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Home My WebLink About200 Towne Center Blvd 94-1505 Plans Seminole Towne Center Mally j y j j j y y y j f 17777T77', �DATE,OF R EV. �REVISION', DRAWING DATE OF REV REVISION DRAWING DATE OF RE7V REVI S*ION DRAWING DATE OF REV. REVISION DRAWING DATE'OF REV' DESCRIPTION N DRAWING REVISION DESCRIPTION DESCRIPTION, -ISSUE, rE N DESCRIPTION iDESCRIPTION 0, E NUMBER SSUE 0 DATEl:,. UMBER ISSUE ER NUMBER.1, NO.* DA_ NO.'l DATE NUMB ISSUE NO, DATE NUMBER ISSUE NO., DAT ELECTRICAL 1/20/94 A�- 1,0/94 S3.1 FOUNDATION SCHEDULES AND DETAILS 1/20/94 D 2/24/94 M7.1 SCHEDULES 1/20/94' E6.1, MALL MANAGEMENT ANDJOILET ROOM DETAILS: 7 .2/ ENTRANCE DETAILS - ELECTRICAL 94 1/20/94 E6.2, 1/20/94 2/24/94 �A7.1 ENTRY PLANS, ELEVS., CURTAINWALL-. 1/20/94 M7.2 SCHEDULES A0,A COVER SHEET' 1/20/94, D 1/20/94 D 2/2 4/9 4 'l /20 [�RVICE COURT DETAILS -ELECTRICAL _S D 2/24/94 M7,3 , ; E6.3 S' AO.2 :GENERAL NOT' FINISH SCHEDULE A7.2 E LEVS., /20/94 1/20/94 B 2/17/94 FRAMING DETAILS /94 A/C UNIT DETAIL AND SCHEDULE AND,5,YMBOLS D 2/2 4/9 4 ELECTRICAL ROOM DEiTAILS. ELECTRICAL 1/20/94 :T__F2/24�94 FOOD COURT ENTRY PLANS, 1/20/94 E6.4:� 7 FRAMING SECTION AND DETAILS A7.3,; EVEL EAST ENTRY PLANS, I-LEVS, CURTAINWALL 1/20/44 S4.2 UPPER L _'CTRICAL. 20/94 :.Ai 2/10/94 1 2 0/9 4 ELECTRICAL 'ROOM DETAILS 'ELE S4.3 FRAMING SECTION AND DETAILS 1/20/94 E6.5 -JA 1 -,l SITE,,PLAN -1/2W94 A7.4 ENTRY TOWER DETAILS.' 1/20/94 M8.1 SITE PLAN CONTROLS A' CONTROLS A7.5 'FOOD COURT ENTRY C,URTAINWALL E LE V S., DETAILS FRAMING SECTION AND DETAILS 1/20/94:1 v20/94 2/10/94 1 /2 0/9 4 i!A 1 1 1 /2 0/9.4 S4.4 M8.2 L.L FLOOR PLAN, -------- SERVICE,. COURT ENTRY PLANS /20/94 M8.3 U.L. FLOOR - CONTROLS, A 7, -TAILS ,,A '3 ETAILS A7.6 CURTAINWALL D S4.5 FRAMING SECTION AND DETAILS 1/20/94' A 2/10/94 E7.1 AL RISER DIAGRAMS 'PLAN 4' SITE 01 j/�0/94 D 2/24/94 1/20/94 CONTROLS .2 1/20/94 A 2/10/94- M8.4 ROOF PLAN TELEPHONE' RISER DIAGRAMS 1/20/94 A -2/10/94 E7i C R, PLAN:1/32 FLOOR PLAN SPRINKLER ZONES SCHEDULES ELECTRICAL. 1 20/94-, �'A 2/1 Q LOWER LEVEL I S5.2 COURT ENTRY SECTIONS -AND DETAILS i,1/20/94 PO. 1 1/2 0/9 4 94 'A 2. l,- : , 1/20/94, TYPICAL MALL SECTIONS AND DETAILS 1/20/�47 ,LOWER LEVEL OMPOSITE �FLOO 2 j:.UPPER LEVEL 'COMPOSITE FLOOR,,PLAN 1/20/94 FOOD Po SPRINKLER ZONES 1/20/94 E8.2 SCHEDULES 7-. -ELECTRICAL' ,1/20/94 A'. 2/10 94'� A8. 1, S5.3. FOOD COURT SECTION-S AND DETAILS /2,0/94 UPPER LEVEL FLOOR PLAN FLOOR PLAN PART '!A", 1/2 �'A2,3 LOWER LEVEL 0/94 LOWER AND,UPPER LEVEL RESTROOM PLANS ELEVATIONS 1/20/94 E .2 ELECTRICAL 1/2 A. 10/94 2/24/94 E8.3 SCHEDULES 0/94 2/ . . ....... . ENLARGED M,GMT. OFFICE PLAN MAINTENANCE RM. PLAN /20/94 S5.4 FOOD COURT SECTIONS AND DETAILS LOWER LEVEL,FLOOR PLAN PART, "B" 1/20/94, r PLUMBING E8.4, ELECTRICAL 16/94 2/10/9 -:.CENTRAL, COURT SECTIONS AND DETAILS 1/20/94 PART "A" 1/20/94 F P2.1 UNDERFLOOR PLAN JA2.5:��L OWER LEVEL -'FLOOR PLAN PART "C" 1/20/94 A8.3 ENLARGED RAM P/STAIR/P LAN/SECTIO N DETAILS 4 S5.5 ELECTRICAL- s 6e'd 1/20/94 E CH'DULES 7 1/20/�4 A 2/10/�4' UPPER LEVEL FLOOR PLAN PART "A -2/24/ PART "B" PLUMBING 8.5 1/20/94 A8.4 ENLARGED RAMP/.STAIR CROSSOVER PLANS, SECTIONS DETAILS1 1/20/94 94 S5 6 1 CENTRAL COURT SECTIONS AND DETAILS 1/20/94 P2.2 UNDERFLOOR PLAN 10/94 ELECTRICAL JA2 7. UPPER LEVEL FLOOR P S5.7 4 P2.3 UNDERFLOOR PLAN PART "C" PLUMBING LAN PART "B". 1/20/94 A8.5 STAIR/ELEVATOR CORE PLANS 1/20/94 CENTRAL COURT SECTIONS AND DETAILS 1/20/9 /20/94 E E8.6 SCHEDULES /2 0/9 4 A F 2/ 4,� -LEVEL FLOOR PLAN PART A8.06 PASSENGER ELEVATOR PLAN, ELEVS.,, SECTION, & DETAILS 1/20/9' cl, 1/20/94 'UPPER 2 A8 .7 SERVICE ELEVATOR PLAN, ELEV SECTION,,& DETAILS,, PART "A" PLUMBING J/ 019A PART 1/20/94 1, �T2/10/94 S6,1 WALL SECTIONSAND DETAILS 1 /20/9 4 E R LEVEL FINISH FLOOR,,PLAN /20/9 P4.1 LOWER LEVEL FLOOR PLAN A2.9 LOW A 2/110/94 LOWER LEVEL FLOOR PLAN PART "B" -,PLUMB L.IGHTIRG ',,'Dl E I G,N' EVS., SECTION, & DETAILS 1/20/94 P 4.,2 20/94, -A2.10 �,LOWER 'LEVEL FLOOR FINISH PLAN, PART "B" S6.2 FRAMING SECTION AND DETAILS ING 1/ A2.1 0 1/2o/94 A ,,2/ 0/94 A8.8 ESCALATOR PLANS,.EL- /2 0/9 4 -VEL, FLOOR FINISH PLAN PART '!�C 1/20/94 A 2/10/94 A8.9 ENLARGED,STAIR PLAN, SECTION, DETAILS S6.3 FRAMING SECTION AND.DETAILS P4 3 LOWER LEVEL FLOOR, PLAN PART "C" PLUMBING 1/20/94 A2-'-11� LOWER L 1/20/94 DRAWING DESCRIPTIO N QF��, REV. REV I SI 0 N 'USTOMER SERVICE, BANQUET� KIOSK S6.4 FRAMING SECTION AND DETAILS �1/20/94 P4.4 UPPER LEVEL FLOOR PLAN - PART PLUMBING 1/20/94 B 2/17/94 N 0,�; DATE A" A 2/10/941, A8.1 0 -2/10/94 1/20/94.. NUMBEI A2.12 UPPER LEVEL,FLOOR FINISH PLAN PART UPPER LEVEL FLOOR PLAN PART ','B" - PLUMBING 1/20/94 B 2/1 N PART '1/20/94 UPPER A2.1 3 UPPER LEVEL FLOOR PLAN PART "B" '1/20/94 A i-2/1 0/94 A8.1 1 BUS STOP AL2.7 LEVEL. FLOOR PLA B P4.6 S7.1 '2/2 4/9 4 PART "C" PLUMBING -B 2/17/94 PART 1/20/94,: A 2/10/94 1/20/9 UPPER LEVEL FLOOR FINISH PLAN, A2.1 4 BEAM AN.D,GIRDER SCHEDULES 4 D UPPER LEVEL FLOOR PLAN 2/1 �7/9 4 P4.7 ROOF PLAN PART "A" PLUMBING 1/20/94 8 2/10/9 4' SITE ROOF PLAN: 1/32 D V2V94 A91, cl 1 1/20/94,-,, A, A2.115 'COMPO 1/20/94 1 MISC� DETAILS 1/20/94 AL3.3 LOWER LEVEL RCP PART "A" DA R PART "B" PLUMBING 'A 2/10/9, 1/20/94. 8 7/9 4 1/20/94 B 2/17/94 'PLAN PART "C" PLUME31NG -A -E ELEVATIONS VIEREN D EEL, COLUMN SECTIONS AND DETAILS 1/20/94 ROOF PLAN _RCP PART B 1/20/�4 A A2.1 6 KYLIGHT,TYPE �PLANS A9.2 LOUVE R I I r DETAILS 1/20/94 S9.1 AL3.4 LOWER LEVEL A9.3 COLUMN TYPE _T� /94 A2.17 SKYLIGHT /'CLERESTORY DETAILS 1/20/94 ELEVATIONS, DETAILS 1/20/94 P4.9 AL3.5' LOWER LEVEL RCP PART !',C" 2/10/9 4 EVEL RCP PART "A" -1 /2 0/9 4_ SKYLIGHT CLERESTORY DETAILS A2.18 1/20/94 A9.4 TRUSS TYPE ELEVATIONS, 1/20/94 AL3.6 LOWER Lr A 2/10/94 P6 ENLARGED PLANS LOWER LEVEL JANITOR CLOSETS 1/20/94 _T/20/94 .�A 2/10/�4 A2.1 9 ROOF DETAILS 1/20/94 D 2/24/94 A9.5 MISC. DETAILS AL3.7 UPPER LEVELRCP PART B /2 0/9 4 k\ 2/10/9 4 ENLARGED PLANS UPPER LEVEL JANITOR CLOSETS ETAI LS 2/10/94 P 6.2 1/20/94 A9.6 TILE Dr_ 2/10/94 � : j 1/20/94 A AL3.8 UPPER LEVEL:RCP PART. 1/20/94 UPPER,LEVEL SPRINKLER VALVE RM. &,ELEV.- 2/10/94 D 2/24/94 P 6.3 ENLARGED PLANS A3,1 LOWER LEVEL COM POSITE REFLECTED CEILING PLAN 1/20/94 A9.7 GUARDRAIL: DETAILS TOILET ROOMS P6.4 ENLARGED PLANS LOWER LEVEL 1/20/94 .1/20/94,� A3.2 UPPER. LEVL: COMPOSITE REFLECTED CEILING PLAN C H AN I C A L/P L.0 M B I N G N AL5.5 LONGITUDINAL BUILDING:SECT ENLARGED PLANS UPPER LEVEL TOILET ROOMS 1/20/94 NITIES PLAN PART, "A" :LOWER LEVEL R. C, P. PART "A" 1/20/94 P6.5 r_ -SECTIONS FOOD COURT_ AL5.-6 �0/94 =1/20/94 1/20/94 A10.1 LOWER LEVEL AME DR WING DATE OF REV. REVISION 'P6.6 ENLARGED PLANS MALL MAIN., JAN. CL., AND TOILET ROOM A3.4 PART "By' 1/20/94 Al Oi2 LOWER LEVEL �AMENITIES PLAN PART "B" 1/20/94' AL5.7 A LOWER LEVEL R. C. P. DESCRIPTION IONS LONGITUDINAL SECT NUMBER ISSUE NO. DATE, A3.5 LOWER LEVEL R. C. P. PART "C, Al 0.3 LOWER LEVEL -AMENITIES PLAN PART. "C" 1/20/94,.� , ., I P6.7 ENLARGED PLANS SERVICE COURTS 1, 4 & 6 1/20/94 TYPICAL MALL SECTION /20/94 AL5.8 /20/94 Mo. 1 LOWER LEVEL FLOOR PLAN - SMOKE ZONES SERVICE COURTS 2, ENLARGED PLANS 3 AS 7 1/2 94 ''Al 0.4 UPPER LEVEL AMENITIES'PLAN PART "All� 1/20/94 P6.8 1/2n/94. I OWER LEVEL WEST ENTRY SECTION 1/20/941� 1/20/94 ENLARGED PLANS SERVICE COURTS 5 ZU/94 A3.6�, UPPER LEVEL R.C.P. PART "A" -SMOKE ZONES 1/20/94 MO-2 UPPER LEVEL FLOOR.PLAN P 6.9 r_ A3.7 UPPER LEVEL' R.C.P. PART "B" 1/20/94 Al 0.5 UPPER LEVEL AMENITIES PLAN PART "B" , I : I - I I I AL5.1 1 BUILDING AND GUTTER SECTIONS-;.:. 1/20/94 Er_ S MO.3 UPPER LEVEL SMOKE CONTROL EXH., SUPPLY GRILL 1/20/94 A3.8 PPER LEVEL R.C.P. PART "C" 1/20/94 Al 0.6 �UPPER IEVEL AMENITIES PLAN PART "C" 1/20/94, 71 A L E SCHEDULES DETAILS 1/20/94, WEST ENTRY 112019 A _7P7.1 A3.9' CEILING BULKHEAD DETAILS J. DETAILS 7.1 M4.1 LOWER LEVEL FLOOR PLAN PART "A" H.V.A.C. 1/20/94- 7A1 1.1 SITE GRAPHICS 1/20/94 A 2/10/94 FOOD COURT 4.1, A 0/9�, - ----- - AL7.2 1/20/9 2/1 PART "B" H.V.A.C. 1/20 M 4.2 LOWER �LEVEL FLOOR PLAN /94 1/20/94 AL7.3 =EAST,ENTRY A4.1 ROOM, FINISH SCHEDULE/ U.L. DESIGN NOS. M4.3 LOWER LEVELiFLOOR PLAN - PART C H. V. A. C. 1/20/94 IN i�A4.2 PARTITION TYPES - PART "A" H.V.A.C. 0/94 B ELECTRICAL/LIGHTI M 4.4 UPPER LEVEL FLOOR PLAN 1/2 2/17/94 r_ �2 1/20/94 A4.3 DOOR, SCHEDULES AND DOOR TYr S 1/20/94 AL8. 1 FIXTUREDETAILS M 4.5 PART "B" -H.V.A.C. 1/20/94 B /17/94, �UPPER LEVEL FLOOR,PLAN A4.4 DOOR & WINDOW DETAILS 1/20/94 DRAWING DATE OF REV. REVISION FIXTURE DETAILS AL8.2 J20/94 6 1/20/94 B 2/17/94 NUMBER DESCRIPT I ION ISSUE NO. ER LEEVE L FLOORPLAN PART "C"L H.V.A.C. M4. UPP 4 AL8.3, FIXTURE DETAILS �1/20/9 A4.5 LOWER LEVEL COMPOSITE LEASE P LA N 1/20/94 STRUCTURAL PLAN PART "A" -H.V.A.C. 1/20/94 B 2/17/94 L TENANT ELECTRICAL 1/20/94 A 2/10/94 /20/94, r 101.1 OWER LEVEL FLOOR PLAN /20/94 �A4.,6 UPPER LEVEL COMPOSITE LEASE PLAN M4.7 ROOr 7 AL8.4 FIXTURE DETAIL DRAWING DATE OF- REV. REVISION M4 8 ROOF. PLAN - PART B H. V. A. C. 1/20/94, B 2/17/94 A43 T YPES NEUTRAL'P,IER DETAILS 1/20/94 1 - � L I- __ - ''1 1. 1 . 1 :-2/10/94 ENANT STOREFRONT T DESCRIPTION' AL8.5 IXTURE DETAILS. 4 - PART "C" -H.V.A.C. NUMBER ISSUE NO. DATE - , 1/20/94 B 2/17/�4 ROOF PLAN F ELECTRICAL 1/20/94 A 2/10/941,1 -2 LOWER LEVELLTENANT 1/20/94 A, 2/10/94 SO.1 GENERAL: NOTES 1'/20/94 D 2/24/94 E2.2 UPPER LEVEL TENANT ELECTRICAL t f A5.1 EXTERIOR, ELEVATIONS 1/20/94 N DSC 1/20/94 S1.1 TYPICAL DETAILS 1/20/94 D 2/24/94 M5.1 PARTIAL MALL -PLAN A5.2_ EXTERIOR,,ELEVATIONS 1/20/94 APE 2/1 0/94 M5.2 PARTIAL MALL PLAN 1/20 9A, LOWER LEVEL FLOOR PLAN PART "A" POWER 1/�0/94 A E3.1 2/10/94 EVATIONS A 5.13 PARTIAL EXTERIOR EL QF'l� REV� -PLAN PART "A" 1/20/94 D 2/24 M 5.3 PARTIAL MALL PLAN 1/20/94 1/20/94 A 2/10/94 �REVISION � : - I E� 2/10/9 4 S2.3 FOUNDATION /94 VEL FLOOR PLAN PART "B" POWER DRAWING D4T DATE NS E3.2 LOWER _LE A 2/10/94 NUMBER DESCR A5.4 EXTERIOR SCREENWALL E-1 EVATIO 2/10/94 'A 1/20/94 D 2/24/94 M5.4, PARTIAL MALL PLAN 1/20/94' IPTION S2.4 FOUNDATION PLAN PART "B" LOWER LEVEL FLOOR PLAN PART "C" POWER 1/29/94 ISSUE NO /20/94 E3.3 .5 LONGITUDINAL BUILDING SECTION :1 M 5.5 PARTIAL-IMALL PLAN 1/20/94 S2.5 FOUNDATION PLAN PART "C" 1/2o/94 D 2/24/94 E3.4 UPPER LEVEL FLOOR PLAN PART "A" POWER 1/20/94 A 2/10/q4 L. 1 ENTRY'PLANS 2/17/94 LONGITUDINAL BUILDING SECTION AT FOOD COURT 1/20/94 TING DETAILS UPPER LEVEL FRAMING PLAN PART "A", 1/20/94 D 2/24/94 M 5.6 PARTIAL MALL PLAN.. 1/2 PART "B" POWER 1/20/94 B 2/17/94 L.2 SERVICE COURT PLANSAND PLAN 2/17/9 4 E3.5 UPPER LEVEL FLOOR PLAN A5.7, LONGITUDINAL BUILDING, SECTION 94 1/2 4 D )2/24/94 5.7 PARTIAL;,MALL PLAN. L. 3. VEL AMENITIES PLAN PAR 1/20/94 A 2/10/94 S FOOD COURT SECTION, 20/94t,L S2.7 UPPER LEVEL: FRAMING PLAN PART V20/94 0/9 E3.6 UPPER LEVEL FLOOR. PLAN PART "C" POWER A5.8 TYP ICALL MALL, SECTION EVEL FRAMING PLAN PART."C" M 5.8 32.8 1/20/94 D 2/24/94 PARTIAL MALL PLAN 4 L.4 -LOWER LEVEL AMENITIES'PLAN -,PART "B" A5.9 TRANSVERSE ENTRY AND MISC. MALL SECTIONS UPPERrL 1/20/9 20/94 1/2 A- '1/20/94:� 8 �2/1 7/94" -M O/V4 PART "A" ELECTRICAL PART�"Cly 2/17/9 4 /2 S2.9 ROOF FRAMING PLAN PART "A" 5.9 PARTIAL. MALL PLAN E4.1 ROOF PLAN L. 5 LOWER LEVEL,,"AMENITIES PLAN A5.1 0 LONGITUDINAL DEPT., STORE MALL SECTIONS 1/20/94 2/10/94 -1 //94% .2/' M -L AMENITIES PLAN- �ART,:A" S2.10 ROOF FRAMING PLAN PART "B" 1/20/94 8 5.10 PARTIAL MALL PLAN L.'6 UPPER LEVr_ E4.2 ROOF PLAN PART "B" ELECTRICAL 1/90/94,. A 2/10/9 41 A5.1 1 ..MALL BUILDING SECTIONS -1/20/94 �l /20/94 UPPER LEVEL AMENITIES PLAN PART "B" 94 S2.1 1 ROOF FRAMING.PLAN PART, "C" 1/20/94 -B 2/17/94 M5.1 1 PARTIAL MALL PLAN PART C ELECTRICAL 9/1.7/ 1 1/20/94 A' 2/10/94 L.7 E4.3 ROOF PLAN I ERL LEVEL AMENITIES RLW� PART ','C, 2/24/94 L.8 UPPE 7/9 4,' RO FRAMING PLAN FOOD COURT HIGH ROOF 1/20/94 �D OF r E4.4. ROOF PLAN PART "A" ELECTRICAL 1/20/94 A 2/10/94 A6.1 EXTERIOR WALL SECTIONS 1/20/94 4 L.9 IN S2.13 SKYLIGHT AND,CROSSOVER FRAMING PLANS, 1/20/94 M 6.1 ENLARGED PLANS MALL MANAGEMENT 1/20/9 2/17/94, '1/20/04 1 EXTERIOR.WALL SECTIONS I E4.5 ROOF PLAN PART "B"'- ELECTRICAL 1/20/94 A 2/ 0/94 TERIOR SPECIFICATIONS AND PLAN : LISTS D 2/24/94 r_ "C' 1/20/94 -A ELECTRICAL A8. [-A-8.2 1/20/94 ROOF -2 JAN. CLOSETS 1/20/94 EXTERIOR WALL SECTIONS M 6. 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I I I I ,- . . , � I 11 I I— 1 7 1 1 � . - - - I I � I I I I � � � I - ,.: , � I - - I I - � . I I � I I � � I I I I I I I ,��. , , I I I I ; , � . ; I I _1 . , . - I � � . , . . . . . 4: 1 . " ., I : , ,� 1� I . . . I : .-, , ,� -,� - , j I I I /.__��l I � 4� - I ,. I I I � � , _� I I - I I I ", z - ,, , , - - - :% �: � �, , , , , I I I � . . I � I � � , I I I I I . i I . - � I - I I - I I , - r I I � � . - I _� I I I 1 2 , � , � I I - .1 I I- - r m - I . - I I _N ,,,,, , - - - - , i �7" ___' __V� , 1� . - I ,,, � z� i - __Yl�l , . � I , �, li ,� I.. /IN 'I I 1"', , I . . I .11� /1� , ,-, t / 1_1� . . ., � I I I �l I 11 � � I I � . I � . . / . I I - . - - _11� . :, I - � � . � . � I � . . . I I - . �, " . . I I ,L BE INSTALLED ACCORDING TO INDUSTRY STANDARDS (AND K. THE ELEVATOR EQUIPMENT ROOM FOR THE FEATURE ELEVATOR LOCATED AT THE I , , I ., , , I I , - I - A2.1 0/1, 5 . A. ALL MATERIALS SHAL * � � - I I , : " ,: , , - I - � I �l I I I - - I I I � I ALL AGENCIES OR STANDARDS LISTED IN THE SPECIFICATIONS) IN ORDER TO - CENTER COURT IS LOCATED A SIGNIFICANT DISTANCE AWAY FROM THE ELEVATOR. 1 7, . � . � �.: �:,� I '� ., I I I � I I I � � I - . I PROVIDE A COMPLETE AND HIGH QUALITY PROJECT. THIS SHALL BE ACCOUNTED FOR IN THE BID, AND THE HYDRAULIC LINES SHALL BE 1. ". I I � . I I IL I � I . DETAIL NUMBER I I � EARTH . - . , I , 11 1, I 1. � . I � I . . - ,, , " , � , - . . . -1 , I . I RUN IN THE CEILING PLENUM WITHIN A PIPE SLEEVE. THIS SLEEVE IS TO _ 11 I I � I __ I TT � �l 1_� NUMBER I . . I � . i S H E ET - (((((-- ((((( I . B. THIS PROJECT SHALL BE DESIGNED DETAILED AND BUILT ACCORDING TO ALL �, EXTEND INTO THE MECH. ROOM AND ELEVATOR PIT. � t�', ". � I I , �� I I . � I 11 . I I . �, _ ��_,_ I I I 1� � - 1. . I . : I . I . I CLUDING (BUT NOT I IMITED TO) THE FOLLOWING I , .- I . I I APPLICABLE AGENCIES IN - E. � I ll r�, , I I - I - I � .: - ,'� 1, I t . � � I �� . . � SERIES NUMBER - . . . � I . A) L ESCALATOR TRUSSES SHALL BE DESIGNED To SUPPORT PLATE GLASS MIRROR ON .11 ,� ,. � ,� � i AGENCIES: � . - - . ,,, . 11 � I I .1 - ,,, ,�..�, - , I I . I . � I - I 1 5/8" PLYWOOD ON METAL STUD FRAMING AS SHOWN ON THE DRAWINGS. �'..��l I , , _�' � �� , '. I 1, I . - I �l - . 1-11 I I , , I I � IG CODE . A-s �:, , �,. � , , - - I I � .. I I STANDARD BUILD11' 1991 EDITION --- ' I I I I � I I � � .. . .. . ...... , 1. I I I . - ;l I ,, , , �, . I . - . liahl. 19", . . . AL CODE 1991 EDITION M. THE SPRINKLER SYSTEM IS NOT SHOWN ON THESE DRAWINGS, HOWEVER, REFER TO : r, l,� '' - - I I � I . . SECTION , '�� , ��_ - � I I � "I , �, ''�'. � I I I I - - BUILDING . ... . e ,. _ .. CONCRETE STANDARD GAS CODE 1991 EDITION THE SPECIFICATIONS FOR THE SPRINKLER SYSTEM PERFORMANCE SPECIFICATION. . �� I I � I I I - I . A5.1/2 � 1��; �.... i .. . . I . -."I" ____ 1, , �l . � I I . ,� I . 1 A5.1/2 - , , - .. . . I STANDARD PLUMBING CODE . 1991 EDITION THE CONTRACTOR IS ADVISED THAT SPECIAL CARE MUST BE TAKEN IN LAYING OUT �.'l , t It , _. A � i � . � . .. .. .. � . . do � .. � NATIONAL ELECTRIC CODE, NFPA 70 W/. NOTICE 1990 EDITION I I THE SPRINKLER 5YSTEM IN THE PUBLIC AREAS OF THE MALL. WHEREVER POSSIBLE � I �� I . i I - I � �l , I . I . � I ,,, ", I I - � � , . I I I I - I : . . 12 � ' E. ""; o" , - , I � I � I . i AMENDMENTS I I THE SPRINKLER SYSTEM SHALL BE CONCEALED; HOWEVER, IF THE SPRINKLER :,_ � I I - . I . I 1, i . I I � I FINAL ,� " ;' ,, -,.' : , , I . � I I I � STANDARD FIRE PREVENTION CODE 1991 EDITION SYSTEM MUST BE EXPOSED, THE ARCHITECT AND OWNER SHALL HAVE I � I 11, - . I I I � � I I , � , - I . FACTORYMUTUAL LATEST EDITION APPROVAL OF SUCH LOCATIONS. ANY EXPOSED SPRINKLER LINES SHALL RUN , i, � I I . , I I � I � Ab�.. I � ,,-,- � , , .I- I � I . I . . I - i ECTION I I I . I - I � I - � , I � I I WALL SL AMERICAN'S WITH DISABILITIES ACT 1990 EDITION ADJACENT TO EXPOSED STEEL STRUCTURES AND SHALL BE PAINTED TO MATCH �,;. , : I I., I I . .� I 11 A6.1/2 . . I � CITY OF SANFORD LAND DEVELOPMENT REGULATION, 1992 EDITION I EXPOSED STEEL STRUCTURE. THE CONTRACTOR IS ALSO ADVISED THAT CAREFUL �, �� ,. � � I I I I I I I , I . � I I . . I I I � � INCLUDING SIGNAGE, ZONING, LANDSCAPE, ETC. STUDY OF THE MALL,GYPSUM BOARD FURRDOWNS AND BULKHEADS SHALL BE .! �� t, -, - I I I CONCRETE MASONRY I I I t e 'l � �, I.. I � . I � ERICAN NATIONAL STANDARD FOR B -) ri r I UILDING AND 1986 EDITION PERFORMED TO INSURE PROPER STRUCTURAL ,SUPPORT IS PROVIDED FOR T e�.'::,' � , I ..... � I I I � . I I i I I I I A IM E_ FACILITIES ANSI Al 17.1 1 - r -_ ,,, I . 1� 11 . I I I I I i C- SPRINKLER LINES.FTo PROVIDE AN ATTRACTIVE AND AESTHETICALLY APPEALING I 1. I I � I I I � I I , �l - �, ". � . I � ; _ I . . FLORIDA BOARD OF BUILDING CODES & STANDARDS 1990 EDITION DESIGN OF THE MALL COMMONS CEILING, THE SPRINKLER CONTRACTOR SHALL I .,� - " , . , � � 1. " . � . I I I .�*� I I EXPANDED & REVISED FOR THE ACCESSIBILITY I PROVIDE A CONTINGENCY FOR MATERIAL AND LABOR TO PROVIDE AND INSTALL , _ , 2 1 1 1 � J; �, _ . , I 'A5.1/2 I I" � �,. 11 - � . � ELEVATION ( I , I I.. . I -, � � I I (1& �`, .1, I 'I', - - I 1. I � I . I � I I I REQUIREMENTS MANUAL) I 10% ADDITIONAL SPRINKLER HEADS AND PIPING AT THE MALL COMMONS CEILING - I'., - - I - LIFE SAFETY CODE (NFPA 10) 1985 EDITION ? AREA OVER AND ABOVE THE HEADS AND,PIPINC REQUIRED FOR CONFORMANCE . I : 1, " � � I . - --- , v I . .. 1 '14.1 1, , . I I I i I . - - 2'..a. ,. .. : . - � DA'DEPARTMENT OF BUSINESS AND PROFESSIONAL 1991 EDITION I I D F HE PERFORIANCE SPECIFI CATION LISTED HEREIN, AND THE LAY�� '-�,, Q 0 T ' C � 0 M. . 1"�� I , � I , � I I . '� .. , FLORI To C TS S B �. I , � I—— . : -,- , , "' I , _. � I I:- 't , -----7- 1 � I . I � : . 1. .. : , . � . . - . :��,A. , I I . I A9.2/3 . . _'. .- .... . SAN D . I � I REGULATION DIVISION OF HOTELS AND RESTAURANTS/ RE UIR&EN DE -RI"'ED ABOVE IN N TE I :.. _. . , :. I '* ,:- I I i . ... : , . - ... . �� t_��_t - - � . I I . - I I .1 .- I .. -_ .- FLORIDA ADMINISTRATIVE CODE SECTION 7C4 I I _ . I I - � 4 j �L - - I I . . - .. t 1,L I , . 11 ,L I I STATE OF FLORIDA ENERGY CODE FOR BUILDING 1993 EDITION . N. PUBLIC PAY TELEPHONES SHALL BE PROVIDED UNDER THIS CONTRACT, AND SHALL I :�'1'1, _ . I L I IL I I I - I - . I L - I �l I" � 11.1 _� " I . I � ____l I I . MEET ALL LOCAL CODES AND ADA REQUIREMENTS. I I I L � , I _,/� I . I I . I I � I L I , . I I //1", , � L �'l , �l I L ., L I I , I . ESTHETICALLY APPEALING DESIGN OF TH MALL - E I . 11 - I -_ 1 I � I I I 1, 1, I I I I D ETAI L 1 8.2 THE CONTRACTOR IS ADVISED THAT A CODE REPORT HAS BEEN PREPARED, AND A P. TO PRODUCE AN ATTRACTIVE AND AE I � I I � L I ') : ": V `L " I I - . - I I � I I I I I COPY Or- THE CODE REPORT PREPARED BY CODE CONSULTANTS, INC. IS AVAILABLE COMMONS CEILING AND BULKHEAD, THE ARCHITECT (DURING CONSTRUCTIO PHASE , 11 '),"'. 11 :. - . I I I I - . L TS, �� 1, 11 I , %;e . . �� , ) . FROM THE ARCHITECT OR OWNER FOR CONTRACTOR'S REVIEW. SHALL COORDINATE THE LOcA:nONS Or' GYPSUM BOARD CONTROL JOINTS, IGHT I I - 1-1 � , � . I I I - . 1_. � � I ER' . . r_ � , ll�,',' _�.''�_ - , I � I i COMPRESSIBLE FILLL t/�\ FIXTURES, SPEAKERS, ELECTRICAL RECEPTACLES,, HVAC GRILLES, HVAC SENSORS, .11� ": 'L I I . . I -TORTO MEET THE SPRINKLER HEADS, 'TC. WITH THE CONTRACTOR AND ALL TRADES. ALL CONTRACTORS � , �, 1. .1 I I . I N, 1 8.3 THE EXIT STAIRS SHALL BE DESIGNED BY THE CONTRA�l L - , , " ", �,:, I I I --,--/ REQUIREMENTS OF ALL AGENCIES LISTED ON THE COVER SHEET AND ALL CRITERIA ARE ADVISED THAT THE QUANTITIES OF ALL SUCH ITEMS SHOWN ON THESE DOCUMENTS I I w � , - . I � . . , 1; ''I L t�. "', � A L I � ECT, HOWEVER THE FINAL LOCATION OF ALL SUCH ITEMS IS SUBJECT TO �l It'. �,� . I I I � . � L . I . I SHOWN ON THESE DOCUMENTS. SPECIAL CARE SHOULD BE TAKEN BY THE I IS CORRc_ _�,, I L . I I I - ,�' , ''� L - - I - I I CONTRACTOR WHEN AbDRESSING TREAD WIDTH, RISER HEIGHT, HANDRAIL HEIGHT, CHANGE BASED UPON THE ARCHITECT'S FINAL COORDINATION PLAN. IT WILL BE THE , L 11 I � I I � . . I : I , . -TO NSURE �_ � ) , . 1: I I I I I - . . . i HANDRAIL SIZE AND SUPPORT CRITERIA, AND STRUCTURAL CRITERIA I CONTRACTOR'S RESPONSIBILITY TO INCORPORATE THESE LOCATION CHANGES AT NO L I I : �", I . 11, . . . : L COMPLIANCE WITH ALL CODES. I ADDITIONAL CHARGE TO THE OWNER. ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS �:,; �, 1�, I i I I L '. _'. 11 I - . i A . , L_,.,, 1. - I �l 1, , I � L I M9.2/3 I L I I TO THE ARCHITECT OF THEIR PARTICULAR TRADE WHICH ACCURATELY LOCATE ALL �� Z� ' 'L , L, I .. TECT WILL COORDINATE ALL ELEMENTS AND INCORPORATE _, :, ,, I I- L I � I 1, � , A F_ _ - L . � : I I STEEL (IN SECTION) C. 1 THE CONTRACTOR IS HEREBY ADVISED THAT PORTIONS OF THE MALL BUILDING . SUCH ELEMENTS AND ARCHI _�L - '. , I " "! . I rO A FINAL COORDINATED PLAN AND SUBMIT TO OWNER FOR FINAL APPROVAL. , 11 � -,- . . I � CONCRETE SLAB ON GRADE ARE NOT INSTALLED UNDER THIS CONTRACT. THE \1 IN :. �`� , ". L 1, 1! I I � I � I - ------ - I -7 ALL TRADES MUST OBTAIN FINAL APPROVED PLANS FROM OWNER AND ARCHITECT _ _, ], I � I j ,-, -,, I I I CONCRETE SLAB ON GRADE SHALL NOT BE INSTALLED AT LOWER LEVEL TENANT I . ) _ � �.. , . t / . I 1 11 � p , ,,� �, t, �� L .� . I . AREAS (AS SHOWN ON THESE DRAWINGS) TO ALLOW THE TENANT TO INSTALL THEIR \1 PRIOR TO INSTALLATION OF THESE ITEMS, ____ __,_ I "'L, � L '' � , I I � / I UNDER61ROUND PLUMBING, ELECTRICAL, ETC. PRIOR TO TENANT'S INSTALLATION OF . . I I . :� I . I - I -L I . L� ,,, � Z, - L - I I � THE BENTONITE WATERPROOFING SYSTEM AND POURING OF THE CONCRETE SLAB. 0.1 THE SITE CONTRACTOR WILL PROVIDE THE LOWER LEVEL MALL BUILDING PAD, I 1. ! � � I L I ,� I I I ,� I I . ., . I I I I I ) - . I HOWEVER, -UNDER THIS CONTRACT, THE CONTRACTOR SHALL MAINTAIN THE TENANT COMPACTED ACCORDING TO THE SOILS REPORT. THE LOWER LEVEL MALL BUILDING I I 1 - I � . � I L I I I I A E_ -TO THE CONTRACTOR BY THE I ' '� '' L 1. 1, REA BUILDING PAD IN THE CONDITION TURNED OVER PAD AREAS WILL BE,CROWNED BY THE SITE CONTRACTOR TO SHED WATER AND , L I � I ' I , - I i I ' 'L �rl I � .,I, L - L' I SITE CONTRAC TIED ACCORDING TO SOILS REPORT AND GRADED HIGH AND LOW SPOTS WILL BE BALANCED SO THAT FINAL ELEVATION WILL BE 1:� � . � � - � � I RIGID INSULATION, TOR (COMPAC, r_ I ,�� I L". � N I , I 'LEVATION APPROXIMATELY 8'' BELOW FINISH FLOOR EVE L � :�L'� ,", 'LL I : DETAIL/ APPROXIMATELY LEVEL TO AN [_ r . APPROXIMATELY 8" BELOW THE LOWER LE ELMALL FINISHED FLOOR ELEVATION. 1, I : L . : I I . TOR, UNDER THIS CONTRACT, SHALL BE RESPONSIBLE FOR -- '' I- � I , I ELEVATION). ANY AND ALL EARTHWORK DISTURBED BY THE CONTRACTOR DUE TO THE GENERAL CONTRAC IL '_� L �, I . I ENLARGED FLOOR PLAN I Ti-s, OR FOR ANY OTHER REASON SHALL BE ALL EARTHWORK REQUIRED ABOVE THE SITE CONTRACTOR PROVIDED BUILDING PAD I .L I I - , . - , - . . - I , I I INSTALLATION Or' FOOTINGS, UTILi I. : 'I-, �, ", I �T � . ,� - _11 . � , , . i . . RECOMPACTED AND REGRATED. THE SAND LEVELING BED, GRANULAR FILL, VAPOR AND GRADED AREA, INCLUDING THE BUILDING PAD FOR THE SLAB ON GRADE AT THE , . I . . , , .� .- 1- . . I BARRIER AND BENTONITE WATERPROOFING SYSTEM ARE TO BE INSTALLED BY THE UPPER LEVEL AND THE BUILDING PAD FOR UPPER LEVEL DILLARD'S LOADING DOCK . �1� �:� � � ' I � 1� I L I I I r T IN THIS CONTRACT. REFER TO SLAB ON GRADE. � . ! ", " . . - I I - TENANT AT THE TENANT SPACES AND ARE NO . , Z� I � ,� _. � __,�_ L L . I DRAWINGS FOR LIMITS OF CONCRETE SLAB ON GRADE WHICH ARE NOT IN THIS . - � I - I I - ". 1',� .1 : �_-1 I I I I L . FINISH WOOD (IN SECTION) . CONTRACT. NOTE THAT ALL CONCRETE SLAB ON METAL DECK AT THE UPPER LEVEL, Q.2 ANY BUILDING PAD AREA DISTURBED BY THE CONTRACTOR TO INSTALL I I . I - ES, ETC., OR FOR ANY OTHER REASON (INCLUDING TENANT . � I � - .� �� I " 9 I 11 . I - INCLUDING TENANT AREAS, SHALL BE PROVIDED UNDER THIS CONTRACT. FOUNDATIONS, UTILITI I . I " , L . I ) , I I BE RE :.. '�_, � " � M. I o 4 %� L . I I L � I AREAS) SHALL ECOMPACTED ACCORDING TO THE SOILS REPORT. ALL TENANT I � I , .1 - . I I � ! '_� - E. TE 1. 11 �, L _ _ _____--' L C.2 THE MALL BUILDING ON GRADE CONCRETE SLAB ADJACENT TO THE TENANT SLAB AREAS SHALL BE REGRADED TO ORIGINAL ELEVATIONS PROVIDED BY THE SI I � , - L�%�' � I . . CONTRACTOR. '.1 � ", . . - . 'AREAS SHALL HAVE A TYPICAL CONSTRUCTION JOINT WITH KEY WAY AND SLAB I . I I I I I T SLAB AREAS TO FULLY TIE THE L , I I _ I I I .�:_, , _.. " - . I .. REINFORCING PROTRUDING INTO THE TENAN I , L'I !' L' ' I 1, t i , 1% _ " I I , - I I I I -1, I TENANT'S FUTURE SLAB TO THE MALL BUILDING SLAB TO PREVENT ANY 0.3 THE SITE CONTRACTOR WILL PROVIDE A SLOPE OF 1.5 TO 1 FOR EARTHWORK F , - . :,, %,� I . . L � . TRANSITIONS FROM THE LOWER LEVEL MA LL BUILDING SLAB .; - � �,� I 1! I I I - DIFFERENTIAL VERTICAL MOVEMENT FROM OCCURRING. . . REQUIRED FOR GRADE � L� �, _ .1 i I � ; '. � , � I I '11'' . ; I WOOD BLOCKING . I I TO THE UPPER LEVEL PARKING AREAS. EARTHWORK SLOPE WILL BEGIN AT 'Top OF L "LL , �� Ll - , � I . I L I I I . C.3 A BENTONITE WATERPROOFING SYSTEM 15 REQUIRED UNDER SLAB AND AT RETAINING THE MALL BUILDING RETAINING WALL FOOTING (REFER TO A6.3/4). THE GENERAL 11- L �' 't __ L - : . I -THE MALL BUILDING (SEE A2.1 FOR I'� , '� " I I � WALLS AT A SUBSTANTIAL PORTION OF CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL . I I I 11 � . . ; - -TYPICAL BENTONITE WATERPROOFING DETAILS ARE SHOWN ON BACKFILL FROM THE SLOPING GRADE UP TO THE FINAL GRADES REQUIRED AT THE � I I ";-, -1 - i � i - � I . I I LIMITS). ONLY L � L. ''I �, _ I I I THESE DOCUMENTS, AND JOB SPECIFIC DETAILING AND SHOP DRAWINGS WILL BE UPPER LEVEL PARKING AREAS. ON -SITE FILL MATERIAL WILL NOT BE AVAILABLE I I L I I I .1 .1 I I I .. . L . THE RESPONSIBILITY OF THE WATERPROOFING CONTRACTOR. ALL CONDITIONS MUST TO THE GENERAL CONTRACTOR, THEREFORE, IMPORTING OF ALL FILL MATERIAL Is I - - I I . COLUMN CENTER LINE BE DETAILED, AND EACH CONDITION MUST BE DETAILED AND INSTALLED TO BE IN REQUIRED. I ", .- - ,� .1� , I . � . I . �',��, I � I 0- - -_ CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS IN ORDER TO ATTAIN THE I I � , F � -1.1 I L ]L , I I L i cee zc&- ' b :, L, , I RESPONSIBLE FOR BACKFILLING, COMPACTION AND - I � � 1 ,4 i I YWOOD WARRANTY SPECIFIED HEREIN. Q.4 THE GENERAL CONTRACTOR IS E I I �._, .", I 11 11 L I . . i . I 1.1 I .11 PREPARATION OF ALL FINISH GRADING FROM THE MALL BUILDING TO THE FACE OF - , �L � - . I � CA THE TENANT CRITERIA MANUAL E_ , I I I , � - ,,,, .1 I WILL ADVISE THE LOWER LEVEL TENANTS THAT THE CURB AT THE INNER RING ROAD IN ORDER TO BRING- THE SITE CONTRACTOR'S , ., , , . . ,� I . _ . ". 11 ,,, � , . i I TENANT IS RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION METHODS SPECIFIED GRADING TO THE FINAL FINISH ELEVATIONS OF THE SERVICE COURTS, SIDEWALKS, , , 1. - I L , . I � . i .� L I I I i HEREIN WITH RESPECT TO SOILS AND BENTONITE WATERPROOFING, AND THE LANDSCAPED AREAS, AND TRUCK DOCKS. t1l :. � : L�, I . i I - I L L - HIRED BY THE TENANT TO INSURE THAT I I L I— Li I I . OWNER'S TESTING LABORATORY SHALL BE. � L' L L � I I , � . I - - .1 . 'L I L I THE BACK OF THE r _. 1, , - I 11;l 1 . ALL SOILS, WATERPROOFING AND RELATED MATERIALS ARE INSTALLED ACCORDING 0.5 THE SITE CONTRACTOR SHALL PROVIDE ASPHALT PAVING TO TURB :., tL: , � � . L I TO THE SPECIFIED INSTALLATION METHODS AND THE SOILS INVESTIGATION , AT THE INNER RING ROAD. THE GENERAL CONTRACTOR SHALL' CUT PAVING, . I �i 1, I . � IL L I 111.1� , ,, 11 . I L I I I � - � I - 11 I 1, 'L I I I � T INSULATION RECOMMENDATIONS, IN ORDER THAT A MANUFACTURER'S WARRANTY FOR THE ENTIRE INSTALL THE CONCRETE CURB AS SHOWN ON THESE DOCUMENTS, AND PATCH THE I . - . I t BAT �1� �� - 1�. I � I - L I I I I . . BENTO,NITE WATERPROOFING SYSTEM WILL BE ATTAINED. PAVING TO.ITS ORIGINAL CONDITION . L '' IL L_ . I 11 � I ;,��. , I I NORTH INDICATION � I I I T I � I � � L . . . . 11, . I . I I . . I . - NERAL CONTRACTOR SHALL REVIEW THE CIVIL DOCUMENTS, THE SOILS ` 1. . '. . I I ID. CONCRETE FLOOR SLABS SHALL BE INSTALLED AND FINISHED AS REQUIRED TO Q.6 THE GE E. ':.'� "' i I I I i L I �, � I I I I . I -NTIRETY) TO INSURE THAT ALL . .1-11 I � � 1 1 �NORTH � RECEIVE THE SCHEDULED FINISH MATERIAL. NO CURING COMPOUND SHOULD BE REPORT, AND THESE DOCUMENTS (ALL IN THEIR F_ I r L:'� ':" L.� � , I L . .: I . I - -TO RECEIVE TILE (REFER TO SPECIFICATIONS). SPECIAL REQUIRED EARTHWORK, PAVING, AND CURB WORK IS FULLY COVERED IN THE SCOPE L I � - � I I . I : . I UTILIZED ON CONCRETE r_ E_ I I , - i . I I , , '. . ! I ATTENTION SHOULD BE PAID TO THE CONCRETE SLAB RECEIVING MARBLE, OF THE GENERAL CONTRACTOR'S BID. GENERAL CONTRACTOR SHALL FULLY , I , , , , - %, , I I . : . . . . . -NDATIONS OF THE CERAMIC TILE COORDINATE ALL OF THE ABOVE REFERENCED WORK LISTED UNDER QA THROUGH Q.5 L L I L 11 , - - - I PORCELAIN, OR CERAMIC TILE, AND THE RECOMMr_ .. I . - I I I i . t., . - . ,�.,`�., - ENTATIVE, THE ARCHITECT, CIVIL ENGINEER, AND SITE � , � 'L " �� ' I I . I . . . . -'.-,;!t INSTITUTE OF AMERICA SHALL BE STRICTLY ADHERED TO. THE ARCHITECT, IN WITH THE OWNER'S REPRES '... . ` �L , , ' 11 - I L . I I I � . I . I � �. .. - CONJUNCTION WITH THE FLOOR TILE SUBCONTRACTOR, SHALL ESTABLISH LOCATIONS CONTRACTOR TO INSURE THAT ALL WORK IS FULLY COORDINATED. -1, I.. i L I L FLOOR SLAB C.J.'S SO AS TO MINIMIZE CUTTING OF FLOOR TILE. "I ". 11; � . . - - : I - I OF CONCRETE r _'.Tl"'� ,: I I . L I - � I L . , , � " . 11 11 . I Q.7 GENERAL CONTRACTOR SHALL PROVIDE TOP SOIL FOR ALL LANDSCAPE AREA SHOW .,:, I I , , . . .1 I I .1 . . 1 1L. 'L '' L I t , I- ''. : I � ""'. FINISH TYPE L E. THE FLOOR TILE IS AN AREA OF EXTREME IMPORTANCE, AND THE CONTRACTOR IS ON THESE DOCUMENTS AND THE LANDSCAPE DOCUMENTS. t It"", ,: � I ; I 1. -1 I . ADVISED TO CAREFULLY REVIEW THE SPECIFICATIONS FOR FLOOR TILE I I . I .1 I- I I . - S_ L I � TRACTOR SHALL PROVIDE ALL BACKFILL AND COMPACTION ACCORDING � �l 11 . I � � - I i I I INSTALLATION REQUIREMENTS. Q.8 GENERAL CON .. � � L - I ,,, I .11 .. I i I � I I L .1 . TO SOILS REPORT FOR BUILDING PAD AREAS AT DILLARD'S LOADING DOCK SLAB � ��,, 1, I - i I I r_ I THE EXPOSED STEEL (INCLUDING BUT NOT LIMITED TO S AD (INCLUDING AN AREA TO 15'-O" OUTSIDE OF DOCK IN EACH DIRECTION), AT , � . 1� � - . I I . � SEALANT F. c_ TEEL TRUSSES, COLUMNS, I I , ,;, , , I L L 1. I Tc.) IN THE PUBLIC AREAS Or- THE MALL AND AT THE UPPER LEVEL MALL SLAB ON GRADE OCCURRING AT THE FOOD COURT AREA , 1, " � ! L I . I I I I . I AND HANDRAIL PICKETS, E . 11 , , . 'L , -11 I I I I L � I - P f A �RTITIOLN TYPE . I EXTERIOR ENTRANCES IS OF SPECIAL CONCERN TO THE OWNER AND ARCHITECT. AND THE' UPPER LEVEL EAST ENTRANCE AREA. � i I �, I - I IL I . I �.,l,;:�- . � 1. EF I EXTREME CARE SHOULD BE TAKEN IN THE FABRICATION AND ERECTION OF SUCH I I I i � ',!' 1� 1. L : . I . ! � I . . r � L � . STEEL TO INSURE A VERY HIGH QUALITY APPF RANCE THAT IS ACCEPTABLE TO U. 1 SIGNAGE STATING "DANGER - HIGH VOLTAGE LINES" SHALL BE PROVIDE AT TH' � i L,"�., t - . . . � � � . - EA C. _�, . L: '' ' . � I BOTH THE OWNER AND THE'ARCHITECT. REFER TO SPECIFICATIONS SECTION 05100 , FOUR HIGH VOLTAGE LINES SHOWN ON THE ELECTRICAL DOCUMENTS. SIGNAGE , .1 � � L I . I � TED (3" HIGH STENCILED LETTERS IN RED PAINT) AT 15'-O" O.C. ; 1� �:, �'l L "". �.' L_ I I . i ,--A _l\ . - . . . - .. FOR SPECIFIC REQUIREMENTS CONCERNING THE AESTHETIC QUALITY OF THE STEEL SHALL BE PAIN L -, , 1, ,,� - I . I . ! \,� . .. . , , . � r � - L I � - , - , I - . . . � TION, THE CONTRACTOR IS ADVISED THAT CONDUIT, WIRES, . DIRECTLY ONTO THE PIPING INSULATION. ALL FOUR CONDUITS SHALL HAVE THE 1, � �1, 'I', - . . I ! I 5KYLIGHT DESIGNATION . : _. . . .�,.' . STRUCTURE. IN ADDI I . ..- I I � . ... I I STUCCO ON LATH TRANSFORMERS, SPRINKLER LINES, ETC. SHALL NOT BE RUN EXPOSED UNLESS ABOVE DESCRIBED SIGNAGE. I - 1. I I . I i . .,.. .: - : .. i. � , 11 " � " - , " I NO MEANS OF CONCEALING SUCH ITEMS IS POSSIBLE. ANY SUCH EXPOSED SERVICE 9 I I I I I . ; . .L'! �-� I L L. I i . - ._--..-..'.-,-' - , �. . I � I I .It I � . I I i I I . I -1 . "I I ITEMS MUST RUN BEHIND OR ADJACENT TO STRUCTURAL MEMBERS IN ORDER TO U.2 SIGNAGE STATING "ABSOLUTELY NO STORAGE IS ALLOWED IN EXIT CORRIDORS'' " ",_ � ,� . " I I � L I . DIMINISH THEIR AESTHETIC IMPACT. FINAL APPROVAL OF THE AESTHETIC SHALL BE PROVIDED AT ALL EXIT PASSAGEWAYS SHOWN ON THESE DOCUMENTS. . __ I � L . T) �, I ' L "! _LL . I 001 A DOOR NUMBER I - QUALITY OF THE EXPOSED STRUCTURAL STEEL OR ANY EXPOSED SERVICE ITEMS IS SIGNAGE SHALL BE PAINTED (4" ,HIGH STENCILED LETTERS IN RED PAIN AT I—— I : I I ��L ,� _- I - . I I AT THE DISCRETION OF THE ARCHITECT AND THE OWNER. .30'-O" O.C. AT HEIGHT OF 4'-6'' A.F.F. SPACING OF SIGNAGE MAY BE 1, I - � L I I L � , , , '. . I , . � I � , i INCREASED IF APPROVED BY BUILDING OFFICIAL. . I I I I : . I � - � i L I I . TY OF THE SKYLIGHT SYSTEM AND -THE . L `,'�,:t� " �' .. i 1. . L I G. 1, THE STRUCTURAL DESIGN AND INTEGRI 14t _', - � 1. L. � � I I . I I I CURTAINWALL SYSTEM IS THE RESPONSIBILITY OF THE SKYLIGHT MANUFACTURER . . U.3 SIGNAGE STATING "THIS EXIT TO REMAIN UNLOCKED WHEN THIS BUILDING IS 1. I ; 11 1-11 - i � GLASS . I I 1 L . TRANCES (ONE - .1 , I_ � , �l I - . I , , //,/// AND CURTAINWALL MANUFACTURER, RESPECTIVELY. ALL DESIGN SHALL CONFORM TO OCCUPIED'' SHALL BE PROVIDED AT THE THREE MALL BUILDING EN _� !L 1, , - � . - I I � L, I L - E PLASTIC WITH LETTERS NO LESS THAN ',,,'% " I I � I -!TOILET ACCESSORY THE BUILDING CODES AND AGENCIES LISTED ON THE COVER SHEET. THIS SIGN PER ENTRANCE). THE SIGN SHALL BE. � 7 - �, e - __ I L L . I , , _1 I �� ! I I - - INCLUDES BOTH THE DESIGN OF THE ALUMINUM FRAMING SYSTEM AND THE GLAZING. 1" HIGH ON A CONTRASTING BACKGROUND. I �_�, "L' I 1 <7>) - I . , - , , , . I I i I I . - __ *� 1, 11 ; , I 1,� . . I i ENGINEERING CALCULATIONS AND SHOP DRAWINGS MUST BE STAMPED BY AN _� �l ., �.� � - - I I I �l : I ENGINEER REGISTERED IN TH. E STATE OF FLORIDA, INDICATING THE ADEQUACY OF U.4 THE SECURITY ROOM DOOR AND THE EXIT PASSAGEWAY DOOR TO THE EXTERIOR MJUS�T r�%lll IL - I � L � lrl� �: - 1�, . I ! . L THE ALUMINUM FRAMING SYSTEM DESIGN AND THE GLAZING SYSTEM DESIGN, AND HAVE 3" HIGH RED LETTERS STATING "FIRE PANEL''. THE PASSAGEWAY DOOR MUST I I I E_ - L I 1 IL - � I I I i :,� ; I I I � r_ . , - 11 � .. L I I I SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF' RECORD FOR THEIR HAVE THIS SIGNAGE ON THE EXTERIOR OF THE DOOR. ALL SPRINKLER ROOMS MUST BE A I .1 ,:, . .� I I I I - i . r-M��. MARBLE AND CERAMIC TILE APPROVAL. >- E LABELED WITH "FIRE SPRINKLER ROOM". ALL OTHER ROOMS MUST ALSO USE 3" HIGH � . , -, - . . I -, L'� I I . - . I _:.��%� .. ... . I I . _ I . . . I : 1::�i�"�t��t"-.ill..'.,.."�.."..*,.'I (IN PLAN) I RFD LETTERS DENOTING THE FUNCTION OF THE ROOMS SIGNAGF IS ALSO REQUIRED . I :,�� - ,%� 1 . . - � L � '�L 1'� - I � I I . 'I, W�IiCH INDICATES LOCATIONS OF THE FIRE EXTINGUISHERS FROM THE MALL. USE OF "�. I �l . . L I I - I I I G. 2 THE SKYLIGHT AND CURTAINWALL MANUFACTURERS AND INSTALLERS SHALL PROVIDE . - I L - . I � . ; � - �� . . I AND INSTALL ALL CONNECTIONS OF THE SKYLIGHT AND CURTAINWALL TO THE 3" HIGH RED LETIERS WILL BE REQUIRED. I �� -��.. '' I . - � - � ________lll _�,L L I L I . I I A2 . REVISION DELTA I L STRUCTURAL STEEL, AND SPECIAL CARE SHOULD BE TAKEN WHEN DETERMINING - , �1. �, � � L I I - I � L . I - "�L � 1, ,,-. � : ;___, - I � ,. L CONNECTION DETAILS TO THE EXPOSED STRUCTURAL STEEL WITHIN THE MALL V. ALL ROSETTES SHALL BE CONSTRUCTED OF G.F.R.C. ARCHITECT WILL PROVIDE . - �. :�� -1 , TIVE CONNECTION I _NSIONS OF DIFFERENT SIZES OF ROSETTES AT A LATER DATE. ROSETTES I . 11 � . , � - . I I - . I CONCOURSE, COURTS, OR ENTRANCES. A CLEAN AND ATTRAC DIME � I , I , � I I I . I F ALL DETAILS AF THE �L � ''L _'' , Z I I � I I DETAIL MUST BE ATTAINED, WITH FINAL APPROVAL 0 1 SHALL BE PROVIDED IN LOCATIONS SHOWN ON THESE DOCUMENTS (AT SITE � '.1 �. , ::. - , . . . - . I � - SHEET Al 1.1; AT EXTERIOR ENTRANCES - SHEET A7.1 THRU A7.3; �,, L , �' L" . I . I DISCRETION OF THE ARCHITECT AND OWNER. GRAPHICS : , ,� L% , . . . I I I L I � I L 1 2 X 4 FLOURESCENT LIGHT FIXTURE A I � " - � . L . I - I L L AT NEUTRAL PIERS - SHEET A4.7; AT PASSENGER ELEVATOR - SHEET A8.6; AND z, �11� I , % ., : , �""i A%L � k . � . 11 . L L i I . � "' ,� I I � -1 . L i - I - I I I - H. 1 ACCESS PANELS (2' X 2') SHALL BE PROVIDED IN ALL GYPSUM BOARD PARTITIONS AT PLANTER - SHEET A3.9). I : . t .% -1 1� :if, L I I � . - L -S, HVAC t. " . � L . . L I I r 9 . I OR CEILINGS WHERE ELECTRICAL TRANSFORMERS, J-BOXES, PLUMBING VALVc- I�IS �, �"� tL 99'. ,- I L - I . . 1 9 VAV BOXES, P779=s, MU I ONIZLD DAMPERS, VOLUME UAMPER7, T7E DAMHERS, W. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS OR THROUGH THE UPPER 1 9 L_ ,:1121 1 . I - To� I , . - I L 11 � 9 L I I � 9 1 I . i I / TEIVNT ITARY SEWER OR GREASE LINE TAPS AND HEAT DETECTORS AT THE TOP LEVEL FLOOR SLAB SHALL BE INSTALLED ACCORDING TO Ul. STANDARDS FOR ONE 1 9 1 : , . �3 FOR � L " I - 9 1 . 9 i Rusuffamm I I gooffammum I I asmmwm MATCH LINE I I �Ty HOUR FIRE RATED CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS .: �L; "_ , , �' L� 'I �� . - I . � I I I I ALL MATERIALS (SUCH AS DUCTWORK,, PIPING, CONDUIT, ETC.) PENETRATING THE . � - , I I . . I . I � P A � . - , , - '91 1 9 � _� - � - ` �. __ I I � �� I - . 9 . 2 X 2 FLOURESCENT LIGHT FIXTURE N OF /-\RTITIONS 9 AND THE UPPER LEVEL FLOOR SLAB. ..'' '' IL' % I I � I , I i I I , 9 t � t �,� � ' � "L ' . - __ I I , , I � � " 1, . I . I �� I � !__ L: - I COORDINATE THESE ACCESS PANELS WITH THE CONTRACTOR AT A LATER DATE SO AS X. FOR OWNER'S PROPOSED CONSTRUCTION STAGING AREA PLAN, REFER TO THE L .,I - L 'L I - -1 I I TO MINIMIZE THE IMPACT ON AESTHETIC DESIGN OF THE PROJECT. ACCESS "CONSTRUCTION STAGING AND ACCESS ROUTE PLAN", SHEETS I AND 2 LOCATED AT � .11 I r - � . . ; � I � 9 ;I � L tr, I . I I . % -THE BACK OF THE BID SET. ,� I , . � 9 1 1 L � � . I PANELS LOCATED IN FIRE RATED PARTITIONS SHALL HAVE THE SAME FIRE RATING I . L . .1 I % i � . . I I � , I i, - � . I � I I � � 1, I - - I �1. 9 1 . - I I i 9 I L (U.L. LISTED) AS THE PARTITION OR CEILING IN WHICH THEY ARE HOUSED. . I I I '' I � 9 1 � I I 1 9 -1 I . . Y. FINISHED FLOOR ELEVATION SHOWN ON THESE DOCUMENTS IS TO TOP OF FINISHED; � I I . :, � . t , L� , �l �, 1, 9 . � I i I - I . I I . 9 'L , j . , I I 9 . I I— I L I I � . � I I L i H.2 THE CONTRACTOR SHALL PROVIDE A MARKED -UP PLAN TO THE ARCHITECT AND FLOOR SURFACE (PORCELAIN FLOOR TILE AT MALL CONCOURSE) AND CONCRETE L. , . I � Ll.� I . 1 7 1 .L L � I . . __ i . I OWNER SHOWING ALL AREAS REQ.UIRING ACCESS AS INDICATED IN ITEM H.I. FLOOR SLAB IS SHOWN TO BE HELD DOWN 1/2" FROM FINISHED FLOOR ELEVATION. ,; ' ' - 1� L, v ,�� 9 % 9 . . I 1 .6- - - - ENT 0 n I �. , ' 9L_ � . � - LIMIT OF DEPARTME STOREL 9 HID & INCANDESCENT LIGHT FIXTURES I - REFER TO WALL � � ,, . I I AT BOTH THE LOWER LEVEL AND UPPER LEVEL FLOOR SLABS F :",4�N , d - 9 � , , I I - I - . . ! L . - L . I , 11 ,_�,�. . . � ... i . H.3 ONE 2' X 2' ACCESS PANEL (ONE -HOUR FIRE RATED) SHALL BE PROVIDED IN SECTIONS FOR CLARIFICATION. � 9 �l _� � 9 . . 9 ; 9�, _" l' `� L 9 L' j I . I i .1 I CEILING OR PARTITION ADJACENT TO FIRE DAMPERS LOCATED WITHIN THE MAIN _' L � � � i I L]�,� t��, i . . . . - I . 9 1 � HVAC SHAFT. A TOTAL OF ELEVEN ACCESS PANELS ARE REQUIRED, AND PANELS . Z. PROVIDE MOP RACK AT ALL JANITOR'S CLOSETS - SEE TYPICAL JANITOR CLOSET , . I . i L I L � . I I I I L ,� ;_ �, - , , L I I I I i, I . . WILL BE LOCATED BY ARCHITECT AT A LATER DATE. LAYOUT AT A8.2/18. . � 1pi - I . I - � I . I I- - - � I I � � . I IN �, I �:i �'q" .L ... . ,� . I . I . L' I I I 1 9 ,� 1� I I . � . .1 9. � I I L . . 1: � . . � L L I . , I I L . . - 9 9 11 L . I J. ALL COLUMNS LOCATED WITHIN TENANT SPACES SHALL BE FURRED WITH METAL AA. GENERAL CONTRACTOR SHALL REVIEW THE LIGHTING DOCUMENTS THOROUGHLY, AND , � .1 I . . L . . - . " : 19 , ; . - . L I - '. I . 9 1 � L'� � �, , . . I � I I I � 1, F7 1 L STUDS FROM THE SLABTO THE DECK UNLESS NOTED OTHERWISE TO ALLOW FOR PROVIDE AND INSTALL ALL MOUNTING BRACKETS, MOUNTING BRACKET ARMS, CANOPY i ,'�' �. � , . % � , L I I I � - I . L . - HVAC SUPPLY TC. AS SHOWN ON THE . 1: 9 �l L' i - I � . 11 I I .1 I � L 1, . I � L 1 9 L 9 1 v\j I FUTURE TENANT INSTALLATION OF GYPSUM BOARD. . PLATES, METAL BOWLS, ACRYLIC, PIPE ARMS, BLOCKING, E 1, I � � � , I I � 9 1 . . . � . �, I .. . * - - . DATUM LINE , . 1 9 1 LIGHTING DOCUMENTS. I .1 �� L �q � , . �, � ", � L % ' L I I � 9 . 1 9 - 9 ! 9 9 1 L . I . . I % � , I -----:- I ; ,. . I _. - . 11 � i . � � . I - , . - , � 9 1 1 - , r 11 I � .1 . , . 9 , I � - I % I I ! 9 1 . . -EXCLUDED 'ROM THE SCOPE OF THE CONTRACT. I , tA . -, c, , I I . 6. I 9 1 1 . � I 1 9 � . . I . . L 9 : 1� " . I I � � 9 . I � BB. EXTERIOR IRRIGATION IS . E. r � :,o'q I � L �: . !�� " ; I I . . L I I � . , I I . L � � 4 L � � �- ,� t 9 . 9 L' , % 1 9 � I I L ! 9 c_ �,_ � I ; I I � L L CC. THE SIGNAGE PACKAGE INCLUDED IN THIS CONTRACT INCLUDES TH' PLUMBING, , �L I �a, I L. L I L �, � . I -1 -1 I I I I I : I - E_ , 1. j . ll . 9 9 1 . I I . I r_ . I � I . 9 . I I i ELECTRICAL, FOUNDATION, STRUCTURE AND VENEER AS REFERENCED ON SHEET � I , C :, ' , � "I L I I � � 11 I I 1 9 . 9 . . TERS, ' . I 1 9 . . I I I � L I , , - . . � .1 1 9 1 1 . L . i 9 � r A11.1 AND OTHER RELATED DOCUMENTS. THIS CONTRACT EXCLUDES ALL LET :t, L j � L � . 1 9 . HVAC RETURN , , �., �, � . I I . % L I 1, IL I . . . z . I AD LOGOS, AND OTHER APPLIED GRAPHICS AND THEIR RELATED STRUCTURE AND L I . , , � I L L �. . � I 11 � . - ' ' I ' I � ., L l' L 9 , I . � 9 1 . 1 9 1 9 L I I I . 1 9 . I % I � 1 9 . . . I I L ELECTRICAL CONNECTIONS. .1 . , , _ 9 � � % - I . ROOF ELEVATION I - . I . . 9 1 . , I , 1 9 . L L I I ' --7- � RS,I - '313 ' EX 5z: Z) __ _"' THE IALL � P' T' 7 I C TIC N PHASE) S F L & A = S '//// I pI ,� �_,_Z__�� In- �"�� F(, --��,�-_- >< wo) Q 7 =ENERA RA * G L Co 'IT CT' 0 N THES E D 0 C U ME N Q . 8 GENERAL Co NTRACT� To Sol LS RE Po RT F C DOC K S B I NCLU DING AN AREA ION)i AT t P P L V L L L , T Z�� ( ER E E MA , R AREA j T � U P P L� ��*_ AND HE. ER EV _ _ I � - IA B E , E , 17ED DA I '� O ME A H "�' ' "' L DAM H"' ' � R� N ' RS AT THE T' �3� 0 � � - 1\1 HA MANY - - P E � V OX 5 PTB BOX 5 MOTOR� M E V LU U M L CT SS AN � LS �� 'TARY S � WER OR GR AS E L' NE TAP A D H EAT DETE ' A E EVA OR AFT I N A A A D � T Z&� H �� S� �� S U I - - L OF LL L T ' H CSE ITEMS ARE NOT IN DICATED 0 N THE- E DOCUM ENTS . BUT ACCE HAI L BE PROVI DED AS THOUGH THEY HA E BEEN SHOWN THROUGH UT (B RDE S V E 0 DffRMINING QUANTITY IS ON THE CONTRACTO R) . TH E ARCH ITECT SHALL - CC - TH I E' L' &A 1 Lo' ELI I 00!_01, - Q� - o' DD . DE � 'o , �� I �l �� " ,r-, . _ �_��,.l It I . I (BOTTOM OF DECK) . -, - __. \ �' - ; L I - . I . I I I � I I L r I I I . DD. DECORATIVE WOOD LOUVERS WITH FIBERGLAS FRIEZES MUST HAVE A CLASS A L j - . I I � I I L . � � I - I I I I . I . 9 . L r_ . 9 1, . ' '�- � , � � , , I L I i L . . �:: . �;' L �l . L � . . I I I RATING. ' 9 9 � I I L I . I . -, � L � .t L ." : , . , . I *1 I I . I r I - f . . I I � . I - I I I . L I �, 11 ' . ; L L . . . 'L . 9 1 L I . I 1. - % -ir . - . I I I 1 9 9 - I., 1 9 . I � , � -1 L' 1- I I . 9 L ALL GLAZING SHALL HAVE A SHADING COEFFICIENT OF .72 UNLESS NOTED , I � -, I I � I I I . ' t IL ' I - 9 1 I I I I . I I � � _ �,_ , - I OTHERWISE. .11 I I I ,_ ., - I L � . EXHAUST FAN . q I o I -1 - , i I . I I . . c- 9 , � I I I I - I 1 9 1 9 . I � . . I - I L I I L' , �l - - I I . I I 1 9 . ,� I ' ' . I I . � � I � 1. :L 'r � - 11 I % I . L I E 9 t, _ CL I . - I I � i I - ____ --.-- . _AA . k X A A K I , . , , , , -, � , � , 1 , , �, i . __ , � , ,� . e� 'I - � , , I I , " - F 6 ��' 11 I k 1. . I ! ,, ,� ,:,, T w, - , : ,,, � _; �, , ,,,, , , - - _,� i�l I It, ,'I .11 ; f - . � -�,� �, , " '. ., , � � " " �,� , �, � �- , - , �� ., t , � . , I I � � 7 - �� , . I , � " . , � - �l .C�- .. , . . . � ., � , , - �, � � ; - � , - , �___ , - _ __ - _� I - � - , ,:;t, I , � ,.- � -� I � W 1,_,", � , . � "'� _ - I " � �f �, _j, �,_ , , --- �'-� � -1" ,!�- ', , , � . 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I �l .1 �l 7 �t I I I . � 1 . I I I . � � - ��'.' _1 : - � I I I � I � - .1 -1, 1, �, .I li I _� .. ._.� - I I . "', � 4 � . I I . I I I 11 . : , ''. ;& 2/1 OZ94 I 1. '.I . 1. �l � - I%- I I : __ . I � . I I 4 .! :. I I I - - - I ; , - I I I � I � I - � _11'. I ', I- - - - 1 . . - I q�;? - , - ,� I . I �� I I . I .11 . , - __ __ -, - �___, '' Ilk 11,11 I I . I _ - ! � . � I 11 I I �l 'I', I �: ._,� , t. . � I I .1. - 1. � ��'. 1. % z __- .1 ..,.�� Al 2/24/94 . , I I � 11 i I � . I I I 11 . � -, . � .� . . � I 11 I I � 11 I � I I I 1. I I I � ,� I . I I . � .1 I . . I � . .1 �11: 11 I I � . . � 1, I _ , : -, I � � ., , , 't " J . I I , I I . � - ' . � � � I � . � . I I . I , . ,1. � - I � I , . �. I . , . .1 I ' . . I I I � � I I ,.. � I � �, 1� " I � . I . ,e , I � A\ 3/21 /94 1 , I . - I I � . I . . I " t, I I � e 1, I I . I � I 11 - . - . , I . I _ . I I I � I I I I- � I IL. __jl I � I I � � I I �. I I I I , I . I I I � I � i - . I '! lr�ll I - I I I I � � .1 % I I . I I'', , - I I I I I I � I - . � I I F 11 N � S 19 qu , Ty rn E S �. I I . I - I . � . - I I � I . . 1. I I � . - . s i . ., � �; I I , � __ I . . . -.----- - . - I . . - - � � . I I I I - ''I 11 � I I � ,, -1 I 11-1 - � 1. EXTERIOR CONCRETE PAVING / SIDWALKS I - I I I I - I 1, I - APOSED M ETAL - , , , : I 1 12. UNDERSIDE OF EX DECK. I I . . � . ,, � � CONCRETE' PAVING W/ BROOM FINISH. � I ' I I . I I I I I I I , I I . � - � I 11 I - 8- I I ,�@A --- � EXTERIOR:, PAINTED SEM'I-GLOSS ENAMEL TO,MATCH , 1. � I --- 1, .. - , I It I I I I I #SW 1039 "ZURICH: WHITE", BY SHERWIN WILLIAMS. ,, � � - � . . - i I I _1 I I . � I I ., - I 1 � I I I I I I - ': -1, 11, I � . I . . - �.1- � 018 - CONCRETE SIDEWALKS W/ BROOM FINISH . , I I I ,� � ., � � , I . A � aB) - INTERIOR: PAINTED .SEMI -GLOSS ENAMEL -TO MATCH , - I � � I I AND TOOLED JOINTS. I . I " 11 .1 I . 7 .� , ,.If � I I #SW 1039 "ZURICH WHITE", BY SHERWIN IWILLIAM.S. , . I � . �, p ,,, - I .. . . � I . � I � .- I, 2. INTERIOR CONCRETE FLOOR SLAB I I " I I I - - � I I "I � � I I I , � r I 11 . I - 13. STANDING SEAM METAL ROOF/METAL PANELS I I I . I I - ,�. ''I � �l . 20A - SEALED CONCRETE. I I ' ' I I .� � ., . I � I I I _. � . . � I I : I � � I � 1. . I 1, 1: �� :1 I I I I I � I � I . � I , I . � I . 1 - . , � . I O�A - STANDING SEAM METAL'�ROOF � � . . � I I I - � � - I "I , I � I I .1 I � - I I . � . I I EXTERIOR AND INTERIOR (PASSENGER ELEVATOR): � . I I I .. . � I . .�. _. � ''e - � � 3. PORCELAIN TILE FLOORING AND BASE � STANDING SEAM METAL ROOF "AEGEAN _COPPER" j I . � - I 1 � i - I 11 I ,� I I I I - I 11 � .I. -I � . . I . I I . . I � I BY AEP-SPAN. - I I I "I 1, I I � - . C3A ) - FIELD F50RCELAIN TILE NO. A2 q I "PEPPER QUARTZ", 8"X8" . , , I . � 11 . ,� I 1* I I . , . 1. . I . I., .�', � I ''I I � I � � �- I I � I NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY CROSSVILLE. - METAL PANELS 0, BACK Or' PARAPET WALLS: - � , . �: t_� � 0 - I I I I- '.�. . _' r � ; I . eB I I . I I GALVANIZED STEEL WITH KYNAR 500 FINISH 1 � . I I I I . 1j. � I 1�. "I'll ll�; � I � - � I � . , 6 - ACCENT PORCELAIN TILE NO. B120 "PEACH FRESCO", 8"X8" TO MATCH #SW �,1039 ''ZURICH WHITE"_ . . , - I � � . . 1 I � I I �. . r . 1. � � 1 : /-�� )B NOMINAL SIZE U.N.O., UN � POLISHED FINISH, BY CROSSVILLE. BY SHERWIN WILLIAMS. r, I I 11 - I I t " I I . . � � , I., ,� "! I I -1 I I I I . . . I I �. � . I � �l � , llc� I ! . . I � . I I . . I I 11 ,� ��.l "" . � I . - , I I I I : � I I I . � � I I I . I I r ACCENT PORCELAIN TILE NO, A A I 0 "GREENBRIAR", 8"X8' _'_' 1 14. EXPOSED DECORATIVE 'STEEL STRUCTURE PAINTED - � : � I , I I I . � � I I - I I . . � I . .7 1 11 I I � I - .1 I . � I I I . I I 1. � �Dc - NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY CROSSVILLE.� � I I - ' � . I % , "", ,t ' i I - - - I I - . EXTERIOR: ,ELECTROSTATICALLY -APPLIED TNEMEC SEMI GLOSS ' .� . .�, I . t. 1, � i . . � - E �D - ACCENT STRIPE PORCELAIN TILE NO. A410 "GREENBRIAR", 2"X8" I s ENAMEL PAINT TO MATCH #SW 1039 "ZURICH WHITE". .' I . I I'll . I 0 � I .11 � I .1 I I NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY CROSSVILLE. BY SHERWIN WILLIAMS. , . I I . � I � . � , , . , , '', - - � I , �. � , . � - I � I � . I , , � I � . , � . I .: I �! . . I I I I . I " I . � � I I I I I - � � . . , I It, I ,� I 30E - ACCENT PORCELAIN TILE NO. A245 "CARRIBEAN SPRAY", 8"X8" 140B - INTERIOR: . ELECTROSTATICALLY APPLIED TNEMEC SEMI -GLOSS.', , I . I k-1 __1 I - I 1, - I'll ., � , :� NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY CROSSVILLE. I ENAMEL PAINT TO MATCH #SW.1039 ,"ZURICH WHITE-". � 11 � � I I � I .-oopp`. ,, c -) - . I � I - I BY SHERWIN'WILLIAMS. � I . . I - 1� ,� 11 �__ � 1� I � I I �l . a I I 11 .- . I I ---( � � I . � , . ACCENT STRIPE PORCELAIN TILE NO. A245 "CARRIBEAN SPRAY", 2"X8" � . I "I . . , � �'. -A_ - t 1. "-, � I : � (D - NOMINAL SIZE U,N.O., UNPOLISHED FINISH, BY CROSSVILLE. ,.,, - EXTERIOR LIGHT, CANOPY: . , ELECTROSTATICALLY APPLIED TNEMEC' ,' If -1 �j I , I , I .11 � I � , � e SEMI -GLOSS ENAMEL PAINT TO MATCH. #SW 1733 � , � . - F;3_4 . � 1 3C - STAIR/RAMP PORCELAIN TILE NO. A291 ''PEPPER QUARTZ", 8"X8" � � ( "SURFSIDE" . ,BY SHERWIN WILLIAMS . _� I I I I I , I _E_ I . 1 4 .1 I. � I � I . � I I - j , � . I NOMINAL SIZE U.N.O., UNPOLISHED CROSS TREAD FINISH, � � N I � �l 0 --- I I I S A .. . - � C-) � BY CROSSVILLE. � 1 15, HOLLOW METAL DOOR AND FRAMES , I , " I I . I i I I ': I . -A , , i , I . I I . � STAIR TREAD PORCELAIN TILE NO. A291 "PEPPER QUARTZ", 4"X8" I . @� - EXTERIOR: PAINTED TO ,MATCH,#SW 1641. "WHITE ORGANDY", . . � 1!4 I � ��) -1 NOMINAL SIZE, BULLNOSE STAIR TREAD, UNPOLISHED FINISH, BY SHERWIN WILLIAMS., .. ; � I . . 1. I 1 '�3 1� � - BY CROSSVILLE. __ - __ I 50B - INTERIOR: PAINTE :lD TO MATCH #SW 1001 "SILVERPLATEr", . I I I I , "Ill I ;_;- 11 - 3J - STAIR/RAMP PORCELAIN TILE NO. A245 "CARRIBEAN SPRAY", 8"X8" BY SHERWIN WILLIAMS. . I I _____ - . C) I � NOMINAL SIZE U.N.O., UNPOLISHED CROSS TREAD FINISH, I ' I Z;� ! ��, 11 . E BY CROSSVILLE. 16. WOOD DOORS AND HOLLOW METAL,FRAMES I.. I I -1 C/) - �l I � i I , I ? � , I ��__ I I 0 - STAIR TREAD PORCELAIN TILE NO-A245 "CARRIBEAN SPRAY", 4"X8" S__ WOOD DOORS: BIRCH STAINED #202 WHITE BY MOHAWK I . r "� ; : NOMINAL SIZE, BULLNOSE STAIR TREAD, UNPOLISHED FINISH, FINISHING PRODUCTS, AND HOLLOW METAL FRAMES PAINTED - I i - � I �� I . 'PEACH SORBET", BY SHERWIN WILLIAMS ,�;:4 I � BY CROSSVILLE. .- , I #SW(,13-32 ' E. . I I ::;�� , . � . _�_ i E I 4. - ORCELAIN TILE FLOORING AT TOILETS AND JANITOR'S CLOSETS 17. CERAMIC ANCYO-M' �ELAIN I �/ALL T�ILEEUTRAL �FR TIL-1- A� c/00) i ' ' __(� , , I i I . MEN'S AND JANITOR'S CLOSETS: PORCELAIN TILE #DK-314 C1_1 A� - MEN'S AND JANITOR'S CLOSETS: GLAZED CERAMIC TILE � 11 � i s - "METALLIC'', 2"X2" NOMINAL SIZE BY DAL -TILE. - #K- 1 1 1 - ''BLACK", 4 1/4" X 4 1/4", BY DAL -TILE. - _� i I i I . i WOMEN'S: PORCELAIN TILE #DK-399 "SAPPHIRE", WOMEN'S: GLAZED CERAMIC TILE #D-69 "DENIM'', � I I . � � . (�) - �3 - i 2"X2" NOMINAL SIZE BY DAL -TILE. 4 1/4" X 4 1/4", 'BY DAL -TILE. � i . ! , � i ' * '' E 11 " I I i FAMILY ROOM: PORCELAIN TILE NO A291 "PEPPER QUARTZ", 8"X8 1 70C - FIELD PORCELAIN TILE NO. A291 "PEPPER QUARTZ", 8"v8 I qD - NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY CROSSVILLE. NOMINAL SIZE U.N.O., POLISHED FINISH, ,BY ,CROSSVILLE. i � I 11 5. CARPET AT MANAGEMENT OFFICES ACCENT PORCELAIN TILE NO. B120 "PEACH FRESCO", 8"X8" I I I �� I I ! I c� - NOMINAL SIZE U.N.O., POLISHED FINISH, BY.CROSSVILLE. I � � 50A - CARPET CTH/A 23 SERPENTINE - HARMONY GROUP . � BY MOHAWK. � 1 70E - ACCENT PORCELAIN TILE ,NO. Bl 30 ''TERRA COTTA", 8"X8" . 11 . I . � I . I NOMINAL SIZE U.N.O., POLISHED FINISH, BY CROSSVILLE. I � . 1 6. VINYL COMPOSITION TILE/ RUBBER BASE' '18. GYPSUM BOARD ' . . - I I . I 06A - VCT #51899 ''COOL WHITE'', IMPERIAL TEXTURE, � . E I I 1_9"Xl2"Xl/8", STANDARD EXCELON BY ARMSTRONG. @A) - PAINT�D TO MATCH #SW 1655 "IVORY COAST", BY - � __ - .,::;-- � I SHERWIN WILLIAMS. I i , . 1��_ & - RUBBER BASE #642P "CHARCOAL'', BY BURKE. I PAINTED TO MATCH #SW 1039 "ZURICH WHITE' , I I I I - - I . Ni �3 - SHERWIN WILLIAMS. - - V-% � I , .. .. I � - . 7. VESTIBULE MATS - . I 'A - . I " I . � I I 80C - PAINTED TO MATCH ff43-13122 Ds,�BATCH #R53230, /A\, I -1 - - I " ' I I OA - VESTIBULE MATS: PEDIGRID MODEL 120OV, FLEXIBLE VINYL BY ZOLATONE. � I I I - .- � I " I I TREAD INSERT, MEDIUM GRAY, BY CONSTRUCTION SPECIALTIES. �DD - PAINTED TO MATCH #SW 1332 "PEACH SORBET", BY - " � . . - __. i . I � 1 8. EXTERIOR PLASTER FINISH SYSTEM (ONE COAT STUCCO) BASE BID: SHERWIN WILLIAMS. I I . I I I � i. . I AE , - (FINISH TO MATCH ARCHITECT'S SAMPLE ) . 