 �y 14y240 CB IN�TEyR�M�pERDIATE�ASUPgPOR(f M F�OLAIIRET D 1420:0 STAINLESS STEEL ELEVATOR DOOR AND FRAME. N I W ca 03/10/06 AEG Innnn Co aaa� J Q x 4 41 V V? m v � III C8Isl z �= w U I$ � F U Structural Engineers LYNCH, HARRISON, BRUMLEVE 550 Virgitla Avanua Indansols. Indiana 46203 (317) 706 -2075 &ope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechunical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawtl+p row Interior Elevations RavWona: Iaaue Date I W ca 03/10/06 AEG Innnn Co aaa� J Q .J 0 I ull LU V? m v � III Q &ope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechunical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawtl+p row Interior Elevations RavWona: Iaaue Date Drawn By Checked By 03/10/06 AEG RRS CertYM By: P L SCyG�q It a AR 09 163 A603 Project Number 25429 MT1 :' CD MT2 i a N Cr MT3 3' -3 314' CJ7 '� CD NOTE: DIMENSIONS ARE APPROX. BASED ON THE NATURE OF rn `Mosaic TIES. rn Asol Second Floor Plan 1 First Floor Plan 00 Lis =1' -0" A801 FINISH PLAN NOTES 1. A ESN THE DOCI�NiS SHOULD BE BROUGHT M THE ATTENTION OF CSO SCHENKEL SHULTZ PRIOR TO INSfALIATOL THESE DOCLKNTS WILL GOVERN OVER PREVIOUS SUPPLEMENTAL 2 ALL RESDENiIAL DOORS TO BE SIMPLE STYLE & RAIL SOLD WOOD DOORS. WOOD TO BE PAINT GRADE. COLOR TBD. 3, ALL RESIDENTIAL DOOR FRAMES, CROWRM MOU.DNG, STAIR RAILAIANDRAILS AND BASE M BE PLANTED WOOD, COLOR TM WOOD FRAMES TO BE 1 X 4 TRIM WITH BACK BAND. BASE TO BE 8% 4. ALL METAL HYAC GRILLES,, PANELS EEC. TO BE PAINTED TO MATCH ADJACENT WALL FLASH. 5 PAINT FIRE RATED PLYWOOD FIRE RATED PHONE BOARDS TO MATCH ADJACENT WALL FISH. 8. CARPET TO CARPET TR419TDG TO BE FEATHERED AS NECESSARY AND SEAMS WELL SECURED TO PROVIDE SMOOTH TRANSITION. ALL FLOORING TRANSITIONS FROM WOOD TO HAVE A WOOD TRANSITION STRIP TO MATCH WOOD FLOORING. 7. GC M SUBMIT SEA" DIAGRAMS FOR ARCHITECTURAL REVEW BEFORE PROCEEDING WITH FLOORING INSTALLATION. 8. WOOD FLOOI" /CASEWORK TO MATCH ARCHITECTURAL CONTROL SAMPLE GC TO SUBMIT FlNISFED STMT SAMPLES M ARCHITECT FOR APPROVAL BEFORE PROCEEDING WiTH MILLWORK FIISHIING PROCESS. 9. WOOD FLOOR TO BE STAINED MAPLE. SEE SPECIFICATION DOCUMENT. 10. PROVIDE STAINLESS STEEL DISHWASHER, RANGE WITH DOUBLE OVEN, AND REFRIGERATOR. SEE SPECIFICATION DOCUMENT 11. ALL WINDOW TREATMEIM TO BE PROVIDED BY TENAIM/RESDENTS. 12. SEE REFLECTED CEILING PLAN FOR CEILING MATiItWS/FNJSHES. 13, CONCRETE SLAB UNDER ALL TILE FLOORING IS TO BE COVERED WITH A FUXIUE MEMBRANE. MEMBRANE S AVAILABLE 1HIROM GENERAL POLYMERS, MEMBRANE TO BE J3552 010 -FLEX SYSTEM. THIS S M BE NNSTAIIED N ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES. 14. ALL HOLLOW METAL DOORS AND DOOR FRAMES, METAL HANDRAILS, STAIRWAY PANS, RISERS AND STRINGERS TO BE PANTED, UNLESS CTHRWISE NOTED. COLOR TBO. 15. PANT SPECN:ICADDN TO APPLY TO MFG MAID COLOR PANT FLASH WILL VARY ACCORDING TO THE SURFACE R IS COATING. ALL WALLS TO BE EGGS" ALL METAL TO BE LO LUSTRE (SEMI-GLOSS) AND