19. VINYL WALL COVERINGS . I � - - _-, � I . . . I I I I . I � I I I AD (E� - ONE COAT STUCCO WITH STOSILCO FLEX COATING, CUSTOM I ' . I I � � � L COLOR TO MATCH #SW 1641 "WHITE ORGANDY", BY SHERWIN TALARA TYPE 1, #44053 "SAND BAR", I � . WILLIAMS. s - DY TOWER WALLCOVERINGS. I � . I I . � -"*,) � i I 08 - ONE COAT STUCCO WITH STOSILCO FLEX COATING, CUSTOM , 3 - DIAGONAL TWILL TYPE 11, #45446 -"GRIEGE", I I � � I I �'W 1820 '.'PEACHY'', BY SHERWIN WILLIAMS . BY TOWER WALL COVERINGS. . I I COLOR TO MATCH #S I - - TERIOR PLASTER FINISH SYSTEM (THREE COAT STUCCO) ALTERNATE N I 1 I 4- � EX . 0. 2A- � 20. COUNTERTOPS I I I Q z 0 , (FINISH TO MATCH ARCHITECT'S SAMPLE ) I MENS: SOLID SURFACING MATERIAL, CORIAN . 0 < X . . I OA - 3/4" PLASTER WITH TNEMEC COATING OR EQUAL TO MATCH I',/ �B - "MOUNT BLANC" BY DUPONT. � I I F_ 4) . SW 1641 "WHITE ORGANDY'', BY SHERWIN WILLIAMS. . . 4- _j j- I B - WOMENS: SOLID SURFACING MATERIAL, CORIAN I � I *_ . ��) - 3/4" PLASTER WITH TNEMEC COATING OR EQUAL TO MATCH . f4 "DUSTY ROSE'', BY DUPONT. I I 11 . I _c D � : #SW 1820 ''PEACHY" BY SHERWIN WILLIAMS 20C - - FAMILY ROOM: SOLID SURFACING MATERIAL, CORAN . I � (f) I I I . 9. ALUMINUM ANU ULA�)�;, LNINANULb / �DIUNL�NUNI ec "SIERRA PINK CORAL", BY DUPONT. I 0 Z � I � (MALL ENTRANCES/ RESTAURANT ENTRANCES) I I � I L 0 � � I I MENS (PLASTIC LAMINATE AT DIAGONAL BRACING): . i - � CURTAINWALL AND ENTRANCES: �R - LIMESTbNE #SG208 SUErDE, BY PIONITE. � < o - ,: . I I . s - � I - I . I EQUAL TO PERMANODIC ANODIZED - WOMENS AND FAMILY ROOM �PLASTIC LAMINATE AT DIAGONAL, I I � I ALUMINUM: ALUMINUM NO. 18 CHAMPAGNE BY & , BRACING): EGGSHELL WHITE #SW803 SUEDE, BY P110NITE. ^ z 11 KAWNEFR. . � TIC � Y) i . % ,020F - MANAGEMENT OFFICE COUNTERTOPS AND SPLASH: PLAs () GLASS: 1'' INSULATED GLASS EQUAL TO 1/4" LAMINATE "SEASIDE MAPLE'' #WM861 SUEDE, BY PIONITE. W - � I BLUE-GREEN FLOAT OUTER LITE, 1/2'' 1 ALL OTHER SURFACES OF CABINETS TO BE PAINTED -TO I U� i A MATCH #SW 1620 "PEACHY", BY SHERWIN WILLIAMS. I I > III � - ' ' , , LITE By L F. PROVIDE INTEGRAL MUNTINS WHERE SHOWN ON DRAWINGS. PROVIDE MAINTENANCE' COUNTERTOPS AND SPLASH: PLASTIC LAMINATE 0 0 1 1" INSULATED CLASS W/ TWO 5/16" �g - "GRAY MATRIX CHROMATIX" #AG111 SUEDE, BY PIONITE. ALL I IL- . I - OTHER SURFACES OF CABINETS TO BE PAINTED TO MATCH LITES OF SAFETY GLASS AND 3/8' __ sw 1001 "'SILVERPLATE", . BY SHERWIN 11 I IAIAC' - � AIR -SPACE WHERE SHOWN ON DRAWINGS; 4r"*,�, 11 � I r 0 .ry , -� OUTER LITE TO BE TWO 1/8" SHEETS I I I OF BLUE-GREEN AND INNER LITE TO BE 90H - CUSTOMER SERVICE BOOTH (INFORMATION DESK) SURFACES . Ld - .1 BE TWO 1/8" SHEETS OF CLEAR. I FzL SHALL BE PLASTIC LAMINATE "SEASIDE MAPLE", #WM861 to 7 0 � I , . I SUEDE, BY PIONITE.� � . a I . � I . GLASS AT DOORS: EQUAL TO -5/16" BLUE-GREEN SAFETY 21. 1 IRROR " . I I I z - GLASS BY LOF. . �A E < �� I I STOREFRONT AND ENTRANCES (MANAGEMENT OFFICE/MISC.): 1 2 01A - CLEAR PLATE GLASS MIRROR WITH STAINLESS STEEL TRIM. . . I 11 I _j 'a & - I . I �: 0- 0 I ALUMINUM: EQUAL TO PERMANODIC ANODIZED 22. TOILET COMPARTMENT DOORS, . I - . I I ALUMINUM NO. 18 CHAMPAGNE BY 202 A - #4 BRUSHED STAINLESS STEEL. . . . � I KAWNEER. � .1 I I . I - - ! GLASS: I EQUAL TO 5/16" CLEAR SAFETY GLASS. 23. NEUTRAL PIERSlAT STOREFRONT TYPES ''A","B" & "C" I I I � . I I I ! I I � I . I '_� . - . . I EQUAL TO 5/16" CLEAR SAFETY GLASS. \2 3A - G.F.R.C. - TEXTURE TO MATCH SAMPLE IN ARCHITECT'S . ! � GLASS AT DOORS: I �`_ OFFICE, COLOR TO MATCH #SW 1655, "IVORY COAST" 11, I ��: � I � I I i CLERESTORIES: By SHERWIN IAMS (COLOR IS INTEGRAL TO GFW.) � I . � I E 1. 0 - � 24. HANDRAILS/ GUARDRAILS ' I A 1� �l �- I ALUMINUM: I EQUAL TO PERMANODIC ANODIZED ,A,_A,A� I I I ALUMINUM NO. 18 CHAMPAGNE BY . 1, . KAWNEER. 1 204 A - GUARDRAIL: STEEL PICKETS SHALL BE ELECTROS ICAL A L 1. j . I TNEMEC SEMI -GLOSS ENAMEL PAINT TO MATCH #SW 1039 "ZURICH WHITE" �l I I I . . I GLASS: EQUAL TO 1/4" BLUE-GREEN FLOAT . BY SHERWIN WILLIAMS; RAILING TO BE #4 BRUSHED I I I I 11 I I CLASS BY LOF. . STAINLESS STEEL. I � I ,,, I �A I . I � - HANDRAILS AT RAMPS AND STAIRS IN MALL COMMONS - I . � � OD - ELEPHANT DOORS: �3 - I � � I AREA: #8 POLISHED STAINLESS STEEL. I I i ALUMINUM: EQUAL TO PERMANODIC ANODIZED I - . � I . � . ALUMINUM NO. 18 CHAMPAGNE BY . . HANDRAILS AT RAMPS AND STAIRS IN EXIT PASSAGEWAYS, I I KAWNEER.- . . oc - STAIR TOWERS AND MAINTENANCE AREAS: PAIN I TED TO � I I . . MATCH #SW 1001 "SILVER PLATE", BY SHERWIN WILLIAMS. I I . . � . I I i I CLASS: T SAFETY GLASS; . . . I I � li � E-N FLOAT (BY LOF) I - � I 1 1/8" BLUE GR E � . . I f-v I I EACH FACE, WITH .030 OPAQUE WHITE . I I � - : INTERLI\YER. 125A -, EXTERIOR: ALUMINUM LOUVERS WITH KYNAR 500 FINISH TO I MATCH #SW 1748 ''SURFER SAIL", BY SHERWIN WILLIAMS. Li � I 1 0. SKYLIGHTS . CAST FIBERGLASS ACCENT ELEMENT SHALL BE PAINTED � I I � I � - TO MATCH #SW 1748 "SURFER SAIL", BY SHERWIN � I 4 AE � � � � �___ � OOA - TRANSLUCENT INSULATING INTERLOCKING GLAZING . WILLIAMS. . I it I � SYSTEM, COLOR TO BE CLEAR WITH LIGHT TRANSMITTANCE ' - . I I � I � ; . I I I j . I OF 74 AND SOLAR TRANMITTANCE OF 72, BY CPI . - INTERIOR: WOOD LOUVERS PAINTED TO MATCH#SW 1748 7- 1�� I I - q3 "SURFER SAIL", BY SHERWIN WILLIAMS. I I I I INTERNATIONAL. . CAST FIBERGLASS ACCENT.ELEMENT SHALL BE PAINTED Lj � < I I I . I I ,� . . I 1 1. PREFINISHED METAL FLASHING ,� � I TO MATCH #SW 1748 "SURFER SAIL", BY SHERWIN I . I I 11 . WILLIAMS. _. . 4, . u Q . I I PREFINISHED METAL 'LASHING SHALL BE ALUMINUM WITH 1. I . I I � �� I I I � KYNAR 500 FINISH TO MATCH ADJACENT WALL MATERIALS AS 26, GRANITE . I I - I � , FOLLOWS: 26A - ROSA PORINO, POLISHED FINISHi IN SIZES AND SHAPES I Q� - �_ I - I 0 � I Lai 1, � I OA - PAINTED TO MATCH #SW 1641 "WHITE ORGANDY", SHOWN ON DRAWINGS, BY ARCHITECTURAL STONE. I I I 0 . 1-11 - I I . I BY SHERWIN WILLIAMS. ., ._, 11 11 11 11 ,, �� ! I � I � I I � , �! �� __j , . � 11 I I I i 11�110.�sllfll.. , 11 27. SUSPENDED ACOUSTICAL CEILING . I z � I �l 10B - PAINTED TO MATCH #SW(1332 "PEACH SORBEII . LL_ �, - I , \ BY SHERWIN WILLIAMS. �B - 2IX4' ACOUSTICAL LAY-iN CEILING, BOLD LOOK 11, . I � ; - � I � '� I .. '3� � i . � E #2754 WHITE, BY ARMSTRONG. I I 1. I I I I . I I � IN e . PAINTED TO MATCH #SW ,1748 "SURFER SAIL'', . I I . , I '' . e - BY SHERWIN WILLIAMS. 28. CORNER PROTECTION.' . . I � � I I � -1 . . . I I I 1. ol I � , I �B - PAINTED TO MATCH STANDING SEAM METAL ROOF �B - METAL CORNER GUARDS: STAINLESS � �' �_ ,; Q� . �. ''AEGEAN COPPER", BY AEP - SPAN. STEEL CORNER'SAVERS, MODEL NO, CS5143 11 I I 11 (2 1/2" x 21/2" x 4"), BY MILLER PROTECTION . 0 1 1 1 . SYSTEM. I I I I - I I I � I .- � I hj , LA_� 1, ''� 1, , I �B - VINYL CORN I ER PROTECTION: KODAR CORNER SAVERS, : I MODEL NO. CS1 141 S (3/4" x 3/4"),COLOR #06 GRAY .�= .� .. 1� I ,=J z � I I . I I � BY MILLER 'PROTECTION SYSTEM. I � I . I 11. . I � . I I I - � �-, � � I � I 1, I � � I I I .1 I FINISH NOTES . I I � � I I . . 0 0 11 1 I i I I I I I : I � � -''. � I � - - . , :..,: 1". .. , : � :_1 1. PROVIDE 4"X8" BULLNOSE AND BULLNOSE CORNER TRIM I I � I z ll� - � : , , , , AS REQUIRED AT PORCELAIN TILE FLOORING AND BASE . I � I I I . � . , � ., �� , t , � �, I . 1 2. FOR ALL TIL I E COLORS AND TYPES LISTED UNDER FINISH TYPE 30 . I I � . :2 " � , 1. � '�� I I , � 'I GROUT SHALL MATCH #375 "TAUPE" BY HYDROMENT UNLESS I - I " 1 &=4 1 1 � _1� I -11 �, I � � I I OTHERWISE NOTED. . . I I I I irl 1% I 1-11 � I tl I I � - I . 111;w . I . 1. : , � 3. GROUT FOR PORCELAIN OR CERAMIC TILE AT FINISH TYPES 0 ANDe . I � 1, Li I I � SHALL BE AS FOLLOWS: I I . I I i I I � I t - AT PORCELAIN TILE FINISHES 4A AND 4B, MATCH . . I I 70 ocl, , e , , ; '_; I I 1 #368 "FRENCH GRAY'' BY HYDROMENT. . I I 1 � I v .) � U) 11 . _ I'' I � . � - AT GLAZED CERAMIC TILE FINISH TYPE 17A, MATCH I . I . I I ,_ - I 1 #384 ''CHAR BLACK" BY HYDROMENT. I I I I I I I I I I I I . � . I I 'I- I ". I I I - I . � .1 ", f - AT GLAZED CERAMIC TILE FINISH TYPE 17B, MATCH I I - � I I I ��l I I - I I . - I I I I . 1 &wn4 . I., �, I , _ . y - I - , #368 "FRENCH GRAY" BY HYDROMENT. � I I � I I 11 ''I - I . � - - I . - � � I , � - , �, - I I LAIN TILE FINISH TYPE 17C, . � I I . I I I � I . 1 *W4 1 ,� I I 17D, AND 17- MATCH #376 ''KAHLUA CREAM" BY I I I I I I I I I � I �%� t � I � � I I . - I ' . . I I � - I . �l I . �, . I I - HYDROMENT, c(WITH EXCEPTION Or- THE FAMILY ROOM). , . . I . � � I I %tm-4 ', ' ' ' , 1. .- 1.1 I , . I . I I I I �' . � I ; � I I I � -a). .1 17 � � LAIN TILL FINISH TYPE 17C AT , I I I � � 1. I _., I FAMILY ROOM, MATCH #375 "TAUPE" BY HYDROMENT. 11 I - - I 11 . , I 1 19MA 1, I I I I , �'ll I I I . I . I I I I - I I I , �:., �� " . 11 I � I - �, 11 I I I I I ^,.> I - ,..,. I I I I I i r I � � 1 -, 4. SEALANT AND PREMOLDED TILE EXPANSION JOINTS SHALL I I I I . I I I I I I I I ' I � 1. . ,.� � � - MATCH THE ADJACENT TILE GROUT COLORS. � - � I � *Aw4 - I 11, I �, � � . I I � . , \��' __ I " .� - 0 1 j - ' 3E 0 - 2'X8' � _ ') (, Aommar4k 3 , _ �� 9� �� lo�__�_ -I ul �[\� '--" � / ?P_5!�� ( DJ ,)8 "X8" 4"X8" - 1265IZVORY COAST", BY D& - t ,__�r,` �D ` � I- 'V�� t,v,�,�� - , ,_., - 8- 1� � I'FA ,/T-.', e r4�� !2 E � "' ' - C�� RoC)& - - ) , . 332 "PEACH SORBET",,,, 8 "SU _ , , IU, 174 R ER =SA 1 5. ALL INTERIOR GYPSUM BOARD SURFACES SHALL BE PAINTED . . I I I I'.- . I I . I I ,� e, - FINISH TYPE 18A UNLESS NOTED OTHERWISE ON DRAWINGS I I I i, I - �. � I . I 1. - � 1. � 1, �� . OR AS FOLLOWS: � I � � 11 . . . I I . . �14r I . :.t �, �', �. ,� I ; , I - 1! I � � i . - : - � J 0 B', N 0.,. ) - CEILINGS AT WOMEN 1 1 0, MEN 1 1 1, FAMILY ROOM 1 1 5, PUBLIC . . I I I I I � I I . � I jok I I . "I" ' t I I - I ' I I ' - I I . ' I - �l I- � � . CORRIDOR 220, FAMILY ROOM 241, WOMEN 242, MEN.243, I I I . - 1111111imilm4 , 9303 , ,� I � VESTIBULE 272 AND VESTIBULE 273 SHALL BE PAINTED . .1 � � � I , I", I . I � I I I l. _71 � I . I I I . , I . . 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SIDEWALK 11C F-vnnnn � E. J. 66.46 66.46 66.42 { 66.46 66.42 �� A SIAMESE HOSE W CONNECTION z TENANT Z 22 23 LEASE SPACE 0�4 GAS METER BANK DATUM 119'-01, RE: PLUMBING = 66.50' 2 SERVICE COURT PLAN 2 NORTH SCALE: 1/16" = i'-0" Ily 20'-0" 6'-5"i 4.-3'-1" 80' 0'_ 10 - 47.49 I 32'-0'' i 24'-0 I 24'-0" EXP. JT. LLJ CURB AND PARKING STRIPING (N.I.C.) �.........:............... 47.03 46.53 A5.4/1 I o I N oo E� I I o�{ ........................: z �. Ld 46.3 I =z c� I BOLLARD TYP ......................: I I I I I I I 1 I ¢ I I I l RE: A1.3/5 o W on --I-- I--i-J QQ z_ J r - -- I GUARDRAIL i-- i 46.25- RE: A1.3/15 u I, �I - U a : CD LANDSCAPE 46.80Qo �` 46.80 -� r _J - - - CJ. w 47.42 .........:................. SCREENWALL T.C. w z a) 47 29 AREA 8A RE: A1.3/9 �N-1.C. - ^ DRAIN C.J. zo A5.4/2 Q :.... . 47.29 �r ... - 47.29 a ........ .................. :...... dam................. O LDING 0 Ln 47.42 Q r:47.46 I �7.46 ............... A �? !16'-0 „ RAMP- 45.8 Q ........ I. - w J. 0, �: r' R'I 4 0 RE: Al. 3/13 : 46.80 46.80 46.80�� :I -o r 47.29 47.29 47.29 `i' )OTH LEVEL I 47.29 WING FOR I ,...... .. :.... . R SUPPORTS E. E. . E.J. ... :....E :....E ..;. R EA I fi i -- �i 47.42 0 47.46 47.46 -`� 7 •`�L I 47.46 _ � 47.46 � ' TENANT LEASE SPACE 15" STORM 47.42 !Qo RE: PLUMBING CONCRETE i DATUM 100 -0 1 C SIDEWALK r3J5 32 G = 47.50' SHEET:. SERVICE COURT PLAN! # 1 ��T� � : SCALE: 1/16" = 1'-C" Oak JOB NO. . 9303 DATE. 3/21 /9 4: r A5.4/5 U < v) 26'-6'' y. er` <t ,.r•� - 94 2/24 r w L WELDED STEEL I DEPT. STORE WALL CROWN AT TOP � w ,� ,v, 12'-4" >- i- - PAINT .- COLOR AS ' PLASTER CAP .' SELECTED BY ARCHITECT -- CEMENT PLASTER 6" STEEL PIPE BOLLARD DS REQRDCER FINISH ANID TACK WDE INTO ELD EMBED SLEEVE o Q FINISH GRADE �T CHAIN LINK GATE T.O.P. ELEV. ' WITH DECORATIVE METAL \..f .,� SLATTING. ALL .MATERIALS RE: ELEVATIONS SUPPLIED BY GATE MANUF• SHTS. A5.4 3/8 CEMENT-'- AEPLASTER ON ( POSTS, FABRIC AND LATH ON CMU WRAP PLASTER FINISH FRAMING TO BE AT ALL ENDS SCREENWALL P.V.C. VINYL COATED. o ALL COLORS SHALL r ,REMOLDED EXPANSION BE SELECTED BY ARCH. JOINT FILLER W/JOINT o SEALANT AND BACKER ROD r TRASH COMPACTOR PROTECTIVE BOLLARDS - - �. 8" DOUBLE EXTRA- STRONG RE SHT A2 1 - • �, BEYOND LOCATIONS STEEL PIPE SLEEVE SET IN Q - IN CONCRETE FOOTING • ----- I i I -_- --"�i I III REVEALS TYPICAL r ` #4 BARS - 1'-0" PIN EA. LEAF I I III, RE: ELEVATIONS SHT. �.4 FOR LOCATIONS i ONG EACH WAY 5"611 I TO SLAB I I I I PO �T FOOTINGS ul I i I RE: A1.3/5 SIM. 1'-6 DIAMETER - J+� FOR COMPLETE SCREENWALL ELEVATIONS RE: SHT. A5.4 GATE ELEVATION 0 TYPICAL SCREENWALL ELEVATION PIPE BOLLARD SCALE: 1/4" 1'_0" SCALE: 1/4"=1'-0" SCALE: 1" = 1 —0 r /��^®�`� a 7 5/8loe to NOTE: CONTROL JOINTS AT SERVICE CTS. SHALL BE 20'-0" O.C. UNLESS NOTED OTHERWISE. � % 4000 P.S.I. CONC. / W/C (.045 PLASTER CEMENT CAP '� n ,0 THICKENED EDGE AT T.O.P. ELEV. SIDEWALK TYPICAL AT TROWELED EDGING -6 X 6 X W2.9 X W2.9 STRUCTURAL REF:� ELEVATIONS "�' L PLANTING AREAS 1 1/2" DEEP CAW CUT " .. W/MASTIC FILL r �' '� r r TOOLED CONTROL JOINT —\ REINFORCING EXPOSED C.M.U. CONCRETE' SIDEWALK C,L- 1 T 6" 1 " RAD. PUBLIC SIDE N01 N SERVICE COURT SIDE CEMENT PLASTER O FINISH -o�,- - - - - - �0 - �� '- - - - - o� E.J. RE:A1.3/2 LANDSCAPING o� " CONC. PAVIN {- CONC. FOOTING 6" X 6" X `^/1.4 X W1.4 a 1 „ 6'' r� 2" � PREPARED BASE S RE: A1.3/14 o rfA r r ELEV. VARIES RE: STRUCTURAL S3.1/8 REINFORCING o N 2" RAID. SERVICE AE 3/4" DIA. SMOOTH BARRE: SHT. A1.2COURT X 16" @ 2'-0" O.C. SAND BASE SEALANT ON BACKER ROD z w _ I COMPRESSIBLE SEAL . CONC. PAVING ) Qo r CONCRETE CURB. _� ,•-.-- ' �� PAVING AT SERVICE COURTS TYPICAL SCREENWALL SECTION SID . -WALK AT PLANTING SCALE: 1 1/2" = 1'-0" SCALE: 1/4"=1'-0" SCALE: 1, 1/2" = 1'-0'' F LINE OF DEPT. STORE SHOWN DASHED BUILDING LINE NOTE: PROVIDE C.J.'S NOTE: COORDINATE WITH DEPARTMENTA � I � � IN CURB AT 20' O.C. PAVING CONTRACTOR FOR V) Q) �- WATER STOP RX101T s MAX. RE: A1.3/S SIM. TOP OF CURB ELEVATIONS NOTE: CONTROL JOINTS AT SIDEWALKS SHALL BESTORE J I Imo_ I NON -SLIP BROOM FINISH AT 5'-0" O.C. UNLESS NOTED Z HYDROBAR TUBE TEXTURE TYP. \ OTHERWISE. <( a) - I I r Q 6. 2 TOOLED 0i CONTROL JOINT � EL=117'-6" � I 11 VOLTEX SYSTEM ti 1 RAD. oe - TROWELED EDGING L z j I I _' CURB LINE • - - - ...a .� ®- �--r2 RAD. 811 Q N 01 O r \ �0O — — " — — OQ — — — — — �° $ U PAVING 1 9 ==-- ---- 0 U7 I I I I I 1 /4" GROOVE ' I @ 2" O.C. -SIDEWALK PROVIDE E.J. RE: A1.3/2 AT �" I 6" X 6" X W1,4 X W1.4 _ CONCRETE PAVING ONLY . ' � -,,_ REINFORCING 6'-0 6 -O o SAND CUSHION 8 W NOTE: OPPOSITE HAND SIMILAR REMOVE EXISTING ASPHALT PAVING z AS REQ. FOR CURB CONSTRUCTION AND � Q �. PATCH ASPHALT BACK TO MATCH EXISTING. C�JR� DETAIL RAMP PLAN AT SERVICE COURTS oo CURB SECTION AT LANDSCAPING SIDEWALK CONTROL JOINT (C.J.).SCALE: 1 1/2 - 1'-0 SCALE: 1/4 - 1 0 SCALE: 1 1/2 - 1 0 CC SCALE: 1 1/2 - 1'-0 TOOLED CONTROL JOINT NOTE: COORDINATE WITH NOTE: EXPANSION JOINTS AT SIDEWALKS SHALL BE WALL LINE PAVING CONTRACTOR FOR 20'-0" O.C. UNLESS NOTED OTHERWISE. TOP OF CURB ELEVATIONS ASPHALT PAVING I, CONC. PAVING RE: A1.3/14 PREMOLDED EXPANSION t' JOINT FILLER W/JOINT SEALANT AND BACKER 1/2'' EXPANSION JOINT A1.3/9A PATCH BACK ASPHALT AFTER ROD r �\2„ FILLER W/JOINT SEALANT 1/2" CONC. INSTALLATION TO TROWELED EDGIN o I T r MATCH EXISTING 1/2, AND BACK ROD TROWELED EDGING 1 SLOPE D�. 1/4"/FT; U.N.O. j h2" RAD. ASPHALT PAVING REMOVE ASPHALT AS REQ. o ';- �- y AND BASE AND SUB -BASE FOR CONC. SLAB INSTALLATION - --- - - �� - ,q - - - - - - ` o° d� - - - - - - o°- - o- '- - - - - - - N.I.C.. o° - �" ' co °� --- 1 --- --J PAVING , \ I SHIM AS REQ'D . I '- - i - - - - 1 ! 1 i' (N.T.S.) SAND BASE J „1/2 - ---- - - - - - —PREPARED BASES SLOP P PROVIDE E.J. RE: A1.3/2 AT --- �" I 6" X 6" X W1.4 X W1.4 SAND BASE CONCRETE PAVING ONLY �� - - - i- REINFORCING ' I ---------- - VARIES SEE PLANS g o � 3/8'' CEMENT PLASTER ' REMOVE EXISTING ASPHALT PAVING ON LATH ON CMU AS REQ. FOR CURB CONSTRUCTION AND I� O / / PATCH ASPHALT BACK TO MATCH EXISTING. ��: // \ I PAVING PAVING � DETAIL �% SIDEWALK/CURB SE ON SIDEWALK EXPANSION! JOINT E.J. � -- -�- �" SEALANT ON PRE- SCALE: 3/4"=1'-0" LI SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" MOULDED FILLER / v°h 3/8" CEMENT PLASTER / 6 1/2 CHAMFERED EDGE ON LATH ON CMU \ I 123'-6" °�:• .. ; ,; .�.. moo.; ..: r SCREENWALL 1 -0 3/4" 6,_0„ 4 PRECAST CONC. CAP, RE: A1.3/9 & A1.3/10 NON -SLIP BROOM FINISH 3/4" CHAMFER ALL EDGES � �,,, .r r .i'� BREAK CAP @ 3'-0" O.C. TEXTURE TYP. 121 0 r - - - - �� PROVIDE BACKER ROD \\. WELD CAP TO EMBED r r E.J. RE: A1.3/2 SIM. \ LIMITS OF _j , CONTRACT CONCRETE RAMP Q ANGLE FIN. FLOOR rLEV,-'� I CONC. PAVING REF: A1.2 1/4 GROOVES U ---.-=---� � %- @ 2" O.C. 2 .: I +G PAVING / P=84 1.5 I 1 /4" PROTECTION BOARD f , z - ` - - - - - - i (Ni I C ) 12 ON BENTONITE WATER HAND RUBBED �\ I PROOFING SYSTEM FINISH - - - -- - - BACKFILL w �\ I BACKFILL CONC. PAVING j CONC. RETAINING OR LAND- r WALL. REF, STRUCT SCAPING REF: A1.2 - � , 1. 11 IL'L' _N -71 I AND BASE ,,,,,,,,, -8102'-0 . �-------�------� �.-.� .. • . I � SI-IFFY. A CONG. RETAINING WALL CONC. FOOTING RE: STRUCTURAL RE: STRUCTURAL �S3.1/9 6'-0" i 6'-0" U.N.O. 6'-0" HH SCREENWALL SECTION RETAINING/SCREENWALL SECTION RAMP PLAN RAMP SECTION 9303 r �) U SCALE: 1 2 —1 0 SCALE: 1 /2-1 0 SCALE: 1 /4 — 1 0 � SCALE: 1/2" — 1 Q ' DATE; O J/21 /g 4 0 11 0 0 0 11 77 - -__ REVISIONS: 3/2.1 /94 r r ` 2. 6 27 28 29 29.4 30 31 31.4 32 C62.� 34.2�53�1 2 3 3.5 4 4a4 5 0 7 7.� 8 9 9.5 10 1 1 12 1 15 1 6 10.4 17 17.5 1 8 1 9 19.5 20 20.0 _1 22 24 _4.5 25 2O M 2 )94 ( 4.3 7.3 I I 12.)?6(l 3.1 14.8 ? 17.1 18.2 18.8 19.9 22.4 ry z I i I I f I I �- J J p L 11065'j-o"-{- ' 19v'-0" + 1 �E.J1i 149' 4" I I1" E.J. 236'-0" ir`1'1 E. _ _ -- '-- I T68'-- I I1 �.J. i -- _ . __ - - - I ,F 7 5 I 4-0.. 1,_p 5,-811 1 ,-0' 4'-0" - - t - I n n 30'-0" 3O'-0 30' 0 T 3 -0 30 0 T 30 0 j 30' 0 30'-0 1 E.J. ' - '-U' 18'-8" 5'-0' 30' 0" 30'-0" 3 -0 .30 -0 I 30 -� 30 -0 130 -0 30 -0 I I I i I ' I SO -0 15' 0 15 -0 30°-0 115'� � 30'-U . 0 -0 � 30 -0 30 -� 30 -0 .SO -0 �(I 5 j1 rt I (J 1" E.J. 30'-U" 114"-6"L15'-0" 45'-0"I15'-0" � I 0 � 30 -p - I ��( , �� 5'-0' 30'-0" � I - - � , _fl � I .� �, 14'-4 1/4" i 7'-5" 6" 4'-7 7/8" 13'-.3 1/2" 5'-8" 13'-3 1/2" I , 2'-2 1/2 25 -7 1/2 - I 8'-0"' 7 -0 I I I I h0 -5 y 9'-7 I i 15'-0" 5'r0" 14 -0 E 1 0 -0 I 1 I � I I 21' 0► 25'-4 1/8 19 -7 10-5 . I I_ � � ,,�.� - I / �'-g" 19'-4"I g' 0" I I 14'-5 3/4 1'-0 13'-0" 13'-0' 10 -8 1/2 0 16 -8 1/2- - _ 1, 8 8 0 / SHEET NOTES 1. REFER TO SHEET AO.2 FOR`GENERAL NOTES 3c SYMB01 INFORMATION ' ' 9 i 2. REFER TO^SHEET A4.1 FOR ROOM FINISH SCHEDULE 00 0,08 . o INFORMATION. . o (_ CONCRETE SLAB oo �� oo�,0 3. REFER TO SHEET A4.2 FOR PARTITION .TYPES �o�a 0� { --T3" SAND COVER INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. `7 I � 5. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2.13, I� II III II - AND A2.14 FOR FLOOR FINISH PI I� li 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR EN GED VAPOR BARRIER I ENTRY PLANS. �EREET A3.1, A3.2, A3..3, A3.4, A3.5, A3.6, A3.7 ENGINEERED FILL ' OR REFLECTED CEILING PLANS.HEET A4.5, AND A4.6 FOR COMPOSITE w LEASE PLANS. 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR o ELEVATIONS. TYPICAL SLAB ON GRADE DETAIL 11.REFER TO SHEET A9.1, FOR TYPICAL BENTQNITE cn BENONITE WATERPROOFING SYSTEM TYPICAL SLAB ON GRADE DETAIL WATERPROOFING SYSTEM CONSTRUCTION. � 12.PROVIDE BENTONITE WATERPROOFING SYSTEM @ ALL " , BELOW GRADE PITS (NO EXCEPTIONS). I - _O NER GRADE LEVEL C) 0 PROVIDE BENTONITE WATERPROOFING PROVIDE TYPICAL UNDERSLAB CONSTRUCTION SYSTEM UNDER SLAB FROM THIS FROM THIS POINT TO END OF MALL ' v) UPPER GRADE LEVEL POINT TO END OF MALL (SEE (SEE NOTE 12 FOR EXCEPTIONS) NOTE 12 FOR EXCEPTIONS) A5.1/3 z z LIMITS OF BENTONITE WATERPROOFING z z LIMITS OF BITUTHENE WATERPROOFING I _j OUTLINE OF SYSTEM @ BELOW GRADE RETAINING �-I a SYSTEM @ BELOW GRADE RETAINING a_ ° EXTERIOR WALL ABOVE WALLS (SEE NOTE 12 FOR EXCEPTIONS) o WALLS (SEE NOTE 12 FOR EXCEPTIONS) 0 0 \ \ ce w - w W - W uiC14 -� --o I LOWER GRADE LEVEL ---------- ------- a � I A5.1/1 a a a is A7.1/1 � � zze i wo wo - - - - <t � w cv w c�i 1 1 I I 1 I I I F1 n I 1 1 I SERVICEd :. gg 1 I 1.. COURT #4 ti NSEARS - I I - I 1.2/4 1........... { ... ; r•,(N.I.C.# i I 1 �1 � �7 - - ®�. . .®.�. � .� ,............ I { ( a � � STAIR 1 .... ..... ' .. SERVI.CE � l �l - 1 41 1 ,.. 11 I �{..{.........{ LOW LEVEE (N. �� 1 PASSENGER ELEVATOR I ; , �' . I -COURT # 1..:.. jiEL ECTRIC� EQUIPMENT ROOM SrR #6 r l K' RL A,1 .211 ro Ii . CO I ( _ L. L FIN. FLR. ROOM '�1� T A5.8/ r A I r KY _ E �ECTRI Y L. L. FIN. FLR. i M Q-,� = 53.50' _ A6.3 1 1 I I I I i ( I I I I I I I\ I -D TUM 100'-0" _ N I N SIM. / - = 47.50 - - ---- - - - -. II, x RAM EXIT PASSAGEWAY RAMP --- " - - - - - - fi A6.3/1 �; - - T-� --- x \' F 'I STAIR #8 Sim. a a� SRVICE ELEVA OR #2 SERVICE I I STAIR '2 I I E fEVAYOR I EQUIPMENTELEVATOR R00 A6.3/1 a I SIM. # 1 I A5.8 j, I j.� �. j j `E UIPMENT RO PA I Q 1 i •� ! r i "'�"• - 1 I I JA0OR LOSET Mtn { A6.3/1 1 A�� I EXIT PASSAGI WAY . I - I - - I� 1 . I j I I L_ I i -i -JANITOR j I- 1 j . j. . sJ A6.3/2 _ CLOSET I 10" j I 1a' I I I -RAMP T �`J EX[f PASSAGEWA' I SIM. - !- j z x A6.3/2 I I I I I-- I I I I I Q w SIM. - - - -- -- ---- - - r-- f - a 18.171 A5,8 5 A5. / I I I SIM I i PASSEtNGER I ( I I I \ j I z ELEVA OR I z m - f / �ci 1j _ N II l� Klo�rC TYP. I I--� - _ _ rn �l Q ��av, <tcn STEP D R.D.P./CART \� -�/ \ \\ I \ r'__ _-7✓ 9 ��-�• 4 _ I - - - `---' - -_. ---- ---- - r : Sri r � -#-_ - -. / TYP. - - = u' _ - - - - - - - J - - - --� - - I - - - - - 'T--- _ ^ z o t - 7-=1 --A` ! -� - -� �k5.8T4- a- - T- > i / / GDIRECTORY IA5.81� ; A5.8/4 \ i �, ESCALATOR 2 SIM. \ /SIM. / STEP DN. \ I �SCALA\TQR # 6 �h rt RAMP DN. `✓ i 1 ' r^ 1 I > > ion, # I r - -I �� - RAMP DN.-�) x' \\ =/ < r - -'�' r� - - (N.LC.) \ / 'Q i n ( \ /� r �� _ A5.7/1 A5.7/2 DIRECTORY \ , A5.712 y� W L �5� . 1 A5. /1 A5:5/1 / DIRECTORY / A�.5/1 A5. /2 , - - A .5/Z 5.0%1 - - > i - /� (N.I.C.) / ESCAL�T R #J �yQ / \ STEP DN. > / - - - - - r i -J/ - - - - J I - - _ .- - -/ - - L-_-__ -.-.-. - Jtl / 4u - - 1- -tom= . _ _ - - - \ - - _/ � -- _\ r,\ y� - - _ � - - �- - � _ _ �-1 ESCALAT R# 1 N -- - Ln co Q� Q Q'Fn fi � I a vi a ! izl c _� > 1s" > ESCALATOR }3 / I ES Y ALATO #4 I . LIMITS OF FL OR > a \ ¢ / I { g z _ jc� OPENING AB VE w JANIT R w I - ( I 18 ! ( _ OPENII G ABOVE s� - I• ZLIMITS Or FLOOR EXIT- j j TYPICAL � CLOSE T a - { ( I TYPIC L PASSAGEWAY I uQ, V) I - _ I G - - I -- - - - -- -- ---- -- - - - - -- - - 1C- : ELECT ROOM ( I 1 s 1 sEVATOR w w IDIR&TORY EQUIP. ROOM STAIR #1 - ELEVATOR { I ' U - x -- SERVICEEQUIPMEN ROOM ELEV. #4- A6.3/2 EXI__PASSAGEWAY--EXT_PAS$AGEWA� I l j- I- N EXITo . SERVICE STAIR #7 PASSAGEWAY WAYELEVATOR 1 IF I _E..MI1 1'I j JANifORSTAIR #3 LOSET : I<Q \ I' x . _.. . CL..® A6. .2 /2'IBUILDING SIM. LEVEL RAMP SERV IT PASSAGEWRAMP aA6- EXIT PA- __ LOWER AMP -_j - _ ................ R At.2 .6 J STAIR1 "#5 { - ELECTRIC ROOM N CONCRETE I aV= a a a ` Ain <V) C I RETAINING WALLui A6.3/5 i d J � a I z a o I_j a Lam. L, FIN. FLR. 0-o_ w u �DATUtv1 103 -0 - = 50.50' I OUTLINE OF EXTERIOR Lo UPPER - I a a HALL ABOVE WM w PA ISIAN � z� Z GRADE <t � � � � Wa wa LEVEL . �, _a �, I m� w w - � � � w c�i w ri (N. . . � I w ��Q� wN wN I rya �a LOWER LEVEL ' r PROVIDE BENTONITE WATERPRO JFING I PROVIDE TYPICAL UNDERSLAB CONSTRUCTION UPPER GRADE LEVEL LOWER GRAD LEVEL SYSTEM UNDER SLAB FROM THI` FROM THIS POINT TO END OF MALL POINT TO END OF MALL (SEE NOTE (SEE NOTE 12 FOR EXCEPTIONS) 12 FOR EXCEPTIONS) 1" E.J. _ I 49'-10 1/2'' i 93'-9 1/2''114 1 E.J. 36' 1 120' 0 _ 36 -2-- '� 300'-0" - 317'-0" 55, �6 --- '� A NORTH SOT LOWER" LEVEL r- LOOR PLAN PLAN TRUE A5.2/1 LIMITS OF BENTONITE WATERPROOFING LIMITS OF BITUTHENE WATERPROOFING SYSTEM @ BELOW GRADE RETAINING SYSTEM @ BELOW GRADE RETAINING WALLS (SEE NOTE 12 FOR EXCEPTIONS) WALLS (SEE NOTE 12 FOR EXCEPTIONS) SHEET: A2 . 1 JOB NO.: 9303 DATE 3/21 /9 4 0 0 0 U 0 12 G ,FA 0 a 0 13 , .. x eL REVISIONS IJI`VNJ:. ° _ ® 9/10/94 <j r0 - 3/21 /94 • i SHEET NOTES ' ;:� �� 1 2 2.� 2.5 3:5 4 4.3 �:� 5 _6 7 7.3 7.5 ,9.5 1�J 1 I ,� ry-w w w N. REFER TO SHEET A0.2 FOR GENERAL NOTES I 1 & SYMBOL. INFORMATION' \� 11.4-6" 236'-0 TO N-ORTH ACE OF SEARS 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE 6 -0 I I I I INFORMATION: 1 „ SHEET 4.2 FOR PARTITION TYPES , _ _ _ _ - - 30'-0 30'-0 - 3. REFER TO S A 30 -0 14 -6 30 -0 15 0 9 -8 I 19 4 I 30 0 i 30' 0 18' 0 I' 0 i 60 0 1 5' 0 i - -- i --- i - i� -- - - -----' ,�- INFORMATION. ,. - r E.J. - 1 + 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE . •; 1 E.J. 49 -8 �I INFORMATION. 16'-11 ' 13'-0�� 5. REFER TO SHEET A2.9, A2.10, A2.11, A2.12, A2:13, - - AND A2.14 FOR EI n sir. 1 FACE OF I � r � r � r_ DEPT. STORE " FACE OF 6. REFER TO SHEET 1.2 FOR ENLARGED SERVICE F .. � DEPT. STORE •. f i - COURT PLANS. I 7. REFER TO SHEET A7.1 A7.2, AND A7.3 FOR ENLARGED FACE OF MALL- I L I ENTRY PLANS. f BUILDING I FACE OF MALL ( REFER TO SHEr_T A3.1, A3.2, A3.3, A3.4, A3.5, A3:o, 3:7 t �7.1/1 r r r r A 1 ' BUILDING I - E OR REFLECTED CEILING; PLANS. I f REFER TO SHEET A4:5, AND A4.6 FOR COMPOSITE i � LEASE P!-ANS. r r 10 34'-9" 175 (y L9'-0" 3Z-910.REFER TO SHEET A5.1, A5.2, AS.,� & A5.4 FOR EXTERIOR . � ELEVATIONS. i I 1.1.ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS., WITH. ` i EXCEPTION OF PARTITION TYPE B1, (DEMISING PARTITIONS), ' , WHICH ARE DIMENSIONED TO CENTERLINE OF_ PARTITION." ' A5.1/3 12.REFER TO A2.1 FOR LIMITS OF BENTONITE WATERPROOFING SYSTEM AND A9.1 FOR TYPICAL WATERPROOFING DETAILS: a : I , i - 1 ° rn 3'-8" ' ¢ T 1 i r TI _ FIRE EXTINGUISH R o i i I CABINET I I w ,n I I I FIRE VALVE Q VESEIBUILE I CABINET ro 41- I i I � N I EXPANSION JOINT. I SIM. A9.1 /5 � Lo Q Q y� 101 A " 109B 109C 10I9D Q i 8 . _---' 39, i 118'-0" 118'-0" TO FACE OF DEPT. STORE op 18'-7"FYIit ALTERNATE NO. 7B I Y PROVIDE A TEMPORA Y i Q� ( 0" i 28'-0" i 28'-0" 2'-0" -+ EXPANSION JOINT - , - OMEN 1 10 ENCLOSURE WALL i SIM. A9,1/5 A 109J 109E 10yF 1.09G 109H l cl-A108A cw O O � ( ,. RE: A6.4/3 i 60 i 108 A5.8/� . A5.8/ c", N� i ME 11 SIM, EXIT ` A6 3/1 �' o - � �, PASSAGEV`!AY ' - 10 117 I I i STAIR #2 108 ( I�S J L. JANITOR � I u I �Ln _. to - - CLOSET �, �}, o 116 Q - < -� 00 ' / I FAMILY O ' , 116 REFER TO A5.10/3 F R O i� E LVE I ooz ,,o ,Lim- -� / 0 115A 1 _I ��Qj- oo pz o� = A8.5/2 R00f+9 PLAN OF HVAC CHAS ABOVE L. L. FIN. FLR. `� - o " DgTUM 106'-0" - 53.50' •v . I v v I- / / I 1 15 ° 5 -6 FROM FACE OF I - w � w _ o i 148A I DEPT. STORE TO FAC <., I o i ALTERNATE N0. 7A ( 1 OF GYP. BD. PARTITI N A8.5/9 REV RSE A8.5/9 OPP. ND -7') Q A8.3/7 o ¢ ° m o o u 1 EXPANSION JOINT I REVEf SZ�- o o - `A ( PROVIDE A TEMPORARY I A4.1/ 1' ¢ ., .�� REVERSE ra o i- m I ( I ENCLOSURE WALL I J �. TYP, )=- �I. ' I cv ! Al. /2 A5.10/. . ®..o . d. , . RE: A6.4/3 I . / I 1 Al 'RA P. r _ EXIT PASSAGEWAY 118 � 118 1119 / I EXIT � -,l 7 ......2.. I -- - PASSAGEWAY - 148 - -/ / VNE/E / / r - i TENANT I 9 = cv FIRE VALVE CABINET c� - LEASE I A5;8/9 TYP. BRACED FRAME i r r r 61 BRACED FLAME A5.8/9 �_ _ RE: STRUCTURE I FIRE EXTINGUISHER CABINET 12 -8 RE, STRUCTURE , � A6.3/2 � SPACE _ o SIM. I MALL I r Q LIMIT OF DUCTWORK I I EXIT iPASSAGEWAY I 1 I M-'� @ 12 -6" A.F.F. 119 - _ - 1 - SHOWN DASHED 1'-0" 0 ' -� ,II--1'-0 2 i = 7'-6" Iii i 0 26'-6" V 14'-0',. 2 _p 24, 0„ 2 01 _0 _Ol; 10'-10" ! 19'-2" 30'-0" 18'-0" 12'-0" 114-0 (j - 50'-0" - i '-0" 20'-0" N 25'-0" 10'-6" i4' 0 TYPE I 61 I 81 I i / B1 ` Bt C B1 I A8.3/9_ _TENANT__- ,'�-------� - -- _ II II TENANT _ i A5.8/5 A5.8/5 SPACE - --- ---- { _. T -- LEASE I iLEASE SPACE A4.1/2 SIM. I 1 SIM. A4.1 2 I LIMITS CONCRETE S I I LEASE LINE I , COURT III � TYP. = Z LAS i I I ��-3 ` 1', -O 104'-6" j• 2.2 I I i LIMITS OF 61 61 61 I i J CONCRETE SLAB i I I CONCRETE GRADE BEAM N i LEASE LINE -r _ I 13'-1" LIMITS F I I RE: STRUCTURE 8'-911 6'-0111 11' 0"i 19'-2" CONCRETE SLAB i ' l LIMITS OF i U J - l I I/ LEASE I INE-\ I I \ - ;'/ i CONCRETE SLAB U I _ . - _ - -- _ = I = A8.3 1 LEASE LINE -•- , I , .8_ N i \ F 1 rn N I O _ :fl tfi i - �` - , � X/'o Z cli _<V) < 1 4 Lci N- 1 EQ o o -, -8/1 A R =�WN/y/xx RE: A8.811 E - W co t t _ _ r-`- - I� - - Sk _ I 3,_1 / A4.7/1 \-oi �i I / J.9'�Jo \ I / A4.7/1 of ` � .%°� Q I `�' / A9.3/14 - / TYP. U.N.G. \ o r 1 8 -0 19 -C} FLOOR °. O� < TYP. N _ w - , (� • 1 I _ / - / '� OPENING i ln�� U.N.O. - - - ,,_ - 00 o = o I ii o FLOOR COURT o� \ r? A5.8/4 / A5.8/4 ABOVE \J f 14 -6 MALL o �� o 0 0 L . N of i l _ I OPENING C-1 I w z < Ii -DIRECTORY MALL M-2 SIM. N> < SIM. Q ao� I M-3 � =N � o '� o I o I ABOVE - �� ; , (N.I.C.) N( �a N I Z o I _ co N z `�4 o / \ _. _ m / AR.5/10 d _. A8.5/10 �! .� I rN Q �✓ z T - - - _ \21'-0" i / o o A5.5/1� Or' P HD. A5.5/2 / 1018.®, I ! J � A5.5/1 \ w of -0 =4 I__ ' o `� 5CA�A'a1pR1 �- \ -- - _ - - - - -� j _ J -ks/ R C-11 c� o A8.5 9 °oEVE�SF_ / / i �!�� / I ��!�� i:!i�i !� ��i %�!" / of o = A4,7 2 ? z o �- f iii�!! r I REVERSE / ! , / 1 00 ._ i / 0 i �� TYPE''B J- -- c' " I-'A4.7/2 �/ LIMITS Qr ¢cn / • ( / �� I oO CO CRETE SLAB �; �r, _ FIr;E VALV CA If�ET I 4 N N 107A - A4.7/2 TYPE B I ` / N Q� j �� FIRE EXTIfGUI HER CABINET -$ - i Ji /, 106.'-0 104.'-6' _0 - FIRE VALVE I - ro 1 CABINET i i i �P / I CONCRETE GRA E BEAM - iYP. - I TENANT FIRE EXTINGUISHER -LEASE E: STRUCTURE ' o j' I CABINET (A�1 - /, 61 TENANT B1 61 61 81 j AlAt / 61 SPACE B1 61 Al 0 LEASE I EXIT i , �� I SPACE ` m A8, /8 5 -6„ PASSAGEWAY c\j� 4'-6" r , I r 1 I - - -- -- - ----- --"- -6 25'-0 11" 24'-1" � 30'-0" 8'-0"�21=0" 30'-0" __30'-0 - _ -_-_ _ 6 24'-0 30'-0 0' 24'-6" 2_2'-0" CLR. �13'-0" 4'- " 101 i 1" EXPANSION JOINTS 1'-0" TYP. LIMIT: OF I j o JANITOR CL SET l - ORK C� - > r ELECTRICAL ROOM - r = = 12-6 'A.F.r. Q {- WATER HE WITH STAIR -, I LIMIT OF r SHOWN DASHED A4.1/2 I 1O 6 THICK CONCRETE j A8.5/1 > 106 - - L DUCTWORK '� PAD; RE: MECHANICAL o TYP. m� I LIMITS OF N r/ w N SHOWN DAS D Q O MOP SINK 1 a I I CONCR IE SLAB I < i E Al Q / N 1 ALTERNATE N0. 7A I I r BRACED FRAME i i �- REA STRUCTI RE i 4 7/8 1 F _ 1 -0 � , ,n a I RE. STRUCTURE I A4.1 /1 TYP. 0 13'-2 1/4 8'-4 7/$ T-61 N o PROVIDE A TEMPORARY � o - - - - / � A4.1 1 TYP.. - - - � �� co 1 ENCLOSURE WALL _ RE: A6.4/3 x / 5 -2 I / _ �, _ EcAl 1'-0"'?YP. XIT PASSAGEWAY 105 A[l `� EXIT AS GE 10 RA 1 1 ^� F �3A 102A r---� r _ 1 ELEVATOR I I U - N N I05A q 147A 1 r' EQUIPMENT ROOM I o I I m A8.3/7 2' _8 �� N f 147 i SIM. N 12'-41/2" 13'-71/2" r r SERVICE - N EXPANSION JOINT N el a ELEVATOR 1 SIM. A9.1/3 N� # EXPANSION JOINT �� N - 2'-0" AT - - RE: A9.1/4 SIM. N Qcn _ cod °� Q ELEVATORS ONLY A5.2/1 ,v� o' Q� o RETAINING WALL Q r' oy RE:. STRUCTURAL PERMISSIBLE i w J1 '6 #3 i N ;N BUILDING AREA � i � A6.2/1 FI A6.3/5L�, LEVEL ' SIM.I 1YP. _ co I cp ACE OF MAIL 28 8 21 -2 1/2 ' BUILDING E IT PASSAGEWAY 145 FACE OF 1 " E.J.; I i '�•- DEPT. STORE 36'-1 A8.5/3 " 145C, 1458 36'-2" 212'-8" 49'-10 1/2" i '-9 1/2� 1 f-Jf �_6'-4 1/2" 1 �� 93'- 9 1/2" - i --- a-- i r TO SOUTH °` J. C. i 1 FACE OF �r 99 SEARS PENNE zn n 0 PARISIAN a 1 I tx i .a�.m�.�.a.mmm. s.. ._.�.�.a.Olt �...��®�� _ vm_1 _ L_®_� LA�PSAN '��,..�_! SHEET: 'I - L J I I PERMISSIBLE - BUILDING 120'-0" AREA 2, - JOB` NO.: LOWER LEVEL FLOOR LA �- PART "All KEG' PLAN ��03 NORTH NORTH NOT TO SCALE SCALE. 1/10" = 1'�0" TRUE PLAN O DATE: .: I; >- J 3/21 %9 4 .x , _ z -- j 13'-0" SEARS (N. 1.C.) LOWER_ LEVEL E.Jl A i EXPANSION JOINT , SIM: A9.11/3 ! s o i L I Qo ! �D u I I .I a � ALTERNATE NO. 7B= DDnvinc:n TGkAonDnDv -- EXI,T -- PASSAGE T I ' I BRACED FRAME-j o RE: STRUCTURE -- I I EXPANSION JOINT -. I I @ PARTITION I I RE: A3.9/21 ATTACH PARTITION- �i t TO STRUCTURE ' ABOVE @ ONE of SIDE OF E.J. ONLY I I o I i � I 41� J'l I. Q REVISIONS. 0 2/10/94 �- 0 3/21 /94 25 SHEET NOTES 4.7 26 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. `r 9 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE I ! INFORMATION. I - 3. REFER TO SHEET A4.2 FOR PARTITION TYPES - INFORMATION. ' - 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE,.. 81-011 INFORMATION. j 5. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2.13, 30'-0'' _! AND A2.14 FOR FLOOR FINISH P 6 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE E 1 8'-0" I COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLAVGEED f! ENTRY PLANS. 0 - HEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 {O�OR REFLECTED CEILING PLANS.HEET A4.5, AND A4.6 FOR COMPOSITE j 7�T�T LEASE PLANS. j J C P E l � l � EY 10.REELEVATIONS.HEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR f LIMITS OF TYPICAL , ,) 1 1. ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, WITH 1 UNDERSLAB EXCEPTION OF PARTITION TYPE B1, (DEMISING PARTITIONS), I CONSTRUCTION L0_`YVER WHICH ARE DIMENSIONED TO CENTERLINE OF PARTITION. I - (SEE NOTE_ 13 12.REFER TO A2.1 FOR LIMITS OF BENTONITE WATERPROOFING 1 - FOR EXCEPTIONS) LEVEL SYSTEM CONS RU NDIO 9 1 FOR TYPICAL BENTONITE WATERPROOFING I, I LIMITS OF BITUTHENE 13.PROVIDE BENTONITE WATERPROOFING SYSTEM @ ALL BELOW �T-- WATERPROOFING SYSTEM E T. F TIQ(J.) ' @ BELOW GRADE RETAINING 14.RE_FER TO A8.10/15 FOR DETAILS OF KIOSKS, TYPICAL OF WALLS (SEE NOTE 13 FOUR (4) REQUIRED). FOR EXCEPTIONS) AA I EXPANSION JOINT SIM: A9.1/3 - N �+ CD n ! - _j f _ o rl i of � { E i A6.3/1 N f j SIM. Vvlv!vE. iiuIv L rjA L) -7!ur- of _ =----- - �. - _�� L11aY:' / ! \ I iiiriiiiiiiiiiii - �_/�// rri(� _ _ - _ LX ANSION JOINT E.J. A WITH 7L_V CONNECTION 1 j -�;'� -i �. - - - - - �- �f-_ - c- c- -- - - I I / T - - i - C�? �Cr JCTl7RE ABO�/E- 0 I @ SLIDING SIDE OF F.J. ? / -- - j I v COUR C-� vv of / _ i i / A9.3/14 / I LIMITS OF I i I 14.7/2 ! / I 1 _0 �� CONCRETE SL I /vx TYPE "B" A8.3/2 I I i \-- -_ A4.7/2 o " `�.' \,A4.7/2 = J - - - - / �F ! - i - o = A4.7/2 A4.7/2- N \ B' I !Yt B 7'-6" i i ! �„� I / \ �` \ TYPE "B" TYPE B11 I of - 7'-6" o j N / i A4.7/1 o I / E A4.7 1 7'-6"j 7'-0 ; _ /„ I -6 �7,�6 I I MALL M-3 - \ _� \ \ CARTS SH WN / / - I <t T ! TYP. U.N.O. I \ /-�� CARTS SHOWN I < I 7� 6 f( I w yeti DASHED (�1.1.C. MALL TYP. J.N.O. I - 'f_-- j - -- ----"� _ ----� - ' \ \ ��s� ! i / / / V - -----� mil_ DASHED (N.I_C.) --- -�Ld o 01 a i �, i / o Ir - r -� \ Q' / o i , . q r T , r -1- - / / M 4� \ - / _ r �' _ I j f S N _ { i a ►C ,� ; �X� { { r _ _ . , \ \ 9 �9 , ! 71 �I 71 I G ' / d. a i O { a. o { o Ic -'f Oj { { _1 `n r 0;-- L-J L-J I r { C�Q 0 rQ ( N `�� - - \ �' IL - , ��A5.6/1 Q I \ �i' �,- �p I �` ( O / 9 I { o I� A A5.6/1 A5.7/1 f' J / ��i ------- j A 7/2 A4.7,/2 A4.7/2 - - - \ � ) ci-'�, - - Pc B c�� ; TYPE "13 - - TYPE a - I T- - ___ - - _ ''O r 8 i 3' - = - - - - - - - - - mac- -- -� (-'- �- - o I T'(P�-E gI I 0j - - - - -�- -- j I F CON R E 1' E GRADE BEAM 0 - -A S E LINE- / i� /%/ /i%!!!� /i!!�/ / I I RE: STRUCTURE CV 7 I j 7 M (j=TS OF��- �,;� CONCRETE SLAB I �LIMITS OF FLOOR I ! I LIMIT OF OPENING ABOVE / CONTRE`�(E-SET_9 { I I I I L6- / <ol I i i LEASE LINE 4,_ 110' 0" 14'-0" i I 0II I j ! I I �4 -0 O o'1 4' 0 N �) 15'- . � 10'-6 I 3C'-0" 24'--6" I 22'-6" I I L ! r ` I , I ( ' 1, 1, - -- j I ;n i I -Q" I '-6%-9 6 - i 5'-0'' 30'-0" 10'-0' �; 1 5'-6 .30'-0 30'-0 15'-8' fi { 11 CONCRETE GRADE !BEAM I I I I I I T r TENANT j RE. STRUCTURE / I I DIRECTORY ! I _ EXPANSION JOINT I EASE i / I J _ (N.L�.7 J I 103'. 0 T ! a I @ STRUCTURE ABOV''- SPACE ' 104'-6" I ( �I 3 Q j -+ - 101 . o TENANT- 0 103'-0" ----- 1 I J LEASE - SPACE ' I I A4.7/1 w I I! I - I I I I i r I B1 ; 81 B1 I - B1 ! / I T P'. i 81 ! B1 EXPANSION JOINT U.N. !. I I I I !" I I i @STRUCTURE ABOVE I � I• - �,� I I ,, f ,; I i i 1 I �;� COURT J� A4.1/2 -LIMIT OF ; J ; LIMIT OF I (P; DUCTWORK @ / ! J C-� ! �'-rl„ I DUCTWORK @ A4.1/2 / s^ i 12 -6 A.F.r.r I 1 ,Tj 12._0 , I _ ��'� A8.3 8 12'-6" A.F.F. I I SHOWN DASHED (� I 56 -0 I 2' 0 �! � I / SHOWN DASHED f ' STAIR #5 EXPANSION JOINT 60 n I I oo �_ i I ! I ( f @ PARTITION E. A8.3/8 I �, I I I I 1� 44 1) I �CPANSION JOINT I i @ PARTITION [BRACED FRAME i' j I i ! I A8�5/5� I SIM: A3.9/21 I RE: A3.9/21 Ej I RE: STRUCTURE I � I J F ! I , I i ! / f -1 ! I / BRACED FRAMES EXPANSION JOINT Y RE: STR�JCTURE @ EXTERIOR WALL = RE: A9.1 /4 f / cD _ r Lo I A4.1/1 TYP. j� J A8.,- 9 ; A8 5/9 I I ! AAA I it �� A4.1/1 TYP. t - RAMP i ��, 4 OPP.HD. I / ///// / // / /' / / uP j / DOWNTV I ,17 A l r' � 5 -o RAMP: D� : I -� ._ _. �� ? ! I EXIT PASSAGEWAY 145 I I Al j 145A I 143 11 I Al =A. I j 1 12 I v: -- 1 /-! I. _ 1.. ; 1 I EXIT PAS AGEWAY 143 I 60 -'t L145B 1�_� ! �A9.1/5 j I�A&3/7/ f j c• z L. L. FIN. FLn". i� _ j I `_ �� lA�,9a1/3 j - `o J cc� O 1 EXPANSION JOINT i I o gam- 13' I cCn- , I - i i VIAND 103'-o,, _ '5o.5o' I }- LL @ EXTERIOR WALL ; I ALTERNATE NO. 7C I I I = w o m - . I I ' . G;w� I ] I r, - J 0 �_ _!L , I r r I cpnrv�� - I! - o I PROVIDE ! Q I ALTERNATE NO. 7C - RE: A9.1/6 A TEMPORARY o c> m r �� w w -' I 1 N r3'-1 I 1'-6" i l i i { ! - -� i I (i ENCLOSURE WALL n o V) a CD a- PROVIDE A TEMPORARY j Qm I > L5 - - 6v> RE: A6.4/3 cos ; I IV ENCLOSURE WALL I j ! L� �m LC� o m ! ! A5.2/1 !I I cn 2'_0"%�" 28'-0" i 28'-0" % 2'-0" `� _I 19'-0' I. '-4 I -0' I 22'-0 cn L o i J ! c� 11'-11 1 2 30' 2 -0" 8- I _4 ! „ `.F i RE: A6.4/3 o o � _j o z L iI i _ w� _I W0 � � -+ # ! I �I' �r 30'-�J 15'-Q _ 60'; % -_ i i 5'-0" i, 3U'-Q" 8 _ n w i71 � � 1 _3w� Lm n 12 ,D13 1 66 (J7 17.5 19.5 20 21 LIMITS OF BENTONITE j LIMITS OF TYPICAL ` WATERPROOFING SYSTEM UNDERSLAr3 BELOW MALL FLOOR CONSTRUCTION 140'-0'' 160'-0'' SLAB (SEE NOTE 13 -- _ (SEE NOTE 13 FOR EXCEPTIONS) FOR EXCEPTIONS) 93'-9 i/'2" TO BREAK 30Q'-0" L 31 -0" 0 SOUTH FACE OF AT MALT_ BUILDING i I LA D'S LOADING DOCK a ` LIMITS OF BENTONITE LIMITS OF BITUTHENE - WATERPROOFING SYSTEM WATERPROOFING SYSTEM @ I A5.2/2 @ BELOW GRADE RETAINING J BELOW GRADE RETAINING WALLS (SEE NOTE 13 FOR WALLS (SEE NOTE 13 FOR EXCEPTIONS) EXCEPTIONS) LOWER LEVEL FLOOR PLAN -- PART "3" N RTC NORTH � SCALE:: 1/16" = 1'--0„ TRUE PLAN 0 F - - J. C. �PENNEY � �? J V) � I z x Q z I O f: C) z V) W Q > C/") ED z -� z �. I j I J�J I ; + SHEET. j A2.4 l .JOB N;O.. ' 9303 r DATE. 3/21 /9 4 I 0 11 11 19 TRUE PLAN 11 i � N 3'-6" 1 9 2'-8" 2'-8" ,�-� 2'-8" - EXPANSION JOINT _60 M SIM: A9.1/5 a 136I3 136 136 1136 r; i i I 00 _ LOWER LEVEL FLOOR PLAN - PART ►►ctl SCALE: 1/16" = 1'-O" SEARS PENNE �� ar ! I L tP RISIAN PERMISSIBLE BUILDING AREA KEY PLAN NOT TO SCALE Q z d o z o ry z n t �Q W O �-7 O SHEET: A2.5 JOB NOt: 9303 DATE: 3/21/94 _.. o, iJ O. cv iri "3 z w w L J , 1 2 2.5 3.5 4. 4.4 114'-6" + I I 30'-0" I 15'-0'' I 30'-0" I 15'-0'' 110'-8" 1 19'-411 I 30'-0" ` 111 E.J. 13'-0'' I ' I FACE OF MALL 34'-9" i j ? 5'-0" I 1 19'-01, 29'7-9" BUILDING, i !� 8-0 8-0 ��8'-0'I I I I FACE OF I I DEPT. STORE 0 I T) N I� Q Ln NO Ln Q T i EXPANSION JOINT SIM. A9.1/5 5'-6" CLEAR FROM - FACE OF DEPT. In STORE TO FACE OF I GYP. BD. PARTITION i I N STAIR #2 101, l08 Q � l 30'-0" 30' --0" i 1 18'-0" TO FACE I I j i OF DEPT. STORE 2•-O"-- f` i, 28'-0 I. 28'-0'' 2'-0" 2/.1 0/94 ". A 3/21 /94 SHEET NOTES 12 , 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES "ff 30' -0 I INFORMATION. I 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. 5. REFER TO SHEET A2.9, A2.10, A2.11, A2.12, A2.13, AND A2.14 FOR FI R t-i INN P! �nl 6. REFER TO SHEET 1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ENTRY PLANS. i REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 -8 OR REFLECTED CEILING PLANS. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. 10. REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. - 11.ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, WITH EXCEPTION OF PARTITION TYPE B2, (DEMISING PARTITIONS), WHICH ARE DIMENSIONED TO CENTERLINE OF PARTITION. ir I , I co I _ � cry I M r I � 9 _ _RS A5.1.0/3 L1 A6..3/1 EXIT PASS GEj`NAY 08 s, v A2 I v®� ; �, SIM, I l �J . . `� 9 = -- -- - - fi-- f I ALTERNATE NQ. 7B -9 I I < w Ll - P PROVIDE A TEMPORARY I I C. %A'e ; - > W �� o ENCLOSURE W ALL I w CD w FQ U. L. FIN. FLR. I RE: A6.4/3 ; (ov) 0z o V) H.V.A.C.HASE J. I Q d - Ll Ll N- I I I DATUM 123'-6" = 71.0�' i w 0 w t- - \ \ - - ' ( i 1 I I t C�J U� CO , I o� -� o I I Ll I I i I L1 1 I �, 4M Qw "- EXPANSION JOINT 1 - ri'-0 EXIT I `� cn `� o c -j .� PASSAGEWAY I I ! , 4 8" i A5.10/5 I F A8.3%/ VERSE 21 l _I o i / I 0 QIL ; AB.5/9 R_VER EI A8.5/9 OPP.H . i I i ' I IJ Q._�._.®_.___. _ REV. A2 x EXIT PASSAGEWAY 210 1210 1 I I i w I 211 A I 1 12 A2 - __ _ _ _ _ r - O O , -- I - - - _ = 82 A2 0 0 o A4.1 /1 I G o o - f I FIRE VALVT CABINET I (OU of 1 r Q Q TYP. FIRE EXTI GUISHER CABINET I I Q w?� Q c I BRACE FRAME J o o Q- �,� a o a_ BRACED r FRAME i o I 1 I RE: ST UCTURE, ud O r o o f- o RE: STRUCTURE Ln 1, `o w- I �� N I Q0 01 rr0 SIM. ' ; voo A6.3. n�V)v I I I ' I 123'-6" „ II IC� N B2 B2 B2 82 B2 B2-� 122. -0 I i I• I, � I � � � 82 � i - � � B2 2 I T -- - - - - - -- - - _-.- --- - - -- T I I OPEN I I - --- -- - --- - - - 1 TENANT �I TENANT A4.1/2 �A4.1/2 A5.8/5 I - BELOW I ( A5.8/5 I LEASE SIM. I I LEASE I. ALTERNATE NO, 7A TYP. TYP. { N SIM. PROVIDE A TEMPORARY SPACE I o I SPACE I _ ENCLOSURE WALL = I I i I I RE: A6.4/3 - _ 611 4i_5,1 4'-0" 5'-0" 2'-0" I 2'-0" i A8.3/10 N I '-6" 25'-9" 3i-9'�6'-6" 8'-6" 15'-0" 1 01) ; 10'-7" I ; 8'-0" 30'-0'' 15'-0" 15'-0'' 25'-0" 15'-0" 14'-0" I� 2 -0" I 14'-0" 15'-0" -6' 20'-01, 14'_�" 3'-011 ' $ 511 II II I + = A4.7/2 LEASE LINE ; 19'-2 �:4'-5 fi _ _ I fi r ( I I m ; TYPE B� o ' _ o ,� - 1 I1711 I I ---- - _ I r - - --- - --/ I _ _ - . In Ln - `n I I A8.4/1 t i /- - - - - - - - -, c� = _--------J7 A4.7/'�---�I \ t`Qcn ¢cn I n -� ,��` q I - 1 v!) N N TYPE I,BI, �� Lr -- ------ I ---- - ---- ---- _ WALL HUNG(RECTORY I -- - 0 - Q0 - `n � I o o A4.7/1 A9.3 14 I a) (N.I.C.) I 0 _ < I I / PLANTERS ? oo I I c9 �, ¢ ( c\I TYP. U.N.O. I TYP A3.9/14 ! Q v) LANDSCAPE i N I d I ,T - - . t I a I ' ► N r 6, 611 �, \ a a II ESCALATOR - T A5.8 4 6'-6"0'-6" ; A5.8/4 i �O Q N L o I Y OPEN TO BELOW �� I �; _1 I OPEN Z_ r L 0 0 M OPEN TO N I % I � , TO =,r. o 0 0 I N -- -- cv _ 16 -9 1 2 6 -9 1 2 I „ � .I � - � Z .- `®,.�' `" ) BELOW. � .... � ..� � N A5.5/1, A5.5/2 I / II �I ,� 8EI1JW �� I 0 N u- A5.5/l 18'-6" 00 "; 18'-7 7/8" ; 28'-0 3/4" ; 15'-7 5/8 P-5" 7'-5"�� 13'-0" `� 49'-2" 13'-0" 7'-5' 49'-9 1/2" 13' 0 , 13' 0 �0'-2 1/2 fl ao +-� lop, ' 1 7'-5" OPEN TO I BEL W Q %� �o�� aw ie 0 I 'V p8.319 REA RS / I ,�47 QN. a a r°N i J WALL HUNG ` �� co _ o I o p o A8.5 10 _ WALL HUNG o = ' # Ln PLANTERS n 1 A.7/1 1 OPP. H. LANDSCAPE PLANTERS I 0 c0 �� - - �, RE: A3.9/14 N A8.5/9 I HE: A_3. r� I TYP. U.N.O. 1 ,. - - - a' REVERSE TYP. o a' n �-r- - ----- T--------r - ----/--- --- ---� -- j L03A -- - --� -- -- - co - I ! - - - - - I 1 elf -lam ( - - - - - o --- �n I I ----- - - FIRE VALVE CAB NET o - ' FIRE VALVE CABINET o N Q� Q� co' I FIRE EXT. CABINET A 7/2 _i A4.7/2 I , t7� 123'-6 LEASE LINE _ I © I FIR+= EXTINGUISHER LEASE LINE T' - LEASE LINE it Q.cn I22'-0" TYPE "B" I TYPE "B" CABINET I LEASE T I I c� I TENANT 82 82 I B2 SPACE B2 I B2 B2 A2 82 I B2 82 AZ B2 LEASE 82 I ( _ SPACE I � � N 4 -5„ ' 11 4'-5" 3'-0" N 2'-0 - 6-� ru a -7, a li u 0� �'-6 CLEAR FROM 25'-7" 30'-0" �- 7_, 29'-0" 28'-0" ,� 20'-0" 10'-0" I 12'-0" 11 18'-0" �SO' 0" 5'-o I 16'-8 -4 10'-C 20'-0 FACE OF DEPT. STORE TO FACE OF GYP. _ _ I I o < BD. PARTITION ca - i N STAIR 1 SPRINKLER ROOM A4.1 2 L0 N A8.5 1 106 206 A4.1 /2 I / r , I A8.3 10 Q ... TYP. I I TYP. H.V.A.C. C ASE ,I Q o 7/gly,,. 13'-2 i1410j - `� H.V.A.1 . CHASE ; w - +� � �- - --? �ANITARY,PIPING SHALL MOP I I 4 1 NOT BE INSTALLED BY � I 1" EXPANSION JOINT - JANITOR CLOSET - - �_ I 19'-3 --y� 10 0 r W E - TENANT BELOW UPPER = N _ �� SINK 2Q5'' I I BRACED rRAME ��I �III A4.1/1 I A4.1/1 RE: STRUCTURE �� LEVEL r FLOOR SLAB AT cc,_ �' BRACED FRAME _ CROSS -HATCHED AREAS N 1 I r RE: STRUCTURE TYP. A Ll'I� L1 . "�' - (ELEC. ROOM OCCURS BELOW) i w 206\ 205 I EXIT PASSAGEWAY 0 A2 r �, RAMP OWfN 2 rA2 T _ --- --- -h J I N1 IN - - 204 204E 204A , - `r'lATER HEATER 'PJ/6'' J. A8SI THICK CONC. PAD SIM. N� Qin R OM ELECTRIC I (D �0 202 - Q �! SERVICE EXPANSION JOINT A5.2/1 ELEVATOR #1 Q I STAIR #3 SIM: A9.1/5 r L0 N 0 111 E.J. 4'-- PERMISSIBLE 146 A6.2/1 , 8'-4 10'-0 I 13'-3 I - ---fj BUILDING AERA I � EXIT SIM. co � � i �! � PASSAGEWAY UPPER - - LEVEL � �---RETAINING WALL L 28'-8" 21'-2 1/2'' i 21 2' - 8 " ---_ 49' -10 1/2'' Go 93'-9 1/2'' TO SOUTH FACE OF PARISIAN _ UPPER LEVEL FLOOR PLAN - PART I?Att NORY�i Ni7RTi°i � SCALE: 1/16" = 1'-0" TRUE PLAN 00 3 E w [w_ r, i I � _. . J -� • C. n SEARS PENNE -i 7 r H �a M Lo _ _ J PARISIAN °' r j ® _j PERMISSIBLE BUILDING AREA L.. r J KEY PLAN NOT TO SCALE V) 09 z X z 0 U 4 z 0 LLJ LLJ z z Q __j� I Em-1 E I ` I r SHEET:` ' ; A21,61 JOB NO.:- 9303 DATE: ; 3/21 /9 4 0 0 0 0 11 0 0 = - `t , N .5 c+ 1 �L 0 a =- a - ,.il 2 C L ,7 ; j L cc •• W J; w }- r- I .j 0 L . " I. _ - ___ __ - _ -. . _ --_ T_ - _ �. < , ..n .. », -. ( ) 23 24 "24.5 25 26 ! I '; I I I II I 196'-0" TO I I \- I_-; ,�!!-..__ NORTH FACE I ; I I I OF JC PENNEY 70'-5'' I ! I�' E.J1 I I ! 30'-/ 1, ! J �, II 1 11"I � \ I - , 3 -0 I ! o r _ ! 18 -o I ! 10 -5 27 -0 I 13 -3 1/2 16 -8 1/2 1 �- I ; ? o -8 1/�" i 13 -3 1/2 I 1 13 -10' 13 -2 I 10'�5" ! 18 -6 I I 21'-1 1 ;' E.J I 8'-0" I I - -- it 1 Ili', ��- ;,-_3„ fi �� - rr f v r(` -� \-31 # \ ��- - ��- .+� - f , - - �- ; o = f - \ ! ,ti I I I -.� ! I i I ! 6'-3' 0'-4 1 2 I 1 Lri !1,-1 - < I I II` 1 BRACED FRAM ! 19'-7 I I, I I i 1J,_o1, 11,Qn I I II c}- " r O! O d-r v ' ° i' VJ /_ _ L_ BRA�EDI r RAME \ -�, z ¢ ! '' � 1-1 ! - ff; A i I ' I � � I ' c� G r. , x 1 I I I ! _. ------------ IIN a ' ! IRE. �TR;UCUTRE ! 244A 24d6 244C 44D LRE: STRUC!JTRE `�'- I �`' 4'-0 1/211 9'-3" ! 11'� 3 !1 3'-0' - I z r I ! 1 I I �h - 1 2r I ! ; 2 u� I I Qcn r r rf.F _ I _ _ II - - ,- _ ! I jt �- - ` L� - ! I .1 I I I I ! `�` r/ \ -I I �r ( 1 I ! ! ! j I i I I I I a i I I ' I i ! j ( �244! ! \ STISULE ' 244 ! 11 I I I I J A 2/1- ! 4'-0"! t i 4'-0, I I I ! I I r' I I I--- --- t ✓\. ,� - I _ 1 44J j I o (GIt�_ ` i I � I ! ' ' I s � a �. I r 7 I I ; I I ! ! I I `--'� _ J, _ ! _ -� _ _- ! 1 TENANT n , \ \\I - ! �� I ! I I -(_ _ ; I c� ��C r r A ., � s _ �/K .1/2 TENANTTF,t_ -- ! � I I I I ! I v ! +_rASI= �_ , LEASE , I A l 1 i I I i ! ! I -' I -' -- 1 1" E. J. ,, I ��- I �l r / N I SPACE \✓ SPACE I I I r I I I I I _ I � ,' 3 'y ! _8 ! I \� P21 4F44G 244H1 TEN. LEASE SPACE i I !i ! 235A z/�` 82i i 1�,- - -- I i\\ - 236 ! w W (1'-0" / 1 I _/ I i� I I I I 56'-8" 13 1 9„ 1,1 E.J.Il y lV I. I �I I 1 ' i ! ! I.l z / _ I I// I I PUBLIC CORRIDOR I I -I + r o ; I I �! , . ! i I 1 ! � .R 243A \ _ I r 11 'o \\ , R, / I ; 245 ! I I ! I I I 1 1'- (N.+J�/�'JI I '''- . - i I - 1 1 ' I a . -I - �- - -T / 1! I I I \' j -' - I ; -! ! 7I ' I 1. C I I ! J I d2A ) - -= `; -� i >= � ' ! \ _ _7(1c l - \ - I I I °° _c$ j I A6.1/3 I i I ' I UPPER 232 I `L37A I I o � ii j; ,p , C A Z I try SItA. I j (N. 1. y I r I \ 24O I I i i � I - !\` I I ( W i I - 1 1 ! I _ i i n'-i j G'- _ O1 ! 230 ! 1 2 I1 2'-0 1 I k I A82/3 I I ! I 6'-21,! 9'-10" I �J - - EXPAN ION JOINT ! I j o ! o J i <f (o ! I ! 1 -- I I I ! I Ln 378) �' 19 10" 6'-� \ 8'-\ \�- ! /; ! �,� ; - ( ; _ ! _ S1M: A9 1 5 - t I ! I 'I ' / ,LEVEL 241 O I ,1 I _ T t7 f-.�-,�- �- _ /_L\ i i Sri ), J I i 1 Q 1 I 2�1 \ I / I I / j\r// i c01 <[ ! I 1 I �I I , -, �# ! { I I 240 I ,, A4.7/21 �,g I { g,1 I 5'-7 ! I 2' \ j EXPANSION JOINT ! �I ! tl ! Ao.1/3 ! 229A 228 .,' I ! \ , i �i% _ -0' SIM: A9.1/5 I .� I �� / ! j A8.5/4 I ! - I. OPPAD< ! 1 ! A4.7/21 j -_- j ; 248C A8.5/6 I I I _ " _ _ I I I 2286 t ` DIRECTORY ! C!M. %� ! v '1{ \ i I ! i 1 1 p Q (D9 1 3 Q. 1 4 { 1. I � I 12.6 \ 1 i I ! ( __ II II 1 i I I I� 1 236'-0" TO I 1 ; I I I SOUTH FACE V1 " E., . I 1 ! 65'-5" I . .0 ! I ' I i OF SEARS I 14'-7 7/8" 1 30'-0" I 21'-0'1 1 19' "0" I 1 25'4 1/811 30'-O" -,F-: ' r 1 E. v I ' I 38' - 6" I 1 30'-01, 1a_1n 3,_nn ill 11 JJ 1 6 16.4 (Do (�o 18.8a 19.9 2 0 ! ! I I I `n0I 1 l I i \ I < i I J I 1 I I ; I ) I ! I i I I 369'-0" I i 261_�„ ! j I 37'-0" IJ I 28'--6" j 1; 37'-0" I '-r I I ! 41_0„ I t II 'I ' 3�'-(J" \\4'-0 26'-0" \5_8'�, 18'-8" 8"II 26'-0" II 1 (�1, , �Ii. It 11 itl 1 r I Q n2l 21.6 22 22.2 2.4 ( I 1 I I I i I I \_ I ! I I I { T- _ I 6I, 1 I iW-91, J i 38'-0 ! I !r I i I 30'-p" I I 30' O" I 11 30'-O" A7.2/1 -1 I _0„ 1 11 II I'i II 1 I I 11 SHEET NOTES : 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. 5. REFER TO SHEET A2.9, A2.10, A2.11, A2.12, A2.13, AND A2.14 FOR FLOOR FI I S. 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE E COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENL GED ENTRY PLANS. e�. . REFER TO SHEET A.3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 OR REFLECTED CEILING PLANS. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. I0.REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. 11.ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, WITH EXCEPTION OF PARTITION TYPE B2, (DEMISING PARTITIONS), WHICH ARE DIMENSIONED TO CENTERLINE OF PARTITION. CFOOD COURT TENANT STOREFRONTS (REFER TO A4.7/20 AND A STRUCTURAL DRAWINGS). TYPICAL AT ALL TENANTS VC1 THROUGH VC12 AND J1 (SEE A4.6). J Q_11�__ '�-;- � _�_ T- --;`�!/- r �N.I.C.7 7I�N 249A,- PIPING .HALL NOT BE _ --- ..= c�J! - _ \- PIPING SHALLi NOT BE !�! t ( i _� IC'I-6 I , , \ \\ \ � ! of I ! �! �Imo! - - ! 0 1 i A � �� _ t' - - - \ . ` \�� \ I J j j I I INSTALLED BY TENANTS I - - --- r f IAA _ A/ , �- , :, A4. //21 . A! 1 : - ! i \ 2 JBLiC _ ��.� : 1 - _= \ __;'_ �V ', BELOVi UPPEP LEVEL 2_5A CORRIIDOR'P3 i'a t _ �I 1A2 ! rnl I B -VEL `rT 253E INSTALLED B TENANTS i I I - -r -- ' - F ' I - SIM. /� s - - - - - A ! _= -=i! h LAq�AT OS . I - I +,� I --= i ( 2_oA 0" r �y " �\� '_ �- 4 - , -'fi x-�`� CROSS- S ! - __ �\ ! - \ ; , \'. MAINTENANCE ! I r�00�IHED AR AS (ELEC. i r r r j i 0 MAINTE 248$ ! - I \., ! I 1 i - HATCHED AREAS (ELEC. i 220 (, \ 'T, I I i!�11T5 OF -$ I I \ �' +� OCCURS BE+ OUJ 1 I ROOIA OCCURS BELOW I �� F 4 -� �� CONC. SLAB i ! I ) r! _ i ` ! ) I I- - -- Q \ g2 0 \C-- ' ! J I IMITS OF = I .�,�' g 48 I I 31'-0' i i STAIR6 - i ! I N i ' 1 I 727A cL. A2 " '� 1 j .J I r\ 1 ! W- I ! I ! ! I, I - -811� 1 i !�%� ! -i CONIC. SLAB �N i ! : v � . I �� I I cv I ! 127 I `v ._.., I I - ; ; STAIR 4 1"-2" 2?__ 1 %<1;f I i\ _ �nj_: iI 270AI i i t I I 1 ! 1 - i ! w ! /, I - RETAINING 1 I � ., {i � �I �I �,, I 62 i ;: A2 I c JANITOR ; � 1 � ! ! I I o I 7 �r+t ! I/ �,r cv' J I �\ c� ! I ! CLOSET J I I I 1 - I I 1 _� � � - I 223 { / HALL BELOW LdI Lo Q A of I 1 1 I ! EXIT PASSAGEWAY I I i = ' 1 P') 1 1 A6.3/1 i 14A I �, , ! 217A I Y , .' % I i �! J z \ v I \I -4 L _ 2511A I I 252 I I ! -It \\ I ! 253 I i _ I S I M. I L I ! I/' N I I \ I ( r 1\" I�� 1 \\\ I !_J ( I I ' _\� T _ ! \ I i LII -- ! -2 Al - i �� A ----- -'- -�-' -- - -- --- ------ AV�V� �_ �� - 24-I - ! 1 i� i--! ! - 4 _ _\ (/ - r i 215 214C I- 227A 7\ - - r � �\ \ ._ „ - -- - - - i \ r - - - - _ _ I� - J - - - - - _ - - I / SPRINKLER ROOM I r ALTERNATE N0.7B I -6' ! o 1 o { x PROVIDE A� �21 CAR.. 11'-0 i 82 , g To,1! 1 - : Z 0 !-- -- r'r'q ,: 9 -q11 1,-v', _6 ? 3 -o {1 252 2518 SPRINK I ! . I i � r i �- A8.3/101 - \ , ,- J -- ,i' T- -f -- - I 255 555 `z I -i- - �- `! I - TE.... D 2ARY\ I ; \ � - , . �_ ��, ,�� I ,, I I! Q ° � � � � ! - � _ C - - - 1 - - I � --- I >- I cNCLO�URE WALL i` a i- - - - ! \ 2S9A' ! I '� - I I, J! -� �247A '� J - \ G I I� jV � ' j -, D �' - - - - _ I ! f E AY \ H.V.A.C. .V.A.� . I ! I n- I U ar A4. 7/3 2 A4. 7/2 A8. 10 '0 1 \ 248 H V.A. C. a, j I -- ! _ RE:A6.4 3 EXIT PASSAGE rzAV oN I I EXIT f PASSAGEWAY I ` i 7 I -I I 2 4 I Jj I , CHASE I l_ � �2 I �< ! I ; o 1 I I ; I CLI � � TY @ I TYP. ! i " j RAM D 4UN z:�i' ' CHASE i 't ; A6;3/1 254 -� of _ i ! I r 1 r I SPRINKLER T . �. I ' I �j �! COURT I �� I Ld �1 :.T.2 9 ;'I� SERVICE ` ! SI{ ! I �, i �;1 ( EXIT PASSAGEWAY 2168 I ROOM cn D E IATOR #3 256A - I I I I = I� I .n ! j 215 ! i c,. °".oi ) v ! I ! ! �- _ _ _ I I 1 I - r \ - FACE OF DEPT. S (ORE 1 I ply o� 211 I cow \ { !L I oI A2 B\2 ! '"' \.,! 8.10/11D I g2 ��j ! _/ c EXIT r \ I ! IT4 �\ 1 i it w I ! PASSAGEWAY _ :1 SER /ICE X - I i 'T''I - 5'- 1 1'I r ! O I! - ALTERNJATE N0. 7D I I!L_ �C v) 2 r. o I I LI I I _ I l� 6" �'-313/ a� ELE>/ATOR2 I � r A2 \ '�-�t,y, ! 15'- 17/8' 1 -.�\ 4 7/81'-j-r--.fl._4 1/4 PA�SAGENAY I I _ _'� 1,_g" �,•_ •-1 I s' I '� I 251 - PROVIDE A TEMPORARY I ! i - I� - ..r.. i.�_. ( I =< r1 ! Z „ 4 1/4" �, 4 7/8' I 1 I n' _ = ROOF ACCESS LADD R 217 13-5I7/16" + 1'-0' j i '' A4.7/3 o i ! 15' _ 2" ( A9.3/14 A9.3/14 i 19, :0 0 , I i ?'-O" u_ 'I 3' _5 7/161' ! o -6', 6' 31' i !I 10, 5 .,/8 1 " E.J.! ENCLOSURE 'HALL 1 \ � G 1 ! E. I I r , ,+�J -j I A ,� ,_._ � ELECTRIC F RE. A8.9/12 ! �I r�- /1f Lf 5'-0 9/16 I ` 4 /4" ROOM F ! I ' . - Q -! I I A2 , �. ! I _ I 1 \ J ` r" � ! 1 ! �� ,�E: A6.4/3 1 I (ROOF HATCH .A80V) EXIT 5; Rn 9/10' . ! I FOP. @ �+'_c,l' o' o j 1 AA E H - r T _ I PASSA�EV'JAY x.-_ _ �� 1 OD i� j ri I / �.� \! A2 j-1 5 3,8" 256 _r -; -- - - ! v ! E.J. PARTITION o - � r - I COURT U _'� >- I 11, -I -r -,3 ! I L ice' -� A2 . i ! 218 A2 ca I I =. I I ELECTRIC - - ! RE: A3.