ALL CEILINGS AND BULKHEADS TO BE FLAT. 18. ALL APPLIANCES TO BE PRIED AS GE HIGH END NGH PEIFORMANCE MIODEL( PROFILE LINE S5 ES W� STAINLESS STEEL FINISH. REFRIGERATOR (MODEL #PSS23M5SSS), ELWCE (MODEL 1"48SHS5) WiTH MATCHING SS PROFILE HOOD, AND CONVECTION OVEN 17. GROUT FOR ALL TLE FLOORS TO MATCH FLOORING COLOR. INSTALLER TO USE TIGHTEST JOINTS RECOMMENDED BY MA NFAC LLRT"IPPLAR. IL TOILETS TO BE KOHLER DESIGNER LIE DUALITY. BATHS To BE KOHLER WINDWARD SERFS OR SIMILAR AS APPROVED BY ARCHITECT. BATH FAUCETS TO BE KOHLER PURIST TWD- HANDLE WALL -MOUNT FAUCET MODEL %K- 714413 -4. WASTER BATH SINK M BE KOHLER DEMALAV WADING POOL MODEL %K- 2833. MISTER BATH FAUCETS TO BE KOHLER PURIST SINGLE- CONTROL LAVATORY FAUCET MODEL /K- 14402 -4. GENERAL BATH SINKS TO BE KOHLER THOREAU llDt7iCOUNITER LAVATORY MODEL IK- 2907 -4U. GENERAL FAUCETS TO BE KOHLER PURIST WIDESPREAD LAVATORY FAUCET. MODEL pt- 14408 -4. KfiCH EN SINK TO BE KOFIER U DEi2TONE TRIPLE-BASIN UNDERCOLWTEN KITCHEN SINK MODEL IK- 3188 -L FAUCET TO BE KOHLER FORTE MIM FAUCET MODEL ft- 10433 -VS. ALTERNATES ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF MCHNNiELT /DESIGNER SAMPLES„ WHEN APPLICA E, SHALL BE SUBMITTED FOR REVIEW. FINISH PLAN NOTES FNt CARPET IS TO BE INSTALLED OVER PAD. PAD TO BE TREO -MINOR 11582. 1/8' HIGH DENSITY CUSHION SYSTEM. OCJIiPET TO BE INSTALLED TO MEET RUSH WITH 3/8' TERRAZZO. TERRAllO TO BE EDGED WiTH 318' ZINC DIVIDER STRP. OTILE TO BE INSTALLED OVER ANTI - FRACTURE MEMBRANE. SEE GENERAL FINISH NOTE /13. OALIGN FINSH ES E 9 TLE TREADS TO HAVE SUP RESISTANT STRIPS ROUTED N. GC TO SUBMIT COLOR SELECTION TO ARCHITECT FOR APPROVAL TREADS TO BE CASH OMCE CASH STYLE: COMEiPORANEA, CRADNO. COLOR GERM MARRONE. RiSERS M BE 13' X 13' TiLE TO MUCH AND GROUT JOINTS TO ALIGN. FN6 NEW ELEVATOR CABS TO BE FURNISHED WITH MA NFACTU IER'S 'STA N]ARD' WOOD VENTER CAB. BASE CAB. DOORS, CEILING AND RAILS TO BE #4 STAINLESS STEEL WOOD SPECIES TO BE STMIED WALNUT. OMOSAIC 13Y PATTERN TO ENCOMPASS THREE COLORWAYS. F1D03LE MEMBRANE TO BE NSTALLM PER DE iAN FACTURQiS AND CSO SCFEN ICEi. % ULTZ'S SPECFICATION DOCUMENTS, SEE MCA FINISH FW7 NOTE 113. G.C. TO CHALK PATTERN FOR ARCHITECT APPROVAL PRIOR TO INSTALLATION. O CABINETRY IN ALL RESIDENTIAL 6, AND BATHS TO BE HIGH QUALITY SOLD WOOD CABINETS WiTH CONCEALED HINGES. KNOBS AND PUTS TO BE 12' LONG BRUSHED STAINLESS BARS. KITCHEN TO BE MFG: MEDAL." STYLE PARK p�A�E COLOR ESPRESSO ON CHERRY CONTACT: MIKE 117PEN CABINETS (888-7345) BATHS TO BE: MFG. MEDALLION CABINETS, PARK PLACE. COLAf� QUARTER SAMM OAK MtfK OR WALINUT. CONTACT: MAO: 1EPEN CABINETS (888 -7345) OWISED DRYWALL CEILING TO BE PAXTED AND TRIMMED WiTH WOOD CROWN MOLDING. CROWN MOLDING TO MATCH WOOD FLOORING SPECIES AND STAN. PRICE AS AN 8' MOLDING/SIMPLE PROFILE ®SHOWER BASES TO BE SOLD SURFACE UNIT. FOR WAILS SEE PT3 AND PT4 IN THE FINISH LEGEND, SHOWER DQDSU E TO BE FRAMELESS GLASS. SHOWER DOOR TO BE KOHLER STYLE: MIKE, N1 FRAME ESS PIVOT SHOWER DOOR. ALL GLASS TO BE CLEAR. NL CERC COUAArS WITH SMOOTH ENTASIS (NO FLUTES) AND DONC BASE & CAPITALS. ALL TO BE PAINTED, COLOR TBD. FINISH LEGEND FLOORMYERINGS OMm - WALX- Cl MF7; VAN OLNC T3 O MOSAIC TILE LU S� FAUX MARBLE MFG: CAI�A PATTERN: PROTECT SUPER COLOR: TBO MFG: CASA am CASH (LOUISVILLE TILE) CA W PATTERN: (2300 DESC: e' BROADLOOM LOCATION: ENTRY VESTIBIAFS 0 CO � SIZE: 1 1/8- X 2 3/8' CS COLOR: LOCA710N: CARLISLE CRAY MASTER BATH VMITY w DESC: BORDER (DIAMONDS). SEE NOTE i13. FIR U C2 CARPET _ BROADLOOM MFG: CONSTAN TI NE F C V) PATTERN: RAW SILK PAW COLOR: TBD POOL 8.8 NYLON, 55 OZ. BbSE P 1 MFG: TBD SEE GENERAL FINISH NOTE /15 LOCATION: PUBLIC CORRIDORS LOCATION: CARPET- BROADLOOM Bl O WOOD BASE SPECIES COLOR: BIRCH (PAINT MADE) TBD FOR LOCA7101lit TBO C3 MFQ CONSTANTiNE PATTERN: BEAR CLAW DESC: LOCATION: FOR PROFILE SEE 18/A802. RESIDENTIAL P2 PANT MFG: TBD COLOR TBD FINISH: SLID= GENERAL FINISH NOTE #I& DESC: POOL BASF ZEFTRON NYLON S B2 O PORCELAIN TLE BASE MFG: SAME AS Fn COLOR TBO 1110 WDl WOOD FLOORING MFG: PATTERNt COLOR DESG SAME AS PT1 SAE AS Piz 8' X It TILE BASE P3 PANT MFG TBD NIKZAD IMPORT INC. PATTERN: AMERICANA COLLECTION DISTRESS LOCATION: AS NOTED ON PUMA FINISH: SEE GENERAL FINISH NOTE J15. SPECIES RUSTIC WALNUT OESC: 5' A 7' PLANKS ALTERNATNO TILE BASE COLON: LOCATION: TBD TBD LOCA71ON: LOWER RESIDENTIAL LEVEL B3 O MFG: PATTERN: SAME AS WTI SAME AS MT1 PAINT QDPRRCELAN TILE MFG: q�SVIJE COLOR DESC: SAME AS M11 r X C BULLNOSE BASE P4 MFG: FINISH: TBD SEE GENERAL FINISH NOTE 115. PATTERN: AMERICANA LOCATION: AS NOTED ON PLAN COLOR: TBD COLOR: JAVi 14 GRAND CANYON (UPS) DESC: 12' X 12' TILE B4 O PORCELAIN TiLE BASE MFG: SAME AS F12 LOCATION: PLANT TBD LOCATION: PUBLIC RESTROOYS PATTERN: COLOR: SAME AS PT2 SAME AS PT2 PS MFG: FIISH: TBD SEE GENERAL FINISH NOTE 115. PORCELAIN ELAIN TILE DESC: r X 12' TILE BASE COLOR TBD PTZ MFG: CERAMIC HE EDILORES SAO LOCATION: AS NOTED ON PLAN LOCATION: TBD PATTERN: TIBET COLOR ALMOND BS NOT USED PT3 PORCELAIN 111.E MFG: TO MATCH PT2 DESC 13' X 13' PATTERN: MOSAIC BRKIC LOCATION: RESDENTiAL BATHS AND LAUNDRY COLOR TO MATCH PT2 O VINYL BASE MFG: JOFNSONTE DISC: LOCATION: MFG. STD. PATTERN SHOWER�VATORY AND S MARBLE TILE �QR �� ��) MFG: ARCHITECTURAL BRICK & TLE IXSC: 4' H. COVE BASE 4' F1HISF: POUSHED COLOR: CRANIA LOCATION: AS NOTED ON PLAN PORCELAIN TLL DESC 12' X,12' 3/8' FLOOR TIE GROUT: 'COLOR TO MATCH TILE COUNTERS /CAaWIS PT4 MF`Q PATTERN: TO MATCH P72 MOSAIC LOCATION: RESIDENTIAL ENTRY COLOR TO MATCH PT2 ST3 LIMESTONE TILE s� GRANITE Jgp DES LOCATION: MFG. STD. PATTERN ALL HALLS FIXTURES DO NOT FALL ON MFG 1130 INDIANA LIMESTONE FINISH: POUSMED AND FACE OF TUB ENTRY. FIISHk TURAL COLOR: BANCO LAVENDAR COUNTERS DESC: 111- XX 18' 3/8' FLOOR TILE DESC: 11 1 /4NTHIC SURFACE GROUT: COLOR TO MATCH TILE LOCATION: AS NOTED ON PLAN BCKSPLASH TO BE CUT 4' X 4' TILES. SPEC, TO