�J/21 _ F 16 L� i I ! �_ i `J -' A2 o, o - ! j `' I i B2 I I I I - j I, I; ! ! 2 I' ROOM H - 1 1 ! , /A2 J \\ I ��QD C�U�r _' j U I EXIT PASSAGE`/AY o �lATER rIEAT1. W/ -- `\ - I I I I �- ! 01 a -I ELECTRIC I 1 � 6" THICK CONC. ! �i 212A I I! ROOM I I ! 182 0 ! i ! �� U. L. FIN. FLft. 182 o I 256A 258 - , I I I I i sr) PAD RE: MECH. �I' �11 -! I IB\2 00 i i oATU�e i I ; EXIT PASSAGEWAY ! SIN' 257 I - I I I o j E.J. @ PARTITION) �_,� ii (� A2 216 I I N i 1 " ! t 20'-6" = 68.00' I 111. ! I C i \ A2 �' I �I I 1 ! SIM: A3.9/21 � �Z A2� �\ ! I \ 5'-11 7/16"j I ! „ I ! �I 250 AITOR \! F A2 a! 1\ %" J I ,IJ I ! to i MOP SINK! ! �/�1,11 4 !/ 4'-9 5/811 3'-3" i '0'-9 9/16 I A8.10 1 3 ?1 \__- 0'�! -- 0�-9 9/'6"I -- - CLOSET57 = I = I = -� G ! ! i `r i 41/4"!! 5'-6�! _ {/ i I I '( ,� i 5.8/E� I� } 5.8%f j /-\ 1 A2 ' � - E.J. RE. I ;� �i 1 JANITOR 6 I I �I 7/16" ! NJATER ; (D HATER 3.9/24 - C'LOSET ' , ' ! TENANT 1/6" THICK CONC. c° �J! 00-i r A ! n �I ' TENANIT I I I I A4.7/3 _ L0 A4.7/3! I I I 11i C ,-_ � i I ! I I 212 - !2'-7 3/41' � ! 4'-3 7/8'J -, LEASE I i I Q I 1 I I 'T - BRACED FRAME qq�' 1 I{ ! ! i -�, '' I 1 LEASE PAD -RE: MECH. I r - �, i A8.3 10 i 82 i _! D I ` g2 �,I A8.3/10 �' _ RE: STRUCTURE .�, a ! \; I\� -- PACE _ I \ - T I 9 i / - ' -- --- -- -- !I SPACE - - 1 - -- - i 1 ! ! I 1 �` I _ I EXIT ! I p' I E.J. @PARTITION �0 - 1 r 122'-0 1 _1 ? I i -- 119'=-0" I I RE: A3.9/21 PAS�AG��/AY ++�. t ) \ ! A4.1/2 ( j I I I EXPANSION JOINT ! {,120'- �, I (I I -�-- II ( i i 1 I RE: A3.9/2n. �- 6" ! 213 \ �� I I \ t n 1 / ' !! TYP. - I r I { �- -�--) �: r -_ ,_ 82 r- IBJ 82 B2 82 62 82 -9" I - oJ 24'-G" 1 -!', 30,_ II 62 ,,_, �11 �3, ! i 18'-11 .; I I u> f ! �J' I I I I i � I J I II l 16' 6 3' ? h I 2 c 3" 5' 0 9' 0 3' 1 t �, � I � ,� , ,� 1 . ! +✓' -. _ 3 6" i1 2.�' 6" ! �0 ,I o , 8, 411 3C, 011 I i I �� 0' -- -- - -- _ - - - ---- -- ------ - I I I -1 Ir' - { !1 I ! o! \ i I ; 2'-811 - o I I fi I , 1 {1 0 I - ! �; - ! I LEASE LINE n II ! ! i I / \, .� \ I I - - �! I I = A8.5 10 I { 82 I 82 I , j I <t, /_� ` \ I ! I 1 j i 62 -I A21 r -r-{_] p"d\ LEASE _ ! JE ! I (a I i I o \ OPP.HD. I = I� ! 9 _ / l � - ! ` ; 1 ! I ,-) ! .o II A8 4/2 ! I �I.11 - ?" 1 11 111 ' -1 / 1 i \ -1 \ \ I iI'll I ! i I I i I I ----- { { j 1�I J I \ I\ ply+ !j�� "` i� / i : '\ 's ,/--\ -�-\ �.� ! ��_\__ '- -j\ I COI I ( I _� -- -- - ----. -- Rom - _ -------- --- __ ----- `-\- LL�`J'y�/ ./ I i \ - \ 1�'' i�\ \L'ti'' �r I --- - F �------I -.-- ------ -- -.---- --- ��. _ ; = I /, ! I I I !! 2t3A I I ! ! \ i \ -i l j ! I _ I I : oI 1 o i ! ') I ! i o -- A ?/?? I o! I I o i \ i I �� / a I "' i a LANDSCAPE o A4.7/1 A? ?/? - A3.9 18 ! 1 k..., ___F/\ 1 j _ 1 r �1 I �I LANDSCAPE-i--r\, . c� { II ! ~ I'° % i� /7 ! � I j I \/ ' I 1 T'fP. _ L. - - . vI I I II- E.J. RE: A3.9/24 ! I ; a{a��4 __ ai° I O! �,; U.N.0.! �I 1 N) ! I ' \ , ^ ! _� w o w 1 _ !I ! - _. -- -:-°- \ _ 7- _`-v-+T 1 I - ! i. _ `! w _ a a , _ - _ !! I , I 1 it i I 111 , 1 , Ii , \ , " 1 I: 1 1, 1 ! I ! / \ / I \ % - I 4 / I -5 3/4 15' i ./411 w 5,i �9,2:1 5' 'S' - =/4 ;9'-5 3/4 I i ! , 1\ / \ i / \ _ �'- 1 ! ! -1 �� O� \ /7a ! 1 Z,I_7„! I \ -/II I ! (�! I O i \ ! \ .S j coI J i w C.; 0PE \ , " \/ r�1 \ O� _ ! F I -�. I �' \ <� I v / ,,� OPEN ' ! ? �0 ! ' NDSCAPE- ! \ o , ,P S I - ' I U; I J \ i OPEN TO i LANDS APE- - Z� TO J! i o ! - I \ � \ ! �� ' j 11 ; I I F C� o f OP N TO BELOW I I I ! i .� I r ! �r I 1 1 !{r _ .. T / i - \ \ _ ��j o ! I I i o! \ BELOW o' I I ) _�� \ ` _ - - E � o cn BELOW , ! I I N - _ _ ; , I I r�i I ! / BELOW ! j i ! o I c 0 < - - i / A5.5/2i A5.6/1 \ r 4 - 9 1 /2" - _ 2 J /2 ° i " `p o c>- '� ! C o ✓ " i '� i - - A5.6 1 A5.7 1 - i r ! ! J �\ '\\ I 1 �_ ! c',l ! ,� - I I { 8� 1/2' I I I I I / \ - Q ! 11 ! .( +DI N, .. I�!1 I 1, , 16'-5'' ! .I lam!-r,1 \ -Iv111 - J nr,- II I I i \ i 11 1 '_ ^11I 7'_ 11 -I_1! -1 „ -�J iil • �!I _ ,I;• _ ZJ „! I:,_ :I I .II �! II ,M 11 �("_ „ I - _ 1 �. t o �' - 9 : /7_7 \ ! 0 8i 3/T ! 6 1 f \ - :1 cv ! ; w 7 �: 13 0/ 0 1- - - - - -`> I r �' - 3/, 7' 6 0' 8 �/� -� \7 \ , \ 25'-9 1/Z i 3' 0 -5 I ° 5 01 d1, ! I! :2 � y --___ ___. -_._ - _. ../^.. ___ ,tl. � \ ,f r I -.-.._ __... .._.. � � / f ��C it / � -i . ..�. ./f - X�- � V I = i `u �` - - -�C- .. _. �-.. _ ..-. r/. if-'. / 1 _ �1 _- __- . y(.- _ \ � ,( - - _ -. _ __.. -/1 .. �/\ _ _ -. __. � -/\If _ _ _ _ _ - � I I i / \ / _ I ! �. O� \ 4, ! j i D// ! o i t,� - ! O t \,1 -4'-9 1%2" 71 �� I ! ! ! / -I �� ✓ : -9 II1. _ A I ; . �� Qom' 2!� \ A / \ \ 1 < > < I �I I ' r; i \ < > < > ! i = i ! � ! < R.D.P. CART 5\� 1 \ I I I ' I �'\ 4'--9 Ii �\ i \ , v\%/ \\ __ I �� I i "I! - ,/ `1. �' - - -- -- - fi - - - - - - IS- , U la a ,o a o o { .,J j I ! WALL HUNG--, :'.9 18 �Jv.l.r .l o o I � � \ - q i d = - -- - \ , �f �\ 1 / - I - W LL 'HUNG ! I -� `�../ o I ! I J�LANTERS ,� � , I ' �., ` j " N ° I / �I - A ! I A4T7/1 a . \ A4.7/1 cj a R.D.P. CARTS E.J. RE: -III PLANTERS o I RE. A3.9/14 - {P w! \ ��\ F i IANDSCAPE �,,i A3.9 24 - RE. A3.9/"14 ! .-1 ANDSCAPE I \ �%l �j ! of iN.i.0 / i I fll;I \ TYP.------U.NLO� i--------- ---- -- -- --- -- \ I / i -- - ---------------_ ) - TYP. - , --•� - -----, -- .- I 0� - �/ o-----------.�------- - --� -- I W ` Iy -- -s `` - - i - r`I = V �� j o' I WALL HUNG i / - -�; f - - � -- ____n1 � '- i /-- I I I o i o j \\ j ; PLANTERS / ! I a! ! / II G _� It II ;- LEASE LINE ' A \�� ) R(�.A3.9/14 \ / I ! I ;! ! ! I ! _ I - I I i \ \ / , i ! I !, I I _ I I i I I \ \\ \ / I i I I I I 1 ! -� 120 -6 ; j; / LEASE LILIES i i! 1! I` �I ! o! 1: I I ! qI I I ! I \\ �� 1 ' I // ! I ! ! II. I `�! I ! I ' 1 i' P1 `" I i ; I 1 't `� DIRECT ORY ''�` - ( , � ! I E.J. 24 �. ! ! I ! I _ A3.9/24 I J 1, � ! ! j I ; (N.!.C.) I I I I I� ! 4 I ! 00 I q i I I I II \ I I I, yiJ I i i 1 l IT ft I ' I -- , 30'-0" a 30'-0" I 30'-0" 22'-0" 8'-011! '9' 1/8" ! 10'-5 //81' �, 011 4'- 0" I -2" ! ?4'-0" , i5'-C" ! 0'-5 7/81'I 17'-0" =J 22 -0" i 30'-0" ! 30'-O' 29'-4' 1; _15,--11 = ! ; I - I-- i I _0'' I 4'-5_ ' ' 1' II I _ I - I I I I I) - _ 1 19 _- 0 ' I _ I I 1 1 F JJ 62 rL ASE 62 B2 !ENANT I! o I I (-i t \ ' I I i1 ►PEASE I I Iq _ of L�� r 1 I x. I RE. A3.9/24 1 I )PACE I j; \- j III I I SPACE !'' I { , ! I I r ! -' !' I I l) i II I' I I i 1� ! ' I w, I'1 v A4.7/1 I B2 I - 62 82 B2 I i I i j " A4.1 /2 I 'iI I j I ! , I q1 A4.1 2 1 1 __ !° TYP. I I L! II I _ (. ! i I of ;; ! U.N.O. �I ! I I ! i U 11 cvJi ! ! I 4 __G I ! ! I I I OPEN 1 r ! t I ! j I 1 i 1 I I -I Il) m! TO ( �°° I�' BL ! I ! I!1 I ! ! I 1 II I A8: 3 10 I I! ! 1 I f I r, II n l BELOW -�--- \I r ! I % I I / it j I I I I I I I 1 1 I I I ! v! � ti A8. 3/10 I I , 1 +I� I I. I _ STAIR 5 i � i ,r- ! - ! !. -- II ! �i I I I I I o I 111 ! 1I I I I I 41 ! 1 144 !I - ! 1 ! ! I I I I I i " I I I - I ! r! III I i I f 19 31 I , 0- 0" ;�� N3 i 1 A8.5/5 I) 14 41 ! I, ! ' ! �° i 3 s l j _ BRACED FRAME 1 -' I' - t li I I �~r - f`!'� C R. 41111 I.°�`��.. I I I = I I H.V.A.C. RE: STRUCTURE I I \ ��', ' I BRA ED FRAME H.V.A.C.-TI 1 ) x� I I I -,J I CHASE ' - I RE. �TRUCTURE�� CHASE , o ! S f I ' J 1 I ' ' I I. I I { U-) I I ! 1 I I A4.1 1 �' i m ! i I i I ;i j Lt - I j I I i - `� - I` I o ; E.J. RE: A3.9/?_4 it / 1 I e AR.3 `� I I A8 � 9 1 A4.1 1 _I 1 - A3.5 �� Q J-- I _! ! I A2 T, P. I L1- ��. L11r� i I` -1�2 SIM. 7 �2 I �" I OPP.HD. \ I ! I 1 I I t ! � C_ �A2 ! I ! 5/9 /�` 19$I _ I I '+i / - --- F __L_ ! 1 !1 1~ I I ! - __ - - -1 -- -- - - I =\ io RAMV R DOWN I ! , �69 _n (2� P DOUJN ! k1 _ - - - 15 ^\_ - G i 269 EXIT PASSAGEWAY !! j' ; ! / �V 8C L2 �6g I I E.J.+- q :r3 \ n > \EXIT CORRIDOR 1. ERE. A3.9/24 I <( �I �� 1 - IN --- 2 J 12 i 1 F-- i, , I I - � IN 1�_ 11 I; I6'-4", A&3/7 ;. - �, \ L. / 2 I 411 � Q z U. L. FIN. PLR. 1 cIM. -' t 1 - � a � I� 2688 268 I '�' LIJ 67G (_1 �� _ n ,I a it Z, - -� Y �ATI�IYt /f '- \ ��../ _ _ .._..� .r..� \� cv EXPANSION JOINT yl _0 ____ 9'----- __ �- 12a'-s" = ss.00 ' P.� IS AN �� EXPANSION ,JOINT i EXPANSION JOINT � � -I .,I r --� � I_J Q i , I z u ¢ SIM: A9.1 /5 I , '�" "�"�' ! r 8' -<i" @EXTERIOR WAIL _I I r2� SIM: A9.1/5 I �_R. �- vz� I ! -�� -4'I -0' 8'-^" 8'-4'' ;3 -4" I I IA acn o ! I ! I I C � o - - -- ! RE. A9. / n 1 '� . 1 -- i \ ! 1 6 �E ! ``i M 2 _011\a, 28'-0" �, "-- 11 1 J � p 81, _ 1 rXPANSlON JOINT ' � a s �, -0" L -0" Y c� a It .• � L. EXTERIOR WALL 11 ALT ERNiAi E NO. 7C ,,>- - ; ALTERNATE NO. 7C I -� " �" � P7� ROVIDE A TEMPORARY 5 I . . .1 ,�. c� I J r� r; u� SEARS RE: A9.1/6 PROVIDE A TEMPORARY - I ENCLOS!RE WALL «c� 1 c� o ENCLOSURE WALL `i in_111.11- . ;;!: \_ _ - JQi:� ; ,_`: , I RE: A6.4/3 1 % (IJ5 19.5 20 RE: A6.4/3 I I-iI'r�-*s f.1.1111''.... 1. . - 5 ll --- -- - - --- - - -- -- - T_ - �. ..� i I P9ISIAN -- - I L_�J 1 93'-9 1/2'' TC 8R�AK AT MALL BUILDING �_ 300'-0" �_ 43'--6" a i PERbI1SSIBl); A I Y 1� UPPER LEVEL FLOOR PLAN a- PART "B„ IC7fr i}-� NORTH U SCALE: 1/16" = 1'_O" TRUE PLAN! 'F BUILDING 1 I AREA . L - .v._. - J BEY RLAN NOT TO SCALE �J. C. I 1} 11 PE1\1NE I co J0L F�:;=> \� Ir .-, 7- po w (f) 09 0 z x Q +47 -4- J _q L_ w z 0 U ol G z (z w ( �� / W 0 W z 0 n n am . i b � I , 1 � Q4 J I -Am t14 4 I W ,W4-, O�,�+,,�� 4 . SHEET:' �2.7 JOB NO.: 9303 DATE: 3/21 /9 4 <K ,- ,il N. y ;` z s .. u w _j 0 0 0 11 0 0 ,FA 5 Q�6 27 29 30 �� Q(Q5 32 �32.3 33J I , 196'-0'' TO SOUTHI FACE OF JC PENNEY i "49'- 6' ! t _ a I I I _ 30'-0 30 0' i ' 1 A' -A 1 4' 8'-4 1 2'9 j 30'-0" i 50"-0'' I 60'-01, �: I 1 r 5 3/4" / / i 21'-7 1/2'' 1 30'-0" ! 30'-0'' 30'-0" 7'-5' t 1i"j.J. I 8'-0; i �f • i _ � ! FACE OF DEPT. /� T i STORE FACE OF MALL i I BUILDING I j j i i I I JANITOR ( I! EXPANSION JOINT I CLOSET SIM: A9.1/5 ! ! 261 1 ! A5.1/1 TO (SOUTH FACE 98'-0' 1 r-'WATER HE - , -- r- "� _ W o THICK ' OF DE -PI. STORE / . CONC. PAD I 2'-011 28'-0" 28'-0" 2'-0" ! i i RE: MECH. I A8.5 8 MOP SINK�' i! 1 ALTERI`dATE N0. 7D j i `�' 261Ai PROVIDE A TEMPORARY II ( 1 I ENCLOSURE WALL RE: A6.4/3 j EXIT PASSAGEWAY 2.62 AZ i I i I H;V.A.C. L1 I L1 � t- STAIR #8 �.� , �A4. 1 /1 CHASE T 135 TYP. I i 6'-0" CLEAR! FROM- �, 0'-0" j ACE OF ti . NNEY ! STORE TO FACE OF R. I . nYp. Bo. PA �TITIov it (N. ! __j w I T-; EXIT PASSAGEWAY o �'` DTP Ri LEVEL ! i to 1 1 " EXP. JT. I = EXIT PASSAGEWAY 1 I / ol= I oz oV' o ! I 5g I ,�:Q AS. A4.1/1 cf) U Q U 2 _ o C '� U L FIN. FLR. I I - �� I o ¢ ¢ Q 'v ¢ i DATUM 11 T-V = 65.00'- v L_ G r 14, J 12' _�` . A8.3/7 I - o c� r I i A8.5/9 I, v �;i EXIT PASSAGEWAY A4.2/2 _J i j � o ) EVERSr v„ REVERSE ¢ I ; A8.5/9 � o,o ' 259 - I' TENANT Y O.H. RE. REV. . ; I LEASE ---�=,y --- - RAMP DOWN.... , `_ I SPACE ! I A2 II 2 8� A = 1259A II r r I �; r- � �� T t BRACEDEFRAME J FIRE !AL' E CABINET I I ! ! RE: STRUCTURE I i FIRE_ EXf r' i I I NGUISHER CABINET I BRACED FRAME i TENANT j RE: STRUCTURE -i-- - - a -- I�--- LEASE _r I I I ! - -- - ---- -- ----- i -- - I - T T SPACE T IIN f i 82-jB2 i OPEN 4.2 2 I TO I i BELOW - A5.8/5 A5.8/5 Q2 I F32 B2j I 82 j 82 2 j I a ! _ (, A8.3/10o �� ; S'-C,I 3, CI: `- _�, '\ r -5 ' - 5'-C" 4, 5 , o; ��; I ,,, ! i n �! �!�I I in,- J , 1! �,- .I n - 30'-0" t it 25' 1V' S' I 12'-2„ Jo* 0" \ 20'-7' 1 �� I 3 I - N /� J J (� J v r G 0 14 -5oc- --s U 1 u �� O . 7'-6 < 16'-6" I I fi- � r I A8.4/4 - - - -r I ( I 1 ¢ I I i r � r - ,2 ` o A4 7/ ```' 2 ro L - - - - - - - - - - __ - / `- - - - - - - - - / - - - - =� Z ! - t _ ! : r r ^, 'ter o f .� r- - 1 I -�- -�I-i ----- TYr'E 'B (TYPE "B"cq ! o: I ; I LANDSCAPE,-8=6"I51- 61,' 6 8'-6 :� A4.7/1 A9.3/14 ! ! - j f 'D I �-;-j-j--- � , � I _ ^, I jj TYP. U.N.O. -. j�✓ ° W II I \ J 45 I 4 } �•� nJ 6 ! -- - .- _ o - L7 I Q i i LANDSCAPE,. 6'�� A5.8/4 TYP r '� \\ I A5.8/41 / I TYP I 1 I FSCAUATOppP ND. i rj 1'-11 '/4" 1 -„ / OPE T O BELOtA/---�/7/2 A cli, E I ct-- - A5.7/1 i=N ! y 50' 9 1i2" N: 13'-0" 12'_1 I 4 F,S'_2" I 13'-0' 14 -10- i, 15'-7 5/8 28'-0 3/4''-7 7/8" -2 3/ a o0 1g _6„ ¢ /-� _ 12 13'-7 gym" I A / _ - - - _111 (1 OPEN /,. ��/ �� i F T � ,�� \ 011 ! WALL HUNG-1 a' CSCAL -�- TO �� O8 --LOW i \\�� ! PLANTERS 1 ! ; \ -� �M' A8 g/2 pp 5 BELOW J /' �� RE. A3.9/14 1 ,, I {D• REV - - j 1 , \ Loa - +-y HALL HUNG i L-1 I I Loi OI = I I o; t ' PLANTERS (° A5.9/5 `? A5.9/5 A9.3/14 0' `� A4.7/1' _ „ n ' RE: A3.9/14 LANDSCAPE ,�, wl �; '� T, P. I A4 %2 -TYPE "B �I --- -- f - - -- r! - - - ------ -- --- - -- �� _ TYP. Ln O ! �� I i IRE�ORY��,-- ' ,n L --132 32 I ( I BZ 82 i s, ,321 -rr-!82 ,ri 92 I ;r, j I ) ¢ ij 1 19, -0„ j i Il 17'-6' I I o, I (i LEASE LINE SHOWN DASHED; , TYPICAL L6�_O�_ _3,_9,r 14-122,- -11 I 11'-J" I �' 0" ! 8'-0"I 22'-0"''24 -C 30'--0" 1C' S t i1 -81, i 30'-0" -7' G 8'-0 9'-0' 170'- 0" ; - I .� 20'- Al A4 1 /2 ! • I _ � I o I li r % � � ! j 1_ 2 A4.7/2 "' i n TYPE 11c. i ro 9 � I I r� TENANT,¢ I i TENANT 32 :� I LEAS.'- I I - LEASE j I SPACE I o I �A4. c/2 C, 1 ' SPACE A8 5/7 21 r I -- SHEET NOTES : 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. _ FACE OF DEPT, 3. REFER TO SHEET A4.2 FOR PARTITION TYPES STORE INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE it E J INFORMATION. 5. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2,13, FACE OF MALL AND A2.14 FOR FI 0 R FILIISH, QI C, BUILDING. 6. REFER TO SHEET {A1.2 FOR ENLARGED SERVICE E ' COURT PLANS. 7. REFER TO SHEET A7.1 , A7.2, AND A7.3 FOR ENLA GED i ENTRY PLANS. i REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 E I A3.8OR REFLECTED CEILING PLANS. �.REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. i ! 1 O.REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR I ELEVATIONS. 11.ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, WITH EXCEPTION OF PARTITION TYPE B2, (DEMISING PARTITIONS), j I WHICH ARE DIMENSIONED TO CENTERLINE OF PARTITION. d I W A �I i of � 00t I I EXPANSION JOINT SIM: A9.1/5 _ - i I f� �t i of I I ' I i a; ALTERNATE NO. 7E ! l PROVIDE- A TEMPORARY �I ENCLOSURE WALL RE: A6.4/3 ! j I � I i EXIT PASSAGEW Y of - 1 " EXPANSION JOINT ro' ' A6.3/2 ( -n SIM. rn I I i it i Y-6" CLEAR FROM FACE OF DEP'. STORE TO ACE OF GYP. 8D. PARTIT oN m I FIRE VALVE CABINET FIRE EXTINGUISHER CABINET j ' 1 t- OPP. HD. REVE(" r --A-5:7 CD Z] rn � n to J - t z y JIB m �m I j ; A i ✓,I � t I i I IT 0, I i co! CVI I i I I i I ' I 1 ) 1 'I I c,•i i i i I ! i I ALTERNATE NO. 7E 0; -i PROVIDE A TEMPORARY ENCLOSURE WALL ! i RE: A6.4/3 1 i I i A6.3/2 = I 8 3/10 ! SERVICE ! i j �' A5.10/1 I I ; ! i 1 I ELEVATOR !, 4 \ _XIT o -r �I OPP.HD. i i i I ;� i ASSAY NY n! tA5.10/1 I) STAIR j/7- t' 264_ % ' 1-0 _ 1 17'6, i i 4i - --- - -- -- ---- -- �� - --'--01C21H 141-t- T o j I i i H.V.A.C. i I I6,I1 , CHASESPRINKLER ` ROOM .. i it ! A5 10 6 265 _ � I 1 A5.10/6 i ! o / C� I ! ! 1 � 0 4 OPP.HD. 4 N i ",�'� t - - ¢ F' -2 i 41 I FACE OF I w � J r - , is N DEPT. STORE FIRE D67CL6/D `r-\ �'y. i SIMri.V.A.�' � FIRE JALJE � ' 9 EXTINGUISHER ; _ 4 I'8" L i '4'-3 3i4_ j CHASE i �CABIN� I _ it �r I 1 II I_- I ! i `J --- I ( II i CABINET- - -= - --- ----- = �II ; - - -- - 55' E.. FA OF MALL j ELECTRIC 4 %!8" _5 -1' FACE I I ---- -i - A5.10/4 ! --ELEP�iONE� A5.10/4--�f�r " I L1 c J! IAZ R00�1 F j - EXPANSION JOINT BUILDING cv OPP.'1HD. I f' 266' I i SIM: A9.1/5 �i j � /+=�TIBULE: _ � , _ _ _ _ � t i •�_ i - -- -- - ----� ! TELE PHONES ^7F 267F� I : r - - - s `- `-- r�{ _1 - o RAMP I 2� 0�/ 4" 1 � DN 1 �� 267A ��I I L66_ �66D 4" �� 2 -011 II 1�206� 266 65AI a, 1 _ 67G � v 1 B• � _. I � I I ' O) _ -J ' - --- ' - - - - -- - i ✓ ` ii � /�`1 ti - --- - -- - - -- --- ; J CO !}i j 'i I ! 1 � ' 1 I j ' mod+ ; I � � i fi I � -;Lr+�r�I • , I I iI 7 /2 cr !, Lo ui �' 1 1 0 ¢ 1 �2I-o21-0 ¢ 27-4E.J.'_47-4-lU1 r I �: 1� - V i - C-�' i-3'-�" 1 9+-?" .�y..,J I li I -6 ��2 -}- I i I_ Ci) C\J Y) tD _ f - - ¢ �,_-F14�, 1 1 1 '�, �i 20'-5" 22_2 1/2 1 12'-2" 18'-0"-I d 6 I _0'-5" I �' 1' rlll -3 -r-, I,3 1'-`.- - �f�- I c J �I o -� I 20'-3 !' ! 15 J r 2C -3" 16' 5(Ti`I E,J• c LQ ¢ 4,`� I 29.E 30� 30. ¢ 33 33,8 0.2 G 4! Qo 7.7 28.0 29 29.2 2 5.3 2 6 6.1 26.8 27r , 7.6' : 43'-6" TO NORTH - 26'-G" f 1g'-0" 28'-6" `` 2 8. 18'-0" 1 28'-6" I 18'-G" 26'-0" FMA LE OF i BUILDING 55 -5 110,=5 1, J.; ' I �,------- - -- �-----_-------1---------,F-------,�--- rL -------,;�-----�-- ---- �---=---------------_--- ------ - --------------- - -ACE I FACE OF PARISIAN1 c - -- - 317'-0'' -r0 NORTH' FACE OF 0 PARISIAN - STORE A5.2/3 .,..�' jk� 0 NC}F2T4.1 NORTH TRUE PLAN UPPER LEVEL FLOOR PLAN! - PART ►,C„ SCALE: 1/16" = 1,_0" �..� o.. r _ "" SEARS J. C. rn � � 4 � PENNEY v� fj L......o i . PARISIAN _j PERMISSIBLE BUILDING AREA L J KEY PLAN NOT TO SCALE Y) {) x) z x 0 (/) L. z 0 U 0 z {) OJ i Ld Q } ,�y w ou/➢ z Q 0- pro SHEET: A2 ,'8 JOB NO.: 9303 DATE: 3/21 /9 4 k i iV v a Lj w w _j n LL- -RECESS`1D FLOOR MA _ t r REVISIONS ® 2/10/94 1 1 1 SHEET NOTES 1. REFER TO SHEET A0.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE l INFORMATION. = 3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE I F t` 1 A 5. REFER TO SHEET A2.3, A2.4, A2.5, A2.6, A2.7, AND A2.8 FOR FLOOR PLANS. 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED , ENTRY PLANS. 8, REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 A3.8, AND FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A.5, AND A4.6 FOR COMPOSITE LEASE PLANS. 10.REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. 11.FLOOR TILE TERMINATES AT LEASE LINE. PROVIDE PREMOLDED TILE EXPANSION JOINT AT THE LEASE LINE - REFER TO A4.4/25. 12.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY ABOVE SAW -CUT CONTROL JOINTS IN CONCRETE SLAB AT LOWER LEVEL (SAW -CUT CONTROL JOINTS DO NOT OCCUR AT UPPER LEVEL). COORDINATE LOCATION OF SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILE ' EXPANSION JOINTS SHOWN' ON THIS SHEET TILE A\ EXPANSION JOINTS GOVERN LOCATIONS OF SAW -CUT I CONTROL JOINTS -REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN TO RUN THROUGH TILE AT A 45" ANGLE TO TILE COURSING, DISCONTINUE PREMOLDED EXPANSION JOINT AND PROVIDE A 3'-0" WIDE E.C.B. MEMBRANE o CENTERED OVER THE SAW -CUT CONTROL JOINT - to ; REFER TO A4.4/28. 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL 3'-0'' WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE A i CRACKS. CRACKS WIDER THAN 1/32" SHALL REQUIRE REPAIR OF CONCRETE SLAB PRIOR TO INSTALLATION OF mg!!f _q i J I FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB REPAIR METHODS WITH ARCHITECT. 14.PROVIDE PREMOLDED EXPANSION JOINT AT ALL FLOOR - - _rr r�A 4B i - TILE INTERFACES WITH VERTICAL SURFACES (WALLS, - ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL A7.6/11 I I I I PIERS, HANDRAIL BASES, ETC.) -REFER TO A4.4/27. _ � � i ! 15.AT TOILET ROOM DOORS 110A, 111A, 242A, AND 243A, , SEE �CTE 15 FOR TRANSITIONF\\o _ _ OF PCELAIN TILE TYPE 3A TO I i I I PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" PORCELAIN TILE TYPE 4A AND I I I P R FLAIN FI OCR TII aT MAU CONCOURSE. MAXIM M %A 4B AT TOILET ROOM DOORS i'A�' SLOPE TO BE 1:20. REFER TO SHEET A8.1 FOR LOCATION i I OF FLOOR TILE TRANSITION. - I - - I f 4A (1,) r I - i iL LOWER L VE A4.4/24 I A I I A A o' I -I'll -OIL I 4C , r N I I fI N _ A4.4/23 i A rnCN IEl 0 1{ - _... _ Ln - TENANT _ A _ l , A � •LEASE SPACE 0 I I , _ � A3.9/22 I r I I = = I I i t :: - O I _ ❑ o! I - ❑ ❑ ElI 3A g-- - --f - - - ❑ ❑ _ I �. I I = ❑ ❑ 7❑ If 3C 00 = I cb I = - = I I 0 '92 1 o = 3F I � f _ _ = , El El= I TENANT LEASE SPACE i I = ❑ ❑ _ ❑ = I 3F ENANT LEASE SPACE LEASE LINE .......... :: SEE NOTE NO. 11 O I I = ❑ = I 3E I I El ❑ = ❑ ! ❑ ❑ = 3E A I 1 = I I I _ V - -- �OJ � _ ------- J _ _ 3C A 3C - - o i 1 3C El-` I I I ❑ El_ El!/ SEE NOTE N0. 14 h : ........ - .:::,::� LEASE LINE A9.6 2 SEE NOTE N0. 11 - / I \ I o / _ SEE NOTE N0. 11 CD - 1 ILij 1 I 1 I_ = n ❑❑❑ ❑❑ ❑❑ =_ ❑ ❑ ❑ z ............. ..................: CD A .6/4 LDIR CTORY (N.I.C. - - I I ' I LEASE] LINE- _ PR MOLDED TILE XPANSION , SEE NOT N0. 11 i I JOINT, T, SEEI NOTE � O 12 - -- I a I I I ----- �- If TT PREM Q LDED TILE LEASE LINE I I EXPANSION JOINT I A9.6/1 N I SEE NOTE N . 11 I 1 HAND AILS OMITTEI j I I I ( I FOR CLARITY, TYPITAL r J '-08'-0" 0'� " 08'-0-0" -0" 0" �14'-0" 1'-0" 14'-0" 8'-_0-" 0I 14'-0" 18'- "I8'-0" 14'-0TO 6" 14'-08'-0" 8'-0148'-08-014-0-01 14-0-08-04-8-0 14-08-0(8- 11 NEXT JOINT - � A3.9/22 TENANT LEASE SPACE TENANT LEASE SPACE j I- -- - - - _- �PERMISSIBLE I BUILDING AREA LOWER, LEVEL � 1 I � 1 � � � I • 10� 1 1 __ 0 --o 0 r - SEARS J. C. 3 n PENNEY, (cn i m. - . = I- 1Z -\- - z.J �_ - J� 11 � �D i PARISIAN _j PERMISSIBLE BUILDING AREA L J KEY PLAN NOT TO SCALE V) V) 0 0 z x > J l 0 �. U Q z Ld z- z Q I i SHEET: A.'9 JOB NO. g3o3 DATE: 3/21 /9 4 : r _ CV SHEET NOTES 22.4 19.9 20 20.6 21 22 23 24 24.3 24.5 24.7 02�5 20 1 1 • REFER & S' TOOL INFSHEETORM ONOR GENERAL NOTES 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE ' INFORMATION. - 3. REFER TO SHEET A4.2 FOR PARTITION TYPES' - INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE i R I A (5.REFER TO SHEET A2.3, A2.4,.A2.5, A2.6, A27, AND A2.8 FOR FLOOR PLANS. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. _ A � A, ENTRY PLANS, AND .3 FOR ENLARGED I 7. REFER TO SHEEN A7.1, A7.2 8. REFER TO SHEET A3.1, A3.2, ' A3.3, A3.4, A3.5, A3.6, A3.7 A3.8, AND FOR REFLECTED CEILING PLANS. 1 } I 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. I i'N' 1 O.REFE R TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. j I .1. C .) . 1 1 .FLOOR TILE TERMINATES AT LEASE LINE. PROVIDE i I I ��T PREMOLDED TILE EXPANSION JOINT AT. THE LEASE I 9i LINE - REFER TO A4.4/25. - 12.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY ABOVE SAW -CUT CONTROL JOINTS IN CONCRETE SLAB LEVELIAT LOWER 'LEVEL (SAW -CUT CONTROL JOINTS DO NOT OCCUR AT UPPER LEVEL). COORDINATE LOCATION, OF SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILE / JA EXPANSION JOINTS SHOWN ON THIS SHEEOF ST TILE EXPANSION JOINTS GOVERN LOCATIONS A�`J-CUTS I I i CONTROL JOINTS)- REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN TO RUN THROUGH TILE AT A 450 ANGLE TO TILE = COURSING, DISCONTINUE PREMOLDED EXPANSION J I JOINT AND PROVIDE A 3'-0" WIDE E.C.B. MEMBRANE I I CENTERED OVER THE ISAW-CUT CONTROL JOINT - REFER- TO A4 j � .4/28. 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL 3'-0" 1 f WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE A 1 I CRACKS. CRACKS WIDER THAN 1/32" SHALL REQUIRE 7 REPAIR OF CONCRETE SLAB PRIOR TO INSTALLATION OF I I FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB _ REPAIR METHODS WITH ARCHITECT. 14.PROVIDE PREMOLDED EXPANSION JOINT AT ALL FLOOR ' I TILE INTERFACES WITH VERTICAL SURFACES (WALLS, I ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL i , I PIERS, HANDRAIL BASES, ETC.) - REFER TO A4.4/27. 15.A1• TOILET ROOM DOORS 11OA, 111A, 242A, AND 243A, 1 SLOPE MORTAR BED UP APPROXIMATELY 3/16'' FOR 2"X2" - ------ I PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" 1 PORCELAIN FLOOR R TII F AT MALL CONCOURSE MAXIMUM A I ( I I I I SLOPE TO BE 1:20. REFER TO SHEET A8.1 FOR LOCATION ' l OF FLOOR TILE TRANSITION. a� 3.g;22 z -•1■�Y•111�••11 ■•11••1■ t% 1 _ I _ - - Co _ - LIB j� _ I 3A �: I 3C I 3E ( I I PREMOLDED TILE EXPANSI N JOINT I SEE NO E NO. 12 I (N1 I.C.) LOWE� LEVEL �s.s zo TENANT LEAS E SPACE I I I NOTE: PATTERN CENTER AREA (F.F. EL. 1�03'-0") IS DIFFERENT FROM OTHER L.L. FLOOR AREAS, CONTRACTOR ADVISED TO REVIEW CAREFULLY I TENANT LEASE SPACE I� A `i — 21 PLAN NOTES, DIMENSIONS AND FLOOR FINISH INDICATIONS HAVE BEEN ADDED I LOWER LEVEL FLOOR FINISH PLAN _ PART ►113" i4ICr''iTH 1C?RT -i SCALE: 1/16" v 1'- O" TRUE PLAN 8'-0" TO NEXT JOINT LIB W — W co t� --o 0 - ---- �'. J. C. �. � L i SEARS PENNEY to � _ I . PAIESIAN L PERMISSIBLE-7: BUILDING , AREA Ly _ J KEY PLAID NOT TO SCALE t REVISIONS. ® 2/10,/94 1 f � t ir a �C z 0 M 0 U 0 z x z O u z 0 LJ Q LLJ J 0 4€ - K1 � - _ � � a _ Eil1SIONS - - - -- -- .. .O A 2/10/�34 34 33 36 SHEET NOTES I - 1 REFER TO SHEET AO.2 FOR GENERAL NOTES f & SYMDOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. i I i 3. RNEFER FORM TOION SHEET A4.2 FOR PARTITION TYPESIAT l 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE iNFORMATION, A 5. REFANDcA2 8 TO FOREFLOOR LANS.A2.5, A2.6, A2:7, 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ENTRY PLANS. 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 A3.8, AND FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. I i 10.REFER TO SHEET A5.1, A5.2, A5.3 &_ A5.4 FOR EXTERIOR ELEVATIONS. 11.FLOOR TILE TERMINATES AT LEASE LINE. PROVIDE PRE -MOLDED TILE EXPANSION JOINT AT THE LEASE i LINE - REFER TO A4.4/25. 12.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY ABOVE SAW -CUT CONTROL JOINTS IN CONCRETE SLAB AT LOWER LEVEL (SAW -CUT CONTROL JOINTS DO NOT OCCUR AT UPPER LEVEL). COORDINATE LOCATION OF SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILT E A I EXPANSION JOINTS SHOWN ON THIS SHEET (TILE EXPANSION JOINTS GOVERN LOCATIONS OF SAW -CUT CONTROL JOINTS) -REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN � TO RUN THROUGH TILE AT A 450 ANGLE TO TILE ; COURSING, DISCONTINUE PREMOLDED EXPANSION JOINT AND PROVIDE A .3 -0 WIDE E.C.B. MEMBRANE CENTERED OVER THE SAW -CUT CONTROL JOINT - I I i REFER TO A4.4/28. 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL 3'-0" WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE A CRACKS. CRACKS WIDER THAN 1/32" SHALL REQUIRE REPAIR OF CONCRETE SLAB PRIOR TO INSTALLATION D__ FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB REPAIR METHODS WITH ARCHITECT. n Y 14.PROVIDE PREMOLDED. EXPANSION JOINT AT ALL FLOOR TILE INTERFACES WITH VERTICAL SURFACES (WALLS, ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL PIERS, HANDRAIL BASES, ETC.) - REFER 'TO A4.4/27. 15.AT TOILET ROOM DOORS 11OA. 111A, 242A, AND 243A, r� SLOPE MORTAR BED UP APPROXIMATELY 3/16 FOR 211X2" PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" -- -- -- - -� PORCELAIN FLOOR TILE AT MALL CO RS . MAXIMUM A SLOPE TO BE 1:20. REFER TO SHEET A8.1 FOR LOCATION OF FLOOR TILE TRANSITION. I 0 _11-06 00 (D-j 0 _o o yi li LOWER LEVEL !SLOOP FINISH PLAN - PART "c+► SCALE: 1/16" = 1'--0" 1 f .� SEARS q--- - --- - J. C. !PENNEY,�' �D�� I 1 _j PA, RiSt�-7- PER�iISSIB 2_7 I BUILDING AREA�� KEY PLAN NOT TO SCALE LOWER LEVEL !SLOOP FINISH PLAN - PART "c+► SCALE: 1/16" = 1'--0" 1 f .� SEARS q--- - --- - J. C. !PENNEY,�' �D�� I 1 _j PA, RiSt�-7- PER�iISSIB 2_7 I BUILDING AREA�� KEY PLAN NOT TO SCALE z x z 0 U z w o � A �W z �z n � a I • If li SHEET: '. A2.1 11. JOB NO.:' 9303 DINE. 3/21 /9 4 i f 0 0 ,FA 0 11 8 0 0 , n I; QA 2/1 or94 t: : SHEET NOTES'; n7 j 7.5 9,5 10 11 12 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE F R A ' 5. REFER TO SHEET A2.3, A2.4, A2.5, A2.o, A2.7, AND A2.8 FOR FLOOR PLANS. 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. i I 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ' I ENTRY PLANS. 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 A3.8, AND FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. ET A5.1, A�.2, A5.3 & A5.4 FOR EXTERIOR 10.REFER TO SHE ELEVATIONS. 11.FLOOR TILE TERMINATES AT LEASE LINE.. PROVIDE PREMOLDED TILE EXPANSION JOINT AT THE LEASE i LINE - REFER TO A4.z/25. 12.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY - ABOVE SAW -CUT CONTROL JOINTS IN CONCRETE SLAB AT LOWER LEVEL (SAW -CUT CONTROL JOINTS DO NOT OCCUR AT UPPER LEVEL_). COORDINATE LOCATION OF SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILE A� EXPANSION JOINTS SHOWN ON THIS SHEET TILE EXPANSION JOINTS GOVERN LOCATIONS OF SAW -CUT CONTROL JOINTS) -REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN TO RUN THROUGH TILE AT A 450 ANGLE TO TILE -, COURSING, DISCONTINUE PREMOLDED EXPANSION .JOINT AND PROVIDE A 3'-0" WIDE E.C.B. MEMBRANE CENTERED OVER THE SAW -CUT CONTROL JOINT - o REFER TO A4.4/28. 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL 3'-0" WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKt A 1 CRACKS, CRACKS WIDER THAN 1/32" SHALL REQUIRE_REPAR OF CONCRETE SLAB PRIOR TO INSTALLATION o FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB REPAIR METHODS WITH ARCHITECT. $'Egg cf) 14.PROVIDE PREMOLDED EXPANSION JOINT AT ALL FLOOR TILE INTERFACES WITH VERTICAL SURFACES (WALLS, a ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL PIERS, HANDRAIL BASES, ETC.) - REFER TO A4.4/27. 15.AT TOILET ROOM DOORS 11OA, I I IA, 242A, AND 243A, SLOPE MORTAR BED UP APPROXIMATELY 3/16" FOR 2"X2" PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" PORCELAIN FI QOR TIE AT MALL. CONCOURSE. MAXIMUM A SLOPE_ TO BE 1:20. REFER TO SHEET A8.1 FOR LOCATION OF FLOOR TILE TRANSITION. n N �M I PLAN NOTES, DIMENSIONS AND FLOOR FINISH INDICATIONS HAVE BEEN ADDED UPPER LEVEL FLOOR FINISH PLAN PART "A" SCALE: 1/16" = V-0" ___/0 T J� 0 s 0 0 Q 1 SEARS z u 0 }� M 9 PERMISSIBLE BUILDING AREA KEY PLAN NOT TO SCALE f___1 J. C. 1PENNE to 7 r PARISIAN ° L 0 0 0 0 0 ,FA LL -40 1 1 _ 12.5 12.9 13 13.1 -, � _. __ ..._� _ __�. �..-__. ,_- 14 14.n 15 1 6 16.4 17 17.1 18 18.2 18.8 19 _ . •6 � 2 2.1.6 / 22-4 3 �� 24: 24.5 2 �__2 I _. - 4.7 _ 5 _ A 12•6 SHEET NOTES ,I I ►lly , ,I I " + J E FOR GENERAL , " . REFER TO SHEET A0.2 0 G L NOTES o & SYMBOL INFORMATION. t REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE I I INFORMATION. 3. REFER TO SHEET A4.2 .FOR .PARTITION TYPES ' INFORMATION: u _ 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE A rr r r I- FORMATION. I REFER TO SHEET A2.3, A2.4 A25, A2:o, A2.7, i I I I. I 5 AND A2.8 FOR FLOOR PLANS. ; G j 6.. REFER TO SHEET A1.2 FOR ENLARGED SERVICE 77��J i I I i I _ COURT PLANS. i ` " z i ' I 7. REFER TO SHEET A7. •l ; A7,2; AND A7.3 FOR ENLARGED ENTRY PLANS. , Gy-I � I 8. REFER TO SHEET A3.1, A3:2; A3.3, A3.4, A3.5, A3.6, A3.7 �. I A3.8, AND FOR REFLECTED CEILING PLANS. �j- 9. REFER TO SHEET .,4.5, AND A4.6 FOR COMPOSITE^ p LEASE PLANS. 1 O.REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR I I, ! i I ELEVATIONS. TILE TERMINATES 1 1.FLOOR � IN AT .LEASE N LI E PROVIDE EMOLDED -FILE EXPANSION' JOINT AT THE LEASE :,......... LINE - REFER TO4.4/25. JC l'� 1�1 'I 2.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY I DIRECTORY (N.I.C) �I I ABOVE SAW -CUT _ \ I � i � (N.I.C. AT LOWF_R IE�tEL - UTJ�ON _(SCONTROL W RC CONTROL JOININTS IN TS NOTTE SEARS I SAW -CUT {I �+ -�- - i- I OCCUR AT UPPER LEVEL). COORDINATE LOCATION OF - I_ _ _ - I i UPPER SAN CUT CONTROL JOINTS TO COINCIDE WITH TILE _ _ _ = I EXPANSION JOINTS SHOWN ON THIS SHEET (TILE; (N. -- _ „.::..::..:..:: I \:�, ooI SEE DOTE NO. 1 ; _ LE �J EL EXPANSION JOINTS GOVERN LOCATIONS of SAW -CUT A f UPPEI�_ = _ _ _ _ _ I - rr r SS j f �iI 1 = _ _ _ _ \ I _ CONTROL JOINTS -R_rER TO A4.4/26. AT LOCATION o I ( INHERE PREMOLDED EXPANSION JOINTS ARE SHOWN _ r �= _ TO RUN THROUGH TILE AT A 45" ANGLE TOTILE LEVEE, i 9 = C. C J. COURSING, DISCONTINUE PREMOLDED EXPANSION <C JOINT AND PROVIDE A 3'-0'' WIDE E.C.B. MEMBRANE • ""„ " _ "� ,,,: i - CENTERED OVER THE SAW -CUT CONTROL JOINT - � - I I I E CU � _::: -� _ - 0_11 REFER T /28. 0 A4 4 13.REVEI��J CONCRETE FLOOR SLAB AND INSTALL 3'-0" SNIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE A I _- -I - CRACKS. CRACKS WIDER THAN 1 32" SHALL REQUIRE -�- o c"I-� ( - REPAIR OF CONCRETE SLAB PRIOR TO INSTALLATION _ = _ a I - ...:.:.::.::::.:.:: _ = I I c° (� I I FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB i I a i 1 REPAIR METHODS WITH ARCHITECT. � 1 I I ( I 14.PROVIDE PRE -MOLDED EXPANSION JOINT AT ALL FLOOR TILE INTERFACES WITH VERTICAL SURFACES (WALLS, a i ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL - I J rA I PIERS, HANDRAIL BASES, ETC.) - REFER TO A4.4/27. i I _ _ _ i _ _ I - -j - -_ _ 15.AT TOILET ROOM DOORS 11OA, 111A, 242A, AND 243A, - - - - --------- - ' I = = L- :,,_,,,,,_,,, , ,�„�:,� - - - -- - - - - - - - T _ -- ---- SLOPE MORTAR BED UP APPROXIMATELY 3 16" FOR 2"X2" T _ = - PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" A4.4/24 ® PORCELAIN FLOOR TILE AT MA CONCOURSE. MAXIMUM A _ - + A4.4/24 I _ -� _ ) I SLOPE TO BE 1:20. REFER TO SHEET A8.1 FOR L P f _ - ocA-rloN ®O Or rL00R TIL_ TRANSITION. _ _ I o 4A I 15'-0" I =16' 0" = 15'-8" 18'-8" = 15'-8' = T6'-0"= 15'-0'' ki T-8 112 I ? _ 5 -8 1/2' - l _ -- I - 19'-0" 14'-0" f 16'-0'' 14'-0" 16'-0" 14'-01' 19'-01, of _ I ( � o A3.9 23 -_4 00, 0 1 - - - I .......... ....... ... ............ IRV ............ "� o i ( I A I .6 8A4.4/24 j -- ? ENANT LEASE SPACE _ 1 � 3D _ = - - ............... ... .....................1j �� a TENANT LEASE SPACE.......... ............ -2----- PRE MOLDED TILE EXPAN ION 3A ( _ _ = = I I I 0 i i 3A Q I _ _ _ = I I I PREMOLDED TILE EXPANSION � A JOINT, SEE NOTE N0.12 3E = j _ _ = JOINT, SEE NOTE NO.If __j f - I = - = - I 3E EXPANSION JOINT J N LEASE LINE I , _ _ ,:::,.::,: „ ,: __ _ .... ,,::, ............ = ...:::::, I a C E ] 3F ) "'I '_ "I' = -� LEASE LINE RE: A3.9/24 � - �+: SSE NOTE N0.11 � I = _ _ ..L, -,:�„ - ::, i r rIL / = _ o SEE NOTE N0.11 3F z „. = I �I _ _ : _ - _\ o I I EXPANSION JOINT I - J. I- - - _ / =m - _ _ \ \ i I I i y R E: A3.9/24 Q _ - ----_ --- --- ----- i' n-- -- -------�_ 1 00 o ^, r z i A =.67 v �wr- w`- o = PREMOLDF_D TILE = z�, i �Q EXPANSION JOINT j _ _ =04 tj Qw CO SEE NOTE N0.12 i = - va ED Qw CD -- - -I -��-- -- - - ----------=-J .. _ EXPANSION JOINT I77 SEE OT_ No. 14 =� = o -�� I r ,, Rom. A3.9/24 , i / S� NOTE N0.1 EXPANSION JOINT R E: A3.9/2 HANDrOR CLARITY, \�" _ + FONDRAILS OMITjTED AILS OMITTED I \- CLARITY, ICAL TYP CAL III - , 8'-0 8'-0" 14'-0" 181 8'-0" 14'-0" 8'-0" , 8'-0" 4'-G" 8'-0" 7'-4" 15'-4" �� 7'-4" �'-0 14'-0 8'-0 18'-0\ 14' 0 1 6'-0 , 1 4'-0 0' _ _.� - I 8' -0 16'-0" r. 8'-0" 8'-0" 14'-0" - 8' 0 , 7,_4"11 15' 4 � I ,,,_ I ', 7'- r 8'-0 1 O 8'-0 I -0 F 1 '�'� ,�-,�-� ----- j ,� ,-_ -_" 14' - o0 8' - O 14' - o" 4 - o IT ! o I( r rr r r I i 4+1 r _ .II = i I ENANT LEASE SPACE , = I TENANT LEASE SPAC , DIRECTORY = I F (N.I.C.) III U T g r 3A 3 E I I I o , �- 00 I 00 A4.4/23 Q - _ I I ` N I I 0� < 11") PARISIAN (N. 1. C. UPPER LEVEE - - I SEARS J' PENNI;Y A o o 17 17.J 19.5 20 z � �; - 3 T.'_�CD 1 • „ L__ _.:. __1_..._.. �a` SHEET L� _j PERMISSIBLE BUILDING AREA JOB NO UPPER LEVEL FLOOR FINISH PLAID PART 111311 KEY PLAN 9303 NORTH t�lt�RTii SCALE: 1/16" 1'-0" (y0T TO SCALE DATE: s TRUE PLAN a 3 21 94 / / --" - - - - -- - - - - 33 34 35 36 SHEET NOTES 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES I INFORMATION. J 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE rINFORMATION, A 5. REFER TO SHEET A2.3, A2.4, A2.5, A2.6, A2.7, AND A2.8 FOR FLOOR PLANS. 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ENTRY PLANS. 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 A3.8, AND FOR REFLECTED CEILING PLANS. I 9. REFER. TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. 10.REFER TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. i l 1 1.FLOOR TILE TERMINATES AT LEASE LINE. PROVIDE I PREMOLDED TILE EXPANSION JOINT AT THE LEASE LINE - REFER TO AA A/25. i 2.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY ABOVE SAW -CUT CONTROL JOINTS IN CONCRETE SLAB AT LOWER LEVEL (SAW -CUT CONTROL JOINTS DO NOT ! OCCUR AT, UPPER LEVEL). COORDINATE LOCATION Or - SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILE A EXPANSION JOINTS SHOWN ON THIS SHEET TILE EXPANSION JOINTS GOVERN LOCATIONS OF SAW -CUT CONTROL JOINTS) -REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN TO RUN THROUGH TILE AT A 45' ANGLE .TO TILE COURSING, DISCONTINUE PREMOLDED EXPANSION JOINT AND PROVIDE A 3'-0" WIDE E.C.B. MEMBRANE I CENTERED OVER THE SAW -CUT CONTROL JOINT REFER TO A4.4/28. I 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL_ 3'-0" WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE A CRACKS. CRACKS WIDER THAN 1/32" SHALL REQUIRE REPAIR OF CONCRETE SLAB PRIOR TO INSTALLATION OF FLOOR TILE. REFER TO A4.4/28. REVIEW FLOOR SLAB REPAIR METHODS WITH ARCHITECT. y 14.PROVIDE PREMOLDED EXPANSION JOINT AT ALL FLOOR TILE INTERFACES WITH VERTICAL SURFACES (WALLS, ESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL PIERS, HANDRAIL BASES, ETC.) - REFER TO A4.4/27. 15.AT TOILET ROOM DOORS 11OA, 111A, 242A, AND 243A, SLOPE MORTAR BED UP APPROXIMATELY 3/16" FOR 2"X2" PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" PORCELAIN FLOOR TILE AT MALL CONCOURSE. MAXIMUM A SLOPE TO BE 1:20., REFER TO SHEET A8.1 FOR LOCATION OF FLOOR TILE TRANSITION. --o 0 I N Q>� _o 0 _0 1 I 33.8 C34. PLAN NOTES, DIMENSIONS AND FLOOR FINISH INDICATIONS HAVE BEEN ADDED I UPPER LEVEL FLOOR FINISH PLAN - PART ''c" SCALE: 1/16" = 1'-0" J. C. r (n SEARS�Pi PENNEY ..._.:__.:.; ®�. ! PARISIAN .�. 0.1 PERMISSIBLE-5 BUILDING AREA KEY PLAID! NOT TO SCALE W V) Q z x Q D V z O �. U Q 0 W r cn LL W r, z a z ___ _ - - _ _ - _ �.. .: ter, . _ .., - ram. _ �� ::A..: U . .- y i_ SV :; _ T r . ,..- r __` _ � <, 4 � s I : - -- -- - _ ,r X .r p�* `�f1ii ! --� � 1 2 2.5 � 3., 5 4 4.4 5 5 _ + 0- 5 ,_10 , _ _1 1 12 13 _ _ _ . _ _._ 14 15 6 _ _ r A 2`�i ��4 - 1 19 19,5 20 2,1. 22 23 24 24.5 25 20L� . `y w 927 28 29 �0 31 31.4 32 (D3 33.8 34 3�.2 3� 36 12.5 12. I LB, 13.1 - - 14.6 16,4 17.1 18.2 .8.8 19:9 . -- 20.6 21.6 22,4 24,3 2 7 4,7 J1.5 32,3 \ y I I I I 1 I A 2/24/94 o. . 12.6 22.2 I I I I I j I I { I a 3/_ 1 /94 I I I I I I I I I I I �. I ( I I . s I �( I ( I I I I I I I I I I' C , ( I I I I I r . I I I I I I I I I i I , I 1 . I ( I I . I I I I I I I ' ! I i I � ..+ � i SHEET NOTES : . 11 1/ 1 5 1 E 1 7 O\ 1. REFER TO SHEET AO.2 FOR GENERAL NOTES • & SYMBOL INFORMATION. I I 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION & PARTITION TYPES. , 1. - .1 � �l i T.O.P. EL. 138'-0 3. REFER TO SHEET A4.2 FOR DOOR SCHEDULE 11 I . ( I 1 1 INFORMATION. I . I I 4,-rc OUTLINE OF CANOPY ABOVE 4. REFF_R TO SHEcF A2.9, A2.10, A2.1 1, A2.12, A2.13, 11 `1 I AND A2.14 FOR FLOOR FINISH PLANS. I 1 5. REFER TO SHEET A1.2 FOR ENLARGED SERVICE T.O.R. EL. 135'-6'-� 136'-6" �, COURT PLANS. I 136'-2" I) - - - - - - 10 . 6. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED I . T.O.P. EL. 138'-0" I SCUPPER\ - - I 1 7. REIFER SHEET All, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 ---------�� \ T - A3.8, AND A3.9 FOR REFLECTED CEILING PLANS. T.O.P. EL. 157'-2" d 8. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE I of I \\ I \ \* 1 - I I - I LEASE PLANS. . Q I \ o 9. REFER i 0 SHEET A5.1,A5.2 AND A5.3 FOR EXTERIOR r - � i I iI \ I 10.TYPE "B" ALUMINUM PLANK GRATING AS MANUFACTURED BY IKG ) go-op-7 I BORDEN WITH BEARING BAR SIZE 1 -1/8" X 1/8" WITH CROSS BARS . II ! t UPPER LEVEL E0 f,l) COURT ENTRY AT 4" O.C. GRATING IS TO SAFELY SUSTAIN A UNIFORMLY DISTRIB- l c; c� \r UTcD LOAD OF 200 CBS. PER SQUARE FOOT ON A 48" SPAN AND -.< I . CIO -) 4-;: o'� T.O.P. EL. 151'-6 �+, 1 Q DEFLECT NOT GREATER THAN .25". PROVIDE G90 GALVANIZED FINISH i 0 - -T o o _- - - - - ! ON 3"X3"X1 4" ANGLE CONTINUOUS AT r 'E ON / r EDGES, SLED BASE AND VERTICAL MEMBERS. PROVIDE VERTICAL MEMBERS AT 2'-0 O.C. RAMP � ! � � T.O.R. E_L. 135'-6" � � I I o I co \ NDING rAM 11 SIHALL BE 4'-0" WIDE AND FLUSH WITH ROOF SURFACE AT BOTTOM. T.O.P. EL. 147'-211 135'-2 I \ . A7.2/5 ONARADIUSED BARRELLVA��T i I PROVIDE A 6'-O" LANDING AT THE MIDDLE, TOP AND SLOPE THE RAMP � 136 66 �, ,�,,,,, AT 1:15. REST VERTICAL MEMBERS ON A CONTINUOUS C4 X 7.25 ,� ,� E PROVIDE 3 X3 X1/4 TRANSVERSE ANGLE. /�- �o / i % �G' 11.PROVIDE A STRUCTURAL SUPPORT BASE FOR FOUR (4) SATELLITE `'+ 4'-0" ENLARGED ROOF PLAN a Q T.O.R. EL 142'-O" " DISHES ON THE ROOF EXTENDED FROM COLUMNS AT GRID 24/H, 24/J, LOB/ER LEVEL �iEST ENTRY ,��11 ,� ! ! SLOPED FLAT SEAM T.O.R.TOREL. 142'-0" Q Q 23/H AND 22/H..rXTEND COLUMN UP THROUGH THE ROOF TO A POINT ) " " j SCALE: 1/8" = 1'--0" oz �z T.O.P. EL 157'-2"- METAL ROOF T.O.P. EL. 157'-211 oz o_ r r ¢o Qo T.O.P. EL. 151'-6" ! Qo ¢G 2'-6 ABOVE THErADJACENT ROOF ELEVATION. WELD A 12 �C12 X1 ,��.� O J ® '� STANDING SEAM METAL ROOF '`" $ -• ••� �• .�. _. ' 141'-6 T.O.P. E_L. 151'-6 CAP PLATE TO THE LOP OF THE COLUMN STUB TO BE USED AS A ,lam - ® ..m - - tea. ..o. ,r,. ..w. . �. .rw m. raa .tea o,o, sm �a u.a. w. ,ate , - m n ¢ - V ¢ ,. -0N RADIUSED BARREL VAULT �� Its � "�' �, '\ T.O.P. EL 138''-Ot' \ ! � T.O.P. EL. 138'-U" T �Q--�Q � : - - 1 ¢o�� ' ! 141'-6° O.P. EI_. 149 -5 1/2 Q�__Q� SATELLITE DISH BASE PLATE. SATELLITE DISHES in N.I.C.- _, 13_ 0 143 0 .I z z I_1_. `� v - - - - - - o o F.. r �. �r _ T.O.P. EL. 143'-0" < �z ,� I �g. I I T.O.P. EL. 147 -2 - zz i o T.O.P. EL. 143'-O" a-.J a-� N . r T :- - - , - - - T.O.P. EL. 138'-O" a� age 129'-2" - ¢ _ ¢ T.O.P. EL. 147'-211 I f {{ ! - _ - ' -4 � f - - � - 10" mz L)z ¢ r - - _ O 1. 1_ "' 129'-10" O. mQ \ 4 O.P. EL. 132'-0" A7.1 6 s ,� , �o 0 0 139 6 I o o _ - 140' - o �: . �� "� EARS �Q ,<Q ' I I I � � Flo I T.O.P. EL. 147'-2" 1 _o J.C. NNEY � _ rio o I o o (D- *-%�� 0 140'-8" I I 140'-8" ,�.o 2¢ a ¢ �°- ., i j �+ 143'- " 7'- ") - wo wo _ I '� I o I o - �� z 1 (N.. .) _(N. I 0 13- 0$. ® ®� �' ��-�� 49'-5 1/211.0.� _ _ - r. w w °� �, �. ,�! d T �j �7 cL�-�� T.O.P. EL. 138'-0" 140'-4" �141'-6" I ! B 141'-6" 140'-0" / -1 o- o '� T ;7 - _ ,�' o,° `tJ V „ �� <: !11 �, 1 = iJ P P E LE �/ T.O.P. EL. 143'-5 1 2" OVERfi_OW J T.O.P. EL. 149 /2 140 -10 �y �^ ROOF HATC oo / i - - �' - -1 SCUPPER TYP. ! / 130 -6 ,- - � ::I � y �„ I OVERFLOW SCUPPER 1 RE: A2.19 ,+° % T.O.P. EL. 147'-2" I RE: A8.2/6 � 149'-5 1/2 / -_ 136'-8" TYP.-RE: A2.19 7 . 1 T.O.P. EL. 132'-0" I / \ `! B 1\ �-I I ® N � / � 13 -_O' � I �149 -5 1/2 I� ) ®T.O.P. EL. 149'-5 1 2" I\� - I `: % i �„ ..� ✓ i ... T.Q.P. EL. 14 , -5 1/2 rn co oR'B, �� r s ". - �, •® �.. / r1 I I 134 -8 I I + oO.D. �y 129 10 `r „ 140 -10 141 -o' I: 141'-6" .O.P. EL. 149'-5 1/ " -= I 134'-8" 134'-O" 136'-O" ; r 140 -3 139 10 „ ;, �� ,� T.O.P. EL. 144 -8 s' �, °� _ 11 1 �0 -n 139 -0 `a - :: I , : : : 140'-10" _ 140 -8 129 8 I I ao 139' 0 13� -8 I ! T.O.P. EL. 149'-5 1/2" ,,�,, „� �" \ -I 149 -5, 1/2 _ „ - I 6 - 140'-7" ,r, F� N I I I z r 142 1 _ I 1 p.- II _ 11 ! _ II i ! 9 _ II 1 O ,, 4 3 (141 6I. 141 - 6 140 3 I I - T.Q.P. EL. 143 5 1/2 I " 136 4 I I 1/4"/FT. o la 1/4"/ 130 6 „. �° �, - s ROOF HATCH I 1 4" I I;:. , v 1/4 /FT. o O.D._ - O.D. 11 4" FT. I . I v O.D. O.D. - - - , I / I . O.D.o _ oO.D. s $ 0. E -: T : S :0 O.D.a ::0 � o v " , /FT. o o T.O.P. EL, 149'-5-1/211 146 -2 RE: A2.19/10' R.D. R.D. - o (.. ,- _ O.D. _ - w 138'-211 o RED. o.R.D. R.D. ) w D. CLERESTORY GLAZING R.D.r nR.D. 144 8 -' 141'-�" 140 0 ^11 - _ 11 140 -0 145'-10" - - 139 -0 ! B .... SHO 10" 3, p" 1p�rxli I. 00 - 1 0 140 4 T.O.P. EL. 149'-5 1/2" 145 -10" 142'-10" 143'-6' : WN DA HED / 139' 14 ,r°� r i I I ¢ ,_ " r �• � � T.O.P. cL. 144 -8 �• . ....: ACCE S LADD R > , T.O.P. EL. 149 5 1/2 T ! 139'-0 T.O.P. cL. 144 -8 w 140 8 I.O.R. EL. 14n 4 140 -1011 - \ � ..:j T.Q.P. EL. 143'-5 1/2 142 -8 RE: A .19/21 I / B `:1: :. '1 B BOXCAR MECrIA lICAL Fl Q, . 1 I I . -(�i .�. �..�, ®e I I m. I I i I _ I.. f, 1 0 BOXCAR M CHANICA B r 141 6 141 -6 141 1 ,.�. __ _ �.. a 142 2 142 r2 :.:. " I....., UNIT RE: 2.19/6 142'-0" 140'-O" UNIT RE: A2.19 6 \ .,....................:..... O.D.o ,, 1/4 /FT. .D. 146'-61t 11/4 /FT. oO.D. I - _ R,D, o o R D - - .. 139 -4 ' I.14 � - 142 -O 1 - � . - - I - - 140' 0 142' 0" 142 8 l42 -4 142 -9 ::. I <. _ 11 .:. l r I - T.O.R. E . 140 -6 I - B 142 -9 c� . I 140 1 . , - 142 41_1I,... ! ROOr NA KWAY PAD I I I L} 1 146 10 146 1 0 I .� ,_ 1l T .� � �. .. ,_ II ,_ II _ , .,.. � . , . .. , ;: �,' .. .. ..� ...� _ ........y.�. am o� - au.m �.•� I I 1 2 8 v� I „- 141 6 140 1 BOXC R MECHAN C L >:. '...._ RE: A2.19 12 TYP. "�" B I A I 6' �} I _.. O �R h1ECNANiCAL .-� ( P _m.. _ _ r i f ;; I S I 4 FF. o SLOPE I SLOPE a 137' 1 136 -2 130 8 136 -2 137 -o 144 -7 - " _ It UNIT R�. A219 6 PLOP UNIT RE, A2.19/6 B. .,.. ...... .. I AT�LLIT� DI;SrI / / D. O.D. o v 1/4 /FT. : 144 4 144 / E SLOP I - . 141'-6" I �" I SUPPORT, R F. o.R.D. 141 -o _ " 140 8 w . R D -- + - i :.: ROOF WALKWAY PADS s _ A 141 -1 :I :: 11 F 142 0 �, 140 -8 i _ 1 144 3 NOT_ 11 , II - RE: A119/12 TYP. [ _ , _� -C _ - I k �I ACCESS -- ' - - -1 ---- , - I 0 . . I � /I 144 r5 1 ^ - �� HIGH DECK .I: 144'-6" 144'-8" 145'-1111 E �. E 140 6 w 5 . B. �2 0 w w •. 140 -8 144 -4 �� I . ] . F I. , . RE:A2. I9 '21 �y C� 143 10 . HIGH DECK " cc 141 -9' ACCESS LADD_R . � ' _ m � Z I ,:� ,- 11 '- 43'-1 � � .:. ...... ..: .: . ! .-. �..,.. I , II , II ' ... r - - - ITY - _ ., 144 3 1 142 -7 ¢ r. _: 5 .6Vff�]. _ _ >: I ' 138 4 139' 0146 6 146'-(11 146 6 146 6 146 0 ff\ I w " > RE.IA2.19/21 :.:_1 : " 141 6 141 3 _- - RE. A2,19/t: 142'-U" 139 -6 138 -4" I,- I r,144-3143 -61 142 0 e RE: A2.19/17 1. _ 11 , w , " 1 11 .: 11 � : .... . . - 142 - 8 I I /, I I , I I ,•-.-� 4� jj 145 -0 145 0 14� -0 143 -6 - ,. ,. , .... ,.... _., .. , 11 , II ,_ " ,:.< ;:: 11 � � , 140'-6 140'-0 14O -6 I - - Q . .. \\-. I \ .. i I 43 6 L _ " " 1 143 -6 142 -9 142 0 II 142 -0 ;- II 11 o ,...............,.......,. (..- . I 142 -0 141'-3 14U -6 140 6 I r~�w I I - N c� .... _ t .... - -- r ... .... .. .. r.. ..._. .. .......... ... , .... ! .. . ..... .. ... .. ..... .. .. .. .. : . .. .. .... .. ... .. .... ..... .. _ E :. ... 11 kk I I'- � , '' - . 0 ,Iu j.. E F I f .... ... ,.... .. . 1 10i� F.... D E D .: .. D E ' ram' L 143 6 / D M i"i� _ I aIt I o .. ..... .. 9 I _._ ...................... ...... ...... r{� ... .. I I _ _ w I } + .. 1, 1 3 6 1 ...-.... `� n ... 0 �I . ... .. ... , ..... .... ... ... .. .. .t.. �.......... 143 6 .. �. - II r :.. �.. _ ... a .. ... 1. • • RIDGE 46- r ;. � r - . ll�__) �?lv - :.: rn :. , - s:yt :';; E 1 6 RIDGE VARIES .._ " ,.. ....,::.. :......... v) . ... ...... _..� r - A �a .... �� .. �� ... ....:..... ..... ....: �T ........... RIDGE 145 0 I.. ! 1 �y A - RI ❑ �y �y tea .................... R 1 s .ice .. ... .... ... ....._ .. .. ..... ....... ...... .... ..+ ........ .. ...::. �.. ..... ,, .... _...-. .... .. ... .,.. _...1. ^ _ ❑_ •,, ...............,, +......:: .: ;. - j . w L..... F ❑ �- �y .. ....... tL .........:..... .. RIDG_ VARIES ❑ ►-- �................................................... _ _ ..... 1 1 r5 0 •.. [ 1 D - RIDGE /ARIES r ....... ... . --'fig t\\ J .. . .. w G 143 6 • !� . ....... . f � A ..�jl....... .... ........ _ 143 6 142 9 J 1 4 3 143 0 - :.".. .... WI G NA .. 145 0 14.5 6 .. ,....... ...........: ....I . . -.. .. .. ........ .. .. ... .. .. I. .. .. .. ....: �. : R00 ISO ��. ... F CATION n, D 145 [ L. ... _. F 40 6�111 { rto 10 {. E..JOINT TYPICAL .... .. ... {.. .. . .. , r ........ ... .. .. .. I ... ..... -.. .. -.... .. f _ 1 , .. I E F v_ .. u f - .. ..E 4 }. 1 3 D FD D D .. .......(. I......... 4E D ............ ... ( , 1. .. ..�. I J # r . [.. r.,. ... .l. -..... I II v)... R_. A2.19 18 {{ }}[ . E I... j.... [ 1'.4 I . -. :. Fes_- ...� ....::::.�.•:..�...�.�.. �..,.�.� ,-.. -... .. ...._ .f"tY.""t".. ,.. .. ...: [______�` .. .:'..-.:��-':':�'� _, ..._... _ It [ .i. .,. .. r t .tr.,. ..{.r. .. I q -ram, I_Y,�•� ... rr €��cf ram.. .�°rt.. , < , .. . I t I - __ I 0 'I BOXCAR MECHANICAL = - r rn UNIT RE: A2.19A I _ - " 142'-0" T.O.P. EL. 143'-5 1/211 1.r 146'-6" 146°-6 - A 145 0 145 0 143 -6 142 9 142 0 p 140 -6 140 -6 140' 6 140 o I _ 11 /, _ .I 140 -6 146 6 _ _ . �. H T.O.P. EL. 142 8 Q{ , II ! , n - ^ _ �� , 146 6 _ : II I 145 0 144 3 143 � _ 143 -6" 142 -0 142 -0 1�6 0 i 146 -0 <; � 145 -10 145'-6" � �_RQQF ISO I:q, 145 -0 144 -611 ,_ 11 ,_ 1t ��..� 1-�3 6 ,_ 11 ,_ II _ -- �. � 141 3 _ ,_ It , ,.II I B � 144 4 143 0 ,_ ,_ 11 � E _ E 142 3 141 10 140 6 I � 136 0 138 2 138 -o ,_ .I _ ,_ it , i 146 -0" ::JOINT-TYP / , 143 4 142 -9 142 140'-9' 140'-111 0 140'-2 140 -6 - " - 140'-611 ACC _ � 143 -1' 142 3 I 11 , 11 140 2 _ 140 8 139' 0 - - _I-REi.A2.19 1 :: 145-9, =S _/_- EXP. JT. A 1!•�, p r11 II / ..y it + n, u , .. - - - LADS-'F.' 1� I __- --I I .---- I -- --------- - -1- , u � & ,14� 0 143'- 142 -1 Rt. A2.19/3 E, r ---- - 138 -9 1-�? 0 :.. 14�n -O 140 -6 �: � - 11 I •. 511 1 1, � I RF "�.19/21 � I II �I i. , .- I' 145' 4" 145'-0" r,_ t1 _ 11 1r „ I _ = ® I A � . ll 139 - II: L I' N 145'-411 ...:....... 14n 4 145 0 14� 10 146'-6" 143 -9 144 0 I 143 1 N- _ :, I '� - ® - 145'-1111 9 D , II " " , 11 , II �_ II h:r" / , II , II ,_ 11 138'-3" -I - R.D. R.D.,o 146'-2 146 -10 R.D. o 142' 5 _ 142' 9 141 -0 141 -9 I 141 4 E � E I _ II I 141 -0 141 -0 139 1 oO.D. o O.D. o 142 8 I 138'-3" I N- I Q I 136'-5" 135'-'I 136'-7" - U II I I. : T 1/4 /FT. 1 I T 1/4 /FT. I 142 6 I - -- - r- _ I I { ! - 138'-7' . `1 SLOPE - !LOPE - I_ - - I T.O.P. EL. 149`-5 1/2" ---�- �--- _�-- 1 _. I _ .I . _ r T �y ^ _ BOX R MECHANICAL 145 7 I � � 14T 4 ,® 141 -4 i ,_ II o: � , � •:: B C F � 1`37 -8 ::: ;: _ ::..:..: • ..:.; � 134'-[`11 11 V - . 142 8 OX A M_CHANICAL 1 -4 M 144'-811 y' I Q r. _I 141 -0" UNIT RE. A2.19/6 " I A ROOF HATCH 145'-4" j 145'-�" y i" �, - ,r 141'-011 141'-0" I F //B\ , 139'-9 UNIT R•: A2.19/6 :BOXCAR MECNA ICA oI r+' BOXCAR ldECrI�NICAL 43 -6 - R.D. T.O.R. L. 136 -6" :UNIT RE: A2.19 6 �B 138 -4 I® 0..0 11 w E r 1 EXP. JT.-�; T 1/4 /Fl r " ✓ I UNIT RE: A2.1 '/6 9/10 T.O,P. Ei. 149'-5 1/2 / cL:_ 137 -8 �, " ".. o TYP:-RE: A2.19/7 � / o.. I _ RE; A2.19/3 I %130 -2 135'-10 1: 136'-6 i .� rtE: A2.1 rn 149'-5 1/2" ' lT.O.P. EL 149'-5 1/2"J 1.41'-4" N i 135'-10 / -1 c i ! o T.O.P. EL. 147'-011 oR.D. - jQ R.D. RO o Io 0 o I - I r _ _\ , - - 7 135'_ 111 - I \I R.D. R.D. i/ (�\- oR.D.. ( R.D.gI _ R.D.o I n.D. I R.D.41 1 IoR.D.. I 'C I o ..D. ROOF HATCH i� / aQ,D. 1 1/4"/F7. oO.D. '(`1/4"/FT.O.D. oO.D.'I`1/411/ I 1/�'I/11, O.D. �� oO.D. (.o I 1/4",/FT. O.D - oO.ID-�-Tn r 0.� oO.D. A o .D. RE: A2,19/10 I I . . L�J/1�1__ I I ,1 't �' l 11 /4 /r T. oI . " 11 /4 /FT.. - ,__ I I 1. I I . I I 91 . I I I I i \IN - / 140'-81 - � .. 11 - - I.. R - - T 1/4 /FI. T.O �. EL. 142' 811 139'-0" 14U'-2" 139'-10" 139'-1011 142'-3" 145'-0" ® - - IIll - o 135 4 a�.. iJ�l�I l�� 43'-6" 140'-2" „s"" 138'-4" L -o-p 11 139'-10" 139'-10" - - 133 -10 T.O.P.EL. 147 -0 139 4 140 6 140 2 140'-2 142 3 11 -- �, ,` ,m s J % : 135'-8" 134'-9" I.C.) _ ��- ---- ~.�. --- -_•(IN. 143'-6" % � T.O.P. EL. 147'-0" 135'-10" ' / s T.O.P. EL 142'-18" .� - T.O.P. EL. 140 81 RERA6.4/4 ILL OVERFLOW A2 19hFR I J UPPER LEVEL E L � OVERFLOW SCUPPER � 142 3 � � .� r _ 11 TYP.-RE: A2.19/7r�o - 143'-611 " r 9 142 3 +� T.O.P. ELL. 142'-8 '' __ T.O.P. EL. 132'-9" �A 1 -� i 147'-0" 142'-8" �' ,�, 9 ¢ ¢ �_ ..� j A7.3/6 T O.P. EL 144'-8" i N N OVERFLOW SCUPPER ,, r° Q ¢ STANDING SEAM METAL ROOF LIGHT CANOPY t I TYP.-RE: A2.19/7 � 000 � cz oz ON RADIUSED BARREL VAULT L ® --� •- - �- z 0 0 I <� �� w l `1 '+� 9 s '•'' - °� Qo Qa \ SLOPED FLAT SEAM c\;� c\i� ;y ,6 ', / �� In¢ MTL. ROOF . I ZL. z� (N. ,i r, . ®.�. ®`' ) 0.0 � o �o UPPER LEVEL EAST ENTRY 0 ¢ - < � ¢__ _ o- 0 1 .v o.o.v.d._. r®� mo coo LEGEND ¢ ¢ zC-<o . 0-¢ m_< / %'� ¢o 0¢--o =¢ ¢ ` I `' Wo Oa / 20 27 - � wo L-Q SMOKE EXHAUST UNIT • C_ U- 135'-U" TOP OF STRUCTURE ELEVATION (BOTTOM OF DECK) NOTE: 1. TOP OF ROOF ELEVATION ASSUMES QA I / I 4'-6" 3'-6" ,, 17'-6 3/4" I I I SKYLIGHT 2" RIGID INSULATION MODIFICATION - �;,� SIT TYPE A REF. A216/4, µ/III BE REQUIRED FOR VARIATION `�=J FOR TYPE "A" ALTERNATE REF. A216/6 . I I o IN INSULATION THICKNESS TO I . I -1 1 © SKYLIGHT TYPE "B" REF: A216/1 MEET THE SPECIFICATIONS . I I I 131 -0 I I I :D SKYLIGHT TYPE "C" REF. A216/2, =/ FOR TYPE "CIt ALTERNATE REF. A216/7 2. REFER TO STRUCTURE FOR TOP ` ! ENTRY CANOPY I OF STEEL ELEVATIONS ROOF I � SKYLIGHT TYPE I'D" REF. A216/8 - I 1/4" /FT. I - _- - . F I I I 3. REFER TO A2.19 FOR TYP. SKYLIGHT TYPE E REF. A21.6/5 ROOF DETAILS . I P .( +� I A O SKYLIGHT TYPE IT` REF. A216/3 T.O.P. EL. 142'-8" � - I- - - - - - i ROOF. PLAN N T.O.P. EL. 140'-8 NORTH SCALE: 1/32" = 1'-O" •- _ - CLERESTORY GLAZING © VAULTS ! T.O.P. EL. 132'-911 I 131'-0" I "ROOF AREA DIVIDER -REF. A2.19/18 I I IoR.D. ROOF DRAIN REF. A2.19/1 T.O.P.. EL. 144'-8" ;130'-6'1 06D.. OVERFLOW DRAIN REF. A2.19/1 I-H , / 1I .. I A i:��L.. jl . SINGLE WIDTH ROOF WALKWAY OUTLINE OF LIGHT PAD (2'-0") REF. A2.19/12 CANOPY ABOVE I -,**� I I � �j � ' PLAN I ! - � DOUBLE WIDTH ROOF WALKWAY • \ SCALE: 1/8" = 1'-O" .1 i A �N ADDITIONAL WIDTHS AD E1D ASM . I i i � / 1 PER ITEM A2.9.13 ADDENDUM A) . I .�,.®®®....6._.®m........m.®...v. - WALKWAY RAMP ©EXPANSION • & ISOLATION JOINT, REF. NOTE 10 AA_ . I s NOTE*- ALL TL. FLASHING / COUNTER �" . I , METAL PANELS, COPINGS, MTV.. ROOF, CURBS9 LROOF BLOCKING, CANTS, ETC. ARE TO BE SECURED T ROOF PER FACTORY MUTUAL, ROOFING MFR,, `- LOCAL CODE REQUIREMENTS® ' `J/ \ - _ - - - -_. --- -- - ___ _ _- _ - -- - _ ._. I , r . cn M �_ a a a)r-- I-- D L. z O U S c W o W � Z io Z � Q - 11'-O" O.A.23'-0 O.A. i r' I _._ f 6 - - 35'-0" O.A. ; _. 6 I(�6 61' 6" _ _ SHEET NOTES - ; 10'-0 � 22'-0" ARCH. FIN. � �� 61, _ I 34'-0 ARCH. FIN._ ARCH. FIN. 2'-0„ - --- ! 1. REFER TO SHEET AO:2 FOR`GENERAL-NOTES 2'-0" , 2'-0'• i & SYMBOL INFORMATION. 10'-01, I I 10'-01, I I 10'-0" �I 10'-01, I I 10'-0" i 2. REFER TO SHEET A2.15 FOR ROOF PLAN j N Q � IZ o A2.17/3 o I = I CO C� Q 1 N - -- - J L PURLIN BELOW PURLIN BELOW h RE: STRUCT. \ RE: STRUCT. SKYLIGHT 10A Nit SKYLIGHT 10A RCH. FIN. ARCH. FIN. BELOW BELOW SKYLIGHT TYPE _ "Ell I SKYLIGHT TYPE ►►1= �- _ ►► SCALE: 1/8" = 1'-0" SCALE: 1/8 1 G ?19. 20I 10.4 -- -?7_5 ------18--------------- - 19 19.5 20.27'-4 1/2T _2 "O.A. 27'-4 1/2" (N.T.S.) (N T. S.) (N.T.S.) _99'- 7 9/16" I 5>_ _ I 1' -4 1/16" - 29'-7 9/10 I 1� U __ ----- 1'-4 1/16" 1. 