MATCH PT2. SCL SEALED CONCRETE BACKSPLASH TO BE A SINGLE 4' TLLE HIGH. ATTENTION M BE TAKEN IN PLACNC THE FINISHED MT1 MOSAIC TILE 1LE EDGES WHERE DIPOSED. THE ACCENT WALL PATTERN S TO BE A COMBINATION OF THESE 4' TILES AND MFG: CASA DOLCE CASA (LOUISVILLE TILE) THE FMLOWNG CLASS TILES. SME: CONTEMAPORA NEA SOURCE: OCEANESiDE CLASS TILE COLOR GERA MARP40NE FElD P(NNMONDS). FINISH: VARIES ) DESC: COLOR SEE NOTE 113. � KT� �UACCCCENTT WALL SEE ELEVATIONS. MT2 MOSAIC 991 D CULTURED WREA.E MFG: MFG: CASA DOLCE CASA (LOUISVILLE TALE) STYLE: CONTEIPORANEA PATTERN: TBD TBD SIM- 238• X /8' COLOR DESC: TBD TBD DESC: ACC ENT (DIAMONDS). SEE NOTE (13. LOCATION: BATH VANITY N 1"- W H LU JSK Z w Q W W a CS o z= w FIR U F C V) U S1I7] uni En&ee 8 LYNCH, HARRISON, BRUMLEVE 1-m 4M pin VM Scope Drsv&W these drawings indicake the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated of described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w..ao na« First Floor Second Floor Finish Plans Ravlarbnx Item DEIIt. 1"- W V♦ LU JSK Z w Q W W a U o Scope Drsv&W these drawings indicake the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated of described, the trade contractors shall furnish all items required for the proper execution and completion of the work. w..ao na« First Floor Second Floor Finish Plans Ravlarbnx Item DEIIt. Dn= By Cn.ul.d By 03/10/06 JSK RRS Certl!W By. i_l SCy��q N C:Y AR 09 163 A801 Project Number. 25429 MOW- r-r CD IZ Cr M N r-« CD CD CD 1 PT2 MOSAIC ILE 2300 GRAY PT2 MFG: GSA DOLCE CASA (LOUISVILLE TILE) a �� PANT SITE: 1 1/8" X 2 3/8' Dl� BORDER (GAMNOMDS). SEE NOTE j13. BbSE T4 T3 COLOR: TBD 4 3 TBD H 1 TBD BIRCH (PAR GRADE) SEE GENERAL FINISH NOTE 115. COLOR: DESC: - - - - - -� N1 = O N1 SS2 I SWD1 0 11 P5 B1 SS2 r o 0 Master II C3 II 11 O 11 Bz MFG: r — — — — Liven I I 337 — ,, Dining j r — — u� s — ST3 3 ST3 PATTERN: COLOR: I I o FN 1 1 431 O 441 O PT2 O I �Piei I FN 1 i COLD: LOCATION; it wo1 II I ! P4 11 wD1 BASE 1 Toi PT2 MFG: ilet TBD PATTERN: COLOR: P4 61 PORCELAIN P4 81 pWTTt��V�� p��! Be r X B PALNOSE BASE 2 (� ! I Master I T4 3 4 T3 I I ! I I ! I TILE BASE OPORCEAN I �L - - -_ P —�J ° L - I L L ! PATTERN: COLOR: Bedroom I I 11 PATTERN: C OLM DESt; Faster i ! Bedroom I I MFG. STD, PATTERN LOCATION: AS NOTED ON PLAN — O i Kitchen ! ! — — — — — — — 1 1 L - - -- —J Closet FN1 FN1 Closet i t I I — - - -� I MFG: JONSONITE WD1 P4 81 L WD1 P4 I I WD1 � � P4 B1 TBD 4' K COVE BASE — — — — �D6P5 B1 P5 B1 C3 — — — TOD Dinin POLISHED BIANCO LAVE DAR LOCATION: „�- #wr. �a � ►�. o Stair C3 N 4 - - -- I IT €, , C3 - ., w �fl� „ o :w.: � Stair — — ! s s C I � Fo er 338 �o II`-' - • C3 ST1 0 — — III �9h B, • iI, �• w• �i- • P5 81 e'rY t.8 will .� FN1 . ,..,,, P5 81 �, e, w, I , ° FN1 E,.,: 2 W UP ! , SS1 ST — D1 ! - - -_ — I L — — o 8 - 4 B1 PT2 Q P4 B4 Rix lexxii., Sittin I� 428 L CI, COMM71ON OF THESE 4' TLES AND Sittin ., A, - (k _ WD1 P4 �1' ° ! 341 �P4" ant C2 P4 61 Olr • PT2 4 B3 ose 427 Laund � _a _. I PT2 <l� P4 64 .. ,._,.w. IL PT2 n� sst • ° i Kitchen III ° 0 I I — DO I 335 1 W —_— — — — I p B4 4 1 Den — — — — — S 2 I P4 B1 ! - - - - -�-J s -2 DN 6 h TBD TBD Bath P4 84 DESC: LOCATION: PT2 O T4 T3 Closet - - -- HV 8 L — — — — — — — — -� Q:' 0 3 SS1 F 3 WD1 u S it I 4' P4 84 !B j � Bath 446 445 Q PT2 — _ — P4 6t _ Bedroom Den I 331 I Stora e WD1 P4 61 S -5 327 h S 5 BedrQaom 42 Bedroom � P4 B4 I ( wD1 � ! I O I I Corridor ® II L,1 326r ! I sn � I� C3 Clos 81 B1 loset P5 61 436 ® FN1 FN1 FN1 C(D PS B1 ! 1 P4 B1 ! I ! L _ _ —_ J J I LAD, O PT3 ! P4 61 3 P4 B1 PT3 3 C2 Mech. p2 B1 DE C3 P5 C3 PS FN1 _ — -- i r i I I WD1 1 Q 329 01: oset 328 Bath SS1 ose Q o Q 3t5 Storage FNt C3 Closet �1 CloQset C3 P5 B1 Bedroom FN1 PT2 423 B1 5 C3 B1 C3 5 P5 61 Bedroom 408 FN1 Q ! I P4 B1 I I ! 1 Bedroom Den ! F er WD1 P4 B1 ll 314 �^ II STI 1 WD1 302 P4 81 — SC1 Dpi66 P4 04 St • 3 s 4 Pql B0 4 4 PT2 P4 B4 3 PT2 I I 3t 9 I I _ — — J J I U Corridor P4 81 317 Y Storage I I bb X11 _.J ! C2 PT2 S1 • DN 0 Bath T4 PT3 j Closet - - - X20 - WD1 P4 S -4 Sts OO B1 op, 86 Bat T4 T3 425 p Hall C3 4 B Closet FN1 o SS, 410 — 3 ® WD1 O I ! I C WD �1 WD I P4 B1 I PT3 T4 3 2 �- Stair 4t3 Closet B1 415 HVA Q 412 Closet C3 P5 I I throom ° Kitchen I ! P4 81 I I I • ° 322 i Pant 1 1 307 I P2 61 S -t D PT2 P5 FN1 422 O P4 B4 C3 PT2 3 and 407 B1 FN1 0 I 1 � DYE WD1 P4 B1 . ! 323 I Bedroom De�1 ! PL1 308 h 1. i`. 3 ( O Master Mound P4 B4 416 _ 41 t T2 P4 B Hall 401 Q PT2 C3 Master I Bath T4 i - —_ I, � — J ST2 Fo r I — — ! I 305 I 1 1 WD1 t P4 81 Both T4 SS2 O St N SS2 406 P5 B1 N ° N1 Dinin P4 B1 $t ' WD1 NN Closet PT2 Q P5 B1 s 3 8;1 FN1 O TSt PT2 � T4 PT3 324 S 3 ! ; P4 B1 i G3 P4 1 ® F WD1 P4 81 1 4ilet FN 20 C3 O 3 yyD1 P4 61 UP i° PT2 O — — — — Sittin C3 T4 PT3 — — — �� 417 Master ' I P5 B1 P4 B4 C3 — — — — ittin �� — — — - P5 B1 402 ! Most I I QD B4 ST2 WD1 Ir Kitchen 1 I 1 P4 B1 I I 11 F41-91 II FN1 o FN1 o I I II ® L,1 P4 N3 — _ i it ST3 ®3 — I WD1 P4 1 I r li � I, I — -I ST3 I I !! 1 II PS B 1 i L,1 P5 B1 II I I wD1 I, I I. 11 Uvin 1 WD1 FN1 i 325 P4 61 I i II ! WD1 I Dinin P4 61 I I ►I II T roc Trrae I� it L_ — — 1 - - - — — - - - -- — 3t2 P4 61 — — - -_ I 02 Fourth Floor Plan Third Floor Plan A802 1/8 91= 1 FINISH PLAN NOTES 1. ANY DISCREPANCiES WMN THE DOCUMENTS SHROUD BE BROUGHT TO THE ATTENTION OF CSO SCHEINKEL SHALT! PRIOR TO INSTALLATION. THESE DOCUMENTS WILL GOVERN OVER PREVIOUS SUPPLEMENTAL DRAWINGS. Z ALL RESIDDITIAL DOORS TD BE SIMPLE STYLE & RAL SOLID WOOD DOORS. WOOD To BE PAM GRADE, COLOR TBO. & ALL RESIDENTIAL. DOOR FRAIES, CROWN MOUL.DNG, STAIR RM/HA DRAIS AND BASE TO BE PANTED WOOD, COLOR TBO. WOOD FRAMES 70 BE 1 X 4 TRY WITH BACK BAND. BASE TO BE 8'HL 4. ALL METAL WAG GRILLES, PANELS ETC. TO BE PANTED M MATCH ADJACENT WALL FINISH.. 