8 (N.T.S.) I- ( ) 15'-0" ---- I 29'( 7 9/) 6 i 30' 0 -- ' _ 3'-7 15/16" - 3'-7 15 - � N.T.S. 1._8�� _ 8 .T.S. + 3" 6'-8" I.3'-4 -4'; 23'-4'' _4 .-4 6._8'' � 3" i 31� � 3,_4„ 3 _4 1 4 1/1 _ A2.17 3 �� I I I A2.17/17 I o f = z II I I I �T I I A2.17/17 o / o I I I 7 ARCH. FIN. o ! T I =w =i- I ' I A2.173 = I -I / I BELOW I co I o N I� I o' < o I rnl � a I I I i -II \� N L I I IT, J I PURLIN BELOW n RE: STRUCT. SKYLIGHT 10A N SKYLIGHT TYPE "D" SCALE: 1/8" = 1'-0" 16.E 17.5 18 - 27'-4 1/2'' I 63'-10" O.A. (iN.T.S.) - -- I -1 29'-7 9/16" ; 15'-0'' 30'-0" c " LO ; o - I cC) ul I Q- I I o c- o I zl (T N o �` A2.18/2&3 HI o rs _ A2.18/6 MID CD a A2.18/1 LO Qo O I � I Eo Lo I I I o i in I _ STANDING SEAM' METAL ALTERNATE SKYLIGHT TYPE �- licit FIRE TREATED NURTH SCALE: 1/8" 1'-0" ROOF ON RIGID INSUL, WOOD BLOCKING ON METAL DECK ----� _ �\ FLASHING II' CLEAT B.O.D. STEEL TUBE RE: STRU. VARIES FIRE RATED J \-SEALANT BLOCKING L -3/8'' CEMENT PLASTER ON f 1/2" SHEATHING 5/8'' GYP. BD. ON I N 3 5/8" MTL. STUDS 16" O.C. W/ LATERAL SUPPORT © 4'-0" O.C. PLASTER DRIP J MOULD & SEALANT REGLET - CLERESTORY STOREFRONT 10 1/2'' 4 1/2'' 5'' ON SHIM DETAIL SCALE. 1 1/2" = 1'-0" 10 1/2" 4 1/2 5" �/8" -� 14 1/8''SEALANT &BACKER ROD 5/8" GYP. BD. ON 3 5/8" MTL: STUDS j FIRE TREATED WOOD BLOCKING SLOPE i 157'-2 +' I 157'-0 1/2" d T.O.S. PAINTED FLASHING W/ CLEAT TYP. STEEL TRUSS I RE: STRUCT. DIAGONAL 3. 5/8 MTL. STUD @ 4'-0'' -ATTACH + TO ALL VERTICAL MEMBERS �---- 3/8" CEMENT PLASTER ON 1/2" SHEATHING go DETAIL SCALE: 1 1/2" = 1'-0" ONOTH ALTERNATE SKYLIGHT TYPE "A'' SCALE: 1/8" = 1 0 19 ll uE G SEAM :OOF 13, PACED L. ,FETY ✓1ENT FS TYP. IN. 15'-0" 3 -4 3 -4 10'-3 1 5/1 6 ,;� 23'-4 10'-3 15/1 6co SKYLIGHT TYPE ® G SCALE: 1/8 = 1 0 SKYLIGHT TYPE "A►► SCALE: 1/8" = 1'-0" 20'-7 3/8'' O.A. SKYLIGHT -19'-4'' O.A. ol MTL. ROOF 8" 8'%1 1- STRL. 1'-3 11/16"1 16'-0'' 1 I ARCH. FIN. CLERESTORY WINDOW ARCH. FIN. BELOW BELOW I A2.17/16 HI II I A2.'17/10&14 MID SKYLIGHT 10A II II II II A2.17/9 LO , I-III STANDING SEAM STANDING SEAM METAL ROOF 13A - - - - - -��- - - - - - METAL ROOF 13A ARCH. FIN. A2.17/15 HI BELOW - A2.17/10&14 MID ,I; LIFE -SAFETY A2.17/9 LO - ATTACHMENT SKYLIGHT 10A 1 I -' ; EYEBOLTS TYP. 1 11 L 7 EQ. SPACED i II II II II II PURLINS � � I A2.17/16 HI , Y o v A2.17/10&14 MID I i. II II II II RE: STRL. cn Q A2.17/9 LO it I a ii ii ii I . LIFE -SAFETY - - - - - -+ ATTACHMENT Ln EYEBOLTS TYP. A2.17Q /15 HI o _ r A2."17/10&14 MID. o o - I N I A2.17/9 LO o� - ,-n� I 5 EQ. SPACED III II II II it I PURLINS II tit I! II II RE: STRL. �I II II I� II II_J II n I u n l SKYLIGHT TYPE -- 1113►' SCALE: 1/8" = 1'-0'' / II PNO��i G i f SHEET: !' I l A2. JOB NO. 9303 DATE: 3/21 /9 4 I . S � [ _ GUTTER•FLASHING Off - -; - a f 1/2 FIRE RATED SKYLIGHT SYSTEM O, PLYWOOD 0N 3 / 5 8" MTL. ?' re MTL .STUDS "@ 16" O.0 1 45'-6" I 10 -0„ PAINT / o. + : SKYLIGHT SYST EM ( STANDING SEAM T 7, F = - - - �: TOP OF r 5„ j 3„ i LIFE SAFETY ATTACHMENT i 5„ i 2" i r r ' ; ROOF ON RIGID INSUL. MTL. FLASHING ON 1/2" r ,\ ,� U FIRE TREATED PLYWOOD T - - _ - JOIST (VARIES) EYEBOLT REF. STRUCT MECH. FASTENER \ L AI p- EXPOSED MET DECK J I E - - - j- - SECURE TO RESIST -PAINT FLASHING BY SKYLIGHT /I ,,' / RE: STRUCTURE ON 3 5/8" MTL: STUDS i ;I 3000 LB. FORCE. SEAT_ I INSTALLER �`� _ RLL - „ J MOULD AROUND ' STEEL JOIST O I 4 CHANNEL L "'- RE: STRL. � / EDGE ANGLE RE. STRL. RE: STRUCT. I f � _, - i SPRINGLOCK FLASHING 3 5/3" METAL STUDS @ fl 3 5/8" MTL. STUDS < — I 4'-0" O.C. WELDED z (Q f r= ( z MTL FLASHING BY Q @ 16'' O.C. BATT INSULATION / STEEL TUBE RE: STRL. I I �_ TO JOIST ANGLE I , I �I s SKYLIGHT INSTALLERS I; rol. 11. 5/8" GYP. BD. ON 7/8 I I I I BOTTOM OF = \ �l MECH. FASTENER � II ( /FURRING CHANNELSCOLUMN BEYOND i _JOIST RETRUCT. SEALANT EASMSTANDING � l METAL ROOF— \ _ SPRINGLOCK O FLASHING 3BASE FLASHING 39 W/MCHFASTENER90 r I I III 4" FIRE -TREATED r r �- ul WOOD CANT j s /� > BASS FLASHING ON - - II - 1/2" FIRE TREATED J I 1-)� I -� Q0 PLYWOOD ' i % 4" FIRE -TREATED SEALANT WOOD CANT -� I FIRE TREATED i - - - -\ - - - - - - - 143'-6" 5/8" GYP. BD. ON & BOND 2'' X 6" WD. BLKG.-� \ WOOD SHIM �. 3 5/8 METAL BREAKER � W/ 1./2" PLYWOOD, i BUILT-UP ROOF ON -, STUDS @ 16' O.C. TAPE_ (� I�. 1 3/4" FIRE TREATED I 1 3/4" I � I RIGID INSULATION ON VARIES E ( - `I STEEL TUBEPTL. DECK FIRE TREATED 1'-0 .. I WOOD BLKG. IV I ( I I I 5 RE: STRUCTURE 3 5/8 'RE: A2.17/19 FOR TYPICAL NOTES�- - I 3 /8 J r 2 I, '-0" I - - -I GUTTER DETAIL I � BUILT-UP ROOF I SCALE: 1 1/2„ _ „ - 1 0 � � I ON RIGID II�TSU� L'�-5/8" GYP. BD. ON � 3 .5/8" MTL. STUDS METAL DECK � I" @ 16" O.C. � RE: STRUCTURE STEEL SUPPORT EDGE ANGLE RE: ;STRUC. 71/8 SPANDREL DETAIL I 1'-O" 6 1 0 @ O 7 1 /8„ I SCALE: 3/4" = 1: _ 0„ 3 5/8" MTL. STUD I z MTL. PANEL ON RE: A2.17/4 FOR TYPICAL NOTES 7/8'' I @ G FURRING ft�r RE; A2.17/4 & 8 FOR TYPICAL NOTES : A2.17/12 FOR TYPICAL NOTES - ' �- CHANNELS 1 �- J , � SKYLIGHT DETAIL SKYLIGHT DETAIL FETAL ROOT° DtTA,�L I SKYLIGHT DETAIL a . � SCALE: 1 1/2 - 1'-0 „ SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 3 5/8" MTL. STUDS @ 16" O.C. N II I 1'-3 11/16" II 3" STL. TUBE RE' STRL. / [ 3" 2'-0" I 1'-9" I 3EXPOSED MTL. I i 13 1/4" i ,-9„ 13 , DECK RE: STRUC. -FRIGID INSULATION i VARIES I I I I If) - 1 - - - - - f —EXPOSED MTL. - ,' -------- -- - - E: STRUC 0M 6 i VARIES DECK R ARCH, FIN. MTL. STUDS WING WALL DETAIL � �� „I 1 � @ 16" U.C. � SCALE: 1 1/2" 1'-0" , i 1/2'' SHEATHING —BATT INSULATION FIRE TREATED METAL COPING CAPS WOOD SHIM 4; 37 1/2" FIRE TREATED - _ 163'-0" --- -. - - STEEL TUBE s r PLYWOOD - - r?E: STRUCTUE _ , co - " 3/8" CEMENT PLASTER - - - - �,{ Z x I + I + i 1 3/4" 7, ON 1/2" SHEATHING MTL. REVEAL I TREATED- I I�. _x FIRE REA .� REVEAL WD. BLOCKING r �I � + + + + „ � � � 0@N1 � 5/J8� MTL. STUDS - PAINT BLACK I�JOTE; - > , - r I ( I AT ALL CURBS OVER 18" '� 152 0 I 1 5/8 GYP. BD. BOND STUD PRO LL @ 16" O.C. I • .5/8 CEMENT PLASTER � 5/8 GYP, BD. � �� ON 3/5/BSHMTLHSTUDS SEALANT & B N i BETWEEN '� 3 5/8" MTL. STUDS ° I II @ 16" O.C. 11 I BREAKER TAPE J ( FOR PLY WD L BACK-UP. CHANNELS z @ 161, O.C. I r �{ , 9 1/2.. I 2" SEALANT & BACKER ROD-� 2 -1/2„ \\ -1 1, i i '� - 1 " O STL. TUBE I ALUM. & GLASS CLERESTORY �4-I U RE: STRL. 19 1/2311 RE. A2.17/7 FOR TYPICAL NOTES 1'IL z , I; I I'LERESTORY�IETAL ROOF RE: A2.17/2 FOR TYPICAL NOTES C) MTL. PANEL ON I RE: A2.17/8 & 14 FOR TYPICAL NOTES '� 7/8 FURRING I LJ S _ �' � CLERESTORY/METAL ROOF SKYLIGHT DETAIL _ SCALE: 1 1 /2 1 0 CHANNELS ji 7 1/8" 7 1/8" noSK 1 LIGHT DETAIL Li r. ,� - ,_ i, „ SCALE: 1 1/2 - 1 -0 �J Li I SCALE, 1 1/2 1 0 i 1 -3 , SCALE: 1 1/2" 1'-0" li �I 3 1/4" i ii-- — — -- — a W i 3 5/8" MTI-. STUDS BACK i' L - - - - - - - +- -1 156'-2" z MTL. FLASHING I I TO BACK AT 32" O.C. „ 3 z ON 1/2" FIRE \' I; i 1 2'_0 [ 9'-0 O.A. [ TREATED PLY.WD. y STL. TUBE STF_EL TUBE BEYOND �' _ J RE: STRUCT. RE: STRUCTURE - 8'-0" 6" — SPRINGLOCK- o f 1 4 3/8'',, 7 5/8„ FLASHING — z , / ARCH. FI� - i r TO COL. LINE BASE FLASHING SKYLIGHT SYSTEM 8" MTL. STUDS r r „ 4" FIRE -TREATED - „ I (� 1/2 FIRE TREATE\ \ WOOD CANT co 37°'v / I .y I @ 16 O.C. PLYWOOD MECH. FASTENER STEEL TRUSS - FLASHING BY SKYLIGHT B.U. ROOF ON \-- 163'-0 > RE: STRUCT. BATT INSULATION 1 PAINT \ INSTALLER RIGID INSUL MTL. DECK 12 f 3/8 CEMrENT PLASTER RE: STRL. „ r "J" MOULD 3 ' ON 1/2" SHEATHING I SEALANT {{ �- VARIES 3/8" CEMENT PLASTER [I„ I' I SPRINGLOCK FLASHING f ON 1/2" SHEATHING I I j W/ MECH. FASTENER '1 .3/4" ------ ;y-- l--------.------------ STEEL TUBES / I' BASE FLASHING z r - 4 F IRE -TREATED RE : STRUCTURE 5/8" GYP. ON 3 5/8 „ FIRE r r 5 2x FIRE TREATED STL. BENT PLATE 3 5/8" MTL. STUDS I'' ( MTL. STUDS _ ND. BLKG. ON 1/2 FIRE TREATED PLY.WD. RE. STRUCT. @ 16 O.C. I i ! BATT. INSULATION .� WOOD CANT 8 1'- 1 5 8" GYP. BD. 2" X " WOOD BLKG. `9 I & 1/2 PLYWOOD, _ 8" 16 GA. STUDS / I FIRE TREATED �(o WING MALL DETAIL �:rill CONT. I', 3/ l J BUILT-UP ROOF ON SCALE: 1 1/2" = 1'--0 i - _ 3 5/8" 12 GA. � I I 5/8" GYP. BD. 4" STL. CHANNELS RIGID INSULATION �•i i RUNNERS CONT. l I RE: STRUCTURE �� METAL COPING CAP!.IN -----I---- 1/2" FIRE TREATED i [ 161'-0 3„ 4 7/8„ 4 5/8„[ 3„ I �. PLYWOOD -- --- �16'-0" J METAL DECK 9 1/2 J [ RE: STRUCTURE .J CLERESTORY DETAIL REcSTRUCTURE I ' EL ANGLE FIRE TREATED � I T + + + 2x FIRE TREATED ( O WD. BLOCKING ( WD. BLOCKING o SCALE: 1 1/2" = 1'-0" + + + + 152'-0" - STANDING SEAM MTL . III ( I 5" 4 1/2" I 10 1/2" 3 5/8" MTL. STUDS , 8:' " � 1'-0i 16'-0" � I „ i ROOF ON RIGID 3 5/8 MTL-. STUDS ,� @ 16 O.C. INSULATION I @ 161, o.c. CLERESTORY DETAIL SKYLIGHT DETAIL STL. CHANNELS RE: STRUC. �\, i ' STL. TUBE RE: A2.17/4 & 14 FOR TYPICAL NOTES RE: STRL.] ON - „ CLERESTORY/METAL ROOF CEMENT PLASTER I 1 . _---_--_ ON 1/2" SHEATHING �• VARIES MTL. PANEL ON 1' II I SCALE: 1 1/2" = —0" I ! I I [ 7/8" FURRING METAL DRIP it r I „ I I STEED! TUBE BEYOND 2,_0„ I 9' CHANNELS I I METAL FLASHING RE. STRUCTURE �. i ALUM. &GLASS 1. W/ MECH. FASTENER MTL. DRIPS 1'-9" CLERESTORY I 1/2" FIRE TREATED _ ; BATT INSUL. @WALL BEYOND I ' _ ARCH. FIN. FIN. SEALANT & PLYWOOD MTL. STUDS MTL. FLASHING3 5/8 4 6 1/410 3/4 7I1/8 BACKER ROD SEALANT & BOND STANDING SEAM @ 16'' O.C. @ WALL BEYOND STL.TUBE MTL. ROOF SYSTEM 12 MTL. FLASHING BREAKER TAPE RE: STRL. 5/8" GYP. B. 4 1/2" FIRE TREATED CONDITION 7 5/8 DECK ANGFJ PLYWOOD LIN157'-2 "J" MOULD TRIM BEYONDcoR. STRL. &=4 I 151 611 8 MTL. STUDS @ 16" O.C. Z I 4 5/" 2'-10 1/8" 4 5/8" i 3/8" CEMENT PLASTER` ON 1/2" SHEATHING I J VARIES j a / FIRE TREATED WOOD SHIM I RE: STRUCTURETE ISTRUCT. r I I N.T.S. ` - 5/8" GYP. BD. \ RSTRUC BEYOND I I 5/8 GYP.BD. I� I I BATT INSUL. RIGID INSUL7-EXPOSED STL. TRUSS I I ON 3 5/8 _ T T T T _ - J 3 5/8" MTL. STUDS RE. STRUCTURE MTL. STUDS @ 16" O.C. ( �,/ EXPOSED MTL. DECK 4„ ( ; f i @ 16 O.C, I ( RE: STRUCTURE I I NOTE: I -� AT ALL CURBS OVER 18" • , 3 5/8" MTL. STUDS GUTTER FLASHING (' I ( I I r I+ - I HIGH PROVIDE 3 5/8" MTL. S H E ET: �J 16" O.C. ON 1/2" FIRE STL. TUBE 2" X 6" WOOD BLKG. �1 I I� i I =� I C „ - [ I r STUD INFILL @ 16 O.C. [ & 1/2" PLYWOOD, 1'-8" 1'-0" I ( BETWEEN STL, CHANNELS 1 RE: STRUCTURE I FIRE TREATED - - - - - - - PLY.WD. BACK-UP. TREATED PLYWOOD - T a FOR P VARIES ,_ , 1 4 3/8 „ I EDGE ANGLE I f 8" 1'-O" 16'-0" ------------- 2'_8 TO COL. LINE - J� A� o �� RE: STRL: ,! , 7 - RE: A2.17/2 FOR TYPICAL NOTES 44 RE: A2.17/19 FOR TYPICAL NOTES I r RE: A2.17/2 FOR TYPICAL NOTES J O B N O o VYING WALL DETAIL a CLERESTORYDETAIL �-- CLERESTORY DETAIL SKYLIGHT DETAIL 9303 SCALE: 1 1/2 1,_0 1' S o SCALE: 1 1/2" = -0" O CLERESTORY DETAIL SCALE: 1 1/� 1,-0" SCALE: 1 1/2= 1-0= " '" - g DATE: J ' SCALE: 1 1/2" = 1'-0" � f, 3/21 /9 4 ;� : ,_ .� STANDING S - - � � ..� .: _. �, a SEAM MTL. ROOF- -. - -- . •• , .. ON RIGID. INSULATION MECrf. _ = - '� FASTENED -TO 3�'-- MTI_. DECK i 1 L . TAPERED FIRE - z �. RE TREATED \E oL0 WD. BLOCKING STEEL TUBES & J-MOULD-------- .. I ANGLES, RE: STRUCTURE I. ATE FIRE TREATED PLYWOOD % . CONTINUOUS 1/2 , _ STEEL EDGE ANGLE B.O.D. EL. 147'-6" ' SKYLIGHT SYSTEM 3 5/8" MTL STUDS @ 16" O.C. 1'-4 1/16" STEAL STRUCTURE .%—W/ _ RE: STRUCTURAL FULL BATT INSULATION F FLASHING BY S - 1 811 1'-4 1/16" 3 STANDING SEAM 3 5/8 MTL. STUD @ INSTALLER r 4'-0"O.C. SECURED TO -' j METAL ROOF 5/8, GYP.BD. ON STEEL TUBE, ,� SEALANT �� li: I , 1'-O" 4 1/16" ' _ • 3 5/8" MTL. STUDS � 3/8" CEMENT PLASTER � RIGID INSULATION MECHANICALLY FASTENED TO MT K @ 1.6" O,C. W/' . - �� ON 1/211 SHEATHING ON �/ 1, - �—•I� I rN D L DEC ' / FULL GATT INSUL• + T 3 5/8 MTL STUD @ 16110.C. STANDING SEAM METAL=77 ROOF ON RIGID WSUL z STEEL TUBE BEYOND i; ( ^i - - - - -1Ms - I I I I --- 46-6 BEYOND RE: STRUCTURE - r-r -- - --�- _ - r - - >. SATING SEALANT I � PLASTER DRIP REGLET � ,�. \ "J" .MOULD \� I I' - COUNTER f ASHING —� I ALUMINUM STOREFRONT TUBE. COLUMN � ON 2X FIRE TREATED " SHOWN DASHED �: bV/ GLAZING WD. BLKG. MECH.. FASTENED �� EDGE ANGLE �I, 1 0 g TO 3 5/8 MTL. STUDS ,�\�� \ REFER STRUCTURE 1 „� I 3 EXPOSED METAL STEEL TRUSS DECK S�FEEL TUBE HEAD COND.' @ CLERESTORY � j RE: STRUCT. � /REFER STRUCTURE 3/4" 39� 3/8" CEMENT PLASTER 3 5/8 MEl'AI -STUDS �� STEEL \ 1I (` inn " ON 1 2" SH EATHING / ATHING I �Tc� L TUBE � + ALUMINUM STOREFRONT. I 3 ,5/8" METAL \ W/ GLAZING STUDS @ 1 RE: STRUCT. - �- BATT INSULATION /2 t\ .I 16" O.C. W/ FULL BATT. I \ _ + - I TUBE COLUMN INSULATION , ! T + + SHOWN DASHED. I I i II �- � '152'-6" 3 5/8" MTL. STUDS } 1 ...... .... .. I I 3 5/8 METAL STUDS WELDED \ @ 16 O.C. SEALANT & TO STEEL TUBE & SECURED r - - - \ �: REVEAL PAINTED METAL REVEAL ' BACKER ROD I I � . � CLIP ANGLE WELDED TO CONDITION I-0 -STUDS @ 4'-0 O.C. � I SCOPE BEYOND , + STEEL STUD & SECURED _ 143'-6 1- ' 152'-0" ( 3/8" CEMENT PLASTER ON 1 2" S' 8" 1 1' 0" _ ( 5/8" G'(PSUM BD. ON 3 5/8 + + T I o� j / H�ATHING METAL STUDS @ 16" O.C. 3 5/8" MTL. STUDS 1 5/8 GYP. BD. FIRE TREATED ,F'' + I @ /8' O.C. ! + + I WOOD SHIM I, SEALANT GUTTER FLASHING ! l,_8„ 2 1/10 I� �,I ON 1/2" FIRE RATED I + + 3 5/8" METAL STUDS @ I \ SPRINGLOCK FLASHING PLYWOOD 16" O.C. i W/MECH. FASTENER II 10 3 411I I6" 6 I Q-g CLERESTORY/METAL ROOF DETAIL BASE FLASHING ON z SCALD. 1 1/2 1 —0 1/2" FIRE TREATED 5/8 GYP.BD.," PLYWOOD - I L E R E S-T O R Y E TA L „ l ON 3 5/8" MTL - - STUDS @ 16"O.C. 4" CANT -� SCALE: 1 1/2" - 1' 0" STEEL STRUCTURE 2" X 6" WD. BLKG. -RE: STRUCTURAL W 1/2'' PLYWOOD, FIRE TREATED i 3" i 1'-8" 1'-4 1/16" STANDING ��-- o SKYLIGHT DETAIL SEAM I I METAL ROOF SCALE: 1 1/2" 1'-0" 4 1/16 _ 14'1'-611 - � E � 7 1/8" 1'-0" i I -- RIGID INSULATION MECHANICALLY - - y- - - -FASTENED TO MTL. DECK , i METAL DECK RE: STRUCTURE E 1� STEEL SUPPORT EDGE TR CTURE I / SILL COND. @ CLERESTORY SCALE: 1 1/2" _ '_ �� / 0 STANDING SEAM METAL ROOF ON RIGID INSUL . - MECH. FASTENED TO METAL DECK MECH DIFFUSER MECH. DUCTWORK 3" EXPOSED METAL DECK \ R� "J" MOULD E: MECH. 5/8" GY REVEAL P.BD. ON 7/8" FURRING CHANNELS CONTINUOUS CLIP ANGLE WELDED TO--'—\ j ON STL. BEAM EDGE ANGLE & SECURED EDGE ANGLE TO STUD \ , REFER STRUCTURE TEEL TUBE 5/8" GYP.BD. RADIUSED 5/8" REFER STRUCTURE GYP.BD. � ON 3 5/8" MTL _ ON MTL. SUSPENSION STUDS @ 16"O.C. SYSTEM \ 39°\ 3 5/8" MTL. 3 5/8'' METAL STUDS @ \ SMOKE STUDS SPANNING C. O.C. W/ FULL BATT. j EVACUATION PLENUM: 1'-1 1/811 INSULATION - MAINTAIN AN OPEN , BETWEEN VERTICAL �� \ 1526 PLENUM W/O 8 7/8" 1 4 ',1/4" STUDS ATTATCHED I, OBSTRUCTION TO J/ MTL. CLIP ANGLES \� AIR FLOW CLIP ANGLE WELDED TO COVE LIGHTING ! N 152'-0" I f� o TOFEL STUD BE &SECURED RE: LIGHTING \ 5/8" GYP.BD. ON 3 5/8" DRAWINGS -� ,r - MTL. STUDS SPACED @ 16'' r+ + +T+ t: Eo O.C., TYP. W/ SPACING @ EA. SIDE Or DUCTWORK � + + � _ , I WHERE APPLICABLE + + III 3 5/8" METAL STUDS @ 135'-6" + T Ti METAL PANEL ON FURRING ;I I �� 16" O.C. CHANNELS 10 1/4" 1 16" 611 LIGHT COME DETAIL I. SCALE: 1 1/2" BUILT-UP ROOF STEEL STRUCTU RE: STRUCTURALE METAL ROOF DETAIL A2.18/13 SCALE: 1 1/2" EI = 147' + r+l—+ + I 146'- 6" I 1 1 1 5/8'' GYP.BD. ON STEAL STUDS WELDED TO 3 5/8" METAL STUDS1 I !8 j STEEL TRUSS & SECURED TO Q @ 16" O.C. VERTICAL STUDS @ 4'-0" O.C. I -1 TUBE COLUMN BEYOND I SHOWN DASHED ��---- jl T T +1 T ALUM. STOREFRONT I I Q I M �+ + +1 + �- + +� W/ GLAZING 1 ' - 0"� �i - - 1 1 I A2.18 12 i l i 1 143'-611 I 145'-6" — MECHANICAL FASTENER--� L Z SEALANT & BOND BREAKER 2-5/8" GYP.BD. ON > SPRINGLOCK FLASHING-� 3 5/81, MTL. STUDS CD AT 12" O.C. 1 BASE FLASHING ON 1/2" FIRE I EXPOSED TEE TRUSS BUILT-UP ROOF TREATED PLYWOOD �� REFER. STRUCTURE _ i • ' 141'-6" - _ II i . - - - _ 411 CANT ___. 211 X 6" WD. BLKG. FIRE TREATEDP PLYWOOD, 4 ' /41161 ( STL. STRUCTURE I• RE: STRUCTURAL I 3'5/8" STUD SECURED BUILT-UP ROOF ON RIGID 4x4 -STRUCTURAL I I r TO MTL. DECK - LOCATE INSULATION TUBE - RE: STRUCT. I I j /ON EACH SIDE OF DUCTWORK AND @ 4'-0" O.C. I+ _j TYP. ' 145'-011 - --_ -- --- REVEAL - - - - - t �— F 00 CONT. 3 5/8" STUD 6 4'-0"O.C. 1 1/2" METAL DECK--J SECURED TO STRUCTURE STEEL SUPPORT & EDGE o I / / A2.18/11 MECH. DUCTWORK ANGLE REFER. STRUCTURE Go -- - + RADIUSED 5/8" GYP.BD. STEEL JOIST + + / ON MTL. SUSPENSION REFER STRUCTURE : CD MECH. DIFFUSER +/ SYSTEM ; RE: MECH. ' x . o REVEAL 3 5/8" MTL - ONT STUDS SPANNING BETWEEN VERTICAL - =1- r-+= 141 '-0" STUDS ATTATCHED !n W/ MTL. CLIP ANGLES STEEL STUD WELDED TO JOIST & SECURED TO VERTICAL 1 - -. r + - _. 5/8" GYP.BD. ON 3 -5/8'' STUD @ 4'-0" O.C. 1 ' 135'-6" + + MTL STUDS SPACED @' 12'1 + + O.C., TYP. W/ SPACING @ I EA. SIDE OF DUCTWORK - WHERE APPLICABLE 1'-6 CLERESTORY/FETAL ROOF DETAIL CLERESTORY DETAIL . SCALE: 3/4 1 0' SCALE: 1 1/2" = 1'-0" 3/8" CEMENT PLASTER ON 1/2" SHEATHING J—MOULD FULL BAT INSULATION- 3 5/8" MTL. STUDS @ '16" O.C. GUTTER FLASHING — ON 1/2" FIRE TREATED PLYWOOD 151'-611 STEEL TRUSS - RE: STRUCTURE 3 5/8" METAL STUDS @ 16'' O.C. 5/8'' GYPSUM BD. ON 3 5/8" MTL. SEALANT & BOND BREAKER PAINTED STEEL B( TRUSS RE: STRUC 2'-9 1 4 1 /811 I STANDING SEAM METAL ROOF ON RIGID INSUL. - MECH. FASTENED TO METAL DECK 3" EXPOSED METAL DECK CLIP ANGLE WELDED TO EDGE ANGLE & SECURED / TO STUD X 3 5/8'' METAL STUDS @ 16" O.C. W/ FULL BATT. INSULATION ' 152'-0'' �� .� 471 v I 411 z 1'-6 1/4" s I 10 3/411co I + + + I I'' 1 16" Y 611 151'-0 (H.P.) 1 J 145'-6" L.P.) I 1 E CLERESTORY/METAL ROOF DETAIL SCALE: 1 1/2" = 1'-0" CLERESTORY/METAL ROOF DETAIL SCALE: 1 1/2", = 1'-0" "J" MOULD EDGE �} GLE R: RUCTURE / STEEL TUBE RE: STRUCTURE 390 70 152'-6" 1[` I CLIP ANGLE WELDED TO STEEL TUBE & SECURED o TO STUD 0 3 5/8'' METAL STUDS @ 16" O.C. I STEEL TUBE RE: STRUCT REVEAL 3/8" CEMEI\ ON 1/2" SH SEALANT & STOREFRON- EL. = 152'-0" SAFING 3" EXPOSED METAL DECK 3 5/8'' METAL -STUDS @ 16" O.C. W/ 1/2" BATT INSULATION SAINTED METAL REVEAL 5/8" GYPSUM BD. ON 3 5/8" v1ETAL STUDS @ 16" O.C. CLERESTORY/FETAL ROOF DETAIL SCALE: 1 1/2" I 8" I 1'-p11 2 1/2" 4 1/2 I 11_111 1 — STOREFRONT SYSTEM ON SHIM AS REQUIRED SEALANT. - CONTINUOUS —3 5/8" MTL. STUDS @ 16"O.C. ON 2x6 BLOCKING ON 1/4" FIRE TREATED PLYWOOD BLOCKING EL. 152'-6"J, + 3 5/8" METAL STUDS @ FULL BATT INSULATION i -- 16" O.C. I 1 METAL PANEL ON 7/8" 7 1/8" 611 611 FURRING CHANNELS 1 ON 3 5/8" MTL. STUDS BD. ON @ 16" O.C. vi _TAL STUDS I z I + T T 5/8 GYP.BD. ON 3 5/8" +-+I i +�+Jf MTL. STUDS @ 16"O.C: 3 5/8" MTL. STUDS WELDED MECHANICAL FASTENED - - TO STEEL TRUSS & STEEL TRUSS SPRINGLOCK FLASHING N SECURED TO VERTICAL MTL. RUCTURE ( _ STUDS @ 4'-0"O.C. BASE FLASHING ON 1/2 C FIRE TREATED SHEATHING BATT INSULATION 4" CANT 7 5/811 2x6 FIRE TREATED REVEAL WOOD BLOCKING -� 145'-0"(H.P.) - - - - __1N ---- I - - 1 1/2" METAL DECK RE: STRUCTURE BUILT-UP ROOF ON RIDIG INSULATION CONTINUOUS EDGE ANGLE RE: STRUCTURE ' F 5/8" GYP.BD. ON SUSPENDED T-SYSTEM DETAIL (LOW) SCALE: 1 1/2" - STEEL TRUSS RE: STRUCTURAL 3 5/8" MTL. STUDS WELDED + TO STEEL TRUSS & +-�r SECURED TO VERTICAL MTL. >l:'" !- STUDS, @ W-0"O.C. STEEL TRUSS vi RE: STRUCTURAL 00 is c .141'-0 140' - 6'' — J 0 z x � Q J 5 z ' a. U m z OO 0 1>� ry z Q_l 2 II O' 1 O; I ' SHEET „ A2. 1 t8' JOB NO.' 9303 DATE;>' s 3/21 /9 4 �t _ I • cy - f REVIS i0N5: - ®./94 04 � - - LINE OF DEPT. STORE !n z :. _. _- , _ SHOWN DASHED 2/24/94 <.... Of z CONTINUOUS SEALANT OVERLAP -SHEET 3/21 /94 z COP J - - - LNG @ E. . o � , CONT. REGLET SECURED N , TO DEPT. STORE WALL N BASE SHEET AND E.J. COVER - _- COPING @ TYP. EXPANSION JOINT COVER• _ TURN INTO JOINT N PREFABRICATED PIPE RE: PLUMBING PLANS N SPRINGL OK FLASHING, SEE NOTE L STAND - SIZED AND FOR PIPE SIZES AND NUF LOCATIONS CEMENT PLASTER ON INSTALLED PER MA - ��j MTL. FLASHING RECOMENDATIONS \ EXPANDING FOAM SHEATHING ON MTL. STUDS 1/2" FIRE TREATED PLYWD. MECH. y 8" STUDS. DOUBLE' UP it o I� BEf�TENED MTL. T� PPORT1 S1NOTE AND ATTACH TO EACH - BUILT-UP ROOF ON / � E :� A2.19/4 OTHER �.- jl� METNNG SE ALDIROOF AM RIGID INSUL. \ I E.J. COVER " NOTE: DO NOT ATTACH I COMPRESSIBLE SEAL � _-'- - -- _ PLYWOOD, FLASHING,OR � I i . i . 1 II' - - - - - - - - - � BLOCKING TO METAL STUDS GYP. BD. IN J-MOULD �- I - -- ---- EXPANSION JOINT L c\i f d� CLIP ANGLE ATTACHED TO STRUCTURE AND MTL STUD. RE: A2.19/6 FOR TYP. NOTES EXP. JOLT DETAIL o EXP. JOLT @ PARAPET ROOF PIPE SUPPORT „ _ ._ „ 1'-0„ a EXP JOINT @ PARAPET NOTE: REF TO A2.19/5 FOR TYP. NOTES � SCALE: 1 1/2 — 1 0 SCALE: 1 1/2 SCALE: 3" = 1'-0" � NO SCALE r SEALANT Q) ROOF/PARAPET /PARAPET DETAIL PIPE SIZE_ VARIES SCALE: 1 1/2„ = 1'-0" � STAINLESS STL. -' RE: MECHANICAL n LINE OF DEPT. STORE -� DRAWBAND STAGGERED 3/8"0 THRU rr) BOLTS @ 18" O.C. SEALANT, CONTINUOUS GALV. CAP SEALANT FM APPROVED E.J. COVER CONT. REGLET SECURED � �� TO DEPT. STORE WALL 2 LAYERS 1/2'' SLOPE PREFINISHED METAL AND E.J. COVER FIRE TREATED TOP OF PARAPET ( T.O.P.COPING SYSTEM PLYWOOD - VARIES � I _ SEALANT r-, EXPANSION JOINT COVER - EXPANDING FOAM - VAPOR BARRIER E.J. COVER MECH. �� SEALANT MODIFIED BITUMEN - COMPRESSIBLE FASTENED �' A - ROOFING ON TWO LAYERS \ INSULATION 12 X 12" 16 GA. OF 1/2 FIRE TREATED 4 MTL. FLASHING ON 2 LYRS. BENT METAL I �-- SPRINGLOK I 1/2" FIRE TREATED PLYWD. PLYWOOD 1/2'' FIRE TREATED PLYWOOD SUPPORT FLASHING I NEOPRENE COMPRESSION PAD 4" FIRE TREATED z BUILT-UP ROOF ON z BASE FLASHING 4" FIRE- ; BASE FLASHING 1 5/8 WOOD A RIGID INSUL. - 4" FIRE -TREATED CANT 6" MIN. io z 7/8" FIRE TREATED 2X - TREATED CANT I r _ z _ 8111 WOOD BLOCKING BATT INSULATION �- L• 12" X 12" 16 GA. CONT. o = 2X FIRE TREATED WD. 2 X 6 FIRE' BENT METAL SUPPORT! BLKG. ON 1/2 FIRE TREATED WOOD BUILT-UP ROOF I 10 1/2" I' I ( TREATED PLYWD. BLOCKING Of`l 1/2" ON RIGID INSUL. FIRE TREATED PREFINISHED MTL: PANELS ON 1" DOUBLE 8" MTL. STUDS - PLYWOOD\ , 7/8 FURRING CHANNELS ON ------- -A 1 \ �, 8, MTL. STUDS @ 16 O.C. l BUILT-UP ROOF ON RIGID 3/8" CEMENT PLASTER ON 3/8" CEMENT PLASTER 1/2" SHEATHING � I INSULATION ON METAL DECK � 1,' RET STRLAL CK ON 1 2 - / SHEATHING ON COMPRESSIBLE INSULATION ,. METAL ROOF`- DECK c EXP. JOINTDETAIL a ROOF AREA DIVIDER PIPE PENETRATION o COPING DETAIL EXP. JOINT @ PARAPET C� C SCALE. 1 1/2" 1'-0" j� SCALE: "_ LJ C'='J SCALE. 1 1/2" = 1'-0" � SCALE. 1 1/2" - 1 -0 .. " � �_ „ � SCALE: 3 1 � , - I SLOPE_ � I _ - CONT. WALKWAY PAD PROVIDE SEALANT. ------ ---- B.O.D. EL ' - - - - - 1 " SPACE BETWEEN PADS o z Q o \ CONT. MTL. 143'-10 I i I� 148'-8" @ SIM. �1 i VAPOR BARRIER E.J. COVER MECH. I- - � _ I FLASHING _ z ' � COMPRESSIBLE_ FASTENED Z x % v> 2'-0" @SINGLE WIDTH A NSULATION Q 0 0 0 W I z BASE FLASHING BASE FLASHING w I I 4'-0" @ DOUBLE WIDTH _I 12 X 12" 16 GA. CONT. �- J I A MTL. FLASHING ON 2 LYRS. 2 X 2 STL.-----"- - - - - 1/2" FIRE TREATED I = t- 1/2 FIRE TREATED PLYWOOD N I > N/ INTEGRALDRIP&PFLAPPER ENT METAL SUPPORT z BASF_ FLASHING SUPPORT �� '-' ' PLYWD. ON 3 5/8" > j N ' BUILT-UP R0 ' c z z Q MTL. STUDS. @ 16" - > w> > RIGID INSUL 4 FIRE -TREATED WD. CANT z ow ow Ow O•C• BONDING ADHESIVE z w w \ �� SEALANT. ww �w U5 o 2 1j2FIR FIRE PLYWD. O I z= x i I ( / U Q a - ~ cow N� I < -- — — �w B.O.D. EL.= ` r 142'-8" -_ F I I I I Z SIDE ELEVATION FRONT ELEVATION 147'-2" @ SIM. , I i �' I I NO SCALE NO SCALE ROOFING INSULATION r - - - - - - - W NOTE: PROVIDE 2" X 2" STL, TUBE BRACING TO ROOF SUPPORT STRUCTURE STL. BEAM RE: STRUCT. METAL DECK 1 " CLR. RE: STRL. @ ROOF LINE & 1 1/2" X 1/2" INTERMEDIATE STL. PLATE BRACES 48" O.,C. MAX. FROM LADDER TO 8,' STUDS IN EXTERIOR WALL. _ FLOW LINE OF ROOF DRAIN BEYOND � i 4" i i I _ W X.12 X 1/� STI-. SLOTTED JOIST I FIXED JOIST o z PLATE WELDED TO TUBE ' Z & MECH. FASTENED TO BLKNG. NOTE: REF TO A2.19/6 FOR TYP. NOTES Q R001 DETAIL ROOF WALKWA`� DETAIL. OVERFLOW/ SCUPPER -� ROOF EXr'AN�10N JOINT � - E BOLTS TO BE SEALED SCALE: 1 1/2" = 1'-0" LJ (� SCALE: 3" = 1'-0" �% '� _ „ U SCALE. 1 1/2 — 1 —0 _ -- `� 0;)r Al_L AROUND SCALE: 1 1/2 - 1 -0 - ALARM SYSTEM CONTACTS PREFINISHED MTL. PANELS RE: ELECTRICAL OON N 8/8" FURRING CHANNELS Imo —BOXCAR MECH. UNIT. RE: MECH. PLAN/SECTION PRE -MANUFACTURED s V BIRDSMOUTH CLOSURE W/ DRIP OVERFLOW DRAIN2" WATER DAM ONLYROOF MATCH I z `\1 STRAINER - i 10 1/2" � - �5 ' INSULATED COVER MTL. FLASHING N AA / / CLAMPING RING J MOULD = 2 X 4 X 1/4" STL_. TUBE ROOF CURB BY MAMMOTH UNIT - SPRINGLOK FLASHING, SEE NOTE WATER CUT-OFF MASTIC MANUFACTURER AND INSTALLED o INSULATED PREFAB. ROOF CURB i = BY' CONTRACTOR BUILT-UP ROOF METAL FLASHING X 2 X 2 X 1/4" STL. TUBE z I 4 W/ BURLED TOP SURFACE - z FASTENED TOEA2ED PLYWD.2 X16nGAH ' STEEL LADDER W/EXT. SAFETY POST -- N PLAN SECTION o RE: A8.9/12 `� BENT MTL. SUPPORT, SEE NOTE SF LANT I 3/8'' PLASTER ON L BUILT-UP (OMIT AT SIM. COND. cv I BASE FLASHING ON ROOF ON u r 1/2 SHEATHING NOTE: R.T.U. TO SET LEVEL. VARY CURB 4 FIRE -TREATED CANT � I RIGID 3 -0 4" FIRE -TREATED CANT �II � ---i--*, 2 X 6 FIRE TREATED WOOD BLKG. I i WITH ROOF SLOPE TO PROVIDE LEVEL INSULATION - , PREFINISHED �I. I GALV. MTL . CAP I 8 X 8 FIRE TREATED BASE FOR R.T.U. 2 X 6 FIRE TR. WD. F t ON 1/2 FIRE TREATED PLYWOOD MTL. PANELS ON J WOOD BLOCKING , ( BLKG.ON 1/2"FIRE STL. TUBE SASE FLASHING T.O.S. o _ TREATED PLYWOOD 7/8" FURRING D I - �� I _ I BUILT-UP ROOF ON CHANNELS RE: STRUCT.. ; VERIFY o RIGID INSUL. o z I METAL DECK _ s � RE: STRUCTURAL 0 7 I t i l l NOTE: DO NOT ATTACH METAL STUD I I PLYWOOD, FLASHING,OR STEEL ANGLE - BLOCKING TO METAL ST UDS TUDS RE: STRUCTURAL f 0 MTL. DECK RE: STRL. SHAPE RIGID INSULATION- STL. _ 4 j STL BEAM RE: STRUCT. X 4 X 5/16 TO SUMP PAN STL. SUPPORT RE: STRL. PERIMETER CURB 0j I METAL ROOF DECK EDGE ANGLE RE: STRL . 14 GA. GALV. SECTION c >� RE: STRUCTURAL SUMP PAN RE: A2.19/15 FOR TYP. NOTES SLIDE CLIP CLAMPING RING o .DETAIL- _ ROOF ACCESS LADDER :BOXCAR R.T.U.CURD DETAIL ROOF HATCH SECTION ROOF PARAPET DETAIL SCALE: 3 - 1'-0" „ _ '_ „ o „ _ / ROOF DRAIN DETAIL L� � SCALE: 1 1/2 - 1 0 _ �� _ �� „ _ � „ SCALE. 1 1/2 1 -0 _ _ O LJ SCALE. 3/4 1 0 SCALE: 1 1/2 - 1 -0 _ SCALE. 3 1'-0" 8" METAL STUD --�r ROOF DRAIN 2" WATER DAM � OVERFLOW DRAIN STEEL ADDER BELOW RE:A2.19/2 @ OVERFLOW RE:A2.19/2 3/8" CEMENT PLASTER ON RE: A8.9/12 ONLY - - - MTL. LATH ON BLDG. PAPER NOTE: R.T.U. TO SET LEVEL. VARY CURB { OMIT AT SIM. COND.) WITH ROOF SLOPE TO PROVIDE LEVEL ON 1/2" SHEATHING MECHANICAL UNIT II7117MIj 1 1 BASE FOR R.T.U. X i. I I� mil I I METAL STUD RE: MECHANICAL EXTENDABLE SAFETY POST WALKWAY I I I , ( OMIT AT SIM. COND.) PAD I I I IN - L SPRING LOCK FLASHING SEALING GASKET W / REGLET MECHANISM -�� ROOF HATCHACTURED �4 FASTENED PREFABRICATED INSULATED METAL BASE FLASHING EXPANSION JOINT COVER. \' CURB - EXTEND E.J. COVER OVER DEPT. STORE PARAPET - I I I STL. TUBE COMPLETE 2 X 6 FIRE TREATED WD. BLKG. z I I I RE: STRUCT. ON 1/2" FIRE TREATED PLYWD. \ 4" FIRE -TREATED CANT o �? SUMP PAN I I PRE_FFINISHED ? `V I I I _L L E I I I SUMP PAN MTL. PANELS ON FLASHING CLEAT BUILT-UP ROOF - • 7/8'' FURRING �: — ON RIGID INSUL. A2.19/1 1 \ 0 1'-2" ( 1'-0" 1'-2" I I 1'-2" CHANNELS Al - - - - - STEEL ANGLE _I j 3/8" PLASTER ON z _ I RE: STRUCTURAL 1/2" S H EAT H I N G I 7/8 1 E.J. _ I I 4° , 4„ I I SH E E T: PAINT BOTTOM CONT. SEALANT 7111 OF TUBE I I CONT. C3X5 AND FIRE TREATED ETAL ROOF J. 10 1/2 I I ALL DECK RE: STRUCT. j I I fi DEPT. STORE PARAPET ---�I ( VOIDSLSUPPORTINGNCURBFLUTE 3'-0 U.N.O. INSULATED STORM -// \� STEEL JOIST OR GIRDER PREFINISHED MTL. PANEL I 12'-0'' @ SIM. DRAIN PIPING �( 'j RE: STRUCTURAL I I INSULATED PIPING RE: PLURM UMBINGAIN FOR Elk ON 1/2" SHEATHING RE: PLUMBING FOR \ / \ / SIZE_ AND LOCATIONr---% A2. 1 9 SIZE00 AND LOCATION JOB N.O.: DETAIL_ ,_ 0 DETAIL � STD, R.T.U. CURB DETAIL ROOF HATCH PLAN ROOF/OVERFLOW DRAIN DETAIL 9303 C�J SCALE: 1 1/2" = 1'-0" SCALE: 3 - 1 0 SCALE: 1 112�� _ ,_ ,� - 1 -0 L � ,_ ,. pw SCALE: 3/4" _ �� SCALE. 1 1/2 1 0 , DATE: 3/21 /9 4 f G 0 0 0 11 0 iJ IJ 0 0 0 0 l q� i UPPER LEVEL REFLECTED CEILING PLAN SCALE: 1/32" = 1'-fl" IT 4.4 Emm4 f r�_ ul &mm4 SHEET: A30 JOB `NO.: 9303 O DATE ` 3/2 1,/94 108 6 X6 LIGMT COVE i BD. CL . Y - - -- — 4"X4" RE\4E� Ai ---- •� (N . 3 . 1.�C . 116LOWER LEVEL L.....Q .IONE H UR FIRE -RATED L. L. FIN. FLR.1(-OAF.LG. TO ENCLOSE EL. 119'-106'-0" 53.50'1-9- ....6'-0; -�6 1-0 ::'.HVA'rn •10-0A.F..::1:&` 00 . :... :::.� 14'-4" A.F.F.2._0 2,_0, :' i(EL.120 -4 ) ..�2-311 \ A51 0/5 CJA CJA I o I ¢ I v . _ 1 181A5.10/10 A3.9/10 APP H1D FF 1 --------- i.'.......... 0_ .. .. ... ........ 10' - 0" A.F.F. o I , , (.. U - (EL. 116'-0")... �... VAC DUCTWORK i o v o © 12' 6" A.F.F. i 11'-4" A.F.F. i � I I (EL. 117'-4") �- Q - _ . o I 2TYP' ONE HOUR FIRE- : 12'-0" A.F.F. (L.P.) _ W � � RATED CLG. T _I �— EXPOS"D STRUCTURE Q EL. 118,_0" o ENCLO E HVA ¢ Q I 1 0 AND DECK TYPICAL AT — 13'-4 1/2 A.F.F. _ c� I TENAN SPACES, EXIT � 'P') I I PASSAGEWAYS, STAIRS, EXIT P SSAGENAY� (EL. 119 -4 1/2) I I . ELECT ICAL ROOMS, Q ELEVATOR EQUIPMENT 1'-01 ' _ ..........�. .. - — ------ I _ I T ..L...... v ...o ...... L.. -- - ROOM ,JANITOR CLOSETS, 1 - TYP. �w TYPO" 12 -7 1/8" A.F.F., (L.P.) 10 0 A.F.F. AND SFRINKLER ROOMS OPEN TO EL 118'-7 1/8" I o (EL.116'-0') ABOVE (- • ) I I , . 14'-4' A.F.F. Q 14'-8" A.F.F. (H.P. ................ ..._......•.....L,• PAINTED GYP. 13'-0' A.F.F. 0 (EL. 120'-8") 2.� I o i BD. CEII. ING (EL. 1 19'-0' ) 13' - 0'.' A, F. F. _ - C18A 0 14'-4" A.F.F. X REVEAL • � (EL. 120 4) 6"X6" LIGHT COVE i :- !- Q a - - io� i C� :CJA o 14' - 4" A.F.F. 4� 14'-4" A.F.F. I Q (EL. 120'-4")' PAINTED GYP. - (EL. 120'-4") .0 :CJA (3'-0" A.F. F. BD. CF ILING Q CJB �i CJA:' E. 11t Ol' EXPANSION JOINT U: � ...: -• ......:......... \ � 18A�a- RE: A3.9/19 .......... r = I - JA .{ F i CJA CAA \� C�J� ' \� CJA CJB 9 .......... .............. v....... .r N..•. . I � •- ••, •.. CJA - JA -- - CJA C �SCAL4T0 #2 F ~r _i P CJA • ,� ,�, EL. VARIES 1 0 PLANTERS `' 3 0" 15'-0" -0" 30'-p" A3.9/3, 4 1 YP 0'- ; 15' - r T RE: A3.9/14 - m : \ OPEN TO AB VE PLANTER. �p e.- OPEN TO ABOVE --CJB �, , 2'=0" X 2'-0" x "HIGH E. 3.9/14 _ OPEN TO ABOVE U: R A C J = 1>_� Q GYP. BD. COLUfN _ B JB C B TYP: FQ CAPITAL @ 14'-0" F.F..LATOR #1�j n :•' CJ CJB -'••.• _ -�— — .- SCA - . �1 :CJA NCI a - --- _ EXPANSION JOINT _ RE: A3.9/19 - 13'-0" A.F.F. (EL L. 1 19'-0") 10'-0" A.F.F. (EL. 116'-0") A5.10/10 71--l-91— _T ..� .. _ ..�. �..�.� ONE HOUR FIRE-R',TED CLG. TO ENCLOSE V-IVAC DUCTWORK © EXITI PASSAGEWAY _ LINE OF STRUCTUL BREAK ABOVE — T ' ---- - r _ • 14'-4" A.F.F. (EL. 120'-4') 13'-0" A.F.F. I (EL. 119'-0 13'-0" A.F.F. (EL. 1 17'-6") _1(4 L, 1 19' F 0") i CJB: 13'-0" A.F.F. (EL. 1 17' - 6") UJA 20'-0 CJ.A m - OPEN ter. TO ABOVE v r--CJA A 1 -7 145 o w " r 13 -0 A.F.r. (EL. 1 17'-6") ONE HOUR FIRE -RATED CLG. TO ENCLOSE HVAC DUCTWORK & RETURN AIR @ EXIT PASSAGEWAY; CONSTRUCT SIM. TO A5.10/4 - 0 2'-0" x 4'-0" R.A. OPENING W/ ONE HOUR FIRE DAMPER IN WALL ABOVE FIRE RATED CEILING (TYP. EACH SIDE OF EXIT PASSAGEWAY 101) [—SERVICE ELEVATOR #1 LOWER LEVEL REELECTED CEILING PLAN PART "At? R SCALE: 1/16" = 1'-01' NORTHNORT�1 Ua (f) 0 <( w . z O A U i Q z � W Q 0 LW ' ,V) z � 2 t. '13 18.2 18.8 19 19.9 20 20.6 21 22 2.4 23 24 4.3 24.5 24.7 25 26 SHEET NOTES 1. REFER TO SHEET AO.2 FOR . GENERAL NOTES & SYMBOL INFORMATION. I 1 2, REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. (I I ! _ 3. REFER TO SHEET A4.2 FOR PARTITION TYPES I - INFORMATION. r I 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE ! r {t`!r ORMATION. I,( I I 5. REFER TO SHEET A2.9, A2,10, A2.1 1, A2.12, A2.13, ' AND A2.14 FOR FLOOR FINI H 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE I + I ! I COURT PLA(`1S. I 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR EN GED I I ! ENTRY PLANS. I! REFER TO SHEET A2.1, A2.2, A2.3, , A2.6, A2.7 I; E OR FLOOR PLANS. A2.4, A2:5 , I i I I I I I I REFER TO PLANS. A4.5, AND A4.6 FOR COMPOSITE r EXTERIOR 1 .Ii I I I ��i1 j� 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR I j SEARS I j ICi�%t1'�Y ELEVATIONS. (N. C. 1 I !1 f I I 1 1.REFER TO! SHE -ET A3.1 rFOR INFORMATION REGARDING SMOKE I (i i EVACUATION PLENUM cNCLOSURE DETAILING AND SCOPE. LOWER I ILOWER 12.ALL GYPSUM BOARD CEILINGS, FURRDOWNSAND WALLS SHALL i- 1 , I _ BE PAINTED FINISH TYPE 18A UNLESS OTHERWISE NOTED. LEVEL__ ' I I M f I ( 1 - LEVEL 13.GYPSUM BOARD CONTROL JOINT TYPE "All(CJA) Q CEILINGS -- I I SHALL BE LOCATED ACCORDING TO THIS PLAN, AND ALL SUCH ! I I I ! I { I I I I I I JOINTS SHALL CONTINUE UP VERTICALLY ALONG ALL GYPSUM I f I BOARD BULKHEADS, WALLS, FASCIA'S, ETC. i I I I I I I I ! 14.GYPSUM BOARD CONTROL JOINT TYPE "B"(CJB) @ CEILINGSSHALL c� I i I JOINTS BELOCATED TERMINATEDRDING WHEN TO -THIS PLAN, AND HEY INTERSECT WITHLL SUCH I ArVERTICAL SURFACE. r r W f 15.RErER TO SHEET A3.1 rOR LOCATION Or ONE HOUR SPRAY - PROOFING REQUIRED AT STEEL STRUCTURE @ UPPER -- ! LEVEL FLOOR FRAMING. cn Ijcn 0 FIREI I I I I I J a3 li ONE HOUR I RATED GYP.BD. ! 1 ( I I ( 1 z, t' CLG. TO ENCLOSE `I I ' HVAC DUCTWORK t r , I I & RETURN AIR. I I ONE HOUR FIRE I I I RAT D GYP.BD. CI G. 1217 1 123 12S ? j I i 3 j •" (,, ( � �..` A5.10/4 AIM. - --,- j -- I I A5.10/1 ! I F=126 I I M N SERVICE EL 2 r 0o I(SIM• I -' �° - - - ( + j I SERVICE ELEV. 3 i I �Q I I I I I _ EXPOSED STRUCTUR w F+ EXPOSED STRUCTURE i 122 I o Q ( AND DECK TYPICAL ! ! ? ! AND DECK TYPICAL AT I 130 I i ! T TENANT SPACES EXIT \ I I 1 I i PASSAGEWAYS, STAIR I I i ! TENANT SPACES, EXIT it , ELECTRICAL ROOMS,; I �� I I I I PASSAGEWAYS, STAIRS, I 128 - , J 120 ELEVATOR EQUIP. ROAMS I , ELECTRICAL ROOMS, I 1 19 I I JANITORS CLOSETS A !D ! I j ELEVATOR EQUIP. ROOM5 0 I SPRINKLER ROOMS I ! i I i ; ; ) JANITORS CLOSETS AND{ I - I SPRINKLER ROOMS ! Y ! HVAC DUCTWORK I ! I I -_�- �E- LINE OF STRUCTURALI . � C�? 12'-6" A.F.F. BREAK ABOVE - I , i L._.._ I I I I I I I r I I I i _ LINE Or STRUCTURAL I j � , HVAC DUCTWORK I i - C DU � 0 K 131 ( I 0 • BREAK ABOVE � i � I I � i ,_ �� ; I ! ( ! Q 12 6 A. F.F. ! I + I U z x LEASE LINE ' I 1 ! I ( ' CEILING BREAK OCCURS � I 1 -0 A.F.F. @ PERMANENT MALL I.P. SHOWN DASHED I I I 1 E 4" A.F.F. i L. 1 16' � Oil) RE: A4.7/1.1 1 I i�L. 1 17 -4) ! T { I -O" A.F.F. ! 1 -'-0" A.F.F. I I I EL. 117'-6") I IEL. 116'-0") j I , I I ' I I ! 12 -10 A.F.F. ! I I (EL. 1 14' - 4") ( 0 co 1 , . _ F. I 'I 0" A.F.F. I ' j I I o� I r I �i _ I 10' - 0" . 10'-0" 1EL �1 19�-0) { �L. 1 16 -0 I t ! I ! I DEL. 116'-0) -1) J I 14'-o A.F.r. I 1 �'-I O A.F.r. Z 1 -U" A.F.F. ! 10'-0 PAINTED GYP. I t ! .� I 1 ( I EI. 114'-4 - O �� I F. _ '� _ BD. CEILING 1 CJB CJA I cJA` - CJB I - - -�- _I 1 EL 61 16' O ! _ _ _ �. U -- ---- T-- -T 1- I I x EQUAL I EQUAL I 1 I I Z �o J k 1 13' - 0" A.F.F. CO , /11-0 j ..�. (� IJA EIJ• C A CJ (EL. 117'-6") j � / '� 1-O+�'.• �.....•. .. �� ............ .! + I I CJA I ! CJ� E�J. CJA w - - - - - - - CJB I CJA , TYP. ° L ° I ° I ° TYP. C,A CJA CJA ! �- - - - - - - - - I v - / CJA _� 1 CJA - - / _ _i 1 O / - I� ---- -=---- ,.. .... ....... t�-CJB o�o - I _ �� Q I J o o In I EL. VARIES E.J. I , EL.. VARIES O ,� �� E.J. w i i 0'- EQUAL EQUAL Q ' \ . - I 0 1p -0 w - RE. A3.9/20 & `�`Q RE. A3.9/20 & z� A3.9/21 OPEN TO '' ESCALATOR #3 I L ES ALATOR #4 ' z,� A3.9/21 � � ABOVE OPEN TO '' j WJALI_ MOUNTED OPEN TO -'`�'• OPEN TO W C.J. LOCATED k-CJB CJB - CJB CJB 3 ABOVE E--CJB CJB > K--CJB CJB =M PLANTERS - TYP OPEN TO ABOVE ABOVE ABOVE -� 10'-0" OFF OF c�a s CEILING BREAK OCCURS I RE: A3.9/14 ! �a 4 L ! COLUMN LN. 12 �`JALI MOUNTED r Oa PERMANENT MAL N.P. a� t 15'•-0" �z Z OPEN TQ PLANTERS - TYP. r � ABOVE E.J. O RE: A3.9/14 Rom: A4.7/11 �. I �, _. RE: A3.9/20 & = �Q . CJA �9 ; \� �! tip ,� �\a U,, ��4 . o �Q ' } = - ci) =- / _ J CJB CJA ! o ! `'cp, i ° rj; CJA ( '� C �A CJA CIA \ �- - - - F1 �� ' o \ �, .. � =�- d --� Cell- L WALL MOUNTED w CJA EU. CJ� CJA I CJA �� CJA i�E CEILING BREAK OCCURS CJA I C ? E.J. E'J' CJA EQUAL i EQUAL �._ i �., o`b I _ ' r - CO PERMANENT MALLN.P. I �� RE: A3.9/20 & I PLANTERS - TYP. 4 w PAINTED GYP. EL. �16' A.F.F.0 I 1 (EL. 1 16.r O" ��\ / 1 _ + fi (r ") OPEN TO ABUVc RE: A4.7/11 � ! A3.9/21 RE: A3.9/14 BD. CEILING I I I i ( ) I I \ I _ w Y i- - 12' -10" A.F. F. ; 18A j I - I i (EL. 114'-4") _ ! \ 1 -o"A.F.F. - 00 • �, � � � EL-110 -O' I I i EQ.) 20'-0 I Q., 10 -0 � )I 0 'QOO �i 1 -0" A.F:F.. I � _,!� 15'-0" � _ � i L. 1 '_.10" A.F.Q. Ir I I ( 2(EL. 1 14 -4, IEL. 117'-6) ' I "CJA CJA LASE LINE I I j PAINTE GYP. r r- LINE OF STRUCTURAL r \I CJA CJA I I BD. OILING ¢ I 1 I BREAK ABOVE I J .............. .......... ...-.......................... •....•.2.,._.U... Q _ ! LINE OF STRUCTURAL -' - BREAK ABOVE 18A 2'-0" TYP. ! I O TYP. PAINTED GYP. I I ! I BD. CEILING I ! i I i8A � i I I ! ; JJ I -- 1 � I EASE �iNE > 00 I � j ................ ! I - v EXPOSED STRUCTURE _ I o + ( AND DECK TYPICAL AT i EXPOSED STRUCTURETENANT SPACES, EXIT _I I PASSAGEWAYS, STAIRS, ! i AND DECK TYPICAL AT r TENANT SPACES, EXIIT� 14 -4 A.F.F. > J I - + PASSAGEWAYS, STAIFdS, (EL. 1 17'-4') ELEVAOR ELECTRICAL QUIP. ROOM I 4 ELECTRICAL ROOMS, I 1'- 0" = I I JANITORS CLOSETS AND I ELEVATOR EQUIP. R OMS, , TYP. SPRINKLER ROOMS I ! » III JANITORS CLOSETS ND SPRINKLER ROOMS OPENTO ABOVE 3 T ou I HVAC DUCTWORK I'' Q i I HVAC DUCTWORK �9 12'-6" A.F.F. c� c� I I © 12'-6" A:F.F. I ! . 13'-0" IA.F.F. ! I ( EL. 116'-0" 14 -! I 4 n r F. E11a74I , ( ) h w 13'-0" A.F.F. I I . Q 101 -�--_ - ' • -r-� I _._1.4 145 i A3.9 10 A3.9 1 Q OPP.HD. CJA CJA ' P AI ►9 I A N 1 10'-0" A.F.F. ' 4 j - J 1 p,-0" A.F.F. ( �1 1.1. C . ) -4 A.F.Fr . (EL. 1 (13'-0) 1(EL. 1 13'-U) j - I - j r (EL. 117'-4") r ! L0 E9 LEVEL EL 13 0 A.F.r. 1 J'-0 A.F.r. j EL1 6'-0 (EL. 1 16'-0") L. ") L. FIN. FLR. ( I .. 1 �-... ...� - I i EXPANSION JOINT 103 -0" 50.50' ry { f I RE: A3.9/19 i _ cn - PEl`iNE cn 1 - I SEARS rr-- r • 1 2 (33 1 0 (D7 17.5 0.5 1 I I- :' -- t L __. --- • PARISIAN. _._ _... SHEET . L.._ ! _ P E BUILDING i - AREA _ I A 3 ., 14 JOB N;O. LOWER LEVEL DEFLECTED CEILING FLAN PARTBEY FLAN gm ItiJOR71ni NOF2Tt-i SCALE: 1/16" 1'-0" NOT TO SCALE TRUE PLAN - DATE: 3/21 /9 4 i cy 0 et N Ul 5 Lei ` l , 13' - 0" A.F.F. (EL. 113'-0") 1 '-0" A.F.F. EL. 1 10'-0") ONE HOUR FIRE' - RATED GYP.BD. - PAINTED GYP. - BD. CEILING I 18A a 4 LINE OF I STRUCTURAL 14'4" A.F.F.- BREAK ABOVE (EL. 114'-4") " - I - -(EL. 1 3 A.F.F.- 113'-0") WALL MOUNTED - PLANTERS - TY co RE: A3.9/14 i CJA 'i`° CJA ' 12'-10" A.F.F. -- - -_- L. 114'-4") - z �K OPEN TO ABOVE CJB CJB mow_ i 12'-10" A.F.F. i0 (EL. 1 14'-4 LINE OF STRUCTUR) BREAK ABC i .I - I - I I I i - I n 1 i ! , 206 27 J.C. PENNEY t 1\T T ro � 29 29.A• 30 31, 31.4 31.5 32 32.3 33 34 35 - 36 SHEET NOTES 1 &REFER TOL SHEET AO.2 FOR GENERAL NOTES 1 N. 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE ' INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. REFER TO SHEET A4.3 FOR DOOR SCHEDULE I INFORMATION. I I I I I 5. REFER TO SHEET A2.9, A2.1 0, A2.1 1, A2.12, A2.13, ! i ( AND A2.14 FOR FI QQR FINISH PI ALIS 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE E COURT P LAN S . r I I 1 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR EN LA GF_D I I I I ENTRY PLANS. I I j REFER TO SHEET A2.1, A2.2, A2.3, A2.4, A2..5, A2.6, A2.7 I REFER TOO SHEET EETLA405 , AND A4.6 FOR COMPOSITE I ' I LEASE PLANS. 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. I I I ( I I 11.REFER TO SHEET A3.1 FOR INFORMATION REGARDING SMOKE EVACUATION PLENUM ENCLOSURE_ DETAILING AND SCOPE, I I j 12.ALL GYPSUM BOARD CEILINGS, FURRDOWNSAND `HALLS SHALL i I I 1 I BE PAINTED FINISH TYPE 18A UNLESS OTHERWISE NOTED. 1 i 13.GYPSUM BOARD CONTROL JOINT TYPE "All(CJA) @ CEILINGS i SHALL BE LOCATED ACCORDING TO THIS. PLAN AND ALL SUCH JOINTS SHALL CONTINUE UP VERTICALLY ALONG ALL GYPSUM BOARD BULKHEADS, WALLS, FASCIA'S, ETC. 14.GYPSUM BOARD CONTROL JOINT TYPE "B"(CJB) @ CEILINGS SHALL BE LOCATED ACCORDING TO THIS PLAN, AND ALL SUCH I 1 i I JOINTS SHALL TERMINATE WHEN THEY INTERSECT WITH A VERTICAL SURFACE. 15.REFER TO SHEET A3.1 FOR LOCATION OF ONE HOUR SPRAY I ! 9 FIREPROOFING REQUIRED AT STEEL STRUCTURE @ UPPER I I I I LEVEL FLOOR FRAMING. I i i I III 135 I � ' I I ; ! i I I, EXPANSION JOINT I I I i RE: A3.9/1 ' LIMIT OF DUCTWORK I , ! @ 12'-6" A.F.F. 13' i 0 A. F_(. E L. 1 13' 0 i 10'-0'' A.F.F " (EL. 1 10'-[ ") EXPOSED STRUCTURE l ONE HOUR FIRE ! I AND DECK TYPICAL AT , RATED GYP.BD. I I TENANT SPACES, EXIT 1 CLG. TO ENCLOSE ! PASSAGEWAYS, STAIRS, HVAC DUCT> ORK I ! ELECTRICAL ROOMS, -- - �_.1 1 ELEVATOR EQUIP. ROOMS, JANITORS CLOSETS AND ! � SPRINKLER ROOMS OPP.HD. { A5!10/10 - - - - FT 37 - I ! ! CD U 7 I z I I O I I I 14'-4" A.F,F. F� L I a ONE HOUR; FIRE 14'-4 A.F.F. I i I (E . 114 -4) RATED GYP.BD. (EL. 114'-4) I 13'-0 A.F.F. 13'-0' A.F.F. I C L. " CLG. TO ENCLOSE (EL 113'-0) I HVAC DUCTWORK (EL. 113'-0") 34.8 A5.10/9 I YP. WALL MOUNTED r PLANTERS TYP. RE: A3.9/14 O # CAA C A 14'-4"�A.F.F. I I 13'-0" A.F.F. CJA PAINTED GYP. „� _ EL . 1 13'-0" (EL. 114'-4) CJA ( ) BD. CEILING 13'-0") A.F.F. \ ---` I .. ,� 0 10'-0 A.F.F. 110 0O O ( EL. - J CJA 18A CJA CJA (EL CAA -0) CJB EXPANSION JOINT JA 9 •J .... ,� ........... .. �t C I - CJA Q Rc A3.9/1 u CJB i G�0 �p ESCA�A�OR` Fp I $ d II Cl : CJB �. OPEN TO ABOVE EL. �ARIES F' �FQ OPEN TO ! „ „ , �Q Q A3.9/3 F. ABOVE X 2'-0 x 4 HIGH v v �� o 20'-0 I 20'-0 I - GYP.Bp. COLUMN CAPITAL �o' - E- CJB 14'}-0" A.F.F. �::.. LArO�,S o o r� \ _ - O .. iQ • , 7 �. .... . !1.J CJA CIA CJA CJA r�A I �� /...:...........:.. CJB CJA o 14'-4" A.F_F. I 14'-4" A.F.F. CJA (EL. 114' 4") !(EI 114'-4" I 14' 4" A.F.F - (E . 1-14'-4") 13'-0" A.F.F. A.F.F. - - 13'� 0" A.F.F. C A = `�` = (EL. 113'-0'' 15'-0) 15'-0" 15'-0" (EL. 113'-0) (E 113'-0") : a 1Q'-0" A.F.F. ) C .A (EL. 1 10 -0) r - 1 JA WALL MOUNTED - - PLA TERS - TYP. ! I,::;.:.'..;: ONE HOUR FIRE ! J RE: A3.9/14 I I '`'::' RATED GYP.BD. `- I 13'-0" A.F.F. A5.10/9 CLG. TO ENCLOSE 0 i (EL. 1 13'-0") j HVAC DUCTWORK (EL. 1 14'-4") OUTLINE OF EXTERIOR i WALL ABOVE I ! I i I i - I � 28 29 33 0338.34, i LOWER LEVEL REELECTED CEILING PLAN PART "c" NOR1'F•I Nt�R Ti-I SCALE: 1/16" = 1'-0" TRUE PLAN 0 SEARS ( J. C. Z Jam.`....-.J � _ .� �- `� _ zl� �• �� L L- -- L-- --- -�- J PARISIAN, .� J i PERMISSIBLE BUILDING AREA�� KEY PLAN NOT TO SCALE REVISIONS:<` /E\ 3/91 /94 e v 0 z x J-Z z ' O U 3 z V) Q 3 ,+ W � z J 0- ! 9 �i SHEET: i JOB NO.: ;I 9303 DATE: 3/21 /9 4 1. 1 ) J M 'N • :_ - -- 63 SHEET NOTES _. 7 7.5 9.5 10 11 12 _ 'I. REFER TO SHEET AO.2 FOR GENERAL NOTC. ES i. & SYMBOL INFORMATION. - 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE INFORMATION. I f _ .3. REFER TO SHEET A4.2 FOR PARTITION TYPES I INFORMATION. s 4. REFER TO,SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. 5. REFER TO SHEET -A2.9, A2.10, A2.1 1, A2,12, A2:13t AND A2.14 FOR FLOOR FINISH PLANS. 6. REFER TO SHEET A1.2 FOR ENLARGED SERVICE COURT PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ENTRY �REFER PLANS. , - HEET A2.1, A2.2, A2.3, A2.4, A2. A2:6, A2.7, 0ORFLOOR PLANS. HEET A4.5, AND A4.6 FOR COMPOSITE ' LEASE PLANS. ; l ( " 10.REFER TO SHEET A5.1,A.5:2,A5.3 & A5;4 FOR EXTERIOR ELEVATIONS. 11.REFER TO SHEET A3.2 FOR INFORMATION REGARDING i SPAOKE EVACUATIONPLENUMENCLOSURE DETAILING -AND SCOPE.. 12.ALL GYPSUM BOARD CEILINGS; FURRDOWNS AND WALLS = I SHALL BE PAINTED FINISH TYPE 18A UNLESS OTHERWISE NOTED. ; 13.GYPSUM BOARD CONTROL JOINTS AT .CEILINGS SHALL BE LOCATED ACCORDING TO THIS PLAN, AND ALL SUCH JOINTS SHALL CONTINUE UP VERTICALLY ALONG ALL GYPSUM BOARD BULKHEADS, WALLS, FASCIAS, ETC. z 14.CONTROL'JOINTS AT NEUTRAL,BAND SHALLALIGN' WITH LOUVERS ABOVE AND WITH OUTSIDE FACE OF 4" X 4" REVEAL, (17'-0" EROM (� OF TYPICAL MALL COURTS). RE: BUILDING SECTIONS. 15.STRUCTURAL FRAMING ABOVE CEILING -FOR SUPPORT OF DEPARTMENT STORE SIGN. rn W I SEARS i (N. 1. C . PAINTED GYP. BD. CLG. 8A I AND URRDOWNS TYPICALO UPPER LEVEL � 0 16'- " A.F.F EL.139'-6" - U. L. FIN. FLR. 17'_ " A.F.F(EL.140'-9") _ N DATUM 123'-6" = 71.00'-1 g'- A.F.F(EL142'-0") ! EXPANSION JOINT 13'-D" A.F.F. RE: A3.9/19 (EL. 136'-6") i 16'-0" A.F.F. (EL.133'-6") I ' �. (EL.139'-6") OPPA.J. _....................................:............... .C............ ..:....:.............:: I ----- -_ -- / -� 20'-p" A.F.F.(EL. 143'-6") .j 13'-0" A.F.F.(EL.136'-6") 13'-0'' A.F.F.(EL.135'-0") -18'-6" A.F.F. EL140'-6") -17'-3" A.F.F. EL.139'-3" -16'-0" A.F.F. EL.138'-0" 18'-9'A.F.F. EL.140'-9" ,H.P. 16'-4"A. F.F. EL.138'-4"3,L.P. 16'-0"A.F.F. EL.138'-0") 20'-0"A.F,F.(142'-0") SEE NOTE NO. 14 13'-0" A.F.F.(EL.135'-0") 13'-0" A.F.F.(EL.136'-6") -CLG. BREAK OCCURS THIS LOCATION SERVICE ELEVATOR #1 tNORTH o�T� UPPERLEVEL REELECTED CEILING PLAN _ PART "A" SPNO RAT HCALE. 1/18„ -- 1-Ott TRUE PLAN o 0 0 o gc� 0 U) Z x D z O U .. z Ld ry O 111 0 z 0 n !� co ...___. SEARS J I P NNEY zn Z _ `.... ....... ... ....... ,JOmni a°-x: L. ..i �.�I PARISIAN L-, I PERMISSIBLE BUILDING AREA L....J KEY PLAN NOT TO SCALE - � O Pal w U I� O i O SHEET; t A3.6 JOB 'NO.': ' 4 9303 DATE. ` ' l 3/Z 1 /9 4,-, 9 0 ` : 'i!✓ LLI w w w 04 >\ i i I 36SHEET NOTES 0 (D3534 33 -To SHEET AO.2 FOR GENERAL 1. REFER NOTES Q z 25 SYMBOL 2. REFER TO SHEET ROOM FINISH SCHEDULE a s -j II I I I INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. 5. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2.13, AND A2.14 FOR FI FI I�H i q +j+ I REFER TO SH t I I I I. I I r. „_.. �... �.. ___ s. r �. o-- �-.. -®- ---- -�- ---• --�- -a- --- - 6 COURT PLANS ET A1.2 FOR ENLARGED SERVIWENIA 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ED II I ENTRY PLANS. I t I REFER TO SHEET A2.1, A2.2, A2.3, A2.4, A2.5, A2.6, A2.7 { I I � 1� OR FLOOR PLANS. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. { i I I 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. I I i i I i I I y 11.REFER TO SHEET A3.2 FOR INFORMATION REGARDING J SMOKE EVACUATION PLENUM ENCLOSURE DETAILING AND SCOPE. I I I I i I I 12.ALL GYPSUM BOARD CEILINGS, FURRDOWNS AND WALLS SHALL BE PAINTED FINISH TYPE 18A UNLESS OTHERWISE NOTED. 13.GYPSUM BOARD CONTROL JOINTS AT CEILINGS SHALL BE t LOCATED ACCORDING TO THIS PLAN, AND ALL SUCH JOINTS SHALL CONTINUE UP VERTICALLY ALONG ALL GYPSUM I i I 1 BOARD BULKHEADS, WALLS, FASCIAS, ETC. Y i I I I 1 I , i I i_.OUVERS ABOVE AND WITH OUTSIDE FACE OF 4" X 4" 14.CONTROL JOINTS AT NEUTRAL BAND SHALL ALIGN WITH I i i I REVEAL, (17'-0" FROM Q OF TYPICAL MALL COURTS). TT� I I ' t - j I I I I I I I I I I � � i I I ! I I I I i j J.C. PENNEY (N. 1. C.) i TJPPER LEVEL EX IANSION JOINT RE: A3.9/19 I FIN; FLR. _ � - D� ATUM 117 -6" = 65.00' - 13'FO" A.F.F.-TYP.(EL.130'-6") ' 10'LO" A.F.F.=TYP.(EL.127'-6") .T �� A3.9/10 � ` 258� C J. 2=513C;J. r' IF,N............................. -? ...:........- ............. . ...... ..... ......... - ' ` U I I I................................-................................ o G 18'-9" A.F.F.-HP. G I v................................ I ........ ......... . I_ c?................................................. xx CLG. BREJiK OCCURS 9 U_ / THIS LOCATION °� U 16'-4" A F.F.-LP. 9 CD13'-0"A.F.F. EL.132'-O" ; I r EL.130'-6° SEE NOTE N0. 1 I 1 ( ) I C"J. C J. C.J. - 5 C.J. C.J. '� EL.132'-0" ----- - - - - - - II 261 i L=5 I i I I 1 o I I � 16'-0" A.F.F.-TYj,.(EL.133'-6") 17'-3" A.F.F.-TY(EL.134'-'9 18'-6 A.F.F.-TYP.(EL.136'-O") 13'-0" _A.F.F.-TYF1.(EL.130'-6") 10'-0" A.F.F.-TY0,.(EL.127'-6") -... J OPP.HD. T59 I I ! 20'-0" A.F.F.-TYT.(EL.137'-6") U i r/cjjC PAINTED METAL DECK12BC.J. C.J. !C.J.C.J. CJ. Ii I I I I ; I STAIR #8 / I I I I 262 CHASE EXPOSED STRUCTURE AND DECK TYPICAL AT I I TENANT SPACES, EXIT f - PASSAGEWAYS, STAIRS, ELECTRICAL ROOMS,--- j ELEVATOR EQUIP. ROOM', JANITORS CLOSETS AND] I SPRINKLER ROOMS i I •• ,j I • I I r� 1 I i I T SEE NOTE NO. 14 ' I ' PAINTED GYP. BD. CLG. 18A I I AND FURRDOWNS TYP. LOUVERS ABOVE (SHOWN DASHED) ! I LEASE LINE i 13'-0" A.F.F.-TYP.(EI.130'-6")- C.J. \ C.J. I C.J. C J. C.�. C.J. ;C.J. -C.J. C.J. - C.J. \ ., =,I - -� - T - -iit - -� C.J. C.J. - r .JC.J. n I - 11 IF- I RE: BUILDING SECTIONS. 15.STRUCTURAL FRAMING ABOVE CEILING FOR SUPPORT OF DEPARTMENT STORE SIGN. I \-10_'. -0_".. A.F.F.(,E.-.L. .12�7�'. -6,.",,) 77 D 10 . I iDE . GD -06 N _ ::.. t.: ':...-':':'-{'_ t }..-i. -:F.•'::i1: a� 1 I -i 1 I TT I.. i t..:.� ... .7. { .. - � I I LELI - _ I iD I� E D I 11 I { I I I I' I I -- - i ri- I . - - - C.J. C.J. / o _ � _ C.J. C.J. C.J. I I -T i I .- - t11 - - - = I C.J. C.J. C.J. C.J. J. CiJ. C.J. C.J. I I ` - - -` I / T C. C.J. C.J. Cj I C.J. i-- --, C.J. C.J. i o ! , 16'-0 A.F.F. C.J. C.J. L.J. C.J. C.J.4 r -T --r-Imo--,- I ' „ NO (EL. 133'-6") j o C.J. C.J. C.J. C.J. I C-J.. i �� F� _ 13'-0 A.F.F. __� 13'-8" A.OUVERS ABOVE I j - I r (�' ) i I J �'�,. 130'-6 F.F.F• c 13'-0 A.F.F.-TYP. EL.130 -6 1.3'-O"A.F.F.(EL.132'-O I - { (EL. ) 2 p �HOPJN DASHED ; r� 20'-O"A. F. F. (EL.139'-O" (D- CLG. BREAK ao OCCURS @ I' 6 ' THIS LOCATION I i 101-0"A.F.F. I (EL.127'-6 ') i -0 I 1 I 1 0il 4'.' x 4" REVEAL I' r 6" x 6" LIGHT COVE - 4" i 2'-8" 2'-8" " - j ' I I I I EASE LINE (SHOWN DASHED) I 18'-0" - I 10'-0" A.F.F. I �I (EL.127'-6 11','2" A.F.F.(L.P. EL. ) 28'-8" HVAC I CHASE I N LIG��'-1IT COVE ABOVE 9' -1 1 /4" A.F.F. (EL.126'-7 1 /4") % I I I i CEMENT PLASTER 15' 4 3" A.F.F. (EL.n 32'-9") I I - T00- I -CD O I I U CD 0 56'-0" = CD U 7........ 0 ; r,> o .......... , oI � U 0 20(-O" U I J 0 i .......... ... ........ . I , 67 , I I 1'n EL. 131 - (FL .) � ��{ I � � ! I � I � I I ( I , � I I I � � r l• a ii 1 1'-2 ' A.F. i I I 1 I i j i �./ ) �' I" . i EL. 128'-8" (I,�P.) 6 II I,_0„ 1, 0, � 6, 3'-6'- 6'_6"I I6'-6" ��r 6" y.'-0"I -01, I _-0"I"-0" 1 71 A I F I 11 �� I � 2'-0 5 -4 1/2' ; 4 12,_8 2'-8„ I 4" I 12'-0 I I 4" 2'-8" 2'-8" 4" 28'-0" i { �6'-6" 10'-0" 8'-0" 1 1 q ,-O" 1�(Tl 0' 18'-0" I 1 q'-0" -6" 14'-0" i 14'-0" ,1�8'-0" 1 1 10'-0" r1lo10'�-0" 8'-0" 10'-0" i 8 15'-2 1/2"A.f.F.(H.P.) j I EXPOSED STRUCTURE (EL.132'-8 V2") I AND DECK TYPICAL AT ' I TENANT SPACES, EXIT I ! PASSAGEWAYS, STAIRS, ELECTRICAL ROOMS, 12'-3 5/8"A.F.F.(L.P.) I ELEVATOR EQUIP. ROOMS Y j (EL.129'-9 .5/8") j JANITORS CLOSETS AND I-i SPRINKLER ROOMS I 2'-011 , 18'-011 i E EV!C 4 # I I ; i... LEASE LINE[ (SHOWN D�SHED) HVAC CHASE I I - -- - i I Tco PAINTED GYP. BD. 1" I 6-4 I I I I CEILING. I• I STAIR #7 , . I 18A { I 141 i 1 i I I i i L 13'-8" A.F.F. EL. 131'-2(H. ,.) /E I -i 266 - t I 1 2 6 � I CLG. DIFFU ,ER I RE: MECHANICAL _ 1 - w 1/4" A.F.F. ( �- i I i L , >~-'--� LIGHT COVq I I ABOVE i � LOUVERS ABOVE SKYLIGHT AE30VEI � I 29.9 30 30. / 33 33.8 34.2 j 2a. 29 29.2 �� •./'15) 1 26.8 27 7.7 (� 7.6 2a. A.F.F.-H.P. !o ..... ._...._..., ._.o..._.. ._....__._ .. _..r .._._ ._._ .._.__ . __._ .._._...._..,._ ._._. ,.... (EL.150'-7") 30'-9" A.F.F.-L.P. (EL.148'-3") I'dOf�TH NORTH TRUE PLAN �j UPPER LEVEL REFLECTED VEILING PLAN -- PART "c" J SCALE: 1/16" = 1'-O" c REVISIONS: O lP\ 3/21 /94 . o co 9? . cn a Q Q V) L_ z O AU 9 zn 0 V 1 U) W Q U z E Q - n in f i .. J. C. SEARS �:. `� PENNEY cn x �D 1 ( sa JU -•-- J 1 1 j PARISIAN `L r.. �..J -AJ PERMISSIBLE BUILDING AREA La _. _.... __ J 614 KEY PLAN NOT TO SCALE (D E4 I O O 1 SHEET: A3.8. JOB NO.: 9303 DATE: 3/21 /9 4 '-' �_. r.._ �._ : - - , _. 1. > M J - _ < _ - _ -, - - M11 - CL' ° C) - CO c : M, r7 � _ . . - . 11 7_•: N H. w - - , "' I . I I r � . - . I I - - r... - _ 3 5/8"MTL STUDS @ 16" O.0 w ww - - - - \ " ---,-I I I >-• : F- -j • .4 a ` - oa • - i i 3 5/8" DIAGONAL METAL I STUDS @ 4'-0" O.C., ATTACH 1/2" r ' I I / WITH CLIP ANGLES `° - \� 11 I� 3 5/8" CONTINUOUS METAL II II STUDS AS LATERAL SUPPORT II I 1 1/8"-� 3 x2 LLV CONTINUOUS � 5/8" GYP. BD: ON 3 5/8" ( ) MTL. STUDS TO DECK, _ - � I I / PREFINISHED 24 GAUGE '�' \;:_ TOCREATEAN AIR TIGHT L AROUND: ALL RATIONS I JI -,-] I� PROFILE BREAK EBAL E.J. COVER, p L, N T E R GT N SMOKE EVACUATION -_, : :..� 9 - PLENUM ENCLOSURE ..-: ..:::::.....::::..::..:::.,:.:";:•.:•.;:..:.,....:...:..::.:.,,,.•..,. SCALE: 1/2„ _ 1'-0„ .. 5/8" GYP. BD.• SUSPENDED ;`' . TENANT FILING i I . � GFRC WALL MOUNTEDi CEILING SYSTEM SHp�NN DASHED CONT. PREFINISHED 24 GUAGE PLANTER PAINTED . , -1 2'-0" (N.T.S.) I I 2'-0" (N.T:S.) i a 1 1 METAL J COVER, PROFILE A , N > :_ .. ..d - RECEIVER - : v _ IVER W J MOULD 5%8" SNAP -IN REVAL. � FIXED STRUCTURE � RECEIVER FOR GYP. BD., rn 1/2" CENTER �-1. 1" EXP. JT. SECURE TO METAL STUD Q SUPPORT PANZ_7 \ VERIFY VERIFY TAPER CONC: TOPPING VAULTED. CEILING W/MANU ( W/MANUF. TO FLUSH OUT NJITH J-MOULD i II 1 " E.J. AT AREAS W/0 )) v \ BEYOND RECESSED EXPANSION TILE 71,/, V J-MOULD = ENDED _ 5/8" GYP BD SUSPENDED 11 I � 1. - - ____ - � �- II o7 ......... I.....JOINT COVER FROM DECK ABOVE ' II`� \ - = LINE OF FINISH FLOOR LINE OF. FINISH FL OOR � � 0\:::�I.SHOWN DASHED - SHOWN DASHED z :`I Ln II �; I I I I 00 ..:... : -- - - - - � ---- - T��-- -- �� E,XP• JT• DETAIL @CEILING _- - a Q0 ( � - - - = - - - - - - Q Q - - Q o OQ o- '0, SCALE: 3" = 1'-0„ .'r I + _ + +' - 00 O � D , . . .. n I o N' a o- o. .......... _ . r, r - - . ,� r// � a: d LT 4 -- - - -- --�-+I I = . . �� .�.. '-.- � !- . .� I r I ., K) ,:r...,,., . I........-...........::...:..:.......�. �.. -# �• I . . OI � _t�� ao- c SHEET MTL. DUCTWORK o LINE OF DEPT. STORE, ^1 o I REF: MECHANICAL I I SHOWN DASHED r r _ 1 HVAC GRII I E I I I I I � 7 _ :: I STEEL JOIST, RE: STRUCT. ::::.; . �, = i I E i ..:............ ... . 