5. PANT FIRE RATED PLYWOOD FiRE RATED PHONE BOARD/5 TO LATCH ADJACENT WALL FINISH. a CARPET TO CARPET TRANSITIONS TO BE FEATHERED AS NECESSARY AND SEAMS WELL SECURED M PROVIDE SMOOTH TRAWSITION. ALL FLOORING TRWTI NS FROM WOOD M FIVE A WOOD TRAlSf110N STRIP To MATCH WOOD FLOORING. 7. GC To SUBMIT SEAMIING DIAGRAMS FOR ARCHITECTURAL REVIEW BEFORE PROCEEDING WITH FLOORING INSTALLATION.. L WOOD FLOORING /CASEWORK TO MATCH ARCHiEC URAL CONTROL SAMPLE. GC M SUBMT FINISHED STM! SAMPLES TO ARCHITECT FOR APPROVAL BEFORE PROCEEDNrG WRH MILLWORK FINISHING PROCESS. 4. WOOD FLOOR TO !E STAlm MAPLE SEE SPECFIGTON DOCIYENT. 10. PROVIDE STMNL.ESS STEEL DISITYASHER, RANGE WITH DOUBLE WEN, AND REFRIGERATOR SEE SPECIFICATION DOCUIEJNr 11. ALL WINDOW TREATMENTS TO BE PROVIDED BY TENAINTS/RESIDOiTS. 12. SEE REFLECTED CEILING PLAN FOR CEILING MATERIALS /FUSHES, I& CONCRETE SLAB UNDER ALL ILE FLOORING S TO BE COVERED WiTH A FLEXIBLE MEMBRANE MEMBRANE S AVAILABLE THROUGH GENERAL POLYMERSi, MEMBRANE M BE /3652 Apo -FLOG SYSTEM. THIS IS M BE INSTALLED N ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUDELIES., 14. ALL HOLLOW METAL DOORS AND DOOR FRAMES. METAL HANDR" STAIRWAY PANS, RISERS AND STRINGERS M BE PAVED, UNLESS OTHERWWSE NOTED. COLOR TOO. I& PANT SPECMI`lON TO APPLY TO WO AND COLOR PAIR FINISH WILL VARY ACCORDING M THE SURFACE R IS CcwTNGL ALL WALLS To BE EGCSF" ALL METAL To BE LO LUSiRE (SEMI-GLOSS) AND ALL CEILINGS AND BULKHEADS To BE FLAT. I& ALL APPLIANCES To BE PRICED AS GE HICH END /HIGH PERFORMANCE PROFILE LINE APPLIANCES MATH SiAILESS STEEL FLASH. REFRIGERATOR (MODEL /PSS23 ASSS)i,, RANGE (MODEL fW48SHSS) WITH WATCHING SS PROFILE HOOD. AND CONVECTION /MICROWAVE (MODEL JSC81OOiKSS). 17. GROUT FOR ALL TILE FLOORS TO MATCH FLOORING COLOR. NSULI.ER TO USE TIGHTEST JOINTS RECOMMENDED BY MAriIFACTIJRER /SUPPLIER. I& TOLETS To BE KOHLER DESIGNER LINE QUAL". BATHS M BE KOHLER WINDWARD SERFS OR SYLAR AS APPROVED BY ARCHTIECL BATH FAUCETS To BE KOHLER PURIST TWO- NYIDLE WALL -MOUNT FAUCET MODEL /K- T14413 -4. MASTER BATH SINK M BE KOHLER DOXAV WADING POOL MODEL /K- 2833. MISTER BATH FAUCETS TO BE KOHLER PURIST SINGLE-CONTROL LAVATORY FAUCET MODEL JK- 14402 -4. GENERAL BATH SINKS TO BE KOHER THOREAU UNDERCOUNTER LAVATORY MODEL, jK- 2907 -4U, GENERAL FAUCETS To BE KOHLER PURIST WIDESPREAD LAVATORY FAUCET. MODEL OK-14406-4. ETCH E N MINK TO BE KOI.ER UNDERTONE TRIPLE -BASIN UNDERCOUN `M KITCHEN SINK MODEL %K- 316E -L FAUCET M BE KOHLER FORTE PUTOUT FAUCET MODEL IK- 10433 -VS. ALTERNATES ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHIiECT/OESIpNER SAMPLES. WHEN APPLICABLE, SWILL BE SUBMITTED FOR REVIEiY. FINISH PLAN NOTES P7v1 CARPET S M BE INSULTED OVER PAD. PAD TO BE TRED -M OR j1S82. 1/8' HIGH DENSITY CUDiON MU OCARPET M BE INSTILLED TO MEET FLUSH WiTH 3/8' TERRAllO. TERRAllO TO BE EDGED WiTH 318• ZINC WW STRIP. FM3 ILE TO BE NSTALLED OVER ANTi- FRACiURE MEMBRANE, SEE GENERAL FLASH NOTE Oil FN4 A M FINISHES E S TLE TREADS TO HAVE SUP RESISTANT STRIPS ROUTED k C C To SUBiMfT COLOR SELECTION TO ARCHITECT FOR APPROVAL TREADS TO BE GSA DOLCE CASA SAE CONTEMPORAJFI� Mew, COLOR: GERA MARRONE RISERS M BE 1r X 1r TILE TO MATCH AND GROUT JDKTS To AM PN(i NEW ELEVATOR CABS TO BE FURMSFED WTH MIHUFAC7URER'S 'STANDARD' WOOD VENEER CAB. BASE GAB, ODORS, CUM AND RAILS To BE 14 STAiLESS STEEL WOOD SPECIES To BE STAINED WALNUT. OMOSAIC PATTERN To ENCOMPASS THREE COLORWAYS. FLEXIBLE MEMBRANE M BE INSTALLED PER THE MWUFACRJRERS AND CSO SCHENKEL SHULTZ's SPEt�IC1T10N DOCUMENTS. SEE GENERAL FIASH F1�7 NOTE J 3� G.C. TID CHALK PATTERN FOR ARCHITECT APPROVAL PRIOR M INSTALLATION. S CABINETRY IN ALL RESDEENTiAL. KRpETNS NO BATHS To BE HIGH QUALITY SOW WOOD CABINETS WITH CONCEALED HINGES. KNOBS AND (PULLS TO BE 12• LONG BRUSHED STAINLESS BARS. KITCHEN BkTHs TO BE W m ALLLL 10N CCABNETs. khL STYLE PLACE, COLOR oUART SAWN OAK && OR WALNUTy CG�: 1� TEPEN888 -TINE (M -7346) FN9 RAISED DRYWALL CEILING TO BE PAINTED AND TRIMMED WITH WOOD CROWN MOLDING. CROWN MOLDING TO MATCH WOOD FLOORING SPECIES AND STAIN. PRICE AS AN 8' MOLDING/SNPLE PROFILE. ®SHOWER BASES To BE SOLD SURFACE UN rr. FOR WALLS SEE PT3 AND PT4 N THE FLASH LEGEND. SHNOWER ENCLOSURE To BE FRAMELESS GLASS SLOWER DOOR TO BE KOHLER STYLE: Fi UENCE, I FRAMELESS PIVOT SLOWER DOOR ALL GLASS To BE CLEAR. ®L GFRC COUIMNS WITH SMOOTH ENTASS (NO FLUTES) AND DORIC BASE a CAPt1ALS. ALL TO BE PANTED, COLOR M. FINISH LEGEND C1 CARPET - WAIK -OFF MFG: VAN DUK PATTERN: PROTECT SUPER COLOR: TBD DESC: 8' BROADLOOM LOCATION: ENTRY VESTIBULES C2 CARPET - BROADLOOM MFG: CONSTA NINE PATTERN: RAW SILK anaa TBD DESC: 100% a8 NYLON. 55 OZ. LOCATION: PUBLIC CORFMORS C3 CARPET - BROADLOOM MFG CONSTANTIE PATTERN BEAR CLAW COLOR TBD DESC: IOOE BASF ZEFTRON NYLON LOCATION: VVD1 WOOD FLOOFJNG MFG NI ZAD IMPORT NC. PATTERN: AMERICAN COLLECTION DISTRESS SPECIES: RUSTIC WALNUT DESC: 50 a 7• RANKS ALTERNATING LOCATION: LOWER RESIDENTIAL LEVEL PROCEIAN TILE PTl MFG CROSSVILLE PATTERN: AMERJCANA COLok AV' 14 GRAND CANYON (UPS) DESC: 12' X 12' TILE LOCAT1Ot PUBLIC RESiROOMS PT2 PORCFiAN ILE MFG: CERAMICHE EDL20 SOHO PATTERN: TIBET DD 1r X ir LOCAT&L RESIDENTIAL BATHS AND LAUNDRY STl MARBLE TEE MFG: ARCHITECTURAL BRICK Nt TILE FINISH: POLISHED COLOR: GALANIA DESC: 12' X 12' 3/8' FLOOR ILE GROUT: COLOR TO MATCH ILE LOCATION: RESDFNiI& ENTRY STS LIMESTONE ILE MFG: TBD / ID" LIMESTONE FINSHt MAnVMTURAL COLOR: BUFF DESC: 18' X 18' 318' FLOOR TILE GROUT. COLOR To MATCH TILE LOCATiO: AS NOTED ON PLAN SC1 SEALED CONCRETE MTl MOSAIC TILE MFG CASA DOLCE CASA ( LOUISVILLE ILE) STYLE COHRE PORAEA O COLOi:GERA MARRONE si¢E: 1 1 /8' X 1 t DESC: FELD COLOR DIAMONDS). SEE NOTE 113. O MOSAIC C ASSAA DOLCE CASH (LOUSVILEE T14 Q STYLE: CONiEMPORANEA GERA ANITHIRAM SIZE: 2 x ' DESC: ACCENT (DIAMONDS). SEE NOTE 113. T3 MOSAIC ILE 2300 GRAY LOCATION: MFG: GSA DOLCE CASA (LOUISVILLE TILE) a �� PANT SITE: 1 1/8" X 2 3/8' Dl� BORDER (GAMNOMDS). SEE NOTE j13. BbSE TBD SEE GENERAL