1: .:... I11/1 { _ T _ Jr - AT JOIST SEAT. I CONCRETE TOPPPING ON 3"x2" (LLV) CONTINUOUS � PRE -FINISHED 24 GAUGE + I + I METAL DECK I BREAK MTL E.J. COVER ,. I ..... ;..,..,, ".:.. ...:..:... ._.,.r. ,...,.. I PRO A L = _r . '.. I . ' 9� 1% ,-f- I�9 I I STEEL CLOSURE ANGLE, I FILE " " 1,-0" , VARIES � I I RE: STRUCTURAL - Q - - COMPOSITE CONSTRUCTION I FIRE TREATED WOOD BLOCKING r `��jl 3 5/8" MTL.' STUDS SPANNED BETWEEN STEEL STRUCTURE I SECURED TO STRUCTURE AND - . of VERTICAE STUDS: ATTACH WITH CUP RE: STRUCTURAL DRAWINGS t 7 :: E.J. COVER RECEIVER. 0 ANGLES, TYPICAL. r�i . ' I FIRE RATED 5/8" GYP.BD. . - I ON 3 5/8" MTL. STUDS @ Is - LEASE LINE SHOWN DASHED I 16" O.C. SECURED TO DECK •;;,..•; ;; ;;.;.;.•;;;,,;; ;;, -.;;. AND STRUCTURE- 5/8" GYP. BD. ,ON 3 5/8" I MTL STUDS @ 16" O.C. I � CONTINUOUS SEALANT l. 9 1 1 . L===� - -_ -------- I . I \ A . - I - - I - IL - I - - - 9 - -I 1" 1" 1" _ CONT. 24 GAUGE PRE -FINISHED � D ETA I L r - - - - 1 I . k METAL E.J. COVER RECEIVER 1. o �, _ . _ I I + -f- - . C SCALE. 1 1/2 - 1 0 -�- I FOR •GYP. BD., PROFILE "C" 1 I + 1. h- SIHOWN DASHED BYRE RATED 5/8" YTENANT ' ,+ + 5/8" SUSPENDED GYP. BD. CLG. - I (N.I.C.) I --- - - - - -: 3 5/8 MTL STUDS o EXP.,,JT,- DETAIL @ CEILING ' I � 9 SCALE. 3= 1 0 VERIFY VERIFY SCALE: 3D E T-A oL @ L0 0il . R r W/MANU� - W/MANUF. . RECESSED EXPANSION 11 I STAINLESS STEEL TOP AND JOINT'COVER . RAIL W% MALE/FEMALE • LINE OF FINISH FLOOR - LINE OF FINISH FLOOR CONNECTION - WELD INTERIOR I 1"1 - SHOWN DASHED SHOWN DASHED ! PIPE TO ONE SIDE ONLY N ( VERIFY-----, - - - --- .Ir � W F. \ 1 " r, I I - ''� �' "� ,""�'"' ""°" `.v "�'�' �' "' RECESSED EXPANSION - I I I . . ' i - W. . -" ^; ' o �' JOINT COVER STL..GUARDRAIL PICKETS, O O O z _ ' o O ? O LINE OF FINISH FLOOR PAINTED 0 4 g�_� QQ. -91, 0 ' 0 SHOWN DASHED WALL OF DEPT. STORE - - - - �. . o o . o o. O D N i' O WN SHE 0Q. o : OO . � Q o v 0 o I 0 - G.C. TO PROVIDE HALF o - - - - - - � � - - - - OF E.J. COVER TO DEPT. ' O o I o a _ O . . . . 0 STORE CONTRACTOR FOR- 0 - o -- . ... - Q' _ ' THEIR INSTALLATION AND 0 . - . O 1 EXPANSION JOINT 0 I Oo �_ o ST_. GUARDRAIL ASE, COORDINATION . . TO COORDINATE PAINTED COVER O I O �" �' o �O ATTATCHMENT W/DEPT. O - - . - - - - -�- - - _ STORE CONTRACTOR . o .. ' I . .. . . .. ' . / - - - - -'- . - - - - BLOCKING TO RECEIVE . . . - . P.J COVER r . � ___? L ` - � '_ ' - - �_/ 9 1 0 , , . . - . Q . I -=- STEEL CLOSURE ANGLE 11111 IIIII IIIII I I I I I - � ' ' E: STRUCTURAL RAL v o - � � R .. ..... ... ........ :...: MALL CONSTRUCTION DEPT. STORE CONSTRUCTION , I . � . . r . . I r � / . . : � � F COMPOSITE CONSTRUCTION PORCELAI. N TILE ON�\>r�l� -------- STEEL TUBE C� T ' JO ST PLYWOOD RE: STRUCTURE C� E.J. D-ETAIL C FLOOR S E�L SCALE: 3" = 1'-0" RE: STRUCT. 1 - . 1 " EX . JT. . I I I 1. � . - . I . I � -1I . w c�2� 2 E.J. DETAIL @FLOOR E.J. DETAIL @ URD SCALE: 3" = 1'-O" C SCALE: 3" = 1'_O" r . 3 5/8" CONTINUOUS . . - . - MTL. STUDS AS �'- ' r r LATERAL SUPPORT ' 11 1 3 5/8" MTL. STUDS j @ 16" O.C. . II I �/ ' 3 5/8" DIAGONAL MTL. I 1- 5/8" GYP. BD. ON • I I (/ STUDS @ 4'-O" O.C. MALL CONCRETE Q „ I 11.I � ATTACH W/CLIP ANGLES - W I 3 5/8 MTL. STUDS \- �. a. / SLAB ON GRADE o �I I .3 5/8" CONTINUOUS . I � 1" I LINE OF DEPARTMENT II III I / MTL. STUDS AS 1" EXP. JT. Q 1 STORE SHOWN DASHED II I III I / :LATERAL SUPPORT I 'w °- / • 1\ II I 1�111 j 3" X 2"(LLV) -J-MOULD 9 � \ , II j CONTINUOUS(PRE-FINISHED) PAINTED 24 GAUGE COMPRESSIBLE COMPRESSIBLE SEAL II III I BREAK MTL. E.J. COVER ' D� ' SEAL I ; o,,, , ' ,, \ III / PROFILE "B" ' ;p% '%Q � 1 5/8" MTL, STUDS SECURED ll - - ''I I _ I i� i -F fS' O ' ,'oCa ' j' �O LINE OF DEPT. I TO OTHER STUD 24 GAUGE CONT.(PRE IN r1) 0 , , . - - _- _ -- - PNTD.� METAL E.J.`COVER , ' • STORE SHOWN' -. _ _ _ _ _ - - _ PROFILE: "A" RECEIVER ; ;' DASHED 3"x2" LLV CONTINUOUS W J-MOULD RECEIVER FOR % ' I PRE -FINISHED 24 GAUGE / r . I GYP.BD. SECURE TO MTL. q ' "D;Q I � AA1 " T - G.C. PROVIDE d P , I BREAK MTL. E.J. COVER 0 1 E.J. I SUDS T PR V_ „ PROFILE A w TO DEPT. STORE CONTRACTOR 11 I 1 11 1-- z , �.. _ - Q 0 � FOR INSTALLATION �' F_ _ w I CONTINUOUS PR_ FINISHED o . J ( ) IIIII IIiI IIIII I I II i II �, I . . J-MOULD Q 24 GUAGE E.J. COVER 1 ry z 5/8" GYP:BD. - RECEIVER, PROFILE "B" WITH c° �. SUSPENDED FROM J-MOULD RECEIVER FOR GYP.' w ill0 I DECK ABOVE 11111 I 1 I11 1 BD. SECURE TO MTL, STUD z c� •• Illll IIII LINE OF DEPT. STORE - . E J DETAIL @CEILING JT DETAIL EXP. JTo . @ FLOOR EXP• 1 C SCALE: 3" = 1'-0'' _ ,� LJ SCALE: 3" = 1'-0" . SCALE: 3 - 1 -0 _. . 5/8" GYP. BD. ON = . _ 3 5/8" MTL, STUDS • - 21: 0 VERIFY VERIFY � 1 1 " 1:: FXP. JT. 1II \ �I 1. r W/MANU� 1 I IW/MANUF. i 1 i J-MOULDT RECESSED EXPANSION I SEALANT -I'l V_ c:7 - /1 JOINT COVER .. ,�, � N LINE OF FINISH FLOOR ...... ::...'.' ..:: .:..::.:::.:.. LINE OF -FINISH FLOOR•.•,::•:<::�:::•:::::••�::..:••.:..:.::..:•.:: ;•�...:.;.::. = SHOUJN DASHED - SHOWN DASHED n IN . 1 3"x2" (LL V) CONTINUOUS 1 I 2" 1., PRE-FWISHED 24 GAUGE I �� - - - - - - - - - - - ® - - ® BREAK MTL. E.J. COVER ---=---------- - PROFILE 'A' ,_ . o E r►Arr E "B" O O �- . , ' ="_ .� 1 5/8" MTL. STUDS AND STUD PROFILE PROFILE - 0 C) ------ ---1 t��'-�'--- 0' N C o I O o - - - - - - �! - - - -RUNNERS SECURED TO EACH c� 0 O.O. �� OD = 0 0 .�_= OTHER AND 3 5/8" MTL. STUD 3 1/2" . C° =O o / G.C. TO PROVIDE HALF 1 1 co _ = _ _ - . _ = - I� �/ CONTINUOUS (PRE -FINISHED) '(� . - - - - - OF E.J. COVER TO DEPT. 24 GUAGE E.J. COVER I I . Q 0c)- - - - -STORE CONTRACTOR FOR RECEIVER, PROFILE "B", WITH O .. Q. . : r - - - - -THEIR INSTALLATION AND J-MOULD RECEIVER FOR GYP. COORDINATION Q I . / BD. SECURE TO MTL. STUD =1=====__� I 1/2" E I ----I r--- - E J COVER PROFILE "A" SHOWN � 0 1 0 1 2'-5 1/4" 2'-5 1/4" 4'-10 1/2" Ir I A3.9/13 �4 PLANTER PLAN SCALE: 1/2" = 1'-0" REF: A3.9 FOR EMBLEM PROFILE 7 1 /AIIP RI 11 I N(1Q1=' //k., 1\. �2 PLANTER ELEVATION SCALE: 1/2" = 1'-O" 2 1/4" R. �� 2.1/2" 5" BULLNOSE �/__� -IT _ T I . NS RE: DTL. A9.5/13 2- FOR WALL \� ATTACHMENT - > 11 ,�� N . J 0 1r\ �� _- 1/2" CENTER 4 SUPPORT PANEL 1 25 1/ fi - PLANTER SECTION SCALE: 1/2" = 1'-0" 2 1/4"R. BULLNOSE 4 1 /2" ROSETTE fi 7/8" R. �� PLANTER ELEVATION SCALE: 1/2" = 1'-O" 2' - O" 0 U I z o z 0 0- I o Mffrd Im 0 I 0 I z o z `- 0 0- I o 2'-0" PAINTED GYP. BD. FURR DOWN METAL CORNER TRIM 8 x 8 PORCELAIN TILE FIRE VALUE CABINET FIRE EXTINGUISHER CABINENT I I I Ln (7-% MASONITE WALL PANEL GYP. BD. FURR DN @DUCTWORK -� PAINTED GYP. BD. FURR DOWN METAL CORNER TRIM 8 x 8 PORCELAIN TILE FIRE VALUE CABINET FIRE EXTINGUISHER CABINENT -\ I I DASHED, .BY TENANT N.I.C. 1 1/2" +n 1. tr co I I -COMPOSITE CONSTRUCTION I I I ( ) 2 • 0 STEEL JOIST 1 1 E.J. COVER, PROFILE "B",SHOWN RE:. STRUCT. I DASHED, 'BY TENANT (N.1.C.) � � � MASONITE WALL PANEL - ' I 1;MALL CONSTRUCTION DEPT. STORE CONSTRUCTION 5/8" GYP. BD,, SHOWN DASHED, P R O F I L E r r C r r BY TENANT (N.1.C.) . ' E,.J. DETAIL @ FLOOR EXP. JT. @ /ALL EXP. JT. BREAK METAL TYP. EXIT PSGWY. SECTION R� _ _ _�(:D SCALE: 3" 1'-0" LI SCALE: 3" = 1' 0" J �"J SCALE: 3" _ 1'_0'• SCALE: 1/4" 1'-0" 'r _: _ _ SKYLIGHT SYSTEM. LINE OF INTERIOR FINISH . -1 . _ . A2.17/02 'HALL OF SKYLIGHT BEYOND _. - z 1 _ SHOWN DASHED ` . MTL FLASHING ROOF CANT @ SKYLIGHT BEYOND : . _ ` -- _ RIGID INSULATION ON MTL. DECK '1 4" CANT - I FIRESAFING @F'LUTES OF FULL BATT DECK W/ CONT. SEALANT @ JOINTS INSULATION BUILT-UP ROOF PURLINS, RE: STRUCT. . 5/8" GYP. BD. ON 3 5/8" MTL. -- ---I ---------- STUDS @ 16" O.C. W/ ALL. PENETRATIONS SEALED COMPLETE . I _ ROOF JOISTS, RE: STRUCT. STEEL BM. \\� I f RE: STRUCT. NOTE: CONTINUE THIS GYP. BD. I � + + + FACE W/O INTERRUPTION INTO \\ 1 + + + + / THE SKYLIGHT WELL AND BEYOND. !_ I I _... �� , BUTT PERPENDICULAR GYP. BD. AND I MTL. STUDS INTO THIS FACE 5/8" GYP.BD. IN LIEU OF TERMINATING THIS ON MTL. STUDS i I GYP. BD. ' PROVIDE SEALANT BETWEEN STUD IF • + RUNNER AND GYP. BD. CEILING, CONT. +' + +, f+ GYP. BD. ON SUSPENDED - CEILING SYSTEM 3 5/8" STUDS @ SMOKE EVACUATION PLENUM FIBERGLASS I 16" O.C. FRIEZE . I I , gO DETAIL SCALE: 3/4" = 1'-0" - CONCRETE TOPPING ON LOUVERS RE: A9.2- 3 5/8" MTL. STUDS I `� - SPANNED BETWEEN VERTICAL STUDS @ 3 5/8 MTL. STUDS ADJACENT TO SPANNED BETWEEN DUCTWORK =SECURE 3 ` VERTICAL STUDS @. /+ TO VERT. STUDS W/ � V-7 3/4 DUCTWORK - SECURE + + 3 5/8`' DIAGONAL MTL. CLIP ANGLE TYP. , STUDS @ 4 0 Q.C. L VERT. STUDS W/ +� SECURED TO'DECK & 5/8" SNAP IN CLIP ANGLE -TYP. VERTICAL STUDS DRYWALL co REVEAL - - 1 3 5/8" MTL. STUDS @ ,�, � 16" O.C. SECURED TO1. 1 "' �o DECK "' . j_ji+ NOTE: SPACE r __� STUDS TO FRAME DUCTWORK PAINTED HVAC --- . ----' N � + 5/8" SNAP IN2 r - - DRYWALL WHERE INDICATED @ MIN. DIFFUSER F-. oIt ...REVEAL SPACING . J � ,�-,. `f - = Ii. I I� SHEET MTL. DUCTWORK r') .....I... . _.. . RE: MECH. .... 00 10 2'-'1 + 5/8" GYP.BD. ON 5/8" GYP.BD.-� 2 1/2 MTL. STUDS @. ON MTL. STUDS n GO co1 2'-0'1I, 16" O.C:"BELOW DUCTWORK ' 5/8" GYP.BD. w I ONLY W/ 3 5/8".MTL.DETAIL ON MTL. STUDS 1 1 STUDS @ 16" O.C. @ ' t ALL OTHER AREAS SCALE: 3/4" = 1'-0" 00 DETAIL LEASE LINE . �"J SCALE: 3/4" = 1'-0" SH04VN DASHED A9.5/15 11 -' I /T 3 5/8" DIAGONAL MTL. . 5/8 GYP.BD. +/T STUDS @ 4'-0" O.C. oo - ON 3 5/8" MTL. SECURED TO DECK & I N STUDS @ 16"O.C. VERTICAL STUDS MTL. STUDS @ C° 5/8" "SNAP -IN" 3 5/8" MTL. STUDS SPANNED DRYWALL _ I BETWEEN VERT. STUDS REVEAL 0 ALn �++ ATTACH W/ CLIP ANGLES.,TYP. . . PAINTED HVAC ........._.:.:.:.:.: >. �- DIFFUSER o � I I � I - I 3 '� I I I SHEET MTL. DUCTWORK 5/8" GYP.BD. CLG: ,:. - :.............. ::. - : RE: MECH. - I PAINTED GYP.BD. + � 5/8" GYP.BD. ON 2 1/2" .1 'NUETRAL BAND BEYOND 00 - _ ... . MTL. STUDS @ 16" O.C. a `1-1 ° __1I 2'-0" I BELOW DUCTWORK ONLY W/ - RECESSED DN. LT. RE: E '3 5/8'' MTL. STUDS @ 16" • '� I OC. @ ALL OTHER AREAS SUSPENDED CEILING SYS 5/8" "SNAP -IN" I I DRYWALL I LEASE LINE .� 2 REVEAL 1 , SHOWN DASHED - . DETAIL D ETAI L SCALE: 1I 2 = 1'- 3 5/ //8" DIAGONAL MTL. STUDS @ 4'-O" O.C. SECURED TO DECK & VERTICAL STUDS r 3 5/8" MTL. STUDS @ 16" O.C. SECURED TO DECK TYPICAL NOTE: SPACE STUDS TO FRAME DUCTWORK WHERE INDICATED @ MIN. SPACING /-SHEET MTL. DUCTWORK .RE: MECH. ........... ... I ---- 5/8" GYP.BD. ON I 2 1/2" MTL. STUDS @ -.16" O.C. BELOW DUCTWORK ONLY W/ 3 5/8" MTL. STUDS ®16" O.C. @_ - I ALL OTHER AREAS IV LEASE LINE SHOWN. DASHED, I FINISH FLOORING -ON CONCRETE TOPPING ' ON A3.9/25 METAL DECK EXPANSION JOINT COVER - . I / STL. TUBE BEAM RE: STRUCT. I F--I I I, III LINE OF I DEPT: STORE `� i A3:9/26 . I i 1 ' I I . j . - I EXPANSION LECT. JOINT COVER TEM I I O'-0" I1-111 E.J. N.T.S; 0" lJ SCALE: 3/4" = 1'-O" 2.4 -1. A5.8/.SA . - RAILING TILE BAND A9.5/13 I � I -�� 5/8" GYP. BD. ON N1,1N17 SUSPENDED CEILING SYSTEM 1' I TILE FLOORING co / ,i CONCRETE TOPPING ON - . JFMETAL DECK vi . • CONTINUOUS REVEALL I . F- z 5 1 /8n 7 3/4' . STEEL BM. - -------f I 1'-2 1/4". ------ .RE: STRUCT. I -I 1 8I 7 " S.) . - . _ �, 3 5/8" DIAGONAL MTL. i 3 5/8" MTL.' STUDS @ 5/8" GYP.BD. STUDS @ 4.'-0" O.C.. 16", 0.C. ON MTL. STUDS ) I SECURED TO DECK OR - (.0 7Li c STRUCTURE AND I 3 5/8 MTL. STUDS VERTICAL STUDSI z I * ,� * - 1 8 MTL. STUDS @ 16 O.C. SPANNED BETWEEN = I * * i _ -I VERTICAL STUDS @ - It 3 /8" MTL. STUDS @ I 9" 1'-0 3/4" FULL BATT INSULATION DUCTWORK -SECURE TO VERT. STUDS W/ 6" O.C. SECURED TO m CLIP ANGLE - TYP. /+ DECK I 5/8 GYP. BD. ON � TYPICAL NOTE: SPACE `� _ -9- - �. \ 4 3 5/8" MTL: STUDS . - STUDS TO FRAME DUCTWORK /' � \ - - 5/8 SNAP IN 00 WHERE INDICATED @ MIN. - ) 3/8" •CEMENT. PLASTER 01 ! MTL. • DRYWALL `f' �' SPACING / * * \ I LATH ON BLDG. PAPER ON •1/2" _ REVEAL w ..... ! �:� - 11 SHEATHING. ON 8 STUDS " . M _ I I SHEET MTL_. DUCTWORK I * * 1 oo n .: .:::......... .. RE: MECH. - \ * / STEEL TUBE, RE: STRUCT. > I ;_� :ssj;:�� U 5/8' GYP.BD. ON I. 2 1/2" MTL. STUDS @ I ,� - "DOUBLE -UP" MTL. STD. SECURED , 00 002'-0" 16" O C. BELOW DUCTWORK 1'-Q -'3/4'l 1'-2 1/4" TO EACH OTHER AND RUNNER . ONLY N/ 3 5/8 MTL. A7.6/12 - N STUDS @ 16 O.C. @. OPP. HAND F DRIP REGL_T I ALL OTHER AREAS DETAIL LEASE LINE ALUM. DOOR AND FRAME (�J SCALE: 3/4" = 1'-0" SHOWN DASHED BACKER ROD AND SEALANT . TILE ON BACKER BOARD 3 5/8" MTL. STUD @ 16" O.C. D ETA I L � . �! 0 � 0 z X I- _+_ II_ . .- J � in L. Z O U I b Q � Z - 0 U7 . V) W o . . V) L. Iz 0 III 0 z O , . z - � , Q 0- a . \ DIAGONAL 3 5/8" MTL. STUD @ (=] SCALE: 3/4 = 1'-O" 4'-O" O.C. SECURED TO DECK . AND VERT. STUDS TENANT CLG. II SMOKE EVACUATION MECHANICALLY FASTENED RIGID (N.1.C.) PLENUM INSULATION BOARD I ' SHEET MTL. 5/8 GYP. BD. ON STANDING SEAM METAL ROOF DUCT WORK SUSPECEILING. &=4 °� NDED SYSTEM i 1 \ _�4 LIGHTING, RE: ELECTRICAL LL I '1 .1 LINE OF CLG. BEYOND �, LL ' / Q I A5.8/3A � I 5/8" GYP. BD. ON 3 5/8" MTL. STUDS TO DECK, SEAL -� of I, , AROUND ALL PENETRATIONS TO &=14 I• • • • . . � CREATE AN AIR TIGHT00 e _ i) . T- ENCLOSURE I----- - I �`` I - I I . ;2i ' ' 5/8" GYP. BD. ON 3 5/8" STAINED STRUCTURAL WOOD--_ . 1" 1 4'-0" I 2'-0" MTL. STUDS PLANK ROOF SECURED TO STRUCTURE �� 6'-0" - �- STRUCTURE BEYOND --,�4 �---- LEASE LINE SHOWN DASHED fi \� VERIFY 11 iW/ STRUCT. DWGS. RE: A3.9/8 FOR NOTES 11 DETAIL WD. PLANK DETAIL . Pm4 SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-O" . _ 0 :4 . '_j L 0 feel ", SHEET. A 3 . 9 ` �- S JOB NO.: 9303 DATE. 3/21 /9 4 , p 4 AO q p p rd IL f p C C C c C c p p I 1 4 7 z TIO • 1 . , - - � - HORIZ. SECTION 4 I HORIZ SECTION, co 3 \ �\ 1 n CEILING I I - 4 1 1 6 3 2 1 3 1. STUDS -CHANNEL SHAPED; 3 5/8" WIDE BY 1 1/4" "DEEP WITH 5/16" FOLDED 4 BACK RETURN FLANGE LEGS. FABRICATED FROM NO. 25 MSG GALV. STEEL.- MAX FLO OR STUD- SPACING 16" O.C. STUDS TO BE CUT 1 " LESS .THAN ASSEMBLY' HEIGHT. - 2. ' FLOOR AND CEILING RUNNERS -(NOT SHOWN -CHANNEL SHAPED RUNNERS, _ _ 11 � )� � 1. FLOOR AND CEILING RUNNERS J SHAPED, 2 1/2 WIDE WITH UNEQUAL 1. FLOOR AND CEILING RUNNER -(NOT SHOWN -25 � ( ) MSG (MIN) GALV. STEAL 3 5/8 WIDE BY. 1 1/4 DEEP, FABRICATED FROM NO. 25 MSG GALV. STEEL, I. CONCRETE BLOCKS* ,DESIGNS: CLASSIFICATION D-2 2 HR.. LEGS OF 1" AND 2" FABRICATE I - ` ( ) D FROM 24 MSG GALV. TEE_. RUNNERS ATTACHED 1 HIGH, RETURN LEGS 3 5/8 WIDE (MIN.), ATTACHED TO FLOOR AND ATTACHED TO FLOOR AND CEILING WITH FASTENERS, 24" O.C. MAX. SEE CONCRETE:' BLOCK CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER CEILING WITH FASTENERS 24" O.C.. THAN 2" FROM ENDS AND NOT GREATER THAN 24" O.C.. 3. CEMENTITIOUS BACKER UNITS* -BOARD 1/2" THICK; SQUARE EDGE, ATTACHED 2. STEEL STUDS-"C-H" SHAPED STUDS 2 1/2" I " / WIDE BY 1 1/2 DEEP FABRICATED 2. STEEL STUDS-3 5/8 WIDE (MIN.), 1 1/4" LEGS, 3/8'' RETURN, FORMED TO `STUDS 1 , 1/4" LONG TYPE S, CORROSION -RESISTANT, WAFER -HEAD STEEL 2. PAORTAR-BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 THICK;. OF NOT 'ROM 25 MSG GALV. STEEL SPACED 24 OR 60 0 MM O.C.. VERTICALLY OF 25 MSG (MIN.) GALV. STEAL. MAX. STUD SPACING 24 O.C.. SCREWS SPACED 6" O.C. JOINTS COVERED WITH GLASS' FIBER MESH TAPE. LESS THAN 2 1/4" AND NOT; MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND• RESTRAINED WALLS REQUIRE STUDS TO BE CUT 3/8" LESS THAN FLOOR TO ALTERNATE BOARD ATTACHMENT FOR 20 GUAGE OR HEAVIER STUDS, 1 1/4" TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE CEILING HEIGHT. 3. BATTS AND BLANKETS*- OPTIONAL -MINERAL THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS -(OPTIONAL) MNERAL WOOL OR GLASS FIBER BATTS LONG TYPE S-12 CORROSION -RESISTANT, WAFER -HEAD STEEL SCREWS SPACED 3, GYPSUM WALLBOARD*-1" THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS 8" O.C. JOINTS COVERED WITH GLASS FIBER MESH TAPE. STAGGERED. BZJZ CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. IN NOMINAL 24" OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED ( ) CANADIAN' GYPSUM CO. -TYPES ECB,ICB 2A. MORTAR MIXTURES-(ALTF RNATE TO MORTAR -ITEM 2)-NOT MORE THAN 1.30 LBS' SECTION OF C-H STUDS. FREE EDGE OF- END PANELS ATTACHED TO LONG LEG TEC INC..-TYPE TEO OF SAND AND 5 GAL. OF WATER TO 76 LBS (ONE BAG) OF MORTAR MIXTURE) OF "J" RUNNERS WITH 1 5/8" LONG TYPE S SELF DRILLING, SELF TAPPING 4' WALLBOARD, GYPSUM*-5/8" THICK, 4FT. WIDE, ATTACHED TO STEEL STUDS CEMTECH INDUSTRIES,_ INC. BUGLE HEAD STEEL SCREWS SPACED NO GREATER THAN 12" O.C.. AND FLOOR AND CEILING TRACK WITH 1" LONG, TYPE S SELF TAPPING STEEL CANADIAN GYPSUM CO. -TYPE SLX SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD 4. BATTS AND BLANKETS -PLACED TO FILL INTERIOR OF STUD CAVITY, 3" MIN. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER -ADD 1/2 HR-TO UNIT OF THE BOARD. JOINTS ORIENTATED VERTICALLY AND STAGGERED ON OPPOSITE THICKNESS. CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL ED STATES GYPSUM CO.- TYPE SLX S E SIDES OF THE ASSEMBLY. WHEN ATTCHED TO ITEM 6 (FURRING CHANNELS) USG INTERIORS INC. PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OF OPPOSITE FRAMING TO WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1" LONG UNITED STATES GYPSUM CO. ACHIEVE A MAX. CLASSIFICATION 0 1-1/2 HOUR. 4. 'GYPSUM WALLBOARD* THICK, 4FT. OR 1200 MM WIDE, APPLIED TYPE S STEEL SCREWS SPACED. 12" O.C. 5. BOND COAT FOR SETTING TILE=LATEX MODIFIED PORTLAND CEMENT MORTAR OR VERTICALLY AND ATTACHED TO STUDS WITH 'I" LONG TYPE S STEEL CANADIAN GYPSUM CO., LTD. -TYPES C,SCX, SHX, WRX. ' ANSI A13.6.1 TYPE 1 ORGANIC ADHESIVE APPLIED WITH A 1/4" SQUARE NOTCHED 4. LOOSE MASONRY FILL -IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY � � GEORGIA-PACIFIC CORP.,EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN) PROCESS), WATER SCREWS SPACED 12 O.C. ALONG 'DOES AND IN THE FIELD OF THE BOARD. GYPSUM DIV.-TYPE GPFS-C. TROWEL. REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED OF THE BOARD. JOINTS ORIENTATED VERTICALLY AND STAGGERED ON OPPOSITE PABCO GYPSUM CO. -TYPE PG-C. SIDES OF THE ASSEMBLY, WHEN ATTCHED TO ITEM 6 (FURRING CHANNELS U.S. GYPSUM CO. -TYPES C,FCV,1PX2,SCX,SHC,SHX,WRC, OR WRX. 7. WALLBOARD GYPSUM* -APPLIED VERTICALLY; 5/8" THICK, ATTACHED TO PERLITE LOOSE FILL INSULATION ADD 2 HR. TO CLASSIFICATION. ) STUDS WITH 1" LONG, SELF DRILLING, SELF -TAPPING SCREWS, SPACED WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1" LONG TYPE S STEEL SCREWS SPACED 12" O.C. 5. JOINT TAPE AND COMPOUND -VINYL, DRY OR PREMIXED JOINT COMPOUND, 8" O.C. ALONG THE EDGES OF THE BOARD AND 12" O.C. IN THE FIELD OF CANADIAN GYPSUM CO. TYPE C APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2" WIDE, THE BOARD, GEORGIA-PACIFIC CORP., GYPSUM DIV.-TYPE GPFS-C. EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, DOMTACANADIAN GYPSUM CO.,LTD.-TYPE C,SCX;Si IX;WRX PABCO GYPSUM CO. -TYPE PG-C OR C NOMINAL 3/32" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE �.. GEORGI GYPSUM INC.-TYPE 5 U.S. GYPSUM CO. -TYPE C, IP-X2 OR WRC ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. GEORGIA-PACIFIC CORP., GYPSUM DIV.-TYPE GPFS-C. , PABCO GYPSUM CO.TYPE-C UNITED STATES GYPSUM CO. -TYPE C,SCX,WRC,IP-X1,IP-X2 OR SHC. 5. BATTS AND BLANKETS* -(OPTIONAL)-MINERAL WOOL BATTS PARTIALLY OR 6. FURRING CHANNEL -(OPTIONAL- NOT SHOWN) -RESILIENT 25 MSG GALV. COMPLETELY FILLING STUD CAVITY. FURRING CHANNELS SPACED VERTICALLY MAX. 24" O.C., FLANGE PORTION 8. JOINT TAPE AND COMPOUND -VINYL, DRY OR PREMIXED JOINT COMPOUND, USG INTERIORS,INC, ATTACHED TO EACH INTERSECTING STUD WITH 1/2" LONG TYPE S-12 PAN HEAD - APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2" WIDE UNITEED STATES GYPSUM STEEL SCREWS. EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, 3/32" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. BEARING THE U.L. CLASSIFICATION MARKING 9. VAPOR PERMEABLE WATER BARRIER SHEATHING MATERIAL -(OPTIONAL -NOT SHOWN) BEARING THE U.L. CLASSIFICATION MARKING � *BEARING THE U.L. CLASSIFICATION MARKING -AS .REQUIRED. 10. WATER BARRIER -(OPTIONAL, NOT SHOWN) -COMMERCIAL ASPHALT SATURATED AND/OR COATED FELT. U.L. DESIGN NO. U442 U.L. DESIGN NO. U905. U.L. DESIGN NO. U469 U.L. DESIGN NO. U465 (NON -BEARING WALL RATING-1 HR.) (ONE HOUR RATING) (ASSEMBLY RATING-1 HR. (NON -BEARING WALL RATING-1 HR.) * BEARING THE U.L. CLASSIFICATION MARKING NON -BEARING WALL) 7tm PROVIDE FIRE STOP CLOSURE PROVIDE NEOPRENE DECK WHEN FIRE RATED PARTITION CLOSURE WHEN NON -RATED IS PERPENDICULAR PARTITION IS PERPENDICULAR TO DECK RIB TO DECK RIB-� ROOm FINISH SCHE-DULE CONTINUED ar w m O c ROOM NAME L -O O Li- N m J T' Uz J � _ V) y N w J _Q Ld 3 v F- = I U` T v REMARKS 231 KITCHEN I 1 2 8 8 8 8 3 9'-0" 232 TOILET ROOM 1 I 2 10 10 10 10 3 I9'-0" 233 CORRIDOR 4 1 8 I 8 8 8 3 9'-0" -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS -234 MARKETING MANAGER 4 I 1 1 f 7 1 1 3 9'-0" 235 ASST. MANAGER 4 1 1 1 1 7 3 G 9'-0" 236 MALL MANAGER 4 1 7 7 7 7 3 1 9'-0" 237 CONFERENCE ROOM 4 1 7 7 7 7 3 9'-0" 238 CORRIDOR 4 1 8 8 8 8 3 9'-0" -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 239 JANITOR'S CLOSET 2 3 10/11 10/11 10/11 10/11 5 -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 240 JANITOR'S CLOSET 7 5 2 2 2 2 5 241 FAMILY ROOM 2 4 13 13 13 13 1 242 TOILET (WOMEN) 2 i 3 3 3 3 3 I 1 9'-0" 243 TOILET (MEN) 2 3 3 3 3 3 1 9'-0" 244 VESTIBULE 8 4 13 13 6 6 1/6 CLG. HEIGHT VARIES - SEE SECTIONS 245 PUBLIC CORRIDOR 3 2 1/12 1/12 1/12 1/12 3 10'-0' 8'- 07-- -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 246 BREAK ROOM 1 2 I 1 1 1 - 1 �- 3 - - -- --- 247 WORK ROOM 1 2 1 1 1 1 1 3 18'-0" 248 MAINTENANCE 7 2 1 1 1 1 1 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 249 EXIT PASSAGEWAY 7 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 250 EXIT PASSAGEWAY 7 5 5 - 2/1.2 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 251 EXIT, PASSAGEWAY 7 2/12 2/12 2/12 5 { -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 252 JANITOR'S CLOSET 2 3 10/11 10/11 10/11110/11 5 I -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 253 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 254 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 255 SPRINKLER ROOM 7 5 2 2 2 2 5 256 ELECTRICAL ROOM 7 5 2 2 2 2 5 256A COMMUNICATION ROOM 7 5 1 2 2 2 2 5 257 JANITORS CLOSET 2 3 10/11 10/11 10/11 10/11 5 1 -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 258 EXIT PASSAGEWAY 7 5 2/12 2/12 12/12 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 259 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 14 1 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 260 EXIT PASSAGEWAY 7 5 2/12 14 2/12 2/12 11 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 261 JANITORS CLOSET 2 3 10/11 10/11 10/11 10/11 5 -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 262 EXIT PASSAGEWAY 7 5 14 14 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 263 EXIT PASSAGEWAY 77 5 1 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 264 EXIT PASSAGEWAY 7 5 2/12/14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 265 SPRINKLER ROOM 7 5 2 2 2 2 5 266 ELECTRIC ROOM 7 5 2 2 2 1 2 5 267 VESTIBULE 8 4 13 13 6/13 6/13 1 CLG. HEIGHT VARIES - SEE SECTIONS 268 EXIT PASSAGEWAY 7 5 i 2/12 2/12 2/12/14 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 269 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12/14 2/12 5 I -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 270. TOILET 1 3 10/11 10/11 10/11 10/11 3 18'-0" 271 MAINT. STORAGE 7 2 1 1 1 1 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 272 VESTIBULE TO WOMEN 3 4 13 13 13 13 1 10'-O' 273 VESTIBULE TO MEN 3 4 13 13 13 13 1 1 10'-0' I { 0 ROOM FINISH SCHEDULE (REFER SHEET AO.2 FOR MATERIALS AND COLORS) FLOOR BASE WALLS CEILING W J v-) w x w U � O 00 x J w U � O Www o_ x Q U Q w O a_ Q_ U Q U z O p I_ w U z O U> (n Q w � r� W w O � - d W > O w m a' - d �. X = Q E- U Q � w U co w rn c m w J w o m = V) o W z O z © z Q n z Q m o O O s' x N z Q n I Q >- o (n a- >- t7 a`f w D Q I Q >- o � O: (n a- >- U \Ld x W J t= U Q w W U 7- Q_ I O )in Q m� o rv) O a_ x W Z � I Q 0 (n O a_ x W Q 0 � -J Q Q CL = z LG w >> O U J J Q 3_- m L'iL W 2 z w O U J J Q 3 Q Q 86 N I W �j J z O U °�- a_ m 1- to N w � n- i- 5 > W t= w m = - oo � w Q a- W m - -r - - Oo w z Q ZV � F O U (n z ? co � z O w = (n _j O w O (- 0- w O Q o- o D m >- , Z J n � a } J N ) Ow w 0 w vwi � wU a00 r j o to O a_ x 0 Q z wU v~i 0 v� O a,. x NW nW J o Q J 1 2 3 4 5 6 7 8 ] 2 3 4 5 6 - -- -- 1 _2 3 4 5 6 7 8 9 10 11 1 2 - 13 14 ' 1 2 [.3 4 5 6 z n z O 101 ROOM NAME I EXIT PASSAGEWAY � 7 I I N m( < 2/12 Q _ D o 2/12 J � I w 2/12 J ? 1 2/12 0 z J 0 I 5 _ it 0 z J U 1 REMARKS -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 102 JANITORS CLOSET 2 3 10/11 110/11 10/11 10/11 5 103 ELECTRIC ROOM 7 5 2 2 2 I 2 I 5 104 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 105 EXIT PASSAGEWAY ~� 7 5 2/12 2/12 2/12/9 2/12 5 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 106 STAIR #1 7 T 5 2 2 2 �2� -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 107 I EXIT PASSAGEWAY 7 5 2/12 14 2/12 2/12 -5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 108 STAIR #2 7 5 2 14 2 2 1 5 1 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 109 VESTIBULE 8 4 13 13 6 6 1 ( CLG. HEIGHT VARIES - SEE SECTIONS 110 TOILET (WOMEN) 2 3 3 3 3 3 1 9'-0" 111 TOILET (MEN) 2 3 3 3 3 -� 3 i 1 9'-O" -- -- 112 NOT USED i 113 NOY USED 114 NOT USED _ 115 FAMILY ROOM 3 4 13 13 13 13 I 1 9'-0" 116 JANITORS CLOSET 2 3 10/11 10/11 10/11 10/11 5 117 EXIT PASSAGEWAY 7 1 5 1 14 2/12/5 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 118 EXIT PASSAGEWAY 7 5 2/12 2/12 1 2/12 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 119 EXIT PASSAGEWAY I 7 I 5 2/12 2/12 2/12 I 14 I 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 120 JANITORS CLOSET 2 1 3 10/11 10/11 10/1 110/11 5 121 EXIT PASSAGEWAY 7 5 2/12 14 2/12 I 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 122 ELEV. EQUIP. ROOM 7 5 2 2 2 2 I 5 123 I ELECTRIC ROOM 7 5 2 2 2 2 5 124 I STAIR #4 7 I 5 2/9 1 2/14 2 I 2/9 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 125 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 9 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 126 ELEV. EQUIP. ROOM - 7 7 5 2 2 2 2 5 ------ --- - - - ---- - - - - - -=- - -- - -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 127 STAIR #6 - ---- 5 - 2/14 2/9 ---- 2 - -- I 2/9 -- - 5 128 JANITORS CLOSET 2 3 10/1.1 10/11 1 10/11 110/11 5 129 EXIT PASSAGEWAY 7 i 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 130 ELEV. EQUIP. ROOM 7 5 2 2 2 2 5 131 EXIT PASSAGEWAY 7 I 5 2/12 2/12 2/12 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 132 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 I 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 133 ELECTRIC ROOM 7 5 2 2 2 2 5 134 EXIT PASSAGEWAY 7 5 2/12 14 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 135 STAIR #8 7 5 2 2 2 2 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 136 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 137 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 138 EXIT PASSAGEWAY 7 5 14 2/12 9 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS EXIT PASSAGEWAY 7 5 12/12/9- 2/12 9 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 140 F139 ELEV. EQUIP. ROOM 7 5 2 2 2 2 5 141 STAIR #7 7 5 2 2 2 2 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 142 JANITORS CLOSET 2 3 10/11 10/11 10/11 10/11 5 143 EXIT PASSAGEWAY 7 5 I 9 2/12 9/14 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 144 STAIRS #5 7 I 5 2 2 2. 2 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 145 EXIT PASSAGEWAY 7 I 5 2/12 2/12 2/12/14 I 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 146 STAIR #3 7 -�5 -� 2 2 2 T- 2 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 147 ELEV. EQUIP. ROOM 7 5 2 2 2 2 5 148 EXIT PASSAGEWAY 7 ( 5 14 2/12 2/12 2/12 1 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS, 149 ELECTRIC ROOM 7 1 5 1 2 2 2 i 2 1 I 5 201 EXIT PASSAGEWAY 7 5 2/12 2/12 I 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 202 ELECTRIC ROOM 7 5 2 2 2 2 5 - 203 EXIT PASSAGEWAY 7 ( 5 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS'AT ALL OUTSIDE CORNERS 204 EXIT PASSAGEWAY 7 5 2/12 I 2/12 2/12 I 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL. OUTSIDE CORNERS 205 JANITORS CLOSET 2 3 10/11 10/11 10/11 10/11 5 -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 206 SPRINKLER ROOM 7 5 2 2 2 2 5 207 EXIT PASSAGEWAY 7 5 2/12 14 1 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 208 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 209 EXIT PASSAGEWAY 7 5 14 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 210 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 211 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 14 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 212 JANITORS CLOSET 2 3 10/11 10/11 '10/1 1I 10/11 5 -PROVIDE WATERPROOFING BENEATH TILE FLOOR AND BASE 213 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 214 EXIT PASSAGEWAY I 7 5 2/12 14 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 215 SPRINKLER ROOM 7 5 2 2 I 2 2 5 216 ELECTRIC ROOM 7 5 2 2 2 2 5 217 EXIT PASSAGEWAY 7 5 2/12 2/1.2 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 218 EXIT PASSAGEWAY I 7 5 2/12 2/12 2/12 I 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 219 EXIT PASSAGEWAY 7 5 2/12 2/12 2/12 2/12 5 -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 220 PUBLIC CORRIDOR 3 4 13 13 13 13 1 10'-0' -PROVIDE METAL CORNER GUARDS AT ALL OUTSIDE CORNERS 221 STORAGE 4 1 1 -�- 1 1 1 1 3 9'-0" 222 SECURITY DIRECTOR 4 1 ::8-:[ 1 1 i 3 9'-0" 223 OPERATIONS DIRECTOR 4 1 1 8 1 1 3 9'-0" 224 OFFICE ADMINISTRATION 4 1 8 1 1 1 3 9'-0" 225 FILE / WORK ROOM 4 1 1 1 I 1 1 11 3 9'-0" 226 SEC'Y/RECEPTION 4 1 8 1 1 1 3 9'-0" 227 CLOSET 1 4 1 1 I 1 1 1 3 9'-0" 228 WAITING AREA 4 1 I 7 1 7 I 7 1 7 1 3 9'-0" 229 MARKETING SECRETARY 4 1 1 8 1 1 3 9'-0" 230 (ASST. MARKETING DIRECTOR 4 1 1 - 7 1 1 1 3 9'-0" I , . NOTES: 1. MASONITE WAINSCOT TO BE PAINTED AT PUBLIC CORRIDOR 245. 2, REFER TO FINISH SCHEDULE(FINISH TYPE 2B) ON SHEET AO.2 FOR METAL CORNER GUARDS. 3. PROVIDE MOP RACK AT ALL JANITOR'S CLOSETS - SEE TYPICAL JANITOR CLOSET LAYOUT, REFER TO A8.2/18 I 1) U7 v) z x 0 U z 0 !n W 4) 0 V LJ1.I_ 7 Q J Imo" r F t SHEET: .1 I A4.1 j JOB NO.:. I. 9303 DATE: ` 3/21 /9 4 19 0 0 -. . . - - - _:.._ _ _ .. rn z II r :_ II , :.,• 3 �/8 MT_, STUDS -BRACE A_--)_..I1 _ - - ---- -- - n C = PENING 1N YP..BD.' AND SHAFT . r . I .: __I ,_A,-�_-_N)JI F.r�I�LI;-=--_-==_---:-.:_: -- f--,r z7I-I --U -=--=----=-__---* I , ;: kz_�-7,I �-�--, / I I >- . , -�. .. _ _:: _ @ 4 0 O.C. TO.MTL. D CK METAL DECK MTL. H STUDS -]�I-z -I Ial P_._,W\_#_, ) I o -1,)n....... ['V . E '". _, - _ , rt y_,-:;:, - ABOVE OR TO ADJACENT `EXTERIOR' @24 O.C. 'N/ BRIDGING R RETURN AIR REFER TO J _0"'' WALL STUDS PER STUD MFG. MECHANICAL DRAWINGS FOR CEILING I II .r -. - I . � � . CONT. BOND BM.. 1O'-0" A.F.F. CONT. BOND BM. W/2 #4 5 LOCATIONS AND SIZES (WHERE SCHEDULED) f/ W/ 2 # W S . I � v° HORIZ. REINF. @ 16" O.C. ,'„ i _ 0 0 A.F.F. C.M.U.,TO 10. 0 A.F.F. rI.V.A.C. SHAFT �: _4_.T -- 4 .5/8 + EXIT PASSAGEWAY HORIZ. REINF. , . , 16" O.C. CEILING HT: VARIES - �-- SUSP NDE 1" FIRE 48" HIGH X 1/4" FIRE RATED . C Y MA N 4 5/g E D CYP. BD. LG. CODE G P. �. SO TE WAINSCOT . REFL E LG, PLANS @ 9'-O" A.F.F. SHAFT LINER RE: ECT D CE\ 8 5/8' U.L. DESIGN N0. U469 I 4" C.M.U. 5/8" FIRE CODE GYP. BD. CERAMIC TILE ON 3 5/8 MTL.STUDS > U _. DESIGN N0. U469 != -PARGE COAT 424" O.C. CERAMIC TILE ON DESI N 4 _'` . U.L. GN 0. U 69 CONCRETE PARGE COAT CERAMIC TILE ON PARGE COAT CONC_ SLAB ON MTL. DECK FLOOR SLAB CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB TOILET - THICKENED SLAB -_ . THICKENED SLAB . P t f CONCRETE FLOOR SLAB . LLLJJJ ARTITIO N TYP E. N SCALE 3/4 - 1 -0 (4 C.M U. TO..6 0 A.F.F:) - I o PARTITION TYPE SCALE J/fl = 1 -Q "M511 8 C.M.U.TO 10 -0 A.r-F. ( ) PARTITION SCALE: 3/4"=1'-0" TYPE "L2'tl -U.L. No. (H.v.A.c. SHAFT 469 PARTITION) PARTITION TYPE fiP/tl_U.L. NO. U465 E. 11_ , " SCAL. 3 4 -1 -0 . A4.1/4 4. /14 FIRESTOP METAL DECK FIRESTOP 1 � - I . I . . � . - . . � . - I / . t ___.7 ` wa I METAL DECK 4" MTL. C-H STUDS 4" MTL . C-H STUDS @24" O.C. IN/ BRIDGING > 024" O.C. IN BRIDGING 3 5/8" METAL STUDS SOUND BATT PER STUD MFG. PER STUD MFR. r 4 5/8" CONT.BOND BM. \ RACE @ -4'-O" O.C. ° ° . W/ 2 #4'S - 0 MTL. DECK ABOVE-2 COURSES TO BOND BM. OPENING IN GYP, BD. AND SHAFT A8.7/7 �. LINER FOR RETURN AIR -REFER TO CEILING HT. VARIES MECHANICAL DRAWINGS FOR „ H.V.A,C. SHAFT 1 FIRECODF_ GYP. RE: REFLECTED CLG.. PANS LOCATIONS AND SIZES i 0'=0" A.F.F. I�_1 __. _-7-"I__7.11/-1� . I - I I I CONT. BOND BM. W/2 . WS SHAFT LINER HORIZ. REINF. - 5/8" GYP. BD. U.L. DESIGN NO.U469 �J 16" 0 C SUSPENDED GYP:` BD. 10,_O I A.F.F. -) U L DESIGN NO 469 ETAL DECK NON -RATED CEILING . - (BY TENANT)- 5/8 FIRE CODE GYP. BD. -• U.L. DESIGN NO. U469 ( BY TENANT) ®� f TENANT CONCRETE - ON MTL. DECK 41 FIRESTOP-_ / F NOTE: CONTRACTOR TO COORDINATE INSTALLATION OF WALL WITH TENANT SLAB INSTALLATION ), PRIOR TO CONSTRUCTING /E\ PARTITION TYPE "2" -U.L. NO. U465 SCALE: 3/4"-1'-0" (TENANT DIMISING PARTITION @ UPPER LEVEL) A4.1/4 METAL DECK 3 5/8" MTL . STUDS @24" O.C. W/ BRIDGING PER STUD MANUFACTURER ONE HOUR U.L. RATED CEILING ASSEMBLY (BY TE 5/8" FIRE CODE GYP. BD U.L. DESIGN NO. U465 (BY TENANT) . �I . IETP ENANT TO PROVIDE AND INSTALL ONE HOUR FIRE DAMPER FOR RETURN AIR TO MALL HVAC !UNIT. SOUR FIRE DAMPER FOR RETURN AIR ' �(- C�EI�LING AT 9'-0 1 " FIRECODE GYP. `- (BY TENANT AT TENANT SPACE) If�_I I `- ' CONC. SLAB ON MTL. DECK TENANT SPACE �1/ I TENANT SPACE C 7/8 U D II r I III - HORIZ-REINF. @ 16 O.C. SHAFT LINER �24„ 0 I FIRESTOP MTL ST S } - 8" C.M.U. TO DECK U ESIGN NO U469 - 48'' HIGH x 1/4'' FIRE RATED F D C :,. MASONITE WAINSCOT @ EXIT I TENANT 4" C.M.U. TO 10'-0" A.F.F. -� - I PASSAGE'A/AY ONLY ELEVATOR r- - - J CERAMIC TILE ON ___ - - - - - - - - - - - - I I CONCRETE SLAB (BY TENANT) SUSPENDED GYP. BD: CEILING I I PARGE COAT 8 5 8" @ 9 0 A.F.F. I- 4 MTL. C-H STUDS 4 ONE HOUR U.L. RATED { _ 11 r T „ 4 1/8" @24" O.C. W BRIDGING 12 0 I CHASE r CERAMIC TILE ON PARGE COAT r E TYP. �� CEILING ASSEMBLY 4 1/8 A CONCRETE �'' CONC. SLAB ON MTL. DECK PESTUD MFR. I r - - - - - - - - - - - - - - - - - - - - - - - - - - - , i VARIES FLOOR SLAB CONCRETE FLOOR SLAB (BY TENANT)_ �...�.....� _ - . . II I ->'II SEE CERAMIC TILE ON PARGE COAT _ --4-_----- I� I1��_. /.II- I I 4II _ --_I -:V,I . . rI I i.1 I �. - I 1I 1I � I - I 4I /I. . I- - - -:.I I��t.'.:�I .. ; / tz� . PLAN TOLLET TOILET '� o�.._��.- ---- --.\ CONCRETE_ - - - 9 FOUNDATION WALL - CONCRETE FLOOR CONCRETE 5 . SLAB (BY TENANT) SLAB B ( TENANT A9.1/13 THICKENED SLAB r THICKENED SLAB SIM. SUBSEQUENT TENANT SLAB CONST. I INITIAL TENANT SLAB CONSTRUCTION , - . . if ttl (� �/ ff tlt tJ PARTITION TIP N2 p ,/ it fi f� PARTITION T 1 P-E 4 p J.L. NO. U469 � _ y PARTITION T i P U.L. NO. U465 PARTITION TYPE L1 -U.L. NO. U469 D2 1 ARTITION TYPE SCALE 3/4" _ 11_©11 , „` , � 1. = 1'-Q" 4;r C. _ r 11_ 11 A4 C.M.U. CHASE HALL SCALE �/4 ( M.U. TO DECK) SCALE: 3/4"=1 -0" SCALE. 3/4 -1 -0 ELEVATOR/TENANT PARTITION E " (H.V.A.C. SHAFT PARTITION) ( ) SCAL_. 3/4 -1 -0 r (TENANT DEMISING PARTITION ,, . _ . A4.1/4 A4.1/4 @ LOWER LEVEL) FIRESTOP METAL DECK . FIRESTOP METAL DECK FIRESTOP I . __ � / . 3 5/8' MTL. STUDS - BRACE METAL DECK @ 4'-0" O.C. TO MTL: DECK METAL DECK STAIR STRINGER 4 MTL. C H STI I . 'LI I_ . 8� "- 'I , I . . I� II I II II � . I I I I� I� � I I . II UDS-- ABOVE OR TO ADJACENT EXTERIOR @24" O.C. W BRIDGING / WALL STUDS PER STUD MFR. 3 5/8 METAL STUDS . CONT. BOND "BM. W/2 4'S BRACE @ 4'-O" O.C. 10'-0'-' A.F.F.# . CONT. BOND BM. 14 GA. CONTINUOUS ANGLE VV/ 2 #4'S I TO MTL. DECK ABOVE i, 8.7/7 A . HORIZ. REINF. @ 16'' O.C. . . °° n n r r 5/8 F.C. GYP: BD. I 81 C.M.U. TO 10'-0" A.F.F. ,' 10'-O" A.F.F. 5/8 GYP. BD. IF E GY . U.L. DEIGN U442 - (BY TENANT, AT TENANT SPACES) r 3 5/8" MTL. STUDS SHAFT LINER HORIZ. R�INr. r � @24 O.C. W BRID U.L. DESIGN N0. U469 CEILING AS SCHEDULED • SUSPENDED GYP. BD. / GING @ 16 O.C. 3 5/8" MTL. STUDS ° CEILING AT 9`-0" SUSPENDED GYP. BD. CLG. PER STUD MFR. @24 O.C. ',,I I _- I -- r i� 9'-0" A.F.F. 3 5/8" MTL.STUDS - . I. 8 1/8 PORCELAIN OR CERAMIC 4" C.M.U. TO 10'-O" A.F.F.I8 � I ELEVATOR - . TILE, THIN -SET CERAMIC TILE ON PARGE COAT . TILE BACKER BOARD I I � II- _�\. _� � �_� .I. �. _, -��__,I ..__I�; I I I1, 11�-�iI -II=:iI :- I:-Z- -! ;�::l :: Y� � _--f-:----1:I_::I 1, _--II � �.- -. , I -- .1 I -I . -I -_ :I _.. , _�__ �/ _ . I _I TI,,II-_::---II ::`__�_-I�\,. :-;---e -�:z_:.-,,,L - -Iedw -I _. 6,_� ;1_s 4" MTL. C-H STUDS U.L. DESIGN U442 5/8 4 1/4" 924" O.C. W BRIDGING CERAMIC TILE ON PARGE COAT 5 q/4f1 CONCRETE PER STUD MFR. - . FLOOR SLAB CONCRETE FLOOR SIB 1zZII . I .. I �-I -I-� - 5'' EXIT PASSAGEWAY, STAIR . JANITOR CLOSET, ELECT. ROOM, METAL DECK ELEVATOR EQUIP. ROOM, - 5/8" FIRE CODE GYP. BD, U.L. DESIGN NO. U465 I --5/8 FIRE CODE GYP. BD. U.L. DESIGN NO. U469 ( 48" HIGH X 1/4" FIRE RATED _MASONITE_ WAINSCOT @ EXIT I _PASSAGEWAY ONLY. I CONC. SLAB ON MTL. DECK FIRESTOP EXIT PASSAGEWAY, STAIR JANITO R CLOSET ELECT ECT .ROOM, ELEVATOR EQUIP. ROOM, 48" HIGH X 1/4'' FIRE RATED MASONITE WAINSCOT @ EXIT PASSAGEWAY ONLY __ _ .. . TO I LET - ::, - / TOILET II r� . I . ___J__ ' . ®. , CONCRETE .. .. .: - - FLOOR SLAB & CONCRETE FLOOR: SLAB • - I. - THICKENED SLAB _. THICKENED SLAB CONCRETE FLOOR SLAB .\ FOUNDATION WALL .,. . .. SCALE: 3 411T ,TQi, TYPE P3 ARTITION 1, L SCALE 3/4 - 1 �► - tlt TYPE N1 11 -0 4 C.M.U. TO 10 -o' ( ) PARTITION " � TYPE �� ,f 7tt M3 „ '_ ,1 PARTITION F f► ,► TYP I 7 . PARTITION TYP E ft -PARTITION U.L. NO. U469 D 1 .I1 _I / , = SCAL_ 3/4 1 - 0 a ( C.M.U. TO 10 0 A:F.F.) SCALE: 3/4"=1 -0" . (STAIR CLOSURE PARTITION} 11 , . SCALE: 3/4 =1 -O" ELEVATOR PARTITION ( ) µ � �. � � A4.1 /4 ,,.,1I�R�I2. .=Iy-I - A4.1/4 SIM. A4,1/4 . SIM. - - , ��11 METAL DECr< F III . METAL DECK FIRESTOP , _\)f METAL DECK ; ., � IN I,\I'i1;:II 1�I ` -1 )-% -\ y l.. I" -Pr...II P. P ' - �II EXTEND FURRING CHANNEL I > TO METAL DECK - 4 METAL DECK EXTEND FURRING CHANNEL TO METAL DECK I, \ METAL DECK PROVIDE G rP. BD. TO DECK AND SOUND BATTS @ MALL 3 5 8" MTL. STUDS / @24" O.C. W/ BRIDGING I NON -RATED CEILING (BY TENANT) I�. - AT TENANT SPACES , I AT TENANT SPACES \ MGR., CONFERENCE, AND PER STUD MFR. - - -"`- - - - - - - - - - -I- -. -I-I FIRE SATING \ SOUND BATT r -\ TOILET WHERE SHOWN ON A8.2/1 I- :: ` - �' ° . 4� 2 COURSES TO BOND BM. 2 COURSES MAX. FROM I A8.9/1 1 TENANT ', . I� = 7I r --�� BOND BEAM TO DECK FIRESTOP PII i � I CEILING HT. VARIES CEILING HT. VARIES' CEILING. HT: -VARIES i CONT. BOND BM. W/2 #4 S ! :. � I ./ RE: REFLECTED CLG, PLA NS, RE: REFLECTED CLG. PLANS \ F RE. REFI_-CTED CLG. PLANS REINF: @ 16 O.C. SUSPENDED ACOUSTICAL CEILING 5/8 ' G (P. BD. � .II 1,� rIORIZ. � - MTL. BRACE 3 5/8" MTL. STUDS 3 5/8 MTL. STUDS CEILING AS SCHEDULED r CEILING AS SCHEDULED r r 10'-0" r,.r.r. A_ r CONT. BOND BM. W/2 #4 1 „ 10 -0 A.F.F. /;A, a r\ E�CPANSION BOLT C_ @24" O.C. @24 O.C. ,_ II ,-.� ".o--, , I C.M.U. I CONC. SLAB ON MTI_. DECK 3 5/8" MTL: STUDS _=1--] -HORIZ. REINF. @ 16" O.C. SUSPENDED GYP. BD. MANAGEMENT OFFICE MANAGEMENT OFFICE @24" O.C. .I � 8" C.M.U: TO DECK ° -- ° 8" C.M.U. TO DECK ° ° _ 0" CEII ING AT 9'- F A.F.F• STAIR I IIL TENANT : - U.L. DESIGN U905 1 �� -( PORCELAIN OR PORCELAIN OR 2_ 91-�I 1-1 1� I" 1 7F_-, --� -- - --------- CERAMIC TILE, THIN -SETS. -- CERAMIC TILE, THIN -SET 11 5/8" GYP. BD, ON -1 5/8" GYP..BD. ON - -,I-IIw. CERAMIC TILE ON I - I� _ 7/8" FURRING CHANNELS' 7/8" FURRING CHANNELS PARGE COAT ! r 5/8 FIRE CODE GYP. BD. I ,_ r 1, ONE HOUR U.L, RATED TILE BACKER BOARD - . TILE BACKER BOARD AT 24" O.C. TO 6" ABOVE AT 24" O.C. TO 6'' ABOVE 4 1/8 I 4 1/4 1 . 0 r CEILING ASSEMBLY :. ",t�I, CEILING (GYP. BD: BY _- -�` CERAMIC TILE ON PARGE_ COAT CEILING (GYP. BD. BY , 4 7/8 U.L. DESIGN NO. U465 \�, TYP. (BY TENANT) II�'II �IIIIt�,:'II, 5 3/8"- TENANT @TENANT SPACE > CONCRETE FLOUR SLABS TENANT TENANT SPACE CHASE VARIES CONCRETE I . _ I./ - FLOOR SLAB \ I CONCRETE . . L . 9 1/� ,, SEE PLAN TOILET LOOR SLAB BY TENANT .,: . .1 .�. fRF?-I- ,I -�\l _- _ -- - --I _I _V _I __....j�=_:� � . . I_ � I '3�/hl� l . I I . !"::;Ii-lli-'i'll'' .. , I-, - - > :, -.. II CONCRETE FLOOR SLAB .I� . ,�Ii-�I�!�I�;II::I�i:!:I _1I� \IIs, � II /�\/ F---- THICKENED SLAB \ . �'I THICKENED SLAB CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB BY G.C. A9.1/13 SIM. r. �II-. .:... �(PARTITI N � TYPE ►t.P�tl► P RTITI N -U.L. NO.,. U905 TYPE ►'IvI7 , PARTITION TYPE tf t f - M2 � PARTI 1011 tt t► TYPE J PARTITION TYPE t► sf -U.L. N0. U465 02 ..1� ��_ ,- SCAL E: 3/4 -1 O �� l I,1� . SCALE 3/4 - 1 O 8 C.M.U. TO DECK (� - ,_ �� ( ) O 11 = . -SCA LE 3/4 1 _ 11 0 CHASE NA ( LL "= >_ �� _ SCALE. 3/4 1 0 MANAGEMENT OFFICE PARTITION ( ) r• "= �� SCALE. 3/4 -1 -0 (STAIR/TENANT PARTITION) . , . . I A4.1 /4 A4.1 /4 A4.1/4 .. SIM METAL DECK . r 8 T 5/8'' FIRE CODE GYP. BD. U.L. DESIGN NO.U465 I CONCRETE ON METAL DECK PARTITION TYPE -"A2" -U.L. NO.U465 SCALE: 3/4"=1'-0" (EXIT PASSAGEWAY�iENANT A4.1/4 PARTITION @ UPPER LEVEL) METAL DECK 1 5/8" FIRE CODE GYP. BD. U.L. DESIGN NO.U465 (BY TENANT) -i --------------{ I ONE HOUR U.L. RATED RATED I CEILING ASSEMBLY (BY TENANT) 4 1 /4"--j TENANT SPACE I _____ ,I,,_ _ _. --- 5/8" FIRE CODE GYP. BD. U.L. DESIGN NO.U465 3 5/8 MTL. STUDS @24" O.C. W/BRIDGING PER STUD MFR. EXIT PASSAGEWAY, JANITOR CLOSET, ELEVATOR EQUIP. ROOM, SPRINKLER ROOM, ELECT. ROOM 1'-0" T(P. REFER -- TO FLOOR PLANS FOR SPECIFIC LOCATIONS/DIM'S. 48" NIGH X 1/4" FIRE RATED MASONITE WAINSCOT @ EXIT PASSAGEWAY ONLY CONCRETE SLAB LI ITS OF TENANT INSTALLED II_IMITS OF G.C. INSTALLED FLOOR SLAB CONST. FL60R SLAB CONST. RE: FLOOR PLANS PARTITION TYPE "Al " -U.L. NO. U465 SCALE: 3/4"=1'-0" (EXIT PASSAGEWAY/TENANT PARTITION @ LOWER LEVEL) �_ U) 0 :. 0 z x F- �- D 0 (f) z ' . I I - 0 (/� 1*) W 0) d 3 (n . L_ � I'll0 Z. , z - . J a- o DOOR MATERIAL FRAME MATERIAL- DETAILS GLAZING FEATURES � O O o O O n w o W o o C) _t vi V) W O J o _ � O o a Z Z i N J.z O n J m.Q=�� O o a z � o w - OO Z. w .00 0 w poUW O J O O LkJw W o LLJ 2 O = w C) z ]2� w W _j _ w O Z Z Ld O ALL DOOR DETAILS ARE SHOWN ON SHEET A4.4 U.N.O. I- V) U c W Z) a _ � LL_ a (n 0< I w w CD Ns Q 0 CD w < Z _ g_I O I x 0 W a a , � Q xx O Q X r(C)w d7 J� 'w o sJ o p- nelf � W w O w > U a EL z O O U I� � Q :5,- �o jQ OU w O� z woW� vO n U - 0 a w = -5; a -� J J V) Wry N 1 2 3 4 5 6 7 8 9 10 11112 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 202A B 6-0" 7-0" � 2 ; 2 A4.4/1 A4.4/1 A4.4/1 - 10 202E B 6'-O" 7'-0" 0 2 2 1 I 1 - 1 p � 203A C 6'-0" 7'-0" 0 2 12 1 1 23 8, 204A B 6'-O" 7'-0'" 0 6 2 4 3 3 2 2 --I- 2046 •B 6'.-0" 1 71_0,; � 6 2 4 3 3 2 2 204C B 6'-0" 7'-0" 6 2 4 3 3 2 2 205A B 3'_8,1. 7'-0" 2' 2 1 1 1 - 24 12 206A 8. 3'-0" 7'-0"" 0 2; 2 1 1 1 _ 15 207A C 6'-0" 7'-0'' ® 2 - 2 23 $ 210A C 6'-0" 7'-0" 2 2 1 1 _ 1 _ 23 8 211A C 6 -0 7'- 0 0 2' 1 1 1 - 2 3 8 212A 8 3'-8" 7'--011 0 2 2 94 12 213A _c 6'-0" 7'-0" 0 2 2 1 1 1 - 23 8 214A B 6'-0" 7'.-0" 6 2 4 3 3 2 2 214B B- 6'-p"" 71_01" 6 2 . 4 3 3 2 3 - 214C Ei . 3'-0"' T-0" 6 2 4 3 3 2. 4 215A B 3'-0".17'-0" ® 2 2 1 1 1 - 15 - 2.16A B 3 -0 ' 7"-0"- 0 2 2 1 1 1 -• 1 1 216B B 3'-0" 7'-O"" 0 2 2 217A B -6'-0'" 7'._011 6 2 4 3 3 2 2 219A C 6'-0" 7'-0" 2 5 5 5 - 23 8 221 A B 3'-0". 7'-0" 0 3 2 19 222A B 3'-0" 7'-0" 4 3 2 19 223A -13 .3'-p" 7'-0" ® 3 2 19 224A B -3'-0" 7'-0" 0 3 2 1 1 1 19 225A B . 3`-O�" 7'-0" ;� 3 2 1 1 1 - 19 226A - 4'-,0" 7'_O"" 7. 6 Sim.. 1 SIM. 1 SIM. 1 227A B 2,'-8" 7'-0" ® 3 2, 1 1 - 21 228A q 3'-0": 7'-0" `® 1 1 15 15 15 14 16 YES 1 228B 8: 3'-0" '7'-0" +� 3 2 1 1 1 - 19 229A - 5'-0" 7", Oki' 7 6 SIM. 1 SIM. 1 SIM. •1 - 230A B 3'_0""' 7,-O""o 3 2 231 A 232A 234A = g13'-0" B • 4'=O"" 3'-0" 7'_0"" 17' 7'-0" -0 I I 3 3 7 2 2 6 SIM. 1 1 SIM. 1 1 Sim. 1- 1 -• YES 20 19 - 235A 236A B :B 3'-0"_ 3,_p," 7'-0" 7'-p"; # 3 3 2 237A B 3'=0"" 7'-0"" 0 3 2 237B B 3'-0" 7'-0" 3 2 5 5 5 - YE 19 238A C 3'-0" 7'-0" - 2 1 l 1 _ YE 18 239A B 3'-0" 7'-0" 2 24 12 240A „B 2'-6" 7'-0" i 3 2 5 24 23 24-1 A 8 3'-:0"" 7'-O" 0 3 2 17 242A B 3'-8" 7'-0" 3 2 12 12 12 - - 16` 243A g 3'-8" 7 -p +� 3 2 12 12 12 - .16. 244A A 6'_0"" 7'-0" 1 REFER TO A7.2 & A7.5 FOR CURTAINWALL & STOREFRONT DETAILS 1 244B A 6'-0":7'-0" 244C A 6'-0" 7'-0" 1 1 1 244D A 6'-0'` 7'-0" 244E A 6'_0" 7'-O"". ® 1 1 244E . A 6'_O', 7'-0" �. 1 1 1 2440 A 6'-O" 7'-0", 1 1 244H A 6'-0" 7'-0" 1 11 1 244J B 3'-O" 7'-0" 6 2 4 3 3 2 I 4 244K B 3'-0" 7'-0" 0 6 2 4 3 3 2 4 - -- 246A` B° 3'-p",; 7'-0" 0 2 2 1 1 1 - YES 22 247A ' g 3'_0"" 7'-0'' 2 2 1 1 1 - YES 19 248A , B: 3'-g" 7" Oil 0 2 2 18 248B B' 3'_0" 7'-0" i 6 2 4 3 3 2 5 248C. D_ 8'-0" 0.'-01, ® 5 14 8 7 7 6 7 249A C." 6'-0" 7'-0" 2 2 1 1 1 - 23 8 251 A B 6'-0'.' 7'-0'1 6 2 4 3 3 2 2 251 B B -. 3'_0�" 7'_0"" 6 2 4 3 3 2 4 252A' g-..; 3'-8"� 7'-O"" 0 2 2 1 1 1 - 2 12 253A E3 �6'=0" 7'-0'' i 6 FT_ 2 r 4 3 3 2 2 253E 8 6'-0"" 7'-0'' 6 2 4 3 I 3 2 3 255A B 3'-0" 7'-O" i j 2 2 15 256A B 3'-0". 7'-0" ® 2 _ . 2 256B 8 3'-0" 7'-0" 0 2 2 257A B 3'-8" 7'-0" 0 2 2 1 24 12 258A C 6'-0"" 7'-0" 9 2 1 1 1_ - 23 8 259A- C 6'-0"' 7'-0' 2 2 93 8 261 A B�- 3'-8" 7'-0" 0 2 2 1 1 1 - 24 12 263A C 6'-0" 7'-0" � 2 2 - 1 1 1 - 23 8 264A B 6'-0" 7'-0" ® 6 2 4 3 3 9 2 265A B 3'-0" 7'_0" 6 2 4 3 3 6 66 B 3'-0" 7'-0" 0 6 2 4 3 3 2 5 266C B 3'-0" 7'-O" i 2 r , 4 3 2 4 266D,. B 3'-0" 7'-0" 0 6 2 4 3 3 2 I - 4" , 266E B 3'-0" 7'.-0" 0 6 2 4 3 3 2 4 267A A. 6'-0" 7'-0" 1 1 REFER TO A7.3 & A7.5 FOR CURTAINWALL & STOREFRONT DETAILS 1 _. 267B. A 6'-0' 7'-0", 1 1 1 267C; A 6'-0" 7'-O'' 1 1 1 267D A 6'--0" 7'-0" 1 1 267E A 6'- 0-' 7'--0" � 1 1 1 267E A 6".'-0" 7'-0t I 267G 8 3'=0'' 7°-0" 6 2 4 3 3' 2 4 268A • 8 6'-0" 7' Oil 6 2 4 3 3 2 2 2688 B 6'-0" 7'-'0"" 6 2 4 3 3 2 2 268C C 6'-0" 7'-0" 0 2 2 1 1 1 - 23 8 269A C 6'-0" 7'-0" 0 2 2 270A B 3'-0" 7'-0" 2 I 2 1 1 1 - YES 20 0 DOOR MATERIAL FRAME MATERIAL DETAILS GLAZING FEATURES., W m Z O O w m O O �' C� Z z w = O C� W C7 Z Z W cL- `� O a W U z `n W J O OJ c7 IL, O 0 w J m o o o N L o o w x O 0 W J m o V) g 0 Q cG z 5 -j a? o Q ? V) z O J O J. O w c) 0 co I D O O w O O 0 = I 0 O O ` �Jo W O J Z O f- O w !n o W g G O J J O = Z O Z � D Z � _j a w 2 O J -j O T J W Lu I (n � z a U J w W t- (n 0 O O Z Z w � w � O � J O = ALL DOOR DETAILS ARE SHOWN ON SHEET A4.4 UXO: H O F_ Z . a x '- 171 N U n w N u O � C� L'j a m a = � (5 w (a W � .¢ Z Q J C� Q J C� W 0- D am- — J w: z a 2 Z O 5; n n �_ � N X O W = z 00 t1 (n T Q w X - W i- a. Y U v x m ILI X n W t- Y U J Q (n LLJ W Y O v) r. W Q OfC)! Li Z O -j mLu Q C[l W O U w O W n U Q a w O Q E O U C O S . J a 0 Z p O O' s w _ tz Q � U C� z S' cn 2 U 2 O w I— Q U 0 a �� = m a -' m a � � � H _ 0 J n � 1 2 3 4 5 6 7 8 9 110111 12 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7- 8 9 10 1 1 12 13 14 101 A B 6' - 0" 7' - 0" ® 6 2 A4.4/4 A4.4/3 A4.4/3 A4.4/2 2 101 B C 6'-O" 7'-0" 2 2 1 1 1 - 23 8 102A 8 3'-8" 7'-0" 0 2 2 1 1 1 - 24 12 - - 3 A B 3' - 0" 7' - I 2 _r 2 101 1 1 - 1 1 04A C 6' -0" 7'-0" 2 - -- - 1 -- - 23 8 105A B 6'-0" 7'-0" 6 2 4 3 3 2 2 107A C 6'-0" 7'-0" 2 2 1 1 l - 236 8 108A B 6'-0" 7'-0" 6 2 4 3 3 2 3 108B B 3'=0" 7'-0" 0 6 2 4 3 3 2: --- - 4 - 109A A 6'-0" 7'-0" 1 1 REFER. TO A7.1 & A7.5 FOR CURTAINWALL & STOREFRONT DETAILS -\ 1 109B A 6'-0" 7'-0.. 1 1 1 109C A 6'-0" 7'-0"- 109D A 6'-0" 7'-0" 1 1 1 109E A 6'-0" 7'-0" 1 1 - 1 109F A 6'-0" 7'-0" 0 1 1 1 109G A 6'-0" 7'-0" 0 1 1 1 109H A 6'-O" 7'-0" 1091 E 11'-0''10'-0" 1 1 A7.6/12 A7.6/12 A7.6/12 A7.6/11 A7.5/18 1 110A B 3'-8"- 7'-.0" 0 3 2 13 13 13 - 16 1 1 1 A B 3'-8" 7'-0" 0 3 2 13 13 13 - 16 115A B 3'-0" 7'-0" 0 3 2 5 5 5 - 17 116A B 6'-0"' 7'-.0" 0 2 2 1 1 1 - 24 13 _ 117A B 6'-0' 7'-0" 6 2 4 3 3 2 2 118A C 6'-0' 7'-0" 2 2 I 1 1 1 _ 23 8 119A C 6'-0" 7'_p", 2 2 25 8 120A B 3'-8" 7'_p'" 0 2 2 1 1 1 - 24 12 .122A B 3'-0" 7'-0" 0 2 2 1 1 1 - 14 123A B 6'-0" 7'-0" 2 2 1 1 1. - 10 123E B_ 6'-0" T-0,, 0 2 1 1 1 _ 10 _ 126A B 3'-0" 7'-0" ® 2 2 1 1 I - .14: 128A B 3'-8"' 7>-0" 2 -- - - - 2 1 — 1 1 - 24 12 130A B - 3'-0" 7'-0" 0 2 — 2 1 1 1 - 14 - - - - - - 131 A C 6'_0"" 7'-0"" 2 2 23 8 132A C 6'-0" 7'-0" 0 2 2 1 1 1 - 2 8 133A B 6'-0" 7'-0" 0 2 2 1 1 1 - 10 133B B 6'-0'" 7'_O"" ! 2 2 1 1 1---- - 10 134A B 6'-0" 7'-0"" 0 6�4 3 3 2 2 134B B 6'-0" 7'-0" 0 6 2 4 3. 3 2 2 - 136A B 3'-0" 7'-0" 0 6 2 4 3 3 2 4 136B B 3'-0" 7'-0" � 6 2 4 3 3 2 4 136C B 3'-0" 7'-0" 0 6 2 4 3 3 2 4 136D 8 3'-0" 7'-0" 0 6 2 4 3 3 2 4 136E B 6'-0" 7'-0" 0 6 2 4 3 3 2 2 136E C 6'-0" 7'-.0" 9' 2 2 1 1 1 - 23 8 137A C 6'-0" 7'-0" 0 2 2 1 1 1 23 8 140A B 3'-0" 7'-0" 0 2 2 1 1 l - 14 142A B 3'-8"" 7'-0"" 0 2 2 1 1 1 -- 24 12 143A C 6'-0" 7'-0'' 0 2 2 1 1 -� -- _ 23 8 145A C 6'-0" 7'-0" � 2 2 1 1 1 - T 23 8 145B B 6'-0" T-0" i 6 2 4 3 3 2 2 145C B 6'-0" 7'-0" 6 2" 4 3 3 2 2 147A .13 3'-0" 7'-0" 0 I 2 _F 2 1 1 1 - 14 148A C 3'-8" 7'-0" 0 2. i I 2 5 5 5 - 23 9 149A B 6'-0" 7'-0" 0 2 2 1 1 1 - 10 149E B •6'-0" 7'-0," 0 2 2 1 1 1 - 10 TI Fr__�_j I I I I LL NOTES: (1) PROVIDE PULLS ON ONE SIDE OF DOOR AND KEYED CYLINDER ON BACK SIDE OF DOOR AT DOORS 11OA, 111A, 242A, AND 243A (2) DOORS SCHEDULED TO RECEIVE 4" X 24" WIRE GLASS VISION PANEL SHALL ONLY . HAVE GLASS IN THE 3'-8" OR 4'-0" WIDE DOOR LEAF. VISION PANELS SHALL NOT BE PROVIDED IN THE 2'-0" WIDE DOOR. A IL I E ELEPHANT DOOR ELEVATION r D OVERHEAD COILING 4" X 24" VISION PAS WHERE SCHEDULE[ HINGE SIDE OF DOOR c FLUSH B FLUSH DOOR TYPES NOT TO SCALE A ALUMINUM & •GLASS I I i I SHEET: A4 3 JOB NO.: 9303 DATE: 3 21 /94 f , - --- e _ r- 4 3/4EE 3 8� 4 3/4 4 7/8" OR REVISIONS: ' a' 3/8" 3/8 E, CJ N PORCELAIN TILE PORCELAIN TILE 1/2'.' TILE BACKER BD. _'� ri (FLUSH FACE OF TILE WITH I `. FLUSH FACE OF TILE WITH -.1 5/8 GYM: AC OR ' u -w w : '� � LEASE LINE -- - - I ( rr j ",: �•., ; I 1/2" TILE- BACKER BD. FACE OF STOREFRONT) I FACE OF STOREFRONT) I PORCELAIN I W/PORCELAIN TILE t ¢ ¢ w o u- TILE • � . ! ' j .- I RE: PARTITION TYPES ,. ,,� • 5/8" GYP. BD. 5/8" GYP. BD. ;I i TILE FINISH TERMINATES JAMB I 1 DOUBLE STUDS @ AT LEASE LINE; TYP. ON 3 5/8 MTL. STUDS ON 3 5/8 MTL. STUDS I { 3 5/8 METAL STUD FRAMING I� : I r I MTL. RUNNER i 4 7/ I/2" TILE BACKER BD. 1/2" -TILE BACKER BD. r SE N 3/8EE - ALANT j @HEAD \ 1 5/8 GYPSUM BOARD i ! , VINYL HOLLOW MTL. o _ I SEALANT I FLOOR FINISH BY TENANT I• `I� i `- VINYL CORNER DO E "i CORNER I OR. FRAME - CORNER J ( ••I WD. SHIMS/BLOCKING I WD.i SHIMS/BLOCKING PROTECTION @ �; _ PROTECTION ' ; HEAD &JAMBS N BUTT TILE TIGHT AGAINST JT. F - 28B • • ' i I I� DOOR _AS TILE FINISH AS SCHEDULED f POLISHED ALUMINUM > > >- SCHED. J ..� \ I r I SLIDING GLASS TRACK- _ W/ 1/4 CLEAR SAFETY SEALANT SEALANT ,' !! GLASS. SET FLUSH INTO w _ Q / I I 3/4" WOOD TRIM. ALUMINUM AND GLASS �` ALUMINUM AND GLASS �` U STOREFRONT `� STOREFRONT ¢ "CERAMIC TOOL"' - I + _ _ 6" FAMILY ROOM,00 ' PRE -MOLDED TILE EXPANSION JT. `j II/� t ALUMINUM AND CLAS ❑ `j ` `j o EXIT PASSAGEWAY, j MALL COMMONS AREA INSTALL PER MFR. RECOMMENDATIONS i� �'" DOOR q p 5 j8, i „ , o CONFERENCE ROOM, ji PUBLIC CORRIDIR 5/8 ( WAITING PUBLIC CORRIDOR /1 PUBLIC CORRIDOR 4 1/2 I WAITING I 220 1/2E ! 228 I JANITOR'S CLOSET 220 228 \ TILE TERMINATION AT LEASE LINE HEAD DETAIL ALUM. �C GLASS HEAD SIDELIGHT HEAD(JAMB SIM. H.M. HEAD / JAMB SIM. SCALE. 3 1 ' 0 (� SCALE: 3 1 --o LJ SCALE. 3 - 1'-0" Ll J SCALE. 3 1'-0" SCALE: 3 1'-0" , • rn --- o . DOOR FRAME BEYOND ALUMINUM AND GLASS ALUMINUM AND LASS VINYL ON MTL. LATH �! CEMENT PLASTER 5/8" GYP. BD. STOREFRONT STOREFRONT V \ I : �� c' DOOR AS SCHEDULED > I VINYL CORNER 1/2" EXTERIOR INSULATION ! -� CORNER PROTECTION SHEATHING 8" MTL. STUDS z I ' ALUMINUM AND GLASS PROTECTION tag ON CONT. MTL. DOOR ;IROOFING RUNNER �` 28B DAMP� JANITOR'S CLOSET I E XIT PASSAGEWAY ICORNER (EXTEND VERT. 8") MTL. ! , PUBLIC CORRIDOR WAITING PUBLIC CORRIDOR WAITING I I i 1 POLISHED ALUMINUM BEAD DOOR SWING DIRECTION SLIDING GLASS TRACK 220 !'; 22g 220 228 (� I SET FLUSH INTO 3/4" WD. TRIM MTL. PLASTER SCREED' _ t I ' I GLASS CLEAR SAFETY ' e 5/8" 5/8" • CONCRETE FLOOR AS SCHEDULED r- 4 1 /2 "� 4 1 /2" ,I i I�' �-- - 3/4" QTR. ROUND TRIM FLOOR FINISH AS SCHEDULED F OOR FINISH AS SCH D BUTT TILE TIGHT TO TRANSITION STRIP "CERAMIC TOOL" ALUM. TILE TRANSITION STRIP INSTALL PER MFR. 'RECOMMENDATIONS • a TRANSITION STRIP SCALE: 3"=1'-O" (AT JANITOR'S CLOSET) NOTE: THIS DETAIL OCCURS ONLY AT LOCATIONS WHERE TILE JOINTS. DO NOT ALIGN WITH SAW -CUT OR COLD JOINT OR WHERE CRACKS OCCUR IN FLOOR SLAB SETT NOTE ON FLOOR FINISH SHEETS. ! DOOR FRAME BEYOND f I I DOOR AS SCHEDULED I N.T.S. i N.T.S. l ff 1. OF JOINT I MALL COMMONS AREA I EXIT PASSAGEWAY PROVIDE CONTINUOUS TILE EXPANSION JT. (SEALANT JOINT) AS NEAR AS POSSIBLE TO ' SAW -CUT, CRACK, OR COLD JOINT IN SLAB. ( i DOOR SWING DIRECTION THROUGHLY CLEAN JOINT r I ENTIRE DEPTH OF ALL + I D� CR TE FLOOR AS SCHEDU_E .,ON E TILE FINISH AS SC FOULED � r � MATERIAL IAL PRIOR TO A E R t INSTALLATION OF SEALANT 77 "TILE FINISH AS SCHEDULED I BOND BREAKER TAPE i� ! SAW -CUT CRACK, OR GOLD JOINT f BUTT TILE TIGHT TO TRANSITION STRIP "CERAMIC TOOL" CONIC. SLAB ALUM. TILE TRANSITION STRIP CRACK ISOLATION CONTROL MEMBRANE CONTINUOUS AND INSTALL PER MFR. RECOMMENDATIONS CENTERED OVER CONTROLED CRACK, CRACK, OR COLD JOINT E.G.B. @ SAWCUT C.J. OR CRACK TRANSITION STRIP J SCALE: 3"=1'-0" SCALE: 3"=1'-0" (AT EXIT PASSAGEWAY) f E I 5/8" GYP. BD. ON 3 5/8" MTL. STUDS ANY AND ALL VERTICAL SURFACE :j MTL. RUNNER "CERAMIC TOOL" SEALANT--,, PRE -MOLDED TILE EXPANSION JT. �� SEALANT INSTALL PER MFR. RECOMMENDATIONS HOLLOW MTL. ' 'WINDOW FRAME---, ! BUTT TILE TIGHT TO TRANSITION STRIP 1 �' I• = N TILE FINISH AS SCHEDULED I + .I I 1/4" CLEAR SAFETY -GLASS - i N 1/2"X1/2E, GLASS STOP • - - 6" _ +10 Z CONC. SLABS _ II PREMOLDED TILE E.J. HEAD(JAMB & SILL SIM.) SCALE. 3 -1 •0 (AT VERTICAL SURFACE) SCALE: 3 -1 0 4'-0„ -10 N 1 1, SILL DETAIL SCALE: 3" = 1 ' -0" r-fln I �� JAMB DETAIL SCALE: 3" = 1'-0" E 0 N 4'-OBE FF 5/8" GYPSUM BOARD 3 5/8" METAL STUD FRAMING 5/8" GYPSUM BOARD 3 5/8'' METAL STUD FRAMING 3/4" RADIUS POLISHED ALUMINUM SLIDING GLASS TRACK SET FLUSH INTO WD. TRIM W/ 1/4" CLEAR SAFETY GLASS 1/4" CLEAR SAFETY CLASS LOCK 3/4" - QTR. ROUND TRIM BASE AS SCHED. FINISH FLOOR LINE qE�) PASS--THRU. @ WAITING 228 SCALE: 1/2" = 1'-0" o u� d- v v 6'-0" 3/4 1 3/4 / N "CERAMIC TOOL" NOTE: SAW CUTS &COLD JOINTS `) H.M. FRAME A4.4/10 SIM., �1 A4.4/15 SIM. PRE -MOLDED TILE EXPANSION JT. TO ALIGN W/ TILE EXPANSION j I PAINTED N j INSTALL PER MFR. RECOMMENDATION JOINTS SEE NOTE N0. 12 ON FLOOR FINISH SHEETS. _I A4.4/22 S V. ,I TILE FINISH AS SCHEDULED/ �� 1/4" CLEAR ' SAFETY GLASS r II I " 1 � r BUTT TILE TIGHT AGAINST JOINT —__ CONC. SLAB- --. SAW CUT OR COLD JOINT 4c no PREMOLDED TILE E.J. SCALE. 3 1 0 e ! co Q BASE AS SCHED. FINISH FLOOR LINE ALUM. & GLASS STOREFRONT IL CLEAR SAFETY GLASS 41< Q STOREFRONT @ OFFICE ADM. 224 STOREFRONT ELEVATION SCALE: 1/2" = V-0" O SCALE: 3/8" = 1'-0" FLOOR FINISH AS SCHED. PREMOLDED I SEALANT PREMOLDED TILE EXPANSION JT. FLASHING TILE EXPANSION JT. I RE. A4.4/27 (EXTEND VERTICALLY PORCELAIN TILEr I I - - BEHIND PLASTER) j FIRE TREATED WD BLOCKING RAIN DRIP PORCELAIN TILE 1/4" SHIM CONC. SLAB DOOR AS SCHED.' — 16 1 HOLLOW METAL DOOR FRAME CONIC. SLAB a ALUM. & GLASS SILL o SIDELIGHT SILL a HEAD DETAIL " = C� SCALE: 3" = 1'-0" �_r' SCALE: 1 1/2" = 1'-0" SCALE: •3 1 0 9 1/2" 9 1/2 I 3 5/8" 2 3/8" �1/2" �I - - J - SIDE , MTL. PLASTER SEALANT FLASHING !r _ N (EXTEND VERTICALLY _ � - - = - - - - 8" C.M.U. LINTEL BEHIND PLASTER)\\\ "i, BEAM @HEAD cv I POL. CHROME 1/8" TYP. \ (2) #5 \� SEALANT CORNER TRIM RE: A4.7/24 , ( J SWING CLEAR HOLLOW METAL FIRE TREATED- HINGES o Lij TCOILING DOOR FRAME _ OVERHEAD DOOR WOOD BLOCKING Ef- HOLLOW MTL. 1 6EE i v DOOR FRAME ;� GUIDE AND HOOD PORCELAIN - 3/16 GALV. STEEL r r FIRE TREATED TILE ON 1/2" ' c� DOOR AS BENT PLATE o A/EATHERScAL BLOCKING TILE BACKER BD. I 0 SCHED. o FIRE TREATED 2X FL00 TYPE I A FLOOR TYPE 4A & AB WOOD BLOCKING SEALANT - w ) I 8" 5/8" DOOR AS SCHE @ T LgOR @ FLOOR MALL COMMONS AREA I j TOILET I 3/8 1/2" H.M. JAMB / DEAD SIM. OVERHEAD DOOR DEAD JAMB DETAIL SCALE. Y= 1'-0" J SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" T i 8 5/8' , 9 1/2" PORCELAIN r --- — r TILE ON PARGE CERAMIC TILE ON I PARGE COAT 3/8" CEMENT PLASTER r 1 5/8" GYP. BD. COAT °° n' ON MTL. LATH ON 8" MTL. STUDS HOLLOW METAL DOOR FRAME LINTEL BEAM JAMB ANCHORS INSULATION @ HEAD °� �:aa PER JAMB (2) #5 a a� �� °Q, °J FLUSH FACE OF 1/2 EXT. DOOR AS SCHED. — — -� �', DOOR FRAME WITH SHEATHING LOCATION OF WALL FACE OF PORCELAIN TILE ----- CERAMIC TILE ON CEMENT PLASTER ON MTL. LATH' 5/8" GYP. BD. PARGE COAT 1 \\ ON 8" MTL. STUDS CEMENT PLAST 1/2" 3 JAMB ANCHORS 1/2" EXT. ON MTL. LATH PER JAMB SHEATHING BOXED HEADER 1/2 EXTERIOR FLUSH FACE OF INSULATION SHEATHING DOOR FRAME WITH DAMPPROOFING - METAL RUNNER FACE OF TILE_ _ (EXTEND VERT. 8") 'p �_ LOCATION OF MTL. PLASTER SCREE WALL AT HINGE GYP. BD. ATION TL. STUDS ONT. MTL. IEr_ R CORNER 3LE STUDS AMBS ANT 0 z x d ' V) z 0 .. U {# 3 3� O , L o 0 W z z AT HINGE SIDE I E 1 _ - 1/2" DIA. SMOOTH I i SWING 00 _ SEALANT ~ �� ` DOUBLE STUDS BAR 24"L. @ 16" O.C. MAX. CLEAR r BULLNOSE N � AT JAMB AT DOORWAYS HINGES ,w � FILLER WITH DOOR AS SEALANT -� - SCHED. > • BACKER ROD co a AND SEALANLi 1 /8" TYP. _ HOLLOW MTL. I ' o COILING OVERHEAD DOOR FRAME i n 3/16" GALV. STEEL v CONC. SLAB STEEL DOOR MALL COMMONS AREA TOILET a LLI BENT PLATE I AND GUIDE 6" O FIRE TREATED 2X r o I WOOD BLOCKING J b 8" 5/8EE w FLOOR TYPE 3A ' FLOOR TYPE 4A & 4B @ FLOOR @ FLOOR 3/8" 1/2" ' METAL THRESHOLD HEAD EAD SIM. OVERHEAD DOOR JAMB SILL DETAIL SET IN SEALANT H.M. JAMB / �% _ SCALE: 3 1 0 L( SCALE: '1 1/2„ - 1 -0 SCALE: 3" =1'-O" 7 5/8" , 1/2 I 1/2" PORCELAIN - — -- ' PORCELAIN TILE STEEL PLATE JAMB BEYOND-- ! TILE ON PARGE °° ;;9� ON PARGE COAT ( 5/8" GYP. BD. ON ff 3 5/8" MTL. STUDS, SEE COAT - ° 0.� COILING DOOR i SEE PARTITION TYPES „�a°Qo•a�� 3 JAMB ANCHORS I ��-TILE WHERE 8" C.M.U--� °°° ° n PER JAMB LINTEL BEAM a° �`° ° ° 4: DOUBLE STUDS @ q, tb - 4 7/8" I I SCHEDULED @ HEAD o °° ®� FLUSH FACE OF DOOR GUIDE BEYOND JAMB I ' ° °° DOOR FRAME WITH � (2)� I_ �4`°°U '; ° FACE OF CERAMIC TILE DOOR BOTTOM BAR SEALANT ! f I @ HEADI RUNNER 1 WITH WEATHERSEAL SEALANT — r G.C. TO COORD. HOLLOW MTL.-- �t�-r 1/2" DIA. SMOOTH DIMENSION DOOR FRAME---�_ BAR 24"L. @ 16" O.C. MAX. WITH DOOR SPEC. POL. CHROME N AT DOORWAYS CORNER' TRIM — RE: A4.7/24 I� 1/2'' EXPANSION JT. DOOR AS '-d FILLER WITH SCHED. w 11 SEAANT 1/8" TYP. BACKER ROD �w AND SEALANT \ w HOLLOW MTL. I I o SLOPE 1/2" 7 ! DOOR FRAME p I � 6EE 1 I � � I � DOOR AS 0 0 o SCHED. 0- - - - \ 0 CONIC. SLAB —j cy- MALL COMMONS AREA TOILET 2" X 2" GALV. ANGLE CAST iN SLAB �. H.M. JAMB / HEAD SIM. OVERHEAD DOOR SILL N.M. HEAD / JAMB SIM. SCALE: 3"= 1'-0" O SCALE: 3" = 1'-0" SCALE: 3"= 1'-0" I ! V' I i r SHEET ' I r A. 1 4 D a 7 ! JOB NO:: ` 9303 DATE:.; 3/21 /9 4 k j� PARISIAN (N.I.C.) LOWER LEVEL TOTAL GROSS -LEASE AREA 3.55"L4U.� y i LOWER LEVEL MALL FINISHED AREA 56221 S.F UPPER LEVEL MALL FINISHED AREA ;. 90,228 S.F. DEDUCT -UPPER LEVEL FLOOR OPENINGS -2.5 312 S.F. , 9 303`. � TOTAL FINISH AREA � MALL FINI � � 121137 S. F r t DATE . ,. 3/21 /9 4 `. 4, 1 , .r. t a I 0 0 0 0 0 _.. - .. a 1. t.. .. : _ •' - r-, .. - - e - - -tea -o TOTAL GROSS 'LEASE AREA 333,240 S.F. SHEE I . LONER LEVEL MALL FINISHED AREA 56,221 S.F. A�- J UPPER LEVEL' MALL FINISHED AREA 90,228 S.F. DEDUCT UPPER LEVEL FLOOR OPENINGS -25,312 S.F. JOB, 'NO,. TOTAL MALL 'FINISH AREA 121,137 S.F. 9303 DATE. 3/2 1 /9 4 0 ., 0 0 w w w \MLL. STUDS @ 24" WITH 48"HIGH, 4'-8"MIN EXIT PASSAGEWAY mil'-f\rLAit U tN51ut MUE >- r- _j. FIRE TREATED MASONITE - 10 X' 34 1/2 X 32D, TRIANGLE o WAINSCOAT 5. WALL STOP 4028 X 264, G.J. a `i 18" MIN U.L. DESIGN NO. U465 - .. i MANj=UVERING CLEARANCE .................... 48" HIGH MTL. : REQUIRED BY CODE. Al \ A� ,: CORNER GUARD A2 (BY -TENANT) v 5/8„ MTL. I . STUDS - FT = �- BY TENT AN 0 I o - ( ). ALIGN 4�lITH _ - - -- -- -;--- -- -- ONE-HOUR FIRE RATED II \ I MTL STUDS TO i� II \ = I COMPLETE PARTITION CORNER _ i� PARTITION (BY TENANT) N �- 5/8" GYP. BD. ONE SIDE WITH o w ^ U.L. DESIGN NO. U465 48" HIGH, 1/4" FIRE TREATED I = 3'-1 1 2"- !+� \ MASONITE WAINSCOAT / 3'-0" WIDE X 7'-0" _ - _j 00 _ H.M. "Bit LABEL, 1 HR. 12" MIN. — \� 3 5/8" MTL STUD o � FIRE RATED DO r zi I F IE OR AND FRAME �I - VERIFY LOCATION I =X TILE k ' LD E COCA ASSEMBLY (BY TENANT) = r - - - o I I I J 5/8" GYP. BD BY TENANT o zd L; W 5/8" FIRE CODE GYP. BD. 2T'I-LEIj 8"- wo U.L. DESIGN N0. U465 _........ . (BY TENANT) 48" HIGH, 3/4" FIRE TREATED MASONITF_ WAINSCOAT :D z MANEUVERING CLEARANCE L o REQUIRED BY CODE. \ U TENANT SPACE \ ONE -HOUR FIRE RATED ----�� PARTITION BY TENANT PAINTED GYP. BD. SOFFIT 17D> D�— SIGN BAND BACKGROUND 7C & PARTITION (BY TENANT) �—PERMISSABLE 36" HIGH x 8 WIDE TENANT SIGN ZONE �— PAINTED 8" X '12" DSTL. TUBE 14B \�— 1/2" PAINTED BLACK METAL REVEAL (BY TENANT) CEILING DC (BY TENANT) NEUTRAL PIER ------ 8"X8" PORCELAIN TILE FINI`. FOOD COUNTER (BY TENANT I : I rL LJ U.L. DESIGN No. u465 FOOD TENANT SPACE i' LIMITS of MALL FLOORING TENANT SPACE MALL COMMON AREA TENANT SPACE MALL COMMON AREA I I I ------------ ALCOVE AT TENANT EXIT DOORWAY SCALE: 1/4' - ,0 / - 1 0 L� O i 7/800 " I NEUTRAL BAND- 3/8"(PLUS/MINUS) ` 5/8" GYP. BD. ON I 3 5/8" MTL. STUDS @ .24" O.C. W/ PORCELAIN TILE THINSET 3 5/8 '\ 3 5/8" I I KICKER TO STRUCTURE TO 1/2" TILE BACKER BD, I @ 48" O.C. j I 1 /4" , I i 1 /8" . SEALANT GYP. BD. do SPACER MTL. CORNER EDGE i I I AT TENANT SPACES N.I.C. (POLISHED CHROME FINISH. \ I I (BY TENANT) ORDER WITHOUT Si. OTTING) I.5 TILE DIM. O.A. DIM. 90 DEGREE CORNER F I I OUTSIDE FACE OF TILE —` BACKER ROD -AND SEALANT II ` -1--�- 8"X8" PORCELAIN TILE ON 1/2" TILE BACKER BD. PORCELAIN TILE THINSET 7/8"± 3 5/8'' I I ON 3 5/8" MTL. STUDS- OFFSET STUDS AS REQ, TO 1/2" TILE BACKER BD. TO ALIGN PORCELAIN TILE , WITH GYP. BD. AT "1/8" SEALANT NEUTRAL BAND ABOVE it _ • MTL. CORNER EDGE i I I (POLISHED CHROME FINISH) 135 DEGREE CORNER o NEUTRAL PIER DETAIL EDGE TRIM DETAILS \\ '-0' a AILS O CJ SCALE. 3 1\�, _ , • SCALE, 6 - 1 -0 MALL COMMON AREA TENANT SPACE PORCELAIN TILE THINSET II TO 1/2" TILE BACKER BD. I I �_-GYP. BD. N.I.C. (BY TENANT) STUD FRAMING BY G.C. MTL. STUD _ RE: PARTITION TYPES 1 I Q • i � 3'-1 1/2" O.A.1 `t ito P3 II co A4.7 24 L SIM. --= _ - - 1 FULL TILE - i RETURN 1/8" SEALANT 17C I MTL. EXTRUSION FULL HEIGHT I I (POLISHED CHROME FINISH) ! 3'-0 TILE j I 8"X8" PORCELAIN I TILE ON 1/2'' TILE I I STEEL 'CASING BEAD BACKER BD. ON 3 5/8 MTL. STUDS !� GYP. BD. AT I SIMILAR CONDITION /I I LEASE LINE A4.7/20 5/811 GYP.BD. OPP. HD. SIM. DoNEUTRAL PIER DETAIL TILE I TERMINATION DETAI_ SCALE: 1/2" =1'-0" ' (AT FOOD COURT) \ �\ SCALE..�. ��- . -1'-0" � �J TENANT SPACE 9 3/4" @ N;P, I GYP. BD. N.I.C.(BY TENANT) Q�`L / 1 STUD FRAMING BY G.C. 2'-3 1/2" ,A., RE: PARTITION TYPES 4 TILE / TENANT SPACE NOTE: DO NOT ATTACH GYP. BD. OR STUD TO NEUTRAL PIER TILE d J o PROVIDE of TREATED WD. GFRC ROSETTEBLOCKING FOR CORNER NEUTRAL PIE / \ SUPPORT RE: A4.7/3 SI kAR - I o oP• 4.7/8 SIM. LEASE LINE O.A. 7. ROSETTE DETAIL NEUTRAL PIER DETAIL NOT TO SCALE - SCALE: 1/2" - 1'-0" AT FOOD COURT i TILE CONTINUES AT SIMILAR CONDITION 8"X8" PORCELAIN A4.7/26 Imo- SOFFIT ABOVE_ A4• 23 TILE ON 1/2" TILE - I BACKER BD. ON 3 5/8'' MTL. STUDS !— � -' - - - - - - --- o W __-__-__--_ 10' -0" A. F. F. N r A4.7/23 I `t I w GYP. BD. N.I.C.( BY TENANT) ^, ' SUSPENDED ACOUSTICAL CL G. I LEASE LINE STUD FRAMING BY G.C. - OR GYP. BD. CLG. RE: RE: PARTITION TYPES REFLECTED CEILING PLANS OPP. HD. 7/20 GYP. BD. CEILING , 3'-0" TILE II NEUTRAL PIER „ 3'-1 1/2" O.A. RE: A4.7/3 SIMILAR I I ! I TENANT SPACE 3'-p" TIE 3'-p 1/�O - • SOF I FIT DETAIL NEUTRAL PIER DETAIL AT FOOD [ � � OD COURT �� SCALE:. 1 /2 1 0 ( - _ _ AT F O 2 FOOD COURT SCALE. 1 _ 1 0 FLOOR TILE (BY TENANT) TENANT SPACE I MALL COMMON AREA � - TO MATCH MALL FLOORING is LIMITS OF MALL FLOORING LIMITS OF MALL FLOORING If LIMITS OF MALL FLOORING SECTION AT FOOD COURT \\ SECTION AT BALL STOREFRONT \ SECTION AT MALL STOREI= RONT SECTION AT MALL STOREFRONT. I . 1 0 (FOOD COURT STOREFRONT) SCALE: 1/4 = 1 0 SCALE: 1/4" - '- - '- (STOREFRONT TYPElicit)O SCALE• 1/4" - 1'-0" at 11 � It p It � S U, NEUTRAL PIER ELEVATION SCALE: 1/4" = 1'-O" (AT UPPER LEVEL STAIR) NEUTRAL PIER ELEVATION SCALE: 1/4" = 1'-0 (AT UPPER LEVEL STAIR) TENANT SPACE �'� TENANT SPACE *V II II II �I II o I r I I I LI I I I I COLUMN MAY OCCUR i i L JL L RE: FLOOR PLAN /4 —I— LEASE LINE . 8 1f8" 8 1/8" r LAl I LIMITS OF G.F.R.C. ; TENANT STOREFRONT NEUTRAL PIER SCREW ATTACH TO FIRE TREATED WD. REVEAL A4.7/7 BLOCKING AND` OR LEASE LINE AND LIMITS OF TENANT MTL. STUDS STOREFRONT MAY'INTERSECT NEUTRAL PIER AT VARYING ANGLES. NOTE: COLUMNS DO NOTFrI A4.7/17 ^ REFER TO FLOOR PLANS OCCUR AT -ALL LOCATIONS. 4 REFER TO . FLOOR PLANS NEUTRAL PIER DETAIL NEUTRAL PIER ELEVATIONS DETAIL AT NEUTRAL PIER'; " = 1'-0" (AT UPPER LEVEL STAIR SCALE: 1/2 ) SCALE: 1/4" = 1'-0 (STOREFRONT TYPE "Bit) 1 1 SCALE: /2 1 -0 " - (STOREFRONT TYPE "Bit) (STOREFRONT TYPE licit) (STOREFRONT TYPE licit) I DEMISING WALL STUDS BY G.C. i 1 I i GYP. BD. N.I.C. . RE: PARTITION TYPES (BY TENANT) ROSETTE CAST INTO PANEL+ RE: A4:7/27 r_-- { --- TENANT SPACE A8.3/8 TENANT SPACE TENANT SPACE I I I I i o TENANT SPACE " Ll j II III B 1. STUD FRAMING BY G.C. z I I I I .'. RE: PARTITION TYPES I'�.III r g N PAINTED GYP. REAR LINE I i I I COLUMN MAY OCCUR, STEEL COL I -r RE: FLOOR PLANS RE: STRUCTURAL I - BD. BULKHEAD " 08 SOFFIT z c� 1/4 WIDE X 1/4 I I II I I{ Lli DEEP REVEAL - - - - __j I hI I L GYP. BD. N.I.C.(BY TENANT)�r� 2'-9 1/2" O.A. of III- G.F.R.C. °p C° ! II ill �i A4.7/24 '� o NEUTRAL PIER 8 1/8" 8 1/8" - ___ _ L _- - cc v A4.7/1 SCREW ATTACH c \\_ "' ram. 1 FULL TILE 7 RETURN �` o w w TO FIRE TREATED _ L_ WD. BLOCKING AND ^ W OR MTL. STUD I 6' I 6 I \� '� Q ; Q ^ NEUTRAL PIERi w S H E E P 0 2)-811 TILE CKN LEASE LINE LEASE LINE �r 2 -0,�� 8 �C8 PORCELAIN I w 3/4" DEEP "V" REVEAL ;" ,moo � � "'.5" TILE ON 1/2' TILE I (TYP. OF 2) / BACKER BD. CO ON 3 5/8" MTL. STUDS FLOOR TILE TO NOTE: COLUMNS DO STAIR TREADS MATCH MALL. NOT OCCUR AT ALL �- , 7 BELOW A4.7/16 1_IMITS OF FLI70RING LOCATIONS. REFER 'TENANT STOREFRONT A4.7/6 (BY TENANT) TO FLOOR PLANS. Ask J Q B NEUTRAL PIER ELEVATION NEUTRAL PIER DETAIL: NEUTRAL PIER . ELEVATIONS DETAIL -AT NEUTRAL PIER. g'3o3 SCALE: 1/4" = 1'-0" (AT LOWER LEVEL STAIR) LJ SCALE: 1 2". = 1'-0" AT LONER LEVEL STAIR 0 / ( ) SCALE: 1/4" _ "1'-0" (STOREFRONT TYPE "A") - SCALE: 1 1/2" = 1'-Q"• (STOREFRONT TYPE "A'') DATE 3/21 /9 4 °I ,. NEUTRAL PIER ELEVATION SCALE: 1/4 = 1'-0" (AT UPPER LEVEL STAIR) - (TOREFRONT TfPE B) SCALE.: 1/4 = 1 -0 (STOREFRONT TYPE "A") 0 � ;I ! • rn o , A4.7/19 . -A1 OR A2 0 ! 8LE PORCELAIN a Q EXIT STAIR TREADS TILE ON 1/2" TILE TENANT SPACE PASSAGEWAY z BELOW ' S I 2,-0" , 1'-7" BACKER BD. N 3 5/8" MTL. STUDS = GYP. BD. N.I.C. (BY TENANT) I w 4'-0" TIE o< PAINTED GYP. o STUD FRAMING BY G.C. " A4.7/24 �� BD, 18A RE: PARTITION TYPES I - 1 TYP. i o -t 00 ----� - - ------ '�. i2'-1 1/2 I °�� 1 FULL TILE _�_ Go -AL O.A. I - r v RETURN - - _ I r - _ A4.7 24 c° II P3 o� 1 TYP. — — — �� SIM. N o� III LEASE LINE 1 FULL TILE �� STUD FRAMING BY G.C. ICI I 17C RETURN - - -, o _ RE: PARTITION TYPES _ 4'-1 1/2" ~ `! III A4.7/4 II II LEASE LINE /2- TILE0" II 111 8"X8" PORCELAIN GYP. BD. N.I.C.(BY TENANT) B2 I - TILE ON 1/2 TILE BACKER 'BD. TENANT SPACE TENANT SPACE I ON 3 5/8" MTL. STUDS , _ 1 9 A4.7/9 NEUTRAL PIER DETAIL O NEUTRAL PIER ELEVATION , NEUTRAL PIER DETAIL 1 SCALE: 1/2" = 1'-0" (AT UPPER LEVEL STAIR) SCALE: 1/4" _ �'-0" ' o (AT EXIT PASSAGEWAY) SCALE: 1./2" 1'-0" (AT EXIT PASSAGEWAY) a CUT TILE LINE Or A4.7/18 AS REQ. \ OILING 1 8"X8" PORCELAIN - - - -NMI - II L II i _ _ TILE ON 1/2 TILE � 1 _ U STAIR TREADS BACKS - - r II-1-1I R BD. 4 o TENANT SPACE B2 TENANT SPACE ,� � ACC T . _ �, " • BELOW „ ON 3 5/8 MTL. STUDS �I ` I. I\� SIGN BAND CLOSURE r I II ~ x I - •� `--/`�''•''• �� '�•''• •� ••'• STUD FRAMING 3 4 TILE .'.;..:,�.. ...� ..:..,•..::•..:.;.:.::;: M NG BY G.C.GC.0.' `z • ,C & PARTITION RE: II PARTITION TYPES I FRONT LINE OF ' F Q o , .. (BY TENANT) GYP. BD. N.I.C.(BY TENANT` I COUNTER BASE: A4.7 24 NOTE: DO NOT I (BY TENANT) °� J TYP. - \ I ATTACH GYP. BD. OR II I COUNTER -TOP ABOVE , 00 .0 I PTD. 8 x12 STUD TO NEUTRAL \� - - -� - - - - - - - - I 17C 17D STL. TUBE 14B PIER TILE - - \� (I I II ` (BY TENANT) z I - �- _ NEUTRAL PIER - - - - - - - o 0 8"x8" PORCELAIN Q 2'-1 1/2" O.A. U r r I I II I' I TILE FINISH o w RETURNULL TIL� it I II o A4.7/3 - FOOD COUNTER cv -tom-- - - - - - - - -- - - - - - - - _ z 3'-5 1/2 O.A. SHOWN DASHED I - iri11 co LEASE LINE_ (BY TENANT) A4.7 24 � STUD FRAMING BY G.C. ---- - - - - -! ------ - r `} -TYP. \- J N > o. RE: PARTITION TYPES II I IILij A8.03/10 ---- - --=- - - u:5 l :} COUNTER HEIGHT -- ----\ ----- = ---- 0 B2 k 17E (MIN. 30"-MAX. 48") - --------- _ LEASE LINES ' BD. N.I.C.(BY TENANT .t<::i 07 ; ( ) 2 0 TILE FLOOR O MATCHEMALL �, I� 1 8"X8" PORCELAIN r FLOORING_ W ` TILE ON 1/2" TILE BY TENANT r ( ) z TENANT SPACE TENANT SPACE LEASE LINE ONo3 58 BID. STUDS A4.7/8 Z (ALL SIDES) LIMITS OF MALL NEUTRAL PI,ER DETAIL o NEUTRAL PIER FRONT ELrEV. FLOORING �l DETAIL AT NEUTRAL �IE R I� SCALE. 1/2" - 1'-0 AT UPPER LEVEL STAIR _ / ( ) O SCALE. 1 �4 - 1 0 A ��\\ .. �� - ._ �� (T FOOD COURT) C`='J SCALE. 1 2 - 1 0 AT _ / ( FOOD COURT) n iu r I DEMISING WALL STUDS BY G.C. ROSETTE CAST INTO PANEL GYP. BD. N.I.C. i I I RE: PARTITION TYPES I�yI RE: A4.7/27 (BY TENANT) it ill Q0 TENANT SPACE II III A8.3/10 TENANT SPACE - — STUD FRAMING BY G.C. II B2 RE: PARTITION TYPES �I III II III GYP. BD. N.I.C.(BY TENANT) II II II III 9'-9 1/2" O.A. I, II III \ A4.7/24 1 FULL TILE � - -�L --_ - TYP. RETURN �'i - o_ 2'-811,TILE LEASE LINE ,5" 2'-01 3 CO 8"X8" PORCELAIN TILE ON 1/2" TILE STAIR TREADS BACKER BD. BELOW ON 3 5/8" MTL. STUDS CN PAINTED GYP. BD. BULKHEAD m a wo 1/4" WIDE X 1 @ z DEEP REVEAL J_ O W I U ro 0 A 4.7/2 v r w 0 L � @ o J - 0 w o I I ' NEUTRAL PIER CJ N Cat wo 3/4" DEEP "V11 2 TYP. 7 6 19 18 17 FOOD COURT ENTRY REF: A7.2 16 cV 4 (D Q I\LI . flf . I 1 15 31 30 29 27 I II is I'm / ..'.. EL 152'-0"c, �tr��ivu rtt:H�.4y 4 I (TYPICAL) . —.— — ROOF LINE ®PARAPET . ... F _._ . ...::..: - _ 8'-0jlJ �TYP T.O.P. 144 8 T.O.P. 144 -8 P `\ � TY -�-�- _ :.. - - i h T n D 9 A)' Q' , UPPER LEVEL EAST ENTRY REF: A7.3 6 a `V) 17 - Kt: A I .L/tS ± Z ` y ---------------------------------------------------------- a —--------� - F.F.E. 100'-0".L . -----� ;------=�------------------------ ----- --____ --- I I I T.O.P. 142'-8" i PAINTED REVEALS cv (TYPICAL) Lo _ Q Ld Of F.F.. 122'-0" z — �I-- ---------- --------- A, F.F.E. 104'-6" j ---------------------- EL� 100'-01, — - T8A 1 — ---,--------------- PARISIAN SCREENWALL N EXPANSION JOINT U) N. I. C. j RE: A5.4/1 O a t� W I j 8A w✓' -----=------ —6" 15A ----------------------------------- _ F.F.E. 120' ------------------- -- F.F.E. 119'�0"- '(y ., ---- _ W 0 0 0 0 0 0 RE: A5.3/4 FOR TYP. NOTES, DIMENSIONS, ELEVATIONS. N. ELEV. OF U.L. FOOD COURT ENTRY LJ SCALE: " 1/16" = 1'- / 0 A.9 (). , A.6 Q P I I 71 SKYLIGHT STANDING ROOF 181'- EL 179 EL 171'- T.O.P. 1 ' -?I— T O.P. 1' ' T.O.P. 1 �EL - 47 T.O.P. 1' STL. TRUSS PTD. STL. ( _4F.F.E.. 120' (ILE COLUMN BASE17C F 103'-0" EL. 100'-0"--------------------------- _ . F.F.E..1CIO, -0" RE: A5.3/10 FOR TYP. NOTES, DIMENSIONS, ELEVATIONS. a PARTIALS. BLDG ELEVATION SCALE: 1/16" A.5 A.6 A.9 t RE: A5.3/9 FOR TYP. NOTES, DIMS., ELEVS. PARTIAL N. BLDG ELEVATION SCALE: 1/16" = 1'-O" A.1 ------------- F.F.E. 100'-0" RE: A5.3/8 FOR TYP. NOTES, DIMENSIONS, ELEVATIONS. S. ELEV. OF U.L' E. ENTRY SCALE: 1 16" _ " I , a S. ELEV, OF U.L. FOOD COURT ENTRY SCALE: 1/16" = 1'-0" A.1 A.5 A.6 A.9 K K.4 - L.2 CQ2 K.4 K :i o i -I I T.O.P. 144'-8" N N —- I 2'i O" 2'� 0 I � PLASTER, T'(P. 8A f PTD CEMENT I T.O.P. 142' - 8"_,� I `j N EL. 144'8" I � PTD. CONST. JT. 15 z a- oo N I EQ. 2,_0;; EQ. J- OPEN I °' PTD. MTL.. 15 i DOORS TYP N� � z F.F.E. 1 17'-6" L / F.F.E. 1 17'-6" i EL. 120'-6" ' r" l _t - o 3'-6" z2 -0" o N A U i � I z F.F.E. 100' - 0" RE: A5.3/8 FOR TYP. NOTES, DIMENSIONS, ELEVATIONS. RE: A5.3/3 FOR TYP. NOTES, DIMENSIONS, ELEVATIONS. � 0 � ; •_ �0 PARTIAL N. BLDG ELEVATION) PARTIAL BLDG ELEVATION PARTIAL BLDG ELEVATION SCALE: 1/16" SCALE: 1/16°' = 1'-0" r r. _ °, 's� STAIR #� J SCALE. 1/16 - 1 -0 @ STAIR #6 (!) A.8 W K.2 z { 2'_O 7'-10 1/2" Q i A.9 A. 6 A.5 7'-10" TYP. ' T.O.P. 149'-5 1/2" I TYP ; J C3 �— PTDc CEMENT 8A Li 2'_01 `r _, T.O.P. 1 47'-0'L I t N � T.O.P. 142'-8'� T.O.P. 143'-5 1/2" ( T.O.P. 140PTD. CEMEN ' - 8', 0 8A PLASTER, TY LIGHT 25 CANOPY T.O.P. 132'-9sk '}I = oo PTD. CONTROL N N ePLASTERPTD. CEMENT 15A PTD. CONTR JOINTS i ; FINISH �� O JOINTS, TYP. cal � CO O FT-1 14 I F.F.E. 11.7'-6" 5A PTD. CONST. I C\j co PTD MTL. o JOINTS, TYP. — —"� 15 DOORS TYP., o 2'-0" 3'-6" 1 T •� P. 0 i I c\j ro I 1 It co OL QD I- ; ------------------ F.F.E. 100'-0", - EL 100'-0" N o N o i I o PARTIAL S. BLDG ELEVATION n PARTIAL BLDG. ELEVATION PARTIALS. BLDG ELEVATION � - 1 0 ® STAIR 8 SCALE: 1/16" = 1'-0" � SCALE: 1/16" - '_ " # � SCALE: 1/16" e 1'-0" / @ STAIR #3 A.1 A.5 A.6 A.9 L.3 K.9 K 10A SKYLIGHT i I 21'-0" I ; 4'-0 10A SKYLIGHT ; 25'-9 7/8" (DASTANDING SEAM 8'-O„ 91 0„ PTD. CEMENT 8B K ( l 1-011 METAL ROOF PLASTER FINISH O t 13A STANDING_AM LOUVER TYPE "J" I O METAL ROOF 4'-0" i,T-0" ; l ;37'-0" 4'-9 7/8" PTD. CEMENT SB 25ALOUVER PLASTER FINISHO EL. 153'-7 1/2" �, I IGHT 25 OTYPE E PTD. CEMENT 8 . EI . 152'-0" _ o CANOPY I - PLASTER FINISHO o� l� 4. I EL 144'-8" t o ; ' _ � L 14 6' 9 5/8 � 2- 0 I _ . - EL_145'-3" t 8'-0 t 45'-2" 143'-0" • , cv ,'.I _ - L1 N o - \ T.O.P. 143'-0�i L I I i EL 140'-8_ ' EL. 137'-1" oo i� �&1� -FL 1361-11co 11 T.O.P. 132'-9" _ EL 132'-9" _ T.O.P. 132'-0 T.O.P.P 132 0 _ I I = I i� — - r OPEN N N m °° F.F.E. 1 17'-6"_ 13B BEYOND SCREEN WALL N --- o I SPTD.=OPEN CEMENT co 00 OPEN 20 cv 141-0 I , o CASTER FINISH , O17C TILE COLUMN '� J BASE PTD. CEMENT 8A F.F.E. 106'-0" F.F.E. 106'-0" j PLASTER FINISH O — i ' r . �� i PTD. CONTROL \�TT� F.F.Q. 100 -0------------------ ._ - 15A ELEPHANT DOOR I _------.__--_.------ F.F.E. 100 0�� - � — JTS. TYP_ —_--- `--E RE: A7.1/7 9D TILE COLUMN BASE SERVICE COURT #4 — SHEET: 17C RE: A1.2/4 RE: A5.3/1 FOR TYP. NOTES, DIMS, ELEVS. o Na rELEVa OF U.L. Ea ENTRY S. ELEV® OF L.L. W. ENTRY N. ELEV..OF L.L.W. EN � SCALE: 1/16 - 1 -0 ENTRY SCALE: 1/16" = 1'-0" ,� _ �, / SCALE. 1/16 - 1 -0 A' . ;} REVISION NOTES: JOB NO`- GRID LINES ADDED AND REMOVED. REVISED BUILDING ELEVATION REFERENCES. 93,03 FINISHES ADDED. EXTERIOR DOOR ILLUSTRATED AT DETAIL 11. DIMENSION STRINGS ADDED; DATE-- 3/2 1/9 4 F_ 6'-6" N.T.S TOP OF RETAINING t WALL J o LINE OF GRAD E DE BEYOND RETAINING WALL 25 24 3/8" CEMENT PLASTER ON LATH ON CMU SCREEN WAI I TYPICAL CONTROL JOINTS, TYP. 3/8" C E LATH 01` GRADE EL. 149'-5 1/2" TENANT LEASE - SPACE CONTROL JOINTS, TYP. of OSCREENWALLELEVATIONS SCALE: 1/16" - 1 -0 @ SERVICE COURT #6 DEPT. STORE BEYOND ----- SHOWN DASHED -.--\ ----- l EI • 149'-5 1/2" 5'-2 1/2ff 011 TYP°ff MALL BLDG. T'� o EL. 123'-6',' n I 3/8" CEMENT PLASTER ON PAINTED CONCRETE j LATH ON CMU SCREEN WALL RETAINING WALL s GRADE EL. 106'-0" SCREEN WALL ELEVATIONS SCALE: 1/16" = 1'-0" @ SERVICE COURT #5 FAEI�;IA1N I c I EL. 119'-0" I SCREEN- WALL ELEVATIONS SCALE: 1/16 = 1 0,C6 SERVICE COURT #7 SCREEN WALL ELEVATIONS - SCREEN -WALL ELEVATIONS SCALE: 1/16" = 1'-O" @ SERVICE COURT #3 SCALE: 1/16" @SERVICE COURT #3 v :.._ MALL BLDG BEYOND I {- IALIGN C.J. WITH MALL — BUILDING, C.J.'S U.N.O. . _............ 2` 0' ._.�.. .`..._....I 2'-9 5/8if TYP. I � I 3/8'' CEMENT PLASTER ON I LATH ON CMU SCREEN WALL GRADE o SCREEN WALL ELEVATIONS LJ SCALE: 1/16" = 1'-0" @ SERVICE COURT #6 . ........... ... .. .... . .................. ....... . 3/8" CEMENT PLASTER ON .... .:...:.. :.... LATH ON CMU SCREEN — F WALL, TYPICAL ....,... ... ..:...c ... ..... ... ... _... .. ... ..... .. .... .. _ CONTROL JOINTS, TYP. 0 I co DEPT. STORE BEYOND —7 T.O.P. " ALL BLDG. M 2 -0 TYP. 3,_6ff^\ 1'-0" 6'-0'i i 8'-0"i TYP. i SCREEN WALL 'D BEYOND I °O I iTNJ EL. 119'-0' GRADE 3/8" CEMENT. PLASTER ON LATH ON CMU SCREEN WALL a SCREEN WALL ELEVATIONS SCALE: 1/16" = i'-O" @ SERVICE COURT #7 2�- 25 26 I MALL BULDING IN FOREGOUND MALL BUILDING BEYOND 3/8" CEMENT PLASTER ON / LATH ON CMU SCREEN �„ ...WALL, TYPICAL ... ... 17AR151AN N N ..............._..................................: (N.1.C�)...... ....................:............... ............... ...:::::: Uf 00 Q0 .. 4. w ifs k 4 —ALIGN C.J. WITH MALL BUILDING, C.J.'S U.N.O. s CONTROL JOINTS, TYP. GRADE EL.=101'-6'' SCREEN WALL ELEVATIONS LIO SCALE: 1/16" = 1'-0" @ SERVICE COURT #7 22 23 24 25 I MALE BUILDING TENANT SPACE EL. 1 ON C.J. WITH MALL ILDING, C.J.'S U.N.O. SCREEN WALL ELEVATIONS SCALE: 1/16" = 1'-O" @ SERVICE COURT #2 34 K.2 I 3/8" CEMENT PLASTER ON (/ LATH ON CMU SCREEN WALL, TYPICAL ALL BLDG. CD TOP OFWALL LEASE SPACE h EL. 1.00'-0" o I CONTROL JOINTS, TYP SCREEN WALL ELEVATIONS SCREEN WALL ELEVATIONS ' " = 1'-0" @SERVICE COURT 1 SCALE: 1/16 # ■ C35 A A ALIGN VERTICAL CONTROL — JOINTS W/ MALL BUILDING CONTROL ,JOINTS, TYPICALLY UNLESS NOTED OTHERWISE GRADE MALL BUILDING BEYOND Z kl I 25 24 23 22 Q f ............. _ ............ _L. .... .. ........ ..............,,..... i i.... .............a ......... ............1............ /S,TOff CJ� O-Of U>-Off UU,-Off J.C.PENNE - Lil z _N ' C.PE1lEY IN 7 N • I • •) 3/8" CEMENT PLASTER ON a ALIGN C.J. WITH MALL 0 I LATH ON CMU SCREEN WALL, m BUILDING, C.J.'S U.N.O. TYPICAL I f GRADE _ CONTROL JOINTS, TYP. Z3/8" CEMENT PLASTER ON — — _ EL. 103'-0 ' LATH ON CMU SCREEN WALL, ---------.------- ---- ---- TYPICAL CONTROL JOINTS, TYP. ' GRADE ELEVATIONS SCREEN WALL E SCALE: 1/16" = 1'-0" @ SERVICE COURT #2 SCREENWALLELEVATIONS SCALE: 1/16 = 1 0 @ SERVICE COURT #1 A JOB N0.4 SCREEN 'WALL ELEVATIONS 9303 SCALE: 1/16" 1'-0" @ SERVICE COURT #1 { '' DATE 3/2-1 /9 4 j SKYLIGHT 5/8" "SNAP —IN" VERT. REVEAL= C.J. > 2'-0"6' 0"2'-0"170, 2,_p„ 1$ PAINTED GYP. BD. 3'-0" 3'-0" ON MTL: STUDS - > 25B LPAINTED WOOD LOUVER O QL OF GRILLE .5/8" "SNAP -IN" ( Q HORIZ. REVEAL - - 3'-011 3'-0 0 GYP. BD. SPANDREL 6,fp„ 2,_p„ —0" 3'-0" , u- /71 — G.J. — C.J. SUPPLY DIFFUSER 1$ ' 3 PARTIAL ELEVATION SCALE: 1/4" = 1'-0" 0 i 0 SKYLIGHT 5/8" "SNAP —IN" VERT. REVEAL, TYP. BPAINTED GYP. BD. ON MTL. STUDS — TYP. 25B PAINTED WOOD LOUVER TYPE — 5/8" "SNAP —IN" HORIZ. REVEAL — TYP. SHEET NOTES REVISIONS; 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A4.1 FOR ROOMFINISH SCHEDULE INFORMATION. 3. REFER TO SHEET-A4.2 FOR PARTITION TYPES INFORMATION PAINTED GYP. BD. ON MTL. STUDS, TYP. 18A 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. GYP. BD, SPANDREL, TYP. 5. REFER TO SHEET A2.9, A2.10, A2.1 1, :A2.12, A2.13, AND A2.14 FOR FLOOR FINISH PLANS. , 6. REFER TO SHEET A1.3 FOR, ENLARGED SERVICE 1�1 C.J.— - COURT PLANS. ,I C.J' = > �L 7. REFER TO SHEET A7.1 , A7.2, AND A7.3 FOR ENLARGED —0116 0 2 -0 2 —0 T6'O' 2—0 �'_ ENTRY PLANS. i 2 0 i0 2 0 i o' �0" i 2'-0" 8• REFER TO SHEET A3.1, ,A3.2, A3.3, A3.4, A3.5, A3.6; A3.7 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" e 3'-0" A3.8 AND FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. 10.REFER TO SHEET A5.1,A5:21A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. 11.REFER TO SHEET A2„15 FOR ROOF PLAN OF CL OF -- i 12.REFER TO SHEET A2:16, FOR SKYLIGHT PLANS GRILLE ( GRILLE 13.REFER TO SHEET A2.1, A2.2, A2.3, A2.4, -A2.5, A2.6, A2.7 A2.8, AND, FOR FLOOR PLANS. 14. CONTINUE VERTICAL CONTROL JOINTS THROUGH ALL ADJACENT �II HORIZONTAL PLANES, TYPICAL 3 —0" 3,_p 3'-0 I. 3'-0„ LEGEND / �I i 40 —6 BOTTOM OF DECK ELEVATION yl — C.J. C.J. C:J. L SUPPLY DIFFUSERS Q w - PAPTIAL EL EVATIOI c SCALE: 1/4" = 1'-0" �.: ! - «+L f/8 , I 5/8 SNAP -IN REVEAL _ ' " WALL LIGHT SCONCE" " o - 2 r._. "5/8 SNAP -IN REVEAL- - -- J �r . Y . _ SHEET MOTES . rn `0) = PTD. GYP. BD. - _J;; PTD. GYP. BD. � co d %, s-. w 1 � 1. REFER TO SHEET A0.2 FOR GENERAL NOTES - 2 cy _ .n HVAC SUPPLY GRILLE ?n - a HVAC SUPPLY GRILLE _ \ . _. - � -SYMBOL INFORMATION. .. a .. ,.. {n z I 2. ET A4.1 FOR ROOM FINISH SCHEDULE w, w, INFORMATION. SH EET F - INF "-' " � ;_� N N 3. REFER TO SHEET A4.2 FOR PARTITION TYPES o w �� INFORMATION. - 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE INFORMATION. 5. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2.13, FOR FLOOR'FINISH FINISH PLANS. o AND A2.14 _ 1 w I 6. REFER TO SHEET A1.3 FOR ENLARGED SERVICE t COURT PLANS. = 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED - f ENTRY PLANS. I � 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 - I _ A3.8, AND FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE LEASE PLANS. 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR ELEVATIONS. �,n 11.REF13.REF�R TO SHEET ER TO SHEET A2.15 FOR ROOF PLAN 4 PARTIAL ELEVATION L OF STRUCTURE, TYP. PARTIAL ELEVATION 12.REFER TO SHEEcA2.1A2.1, FOR SKYLIGHT PLANS A2.2, A2,3, A2.4, A2.5, A2.6, A2.7 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'_0" A2:8. AND FOR 1 LOOP PLANS. 14.GYPSUM BOARD SURFACE AND GRILL SLOPE AT A 45 DEGREE ANGLE TO VIEWER. LEGEND (mil 146'-6" BOTTOM OF DECK ELEVATION - 8B EI_. = 181'-1 5/161I - PAINTED 18A - GYP. BD. SEASONAL LIGHTING OUTLET LOCATION, cD SEASONAL LIGHTING OUTLET LOCATION EL. = 178'-0" RE: ELECTRICAL FOR ADDITIONAL INFO. � RE: ELECTRICAL FOR DITIONAL INFORMATION ` 00 to f N I = Fi "J'' MOULD © i EL. 175 8 �I 4�< C. N �-..� PTD. MTL. _D G �, F.5 r E.5 E E E Sri - t { t 10A a r GYP. BD. WALL- a EL. 173'-0" 5"� 5"-� 12B DECK 5 �� 5 5 {{ {.:, - 9 -2 ' _ 9 -2" _ 9'-2" 10 -10 9'-21' 1 - , 6 9'-6" I ! 10' -10 I - 0-- - I ---- i - - - -- I --- -- 0'_I O' --I Sri Sri I I EL. = 171 -5 - 10'-10 I 2' i 1 10 9'-2 - - -- - - --- 10= 10- -1 ----- y�_ - A7.5/3 b - --- - A2.17/13 )EL. 10A TRUSS TYPE "E"'�j-"j"�, =167'-O" _---, 9 C IIL IF-].J EL. _ 163'-0 E [-TYPE ,,D[. TRUSS 161 -0 � I A2.18/9 O. N . E A2 18/5 SIM. I _ O25A [[ f 00 LOUV R TYPE E = 4 ° ° STEEL TUBE 4 ° �� E� `V `�\ -I I TRUSS TYPE "C-1" EL . - 1 �7 -2 �, TRUSS 14B TRUSS RE: TRUSS \ - 6 L�E El r ,� ,_ 17'-0'' TYP.I 1'-6'I i� o CO TYPE F" 2 0 b o� C RE: A9.4 FL,° 14A I ° PAINTED 18C J MOULD ©EDGE ti, TR SS TRUSS 1 6 TRUSS TRUSS GYP. BD. OF GYP. BD. WALL TY G-1 TYPE G t .� I Q TYPE "G" STRUCTURE TYPE Mill TYPE K I 1 I 'C r--r S/g"SNAP-(N2'- 2'-3 VEALEL. 2 I RIP �I i I I i I rl v ' • 12B PTD.` ATL. _ CORRIDOR �I COLUMNDECK BEYOND COLUMNS BEYOND TYPE "4" I _ i00 ( 14 B ( I In T EXIT ELEVATOR SHAI I PASSAGEWAY & PIT BEYOND , 00 - - - _ - - - - - _ - i -I- - � \A9.3/2 FOOD COURT SECTION SCALE: 1/8" a 1'-0" N1 rt co ,14 1 5 1 0 17 17.5 t- ''`�°' 1 a 1 9 Q 19.5 2 0 21 A2.18/2 r I - SKYLIGHT SYSTEM - STEEL TRUSS TYPE B LO (BARREL VAULT) RE: A9.4 a ,i;_ PTD. GYP. BD. 1 j MULLIONS OMITTED STEEL TRUSS TYPE C I � 18C FOR CLARITY PAINTED STEEL TRUSS ,.--- I I RE: A9.4 I w i I � J A5.8/4 SYM. 14B S(BASKYLIGHT SYSTEM RREL AUL r) IjI ,A. A „[nn,I IIL. 5/8'' "SNA -IN"- REVEAL 25B 18A �f J 0 Jl SKYLIGHT SYSTEM (BARREL VAULT) LOUVER - TYPE "D1 _ EL. 140'-6" I Fj A2.18/7 O.H. i'-0" 1 4 EQ. SPACES N I e [ I (SEE NOTE 14) a; _ o b TD CDI - � Q CK I r2 JT��24A EL. 120'-6" z x TFFFrF=TTTTTTFFFTFFnTTTTTVQ N ('J �- 18A i D 2 EQ. SPACES 5'-0" Z ( (SEE NOTE_ 14) \� \\ HVAC SUPPLY o U , GRILLE 18A in ` -- EL. 103� Oil r-J I t_-� _ > I I22 �n n _L w c� J i i _ I311 EL. 135' 0" i : o _ 2 oil PTD. GYP. BD. 18C T 2 -0 il N 18A PAINTED GYP. BD. CEILING I- - 3'-0"�. 41I , i + I, I i �- F EQ. -' EQ. EQ. EQ. 4'-6" 4 6 5 -0 I 20 -0 I, 5'-0 , 12 -0 6'-0" 15'-0" -0 I 5'-0 20'-0 5'-0 4'-6 4 -� �, EQ. EQ. EQ. EQ. _ r � � ��- I � SEASONAL LIGHTING PTD. GYP. BD. I S E NO E 1 CL SEE NOTE 14 c�J NI TYPE A2 OUTLEET LOCATION, ( _ - ) o _ 9'-0" I ( ) i r � I - a, i I PAINTED LOUVER SYSTEM COLUMN � COLUMN 1 ' COLUMN COLUMN I PAINTED L UVER S STEM RE: ELECTRICAL FOR 25B PAINTED LOUVER S`>ISTEM I TYPE "2A' TYPE "2B" E ` j - 25B 18C �i �' PAINTED STEEL CO UMN TYPE "2A TYPE "2B" 00 I �i- WALL MOUNTED PAINTED STEEL COLUMN- ADDTNL. INFORMATION j o 1 in PAINTED STEEL COLUMNi, 8t- PLANTER ' TYPE 4 ,� PAINTED GUARDR IL TYP. 24A ) i TILE BASE 17C PAINTED GYP. BD. CEILING O 14B I I ! T-T-FTT7-FTTTTT-FTTTTTTTT--F [pa EL. - '12' 611 1LV Eoll UPPERr� • - i i � � 18A IE� . I 1= I i I II I I I 3I -4--LOUVERPAINTED GYP. BD. BULKHEAD (TYP.) 8'11 1/4 3-6PAINTED GYP. BD. NEUTRAL BAND Q. JEQ� TYPE Al E0, EQ, PAINTED GYP. BD. NEUTRAL BAND a 2B PAINTED GYP.BD. BULKHEAD lf ( I I ii '`' I I "' I - WALL MNTD. o I I I I I I I I I= 1 PLANTER L" I I I I IcoII L. = 104' 6 EL. 101'-6 i k I LOWER LEVEL I. -. f !..... . -..... _......... _..... SHEET.,. COLUMN NOTE: ; TYPE PAINTED GYP. HANDRAILS @ RAMPOW NOTE: BD. BULKHEAD NOT SHOWN FOR CLARITY614 HANDRAILS @ RAMP NOT SHOWN FOR CLARITY A 5 6 JOB 'NO FOOD COURT SECTION 9303 SCALE: 1/8" .- 1'-0" DATE O 3/21 /9 4` .[ _ 0 0 0 18A PAINTED GYP. BD. CD ON MTL STUDS rn �• rn Q SKYLIGHT Q _ - 10'-01, 2'-0--- , SEASONAL LIGHTING ELECTRICAL OUTLET, RE: ELECTRICALMI ACCESS PANEL k - LIGHT FIXTURE, RE: ELECT. - FOR ADDITIONAL INFO. n SMOKE EVACUATION GILLES, TYP. ,f, HORIZ. .REVEAL s 10'-0" „ 9, 9,1 4,_2„ In 4g„ 2._0� 4,_2„ 4,_2„ ' T2 22'-0" SEAL AREA BEYOND WITH GYP. BD. AND SEALANT 10'-0 SEAL AREA BEYG GYP. BD. AND SEALANT PARTIAL ELEVATION SCALE: 1/4" = 1,- O„ PARTIAL ELEVATION SCALE: 1/4" = 1'--O" SEASONAL LIGHTING ELECTRICAL OUTLET, RE: ELECTRICAL GYP. BD. SPANDREL BEAM ACCESS PANEL 18A LIGHT FIXTURE, RE: ELECT. FOR ADDITIONAL INFO. SMOKE EVACUATION 13A GILLES, TYP. 5/8" "SNAP -IN" HORIZ. REVEAL rn rn Q 4'-0" 1 2'-0" 1 4'-0" 1 2'-0" I 10 -0 SMOKE EVACUATION- 2 0' 4'-0„ 2'-0„ 4,_0„ 1 I � 00 ,� GILLES, TYP. 18A LIGHT �v b i FIXTURE, TYP.� o --- j GYP. BD. SPANDREL BEAM r - - i \ T�, I M N 4'-24,_211 21, 911 2,_0„ 9„ 4,_21, 4 -2 '1�_ ,�,�—In g" 2>_0„ g, 4 -2„ 4,-211 9,l 34'-0" SEAL AREA BEYOND WITH GYP. BD. AND SEALANT 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE ' INFORMATION. 3. REFER TO SHEET A4.2 FOR PARTITION TYPES FINISH _TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE �3E - ACCENT PORCELAIN TILE NO. 8130 "TERRACOTTA", 8"X8" INFORMATION. NOMINAL SIZE U.N.O., UNPOLISHED FINISH, BY.CROSSVILLE. 5. REFER TO SHEET A2.9, A2.10, A2.11, A2.12, A2.13, AND A2.14 FO,R FLOOR FINISH PLANS. 6. REFER TO SHEET A1.3 FOR ENLARGED gC -CLERESTORIES: ACCESS SERVICE PANEL 18A COURT: PLANS. 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED ALUMINUM: EQUAL TO PERMANODIC ANODIZED 5/8" "SNAP -IN" ENTRY PLANS. ALUMINUM N0.,18 CHAMPAGNE .BY - HORIZ. REVEAL 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 INFER. A3.8, AND.FOR REFLECTED CEILING PLANS. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE GLASS: EQUAL TO 1/4 BLUE - GREEN FLOAT -- LEASE PLANS. GLASS BY LOF. I r 10.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR I ELEVATIONS. 1 AA - TRANSLUCENT INSULATING INTERLOCKING GLAZING 1 1.REFER TO SHEET A2.15 FOR ROOF PLAN SYSTEM, COLOR TO BE CLEAR WITH LIGHT TRANSMITTANCE ' 12.REFER TO SHEET A2.16 FOR SKYLIGHT PLANS OF 74 AND .SOLAR TRANMITTANCE OF 72. BY CPI 13.REFER TO SHEET A2.1 ; A2.2, A2.3, A2.4, A2.5, A2.6, A2.7 INTERNATIONAL. A2.8, AND FOR FLOOR PLANS. 14.CONTINUE VERTICAL CONTROL JOINTS THROUGH ADJACENT HORIZONTAL PLANES, TYP. 14B - INTERIOR: ELECTROSTATICALLY APPLIED SEMI -GLOSS ENAMEL TO .MATCH #SW 1039 "ZURICH WHITE". BY SHERWIN WILLIAMS. 18A TALARA, TYPE I, 44053 "SAND BAR", SHERWIN WILLIA S. 19A -'PAINTED TO MATCH SSW 1641 "WHITE ORGANDY", BY BY TOWER WALL COVERINGS. PARTIAL R T I H L,JT I N 21A - CLEAR PLATE GLASS MIRROR WITH STAINLESS STEEL TRIM. 6 i � SCALE: 1/4" 0 1'-0" rn 25B - INTERIOR: WOOD LOUVERS PAINTED TO MATCH #SW 1734 "GRASS ROOTS", BY SHERWIN WILLIAMS. 18C � •• zn a r\C-r . r\o.o/-+ rum ELEVATION OF ESCALATOR LONGITUDINAL BUILDING SECTION -- PART C SCALE: 1/8" = 1'-0" I Ihl14V1\r%lL.J /_%I FNI-\IVIr/JIl11RJ ' OMITTED FOR CLARITY LONGITUDINAL BUILDING SECTION PART C & B SCALE: -1/8" = 1'-0" w V 1 z x Q � , O m � z n 0 ry W q jj z Q j i I I I A2.18/07 OPP. I 1 r __ -1 ., , •�• • RE: FLOOR PLAN FOR TYPE AND LOCATION - r SHEET AOTES - . .. _ � REFER TO SHEET A3 1, . A3 2, A3.3, A3 4, A3.5, A3.6, A3.7 SKYLIGHT 1. REFER TO SHEET AO.2 FOR GENERAL NOTES A3:8; AND FOR REFLECTED CE,LING.::PLANS; BEYOND & SYMBOL INFORMATION. 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE 2. REFER TO SHEET A4.1 FOR ROOM FINISH -SCHEDULE LEASE PLANS. CENTRAL COURT 17.5 17 INFORMATION. ' 10:REFER `T0 `SNEET`A5`.1,A5.2;A5:3 &. A5:4 FOR EXTERIOR BARREL VAULT 3. REFER TO SHEET A4.2 FOR PARTITION TYPES ELEVATIONS. BEYOND INFORMATION. 11.REFER TO SHEET A2.15 FOR ROOF` PLAN.. 0 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE 13.REFER TO SHEET A2.1, FOR SKYLIGHT PLANS t � 13.REFER TO SHEET A2.1, A2.2, A2.3, A2.4, A2:5, A2.6, A2.7 INFORMATION. A2.8, AND FORFLOOR FLOOR PLANS. EL. = 163'-0" r' S. REFER TO SHEET A2.9, A2.10, A2.1 1, A2.12, A2.13, 14. CONTINUE VERTICAL CONTROL JOINTS THROUGH ALL ADJACENT - -r-- - AND A2.14 FOR FLOOR FINISH PLANS. HORIZONTAL PLANES, TYPICAL -- EL._ 161'-0'' 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED o ENTRY PLANS. LEGEND STANDING SEAM METAL ROOF I -2 EL. = 157'-2" r SMOKE EVACUATION FAN BOTTOM OF DECK ELEVATION ` BARREL VAULT SKYLIGHT 10A G L. = 156'-2" PARAPET CO TYPE "A" EL. = 151'-6" 'b STANDING SEAM METAL ROOF ON RIGID O INSULATIONlk 3A ' EL. = 147' -1 1 " A2.17/1 I EL. = 146'-6" (�_ SINGLE SLOPE SKYLIGHT TYPE "F" o � 10A BASE FLASHING A2.17/2 _ - A2.19/17 B.O.D. SILL @ SKYLIGHT I = 45'-10" i _ - ILL @ SKYLIGHT EL. 1 t 7 2 EL. 144' 0 (- -�--- _ B.O.D. EL=143'-10" E J 14B B.O.D. EL.=142'-011 SEE ROOF PLAN FOR _ SHAFT - o / STEEL HEIGHTS ✓' o EL=142'-8" t - T I V - - -r SMOKE E IACUPTION GRILLES 'E "C-2' 14B RE. MECHANICAL CD A5.8/3A IN PTD. GYP. B . WALL o 1 I �• �" -"' .®®� .� .� ._._ ®r., PTD. FURR I o 1 I o eo `CLIP ANGLE DOWN BEYOI D 18A _ I I -� n l / ( �, J-MOULD ! SEASONAL LI�'HTING OUTLET � - I REFER TO DETr-, L A5.8/02 FOR ! ABOVE EACH�TRUSS, RE: - I ADDITIONAL NOTE AND DIMENSIONS` ;� c'll ELECTRICAL_ OR ADDITIONAL o o I ! ! �j INFORMATION �� .�/ j ( I I 5/8" GYP, BD. LEASE LINE I I o \ I ! ON SUSP. CLG. SYSTEM 18A ! D COURT FACE OF NEUTRALR n I I I I I I I RE. FLOOR PLAN FOR TYPE AND LOCATION I I I ! 5/8" REVEAL 18A ! U. LEV. EI-.=117'-6" I I I �• ! 5/8" GYP. BD. i i ---- ON 3 5/8" 18A .,MTL. STUDS 28 27 nno DETAIL230'-0" MALLSECTION SCALE. 3 1 0 „ I I ,� - n SCALE: 9'-01, TYP. t 19'-6" TYP. I 19'-6" TYP. t - 9'-0" TYP. 1'-6 TYP. ,,< -- - �---- TYP. iB.O.D. EL=142'-8" A2.17/210A SKYLIGHT G I OE _ _ I 611_� 8,_0 11 611 30' 011 SKYLIGHT 10A ,,_� 1 - " 1 6'-6" TYP. 16'-6" TYP. i 9'-0" TYP. I 4'-6"� O ;; 9' 0 TYP. -- TYP. A2.17/1 TYP. 1 ( 12 SMOKE EVACUATION I I B.O.D. EL=142'-0" n 2 0 4 FAN 6 11 8' - 01 1 6 1 1 4 n � nnn nnnnn 611- g°-0" �1 6" 1- - �� I I 1 13A STANDING ROOF � i� II I - A3.9/04 12 - `{' SMOKE EVACUATION GRILLE Ln t n I . oI RE: MECH. I CLERESTORY 9C ifl I A5.8/3A N PTD. PLASTER a, 011 8'-.10"� 5' 2" 4'-( 1- , 18A 5/8" GYP. BD. SUSPENDEn o = rRC;M STRUCTURE ON 18A I 0 FU RING CHANNELS LEASE LINE 0 24A GUARDRAIL t� I � I j I FACE OF NEUTRAL PIER J RE: FLOOR PLAN FOR j (I 21-0"�I TYPE AND LOCATION U. LEV. EL.=11co 7'-6" (VARIES) II � I ' � I I \ 106'-0' I � I I L LEV. EL=100'-0" (VARIES) I I (2' -0" 14'-0" 16'-011 -� TYPICAL MALL SECTION n - SCALE: 1/8" = 1'-O" L6 U�Q Q_ 5/8" "SNAP -IN" REVEAL, TYP CLERESTORY 9C / - A2.18/01 SIMILAR _ _ �lw WIN ® ®v (iceEN �- --�•■�® �'�� '' �Am��R Im m SMOKE EVACUATION FAN BASE SNAP- LOK FLASHING I B.O.D.=142'-O" (VARIES) SEE ROOF PLAN FOR , STEEL HEIGHTS TD. PLASTER EYOND �g -8 _ i I }- 411 s PTD. GYP. BD. 18A PTD. GYP. BD. 18C PTD. GYP. BD. 18A I I I O SCALE: 1/8" = 1'-0" ter- 6"x6" PORCELAIN TILE BAND t 18A LEASE LINE ,� I q-�- FACE OF NEUTRAL PIER 1 1 RE: FLOOR PLAN FOR co I TYPE AND LOCATION REFER TO PLANS FOR LIMITS OF SLAB i 28' 1- 0" � I 12 14 _ B.O.D.=140'-6" (VARIES) L1.77 SEE ROOF PLAN FOR yi` - - STEEL HEIGHTS _ , SMOKE EVACUATION _ - GRILLEiRE : MECH. ' BASE SNAP- o I A5.8/3A OPP. HAND LOK FLASHING I iI ° 8'-1011 5'- 2 011� 18A 5/8" GYP. BD. SUSPENDED V-611 = 1 I FROM STRUCTURE ON I 0 FURRING CHANNELS 18A -1 -1 I I LEASE LINE A3.9/06 I��j FACE OF NEUTRAL PIER 24A I I IRE• FLOOR PAN FOR I I U. LEV. EL. =117'-6" I � I 18A I I o o I I I I I REFER TP NSL LEV. - 11 ' I I j/__FOR LIMITS 0 SLAB 2, 011 3'-0"_h 10'-0" I_I i 26 �-011 / QP2 TYPICAL MALL SECTION SCALE• 1/8" = 1'-0" E 29 H TRUSS TYPE "A" STORY 18C cc 2 -0'' �� I TYPE AND LOCATION VARIES, REF: FLOOR PLAN - t �-I -- LEASE LINE FACE OF NEUTRAL PER RE: FLOOR PLAN FOR TYPE AND LOCATION I I I I ----------- --- W W Q Ia z x � II 0 0 fI (I z --- • A n /(fi V 1. .. LLJ W N ) z z _ n I I . 9C LERE 30'-0" 8'-0" 1 2'-0" - 8'-0" 1'-0" SEASONAL LIGHTING OUTLET E �•� a Lo ' 1'-0" J - �-- LOCATION, RE: ELECTRICAL FOR - A2.17/12 " RADIUS STEEL TUBE 16 ."-6� 4 0 " 4'-0 4'-0-f '-6'. '-6" _ _ - '� �- �� " �� ADDITIONAL INFORMATION 16 0 14B RE: STRUCTURAL 1 - 28 -0 16'-0 A2.17/07 OPP. HAND O TRUSS TYPE A fi ' 1 TOP OF SKYI IGHT A2.17/08 I RE. A9.4 i PTD. GYP. BD. I r- I I t ' TRUSS BRG. 18A LOUVER TYP� EXTEND TRUSS I - EL.=144'-9" �t I I LOUVER TYPE A3 25B REF. TO STRU. 25B j -I o �r OA EI_.=144'-6 11 I i T O.R EL. 144'-6"B.O.D. EL.=142'-0" (VARIES) 17 SEE ROOF PLAN FOR o J� B.O.D. i r STEEL HEIGHTS A _ EL. 142'-0" T.O.R.. EI_. 141'-4 l Tj 7/07 f TRUSS RG ' B.O.D. 6" TOP OF COLUMN SEASONAL LIGHTING OUTLET EL.=141'-4" - OPP D - Eo I 6 2 �� I LOCATION, RE: ELECTRICAL i C9 EL.=137' 5" I. B.O.D. FGR ADUTIONAL INFORMATION I __ 1 _ s - }� I - 1 ' - 7 3/411 EL. 136'-211 N � -. � I co e 1� � �o�--`��-- ' . T.O. VAULT- -I 1'- 3/4 14B- EL. 133'-511, - r' ° o - SEASONAL LNG, OUTLET,SPEAKERS,HVAC I I �C° " GRILLES, AND HVAC SENSORS @ 13'-8" A.F.F. 'SEASONAL LIGHTING 18A N o OUTLET LOCATION, RE: N ' EL. 130'-6'' - REF: MECH. AND ELECT. FOR ADDITIONAL INFORMATION E I I I I `° I I E 1'-- - I I ELECTRICAL 0"1, 01 5/8" GYP. BD. SUS _ 5/8" "SNAP -IN" FROM STRUCTURE 0 = N I I ADDITIONAL INFORMATION 0j 4" I I,6'-0" 112'-0" 6'-0' -� L VER TYPE "C' SB REVEAL, TYP. 2 -8 1,_0 _ = I I i FURRING CHANNELS 0 1 8 a 1 -8 0j o I I 24A ! PTD. STL. COLS.- 0j I� - LEASE LINE COL TYPE 1 @ COLUMN �2 PTD. GUARDRAIL GUARDRAIL I _ I A3.9/08 �. EUTRAL PIER i N o BASEEo �C I I 1 CHECK FLOOR PLAN FOR i TYPE AND LOCATION U. LEV. EL.=117'-6" it I I 1 I I I EL. 117'-611 N c0 1 NOTE :REFER TO PLANS A9.5/13 /-� SEASONAL LIGHTING, OUTLET,SPEAKERS,HVAC E o FOR LOCATION OF SEASONAL LIGHTING, OUTLET;SPEAKERS,HVAC r E I I 3A _ I n GRILLES, AND HVAC (SENSORS @ 13'-8" A.F.F. I I GRILLES, AND HVAC SENSORS @ 13 -8 A.F.F. I I I I I REF: MECH. AND ELECT. FOR ADDITIONAL INFORMATION NEUT RAL PIERS IERS � REF: MECH. AND ELECT. FOR ADDITIONAL INFORMATION _ I I- 1 I I- LEASE LINE PTD. GYP. BD. I '�' I I fE - �-- FACE OF NEUTRAL F I ftEFEOR LIMIQTSPLANOF SLAT \� I RE: FLOOR PLAN FOR E ET: BULKHEAD AND 18A .-1 •� NEUTRAL BAND - I I / I TYPE AND LOCATION S H i L. LEV. EL.=100' 0 i - T I A9.1/6 SIM. 2 -0 2 0 j� Q , -0 1 10'-011 26'-011 /'-'� 5 .8 00 17' -0" SEASONAL LIGHTING, OUTLET O N O TYPICAL ICAL MALL SECTION LOCATION, LOCATED @ 30'-0" 9303 +! Y I C A L MALL SECTION AD ELECTRICAL FOR SCALE; 'I/8" = 1 °-0" ADDITIONAL INFORMATION SCALE: 1/8" = 1'-O" DATE 3/21/94 - _. ' SKYLIGHT 10A - /A 2/10/94 AD 3/21 /94 17 17.5 18 18.2 y 18.8 19 19.5 20 ,21 4 �8.4 27.6 _ - 1�� PTD. STL. TRUSS 14B SHEET NOTES I N 1. REFER TO SHEET A0:2 FOR GENERAL NOTES EL. = 163 -0" O I � � � - --- - -- ��'� &SYMBOL INFORMATION. ! EL. = 161'-0" I 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE - - - I INFORMATION. ` STANDING SEAM 13A 3. REFER TO SHEET A4.2 FOR PARTITION TYPES 9C METAL ROOF INFORMATION. _EL_ 157'-2" _ ;}�- I 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE ' `tom - ------ ----- EL. = 156'-2" I - INFORMATION. o TRUSS TYPE K TF USS TYPE J E 5. REFER TO SHEET A2.9, A2.10, A2.11, A2.12, A2.13,- R A9.4 I I AND A2.14 FOR FLOOR FINISH PLANS. (I I 14B R . A9.414B A2.18/10 i u�( 6. REFER TO SHEET A1.3 FOR ENLARGED SERVICE , -� EL. = 151'-6" N COURT PLANS: I = B.U: ROOF 7. REFER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED 00 ENTRY PLANS. Lo 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, A3.6, A3.7 EL. = 146'-6" ' i' A3.8, AND FOR 'REFLECTED CEILING PLANS: TRUSS TYPE J _ I 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE PTD. YP. BD. LEASE PLANS. ' 14B -RE: A9.4 I EL . = 143'-6" ,J BEYO� D ,,-- "IO.REFER TO SHEET A5.1,A5.2,A5.3 & A5.4 FOR EXTERIOR r� ELEVATIONS. 18C I CLERESTORY B.O.D.EL. = i 43'-6" - I 1 1.REFER TO SHEET A2.15 FOR ROOF PLAN o _ 12.REFER TO SHEET A2.16 FOR SKYLIGHT PLANS I CD - SMOKE EXHAUST FAN 13.REFER TO SHEET A2.1, A2.2, A2.3, A2.4, A2.5, A2.6, A2.7 PTD. MTL.I DECK A2.8, AND FOR FLOOR PLANS. 18C I 128 ' I - cfl 14.CONTINUE VERTICAL CONTROL JOINTS THROUGH HVAC GRILLE 1 gq ADJACENT HORIZONTAL PLANES, TYPICAL. RE: A7.2 FOR - - - ADDITIONAL TENANT T PTD. GYP. BD. 'VAULTED INFO. BEYOND O T CEILING aBEYOND, z r I' BEYO D, zr RE: A7.2 RE: 7.2 - - o LEGEND 18A _ o N - -� J BOTTOM OF DECK ELEVATION �. I 00 r- p r/) 14B I COLUMN BASE �n RE: A9.2 COLUMN COLUMN TYPE "2" , t�N TYPE "3' i 17C RE: A9.2 I >T�I f RE: A9.214B O I NOEUTRALIPIER,ETYP, 17C O z COLUMN TYPE "2" I PAINTED GYP. BD. 18'-8" I RE: A9.2 A2.18/10 END PANELS 14B I 18C O �� SECTION SCALE: 1/4" = 1'-O" A A.5 EL. = 153'-7 1/2" EL. = 150'-7" - LOUVER TYPE "J" SIM. h EL. = 135'-9" r EL. = 132'-9" 28.4 5/8" RADIUSED GYP. BD ON SUSPENDED CEILING 18A 27.6 PTD. GYP. BD, FURR DN. 18A A A3.9/28 LIGHT COVE REFER TO A7.1/4 FOR ADD. INFO. I- r� N I W _I o - � I - o 20'-0" LINE OF TENANT WALL SHOWN DASHED PORCELAIN WALL TILE e SECTION SCALE; 1/4" = 1'-0" A5.8/2 SIM. SKYLIGHT 0 10A DEPT. STORE PARAPET BEYOND L T.O.P.EL. = 149'-5 1/2" ' 8A EL. = 146'-9 5/8"( = _ SMOKE PTD. METAL LOUVER 129'-2" EXHAUST FAN 25A _ I EXIT PASS I EXP. JT. c\j-------- p 8A B�I I VER m MAINTAIN OPENING 'BET' YOND� / N A2.19/24 FOR MAXIMUM AIR FLOti N �G/ LIGHT COVE EL. = 128'-6" 6" 18A 2'-0 10" EQ- EL. 125'-8" / / I _i,i I � rr r LOUVER TYPE "E" I 18AIII -� i 8A / 9A /-------- - -T 00 � � I i SEAL OFF EACH SIDE OF CEILING W/ MALL CORR. i PTD. PLASTER WALL EXTENDED TO DECK I RE: A3.9/5 SIMILAR , f 0 1 r I EL. = 106'-0" 1 I -IL PUBL.IIC TELEPHONES PORCELAIN TILE WALL PTD. WALL MOUNTED RECESSED HEATER, RE: MEP TYP. E FOOD COURT ENTRY SECTION SCALE: 1/ 8" = 1'-O" STANDING SEAM 88A G H METAL ROOF /// \� 30'-0" ( / 0 I Q I -i B.O.D. EL. = C:PENNEY 'D. GYP. BD. JRR DOWN :8A) UPPER LEVEL EAST ENTRY SECTION SCALE: 1/8" = 1'-O" STANDING SEAM 13A METAL ROOF SKYLIGHT Cl0A SMOKE EXHAUST FAN GYP., BD. SPANDREL 18A SUSP. RADIUSED 18A GYP. BD. CLG. PTD. GUARDRAIL W/ S.S. TOP RAI 24A WALL MOUNTED 01 nr.rrro z X. z O a i U z I � Q I W JA Z z® Ll a i i i I j '-0" J i i — — — — — — — — — — --- ---------- — — --- a i i ! SUPPLY AIR DUCT SUPPLY AIR DUCT _ _ EXIT N PASSAGEWAY ZIU C9 L A : �� - FIRE DAMPER AT 4" C-H STUDS 24" C. N I RETURN AIR ENCLOSURE A5.10/4 I - 5xj I ir) AND 5/8�AG (P. FT WALL LINER LINER I OFFSET MTL. STUD C°GYP. I - I I _ A5.10/04 I I 1 G (P. BD. SHAFT WALL LINER ON 4 ` 9'-0" - ADJACENT TO JOIST GIRDER +SLAB OPNG. - -- - C° C-H METAL STUD W/ 5/8" GYP. BD. 1'-1 1/8"/� \� 12 0 CLEAR SLAB. OPNG. ! _ - - - - - - _LOCATED ON EACH SIDE OF SUPPLY DUCT. EXIT SEAL AROUND OPENING COMPLETE. PSGWY• J 1 I 10'-8" SLAB OPENING SUPPLY AIR DUCT - ABOVE - LINE OF RETAINING' PERIMETER WALL (N RETAINING WALL c° REF: WALL SECTIONS y I o WALL BELOW, 4 C-H STUDS @ 24 O.C. 1� W/ 1" SHAFT WALL ER °' A5.10/0541TENANT I .I AND 5/8" GYP. BD. i 4 L6 SPACE UPPER LEVEL HVAC CHASE PLAN SCALE: 1/4" = 1'-0" LOWER LEVEL HVAC CHASE PLAIN -� UPPER LEVEL HVAC CHASE PLANW I. SCALE. 1/4 — - 11'—011 LINE OF CEILING LINE OF CEILING I I I BY TENANT T :�,....... BY TENANT . -. 1 5'-0" 60'-0" CONCRETE TOPPING — — — — — - ��ON METAL DECK *' OPENING IN EXIT PASSAGEWAY STEEL JOISTS 7'—Ol I RE: STRUCTURE TENANT SPACE 4" CONCRETE AND _ �_ 6 1/2" COP�IPOSITE o STEEL JOIST o co WALL FOR RETURN AIR I DECK SYSTEM �� DECK SYSTEM I RE: STRUCTURAL N N HVAC SUPPLY DUCT F ( I i I UPPER LEVEL I i N _ 5/8" GY - I �! ... P. BD. ON MTL. STUDS @ • I I RETURN AIR ENCLOSURE, SEAL COMPLETE .EXIT r I PASSAGEWAY -STEEL BEAM I _ - -- - EXTERIOR WALL REF: RE: STRUCT. I I o WALL SECTIONS I I I MECH NICAL DUCII I I ! .. r _ I T-= r= �- �- - �- FIRE DAMPER @ RETURN. AIR N I - - - - - - - - - - OPENING W/FIRE SAFING & _ o SEALANT @ PERIMETER OF OPENINGS _ �� --- -=- ------ T METAL T� T -.T�- . � ' �. -------.-- - -- ---- - �- SUSPENDED j •. �• •• .I o � , - - - - - - - - _ - - - - - I i DUCTWORK W/ INSULATION ,DUCT MOUSING - TRUSS GYP. BD. CEILING _ � I I 5/8 GYP. BD. ON EACH SIDE OF 3 5/8 MTL. RE:STRUCT. 1 HR. FIRE RATED Q STUDS @ 12" O.C. ON EACH SIDE OF SUPPLY DUCT HOUSING LINE OF FURR DN. I I g 76 ( DUCT @ FLOOR LEVEL SHOWN DASHED LINE r ' EXIT PASSAGEWAY WALL ( UPPER LEVEL @ EXIT PASSAGEWAY 1 I .., OF FURR DN. `-- 5/8" GYP. BD. FURR DN. ON TRANSITION DUCT WITHIN EXIT I _ _ -�• � - � 1-77 @ EXIT PASSAGEWAY 1'-3 1/4" 3 5/8" MTL. STUDS @ 12" O.C. PASSAGEWAY AND PRIOR TO ! o. N LINE OF FURR DOWN @- SECURED TO DECK AND TRUSSES ENTERING THE TENANT AREA I I I 1 EXIT PASSAGEWAY SHOWN I 0 SECURED TO DECK AND I I I j DASHED. 5 8" FIRE RATED IA TRUSSES I I _ / : - 1 `- '�' GYP. BD. C-H I TENANT FACE OF EXIT I STUDS 24" O C. WITH 1"- TENANT — — TENANT I I I SPACE f !� fi SPACE PASSAGEWAY WALL GYP. BD. HA LINER HORIZ. I I f I TENANT AND VERT. ND CONDITION F— N ! I SPACE I Q -- - ------ z II o TRANSITION DUCTWORK UNDER I CONCRETE SLAB EXIT PASSAGEWAY( - TRANSITION DUCT PRIOR -I TRUSS MEMBER AND HOLD THE I BY TENANT (N.I.C. I J CONCRETE SLAB o DEPARTMENT TOP Or DUCT TO THE DECK I ) TO TENANT SPACE � BY TENANT. (N.I.C.) ! STORE (BEYOND) OVER MALL COMMON AREA d e I I I I LOWER LEVEL ; I _------------------- i � I r FALL SECTION HVAC SHAFT SECTION onEXIT JANITORS CLOSET RESTROOM z SCALE: 1/4" - 1,-0„ SCALE: 1/4" = 1'-0" PASSAGEWAY t -S (1 B.U. ROOF ON RIGID INSUL. ON MTL. DECK A i BOTTOM OF DECK STL, BEAM. STRUCTURALRE: LINE OF CEILING \� i t BY TENANT ::.,.•.;. :.::.:--:.:..::t J ;' 1 HR. RATED TENANT N DEMIZING WALL TO DECK, -w - - - - - - FURR AROUND STRUCTURE o • TENANT SPACE STEEL JOISTS LINE OF DEPT. Q REF: STRUCTURE STORE SHOWN I ':i 6'-2 1/2' 9 1/2" DASHED 1" GYP. BD. SHAFT WALL LINER i ON 4" C-H METAL STUDS W/ 5/8" GYP. BD. 7' - 6" o EXTERIOR WALL REF: I WALL SECTIONS i 5 -6 (6 -0 @ J.C.P.) 2 -0 r— CONCRETE FLOOR ON DECK FIRE DAMPER @ RETURN. AIR I 1 (1 -6 OPENING W/FIRE SAFING & @ J. .P.) � BEAM, RE: STRUCT. ` SEALANT @ PERIMETER OF OPENING @ TRUSSBE - JOIST, RE: STRUCT. 1" GYP. BD. SHAFT WALL LINER ON 4" C-H METAL STUD ON 5/8" GYP. BD. ON EACH SIDE OF SUPPLY DUCT _ I = � _ - � UPPER LEVEL N- IN I - I I I I j I LINE OF CEILING ° -0 11 I=---j-�-----------�-- BY TENANT MAX. 5'-611 1'-6" ' I - HVAC SHEET METAL - - DUCTWORK I o DUCTWORK TRANSITION C° HOUSING OFFSET DUCTWORK I I of I I ( SHOWN DASHED N 5/8" FIRE RATED GYP. BD. ON 3 5/8" MTL. STUDS I I RE: WALL. SECTIONS @ EXIT PASSAGEWAY FOR ADDITIONAL INFO. �-- TRUSS `` SHOWN' Q - 5/8" GYP. BD. BY DASHED - I TENANT (N.I.C.) STEEL COL. REF: STRUCTURAL - I RE: STRUCT. LZ ----------i- I 5/8" IIRE RATED GYP. BD. ON EXIT I `I 5/8" GYP. BD. ON 3 5/8" SUSPENDED MTL, CEILING SYSTEM 3 PASSAGEWAY N N MTL. STUDS TO DECK I ' TENANT SPACEAA - LOWER LEVEL 1" GYP. BD. SHAFT WAt LL LINER - - - - - =I[T ON 4" C-H STUDS @ 24" O.C. IIII-III!-IIII-III!-IIII�I!I-IIII�IiI W/ 5/8" GYP. BD. SUSPENDS CEILINGill�lll-IIII-!-�11II� =lit - - - - i q — — IIIL II - L IIII " IIIL IIII=IIII—IIII_I171=III[-_ _ IIII=11,11111=_IIILIIII-IIII-IIIIIII-IIII - _ --1111^!ll_i=U1=III= II=111= DETAIL- - . IIII=IIII=IIII=II II-IIII=IIII- •=IIII-IIII- IIII-IIII- = II -III ^>TIT-ilIf-1T { SCALE: 1/2" 1, 0„ HVAC SHAFT SECTION L1 SCALE: 1/4„ = 1'-01' cn w 0 I TENANT SPACE 1" GYP. BD. SHAF- WALL LIN� � W ON 4" C-H STUDS @ 24" O.C. ' CEILING GYP. BD. SUS > LOWER LEVEL 4- Lu z 'z HVAC SHAFT SECTION Q ' SCALE: 1/4" = 1'-0" B.U. ROOF ON RIGID B.U. ROOF ON RIGID LIMIT OF HVAC SHAFT INSUL. ON MTL. DECK , INSUL. ON MTL. DECK ENCLOSURE BEYOND AV BOTTOM OF DECK I '- BOTTOM OF DECK - zvcn V) Ld LINE OF CEILING Fr w LINE OF CEILING Q `�' BY TENANT - Q BY TENANT > LINE OF CEILING LINE OF CEILING Q j BY TENANT BY TENANT T -- -- ----- — -------------- -- RETURN AIR ENCLOSURE SUPPLY AND RETURN 5/8 GYP. BD: ON STL. JOISTS, AIR ENCLOSURE STL. JOISTS, MTL. STUDS @ REF: STRUCTURE WALL. CONTINUE TO REF:STRUCTURE 16" O.C. TO DECK REF. PLANS UNDERSIDE OF DUCT - 1 HR. RATED TENANT DEMIZING -WORK ON THIS .SIDE . WALL TO DECK, FURR AROUND OF WALL HVAC SHEET METAL STRUCTURE AS SHOWNHVAC I 1 ' TENANT SPACE - 1 " GYP. BD. SHAFT WALL FIRE DAMPER @ RETURN AIR LINER ON 4" C-H STUD @ 1 HR. RATED TENANT DEMIZING OPENING W/ FIRE SAFEING AND 16" O.C. W/ 5/8" GYP. BD. I 5 WALL TO DECK FURR AROUND TO EDGE SEALANT AT PERIMETER OF OPENING I OF SLAB PERIMETER WALL STRUCTURE AS SHOWN I ) `_' BEYOND 1 GYP. BD. S AEA FT WALL LINER ON �...{ CONCRETE TOPPING 4" C-H STUDS @ 24" O.C. 5/8" GYP. CONCRETE TOPPING • ON METAL DECK BD. SECURED TO MTL. DE K & STEEL JOISTS TENANT SPACE ON METAL DECK _ UPPER LEVEL � `� � UPPER LEVEL � ' :.......... . ..... ....... ..... .. .... :..•.::.. ..... O -� LINE OF r....... OILING N ...... I .. c� ........... ... -- N L BY TENANT N I ry ��IT►T T F T 71 T , I METALSDUCTWORK I I I I I20'- I ( ( I .HVAC fi C° 5/8" GYP. BD. ON EXIT PASSAGEWAY FACE OF METAL STUDS SHOWN DASHED STL. JOISTS, REF: STRUCTURE 1 HR RATED TENANT 3 �9 STL. IJOIST I PERIMETER WALL I } BEYOND EXIT N FURR DN. @EXIT PASSAGEWAY DEMIZING WALL TO DECK I �`� REF: STRUCTURE PASSAGEWAY FOR RETURN AIR �EN NT SPACE- OPE ING I EXIT PA SAGE JAY' A CONCRETE SLAB FOR RETURN AIRR , 1" GYP. BD. SHA W�NER BY TENANT (N.LC' I LINE OF FURR I OWN Y ON 4" C-H STUDS @ 24" O.C. I IN EXIT P/ SSAG�EWAY W/ 5/8" GYP. BD. SUSPENDS I I I I��II I �( . ,�. � •. D�SHE CEILING LOWER LEVE- LOWER LEVEL - -ISHOIN - - - - - m � SHEET: = — i 1 = III— TI_� III I_IIII_1111=III III _III_III-11f!-!III-1!II-IIIIIIII-1,11-IIII-111�-!iIhIIII- III- _ _ _ _I i!II_Illl_IIII-IIII-IIII-IIII-!III-IIII-IIII-IIII_ IFEE=IIII= IIII=IIII=III!- IIII=111I 1=11I11-IIII IIII=IIII _III!