FINISH NOTE its. COLOR: TBD WOOD BASE TBD H 1 TBD BIRCH (PAR GRADE) SEE GENERAL FINISH NOTE 115. COLOR: DESC: TBD FOR PROFILE SEE 18/A102. LOCATIOt LOCATION: RESIDENTIAL PORCELAIN TILE BASE Bz MFG: SAME AS PT1 LOCATION: PATTERN: COLOR: SAME AS ER1 SAME AS Fri TBD DESC: r X 12• ILE BASE COLD: LOCATION; AS NOTED ON PLAN TBD BASE B3TILE MFG: SANE AS WTI TBD PATTERN: COLOR: SAME AS WTI SAME S PORCELAIN DESC. pWTTt��V�� p��! Be r X B PALNOSE BASE 10 MATCH P72 LOCATION AS NOTED ON PLAN GEM TILE BASE OPORCEAN MFG SAME AS P72 ILE PATTERN: COLOR: SAME AS PT2 SAME AS P12 PATTERN: C OLM DESt; r X 12' TILE BASE MFG. STD, PATTERN LOCATION: AS NOTED ON PLAN BS NOT USED VINYL BASE B6 MFG: JONSONITE COLOR: DESC: TBD 4' K COVE BASE LOCATION: AS NOTED ON PUMA sit GRANITE SOURCE: TOD FINISK COLON: POLISHED BIANCO LAVE DAR LOCATION: KITCHEN COUNTERS DESC: 1 1/4" THICK SUB SURFACE BACKSFIASH IOBE CUT 4'X4' TILES. SPEC. TO MATCH PT2. BA3LSPLASH TO BE A SINGLE 4' ILE NKiH. ATTENTION TO BE TAKEN N PLACING THE FINISHED TiLE EDGES WHOM EXPOSED. THE ACCENT WALL PATTERN S M BE A COMM71ON OF THESE 4' TLES AND THE FOLLOWING GLASS TILES. SOURCE OCEANSIDE CLASS ILE FLASH: COLOR: VARIES SUEDE ()4 fCA. 1406, X408) LOCATONt Ki1CFEN ACCENT WALL SEE ELEVATIONS. sst CULTURED MARINE MFG: TBD PATTERN: COLOR: TBD TBD DESC: LOCATION: TBD BATH VANITY ssz M CAMM PATTERN: COLOR 2300 GRAY LOCATION: MASTER BATH VANITY 1..OLL71 Z fa. PANT W J P 1 MFG: FNSH: TBD SEE GENERAL FINISH NOTE its. COLOR: TBD LDCATIDNN: TBD O PLANT P2 MM' TBD FINISH: SEE GENERAL FINISH NOTE 115. COLOR: TOD LOCATIOt TBD PAIR P3 MFG: FLASH: TED SEE GENERAL FINISH NOTE /15, COLOR: TOD LOCATION: TBD PANT P4 IFk TBD FINISH: SEE GENERAL FLASH NOTE JI& COLD: TBD LOCATION: TBD PANT PS MFG FINISH: TBO SEE GENERAL FLASH NOTE JI& COLOR: TBD LOCATION: TBD PORCELAIN TIE PT3 MFG 10 MATCH P72 PATTERN: COLOR: MOSAIC BRICK To MATCH P12 GEM MFG, STD. PATTERN LOCATIO: SHOWER, LAVATORY AND WATER CLOSET (FDQURE) WA1S PORCELAIN ILE PT4 MFG TO MATCH PT2 PATTERN: C OLM MOSAIC 70 MATCH P12 DES:: MFG. STD, PATTERN LOCATION: ALL WALLS MLIRES DO NOT FALL ON AND FACE OF TUB ENTRY. N W H LU H_1 N z Z fa. w J Q W J JJ a Co CS (� O .9 U F O V) U Structural Engineers LYNCH, HARRISON, BRUMLEVE 550 Vtr*ie Avwm IrxftrilV Ala• Indiana illM Scope A;C These drawings inate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drowirgs do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work, a� rft Third and Fourth Floor Finish Plans RevWor&- luue Dab W Checked By LU JSK N z Z fa. w J Q W J uw �� Co a (� O Scope A;C These drawings inate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drowirgs do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish all items required for the proper execution and completion of the work, a� rft Third and Fourth Floor Finish Plans RevWor&- luue Dab Drawn By Checked By 03/10/06 JSK RRS CertNW By. 01 1- 4zfll. AR Dravkg Number. A802 Project Numbw. 25429