-IIII _IIII=IIII-IIIIhIIII _ _ _ _ _ � - IIII E IIII=IIII=II!1=111T IIII I-I111=1111=1!!12iXZ 1!!I III! A J . 1 0! I- IIII=IIII EIIII= 1=11III-IIII=IIII- HVAC SHAFT SECTION HVAC SHAFT SECTION JOB No.: SCALE: 1/4" 1'--0" SCALE: 1/4" = 1'-0" 9303 E I DATE:' 3/21 /9 4 • • REVISI DNS:' •. � _ SKYLIGHT BEYOND • �<`. SHEET NOTES 2019 La 18_ O 1 % 1 REFER TO SHEET A0.2 FOR GENERAL NOTES 1 8 19 STANDING SEAM 13A 20 r & SYMBOL INFORMATION. na �= STANDING - METAL ROOF i • �I SEAM MTL. 2.-REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE i N I a INFORMATION. ROOF BEYOND MTL. PANEL ON 7/8 � 10A SKYLIGHT BEYOND FURRING' CHANNELS I_ O � CONTROL JOINTS, TYP. 3 INFORMATION. F R I P ' REFER TO SHEET A4 2 OR PA TIT ON TYPES .GUTTER FLASHING - `• � CEMENT PLASTER � � , MATION. 1 OA 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE WALL BEYOND INFORMATION. �. ❑❑ �1 ( EL. 163'-0'' -5. REFER TO SHEET A2.9, A2,10; A2:1 1, A2.12•, A2.13, - I- AND A2.14 FOR FLOOR FINISH PLANS. I CLERESTORY WINDOW I 1 I 9C `- � I� � I I EL. 161'-0" �,_ 6. REFER TO SHEET A1.3 FOR ENLARGED SERVICE - COURT , O BEYOND ❑I-� ❑ `� _ I Z - I IUD. „ 7. REcR T SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED I I EIEN 151 0 i a i - EL. 157 -2 I ENTRY PLANS. REFER TO SHEET A3.1, A3.2, A3.3,' A3.4, A3.5, A3.6; A3.7 f �� AND FOR REFLECTED CEILING PLANS. EL. 152'-6" 3' �I GUTTER FLASHING I ..L . I 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE BEYOND _ LEASE PLANS. ❑ A2.17/21 C' i 151 -0 10.REF_R TO SHEET A5.1,A5.2',A5.3 & A5.4 FOR EXTERIOR - + --- ---- --- ti I .�-- - - I----i ---- A2.17/21 ELEVATIONS, - - i - n ` i , i - ; , 1 1.REFER TO SHEET A2.15 FOR ROOF PLAN I I I - - -_ _ 12.REFER TO SHEET A2.1.6 FOR SKYLIGHT PLANS r - I I I I - - EL. 147-6" _ 13.REFER TO SHEET A21, A2,2, A2.3, A2.4, A2.5, A2.6; A2.7 EL. 145'-6" �, - - - - - - - ��- - - - - - - - `�' A2.8, AND FOR FLOOR PLANS. r----- ---- _ _ ____-----,--------- I' v cL. 145-6 14.CONTINUE VERTICAL CONTROL JOINTS .THROUGH ALL ADJACENT HORIZONTAL PLANES; TYPICAL. i �J--------- -- �. � I � I LEGEND ` - -- 11 , 1 T--- ------ EL. 141'-0 1 ---==----- / I - - - - - - - - - - EL. `'- 146'-6" BOTTOM OF. SCK ELEVATION �. ,n EL: 140 -6" - EL. 140'-6"_ EL. 135'-6" z ' TRUSS TYPE "C"�- I TRUSS TYPE ' EL. 135'-6" r NOTE: r REFER E E I `� • F R TO SHEET 5.6 , NOTE: ' REFER TO SHEET 5.6 o FOR ADDTIONAL INFORMATION • FOR ADDTIOt`!AL INFORMATION EL. 120'-6' �, UPPER LEVEL EL 120'T6 J, ER L EVEL�i' a UPPER � I GUTTER SECTION! GUTTERSECTION SCALE: 1/8" = 1'-0" • SCALE: 1/8" • LINE OF CEILING r . H.9 BEYOND }-{ LINE OF B.U. ROOF: ` G F.5 SKYLIGHTS PAINTED WOOD. 25 LOUVER BEYOND, BEYOND 10A TYP. , 10' 0" 8 0" - . ND SKYLIGHT , SPANDREL BEYO 147'_2, , GYP. BD, SPANbREi 18A A2.19/20 ( PAINTED: GYP BD. ELEV. = 149'-5 1 2'' �. T.O. PARAPET _ N - - _ ELEV. = 142'-0" i N . r % - i r - ) (r = �1 � I � < N ` z x -- i ELEV: = 136'-6„ -T- A3.9/26 1'-7 1/2" . = - - - - A3.9/19 BEYOND i � 6' g' PAINTED GYP. BD. -IN HINTED RADIUSED FURR DOWN � 5/8 SNAP CEILING I LINE � Q _ EA TYP. REV L, OF TENANT in - 18A HVAC SUPPLY HALL SHOWN I�GRILLE,18A I DASHED N.I:C. e U . PAINTED GUARDRAIL A3.9/3 TYP. ) N SEARS WITH S.S. TOP RAIL I Z , i� ELEV. = 123'-6" (N.1..) 24 Q PPER LEVEL U 1 JIM f A3.9/25 W ELEV. = 120'-4" I A3.9/23 BEYON I I 0 - > A3.9/26 = A3.9/19 BEYO D 15'-0" 15'-0" ii i i WALL MTD. PLANTERS PORCELAIN TILE 0 i , END NEUTRAL PIER 6" TILE BAND, TYP. ( I I . Z i HVAC SUPPLY j _ 17C GRILLE, TYP. 18A PAINTED GYP. BD. BULKHEAD PAINTED GYP. BD..18A = o PAINTED EXIT PASSAGEWAY DOORS NEUTRAL BAND 18A I 1 I I'I LONER LEVEL I . + �- i ELEV. = 106'-0" FINISH FLOOR I A3.9/27 i I I rp, ELEV. = 100'-0"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; BUILDING SECTION l� _ SCALE: 1/8" 1'-0" a • w- E D.8 D.7 u D C PAINTED WOOD A 25 LOUVER BEYOND, ; z 10A SKYLIGHTS BEYOND TYP. INTERIOR 1 " E:J. 11 3/8'' 7'-0 5/8" i 8'-4 3/4" 7'-5 3/4" 145'-0" LINE OF B.U. ROOF i A2.19/20 ELEV. = 1.47'--0"" �- 18A SPANDREL BEYOND I I i T.O. PARAPET f ` I I I I I r ELEV.: = 145'-0" r-- LINE OF .CL7' BEYOND I I I I I I II I I I I6'-9 1/4"� 1'-701/2' A3.9/26 B.O.P. A3.9/19 BEYOND I ; L I00 r-�r-� r-�r -� T r-�r-� r-�r-� a� '-I ELEV. _ 139'-3'' _ - _. ---- ELEV. 136'-6-{ r ELEV. = 133'-6 s HVAC SUPPLY 11'-0 5/8" I PAINTED GYP. BD. �o , 8A 8'-0119'-011 GRILLE, TYP. L. 15'-0" I 9'-0" 4'-0" 1 11- FURR DOWN 18A IPTD. GYP. BD., TYP.- I 24 +I Oor•PA6'-4 3/4"PAINTED RADIUSED E CEILING Ao. O WITH S.S. TOP RAIL WALL M TD. PLANTERS PARISIA 1I oo (N. 1. 0 I ELEV. = 120' _ 6' i A3.9/25 I UPPER LEVEL - - I A3.9/23 BEYOND I ELEV. = 11771 '-4" 12'-0" 15'-0" 15'-0" A3.9/26 I II _ Tm A3.9� /19 BEYOND LINE OF TENANT o TILE BAND, TYP. PAINTED GYP. BD. WALL SHOWN 3A NEUTRAL BAND PORCELAIN TILE ONO 18A A3.9/3 END NEUTRAL PIER DASHED (N.I.C.) O . 5/8" „SNAP -IN" PAINTED GYP. BID. SIM. �I i _ REVEAL, TYP. BULKHEAD I PPAINTED ASSAGEWAY ADOORS SHEET: ELEV. 103 0 -I--T--- - - -------------T------� ELEV. 100'-0"LOWER LEVEL -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - ---------- i A3.9/25 SIM. ': f i JOB NO BUILDING SECTION @ PARISIAN SCALE: 1/8" 1'-0„ 9303 i DATE: - 3/21 /9 4 - T 1 .rr. 0 . 0) rn w ry Z i,.w w , w J L BOTTO EL. 12 0 TOP OF PARAP EL. 144'-1 1 1 THRU-WALL SCUPPER REF. ROOF I I PLAN FOR LOCATIONS. LOCATE BOTTOM OF SCUPPER 4" ABOVE LOW POINT OF ROOF, TYPICAL A2.19/6 I I BOTTOM -OF ,METAL DECK _ 7 EL. 138'-8" I �` FIRE SAFING 3/8"CEMENT PLASTER ON METAL LATH ON BUILDING PAPER ON 1/2" SHEATHING 8" 18 GA. METAL STUDS AT 16" O.C. BATT INSULATION (R-19) BACKER ROD AND SEALANT 1/4" PRE -MOULDED JOINT MATERIAL CONCRETE SIDEWALK U.L. FINISH FL 123-6" ;-AREA OF BACKFILL RE: A6.3/4 FOR ADDITIONAL INFO. PROTECTION BOARD ON BENTONITE WATERPROOFING SYSTEM I CT) I , i I 7' - 6 1/2 I, PREFINISHED MTL. COPING I I PRE -FINISHED METAL PANELS ON FURRING CHANNELS i i BASE FLASHING I I A2.19/8 I 4" CANT STRIP I I ! BUILT-UP INSULATION 1 i t i METAL DECK i I BUILT-UP ROOFING L 1 RIGID INSULATION (R-32.6) , 1 I ROOF DRAIN RE: ROOF PLAN i JI 8„ ' I 5/8„ i � L� 8 1/2'1' j STEEL COLUMN I EXPOSED STRUCTURE RE:STRUCTURAL RE: STRUCTURAL I I 1 / 5/8" FIRE CODE GYP. 5/8" FIRE CODE GYP. �/ BD. SHOWN DASHED BD. - TYPICAL - EXTEND I I I BY TENANT (N.I.C.) `-� TO BOTTOM OF DECK { li II EXIT TENANT PASSAGEWAY �jl SPACE I 11 I 5 7/8''8 1/2' '' 9 1/2" 5'-6" (MIN.) 5/8"- CLEAR 1'-611 MECHANICALLY FASTENED FIRE RATED 1/4" MASONITE PANEL BASE FLASHING 4 CONCRETE ON METAL DECK PREFINISHED METAL COPING A2.19/8 YL•iiiA PRE -FINISHED PANELS ON METAL FURRING CHANNELS i TOP OF PARAPET EL. 147'-0"- 3/8" CEMENT PLASTER ON MTL. LATH A2.19/20 A • 7 ON BLDG. PAPER ON 1/2" SHEATH INC ' SNAP LOCK FLASHING 1 " E.J. W/ REGLET BUILT-UP ROOFING EXPANISION JOINT - \�� RIGID INSULATION (R-32.6) COVER & COPING TOP OF DEPT. STORE PARAPET METAL. DECK \ EL. RE: DEPT. STORE PLANS BASE FLASHING ( I I 4" CANT I A2.19/6 _ ROOF DRAIN RE: i 1 .� 8" - 18 GA. MTL. STUDS ROOF PLANS FIRE SAFING111 Nil IIII IIII III III II I II i i IIII 1 _ I BOTTOM OF METAL DECK REF. ROOF PLAN A2.15 —: Ij I I' EXPOSED STRUCTURE L RE: STRUCTURAL I it I . II I I I� EXIT I I TENANT PASSAGEWAY I SPACE 5'-6" (MIN.) 5/8" 5 3/8" CLEAR I I 5/8 FIRE CODE GYP. II I 5/8" FIRS CODE GYP. ' BD. ON 3 5/8" METAL i BD. BY TENANT (N.I.C.) STUDS - EXTEND TO I ` j SHOWN DASHED BOTTOM OF METAL III EL. 139'-10" @ L.P. o j — �� i FULL BATT INSULATION 1 17/8I 8" x 18 GA. MTL. STUDS @ 4'-0" O.C. SECURED TO DECK MALL CONTRACTOR TO PROVIDE AND I @ JOIST SEAT INSTALL EXPANSION JOINTS AT THE INTERFACE BETWEEN THE MALL I BUILDING AND DEPT. STORE AS I STL. JOIST FOLLOWS: i RE: STRUCT. 1. 'NALL TO CEILING EXPANSION JOINT AT INTERIOR MALL I CONCOURSE OR CORRIDOR CEILING; SURFACES THAT ABUTT THE DEPT. STORE WALL. I 2. WALL TO WALL EXPANSION JOINTS AT BOTH THE INTERIOR I MALT_ CONCOURSE WALL SURFACES_ AND EXTERIOR MALL BUILDING i WALL SURFACES THAT ABUTT L j THE DEPT. STORE WALL 3. FLOOR TO WALL EXPANSION JOINTS ALONG ENTIRE FLOOR TO WALL INTERFACE WITH OOR TO EXPOSED STRUCTURE RE: STRUCTURAL EACEPTION OF FL tE STEEL COLUMN ' FLOOR EXPANSION JOINT I RE: STRUCTURAL_ LOCATIONS DESCRIBED IN NOTE #4 4. FLOOR TO FLOOR EXPANSION JOINT AT THE DEPT. STORE TENANT ENTRANCE TO THE MALL - MALL I EXIT CONTRACTOR SHALL PROVIDE 1/2 I PASSAGEWAY I SPACE OF FLOOR TO FLOOR EXPANSION JOINT TO DEPT. STORE CONTRACTOR FOR HIS INSTALLATION AT DEPT, 6",( ) STORE SIDE OF EXPANSION JOINT - CLEARMIN . 5/8" 4 1/2" MALL CONTRACTOR TO INSTALL MALL SIDE OF EXPANSION JOINT i 5/8" FIRE CODE GYP. DEPARTMENT STORE L - 1 U.L. FINISH FLOOR EL. 120'-6'' T.O. CONCRETE EL. 120' - 5 1/2'' FINISH FLOOR L. 1 19'-0" j T.O. CONCRETE EL. 1 18' -1 1 1/2'' FIRE SAFING — BD. ON 3 5/8" MTL. STUDS EXTEND TO DECK i MECHANICALLY FASTENED 5/8" FIRECODE GYP. BD. I FIRE RATED 1/4" BY TENANT (N.I.C.) MASONITE PANEL I ON CONCRETE M TALFDECK P I _ FLOOR FINISH BY I o i TENANT (N.I.C.) i i CONCRETE COMPOSITE METAL DECK i TOP OF CONC. RAMP EL. VARIES IL------- ----------- -------- u II I II � II 5/8" FIRECODE GYP. BD. ON 3 5/8'' MTL. STUDS - EXTEND TO BOTTOM OF METAL DECK I I EXIT PASSAGEWAY I I, 5'-6" (MIN.) 5/8'' CLEAR EXPOSED STRUCTURE RE: STRUCTURAL TENANT SPACE 4 1/2" 0 O7 I Q z x cn U z V) W i y _z � Q n y�g DECK II I FACE OF FUTURE DEPT. STORE i TEM I MECHANICALLY FASTENED FIRE I 5/8" FIRECODE GYP. BD. BY TENANT (N.I.C.) CONCRETE RETAINING WALL I" ` I' RATED 1/4" MASONITE PANEL SION JT. RE: STRUCTURAL SLAB KEYWAY, TYPICAL I I I FLEXIBLE/COMPRESSIBLE EXPANSION JT. I 1 E. L MECHANICALLY FASTENED FIRE CONCRETE FOUNDATION i I MATERIAL BY TENANT (N.I.C.) RATED 1/4'' MASONITE PANEL RE: STRUCTURAL r N I I CONCRETE SLAB BY TENANT(N.I.C.)I I _ BACKER ROD AND ..ONLR J 1 5 SEALANT o i UNDERSLAB EARTHWORK BY TENANT(N.I.C.) FUTURE DEPARTMENT STORE 11� ) ,� PREFORMED JOINT FILLER I L.L. FINISH FLOOR I Q SLAB KEYWAY, TYP. -N I ilI I 3" SAND COVER BY TENANT (N.I.C.) EL. 103'-0" i L- INISH FLOOR CONCRETE SLAB I I '-0" — 3" SAND COVER BY TENANT(N.I.C.) F------ RE: PLANS FOR — — — \-- ! EL. 106'-0" LIMITS 1 VAPOR BARRIER BY TENANT (N.I.C.) L i l TOP OF CONC. RAMP L TOP OF CONC. SLAB �— . __ .�. _. r _ -� L.L. FINISH FLOOR L L. 105'-1 1 1/2" �- --•- -� -�- - ( 101'-6" -� EL. VARIES 1=III—��1 _ „ __ - i - L.L. TOP OF CONC. SLAB �_ w _ I .- -- --- -- =I!II -IIII-Ii 7 7-I11i 7! I I11=1 I�: ' ' _ II I1�-IIII =MIL-IIII -=III =IIII EL. 101'-5 1/2„ ' I i = I I=1i = II - - _ - - - - . , �� =j--� IIITIIII— I�I—�I�-11!I-IIII-11Il�lli-llll—IIII '� .. � .�. � �. �o _ ( r—'j�-(`—_ —111 I 1 r ILII �I - III " II111 • �, — Ii� = REFER TO SHEET A2. , FOR SCOPE OF =I1�1� Nl= =IIII BENTONITE WATERPROOFING SYSTEM III UNDERSLAB EARTHWORK BY TEN —AN i(N_I'_LBY TENANT (N.I.C.) CONCRETE SLAB ►I=LI III 3„ SAND COVER =I = = =1 I I ENGINEERED FILL / UNDERSLAB IIII= III �I EARTHWORK BY SITE CONTRACTOR REFER TO SHEET A2.1 III CONCRETE FOOTING —IIIII —ljjl II FOR SCOPE OF BENTONITE IIII R'. STRUCTURAL EARTHWORK ^IIII III1-IIII1j ) ill III IIII IIII— WATERPROOFING SYSTEM VAPOR BARRIER '___-- IIII=1I II IIIII= IIIII= 1—Ilf�il Illll I ICI , ), III =IIIII Ilkll=I1L1I1A1f=I= 1I =III 1111III BYSITECONT_RACTOR A REFER TO SHEET A2.1 FOR SCOPE I IIII l —I ICI l —11111 �I III I=IIII�TIIII I =IIIII =IIII! _I IIIII I I I - IIIII ^IIII I =IIIII =IIII OF BENTONITE WATERPROOFING 3" SAND COVER CONCRETE SLAB BY TENANT (N.I.C.) SYSTEM REFER TO SHEET A2.1 FOR SCOPE VAPOR BARRIER OF .BENTONITE WATERPROOFING SYSTEM BY TENANT (N.I.C.) ENGINEERED FILL/UNDERSLAB EARTHWORK BY SITE CONTRACTOR VAPOR BARRIER BY TENANT(N.I.C.) OIL WALE 'SECTION WALE SECTI .� WALL O�oI SECTISCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-1'-0"i V SCALE: 1/2" = 1'-0" i �I I I t � a 1 I -.� SHEET: A6.1 JOB NO.: 9303 I DATE: 3/21 /9 3 _ N VJ n dr pe) �.i:.(jj. Q r- u cV Z- w u w _ 4 J Q I_ I •K.9 A2.19/8 6' I "` --1 TOP OF PARAPET EL. 132'-0" _ STUD SUP.. CONNECTION @ DECK CLOSURE ANGLE�� @16"O.C. 1 BOTTOM OF METAL DECK VARIES 1 I FIRE SAFING-----A2.19/6 BATT INSUL. (R-19) ) I v 1 3/8" CEMENT PLASTER ON MTL. LATH ON BLDG. PAPER ON 1/2" SHEATHING I PRE -FINISHED METAL PANELS ON METAL FURRING CHANNELS RIGID INSULATION BUILT UP ROOFING BASE FLASHING (2) 3/4" FIRE AND PRESSURE TREATED PLYWOOD. 4" CANT FIRE TREATED WOOD METAL DECK EXPOSED STRUCTU RE: STRUCTURAL / STEEL POLUMN RE: STRUCTURAL SECURE CMU WALL TO STUDS @ 48'' O.C. MAX 8 7/8" 1' -1 1/2 4. 5/8" GYP. BD. CEILING ON SUSPENDED CEILING SYSTEM i C.M.U. WALL 8" 18 GA. METAL STUDS AT 16" O.C. a BATT INSULATION (R-19) RESTROOM DAMPPROO1. FINC I FLEXIBLE COMPRESSIBLE �\ EXPANSION JOINT MATERIAL \ W/ BACKER ROD AND SEALANT CONCRETE SLAB U.L. FINISH FLOOR RE: PLANS FOR LIMITS EL. 106'-0" � I t U.L. TOP OF CONC. SLAB EL. 105'-11 1/2 i I 1 IIII V11 1► III I- I� 11I11 111111��111111 CONCRETE 1111 `=` I7,-7 =-I11 II --III_ II 1—ill�l---IIII_; PAVING 'fl(—I I=IIII= III —IIII — IIIIII IIII11 CONCRETE FOOTING BEYOND — SHOWN DASHED RE: STRUCTURAL L VAPOR BARRIER 3" SAND COVER ENGINEERED FILL W/ UNDERSLAB EARTHWORK BY SITE CONTRACTOR WALL SECTION SCALE: 1V2" = 1,_O" N I 00 0 I 3/8" STUCCO ON MTL. LATH ON BLDG. PAPER ON 1/2'' SHEATHING / TOP OF PARAPET �� J EL. 142'-8" ! EXPANSION JOII\U COVER 1 " EXPANSION JOINT LENGTH TO BE COOORD. W/ DEPT. STORE J TOP OF DEPT. STORE PARAPET EL. RE: DEPT, STORE PLANS � 9 j Q.19/9 � I � 9 FIRE SAFING FULL BATT INSUL I BOTTOM OF METAL DECK EL. 134'-6" @ L.P. MALL CONTRACTOR TO PROVIDE AND INSTALL EXPANSION JOINTS AT THE INTERFACE BETWEEN THE MALL _ BUILDING AND DEPT. STORE AS o FOLLOWS: ' 1. WALL TO CEILING EXPANSION j JOINT AT INTERIOR MALL — CONCOURSE OR CORRIDOR ' CEILING; SURFACES THAT ABUTT I THE DEPT. STORE WALL. �1 f 2. WALL TO WALL EXPANSION JOINTS AT BOTH THE INTERIOR MALL CONCOURSE WALL SURFACES AND EXTERIOR MALL BUILDING �} WALL SURFACES THAT ABUTT -1 THE DEPT. STORE WALL 3. FLOOR TO WALL EXPANSION JOINTS ALONG ENTIRE FLOOR TO WALL INTERFACE WITH EXCEPTION OF FLOOR TO FLOOR EXPANSION JOINT LOCATIONS DESCRIBED IN NOTE #4 4. FLOOR TO FLOOR EXPANSION JOINT AT THE DEPT. STORE ENTRANCE TO THE MALL - MALL CONTRACTOR SHALL PROVIDE 1/2 OF FLOOR TO FLOOR EXPANSION JOINT TO DEPT. STORE CONTRACTOR 1 FOR HIS INSTALLATION AT DEPT. j STORE SIDE OF EXPANSION JOINT - ! MALL CONTRACTOR TO INSTALL MALL SIDE OF EXPANSION JOINT U.L. FINISH FLOOR v� EL. 117'-6" U.L. TOP OF C(TC. SLAB EL. 117'-5 1/2" � I AREA OF BACKFILL RE: A6.3/4 FOR ADDITIONAL INFO. WATER DRAINAGE SYSTEM (EXTEND PROTECTION BOARD TO BOTTOM OF SLAB. OVER WATERPROOFING SYSTEM.) TYPICAL. CONCRETE RETAINING WALL RE: STRUCTURAL 1.5 MECHANICALLY FASTENED FIRE 1.0 RATED 1/4" MASONITE PANEL CONCRETE FOOTING _ RE: STRUCTURAL =fill I III -, iI FII11SH FLOOR _ TOP OF CONC. SLAB EL. 99'-11 1/2" 3" SAND COVER ' VAPOR BARRIER / ENGINEERED FILL REFER TO SHEET A2.1 FOR SCOPE OF BENTONITE WATERPROOFING SYSTEM - PRE -FINISHED MTL. COPING A2.19/20 I I ni ul T I {n nn�rinln I —STL. JOIST RE: STRUCTURAL- -MALL CEILING BEYOND TENANT SPACE FLOOR FINISH BY TENANT CONCRETE COMPOSITE METAL DECK STL. JOIST RE: STRUCTURAL TENANT SPACE PREFINISHED METAL COPING TOP OF PARAPET - EL. 149'-5 1/2" 7 - 5' A2.19/8 I ROOF DRAIN RE: ROOF PLAN RIGID INSULATION (R-32.6) BUILT-UP INSULATIONS BASE FLASHING THRU-WALL SCUPPER4" CANT I ` RE: ROOF PLAN FOR - - FIRE TREATED WOOD , ADDITIONAL INFO. FIRE SAFING BOTTOM OF METAL DECK I I I IIII I I I I ITti�It LOW POINT = 140'-0" v� STUD SLIP CONNECTION I a @ DECK CLOSURE ANGLE <i I @ 16" O.C. A / STL. JOIST RE: STRUCTURAL STEEL COLUMN I-> <� RE: STRUCTURAL EXPOSED STRUCTURE RE: STRUCTURAL EXIT i PASSAGEWAY I TENANT PROVIDE BREAK i @ STUD @ P.B.A.— > 5/8" FIRECODE GYP. I I SPACE BD. ON 3 5/8" MTL. @ 13'-0" A.F.F. \ / STUDS @ 16" O.C. I 5/8" FIRECODE _ (EXTEND TO BOTTOM I GYPSUM BOARD BY 5/8" OF DECK) I TENANT (NIC.) I 1 SIM.CONDITION 8 7/8" 5/8" SCALE: 1/2" = 1'-O" 5'-6" CLEAR MIN. I 1'-0 7/8" I 3/8" CEMENT PLASTE " N METAL LATH ON BUILDING PAPER ON 1/2" SHEATHING I I FULL BATT INSULATION ., I z x � FIRE RATED 1/4" - I MECHANICALLY FASTENED FIRE -! 1 8" 18 GA. METAL > MASONITE PANEL RATED 1/4" MASONITE PANEL STUDS AT 16'' O.C. APPLIED W/LIQUID NAILS TO DEPT. I STORE WALL Z i i z CONCRETE COMPOSITE FIRE SAFING o I U 5/8" FIRE CODE GYP. BD. BY TENANT (N.I.C.) SHOWN DASHED 5 1/8" MECHANfCALL'( FASTENED FIRE RATED 1/4" MASONITE PANEL FLEXIBLE/COMPRESSIBLE EXPANSION JT. MATERIAL BY TENANT (N.I.C.) CONCRETE SLAB BY TENANT(N.I.C.) C------------ ��mill=1'L fill=ills-IIII=IIII 'I=III`-11'=1lEIIII=1iil= l ll�� II_ ill!=IIII=IIII-IIII REFER TO SHEET A2.1 FOR SCOPE OF BENTONITE WATERPROOFING SYSTEM BY TENANT (N.I.C.) ENGINEERED FILL / UNDERSLAB EARTHWORK BY SITE CONTRACTOR 3" SAND COVER BY TENANT (N.I.C.) VAPOR BARRIER BY TENANT (N.I.C.) MALL SECTION SCALE: 1/2" = 1'-O" I METAL DECK - �— FLOOR FINISH BY TENANT (NIC.) e £ Z r� ' U.L. FINISH FLOOR EL. 123'-6" — I T.O.C. �/ -` L. 123'-5 1/2" SLIP CONNECTION @ DECK CLOSURE ANGLE I I I I \ i W i > V) w ' Li I z z I �- ! I I 5/8" - 8 7/8" BATT INSULATION (R-19) DAMPPROOFING FLEXIBLE COMPRESSIBLE EXPANSION JOINT MATERIAL •W/ BACKER ROD & SEALANT STL. JOIST RE: STRUCTURAL 5/8" FIRECODE GYP. BD. ON MTL. STUDS @ (EXTEND TO BOTTOM OF DECK) \� L.L. FINISH FLOOR CONCRETE SLABRE: PLANS FOR EL. 106'-0" i LIMITS I L.L. TOP OF CONC. SLAB EL. 105'-1 1 1/2 _ 11 -�III iif1=11111�ilil " _ I TjTj� Il it l l�If CONCRETE �(�I I �illll (IIII !{1IIII = —I SIDEWALK 111i1=fill=11111� I Illl��{ ! Il=� Iltl(�jj�llllI��illl= lll�hl��ll= l_ IIIII`IIIiI Ill =ICI-= 3" SAND COVER VAPOR BARRIER ENGINEERED FILL REFER TO SHEET A2.1 FOR SCOPE OF BENTONITE WATERPROOFING SYSTEM LL r I EXPOSED STRUCTURE RE: STRUCTURAL TENANT SPACE i x i E �r SLAB KEY. TYPICAL _ BACKER ROD AND SEALANT (N.I.C.) — i FLEXIBLE/COMPRESSIBLE EXPANSION JOINT MATERIAL (N.I.C.) O I CONCRETE SLAB BY TENANT (N.I.C.) r, 7Im T71r IIIII=IIII=11 II ILII- I I I ENGINEERED FILL ` 3" SAND COVER BY TENANT (NIC.) L L I ' VAPOR BARRIER BY TENANT (NIC.) ` I REFER TO SHEET A2.1 FOR SCOPE OF BENTONITE WATERPROOFING SYSTEM x SHEET BY TENANT (NIC.) .' I CONCRETE FOOTING •. I RE: STRUCTURAL i, 1 A6.21 'I JOB NO WALL SECTION 9303 SCALE: 1/2" = 1'-0" r F- r o o' I TOP OF PARAPET A2.19/16 0 EL 143 5 /2 118'-7 1/2''_ J' o I TO PR F PANEL 8" ST • , .. 18 GAUGE E O STUDS u @ NOTE: G.C. SHALT_ PROVIDE EL. OF2 -8 INIS I 16" O.C.A2.19/20 HED METAL P lEl I I A2 19 20 EXPANSION JOIN T COVER MNCLUD T o 8" STUDS18 GAUGE @ EXPANSION JOINT COVER BUILT-UP GID ISULATIOOf�N (R-32.6) BACKFILL CO ADJACENT o TO BUILDING INCLUDING THAT AREA BEYOND 5 -0" FROM o' 1" EXPANSION JOINT 16" 0 C THE FACE OF THE BLDG. WHICH 1 " EXPANSION JOINT AS EXCAVATED BY THE SITE , �� MECHANICAL UNIT METAL SIDING ON DING ON CHANNELS CH CONTRACTOR METAL SIDING FURRING C LS I J FURRING CHANNELS N METAL DECK II PARAPETFLASHING�- - - - - - R DEPT STORE P S - PRESSOR - BASE CONCRETE RETAINING BUILT-UP ROOFING I TOP OF DEPT. STORE PARAPET 3 „ WALL. E STRUCTURAL - g A L. REF; i -� I ; � -� TIRE AND E MECH UNIT ROOF CUR d E L. RE: DEPT. STORE PLANS TREATED D PLYWOOD _ f EL F• LAN .,. I. . DETAIL I U SCALE: 1 I1/2" = 1'-0" I�� RIGID INSULATION R-32.6 I FIRE SAFING 4" FIRE TREATED WOOD CANT sA(� UFACTURER � r NIT E FOOTING REF. STRU ( ) 19/9 , 1.0 _ z l FUL SUL I CONTINUE T ECK & . F CT I .. F I METAL DECK A2 19/9 � L BATT IN - 0 MECH. A2. � � o S w PROTECTION BOARD ON IT ! .� ------ - - - BASE FLASHING w % u AREA L WATERPROOFING SYSTEM P - - RIGID INTO I i, U N - /4" FIRE AND PRESSURE EL 137'-9"E@ LOW POINT \ u :.I � I () BOTTO AL DECK- 2 3 TREATED PLYWOOD .� • i ! I L.L. BEYOND i rr . I 4" FIRE TREATED WOOD CANT I \ I �, FIRE SAFING 1 I !' EL = 106 -0 - FULL BATT INSULrD I I STEEL BM BEYOND cn BOTTOM OF METAL DECK r-rll II EL. 135 -4' Q LOW POINT /'' ill�lll I111 III III I `� I� CIO MALL CONTRACTOR TO PROVIDE. AND, z T r, INSTALL EXPANSION JOINTS AT THE INTERFACE BETWEEN THE MALL I " MALL CONTRACTOR TO PROVIDE AND I I R, o BUILDING AND DEPT. STORE AS ) I INSTALL EXPANSION JOINTS AT THE FOLLOWS: EXPOSED STRUCTURE BUILDING AND DEPT. STORE AS II INTERFACE BETWEEN THE MALL I RETAINING I �I I P I �,IL TO CEILING < f� TA I i °� I IOI (� WALL SECTION 1 �i I WOIINT AT INTERIOR MALL SION I oy RE: STRUCTURAL FOLLOWS: SCALE: 1/4" = 1'-0" CONCOURSE OR CORRIDOR I TL. JOIST 1. WALL TO CEILING EXPANSION CEILING; SURFACES THAT ABUTT _ -.$ JOINT AT INTERIOR MALL y THE DEPT. STORE WALL. a I RE: STRUCTURAL I CONCOURSE OR 'CORRIDOR _,_�• REF: A3.9/19 I CEILING; SURFACES, THAT ABUTT i 8" STUDS @ 4'-0" O.C. THE DEPT. STORE WALL. I 8" STUDS @ 4'-0" 0.C: I ' SECURED TO DECK & STUDS --------.------- ----------- REF: A3.9/19 � _SECURED TO DECK &STUDS ALL WORK BY I I @- PAf�APET - - - - - - EXPOSED STRUCTURE N SITE CONTRACTOR 2. WALL TO WALL EXPANSION RE STRUCTU JOINTS AT BOTH THE INTERIOR I MALL CEILING BEYOND I 2. WALL TO WALL EXPANSION MALL CEILING BEYOND R L \ I I JOINTS AT BOTH THE INTERIOR LIMITS OF, EXCAVATION MALL CONCOURSE WALL SURFACES ON BY SITE CONTRACTOR AND EXTERIOR MALL BUILDING '� I MALL CONCOURSE WALL SURFACES i 5/8" FIRECOD GYP. WALL SURFACES THAT ABUTT AND EXTERIOR MALL BUILDING BD. ON 3 5/8'. METAL STUDS. THE DEPT. STORE WALL _t 1. E:J: WALL SURFACES THAT ABUTT 1 E'J' - I II EXTEND TO BOTTOM OF BEGIN SLOPE @ = REF: A3:9/17, A9.1/3, A9.1/5 I I f THE DEPT. STORE WALL / DECK METAL, D - EDGE OF FOOTING ! = o REF: A3.9/17, A9.1/3, A9.1/5 I 6'-0" MIN. CLEAR ! 5/8 5 1 8 ^L. I UNLESS NOTED ! OTHERWISE I i (REF PLANS) I , 5/8" FIRECOD I GYP. BD. BY 1[ENANT I. (N.I.C.) I I _ U) v), I I z x �:..I. „. 0R T0 WALL - WA LL S CE S A �EXCEPN OF FLOOR PASSAGEWAY FLOOR EXPANSION LOCATIONS DESCRIBED IN DESCRIBED I D E NOTE: G C SHAL PROVIDE NOTE REF A3 / 3 _ -. N _ LOCATIONS E N• I N NOTE R F A3 / 3 : BACKFILL COMPLETE ADJACENT, I # I ? Z LOCATIO D 4. FLOOR TO FLOOR EXPANSION 9r2 I ASOINIT O :. B INCLUDING 4• _ L FASTENED ARE BUILDING 5 0" 'ROM = THE DEPT STORE FLOOR EXPANSION TOR EQUAL) M CHANICA LY FA 1 JOINT AT AOORION JOOORAT TH_ DEPT. STORE ( U E I I 0 ` THE BLDG.WHICH ENTRANCE TO THE MALL - MALL ENTRANCE TO -THE MALL - MALL it GYPSUM B ., TYP • .... Y THE E R SHALL R SHALL PROVIDE / •.° SITE � WAS EXCAVATED B F I I I ... R CONTRACTOR _ _ 0 FLOOR?EXP OF FLOOR FLOOR EXPANSION Z CONTRACTORI ,- STEEL COLUMN BEYOND _ STEEL COLUMN BEYOND � CONTRACTOR PROVIDE 1/2 OF FLOOR TEXPANSION I I F JOINT TORE CONTRACTOR RE. STRUCTURAL R o RE: STRUCTURAL (� :. OIN TO DEPT S JOINT TO DEPT STORE CONTRACTOR FOR HIS INSTALLATION AT DEPT. FOR HIS INSTALLATION AT DEPT. T - f EDGE OF MALL I - RETAINING WALL STORE SIDE OF EXPANSION JOINT - I FLOOR FINISH - STORE SIDE OF EXPANSION JOINT I I FLOOR FINISH t MALL BY TENANT )Lu 1 .5 MALL SIDE TOF EXPANSION JOINT BY TENANT (N,I.C.) E I Q ` XPANSION JOINT L FOOTING REF / 5 RACTOR TO INSTALL .- . .. MALL ( A3 � • (N.I.C.) INSTALL REF: A3.9/25 MALL SIDE OF I TENA III 1.0 I U.L.FINISH F------------------ '------ - - ---- I U.L. FINISH FLOOR (I N L 117 6 - - _ EL 117 6 _ FINISH FLR. 0 i� CONIC. B E , „ � , ; U.L. U. P OF CONC. SLAB Ld :.: - .... L.110 -5 1/ONC� EL 117 5 1 2" I • P OF SLAB L. TO - / T I z NOTE: FIN. FLR. ELEV I 7 EXCAVATION PROVIDED BY lI I I I h_ 11 _1-1I -DEPTI P TOR E FLOOR DEPT STORE FLOORSITE CONTRACTOR IN ACCORD (NC II _ Q WITH ALL REQUIREMENTS(N.I.C.) l = Illl I I I i 4 FIRE SAFING I I = EXPOSED STRUCTURE `' FIRE SAFING RE: STRUCTURAL_ EXPOSED' STR CTURE Jj RE: STRUCTUR L FACE OF DEPT. STORE i FACE OF DEPT. STORE r L J (N.I.C:) MALL CEILING BEYOND (N•1.C•) I MALL CEILING BEYOND G.C. SHALL PROVIDE BACKFILL - NOTE: G.C.' SHALL PROVIDE. EARTHWORK FOR ALL AREAS OF THE SITE ' K UNDERSLAB __ I - CONTRACTORS EXCAVATION WHICH OF MALL BUILDING � v- ARE PENETRATED BY THE G.C. I NOTE #1 . i I I I co � � I DEAL - SCALE: 1/4" - 1'-0" I 5'-6" MIN r CLEAR �/8 i 6,_0" MIN. CLEAR 5/8" I UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE (REF PLANS) (REF PLANS) I I I ; 61-01, I TENANT I SP CE 13/16" ' 2 7/16" i _ I 5/8 FIRECODE GYP. I 5/8" FIRECODE GYP. 2 1/8'' I BD. ON 3 5/8'' 200A. MTL. I PAINTED 1/4" MASONITE PANEL BD. ON 3 5/8" 200A. MTL. I 1'-7 15/16"� 3 13/16" I STUDS - EXTEND TO I (OR EQUAL) MECHANICALLY FASTENED I STUDS - EXTEND TO BOTTOM OF METAL I TO GYPSUM SD:, TYP. BOTTOM OF METAL r � I DECK SECURED TO I I = DECK SECURED TO II 5/8'. FIRECOD A9.5/3 I 7 11/16" 3 3/16" I BOTTOM OF BEAM I o BOTTOM OF BEAM W/ CLIP ANGLE I _I W/ CLIP ANGLc GYP. BD. NANT P. BY E (N.I.C.) , 6 1/16 3 11416" b I EXPANSION CONNECTION I '�' EXPANSION CONNECTION 4 1/4" I PAINTED 1/4" MASONITE PAND j NOTE # 1 I 5/8" FIRECODE I (OR . EQUAL) ECHANICALI_Y FASTENED 3X6X3/16 STL. TUBE GYP. BD. BY TENANT (N.I.C.) L TO.GYPSUM 9D., TYP.' P-3• -� I EXIT i TENANT EXIT ,•. i PASSAGEWAY( i SPACE PASSAGEWAY i STEEL BRACKET PLATE SECURED TO WALL - NOTE #2 �I I SLAB KEYWAY, TYPICAL NOTE #2 I SLAB KEYWAY, TYPICAL 3X6X3/16 PAINTED �4" n Q �I I I FLOOR FINISH I FLOOR FINISH STEEL TUBE J� / 4•,, Q n* I BY TENANT (N.I.C.) r I BY TENANT (N.I.C.) (�! NOTE #3 REF: A3.9/22 OR A3.9/23 I I NOTE #3 REF: A3.9/22 OR A3.9/23 A9.5/2 �' - I _ CONCRETE SLAB - CONCRETES B (D� ONOTE #4 REF: A3.9/25 SIMULAR I 0j I BY TENANT (N.I.C.) �j I BY TENANT (N.IIC.) NOTE #4 REF: A3.9/25 SIMULAR EXTERIOR WALL > �� FP DEPT. STORE I CONCRETE SLAB ¢ ( UNDERSLAB EARTHWORK CONCRETE SLAB UNDERSLAB EARTHWORK A9.5/1 (N.I.C.) T RE FLOOR \ i RI!: PLANS FOR I I BY TENANT (N.I.C.) (N•PC.) TORS FLOOR R :PLANS FOR i BY TENANT (N:I.C.) ITS L.L. FINISH FLOOR \\ I -� - - - _ _ L.L. FINISH FLOOR EL. 100'-0" � r d�- e __�EL 100' 0" „ L.L. TOP OF CONC. SLAB I :_ _ *- - - _ / _ - _ - L.L. TOP OF CONC. SLAB 3 DIA. STD. TUBS --��, I - ,--��-- - 6 0 - - �- �- ,�- .o T-11=I�I_IIII11 0o WELDED AND PAINTED T F'- 99'-11 1/2" � II---11-IJ11 1111� -_ EL. 99'-11 1/2" a�� H77111� -� . I _ - � II_II�=1� 1111=11111�1 - _ - --- - ----- - - - - I=SILII �IIIII�IIII = (�- II I - �=1 1-III IIIII 'III= I -III-1 1= 11=III=11� illy--� II- I 11=TIT=TIT--,,,- CONCRETE FOUNDATION \ (- CONCRETE FOUNDATION all RE: STRUCTURAL = _ RE: STRUCTURAL -- IIIII-11. -= IIIII BLDG. PARAPET. __- I 3" SAND COVER I 11111=IIilllilILIII III 3"SAND COVER BY TENANT(N.I.C.) 3" SAND COVER - • VAPORI - I ! VAPOR BARRIER BY TENANT(N.I.C.) VAPOR BARRIER BUILT-UP ROOF SYSTEM ENGINEERED FILL/UNDERSLAB ENGINEERED FILL/UNDERSLAB EARTHWORK BY SITE CONTRACTOR ENGINEERED FILL/UNDERSLAB EARTHWORK BY SITE CONTRACTOR EARTHWORK BY SITE CONTRACTOR REFER TO SHEET A2.1 FOR SCOPE OREFER TO SHEET A2.1 FOR SCOPE 4'-O" 2'-0" OF BENTONITE WATERPROOFING F BENTONITE WATERPROOFING REFER TO SHEET A2.1 FOR SCOPE OF BENTONITE WATERPROOFING SYSTEM SYSTEM BY TENANT(N.I.C.) SYSTEM CONCRETE FOUNDATION RE: STRUCTURAL CANOPY SECTION WALL SECTION SCALE: 1/2", = 1'-0" SCALE: 1/2" = 1'-0" ! _TILT -III -I� II III=�=11� ILII � IIII�-IIIII 1= � Illill =1 � IIIDIIIII . IIIII=ILIII-I1111- ILII IIII III -1 1-- 3" SAND COVER BY TENANT(N.I.C.) VAPOR BARRIER BY TENANT(N.I.C.) ENGINEERED FILL/UNDERSLAB SHEET: EARTHWORK BY SITE CONTRACTOR REFER TO SHEET A2.1 FOR SCOPE ' OF BENTONITE WATERPROOFING SYSTEM BY TENANT(N.I.C.) CONCRETE FOUNDATION RE. STRUCTURAL JOB NO,: WALL SECTION 9303 SCALE: 1/2" _ 1 '-0" DATE: ' 3/21/94, . - , . t t,-,. :. - r" 1 .:1.. _ s - , - i.-... t , _. _._ .. � -.- a ...':. .. - -:.�_. .: _..-_.. ...: ..:-.' v �/� ... -..., _ v.e .. .r - _ _ .-. __. _ - _. _ 1 - ... _ - - i _ < :_re _ _ _.::_. REVISIONS: 1. J : I HED METAL COPING A2.19 8 _._. _ - - Q. =.T-._ _ - _ - . "' . ,... _,; _._ _ PRE -FINISHED PANELS o .'."`) :.z ON METAL FURRING CHANNELS I f / r TOP OF PARAPET W.`w;w , >- , F- � I a .Qp ,� - EL 146'-5 1/2" A2.19 20 A.9 I '4 , �, - . 3/8" CEMENT ,PLASTER ON 'MTL. LATH -9 i ON BLDG. PAPER ON 1/2" SHEATHIN 1?' i 11 1/8 9-7" 0'-4 3/4" 4 1 SNAP LOCK FLASHING 1 E.J. SEE STRUCTURE FOR SPACING , I VJ/ REGLET 1. ' - ;' BUILT-UP ROOFING OF FRAMES, TYPICAL. I T.O.P. EL. 144'-8" - PREFINISHED METAL COPING . `I EXPANISION JOINT " � . - _ 1. i"i, :, I COVER &'COPING r` RIGID INSULATION (R-32. ) I I . I . 1 ir~i T.O.S. L. 151'-0" I METAL DECK /' --r r �i A2.19/8 TOP OF DEPT. STORE PARAPET `° J ---� FL. RE: DEPT. STORE PLANSi ) BASE FLASHINGI ) 1 TEMPORARY'FLAS1-11NG I 1/2" SHEATHING TAPED @ JOINTS i . 1 . - ! I 4" FJ,FRE,_TREATED WOOD ANT �A2.19/26 ( PREFINISHED METAL PANELS ' '' A2.19/6 N ON METAL FURRING CHANNELS 1 _ ROOF DRAIN RE:% 8" _ 18 GA. MTL. STUDS I 1. - _ ROOF PLANS - @ 4,_0" O.C.%4" PIPE STRUT. W/ BASE PL. -I . FIRE SAFING I �� . co -1 4'-0" j 1'-1 , . �_-, 3/8" CEMENT PLASTER °� . I r I JJI Iil IIJ JJ I I III I JJI I JIJI Iilillllll li II ��,1 BOTTOM Or METAL .DECK{ F r REF. ROOF PLAN A2.15 _ - i ON1/2" SHEATHING. 0 3/8 CEMENT PLASTER - ,/ / j IRE SAFING ; �L. 139 10 ©L.P. - �, ON MTL. LATH ON BUILDING i� / �_ PAPER OJ�J 1/2" SHEATHING (� 6" _ ^ i BUILT-UP ROOFING , 8" PIPE, RE: STRUCTURAL RIGID INSULATION of I / ,/ /,/ - � '(�"I A2.19/9 I METAL DECK � r`' 1 i 8" METAL STUDS © L METAL DECK WITH CLOSURE ANGLE - FULL BATT INSULATION - i ! 16'' O.C. INFILL Q SECURED TO METAL PERIMETER \ I I € BASE FLASHING I l 1/2" FLASHING ON 7/8" FURRING i ( ) /EXPANSION r4 STUDS TYPICAL W /� J 4 FIRE TREATED SLOT CONNECTION / { _ �TIOOD CANT ' CHANNELS. REMOVE PRIOR TO � I I I / 6 9U o I DEPT. STORE MALL CONSTRUCTION 1 7/8" I . i � -) I / I I. TAPE .ALL SEAMS .W/FIBERGLASS 8" x 18 GA. MTL. . TAPE � STUDS ©4'-0" O.C. I A2.19/25 B.O.D. EL. = 136'-2" . / I A2.19/13 I {, / . MALL CONTRACTOR TO PROVIDE AND SECURED TO DECK ' / ' SIM. 1 ©JOIST SEAT A.9 PAINTED MTL. CANOPY b 91 INSTALL _EXPANSION JOINTS AT THE C� I I I �, INTERFACE BETWEEN THE MALL 1 - - - __ BUILDING AND DEPT. -STORE AS 1 - EXPOSED STRUCTURE NOT SHOWN FOR CLARITY ,_ � I 1 FOLLOWS: - STL. JOIST - ? - . I RE: STRUCT. RE: STRUCTURAL RE: A6.3/3 �, r 1. WALL TO CEILING EXPANSION I 8" 18 GAUGE METAL __ z JOINT AT INTERIOR MALL I STUDS @ 16" O.C. � I _� _ p a CONCOURSE OR CORRIDOR T.O.S. EL. VARIES A2 19/6 \ �-_ CEILING; SURFACES THAT ABUTT I - __, THE DEPT. STORE WALL. 1 I \ fl . I 1.A2.19/8 I <----STEEL COLUMN T.O.P. EL. = 132'-6"XRE:STRUCTURAL . 2: WALL TO WAi_L EXPANSION 1 - r JOINTS AT BOTH THE INTERIOR STEEL JOIST MALL CONCOURSE WALL SURFACES 1 \ 3/8" CEMENT PLASTER � RE: STRUCTURE AND EXTERIOR MALL BUILDING I ON MTL. LATH ON BUILDING - WALL SURFACES THAT ABUTT 1 I - PAPER ON 1/2" SHEATHING `�' - TkIE DEPT. STORE WALL .�:L:_ I ) . . . B.O.D. EL. = VARIES I 3. FLOOR TO WALL EXPANSION I 1 JOINTS ALONG ENTIRE FLOOR I - i _ TO WALL INTERFACE WITH STEEL BEAM EXCEPTION OF FLOOR TO 1 RE: STRUCTURE _ FLOOR EXPANSION JOINT I STEEL COLUMN-PREMANUFACTURED FIBERGLASS- LOCATIONS DESCRIBED IN I RE: STRUCTURAL DECORATIVE LOUVERS L `SS .NOTE #4 1 R��E SCREEN SECTION ��JN N 4 . . \"--",( . SCALE: 1/2" = 1'-p" I 4. FLOOR T 'FLOOR EXPANSION I � Q METAL DECK WITH CLOSURE ANGLE I JOINT AT SHE DEPT. STORE I SECURED TO METAL PERIMETER . 9 1 1 ENTRANCE: TO THE MALL - MALL I EXIT TENANT N STUDS (TYPICAL) W/EXPANS ON STEAL COLUMN CONTRACTOR SHALL PROVIDE 1/2 PASSAGEWAY SPACE STEELRE:STCOLUMN t OF FLOOR TO FLOOR EXPANSION Q SLOT CONNECTION I 1 I JOINT'T0 DEPT. STORE CONTRACTOR I 6 9 . . � .PAINTED METAL LOUVERS Q FOR HIS INSTALLATION AT DEPT. 5'=6" MIN._: STORE SIDE OF EXPANSION JOINT - I CLEAR ( ) 5/8 4 1/2" - ' MALL CONTRACTOR TO INSTALLall `� IQ I I Q 9 m Q BD. ON METAL STUDS MALL SIDE OF EXPANSION JOINT I � �r._-115/8" FIRE 5/8" FIRE CODE GYP.. BD. ON 3 5/8" MTL. '(� 3 5/8" 16 GA. METAL STUDS T0. DECK WHERE STUDS EXTEND TO DECK T:O.P. EL. = 147'-2" _ ~�`�`,,I ® 16" 0•C• APPLICABLE ' PREFINISHED METAL COPING o Q I PREFINISHED METAL PANELS � TEMPORARY WALL• it MECHANICALLY FASTENED 5/8" FIRECODE GYP. BD. � ON METAL FURRING CHANNELS � I +� U} �!3 ' 1/2" SHEATHING ON 8"-18 GAUGE I FIRE RATED 1/4" BY TENANT (N.I.C.) A2 19/8 Q TENANT I z MTL. STUDS ©16" O.C. TAPE ALL MASONITE PANEL I Q SPACE 0 Q . SEAMS W/FIBERGLASS TAPE SECURE I r I 3/8 STUCCO ON METAL I STUDS TO STRUCTURE ABOVE & I CONCRETE RAMP -I 4'-0" ( 1'-1" LATH ON BUILDING PAPER BATT INSULATION (R-19) I I-- � FLOOR BELOW { ON METAL DECK - / ON 1/2 SHEATHING A9.1/2 1 *_ .� 1 - FLOOR' FINISH BY = 6" I BUILT-UP ROOFING I I I � V) REMOVE TEMPORARY WALL PRIOR � TENANT (N.I.C.) `j � RIGID INSULATION (Q � TO OCCUPANCY OF MALL I � ' 1 E.J. BASE FLASHING - METAL DECK O �1 I CONCRETE COMPOSITE N I A2 19/9 4" FIRE TREATED WOOD CANT U METAL BECK b) • 1 FULL BATT INSULATION I I METAL DECK WITH 'CLOSURE a r. ANGLE SECURED TO METAL z I PREFINISHED MST - U.L. FINISH' FLOOR% I - . AL COPING � PERIMETER STUDS (TYPICAL) � ______6_A ill I � W/ _ EXPANSION SLOT CONNECTION I { B.O.D. EL. = 141 -0 W I 11 � 1 �y CONCRETE ON 1 .__ �.0. L. 1 18NCR1T1/�„ 1 1 U.L FINISH FLOOR METAL DECK 1 II o 117'-6" . . . . .. .. _ .... (n I _ - -- I �.... - r ._..�, ., a , oo r ®d" aa. s.�°„'. V'" ` °:.: eb.:... ::... 1 1 /2„ W dl? . I , A2.1 9/6 L 6 � ,�ao.L f � . r 1. r 9 . �. 6 1 1 . 1 9/8 . . .. . . r- - .. . RUN SHEATHING PAST 1 T.O.P. EL.-.138'-0. . I1 - ... . STRUCTURE TO STUD I -IAII�l Q . I - I 2 I EXPOSED STRUCTURE 3/8" STUCCO ON MF_TAL � . L. - RE: STRUCTURAL LATH ON BUILDING PAPER 1 - . .. ' TEMPORARY WALL: - ON 1/2" SHEATHING �� (------STEEL COLUMN I RE:STRUCTURAL .1. 1/2" SHEATHING ON 8"-18 GAUGE i I. MTL. STUDS @ 16" O.C. TAPE ALL 1 B.O.D. EL. = VARIES i . . . . . I SEAMS W/FIBERGLASS TAPE SECURE ) STEEL JOIST STUDS TO STRUCTURE ABOVE & 1 . FLOOR. BELOW I o I RE: STRUCTURE II 1.�- STEEL BEAM { I � k_ RE: STRUCTURE CONCRETE FOUNDATION . - . REMOVP TEMPORARY WALL PRIOR I o I r RE: STRUCTURAL TO OCCUPANCY OF MALL I - RE P �D.STRUCTU 5/8" FIRECODE GYP. I . . 1 RE: ESTRUCTURAL 1 BD. ON 3 5/8" MTL. 1 I. STUDS -EXTEND TO METAL DECK WITH CLOSURE ANGLE SECURED TO METAL PERIMETER .. - I . BOTTOM OF METAL DECK � . I STUDS (TYPICAL) W/EXPANSION . , . - SLOT CONNECTIO AREA. OF - . ' `. . . . I {11 - BACKFILL RE: A6.3/4 FOR - EXIT I - TENANT 1 EXIT" TENANT 81 18 GAUGE METAL .: ADDITIONAL:INFO.. - SPACI- STUDS @ 16" O.C. PASSAGEWAY I SPACE PASSAGEWAY E6.x _ _ . I PREMANUFACTURED FIBERGLASS I J. I I - - 1 _ DECORATIVE LOUVERS , . cl .:. 5'-6" (MIN.) 5/8 4 1/2" - .. ... . 11 . CLEAR = J� � : 1 6 5 -o MIN. 5/8 1/8 . 1.PAINTED METAL LOUVERS ( ) 1 i PROTECTION BOARD " CLEAR I . ON BENTONITE 1 1 r 5/8" FIRE CODE GYP. - WATERPROOFING SYSTEM - .. r I BD. ON METAL STUDS - 5 TO DECK /8" FIRE CODE GYP. II 5/8" FIRE QODE GYP. 1 FACE OF )I Q .. - . BD. ON 3 5/8" METAL BD. BY TENANT (N.1.C.) pq i . FUTURE- DEPT. STORE I .._ - . - . .. - - . 3 5/8" 16 GA. METAL STUDS . . STUD M M_ _ Q .. D�CKE j ' O OF METAL i � ; rn I Q 16 O.C. I 1 5/8" FIRECODE GYP. BD. BY TENANT (N.1.C.) i ." _ . - - Ii 111 Io III - 1 1 E.J. MECHANICALLY FASTENED FIRE IQ IIII__ _ . . - 1 ;?- 1 I RATED 1/4" MASONITE PANEL IQ TENANT III1=1I : N - I L SPACE =IIII � IIII RE:' TRUCTURALN -- WALL r I - . r I o - Q IIII-IIII- . . - MECHANICALLY rASTF_NED 1 FUTURE DEPARTMENT STORE I FIRE RATED 1/4" FLEXIBLE/COMPRESSIBLE EXPANSION JT. 1 L.L. FINISH FLOOR I I Q =IIII-IIII =III MASONITE PANEL 1. MATERIAL BY TENANT (N.I.C.) r „ SLAB Kr_YWAY, TYP. A9.1/2 EL. 103 -0 1 I IIII =IIIII BACKER ROD AND 1 1 L.L. FINISH FLOOR _ i11 3" SAND COVER BY TENANT(N.I.C.) 10 BAIT INSULATION (R-19) = I - II =_ CONCRETE FOUNDATION SEALANT I i t EL. 101'=6" y Q IIII=IIII-II RE: STRUCTURAL r o I F 11 IIII =IIII -IIII- ,• PREFORM JOINT r ILLER FINISH FLOOR IIII- III _ EL. 10 TOP OF -SLAB �. __ _. _ _ 9. 1_ �a _. EL. 106,_0" =IIIII 1 II -IIII= SLAB . SYSTEM 3" SAND COVER I. REEFER PLANS FOR CONTINUOUS BYTENANT I (N ISCST ' . I - It �1Tf11=1f i I �' . _ _ -= - .. . _. _� TOP OF CONC. SLAB IIII IIII VAPOR BARRIER _ T - .:. i Tf(I r=ifl i r=lffffl=r-�--=1 = _ -- - -- o _ + �- �.%- _ LIMITS 1 REF • SHEET A� 1 FOR SCOPE ) I!Iilll I I-�� - 1 0"EL. 105 -11 1/2 -) l __-1111=1 =IIII' I UNDERSLAB EARTHWORK .1 . . - _.. _, , _. _ _ ; IIII-IIII-IIII- :�:., .:.::,:..:..: .:.... �' i= III BY TENANT(N.I.C.} _ - - - - _ _ -;._: - - - - - =1IIIi III = I CONCRETE SLAB -III1-1 II=IIII= =IIII= =11I -Ili �R .. � I = II. M=1� ITD9f�1=1 III IIII�IIII- 11 1111=IIII=IIII=III=IIII=11 = 1T�=1 I -`11 -IIII IIII-ll�-=,III-IIII=1 IIII CONCRETE SLAB&m4 � I { - REFER PLANS FOR 1 -I -" - 1- 11 - �, III - - - = 1 U.L. FINISH FL* OR LIMITS -IIII-IIII IIII= 111I= =IIII I i-11�I = Ii=' II=IIII=iIIIIIII = Il II -III -III IIIII= ��..�_�. ��.___ I- II_ II II ;�i I1111{I I =IIIII 120 -6 - = _ ®� IIII= 3" SAND COVER BY�TENANT(N.I.C) } - REFER TO SHEET A2.1 IIII- 1 U.L. TOP OF CONC. SLAB - Ii =III=IIII° �" -' - Y-' --� -- - _ FOR SCOPE OF BENTONITE 11 = CONCRETE FOOTING = II �_ - - - _ - - - ;,�;..,.;,., _ _ - _ - ( ) =III = VAPOR BARRIER BY TENANT N.L.C. WATERPROOFING SYSTEM _IIII 7 L RE: STRUCTURAL, _I 11 120'-5 1/2" _ _ �11�=�=I = ��--� � - -_ - 11- =�1 1 =1- _ REFER TO SHEET A2 1 0 - - I .:. IIIII- -TII=IIII=IIII=Iil llll=1111-rIT=�=IIII- =rT- - 1 11=��1{fi=�f�( �- _ IIII -_ II - = _ -= I !_ I=IT-�=ii l F R SCOPE IIIIIIT11 =IIIII ��-IIII= I� i - i i- I =1 I� IIII = _ =1 = _ _ _ = _-IIII IIII== OF BENTONITE WATERPROOFING = - _ - _ _ _ - - III III I (I II. III -IIII=II II-111=IIII=111--IIII- _ _ - SYSTEM BY TENANT N.I.C. �I►II{-IIIII IIII IIIII- IIIII- IIIII-IIIII - IIIII -IIII IIII-IWI-IIIII-IIIII- --� IIII 1=1T(I- r =1 = II=IIII=IIII=IIII= ( ) 1I E11=4 =IIIII={IIII _IIIII =I III I -1111I 1IIII =-IIII =IIIII - IIII - I IIII IIIII =11111 IIIII [III- ER 3 SAND COVER BY TENANT(N.I.c.) III - III 3" SAND COVER =IIIII- i =1 _ CONCRETE SLAB BY TENANT N.I.C. - III=IIII- VAPOR BARRIER BY TENANT(N.I.C.) =IIII- - --IIII=IIII= ENGINEERED FILL/UNDERSLAB SHEET: ( ) IIII-I - - - - _ - III- REFER TO r _ - 1Ibmmmd - _ RT B . = - - 2.1 FOR SCOPE =�= 3" SAND (COVER � I IIII EA NWORK Y TENANT(N.I C.) R SHEET A REFER TO SHEET A2.1 FOR SCOPE IIII = - = _ - - - - �;IIII- OF BENTONITE WATERPROOFING REFER TO SHEET A2.1 FOR _ j ;;� VAPOR 3ARRIE OF"BENTONITE WATERPROOFING IIII�IIII=IIIf=IIII=IIII=) Il= �_� =11I=IIII �_ �=IIII SYSTEM BY TENANT(N.I.C.) VAPOR BARRIER SCOPE OF BENTONfTE I ENGlAIEERED FILL/UNDERSLAB SYSTEM BY TENANT (N.I.C.) ENGINEERED FILL/I . " ENGINEERED FILL/ ENGINEERED FILL/ -WATERPROOFING SYSTEM I EARTHWORK. 9 A6. 4 . �. BY SITE CONTRACTOR VAPOR BARRIER BY TENANT(N.I.C.) UNDERSLAB EARTHWORK BY UNDERSLAB EARTHWORK BY UNDERSLAB EARTHWORK BY . ,. SITE CONTRACTOR SITE CONTRACTOR SITE CONTRACTOR WALL S E C T I O N SCOPE OF BENTON T•E FOR O, I . I . � 6 . 9 6 1 1 . . ;4 11 . I i � ! JOB- N WALL SECTION C TEMP. WALL ; - 1'-0 I WALL SECT! 0 N 9303. P� .M'1 I - 6 1 1 .1 . I 1 3 SCALE: 1/2" _ " 1/2" = 1' 0" 1 _ „ , . 19 1 1.4.1, ISCALE: WATERPROOFING SYSTEM SCALE: 2 - 1 0 L�1 / REVISION NOTE REVI 11 �ArE ADDED ROOF SCREEN SECTION, DETAIL 4 � ;1 . 3/21 /9 4 1 , . ,. ,_., - - __ - . - _ _.-_.:.,__r - _.__ _ - _ _---_ ._ _ --- - - - _.. _ _ _-. _ - _ . , ,., -- - -- . _ . .: - .. _ .. - a - f I I - - - - ,_ , I . r. -. _ . . ,V - .. - - - .. - -._ -r. _ ... _ -.-. . . .--I-- .., ., - - _ _ _ I _ -,..,._.,...t_ �_.- - _ _.o _s. - J Pry - -. - -_ _ ) M. : __ _. .. 1 , .. _ J ;_ - CA y . 1 .. - _ - ., - N - - . Z I W `W W . f. :� _ - . o' - A.9 . - . .. . 4 -5 3/' 1 1 . I . - - �� , . : TOP OF PARAPE - y � EL 142'-8" . % . A.9 PREFINISriED M �L COPING 4' , r PRE FINISHED METAI PANELS ;111! A2.19/8 ON FURRING CHANNELS �I : \,, I 4; -, - � 1 BASE FLASHING T.O.P. EL: = 140'-8" A'I FIRE TREATED WOOD CANT .,. ` I - I . IK_FIN SHED METAL COPING • PRE FINISHED METAL PANELS _ N METAL FURRING CHANNELS THRU-WALL SCUPPER REF. ROOF BUILT-UP INSULATION - . , A2.19/� PLAN FOR LOCATIONS. LOCATE BOTTOM 1 .. I 4'-011_ - - � �1)-1 It OF SCUPPER 4" ABOVE LOW POINT r- I - . . - ,F OF ROOF, TYPICAL 3/8" CEMENT PLASTER FIRE SAFING A2.19/6 METAL DECK ON MTL. LATH ON BUILDING ,,I A2.19/9 I BUILT-UP ROOFING M,m- • PAPER ON 1/2" SHEATHING "�` i BUILT-UP ROOFING RIGID INS CATION ' . / I RIGID INSULATION (R-32.6) METAL DECK WITH CLOSURE ANGLE �A, METAL DECK , %'�x / SECURED TO METAL PERIMETER / I \ BASE FLA HING STUDS (TYPICAL) W EXPANSION I I ROOF DRAIN P-, ST ( L) / I RE: ROOF PLAN � SLOT CONNECTION �� , 4" ALL WOPD 7 CANT II :: :: ! !;: : I : I !! i \v r IF - - B.O.D. EL. = 136'-6" I / . BOTTOM OF 1 O©(]0� ��Q�� U METAL DECK I I IIIM1111►IIIII I , 1 r � PAINTED MTL. CANOPY I 11, 1 EL. 135'-4"L.P. RE: A6.3/3 r --,c--=---------i�I IINOT SHOWN FOR CLARITY I I�., , _ �• I _ / II I�7x_ !�_,_ ; o �� j I cn - 8" 18 GAUGE METAL r- -_� -1 I FIRE SAFING STUDS @ 1.6" O.C. I- � -1 i - z : . A2.19/6 � I I ,a - I {---STEEL C LU!MN ' w T.O.P. EL. = 132'-9" A2.19/8 r.--("'-r \ RE:ST UC U AL . ' • 3/8" CEMENT PLASTER � 8 7/8" ! 5/811 ON PATL. LATH ON BUILDING 1 - PAPER ON 1/2" SHEATHING . - r I STEEL COLUMN I EXPOSED STRUCTURE B.O.D. EL. =VARIES �+ , ; o RE:STRUCTURAL RE: STRUCTURAL ST EL BEAM � N . , RE S UCT RE I M illaj ..d). I — \ � ,\ i 5/8" FIRE CODE GYP. . ! BD. SHOWN DASHED -11, . I I . . I 3/8"CEMENT PLASTER ON METAL BY TENANT (N.I.C.) LATH ON BUILDING PAPER ON . ;� METAL DECK WITH CLOSURE AN LE 1/2" SHEATHING N SECURED TO METAL PERIMETER 8" 18 GA. METAL' - STUDS (TYPICAL) W/EXPANSION STUDS AT 16" O.C. ' I SLOT CONNECTION I I i - A2.19/8 8" 18 GAUGE. METAL I TENANT . I I - STUDS@ 16 O.C. SPACE = --,� SIMILAR " 0 1 T.O.P. EL. 132'-0" 5/8" FIRE CODE GYP.. 'I BD. ON METAL STUDS I TO DECK WHERE APPLICABLc . I -1 -'--" . .1 - - ( ) I n - _ , • - - � I . TENANT _ SPACE BATT INSULATION (R-19) I w � I }- BATT INSULATION (R-19) STEEL COLUMN I Z RE:STRUCTURAL I Q, : : I I I (� E . N . . j < O _ I I a U , 1 DAMPROOFING b .' - . ; . 1 - 3/81' CEMENT PLASTER SASE FLI.ASHING r z - n ON MTL. LATH ON BUILDING LASrI CONCRETE ON C� ' - PAPER ON 1/2" SHEATHING . METAL DECK . BASE FLASHING CONCRETE ON U.L. FINISH FL00' W I — — — — — — — — — — — — ---- --- '. _ META ECK I _ - - - - - L D 117' 6" U.Lr FINISH FLOOR I. ', I , ' , __L. 117'-6'1 .. I I i 1' i I ,I , F77 I I rl // Ji i , II i 1 11 I� , III I ;I , , ,, , , I '. , I , , . I , I I,i I I,' I t 1. 0) ,, I I I ,1 Z II 18 GA.-8" MTL: E STUDS � 16" O.C. III .I ', I ,, ;; I ,,, I I , I, I , 1 , I I' I I I;,I Q I I I,I I ' 1. I i I I I _ , II i3... - 1 , I i I , I I - I 1 i 1 in . I 1 1, I . I I ,I I . 1, II I .,r - - , - - 1' 1 I I I I I'' I I I I , , I, , I 11 I'p I , ' I II - I F_ ,, - I. i :I _ . I AREA OF . I STEEL TUBE I I ,, I RE: A6I3/4 FOR I' I EXPOSED STRUCTURE ' i 1. _ CONCRETE FOUNDATION , ' I I ADDITIONAL INFO.1'' ' I , ; I RE. STRUCTURAL RE: STRUCTURAL UR- EXPOSED STRUC II EX RE. STRUCTURAL , I . - I,1 I� II; I'1,,.I q'' � I '1I; ,I'� \ I� 1 ' I 1 01 ',� , , 1T . 16 GA.-3 5/8" MTL. ,I i I PASSAGEWA( . I STUDS @ 16" .O.C. AREA OF I ,, I I . . , - BACKFII I I ,rl ' 11 jr RE: A6.3/4 FOR ''' 1 I, I I I' . i ADDITIONAL INFO.I TENANT I I . I I , 1 , - I\,, 1 1 ; ' I l I , I 11 ' I II 1 , I :' I I I• S CEI 1I rMETAL LOUVER' II I, 1 IT ANI�11 I II�,' ' ' ' I 1 I I, PASSAGEWAY ACE I PA 'I ,, I I I IS . _ 7'-5 3/4" (MIN.) II 0 ' 11 I ' I, I i 1 1'-6" 5'-6" (MIN.) 5/8" 5 1/8" . I i l - I I„ I I PROTECTION BOARD " CLEAR I . _ II I 11, II 1 _ " 5'-6" MI 5/811� 1 811 ON BEN fONITE I I' . . O I I, I I , I ( WATERPROOFING SYSTEM III I - 1 PROTECTION BOARD I - C,LEAR ' ,' 5/8 FIRE CODE GYP, 5/8" -[RE CODE GYP. - ,I, ED 0 ON BENTONITE ' 11 , , II I I 11" I BD. ON 3 5/8" METAL BD. BY TENANT ,(N.I.C.) . 'I III • - - I WATERPROOFING (SYSTEM I ' I I I I. STUDS -EXTEND TO I SHOWN DASHED , I , I I 1 , ; ,1 I 5/8" FIRE CODE GYP. > I 5/8" FIRE CODE G`(P. {II : I - _ i I'' I . BD. ON 3 5/8" METAL BD. BY TENANT (N.I.C.) I I I I ; I BOTTOM OF METAL I �?rl. / I' - 0 . 4 3 8 .I , I I ,I I STUDS EXTEND T III I BOTTOM OF METAL I I I` I I 1 :' II r11 I DECK I„ 1 , i ,l , I . - L 1. _ - - - - 11 ,' I I,11,1 'I I ,,' ' :1 I I 'i I -ice i I I I I I I I , . I,I , 1, I.,I ! , I ' I. i,, I II„I': 11 ,,' 1 , 1 • - ' I, I J ,, , , I I 1 III _ 1 I I MECHANICALLY -FASTENED FIRE - 0 A9.1/2 SIM. �, ' I '' - RATED 1/4" MASONITE PANEL . I , 1 I' I CONCRETE RETAINING WALL , 'I I . I I B KEYWAY, TYPICAL I I 1 II 'I I' 1 II 'I I I Y, TY FLEXIBLE/COMPRESSIBLE EXPANSION JT. i I RE STRUCTURAL SLAB EYW O �' CONCRETE RETAINING 'V/ALL I CONCRETE FOUNDATION - ' ' I I ( ) O MATERIAL BY TENANT N.I.C. '. ' I� RE. STRUCTURAL MECHANICALLY FASTENED ( RE. STRUCTURAL i /4" FLEXIBLE/COMPRESSIBLE EXPANSION JT. BACKER ROD'AND CONCRETE BY TENANT(N.I.C.) . I FIRE RATED 1 - CON SLAB . i I i MASONITE PANEL I MATERIAL BY TENANT (N.I.C.) I. S i + i 1,l SEALANT o I h I I I : . ) LriWORK BY TE I I 1. I I I I' 1 —BACKER OD AN T(N..C.) co r�� FOOTING ' A 1 RE: STRUCT. B R D _ 1 .0 ' i i''' ' 11' I I I UNDERSLAB FART NAN . 11 CONCRETE FOUNDATION „ ' + ' i SEALANT _ - a PREFORMED JOINT FILLER ¢ F.F. EL. = 107 -6 0 -III I I 3 SAND COVER BY TENANT (N.I.C.) 4j RE. STRUCTURAL 1 l. Vil, ED JOINT FILLER F ; ,I I'' _oli . 0 I 'I . PREFORM I PAVING II I 1 I'„ ,I EL.I 100'1=0" . ,11 ; ; NS FOR I .I 1, I LANDSCAPING = _ ,i ¢ I '' CONCRETE PLANS SLAB VAPOR BARRIER BY TENANT (N.I.C.) -I-I-11QI�' FINISH FLOOR 1 ;''1 ,1 I ; CONCRETE SLAB BENTONITE WATERPROOFING SYSTEM TOP OF CONC. SLAB, ��____'. I e . : _ II _ EL. 106 -0 Y TE T N.I.C. _ i REFER. PLANS FOR CONTINUOUS B NAN ( ) EL. 9'- 1 1 2" , I , I III =111= -I 1�� I=IIII + I. FOR SCOPE _ _ ':,(O- - .. �: � I'° :.. .`. .-I.. . I 1 = _ - - - TOP OF CONC. SLAB '' ' - i _. _. r r ,. _ 1�11= (�Q1=Q1` I , ; ' - aa' ✓ -� - LIMITS REF ' SHEET A2 1 I II► _III I —fill. _=-- —— —— . �. - — —I _ _ _ — = — _ _= I I 1 I, -1 I I I —1 III I =III - L_ III-1 II I_I I I I -= I I -1 LI I -1 II - EL 105`-11 1/211 II _..��.r_._ =1n1 III 11= =III =III =III =' - =ice,b.- _ - - - - r =1 I�-11�1= I—111�-11 I QI111=IIII-111 LI - II I II I ,::':; :�:.: ....::::.... .LL - = - - IIII- - I II III- IIIf=lllf III =111 IIII- _ - _ _ _ _ _ _ .. - - - - - = - = = I I�i_---IIII - - - - - - = �_"' _ _ - _ _ _ -= = T11> _ = I� I!� !LlT(I-IQI ( _ l I �i =!QI �I�� IIII-1 - - Q=111_iiI _ III_ hill 1Tii �Qiii 1Tii TQi> _ -IIII =11II `' I I 1--I�-1 - = - - - - _ _ =i III I (I_ I it IIII 1, — — IIt==IQI=TQT III—n=11Q- IQI= — ''' 111' I' _ - i- _ - —-11(I—(I I - IIIII—IIII—IIII—IIII—IIII III REFER TO "SHEET A2.1 FOR SCOPE OF 1�11-II - -III =IIII=111� -IIII-II 1-III=1 . III III-j1i=11 IIII-IIII- II�III�III-III�III�I�II I IIII= =IIII SENTONITE `NATERPROOFING SYSTEM' CONCRETE _-DTI I- ► - =IIIII=11mIll =11I17 - -T� '� IIII- =1� IIII=1 1 II =� III - - - - - - - - - _ II11= BY TENANT (N.I.C.) Ill n FOOTING & _ - - _ = _ - If 1= - -IIII = 3" SAND COVER BY TENANT(N.I.C.) IQI=1111=1111--= =-=_=11Q1=11Q1= Q=QI=Q-- II::� I . r II IIII __ _ IQ-111� IQI IQI(_ rrr II 3 SAND COVER BEAM RE: [IIII=t—= — — _ _ = -1�IJ 1 =1ll1=III= — - =IIII=IIII-IIII=IIII-1111-1111 I I-IIII IIII=IIII-IIII-IIII STRUCTURE =ffl I1111=IIII== _ - - = 1,- -1QI� VAPOR BARRIER BY TENAN ((N.I.C.) - _ IQ III=-=111�=IIII-T�=- 111-111_I=1IQ j IIII= ENGINEERED FILL / UNDERSLAB =��_ �IIIQm=IIII�QI=�Q( II =III _ II_�III �pIIII _, -� - - - - - - - - - = I REFER TO SHEET A2.1 FOR SCOPE II IIIII =IIII pq EARTHWORK BY SITE CONTRACTOR �_ = III III=1111= =-IQ� 7Q= I =1 =11 III IIII _ =-I-= I = I -= i _ _ _ OF BENTONITE WATERPROOFING _ _ _ FOOTING @ COL. ,1= _ 1111=((�(=QI1 = _ _ - _ _� _ - _ _ _ - _�_ _ -�11= SYSTEM BY TENANT N.I.C. (IQI=IIII=IIII-HE - IN BACKGROUND =1TIl=��111- = _ =IIII- �I111= I{II- _ =IIII -IIII=IIII=IIII=IIII= III=TI�1- QII_QII- _ - _ _ ( > _ _ _ -IIII VAPOR BARRIER 1.1�1=�TI1=IIII= _ _ _ -- = I I = = I . I - II Q=IIII=�I� Qil-�l� - - II =1Q11= III=1f11= ENGINEERED FILL/UNDERSLAB �IL IIII -IIII= - =IIII- EARTHWORK BY TENANT(N.I.C.)\== REFER TO SHEET A2:1 FOR SCOPE - _�= 3 SAND COVER � OF BENTONITE WATERPROOFING SHEET. QREFER TO SHEET A2.1 FOR SYSTEM q VAPOR BARRIER SCOPE OF BENTONITE ENGINEERED FILL//ATERPROOFING SYSTEM i UNDERSLAB EARTHWORK BY SITE CONTRACTOR . A. � . I �@ WALL SE TIN w . I 1. (Q WALL SECTION � WALL SECTION roe' No.: SCALE: — 1,_O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0', 1. — ' . 9303 DATE �:/ - I -L. I 3/21/94 r , . - _ -- • - } i _ I 7/81' CURTAINWAI_L- j \ ITT RE: A7.5/2 167'_0" T.O.R. @PEAK 14B PTD. STL. TUBE FOOD- COURT II \\15 / NEUTRAL PIER / \, \ / A7.4 A7.2i T.O.S. —8" J151'-6' 1I153' .I oo I _ LO _D I / !I 139'-6" 138'-0" I Q I - N � I I- I 123'-6" .I T,,O.C. �20'� 5 1/2" ;i E-• �.: <C i � 4 0 1 181 "�---_� ` 1/4 C@ PEAK VARIES ---- 2 5/g I /8 �9 3 A 7.5/3 I O.H. q = 165 -7, PEAK VA 0 I 0 �{ l RE� STRUC UREYOND ' I 1 I DBL. I 1 BACK 32 TO STUDS BACK { " o.C. I VARIE--S STEEL BEAM ' RE: STRL. i STEEL lac. TUBE TUBE I I m KUOF 13A SCALE: �J FOOD,,/., COURT V I -p„ FLAN -61' Al ASHPALT PAVING (N.I. C.) m A2.17/15 � r A2.17/14 A2.17/4 r QD i 2'-ol. e70m 1 I I TRUSS TYPE RE: A9 .-� /, Q CONC. SIDEWALK RE: A 1.3/2R,• -� CONC. SIDEWALK RE: A1.3/2&3 i "-L- r-LkC. TRUSS TYPE "M-- RE: Ag, 3/16 14A U Li (sj) J� ALUM. &GLASS �" I CURTAINWALL 1 RE: q7, O I � I S/1 9q z I � ® f-2 I T �- T.O.P. 157'-2„ I � � I ¢ I CEMENT PLASTER 8A z 151 ' LOUVER TYPE "F2" A9.2/12 z PAINTED CONTROL JTS. - TYP• !� LLI 8A \ :;:� Q A7.4/7 139'-3', I V1 Lu I I 9A \ \ PLASTER 8B _J T.O.C. 120'-5 1/2-, AT FACE OF BLDG. FOOD SCALE: 1/8,,C 0_U,R.T EN TR Y o LEVATION ASHPALT P = SHEET NOTES REFER TO S HEET A0.2 F0R GENERAL a� 2. R FER Bo L INFORMATION. " NOTES SHEET a INFORMATIO A4.1 FOR ROOM 3 RN EFER TO PARTITION TYPES FINISH SCHEDULE SHEET A4.2 FOR 0 INFORMATION. R DOOR SCHEDULE ----_ -- I 4• REFER TO � � ANC. CURB _-- __ �H�ET A2.9 A2.10 . A 1 3 --'-_ � AND g2.14 FOR F A2.1 1 /8 ---- y 5. RE ' ' SHEET L00R FINISH P > A2.12> A2.13 COURT Al .3 F ENLARGED' 2 6• REFER DNS. NLARGED SERVICE HAND RE ENTRY PLANS A7.1, A7.2 AND AR To7.3 0' RE: A 1C3 g RSIM . �� A3. g, AND SHEET A3.1, A3.2, A3:3 r OR ENLARGED M. c� 8. REFER A3.9 FOR REFLECTED A3.4, q3•5, A3.6 �.Lr LEASE TO SHEET A4.3, CEILING P A3.7 g• REFER To SHEET AND A4.4 FOR COMPOST . -- -- `n 10. REF SHEET A5.1 T` TRUSS TYPSHEET qg.2 pnR COLUMN OR EXTERIOR ELE . REFER TO E N TYPES, AND NATIONS. R=2'-o - z SHEET A9.2 FOR LOUVER TYPES R Z LLJ w �! _- 67.75 1/2" ;0 z LOUVER . ---- / N� OPENING LJ 8 _O 1/2 LANDSCAPE - r 4'-01 ' NDSCAPE o ' OP O PLANS VER I ENING ' E poo SHEET, FOOD COURT cNT'Y _ 9'_0„ SCALE: 1/8". _ 1,_O,> PLANAft ft 5' 1 1 rArr N00 M ALUM. MUNTINS TO _ _ a � / MATCH CURTAINWALL a N I i A cfl IN INSULATED GLASS 00 C-1 — Q ALUM. CURTAINWALL -- - _ I � � � SYSTEM 9A � I I I N S U LATE D CLASS — 6 1 -- A7.6/7- SI M.FIRE VALVE CABINET - * a INSULATED GLASS M ILI I I I / \ I / IT WALL MNTD. HEATER —]F\ \ / RE: MECH. ALUM. & GLASS i = iI I T=I I I DOORS R =lFH_ El TTTTT \ / \ / I I 139'-9" _ 137'-1" { T.O.S. 134'-7" T.O.P. 132'-9" Eo 120'-6 ; T.O.C. 117'-5 1/2' AT FACE 17C a a NOTE: INTERNALLY REINFORCED I OF BLDG. 7' 1 CURTAINWALL SYSTEM I EQ. I EQ. I i- 4 SAFETY GLASSfi� r' a RE: A7.3/2 FOR TYP. NOTES INTERIOR CURTAINWALL ELEVATION UPPER LEVEL EAST ENTRY SECTION SCALE: 1/4" = 1'-O" SCALE: 1/8" = 1'-O" -CONC. CURB RE: A1.3/7 ASPHALT PAVING (N.I.C.)\ I !-1R.=8'-10 9/16'' SKYLIGHT BEYOND 10A r` o < I CEMENT PLASTER 8B r tom, U.L.F.F. DATUM 117'-6"= 65.00' a 7/a" ` a 7/a" HEATER BELOW '(T 28'-0" I RE: MECH. --\ LOUVER TYPE "F1 " 25A RE: A9.2/12 PAINTED CONTROL JOINTS - TYP. 1 1f 1 V V I Vnl 11( 11 RE: A1.3/6 SIM. TRUE PLAN CEMENT PLASTER 8B jCD UPPER LEVEL EAST ENTRY: ELEVATION SCALE: 1/8" _ 1'-O" 29.9 30 30.7 31 OUTDOOR SEATING AND CONCRETE PAVING (N.I.C.) LANDSCAPE RE: LANDSCAPE CONC. CURB RE: A1.3/8 ASPHALT PAVING 0 V/ V) z x O® . z �v - z AT FAC E OF BLDG. '^ w a z J � ;I I I t I 64.84 ,n ', 8'-0 1/2" 141 LOUVER 8'-6" o ;' OPENING M T i' -0" I- 5'-0CD �- GREASE TRAP r 1:4 UPPER LEVEL EAST ENTRY PLAIN SCALE: 1/8" = 1'-O" V SHEET:. A7.3 JOB NO.: 9303 l' DATE: 3/21 /9 4 Ir _ - - --- - - . - _ ..- -' - - - -- . „' 11 -._ . F - - ._, �: .;. - _ ... - ..". _ _ r. .. .. a� - - - - _ _ - y,. ,..-_ '�•_ : .. _. .- _.- ,' .. _� _ _ t .. '. .�-.:ems r... n -. -..._ _- _.. .. ._-. __.. _-.. _ _. _ - - .•� ,_. _� - 738 L_ - AR S - - � _ _ .x, VARIES 1 _ - . A:e A.5 . �" .V : - - - - . .- _ - - - _.4/1 ,. .. � 9 Q N.T.S. � `11 d . N: w VARIES \Q 1 S'-0 • . { 10 _ _ -8 -4-5 8 _,N.T:S 7- 3/8... _ -- - _ - - - ,1 2 1 to z - - et... - -, ._ . / ( ) - -- - - I - - HT SYSTEM i 4 � I 6 1 i VARIES , I 13 -0 I � L -.. 1 BEYOND , SKYLIGHT w w w z 1. 1 °-p1 1 3', 6 (N.T.S.) 3'-81I 10° � 1.^611 1._611 ,'o STANDING SEAM Iv1TL I ;�� = - - . Z® O . . OOF ON 1 2 FIRE ! i - 2' GA.- FRAMING R / ;l I z11 TREATED PLYWOOD I r- STEEI TUBE BEYOND LIP ,� 16 - O.C. I ( i A7.4/1 5 1 . 1 - - Rom. STRUCTURE11I ( - _ T - - SLOPE 1/4 PER OOT 7_�_ +I o . Ii4 ___ j , . ;I --, I - I I+ I . J 1 - — + f > ,. _ 153 -7 1/2 � PEAK :., , I _ r- - _ _ -- + +(" , �1 ,- I ".'I . — I/8 CEMENT VARIES ) -+ - + . + I I E 1 = PLASTER ON ' +- G i- = r 1 2 SHEATHING, 1 +- 1 12 GA. FRAMING SIM. I: r I _ N 1/ I I . T.O.S. ,152 1 1 1/2 { f LIP ©16 O.C. r) :: r ON 6 MTL. STUDS I STEEL TUBE I , , PEAK ( VARIES) = u - . , _ © 16 O.0 - -, f - RE. STRUCTURE N ! _ o . _ 511 M STUDS ; \ I - o 6 MTL: STUD" I MTL. STU - _ I - �' © 16''' O.C. -1 _ © 6 O.C. > � I j + l N - ;- STL. BEAM �f + + STEEL BEAM o - ' STL. COLUMN , STL; BEAM + - I F, - RE. STRUCTURE RE; STRL. RE:..STRL. T RE: STRUCTURE -I 1 - i , , i + _ f _'L _ -.� I DBL. o STUDS E 1 BACK TO BACK ( - DBL. 6 STUDS BACK i • _ r + + TUDS o 1 . 'TQ' BACK @ 32 0. , , rF DBL. o S - + + 32„ O.C.- - . I .C. . . �+ C T F -: ©32TOCA K , r � N r + I + -3/8" CEMENT PLASTER-- f i co ON 1/2" SHEATHING _ - I I -- -+-� + + + .- r + .11 I j. N I I � ' F . , : i I t t4 � . STL TUBE i + + _ 150'-7" PEAK +- +- �: J. �r VARIES - �, ENTRY CANOPY COLUMN DETAIL . RE: STRL. I 3/8 CEMENT PLASTER A7.4/22 . „ ON 1/2" SHEATHING A7.4/23 SCALE: 3/4" = 1'-0" r - 7 4' - 7 5/811 4 - 4 3/8ON I • N.T.S. r @ 16" 0 C. STUDS 16 1 16 I Q � , EQUAL EQUAL r;. 3 5/8" MTL. STUDS � 3/8" CEMENT PLASTER . 161, O.C. ON 1/2" SHEATHING _ I, ,c:� l 3/8" CEMENT PLASTER41c�_�� D EQUAL ! EQUAL 11 VARIES I �E- ALUM. LOUVER 11 � � - � 1 0 I I 1'-9 VARIES - - ON 1/2 SHEATHING ! . 411 i 211 6,, ON 6" MTL. STUDS @ � . MTL. FLASHING L 16" O.C.0 VARIES 91 LOUVER TYP. i _ VARIES RE: A7.4/8 FOR TYP. NOTES ` ALUM. RECEPTOR C ,� 44'_8" �\J � STANDING SEAM � � 11 ! 11 fi r 1/2 1 1/2 FIN. TO MATCH . /2" FIROOF RE: A7.4/1 1 FOR TYP. NOTES O CANOPY C O L.0 M N @ LOUVER � 1 1/2 LOUVER MTL. PANEL ON 7/8" TREATED PLYWOOD - rC �=J SCALE: 3/4 = 1 -0 FURRING'CHANNEI, S�23` I �T ENTRY CANOPY DETAIL ENTRY CANOPY DETAIL ALUM. FLASHING . - SCALE: 3/4" = 1'-0" _. SCALE: 3/4" = 1,-0" PAINTED L "156, _ 11 1/2" JT. W/SEALANT �-� 0" _ '� ND ER \` ( 156' - &, B0 BREAK . I 7 3/811 MTL. FLASHING I I 14 1211 6 i 4 -0 r VARIES I I . C/ " 0 1 1/2" 1 - A7.4/24 2'-D11 i 2'-0" i SPRINGLOCK ' - _ I I10 . FLASHING-------_ 0 I A7.4 4 I 3 2 i 10 I - . Q--,-- / 1.2 GA. FRAMING Q 211 _ . BUILT-UP o z 0 4 3/811 � ' CLIP © 16" O.C. 411121 611 I r 1011 I - PAINTED METAL DECK � ! z ALUM. LOUVER WOOD SHIM �- � N C I -IN ROOF _ � _ pi i RE: STRUCTURE 1% 163'-011 . 2 . I t` N 3/411 �. I - ' IQ - - ----- ". � , ,. I 1 9 -1 � 9 . . � 1 9 . \, PAINTED EDGE ANGLE - ! °°`j----�' m SLOPE 1 /411/FOOT o I I Q RE: STRUCTURE + \ y i I l 4 \ + 162'-4" I �: VARIES A7.4/14 \ I3/8" CEMENT PLASTER VARIES - - - 1 _ - - ON1/2 SHEATHING , ` SEALANT 153'-8" I + i ON' 6" MTL. STUDS @ . • W/BACKER ROD Y F I \ I + + '��-- I__._ \ - L.. .___ _ 16" O.C. . 3 + 12 GA. FRAMING FIRE TREATED PAINTED STEEL TRUSS I + o ! _ . �— 3/8" CEMEf�iT PLASTER RE: STRUCTURE I I + I 1 CLIP ©1 o O.C. I o WD B KG . I_ - • ON 1/2" SHEATHING � I -+F � ,L- + � 161'-0" A7.4/2 I I t T r ---- 8" MTL. STUD 3/8" ISOLATION JT. I o cn SIM• G DBL. 6" STUDS = i � I + ( BACK TO BACK -1 f` LOUVER SILL C� 16" O.C. W/SEALANT ALL AROUND ' t I 4 PIPE PENETRATION " In -/ I I -+ -+ @ 32" O.C. 1� f I , SCALE: 3" = 1'-0" // .1 T., ". . . I i � pSECTIONpMETAL CANOPY DETAIL _ ► N 157'-10" ! I o f 1 �- 2 SCALES 3/4" = 1'—n" SCALE: 1 1/2" = 1'-0" I ! �' +\ + `r' i . + 157'-2 1 E QUAL EQUAL I A7.4/23 _ - 3/811 CEMENT PLASTER ""' F- . , 1 , - z STANDING SEAM _ ..� ON 1/2 SHEATHING , . PAINTED MTL. FLASHING METAL ROOF 11 I VARIES m I ON 6" MTL. -STUDS © ,� hh J BY SKYLIGHT INSTALLER 1'-9 3 3 ? _! 16" O.C. , "`� SKYLIGHT SYSTEM 1/2" FIRE TREATED 1/2" FIRE 2" r PLYWOOD TREATED PLYWOOD / - 4'_101 RE: 'A7.4 1 1 FOR TYP. NOTES o MTL. DRIP \ "�, ) �J / - MTL. FLASHING r } VARIES 5'-0" ENTRY CANOPY DETAIL PAINTED L ._ �� U L� SCALE: 3/4" " I O i 1 OL METASTANLNG ROOF AM MTL. FLASHING BY i - . . I 1 U SKYLIGHT INSTALLER - . �. 3'-4 5/8" 7 3/8 _011 �j,_O11 41a _ . MECH. FASTENER PAINTED METAL DECK RE: A7.4/14 FOR TYP. NOTES _ � 0 ' II 0 -- STANDING SEAM MTL. I I RE: STRUCTURE A7.4/24 _Jn \. Z ENTRY CANOPY @LOUVER1LL SKYLIGHT SYSTEM ROOF .ON 1/2" 'FIRE L1 �"J SCALE: 3/4" _ 11 RATED PLY.WD. ON 8 = 1 0 STANDING SEAM MTL. �/ 4'-011 + (J) MTL. STUDS 9 16"O.0 PAINTED EDGE•ANGLE ROOF ON 1/2" FIRE � 1/2" FIRE- '� W -, RE: STRUCTURE RATED PLY.WD. ON 6 I ATE 4 0 E-- 3/8" CEMENT PLASTER , 14" 12i 6" i2'r' VARIES MTL. STUDS 16"O.C. L TREATED PLYWOOD + - - 1_ ON 1/2" SHEATHING I . ) �N16" 0 C. STUDS ' + ON 6" MTLZ.. STUDS @ PAINTED STEEL TRUSS pBi . 6 STUDS i I RE: A7.4/5 FOR TYP. NOTES L_ 16 U. C. RE: STRUCTURE _ a � ) , S OPE 1/4"/FOOT , A7.4/4 I I BACK TO BACK, MTL. TRIM -COLOR VARIES O (� P Y �, LU N LO V E R NOTE: © 32 - O.C. TO MATCH ADJ. - O „ _ STANDING SEAM MTL. ROOF W 3 5/8" MTL. STUDS CEMENT PLASTER 1 I I SCALE: 3/4 — 1 0 z RUNS THE OTHER 4✓AY AT \ 1` L( @ 16" O.C. k + I t I+ T i '`�+r SIM. CONDITION. Z I DETAIL FETAL CANOPY DETAIL +2 DBL. 6" STUDS METAL q J 4 _ A7.4/2 - I - - BACK TO BACK 18' _O" 1dl E T L R � © DETAIL n 0 . 1. r I I I 2 0 \�, E + + + 32 O.C. SCALE: 1 1/2" = 1 -0" L-u' SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = •1'-0" 6 -+ + + I0 9 9. :. z �� 1 SIM. „ , o _ o + I I = T.O.S. 177'-6" I 4'_O . 1` + - STANDING SEAM „ i 2'-0" 1 ,\METAL ROOF o � \ I 1'-0 -0 1 v> w \ STL. CHANNEL �1 �9. . ....� ., r rr� I - � I r . -,j rn n �N Ua � T RE: STRL. - j STANDING SEAM . I . . 9 I — —, --- Tcn i € METAL ROOF : - 1 w STL. BEAM \ Q - _ + ry RE: STRL. - 1/2" FIRE iT I TI I °' TREATED PLYWOOD \ ' + I I + i + + I + 175'-8" -1 + \ \ " EDGE ANGLE I ( ( I I I j RE: STRUC. I r MTL. TRIM -COLOR r TO MATCH ADJ. + 1/2" FIRE EQUAL I EQUAL CEMENT PLASTER Z . TREATED PLYWOOD, r - �[ METAL DECK ' VARIES of 4 r + . - RE: STRUCTURE � fi I 1'-01 ( 1'-011 v 2'-011 `n (• = - RE: A7.4/14 FOR TYP. NOTES- �' 6 STEEL TRUSS 4'-0" r`' OON 1\'"MSHEATHINGENT ER . RE: STRUC. 0 10 . , - ENTRY CANOPY C LOUVER SILL r ON 8 MTL. STUDS . SCALE: 3/4" = 1'-0" r " 6" RE: A7.4/10 FOR TYP. NOTES E 16 O.C.- o MTL. STUDS I. � . , - . :4 1 . 9 I rJ SIM. CONDITION ENTRY CANOPY DETAIL 11 2 11 2 11 LJ SCALE: 3/411 _ 1._011 - �• �4 i 6 1 10 I \ ALUM. LOUVER I I t RE: A7.4/4 FOR TYP. NOTES T I ' RE: A7.4/5 FOR TYP. NOTES ' . A7.4/4 3/8 CEMENT PLASTER SKYLIGHT SYSTEM ` I � 9 .1 I I - p2 1 LOUVER JAI�1B _ QD , METAL CANOPY DETAIL ON 1/2" SHEATHINGnON c ENTRY CANOPY C�JL�JI�N DETAIL. SCALE: 3" = 1' ,0" LJ SCALE: 1 1/2" = 1'-0 �\, 6 MTL. STUD c� 10 o.C. I � T SCALE: 3/4" = 1'-0" 11 163'-0" I ` I`�ETAL ROOF DETAIL Q o +R SCALE: 1 1/211 = 1'-0" . 9 4' - 0" I I -! . _ T STL. TUBE +- I I +- 1/2" FIRE TREATEDQ, � • . o I I RE: STRL. PLYWOOD PAINTED 15'-6'' I co i - 7 3/8" . r�------I SLOPE 1/4 F `� _i _ 161 -8 STL. POST - PER r00 o RE: STRL. I 3'-o I SKYLIGHT SYSTEM PAINTED MTL. FLASHING + I+ i BY SKYLIGHT INSTALLER + 'F ,+ - r +I I 1, 0 STL. TUBE 1'-9" I 1'-9" _/I , I I 1 16 f f RE: STRL. ,,,�t - - k +- I+ 2111111 1'-8 /( 2 i ( _ MTL. FLASHING BY - - - - �4 : I ' CO vi ``' f + + DBL. 6" STUDS BACK z -PAINT TO MATCH ) . I I ^I -I Ld + + SKYLIGHT INSTALLER r Q _ TO BACK 32 O.C. >2 MTL. ROOF + + + z ``, z I I f - I I+ I I+ I i+ T&04 .O.S.177'-6" I 157 -2 I F _ r 3/8" CEMENT PLASTER o MECH. FASTENER — - - I I - -1 STANDING SEAM 1 I = + + ON 1/2" SHEATHING I TUBE STL. BEYOND MTL. CANOPY -+ -+ ( I ON 6 MTL. STUDS C� °' METAL ROOF RE: STRL. RE: STRL. 16" O.C. I I 1 . 153'-8" I ( - I I I ! _ _ - E-3/8" CEMENT PLASTER CURVED = I oo cn , I + ON 1/2'' SHEATHING ( 1 1 �o z STL. BEAM I f o I -F i ON o MTL. STUD MTL. DRIP I + I I �+ I RE: STRL. c + + VARIES 1 1 + + + F- . 1 &=4 1 175'-8 I Q 16" O.C. . ( I { I I _— 1 1 SHEET: I, I . 1 _011 iv TREATED I r 151 -6 - 1'-0 I VARIES ( 1' PLYWOOD I 1 . ( I 1 . I is _ I I . . , .. VARIES , . I 1' 011 1' oil 2._0�1 1' 0" 1'-0" � I 2'-0" I 1 _ . W . 4l_Qil RE: A7.4/4 FOR TYP. NOTES RE; A7.4/17 FOR TYP. NOTES RE: A7.4/5 FOR TYP. NOTES I ..`�'. . .1 � C2� a L®IJVER HEAD ENTRY CANOPY DETAIL a E NTRY CANOPY C� LOUVER SILL CANOPY SKYLIGHT DETAIL ENTRY CANOPY COLUMN DETAIL , EXT, CANOPY SKYLIGHT' D,ETAI g o3 % I. Jj \ — SCALE: 1 1 /2" = " 11 _ ,— 11 Ii — )_ II \ SCALE: 3/4 - 1 0 SCALE: 3/4 1 0 - 1 0 SCALE: 3" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DATE: I: 3/21 /9 4 - • I I :: - ------ -- — -- - - - — --- 1 WSTI'BULE REFLECTED CEILING PLAN ►LE: 1/4" = 1'-0 In • 16'-0" i 7'-0" I a I 0.6/117 A7.6/21 I A7. /5 I 1 . ¢ M A7.6/19 - 1-9 0 —III 00 .................... I I L a 00 - - __�41II z -- --III.......... ..... ..... ...............:..... Ilr-- — N z — - E-TERIOR I a 55'-2" A.F.F. (L.P.)Lo - 57'-6" A.F.F. (H.P.) N i \ \ / \ 'o / DIES IBULE GYP. BD. o / A7.67 / \ / _CURTAINWALL 17'-6" A.F.F. (L.P.) 19'-0" A.F.F. (H.P.) SKYLIGHT INTERIORGYP: BD. COi EXPOSED MTL. DECK co ABOVE r 2 3/4 2 1/ a 2 1/2 2 1/2 2 1/2" 12 1/2" 2 3/4" F/A 1 ! 28'-6" 30'-0" NOTE: EXTERNALLY REINFORCED EXPOSED STL.,TRUSSES CURTAINWALL SYSTEM * = SAFETY GLASS SKYLIGHT ABOVE FOOD COURT ENTRY CANOPY R.C.P.INTERIOR LIGHT CURTAINWALL ELEVATION no crei r*. 1 /R„ - SCALE: 1/4" = V_0„ ALUM. MUNTINS TO MATCH CURTAINWALL IN INSULATED GLASS i ALUM. CURTAINWALL SYSTEM 9A STL. SUPPORT RE: STRUCT. 135'-3 1/2';Ik OF STR. 133'-6" I - — STL. SUPPORT RE: STRUCT. _ 129'-7 3/4" i rZ OF STR. 127'-6",I INSULATED GLASS ALUM. CURTAINWALL SYSTEM gA ALUM. & GLASS DOOR 9A 120'-6" I F.F. T.O.C. Ln i cV ALUM. & GLASS CURTAINWALL SYSTEM gq ALUM. MUNTINS TO MATCH CURTAINWALL IN INSULATED GLASS STL. SUPPORT RE: STRUCT. 163' - 0" OF STR. STL. SUPPORT RE: STRUCT. 7'-2 1/2" q OF STR. ALUM. MUNTINS TO MATCH CURTAINWALL IN INSULATED GLASS INSULATED GLASS STL. SUPPORT RE: STRUCT. ALUM. CURTAINWALL SYSTEM g I I 1 59'-b" -, STL. SUPPORT RE: STRUCT. 135'-3 1/24,, 133'-6" STL. SUPPORT RE: STRUCT. — ALUM. & GLASS DOOR 9A -j L L/ ___j r/j /- 120'-5 1/211 I I T.O.C. a 2 1/2 6'-0"a 2 1/2 6'_0, 2 1/2- h 2 1/2 2 3/4 1-1 6 -0 1'-6'' 1'-6" 9 28'-6" 30' -0" 09 NOTE: EXTERNALLY REINFORCED CURTAINWALL SYSTEM SAFETY GLASS .EXTERIOR LIGHT CURTAINWALL ELEVATION SCALE: 1/4" = 1'-0 9 ., 3/8" CEMENT PLASTER - ON 1/2" SHEATHING ON 8 STUDS @ 16" O.C. co w 0 0 I co I N EXTERIOR I / I ',LUNU UUMIAIINWALL I iKL-NIULULU U VESTIBULE TILE E.J. ' RECESSED N �_ ENTRY MAT �� FINISH _ 1/4"/FOOT N N FLOOR N z SLOPE U'D ,a I N n �___ / / T.O.C. V) f0o °OO' \ Oo v °�� Oo ,00 �� ° ° Oo ° o LLJ 0 0 0 0 0 0 00 o 00 ° ° ° ° ° 7 3/8" XP. JT. -� `� ; * ° , � ° � � FILLER oo ° Oo Q Jo — — — ,, 0 Oo 00 ° oo Op op V) RE: A7.6/2 FOR TYP. NOTES ----— ------ ° 0 ° 0 0 STOREFRONT HDETAIL op F VERIFY ACTUAL DIMENSION WITH W 0 " SCALE. 3 - 1 -0 Z 0 RECESSED MAT MANUFACTURER ; RE: A7.6/3 FOR TYP. NOTES Z .Q 1 -2 1/4 ( CURTAINWALL DETAIL CURTAINWALL DETAIL a SCALE: 3" = 1'-0" _ „ 0- TS 6" X 6" X 1/4" SCALE: 3„ - 1 -0 -j- -� STL. TUBE TO. STRL. ABOVE. (FRAME TUBE I L - - - - I TO TUBE @ HEAD) 771 FIRE TREATED WOOD SHIM 3 5/8" MTL. STU US INSUG ASIS TED 2 1/4" 12 1/41ri oo w 002 INTERNALLY REINFORCED T \ ! fT r- Q ©SIM. CONDITION n - N ALUM. CURTAINWALL I FRAME N ER 3 5/8" "MTL. STUDS TILE ON 1/2" BACKALUM. JAMB BOARD ON 3 5/8" MTL. I ALUM. HEAD STOP © 16" O.C. STUDS @ 16" O.C. , STOP W/CONCEALED " © JAMB I CLOSER SEALANT & 5/8" SUSPENDED BACKER ROD GYP. BD. @CEILING I o ALUM. & CLASS i � DOOR ALUM. FRAME SEALANT & BOND BREAKER ALUM. & GLASS DOOR �� NOTE: 4 1/2" ELEPHANT DOOR FRAME TO BE DIRECTLY ATTACHED TO PERIMETER STL. SUPPORT TUBE. RE: A7.6/2 FOR TYP. NOTES EXTERIOR I ALUM. & GLASS DOOR ALUM. & GLASS DOOR INTERIOR SCALE: 3" = 1'-0" " _ SCALE. 3 — 1 0„ n ELEPHANT DR. JAMB/HEAD 7 3/8" SCALE: 3" = 1'-0" I _, 7 3/810 EXTERIOR � VESTIBULE INTERIOR INTERIOR ALUM. FRAME BEYOND ALUM. CURTAINWALL DIRECTLY ATTACHED EXTERIOR I VESTIBULE FRAME BEYOND TO CONCEALED STL. SUPPORT TUBE.-,� ALUMINUM ALUM. & CLASS DOOR THRESHOLD ALUM. &GASS ► W/CASTORS DOOR 1/2 � X. 24 HANDICAP SMOOTH ALUM. TRANS. ' AR © 16„ 240.0 SMOOTH BAR @ 16 O.C. MAX. STRIP ACCESSIBLE ALONG CURTAINWALL ALUM. SADDLE\ PRE -MOLDED ALONG CURTAINWALL ALUM. TRANSITION I ELIMINATE ENTRY TILE E.J. SEALANT & SEALANT & I MAT & RECESS ® RECESSED BACKER ROD , FINISH FLOUR BACKER ROD SIM. CONDITION ENTRY PRAT - FINISH � FLOOR &m4 105'-1 1 1/2' DEAD LEVEL 106'-0" SLOPE 1/4"/1' \ ION=4SHEET: Oo g0 ' Op ' ` Oo ` , Oo ° , ` p , ', ` Qp ° �� ` ' �00 ° , °o o�. 0 0 0 ° ° 0° ,0 ° o , � d EXP. JT. O a Oo EXP. JT. ° ° b FILLER � r oo * oo " o ° r , 0 FILLER , p O ° 91 Od °o 0 0 00 , ---- , oo ° — Oo ,/� r — —o—` — -�- ° — — -� J 0 >k VERIFY ACTUAL DIMENSION WITH 0 i 7 o 6" ,o ° 0 RECESSED MAT MANUFACTURER RE: A7.6/1 FOR TYP. NOTES JOB N O no ALOM,; -& GLASS DOOR DETAIL ALUM. & GLASS DOOR DETAIL 9303. SCALE. 3 — 1 —0ELEPHANT DOOR THRESHOLD� SCALE. 3" - 1 -o U SCALE: 3" V-0„ DATE. - ,.� - 3/21 /9 4 d i NOTE: EXTERIOR CONCRETE FLATWORK TO BE LEVEL FOR FULL SWING OF ELEPHANT DOORS TO I ACCOMODATE CASTORS. _ MT YC 12 LL. -t M ..J pL pi .. 041 W w W 'W >- .j 17C • 20C RECESSED - CHANGING TABLE (H.C.) ►e 1,2'-5 1i2ifi EL EVATION'@ FAMILY ROOM 241 J SCALE: 1/4" = 1'-0" 10 '0 I I I � Nl� 1A ) E)c , 1 8 I C 1 �; I I a -�� - # C' H.G. i 1 4 H cv 1 ----- 2'-0" X 5" VERTICAL BRACE�%',_61, OF PLASTIC LAMINATE ON 3/4" PLYWOOD EACH SIDE OF 3 1/.2'' WOOD STUDS 20E _CAS CHANGING TABLE (H.C.) ELEVATION @ FAMILY ROOM 'I 1 D SCALE: 1/4" = 1'-0" 5 1/41' '--11 1/0 7'-6" COOLER ELEVATION @ EWC SCALE: 1/4" = 1'"- / fl EXTERIOR 3.5 'NALL 4 4.3 4.4 117A n 1 _1 /41+ 1,-0 23'-0 1/4' 3 I� 6, 4" l� 4 5/8" 4 5/8°-1 4 5/8" 4 5/$" 4 5/8" 1'-5 3/4'fi- 1" E.J. A? ?/?? I. fCG�. Jf I.HV.L rUr� u�r�ti�al_ r1VIt5 �c SYMt3OL INFORMATION. A7.-5/24I� 31_5 1/8" ; ; 3'-G" ; ; 3'-0" , 3'-GII ; ; 3'-0" ; 5'-8" CLR. , 10, 5'-5" i -�g 2. REF. SHT. A4.1 FOR ROOM FINISH SCHEDULE INFORMATION _ _ I 10'-7'' 1 3. REF. SHT. A4.2 FOR PARTITION TYPES. '� -- '+` 4. REF. SHT. A4.3 FOR DOOR SCHEDULES. \T/ M3 4 �n �M3 ' j I 5. REF. SHTS. A2.1 AND A2.2 FOR COMPOSITE FLOOR PLANS. I o� Ij &7A 21A 2� N oI 20A L) i 'k 17A G -.7 VVVRJ @ H.C. STALLS �) ELEVATION @ WOMEN 1 10 0 SCALE. 1/4" 1 . -0" 4'- 10 1/4" ' � V 17 a H.C. Ell, ❑ o �.. 21A 20B _6 U) Q 17 B I_xL > �,�•, s BULKHEAD @ 10'-0'' A.F.F. WITH FINISH TYPI OC '•_EASE LINE SHOWN DOTTED no ELEVATION @ TELEPHONES SCALE: 1/4" = 1'-O" 5'-6" OR 17C @ FAMILY ROOM 17A @ MEN'S 0 3 @ WOMEN'S 01 LY t I 1 BB @ WOMEN'S _I 1 GRAB BAR -, RE: A9.5/9 1 H.C. rD 3'-O" 2 N.C. nAX -fi 4 @ WOMEN'S AND H.C. FAMILY ROOM 00 ELEVATION @ H.C. STALL SCALE: 1/4" _ " / 1 fl Y ' A RECESSED CHANGING TABLE H.C. ELE1/4"ATION @ WOMEN 1 -I O - 1 0 i 0'-4 7/8" f 4 5/8" 8 5/8" 2'-6" I 3'-2" �I , 2'10' oil I I i it I rvvlC. L -y VVVECJ AT H.C. STALLS r LEVATION @ MEN 1 1 1 SCALE: 1/4" = 1'-0" 16'-9 11/4" 411 11'-3'I' 2 -611 2'-6" , -3"; j 2'- 10" , , 5'-8" II Q7A II n <Iv 10 O i 17A ? 22A 3'-2" 12'-6" 1 H.0 \� I -I H.0 I , I _ " + i I <1 n Ll I / I c��, - Lo �� t � i `,o> In / 1 H.C. 2 2 0l' H.C. �- 17A NOTE: 2'-9" DOOR AT H.C. STALLS ELEVATION @ MEN 243 SCALE: 1/4" = 1'-0" 611 1 4'-2" 17A 21A 20A Q i 17A RECESSED AA CHANGING TABLE (H.C.) �OELEVATION @ MEN 243 SCALE: 1/4" = 1'-0" v I N 4e a -5", 2'-6" , 2'-6" , 2 6 ; 2'--0" , 3'-311 Iq H. in, -11 5/8" SHEET NOTES N I �,. I Nj TOILET ACCESSORY SCHEDULE FIRE EXTINIUISHI[ER Q' > - 1'-6" `? 15 H.C. 41/8 TI CABINET , - 1C 3 3 ? " -7,5/8' - �i 8 , A8.115 °O I LAVATORY TOP SOAP DISPENSER FIRE VALVE I 2 `� 2 o11 I 3 OPP.MD. 3 4 1 CABINET - ' " - x IEf- �2 SURFACE MOUNTED TOILET TISSUE DISPENSER ( Q7,5/22 C, �_ _ \ 2 - Lr)1'7 T I_ M6 �, SURFACE MOUNTED UTILITY SHELF pl �I i _ I ao TYP. . -�' i 114 .C. <4> RECESSED SANITARY NAPKIN DISPOSAL r� I 7 H.C S:0 �, A8.1/13 N3 I -PROVIDE 4" SOLID SEMI -RECESSED COMBINATION NAPKIN AND A8.1/14 I -I ICMU BEHIND ALL TAMPON DISPENSER 2 3/8 8 1/8 ��' p'. ' 9 ACCESSORIES ��, �� 11 9 11 �, �� fOIF.D. 1+ � r I 4 1/2- 1'-9 5/$ 4'-8' 1 . 4 • 10 /4 i C 14'-�J11 8 1/8 @ WALL TYPE M7 -' CHANGING O RECESSED ASH URN I I 01 - I N2 = Q `i' TO MAINTAIN CHANGING TABLE H.C. I - �. �A ZONE HOUR RATING //A\ <7> RECESSED WASTE RECEPTACLE 5 _ H.C. _ < �8 STAINLESS STEEL GRAB BAR RE:A8.1/7 & 15 -'� 9 C. °�� "' H.C. M7 � ! of Q1 CHANGING -N ILu I LEVI-� i I �) "� '� '� 9 RECESSED ELECTRIC DRYER I I -' I H•'G• WOMEN - TABLE '' _ + TELEPHONES = (H.C.) 1 1 Q SCALE: 1/4" = 1'-0" = 1 10 ' N > -3" cr; a 2'-6"1 13'-1'1 <1>1 > Lo a i 0 TOILET PARTITIONS /DOORS I I1111111111111111111110111111 - - I I «a I H.0 H.C. I JANITOR'S MOP RACK u; _ �, , I - - d M7 a co - _ 1 -3 1 -2 1/4"- A9.5/12 ;`�H.C. 9 _ 1 1'-9 5/8 -� - I <�7 SURFACE MOUNTED SOAP DISPENSER N i _ 4'-8 _ Z'=0 r 4'-10 1/8" A8.1/8 10'-9 7/8' 3� 01 Lo i SIGNAGE 1 �I A8.1/12 �� o 7,-8 I 13 DIAPER DISPENSER 1 RE: A9.5/4 r 3'-2 1/4" I v '-2 3/8"; 2'-5 5/8" 5,_011 _� 8 5/811 I O D.(7 "' O14 18" x 36" MIRROR I ' - ,� -,� - - "'! I (i 9' 8 1/4" � 1 - Q1 _ _ V-9 5/8" ��_ i� N3 ; ^^�// 15 SURFACE MOUNTED ELECTRIC DRYER �! FLOOR I FLOOR BEF.DLOW \ ��I' 4 1/ 6 11 I W FINISH( 1 FINISH ae 511 A9.5/8 _ ^Q T - V) co DIAPER DISPENSER OR r ' 1 I I• 110A a r__ 1 N3 60- C - H.C. cc MIRROR SANITARY NAPKIN DISPENSER I , i I M5 I N2 I - .�� ao 1 ASH URN t--- I �� - _ A9.5/7 M5 I 2 A8.1/15ILI I 8 14 n U TELEPHONE WASTE RECEPTACLE j I 2'-0" , 2'-6" i'-4" I `--i Q1 1 I j 1 'F ELECTRIC ELECTRIC HAND DRYER ( H.C. 6 i ; :b � I FLOOR o WATER FLOOR � 9 15 C r3'C' <� COOLER SOAP DISPENSER _ IX-) i FI ISH FINISH M5 N 1 { ( - "� �✓ l,)I r I: C I r__�v !11o�>Q -Q(I�o ===_=_'-_== I -=-u-==-=-= ---�a �jI1 oXoli z1c�c� oo `- -- -��-- ram, '❑;O W I I 4A`AT111A Sim. � SIGNAGE RE: A9.54 MI I 2(7w f¢ =' o SIM.IMEN ❑9 M 1uoo QHC. SIM. H< CD o- , i - I - _ NOTE: MOUNT ALL NON -HANDICAP ACCESSORIES ACCORDING TO MANUFACTURER'S RECOMMENDATIONS CD FLEVATION @MEN 1 11 a HANDICAP ACCESSORY MOUNTING HEIGHTS SCALE: 1/4" = V-0" NOT IO SCALE 5•_(J 11 4 5/811 17C © FAMILY ROOM CLR. 17A @,MEN'S 17B @ WOMEN'S @ WOMENI'S ,3I 14H C ONLY I u 1 2- ; I-4" 1 1'-811 j 12 10 1 Q YH C. �I H.0 'Lo orni �' 2 o; =-IzQ� «i C I THC. CD =j� I A, i I i -rL GRAB BAR RE. A9.5/9 4 @ WOMEN'S & FAMILY H.C. ROOM ONLY NOTE: SET FLOOR DRAIN! 1/4" BELOW -, FINISHED FLOOR ELEVATION AND PROVIDE 2'-0" X 2'-0" DISH OUT AROUND EACH DRAIN - REFER FLOOR PLAN FOR LOCATION. ELEVATION @ H.C. STALL FLOOR DRAIN PLAN SCALE. 1/4 - 1 fl 2T -5 3/4" �' �i4, 2'-10"I 2'-1U" i _-o' 3'-2" - ; 2'-1C" 2'-10' 2'-10 i 4" 4 5/8" (� 4' 5/8",1 I 4 5/8" ', j 4 5/8"'��5/8"�rl' . 4 5/8"�� I i I i I I I I I l�J AT H.C. STALLS ELEVATION @ WOMEN 242 SCALE: 1/4" = 1'-0" 2'-0" 2" X 2" PORCELAIN TILE if -- -ice( �F, F - - - - - ( Tel 19 SCALE: 1" 10'-1 1 3/4 1 i 4'-211 (1DB I 21A 17B 20B •� I N _ N v I 5 7 / 3'-3" f 2'-0" e 2'-6'' i 2'_011 12'-6' 1'-5" co H.C. H.C. ❑ o � o� i I , U 9 g - - Oi I H.0 h I �f H.C. �� RECESSED --� 17B CHANGING A TABLE (H.C.) A ELEVATION @ WOMEN 242 SCALE: 1/4" 11 m F -' I �� I I l' I I II i l l i it f I MOP SINK i REFER TO A5.10/3 �� . _. I -T- 1'- 6II WATER HEATER 'N/6" I I FOR PLAN OF HVAC ! A8.1/1 ,F� I CONC -PAD I 4 7/8" > CHASE ABOVE "i SIGNAGE 115A _ ems; ;{ REjIGECHANICAL RE: A9.5/4 `Ix N 0A� - I I ao \ _- - - - - - - - 1 6A Lj - - P2 -- I 3'-6" (5 1/d 4' 0 l r;w , { 1'-1 1/8 9 -6 //8 41 5 pia 11 7'-4 - 11 I o � H. F--- _' � � 8 2 .c. � FLOOR JANITOR o F.D. - I I FINISH A H. [ BELO H.C. ! { 4A 1 1 6 iATER c 4 { I _ I A4.4/24 I COOLER _ e FAMILY P3 P3 1 ROOM 4 H.C. 51/4'' 115 �,I I EXIT I _ 148A = _1 ! I PASSAGEWAY `�� _� 2' 3" I I' RECESSED CHANGING r' 1 148 I i If .F ABLE (H.C.) RE: A9.5/12� 911 I I I A4.4/23 A5.10/5 A4.7/4 I 11 �I vv L OWES LEVEL TOILET PLAN SCALE: 1/4" W 1'-0" �Ib�TH 1 6 EXTERIOR 1 7 17.1 WALL 1 4'-U" i M3 I � I I -1 clll M2 i 1 I 1'-7 1/4� - v 7 5/a" - 1/2" CHANCING - TABLE (H.C. , P v I � - CV �) I 7 I 1 - WOMEN- 3 3/1 �r I 242 BULKHEAD @ vo-7'-2" A.F.F WITH FINISHn17C� �I r I PROVIDE GYP.BD. TO TOP OF DECK & I' SOUND BATTS @ L PARTITONS @ S �j-CONF�DOWWNERI- \I SHOWN( SHADED I 2378 o WATER HEATER W/6" THICK CONC. PAD RE: MECH 243 CHANGING TABLE (H.C.) I BULKHEAD @ 7'-2" A.F.F. ' WITH FINISH 17C ;O� , IV rL YY/U JIVVJ L/'/ Y` \ H C. TOILET SIGNAGE RE: A9.5/4 1.7C TELEPItiON�S 1 J �6 T I A8.1/16 I P2 17C r11 SIM. 2'-6 2'-o I I , A_4.7/24 1'-"- 3 j TYP. 1 V-7 3/8" 1 _3 1'-4" I A4.7/23 JANITOR'S I A4.7/21 CLOSET , sIM. 240 UPPER LEVEL TOILET PLAN 1vo�7H SCALE: 1/4" = 1'-0" i/) 0 0 z x .J z 0 0 z � VI IV) Ld LJ z• Q .� r I 'I O I' t� I r Q I` r � II + O r � � (A �i.i 1 II , I. 4 SHEET; A8. 1 ! JOB NO.: 9303 DATE: 3/21 /9 4 J N J 00 a. "Kr oo 0) c� , z W W W i n L� I WATER HEATER RE: MECHANICAL F61' THICK CONCRETE PAD MOP SINK_ I !� MOP RACK TILE FLOOR I AND WAINSCOT ,�i WATERPROOF BENEATH 4A 17A jj I TILE FLOOR & BASE WHERE CALLED OUT ON I THE FINISH SCHEDULE o TYPICAL JANITOR'S CLOSET PLAN SCALE: 1/4" = 1'-0" 7' -9 1/2'' �N En`� FIELD VERIFY GL RE OF To A f D I i ( o > \N I' I II it E- 9 Ii ti \\_PI I - i I - t1 2'-7 3/4" 1 2'-6" j 2'-7 3All / CLR. 'I COUNTER ELEVATION SCALE: 1/2" = 1'-0" (RECEPTION 226) I co I l I C', I II , cvI I, 1- jj Tj OI I I� z 00 COUNTER COUNTER ELF VATION SCALE: 1/2" = 1'-0" (BREAK RM. 246) `o FIELD VERIFY( N PLAS. LAM. _ ' I TOP, EDGE 2OF AND SPLASH j SINK ' I I 00 i I � I U COUNTER ELEVATION 1' SCALE: 1/2" = -0" (KITCHEN 231) 1� C.L. OF HANDRAIL POST NOTE: ( AND EDGE OF RISER PROVIDE INTERMEDIATE SUPPORTS AT ALL TREADS AND RISERS p 11" TREAD C.L. OF COL. (TYP.) STRINGER i T.O. MEZZ. ' i �'...� •i `.::.." .$ EL. = 130'-0 1/2', Ldi n . 1 4" @ 6C� RE: STR T. / T CONCRETE FIL E D METAL PAN CON TRUCTION \ i i STEEL ANGLE SUPPORTS AT STRINGER BEYOND 00 STAIR STAIR DETAIL @ MEZZ. SCALE: 1 1 /2"=1 '-0" 10.1 OL V PREF, BUILT ON M TOP OF STEEL EL. 141'-10 FIELD VERIFY STEEI RE: t�O 0 LADDER DETAIL @ ROOF HATCH SCALE: 1 1/2"=1'-0" K.4 L i 19'-4" j C.L. OF GUARDRAIL AND HANDRAIL POST GUARDRAIL 4' I 1 " REF. A8.2/1 1 I I BRACED FRAMING RE: STRUCTURAAL 1 1/2" STD. STL. fi HAN D RAI L ED A8.2/7 I i i !1 I,If- 5 II- a NORTH PLA STAIR PLAN SCALE: 1/4" = 1'-0" -- 1/2" STD. PIPEO K.4 GUARDRAIL - ALL PAINT GRADE I 3/4" BIRCH CONNECTIONS GROUND r4„ 19'-0" I VENEER I SMOOTH PLYWOOD I co CENTERLINE OF- ! 1 19'-6 3/16 ^ ' i II t7 - HANDRAIL AND �, `*'-,0 1/2 , 4'-10 1/2 4'-10 1/2 i 4'-10 11/10 f,F6 3/16 -- I___ GUARDRAIL GUARDRAIL POST I I SHELF W/ADJ. cam, I M (REMOVABLE OR FIXED i' I II SIDE SUPPORTS I -I cA' RE: A8.2/7 & AB. 2/1 1) �- r +-� cD Loo-� rN O I -- `� C.L. BM.>I '��Q EL. 130'-0 1/2'�,I PLASTIC LAMINATE _ TOP, EDGE, A Tr EDGE OF I 5" AT COL. LINE "L" OP EDGE AND - 3 AT COL. LINE_ 22.2 , SPLASH '�' DECK 1 E-� 2'-0 i ANGLE ; \ Z, I ,�- - WELD AT FIXED GUARDRAIL j FIXED GUARDRAIL SLIP FIT AT REMOVABLE GUARDRAIL _ 1'-6" REF A8.2/12 lIi i 2„ O STD. PIPE A8.2/10 O.H. j, r I ) 1/2 " ST ' T.O. MEZZ.TI . HANDRAIL \ (I 11" PAINT GRADE 3/4" BIRCH o VENEER I PLYWOOD COUNTER SECTION SCALE: 3/4" =1'-0" N AZING 7 A4.4/2.4/20 SIM. -6' LO - A8.1 /7 +I�_ z aH G �� AJ. Lo LAM. �� 00 )P, EDGE 20r �-- c/� Q/14 H.C4 3 JD SPLASH H.c- 12 H.0 C. s LJ U2OF 1'-6" 2'-8" I1'--06 5'-a" TOILET PLAN SCALE: 1/4" = 1'-0" _ I I STEEL ANGLE Q0 �I LD i I STL. BEAM RE: STRUCTURAL @) ry - I CLIP ANGLE j AT EA. PIPE SUPPORT o' WELD AT FIXED GUARDRAIL EL. 118'-11 1/2" I GUARDRAIL DETAIL SCALE: 1 "=1,_p„ id I �1 A8.2/9 I o, ion/r,c, n cni v\ 'A WALL 1/2 1 1 CLR. 2- 5 1 /8 1 4' 0 4 0 4' 0 I 4' 011 I T.O. HANDRAIL �l STAIR HANDRAIL + I i I i f EL. = 13T-6 1/2'! T.O. MEZZ. 130'-01/2 - / ' i '�_ .....I •� --- ---- - - ----- \ r-• � -------- --' -; ; ------ I-�-'EL.= r �I STAIR BEYOND 1 1 /2"0 STD. PIPE 2" STD. PIPE FIXED GUARDRAIL NU 1/2"� STD. PIPE TO HAVE -- REMOVABLE GUARDRAIL A SLIP FIT INSIDE 2"0 STD. PIPE GUARDRAIL ELEVATION SCALE: 1/2"=1'-O" TOP OF STEEL +' i EL. 14It- 10' I FIELD VERIFY I cv I I m W I; I J v� 10 I0 i N �7 r �Iv Ile- _i MEZZ. FIN. FL. I STL. BEAM RE: STRUCT. 1 1/2" STD STL. HANDRAIL EACH SIDE i� 18'-1 18T ® 11 " = 16' - 6" A8.9/10 � I I NJ STAIR SECTION A8.9/30.H. SCALE: 1/4" = 1'-0" %�� ROOF HATCH SIM. TO A2.19/11 12'-0" HATCH 0 SHIPS LADDER SECTION SCALE: 1/2" = 1'-0" 5" TO EDGE OF SLAB l 234:E ' -- - - 230 I it I 229 T 1 225 I I 227 �I 15 16 T I ul 2 � 3-�-r- I I i 232 I i I Imo_` i I I F 13l i 15i i5i I P� INTED GYP. ® l ®� 220 BD. CEILING 228 I I _ 1 I 1226 I I MAINTENANCE AREA REFLECTED CEILING PLAN NORTH NORTH SCALE: 1/8" = 1'-0" TRUE PLAN 22.4 21.6 22 22.2 y 4'-0 1/2" 9 1/2' V) Cf) 0 a� 0 z x I; i + I- � it AA RO F-i HATCH ABOVE l-j c� OFFICE REFLECTED CEILING PLAN NORTH NORTH RE: A8.2 6 l SCALE: 1/8"=1,-O" / _ D. PROVIDE GYP. BTO DECK TRUE PLAN I I EXTERIOR WALL z l'-1 3/4" I ! AND SOUND BATTS @ c ! 14.6 1 5 PARTITIONS © MALL MANAGER, 1 O I I CONFERENCE, AND TOILET U „ WHERE SHOWN SHADED 3'_O" a I i IDIAGONAL rl-1 -1 =i Q WIND BRACING 10'-5 i 30'-0 - z 0 i ( ; EXTERIOR WALL A8.2/8 @60'v'_ MAINTENANCE _ 6'-7 1/2" 9 1 /2" 4 7/8'' 4 7/8 „ 10'-0 1/8" 1 14'-6" 12 -8 3/8 I 0-0 271 TO EDGE oo EL. 130'-0 1/2" I OF SLAB ASSISTANTMALL - I 2'-8 1/4" 00 MARKETING MANAGER J MANAGER CO I o _ co MANAGER 235 I` M Tv i 7 236 i, -1 234 �- J o of N z Cp-in ( I 1'-6" MIN.- m I E \ �� ! 35 REFER TO A8.1/1 I n FOF PARTITIONS 36 AND DIMENSIONS - 3�4 C033 ; t FT IN HIS AREA i 4 M 1/8 3- 5' p�� - �•--� 1'-6" MIN. ASST. MKTG. - I ao TOILET 00 DIRECTOR J 32 J "0 232 i !A1 i 230 UV4 7/3Fn CONFERENCE 31 0 ROOMS P1 i a MAINTENANCE STORAGE PLAN NORTH NORTH -00 SCALE: 1/$" 1'-0" TRUE PLAN i c A8.2/'13 �SIM. J 30 i o ¢U v-i ¢ 21.6 F.F.EL. 22 22.2 22.4 23 o KITCHEN 120'-6" "'• EXTERIOR WALL o - 231 J `� _ 37 �� 11'-6" " co 60 ,'r 8" o MARKETING 29 0 = - PUBLICf o ?3'-2" I i 28B �( 28 v 17C o o I' r� l v _ I I o SECRETARY �, Q r l CORRID R -) co 2-9 N Q I �I 220 4 7/8 - 5 1/8" A �I -I( AI If I -21205'-0 1/8 8" 4'-0, " J 7'-9 01 `2" -I6I'-7- 1/8" I = 6-4 1/240 1/2- I _ lco -MPUBLIC CORRIDOR o 4 7/8WAITING 5 1/83/8 -I 17C1 00'-7 3/4_' 228 = 245 SIMMAINTSIM.L w to 1'o ./ 4 7/8" � ROo 5-6 i 4I 7P r o 118'-ll 4 1/n"1/ T 00 EDGE OF PECK 19 ANGLE ABOVE '0- 1'-1 8.2/170 /40-5 349 �r A8.2/17 S M(N _ I 48 IFIRE . VALVE CABINET /� in l i I I I BRACED FRAME J ( I j - - - = UP ' REFER TO _ i 26 FIRE EXTING ISHER �� I I 1FIRE VALVE - I) STRUCTURAL PLANS 00 COAT ROD 11 C1 j CABINENT I &SHELF - RECEPTION 9'-4 5/8" 24 - \ A" I 226 FIRE I Ln SIM• EXTINGUISHERI 1'-11' _4 7/8" B EXIT I co'I i CABINENT i EXTERIOR WALL I OPERATIONS N d F ` \ 'oO [�J a8.2/13 0.�1. LINE OF 4I DIRECTOR - i PASSAGEWAY BRACED FRAMING I - J A4.4/21-' T OFFICE 249 - I �I RE: TO STRUCT. j RETAINING WALL 8EL0 I ( 223 4 7/8" ADMIN. o 1L 0 5'-8" � 70 I � DRAWINGS C I� � 3'-6" 8'-1113/4" 5'-6" ?0'-7 3/4" � Q c 'I, Q, "o CLR.. I 4>-1' I o V_ J 4 7/8" �0 4 1/4" 224 i w -I ir>I TOILET I - 'HATER HEATER a SIM. �2 J 0 o n I I 9 1/2 ON 6 THICK 14 _ J r EXIT I ca ca O 270 I CONC. PAD I 14' 10" 17 3'- I CORRIDOR - --PASSAGEWAY �- A8.2/8 . -- 3'-8" 4'-0 3/ai' 9'-11 1/ " K. 4 1/4'' - - J 2 0 o BREAK ROOM - I REF. I bj, I �� 3/4" �' 238 - -1 38 - - - �- IL - J 4 7/8" .� CD 246 4 7/8"� ? 5/8" - - MOP i in F /--3'-6" - - - - - - - - -r- - - K.4 - 1, I 51 SINK L1 I I A8.3/10 o SECURITY 21 JANITOR'S CLOSS T vgi I 4_15'-6 4 //8" 12'-6 5/8" i 10'-8 1/2" \ I L1 239 z L _ _ E -- r I / --- 4 1 - - -- -- + 39 _ C1 46 =j _ A5.10/4 1 4'« `�4 5/8, 1'-6 3/81, o jTORAGE �I °O �- g � o A8.2/15 s , SI 10'-( ' 8 -1 r a w ,� SIM. i _ ; JANITOR - '�?� 221 F r I O°`0' CLOSET o n _ I _ A � f - - - - 1 - `c vi 7'-5 3/4" _ 4 7/8" -�-- _0 cn A8.3/10 OJ 947 I z ,� C1 SIM. 252 I , U „ ; � o "' WORK ROOM. ' _ L1 _ "j W �, �I_ 247 i �I F -� I SIM. _ WATER HEATER 'i ON 6 THICKON v> K o < ("��- A5.10/1 cQ Q -;� 9'-0" 9 -0 �. f CONC. PAD i ;0'-81/2' i 7 5'-6 10'-0" / 1" ,�- ,� a,' F.F.EL. �N , - �' �I SIM. I w RAM DN 1 19'-0 "' _ 4 7/8' 4 5/ r. 1'-6 �1'-0" F.F.EL. � ¢ z Q, o Lt �, I� in v 1:12 A 120'-6 , co 48 L1 �,Iv A �SIM. , I = MOP i EXIT- 66( 1'- 1'-6" I (` I PASSAGEWAY o EXIT SINK ,� I 6 0" C1 S1M. I 6'-p" I A L1 B2 d 217 `r I I M PASS WA 5,_6„ 10'-7 3/4" ` 4 I I RAMP UN '�-- '� n I Q SURFACE I 218 -- to i 1:12 -I 19'-2 3/8 10'-4 3/4 HVAC !!! MOUNTED I a"' 4 1/4" 4 1/4" I I 4 7/8'' I CHASE ANNUNCIATOR F. F. EL. PANEL' F.F.EL. RAEXIT BZ A ' RAMP 122'-0" 120'-6" MP T-5 9/16" SIM. A v� PASSAGEWAY Sim. II CLR. A8.3/7 250 EXIT , 0A8.3/7 A8.3/10 ' PASSAGEWAY co 51 2 A?.?/? MAINTENANCE AREA PLAN NORTH OFFICE PLAN NORTH / - TRUE PLAN TRUE PLAN (D SCALE: 1 8" - 1'-0" raORTH � SCALE: 1/8" = 1'-0" iVORTH ��pp 9 ram, �-i ,i SHEET: 8.2 JOB NO.: 9303 DATE: 3/21 /9 4 I. i CID 'rD. EL Q Uj t� 1 W La Uj i- •J � Q � 0 N U T i I 1 '-6 3/4" _ REVISIONS:., 11?'I 41� 1 1,�I , 21'-0" I 19.9 20 20.6 21 2 -0 I fi 1'-6 (2'-1 1 5/8" © SIM.) 2 1/4 4 i 1 1/4 0 STD. PIPE i HANDRAIL PAINTED 10 ' 11 1/2' , STEEL HANDRAIL BRACKETS cv I co I T.O.C. 1101'-51/2" 1 1/2 0 POLISHED I PORCELAIN I i I IT.O.C. I I f � STAINLESS STEEL tiTILE STEP BEYOND HANDRAIL., TYP. \ti .. ,:.. ": • `V I o' L1 i cv RAMP BEYOND �o .� .. :;. 06 o I 4u I $ ' N 1-'l--t--r- _ I � � ,,, : ''::,• �. i _�-- �I A� 8.3/18C \ LIMITS OF �91 cv - 9 I cV i DN. OPP.HD. \ CONCRETE SLAB -1 i i ; RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING Q0,� ELEVATION LEASE f - LINE / I -� SLAB ON STEPPED SLAB } �:- ON GRADE I \ \ 1 I : ' GRADE .. 1 RE: STRUCTURAL i TENANT SPACE i HANDRAIL �. RETURN \ ;1. - - -- - -- -- Ln o N co ( r� ( \ - F. 5 o a ¢ - A8.3/21 I <t n Off. CD RE:: - SECTION A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING _I � I RAMP DOWN ELEVATION EXIT i _ COI .EP ELEV./RAMP TP ELEVATION nU PASSAGEWAY I \�j�� TYPICALILo co Z SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" 1,- - --- ---`_ i - > \ w i-'� RAMP DOWN 1:12 � � � NOTE: REFER TO PLANS _ 18'-0 � LINE OF DEPT. STORE I 0 � co r - ; n FOR LOCATION �" ��L _ F.F.E. = ,i Ig I F.F.Q.- `�\.. ._ . ;.'......:.... N I (I i ulv uvlvur<t I t Junes _ .• --- -- w I i ............... 2 (i----- I j -t I' , j N �° �a . Ej-- 3F ) 2'- 110/8 a ' I ' � - o CONCRETE SLAB ON GRADE _� _ ..... RE: STRUCTURE 3Aw a 211 I I 3E I4'1 I I _- '�- fi18'-0" RAMP DOWN 1:12 HANDRAILS SHOWN DASHED FOR CLARITY OF FLOOR CONFIG. RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING STEP PLAN SLAB ELEVATION CHANGE LJ SCALE. 3/4 - 1 0 L1 .ALE. 1 1/2 I 0 2'-811 , iv OF NEUTRAL PIE RP , -� 1'-4" I 1'-4 j MALL TENANT - -- -- --------,I - CONCOURSE I i LEASE SPACE 12'-2" � 1 �-LEASE LINE i I -1 1/2" 0 POLISHED i STAINLESS STEEL I - ( STEPS MAIL HANDRAIL �> ! ' _ CONCOURSE ND I T.O.C. i I T.O.C. 1 T.O.C. ( T.O.C. I 105'-11 1/2 1 105'-5 1/21 104 11 1/2-1 .04 5 1/1 7 CONCRETE CURB AND SLAB NEUTRAL PIER SHOWN DASHED ON GRADE RE: SRUCTURAL { -Ell FOR CLARITY OF SLAB CONFIG. I i T2 1/8 i °0 i �1 EASE co L ( oa LINE +---- =ram' i 1 I T.O.C. I I T.O.C.- - _ 105'-11 1/2' 11 104-5 1/2' L oa� _ .. ...o �. o TENANT , II ' I I TENANT I ' - • t - o°ZTF _ _� 2 ,i4- I 1'-5 1/8"; LEASE SPACE' LEASE SPACE ' IV-7 3/8" NANT SLAB ON GRADE (NIC) 4 OF DEVISING WALL. 'RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING SLAP ELEVATION CHANGE SLAB ELEV. CHANGE @ LEASE LINE SCALE: 3/4" = 1'-0" J SCALE: 3/4" = 1'-0" LIMITS Or - CONCRETE SLAB TENANT > ---� - AND LEASE_ L WE\ SLAB (N.I.C.) a \' LINE. OF DEPARTMENT STORE - �41� j °� K), j \ TENANT 4 7/8 LEASE SPACE °J 7 EXIT PASSAGEWAY TENANT SLAB ELEV. VARIES NEUTRAL PIER SHOWN / MALL �� DASHED FOR CLARITY cni x CONCOURSE OF. SLA" CONFIG. �'I 00. . o / LIMITS OF - CONCRETE o •_ o0 SLAB I \ t SLAB ON GRADE �^`'� ° ° . 7% RE: STRUCTURE ILA-Z -- / I � / \ \ - - l " EXPANSION JOINT - - - SLAB ON GRADE �� \�• �l/O Opts \ i ( ) �� F \ I EASE I LINE RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING o SLAB ELEVATION CHANGE a SECTION @ CORRIDOR RAMP SCALE: 1/2" = 1'--0" SCALE: 3/4" = 1'-0" 2'- 811 i G OF NEUTRAL PIERI NOSING l'-4" I 1'-4" I _ I 1'-0" TYP. fie 5" + 12'-211IN � 1 3K I7 I STEPS MALL 1 " NOSING - CONCOURSE 3A ,�-1- T.O.C. 1 T.O.C. I T.O.C. I T.O.C. A 105'-11 1/2" i { .A 105'-5 1/2" l A 104--11 1/2'1 A 104'-5 1/2" 6 104'-5 1/2" I . 8 103'-11 1/'2' B 103,-51/2" , B 102'-ll 1/2" 3K I C 102'-11 1/2" I C 102'-5 1/2" i C 101'-11 1/2'1 ' C 101'-5 1/2" I D 101'-5 1/2" I 1 D 100'-11 1/2'1 D 100'751/2" 1 D 99'-11 1/2" I I LEASE L LINE 3E { _ o T.O.C. I I1 T.O.0 I �i vo A 105'-11 1/2" 1 A 104'-5 1/21' NEUTRAL PIER SHOWN DASHED = 3A B 104,-5 1/2" I II B 10T-11 1/ " FOR CLARITY OF SLAB CONFIG. C 102 -11 1/2 I I I C 101 -5 1/2 TENANT D 101'-5 1/2 D 99'-11 1/2 TENANT LEASE SPACE LEASE SPACE o2 1/4"" 'I1=311 I` CONCRETE STEPS ' V-5 1/4" RE: STRUCTURAL A8.3/8 ; OF DEMISING WALI B SLAB E LE NATION CHANGE DETAIL (' SCALE: 3/4" = 1'-0" SCALE: 3" = 1'-0" D II B2 I TENANT LEASE SPACE ( i TENANT LEASE SPACE I CONCRETE DECK {- GYP. BD. BY RE: STRUCTURAL 1� I TENANT (N.I.C.) 3 5/8" METAL STUDS BUILT-UP FLOOR FRAMING RE: STRUCTRUAL I i COMPOSITE\' l CONCRETE DECK RE: STRUCTURAL IDECK ELEVATION CHANGE SCALE: 1" = 1'-0" MALL CONCOURSE i i TENANT LEASE SPACE FLOOR TILE RE: FINISH SCHEDULE-- LEASE LINE FLOOR SL4,13 1 RE: STRUCTURAL + 1 CN, F.F..E. 106'-0" o • • I RETAINING WALL AND FOOTING RE: STRUCTURAL . •.. .•11•. _' TENANT SLAB E---- - - - - - - ~'- I .•_''III ... •..•:a°•, '•- •• .:�:.o: :'-� "�;'i:.l'i�• ' .'CA RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING SLAB ELEVATION CHANGE SCALE : 1" = 1"-0" I TENANT LEASE SPACE I I I TENANT LEASE SPACE TENANT SLAB I I- GYP. BD. BY TENANT (N.I.C.) (N.I.C.) I l I 3 5/8" METAL STUDS w � � RETAINING WALL AND I - - - - -•� ; : op I FOOTING RE: STRUCTURAL 1 I ,i �o• I TENANT SLAB - (N.1.C.) r I l+ i' �l- lIII •� . I ----------- RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING SLAB ELEVATION CHANGE SCALE: 1" = 1'-0" 102'-11 1/2" T.O.C. 1 1 U1'-5 1/2" T.O.C. ol PREMOLDED TILE-- N 1 EXPANSION JOINT RE: A4.4/26 ENLARGED RAMP/STEP PLAN I II I I o; NORTH PREMOLDFD TILE NORTH SCALE: 1/8"=1'-(3" I I - ' I I EXPANSION JOINT I TRUE PLAN 12 °o moo. .... o :.I 1 RE: A4.4/26 j �j :c�o`. ONCRETE SLAB ON GRADE_ RE: STRUCTURAL NO 1 1/2" 0 POLISHED -' 4' "MAX. STAINLESS STEEL fi HANDRAIL RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING SECTION AT RAMP SCALE: 1/2"=1'-0" 1'-6" 2T © 12'' = 2'-011 13'-011 I 511I 1 ,_611 3' -0' j NEUTRAL PIER ! I I BEYOND W/ 8"X8" PORCELAIN TILE I I of 1 1/2" 0 POLISHED-, STAINLESS STEEL j f l ` {\ I !I_ j HANDRAIL .. \ II i ' ' I PORCELAIN TILES 3A I( Ir 1" :NOSING TYP. �- o CD (711 STEPPED SLAB Y I ON GRADE I L j ....... RE: STRUCTURAL I tJ f i 1'-0"j,4" I I 1 1 4" - I NEUTRAL PIER BEYOND - RE: A2.1 FOR LIMITS OF UNDERSLAB WATERPROOFING SECTIONS AT STEPS SCALE: 1 "=1 '-0" 26 9'-9 3/411 I 101'-5 1/2" A8.3/18D T.O.C. 199, -111%2" F.5 N ' -----'--- - -- 4'-0" LEASE LINE co •�--� I i DN. A8.3/5 �I o A8.3 11 OPP.HD. co A8.3/6 `nl � r F.F.E.= I ! RAMP DOWN _Ilw F.r.E.= 101 ' - 6" SLOPE 1 12 _ 0lu 100' -0" A8.3/11 HANDRAIL J DN. _ �D j 4'-1 " 13' -1 1 " --:� I E.5 A8.3/ 18 D 101'-5 1/2" T.O.C. 99'-11 1/2" I T.O.C. it _--2 1/4" a ENLARGED RAMP/STEP PLAN NOi�TH NORTH SCALE: 1/8" =1'--0" TRUE PLAN 10" 2 1/4" 104'-5 1/2" 1 T.O.C. 102'-11 1/2" T.O.C. A8.3 188/F--LEASE LINE F.5 a - PP.H[u J / c() I - D N • > A8.3/5 � IfI U V r ' I (p n ' r' F.F.E.= 104'-Ell! ; I Nl cc i F.F.E._ A8.3/6 103' - 0" HANDRAIL, TYPICAL r � l 104'-5 1/2" LEASE LINE T.O.C. i 102'-11 1/2" 70-M T.O.C. LIMITS OF CONCRETE SLAB �.-2 1/4" NORTH ENLARGED RAMP/STEP PLAN SCALE. 1/8" -1 0 TRUE PLAN 9.5 8,-01, A A>\1/2'1I X\ 0 LEASE �� LINE \ u < / -S \ o / �_3� 9,y� A8.3/11 ] N �O°� OPP.HD. \ 6 i LIMITS OF X�l' CONCRETE SLAB HANDRAIL, LINE -LEASE TYPICAL � \ F.F.E.=106'-0" F.F.E.=104'-6" %%�\\� 6 A8.3/5 OPP.H0. ; LEASE 311 LINE '- 5'-7" rD, LIMITS OF A8.3/1BA [CONCRETE SLAB DN. ) Q - - - -c V � E.5 1105'-11 1/2" o T.O.C. 1 104'-51/2" T.O,C. 5'-3 3/4'� 0 f ENLARGED 'RAMP/STEP PLAN NORTH NORTH SCALE: 1/8' = 1'-0" TRUE PLAN 1 OPP.HD. RAMP DOWN SLOPE 1 12 + A8.3/11 1 A8.3/1813 DN.- V) (f) Q ' 0 z x . 5 #.) V) z O Q z W o > z i Q a... : i ' SHEET: i A8.Z i J03 NO.: 9303 , DATE: j 3/20 4 ; DEL 123'-6"� 22'-9" ok EL 120'-4" EL 119'-0" SEARS BEYOND EL 123'-6" ��EL 122'-0" 1 DEL 122'-0" D EL 1 19'-0" EL 1 13'-0" KAmr I IVIV SCALE: 1/4" = 1'-0" fll r1r 1 IA AI FN f7 A 11 DEL 123'-6- EL 122'-9" , EL 1 19'-0" EL 117' NEUTRAL BAND i j LEASE LINE I TENANT SPACE RAMP SECTION SCALE: 1/4" = 1'-0" EL 122'-0" ,6 EL 1 19'-0" EL 1 17'-6" LIMITS OF I LEASE LINE I j TENANT SPACE--� I—) RAMP SECTION! SCALE: 1/4" = 1'-0" S.S. GUARDRAIL PIPE HANDRAIL A9.5/10 —STEEL PICKET RAILING I rE 123'-6" SLOPE 1 12 PORCELAIN TILE BAS 3A A EL 1 19'-0" NEUTRAL BAND LIMITS OF j � I LEASE LINE I ' TENANT SPACE I ! I 1 RAMP SECTION SCALE: 1/4" = 1'-0„ EL 117'-6„ Q'26 2'-91/2"-7" I �, 13'-9 1/2" A4.7/12 j I II MI - ------I—-------------L-� 4 1'-10" «' 4'-5" 4" o' I A4.7/19 O.H. HAND o 0 0 0 ;i 0 oI o of \� 0 0 0 0 A4.7/19 — ''-10', --------------- - � rcoo ---I---- 1 f i 1 �1/2 6'-10" ENLARGED RAMP/STAIR PLAN SCALE: 1/8" = 1'—O" Q2 ENLARGED RAMP/STAIR PLAN SCALE: 1/8" = 1'-0„ 9.5 G I I ENLARGED RAMP/STAIR PLAN SCALE: 1/8" = 1'-0" ENLARGED. RAMP/STAIR PLAN SCALE: 1/4" = 1'-0" I REVISIONS: /Q\ 2/24/94 Q) V) I W zx J ('o i O u 4 W i (n r ED z z —y n O � Q O pq � I SHEET: � A8.4 aL4 JOB NO.: 9303 DATE: 3/21/94 � r. is f� YI co T � v w o z � n � 0 j 00 in ! K� O _ 7'-10 7/a" �'-0' 7'-10 7/a" z'-0" 141 4 7�/8j1 " �18'—33/-4-"� �5 ",2'-51/2", 31-0 1/2" LEASE 62'-5 1/2"', Y-0 1/2" I4 7/8" f8 3/4" 1/4 I LEASE -3 1/4 TENANT I r o I I I I! SPACE t It I I TENANT co "� - i Jam- l SPACE '`+- !� A4.7/4 O.H. SIM. ' II FIRE VALVE ! ' FIRE VALVE ! CABINET - I CABINET - EXIT �' I I FIRE EXTINGUISHER -1 J EXIT -co¢ / I �! I PASSSAGEWAY ! J I CABINET r w FIRE EXTINGUISHER U PASSSAGEWAY I CABINET unu j ! ,"v TENANT A3.9/10 O.N. j I ; I A3.9/10 O.H. Li DEPARTMENT STORE SPACE A4.7/4 '' e LEASE Nr �j EXIT PASSAGEWAY VESTIBULc U SCALE: 5" 4 1/4'' OF ACCESS LADDER F: A8.9/12. )OF HATCH ABOVE) -� ID2 i , N Ln LEASE SPACE ELEC. 1 RE: ELI ! co I 0 �+ I \I �I 4 7/8" a a UPPER LEVEL PLAN 33.8 34.2 i 10, _9" 8'-1 1 5/8" CLR. +n 4 1/4'' CLR. I it T j j II L I III j _I I U '— Al A1' ! ELEVATOR - ! . EQUIP. I a' D2 At ROOM r7 �, 4 5/8" c Q r D2 I_}-- o li FREIGHT ELEVATOR RE:A8.7/1 to — D1 T.O.C. C1 Al LP o0 LEASE 105'-2 1/2'' ! LinSPACE p _j ! JANITOR ° CLOSET n a ¢ Al w ® ! u a _ cn tj) ! j A l T x< ry 99'-11 1/2" J All ! I f ! Fill\ F J I �ni U It i i ! I . 4 7/8" 5" j 6 1/2'' I i 4 1/4" 7'-0" A i 1'-4" 1 5'-6" I. CLR. CLR. fi CLR. LOWER LEVEL PLAN REFER A8.5/1 FOR TYPICAL NOTES RE: A8.9/1 FOR TYP. STAIR DIMENSIONS NORTH FLOOR PLAN STAIR #7 SCALE: 1/8 = 1'-0" O EXIT PASSAGEWAY VESTIBULE SCALE: 1/4"=1 '-0" 24 24.3 24. 8'-11 1/2" 1 12'-11 1/2" 9 1/2!\8 1/211'-4" I C111 1'-1'� � � I I 11'-8 Tit 1,_1, I j I T.O.C. I j 118'-11 1/2"Ti I I j ! DN + tIJ ,!I W + U I I I z Qc� I !� i a- Q+',' U D L'J II o j i T.O.C. I I I 1 13'-8 1/2" I I 1! 5'-1 7/8 4. I 31.4 31.5 32 32.3 31.4 31.5 32 1 _ 2" 14' - 4 1/4'' 8' - 4 1 /2" ( 1 ' -1 " 5 3/4" 1, _ � I 9' -1 1 /8, i 4 I/8" 21 ' -1 ++ 9 1/2"1++� 5'-11" t In. 14'-4 1/4" 8'-4 1/2" I i1'-1" - 1 " E.J. CLR. CLR. i 4 1/4'' - J' Cy! GUARIJRAI!_ w - - REF: A8.9/14 �_ j jl, = K I - GUARDRAIL ' i G JANITOR C1 f ,,� Z� I N REF. A8.9/14 ! ! Z CLOSET ' j z ')ZU c� NLn REFER A8.5/1 FOR ! IL w N U 6-I (j_! TYPICAL NOTES !v n U I rj ! I >- I Ln oN DN o� r! -�� 'Q o� UP oo w U I N \ F C 1 Q J I EXIT +� �I �V At LEASE c2 i ! �'! IU I I A2 PASSAGEWAY ! I� �'! xQ SPACE t L1 w °' ( fL�r-E of .IF HVAC L1 ! __j LEASE 1 I OWER LEVEL PLAN CHASE L1 Q'�� I SPACE I I 5 3/4,+ ll� ; l 6'-0"� 10' -0" IIi 4 RE: A8.9/1 FOR TYP, STAIR DIMENSIONS CLR. o FLOOR PLAN STAIR #8 r UPPER LEVEL PLAN NORTH SCALE: 1/8" = 1'-O" E, 24 24.3 24.7 12.5 12.9 13.1 12.5 12.9 13.1 Q J yi, 12'-3'' ! :�iL 12'-11 1/2" I8'-11 1/2" 1 1 �, 1139'-8" 7'-1 1/ .I` li 21'-1" �4 1/4 i , 5 11 4 -0" 1'-0"Ij 11 -4 ! -9 1/2 1'-0114 11'-4'' r�5+ C -8++ N = �'-1 11'-8" f ! = r N GUAR RAIL Z RE:A8,9/14 ! �NJI Y I ; I T. I � EXIT T.O.C. + T.O.C. �O.C. �) o PASSAGEWAY 109'j 168 1/2" j121'-11 1/2(D j I i ' ! I c3 I rYC6 I <Li: ! __j � � �4 z Qw 1 DN I �I ! j z J j r I k i ! 1 I T.O.C. UP �I I cQcc o' --n _CZ it ji I II _r ni ! " j . I!j! 116'-8 1/2 UPPER LEVEL PLAN c1 15'_ 1 784" _j - T.O.0 CR. T.O.C. 'IW CLR.101'-51/2„ 104'-5 1/2" 1 I I 10, r ;r� ! ; �r�, > )i F II I I 0.1 1 '� I 7' -1 1/2'' = 4 1/4" SPRINKLER 0 I ' 4 5/8 SPRINKLER 4 1/4" ' ! 7" „ ROOM <t I 10'—a 3/a" ' ROOM = 9 — I 1 5 = 4 5/8 �, j j 21'-1 CLEAR , I r. to r� 41 5 J w I 10' 8 3/8" 0' 9++Eo A2 R r. P L B G. 1- ! I U I / -+� N to -1 ;r(j� j 4 1/4' n m D1 F xQ r,! _ li CLR. D1 i! ! (v f-� RE:PLBG. q r> - ( ! CLR. D1 II L0 I = N w� I j I I! - �i I XQ F D1 jl - I Y L '�— li! `� n i v i I GUARDRAIL f. j { I F _ ' I FREIGHT � I I'' FR! ELEVFREIGHT I ' D -¢ o I-i r-dELEV. , ELV4„RF.8.ELE/. j � r,/E- R.7 ! t/ L0 RE.8.7oil-) RE:8co 4 �� ' zF z F �Dll !Dt ELEV.ELEC. o' Ln LEASE ROOM «00I Q ELEC. LEASE m Q ELEV. D1 m EQUIP. w! SPACE RE: ELEC. 11 ROOMSPACE EQUIP. (0ROOM I RE: ELEC. u ROOM'n F F co N <- � ' �F 4 5/85/8'' � _590'-5 3/8" � i i LEASE 2 c j o JANITOR Q I 0 -5 3/8 90 -9 x Q F JANITOR r - �` �„ ! SPACE cU<. I A2 CLOSET `�' �- GL R. w a- Al � - j 7'-6 -1 CLOSET ! ! ., IJ UPPER LEVEL PLAN UPPER LEVEL PLAN �- 11 " E.J. 4 1/4' At 4 7/8" I CLR. LOWER LEVEL PLAN REFER A8.5/1 FOR RE: A8.9/1 FOR TYP. STAIR DIMENSIONS TYPICAL NOTES NORTH r!o) FLOOR PLAN STAIR #6 SCALE: 1/8" = 1'-0" UPPER LEVEL PLAN 3/4' it ji I II _r ni ! " j . I!j! 116'-8 1/2 UPPER LEVEL PLAN c1 15'_ 1 784" _j - T.O.0 CR. T.O.C. 'IW CLR.101'-51/2„ 104'-5 1/2" 1 I I 10, r ;r� ! ; �r�, > )i F II I I 0.1 1 '� I 7' -1 1/2'' = 4 1/4" SPRINKLER 0 I ' 4 5/8 SPRINKLER 4 1/4" ' ! 7" „ ROOM <t I 10'—a 3/a" ' ROOM = 9 — I 1 5 = 4 5/8 �, j j 21'-1 CLEAR , I r. to r� 41 5 J w I 10' 8 3/8" 0' 9++Eo A2 R r. P L B G. 1- ! I U I / -+� N to -1 ;r(j� j 4 1/4' n m D1 F xQ r,! _ li CLR. D1 i! ! (v f-� RE:PLBG. q r> - ( ! CLR. D1 II L0 I = N w� I j I I! - �i I XQ F D1 jl - I Y L '�— li! `� n i v i I GUARDRAIL f. j { I F _ ' I FREIGHT � I I'' FR! ELEVFREIGHT I ' D -¢ o I-i r-dELEV. , ELV4„RF.8.ELE/. j � r,/E- R.7 ! t/ L0 RE.8.7oil-) RE:8co 4 �� ' zF z F �Dll !Dt ELEV.ELEC. o' Ln LEASE ROOM «00I Q ELEC. LEASE m Q ELEV. D1 m EQUIP. w! SPACE RE: ELEC. 11 ROOMSPACE EQUIP. (0ROOM I RE: ELEC. u ROOM'n F F co N <- � ' �F 4 5/85/8'' � _590'-5 3/8" � i i LEASE 2 c j o JANITOR Q I 0 -5 3/8 90 -9 x Q F JANITOR r - �` �„ ! SPACE cU<. I A2 CLOSET `�' �- GL R. w a- Al � - j 7'-6 -1 CLOSET ! ! ., IJ UPPER LEVEL PLAN UPPER LEVEL PLAN �- 11 " E.J. 4 1/4' At 4 7/8" I CLR. LOWER LEVEL PLAN REFER A8.5/1 FOR RE: A8.9/1 FOR TYP. STAIR DIMENSIONS TYPICAL NOTES NORTH r!o) FLOOR PLAN STAIR #6 SCALE: 1/8" = 1'-0" UPPER LEVEL PLAN 3/4' K ! ' LEASE i y SPACE - Co _I ULL �o �o EXIT PASSAGEWAY /4" 2' 3/4'' G 4 1/4'L,� I �r4 5/8" - � . I I N co I CLR. 00 CLR., Ij ! II co N II jLn A2 it _j;, j I N I I i ,. j:n U ou-1 A2 j FREIGHT ELEVATOR I p Is ! RE:A8.7/1 o iU �i 4 T.O.C. Dt -1 I 121'-11 1/2" i I �j j Eo FFa 1 I 4 1/4'' = 1 i r( _`' 1 !I LEASE Q i SPACE N U �V) N x< _ 1_II CL !; I, 5'-0' LOWER LEVEL PLAN !. CLR. fi RE: A8.9/1 FOR TYP. STAIR DIMENSIONS NORTH00 FLOOR PLAN STAIR SCALE: 1/8 - 1 0 4 7/8" Al 4 1/4'' 1j 3", 15'-1 7/8" 1 REFER A8.5/1 FOR CLR. TYPICAL NOTES LOWER LEVEL PLAN LOWER LEVEL PLAN RE: A8.9/1 FOR TYP. STAIR DIMENSIONS RE: A8.9/1 FOR TYP. STAIR DIMENSIONS FLOOR PLAN STAIR # 2 S NORTH � SCALE: 1 /8" = 1 '-o" NORTH a FLOOR PLAN STAIR �� . SCALE: 1/8" - 1'-0 1 2 1'-7 3/4" Ir 4 5/8" (3_2'-0 21'-1 + 5/8" 4 7/8"� L'-9" CLR. 5/8" 4 1/4" 1 1/4" 1/4" 4 1/4° 4 1/4" -4 1/4" / r E.J. ) ,1'-0° �_i0 8'-1 1/Z° I� 10'-0 3/41' 7'_0" f 4 7/8"� �.1 10'-8 1 /2" Q I i 9, I q CLR. I CLR. J I i1 CLR. I �f— JL� t ! f LEASE SPACE I i) j I I MOP SINK j 4 7/8UI ROOF ACCESS LADDER REF: PLUMBING BING REF: A8.9/12. I !I jl v\ < I (ROOF HATCH ABOVE) (C2 A2 ji WATER HEATER ON 6" ! f A2 CONC. PAD. REF: PLUMBING HVAC n I / 1 14 7/8" CHASE i t j _j c� of z - iNJ i x � � I .I C 1 ,n _�'`�U c�O ' JANITOR _�Lt co LtELEV TO _ _ _ = j CLOSET o� EQUIP. Al I U L1 I A2 FROOM EXIT PASSAGEWAY I ,� F 5" �� 10'-0" ;T4 5/8" `° I� FREIGHT ! s 1%z"�, I cl ❑ I j! 0 N , — � ELEVATOR Ln 4 RE:A8.7/1 C''I rY 10'-01, ! 1! ! 10'-9" 4'' 1 0l � `r' � I Ij IN I IV � T.O.C. D1 cc 109'-8 1/2" n fl C >- LEASE < SPACE W i Q t) xQ Flp V J a. �� i N co N I r- 1 - T.O.C. i T.O.C. `O 01 116'-8 1/2" v _ I 104'-5 1/2" _ \CIO..✓ Q t =_ W J 5'��j I((6 1/2"EXIT cto �i ry EXIT IAt �,'� 'r,IU Jfif PASSAGEWAY {, v r� I PASSAGEWAY I �� i, in ! II cc)I� + /" ',' 4 1/4" I 5" ' 4 1 " I / a- ,� 4 -4" 1 I 8'-0" fJ 1 l'-4" CLR. fi CLR. UPPER LEVEL PLAN! LOWER LEVEL PLAN 5 RE: A8.9/1 FOR TYP. STAIR DIMENSIONS FLOOR PLAN STAIR #3 NORTH SCALE: 1/8" = 1'-O" I )� �_ ry I � U _IN �I CDfU i r, UPPER LEVEL PLAN 9 __jn V RE: A8.9/1 FOR TYP, STAIR DIMENSIONS FLOUR PLAN STAIR # 1 SCALE: 1/8" = 1'-0" zx 4 ar. D U) O 0 z oz V � Q cn z z Q n r ' 1—� SHEET: A�. JOB NO.: 9303 DATE: 3/21 /9 4 -00 9- O LL- -,t M CD 0) Q •- N � M Q Z w Ld QLd Q —J L] Li 1 I 3 5/8" MTL. STUDS @ 161, O.C. 3/8" CEMENT PLASTER ON 1/2" SHEATHING PREIMETER STL. ANGLE RE: STRUCT. 8" MTL. STUDS - - @ 16" O.C. STANDING SEAM j MTL. ROOF 5/8" FIRE i I j 1/2" FIRE -TREATED RATED GYP.BD. I I-j- I PLYWD. ON 3 5/8" MTL. 1 I I - - ------ STUDS @ 16" O.C. 411 SHAFTWALL I - - SHAFTLINER I j 1 � i STL. GUIDE RAIL I , SUPPORT TUBE I I 1 RE: STRUCT. j I 5/8" FIRE RATED ---I GYP.BD. ' ' HOISTWAY 3.. 3/8" CEMENT PLASTER - ON 1/2" SHEATHING ON ELEVATOR DETAIL 16" O.CMTL. STUDS @ SCALE: 1 1/2" = 1'-O" 5 3/81" 14 5/8"1 9' - 411 c\l 5/8"-1 4 HOISTWAY II I (D I i i� PAINTED LOUVER 5/8" FIRE RATED GYP.BD. - PAINTED 3 5/8" MTL. STUDS ao @ 16".O.C. I SHAFT !LINER r 4" SHAFTWALL o 00 I v) 5/8" FIRE RATED n zo �GYP.BD. N Q W �- - I I n `o N 3/8" CEMENT PLASTER to I ON 1/2" SHEATHING _ ABOVE - TILE ON 1/2'' N PA(�kr P R() M71 rWl I41/211I41/2"fiI 9" ELEVATOR DETAIL SCALE: 1 " = 1'-0" `T 5/8I 9'-411 4"� HOISTWAY �� 3 5/8" MTL. STUDS T j I @ 161, O.C. ¢) SHAFT LINER 4" SHAFTWALL o -I 5/8'' FIRE RATED n `_- �GYP.BD.00 ¢ I F Lo 0 I n 3/8" CEMENT PLASTER NI (� I ON 1/2" SHEATHING ABOVE - TILE ON 1/2" BACKER BD. BELOW I i I- 3 5/8" ( -11- 911 I 6' - 0.1 ELEVATOR DETAIL SCALE: 1" = 1'—O" 1;'-011 1/2"V-6 1/2" U.A. 1'-0 1/2 11'-11" t 8 1/2„ 1'-8 3/4" 1'-8 3/4" LOUVER OPEN'G. I i ' 1 i '-0" O.A. ;(4 1/2" 10'-31, 4 1/2' 14 1/2" 9'-6" 4 1/2'- 1'-8 3/4'' 1'-8 3/4'� "� LOUVER OPENING L-; V-0 1/4"4 I LOUVER TYPE "BI.23 RE: A9.2/2 I �,,r-----1 0I o ! LOUVER �L - J. OPN'G. LOUVER TYPE "D3" 25B RE: A9.2/4 I i I 8 X 8 TILE ON 17C (j 1/2'' BACKER BD. T\ ; 120'-6" F.F.E. J 0 RE: A8.6/5 FOR TYPICAL NOTES UPPER LEVEL ELEVATOR ELEV. SCALE: 1/4" r HOISTWAY 1 5 1/2" I 1 4 5/8" + 7/8" SHAFT LINER 4" SHAFTWALL 5/8" FIRE RATED MTL. CLOSURE GYP.BD. BY ELEV. MFGR. :I ILA j 3/8'' CEMENT PLASTER 11 ( ON 1/2" SHEATHING SEALANT MTL. HEAD & JAMB 1 BY ELEV. MFGR. FIRE TREATED o WD. BLOCKING DOOR & DOOR MECHANISM BY ELEV. MFGR. ELEV, DOOR HE_AD(JAMd SIM.) SCALE: 1 1/2" HnICTWAY , DOOR SILL - -� I I IiLL L/\r.v 1. MECHANISM BY I FLR. FIN. ELEV. MFGR. r °o o off_ °o 4" X 411 X 3/8' 1 i, ; WELDED TO EMBED ANGLE II I FIRE SAFING IN !j� I FLUTES -OF DECK � 1 Q MTL. CLOSURE - --/ o BY ELEV. MFGR. STL: BEAM RE: STRUCT. I \ I SHAFT LINER I 1 rr { i + 5/8" FIRE RATED 4" SHAFTWALL I Ti T GYP.BD. 31MTL. STUDS 16 _ @ 16O.C. UPPER LEVEL ELEV. DOOR SILL DETAIL SCALE: 1 1/2" = 1'—O" JAMB BEYOND BY ELEV. MFGR. PRE -MOLDED ELEVATOR DOOR r TILE EXP. JT. BY ELEV. MFGR. FLOOR TILE DOOR MECHANISM \ I CONC. FLOOR SLAB SILL BY ELEV NOTE: ALL ELEVATOR PLANS, ELEVATIONS, PITS, DIMENSIONS, DETAILS, ETC, ARE DESIGNED AROUND MONTGOMERY ELEVATOR CO. IF OTHER ELEVATOR MANUF. IS USED IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS ACCORDINGLY. STANDING SEAM s MTL. ROOF RAISED ROSETTE RE: A?.?/?? C.J.- I I 18.2 18.8 LOUVER 6'I 15'-8" 1'-o LOUVER T'(PE "A2" 25B I j RE: A9.2/1 _ of � ! ❑ - t ❑❑ I i 1 A8.6/5 SIM. I N I I 4'— 811 I I ELEVATOR DOOR - I -! ! _I 4'-8 I ELIMINATE @ SIM. CONDITION I c\I _,� 10'-0 1/4'' j ! 4 5/8" 4 5/8' fi 1, * 9'-4" CLR. HOISTWAY �I MTL. CORNER TRIM I ,� - ;7/8' j �7/8 TYP. - RE: A4.7/24 —11 ......... ...... _..... _-----.. I EL. 120'-611 ! v — j 1 1N I + — ! I I I N. co \I <� I� 1 rii co RE: A8.6/4 FOR TYPICAL NOTES I i of - UPPER LEVEL ELEVATOR ELEV, �! _ Ncn SCALE: 1/4" = 1'-011 of ! -' I f o oI �I o I I 06 rn o 6'-0 1/2" % f-1'-11 3/4" 1i Ico v I LOUVIR OPE N'G. j ' I 4'-0" I i ! EL. 117'-4" i cli i r1n 10I - LOUVER TYPE "Al" 25B RE: A9.2/1 , c v 3/8" CEMENT PLASTER 8A I > r ¢ ON 1/2" SHEATHING I I jo ��I I ON 3 5/8'' MTL. STUDS , --� PAINTED REVEALS ol TYP. HALL LANTERN W/ 2 1/2" FIXTURES JAMB ' I SIGNAGE o ZD Qo �i I EL. 103'-0" 01 -I HALL CALL PANEL I M W/ 3/4" BUTTONS LD 8 X 8 TILE ON 1/2" 17C I 4 BACKER BOARD C LOWER LEVEL ELEVATOR ELEV. SCALE: 1/4" = 1'-O" MFGR. I �RE. STRUCT. FIN. FLR. �� V) � ` 0 (D p o 0 T — �---- 41' x 4" x 3/8". .__ QoANGLE EMBED WELDPLATTO I _ a EMBED PLATE II(�' oo 0 0 RE: STRUCT. O i(I Q in o MTL. CLOSURE BY \ o0 ELEV. MFGR. o 0 0 CONC. PIT 'NALL 00. RE: STRUCT. .00 ! 1 I 1 00 *VERIFY DIMS. W/ - - J ' ' VERIFY DIMS. W/ -- ELEVATOR MNFR. ELEVATOR MNFR. LOWER LEVEL ELEV. ELEVATOR SECTION DOOR SILL DETAIL \ SCALE: 1/4" = 1'—O" SCALE: "1 1/2" = 1'—O" A8.7/6 PASSENGER ELEVATOR j PLATFORM 1 8 -01, X 10'-01, i I.6/1 1 I I .I. I I j I 11� I� 1 j Lo Ij co II A8.6/5 I II{ j I 4'-O" 1'-8 3/4" { 1II �I 1'-0 1/4"_�'�� IF}_1'-8 3/4" �4 1/211 9'-6 4 1/2 1 I fi �fi 1 i 4 1/2"_ I" 0'-,3 I �4 1 /2" ;I .I 5'-8" *VERIFY DIMS. \A// ELEVATOR MNFR. Homer„ RECESSED PAINTED 25B LOUVER cp co a RE: A8.7/11 FOR PASSENGER ELEVATOR CAB INFORMATION RE: A8.6/1 FOR TYPICAL NOTES UPPER LEVEL PASSENGER ELEVATOR PLAN SCALE: 1/4" = 1'-O" 1 W () 0 z x a.m V z O >n U z 0 �. Q W 0 LLJ w z . 0 E y 4 LOWER LEVEL PASSENGER ELEVATOR ,PLAN SCALE: 1/4" = 1'-O" O O 0 � SHEET: A8.6 JOB NO.: 9303 DATE:' 3/21 /9 4 r u a � o LL- w Ld Li w J Q 1 NOTE: ALL ELEVATOR PLANS, ELEVATIONS, PITS, DIMENSIONS, DETAILS, ETC, ARE DESIGNED AROUND MONTGOMERY ELEVATOR CO. IF OTHER ELEVATOR MANUF. IS USED IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY AND COORDINATE DIMENSIONS AND DETAILS ACCORDINGLY. i A F. I � DETAIL U SCALE: HALF SIZE METAL DIVIDER — PLASTIC LAMINATE 3/4" PLYWOOD — 1/4" j� DETAIL Li SCALE: FULL SIZE EGG CRATE PAINTED SUSPENSION REF. CLG. PLAN SCALE: 1/2" = 1'-O" 14 10'-0" FLOOR PLAN SCALE: 1/2" = 1'—O" 0 ELEVATION SCALE: 1/2" 8' - 011 ` 1/4" 1/4'' 1/4" i i E0• 9_ E0. EQ. �j EQ. I� 7" I 1 � s a 1 a I �j r I r00 Q � 1 go ELEVATION t`=' SCALE: 1/2" = 1'-O" 10'-0" 8"x8" PORCELAIN THIN SET TILE. START TILE CENTER OF FLOOR AREA STAINLESS STEEL PANELS STEEL OPERATING PANEL CLG., RE: A8.7/12 METAL DIVIDERS, TYP. RE: DTL. A8.7/13 �-- PANELS WITH PLASTIC LAMINATE 1/4" 1/4" '1/4" 1/4'' 1/4" 1/4" E0. ,� E0. EEO. E0. E0. i 7"= I rh 1 1 i d � Q I I I LJ i HANDRAIL BRAC�CE1, T� P. I - - I a I o ELEVATION SCALE: 1/2" = 1'-0" METAL DIVIDERS, TYP. PANELS WITH PLASTIC LAMINATE _2" �— 1 1/2" 0 STAINLESS STEEL HANDRAIL SECURED TO WALL W/ BRACKETS AS SHOWN. SET HANDRAIL 1 1/2" FROM WALL STRUCTURE I H 01 STWAY I ! !�— EDGE OF SLAB 5/8" FIRE RATED GYP. BD. SHAFTWALL CONC. ON MTL. DECK. REF: STRUCT. U.L. T.O.C. SHAFT LINER EDGE ANGLE REF: STRUCT. FIRE SAFING IN DECK FLUTES 3 5/8" MTL. STUDS ® 16" O.C. STEEL BEAM REF: STRUCT. SHAFTWALL 5/8 FIRE RATED GYP. BD. SHAFTWALL DETAIL SCALE: 1 1/2"=1 '—O" HOISTWAY 4 5/8" ! 2 1/2 a 2 1 /8" I SHAFT LINER 4" SHAFT WALL !I 1` ` 5/8'' FIRE RATED GYP. BD. i j z STL. BRACKET. COORD. I� LOC. W/ ELEV. MANUF. STL. TUBE FOR GUIDE RAIL SUPPORT. REF: STRUCT II LI GUIDE RAIL BY ELEV. MANUF. GUIDE RAIL SUPPORT DETAIL SCALE: 3"=1'—O" SERVICE ELEVATOR SECTION SCALE: 1/8"=1'—O" H�OISTWAY 4 5/8" R MTL. DECK Q REF: STEF: RUCT. QQi I 4 T.U.C. SHAFT LINER 4" SHAFT WALL STRUCTURE ABOVE V\ Alr\\ REF: STRUCT. 2 X FIRE TREATED WOOD BLOCKING- PAINTED C 7 X 12.25 JAMB FROM 5/8" FIRE RATED GYP. BD. FLOOR TO STRUCTURE ABOVE C 7 X 12.25 HEAD. WELD SHAFT ''HALL , TO JAMBS AND GRIND SMOOTH OVERHEAD RETRACTABLE DOOR C7 x 12.25 HEAD TO JAMBS AND GRIND SMOOTH HALL LANTERN W/ 2 1/2" FIXTURES JAMB SIGNAGE W/ —� 2" HIGH LETTERS � ST x TURF CONT. TO ; {ALL CALL EMERGEN{PANELAV`J GE 3/4" BUTTONS STRUCTURE ABOVE - PAINTED r- CLIP ANGLE BEYOND. WELD �— TO JAMB & EXP. BOLT TO FLOOR ELEV. CAR HANDRAIL ' I I ALONG REAR OF ELEV. j I ANGLE EMBED CAB ONLY. (BEYOND) REF: STRUCT. II I T.U.C. RETRACTABLE DOOR t a VERIFY DIMENSIONS PULL HANDLE. BOTH WITH ELEVATOR INTERIOR AND EXTERIOR F"F. MANUFACTURER REVISIONS: A 2/10/94 , i v 2. _ rn w 0 c� v� W z x,. a� J 1� U) �. z , 0 ` z I U) ' Ld 0 Li z . z ! J n � SERVICE ELEVATOR DOOR SERVICE ELEVATOR ELEVATION C SCALE: 1 1 /2-10 SCALE: 1 /4"=1 ' —0"-- � SHAFT WALL JAMB BEYOND 2 1/2" X 3/8""STL.- RAILS W/ 3/4" DIA. I Q RUNGS.ANCHOR I Q TOP, BOTTOM I & MIDSPAN 00 QI3" CLIP ANGLE W/ 5/8" FASTNER ! _ m I � v t > I r II � in 00 - W II Q O p _ W I ^ cD F- PIT FLOOR PASSENGER 4 Q U ELEVATOR m Sk PIT FLOOR @ ry A - SECT. FREIGHT ELEV. B - ELEV. VERIFY EXACT PIT LADDER LOCATION WITH ELEV. MANOR. a PIT LADDER DETAIL SCALE: 3/8" = 1'-0" r 10'-2u CLEAR I 4" 7,-4" 4" PROVIfT X 24" l SUMPORNER OF EAPIT. COORN r-� I ( WITH UFAC. I ? 1/2" WOOD SERVICE HANDRAIL+ ELEVATOR A8.7/6 rn 2 w 4'' SHAFT WALL PLATFORM PIT LADDER REr: A8.7/4 8'-0" X 10'-01, i I HALL CALL PANEL & HALL IEOIEO LANTERN REF: A8.7/2 00 o6 �� FOR MTNG. HEIGHTS EQ., 7'-a" I EQ.I � SHEET: Q. ,1 VERIFY DIMENSIONS WITH ELEVATOR A8.7/2 MANUFACTURER A8./ SERVICE ELEVATOR PLAN JOB NO.: SCALE: 1/4"=1'-0" 9303 CADDE-D SION NOTES: PASSENGER ELEVATOR CAB ELEVATIONS, DATE: ECTED CEILING PLANS, FLOOR PLAN AND DETAILS. 3/21 /9 4 ESCALATOR #2 SHOWN - ESC.#1,#5 & #6 SIM. UPPPEP LEVEL ESCALATOR PLAN SCALE: 1/4" = 1'--0" A8.8/10 A8.g/4 \►l ESCALATOR #2 SHOWN - ESC. ;#1,5, &6 SIM. LONER LEVEL E CALATOP PLAN SCALE: 1/4" = 1'9O" FLOOR LINE. ABOVE PIT BELOW 11 . ' - . � - - - cr __ .�... : - --- . I i M�y� _ .., -__. :<._-_ .... - _ _ - _ -__ _ -. - --" -- - _ _ _ _...__-...-_-- ___..-- _- - - - � .. - - - - _ - - e _ 1. 1 .....;r _ - . _. - - - - - h la_ ct - t. _..:- M - _ -. - t Z -.6 T 1 4 J _:- I /. t �� I /� I . ;°? , PLASTIC LAMINATE - fi _ `� w 3 4" GRANITE CAPS ; N _ - - r_ . _ ,: 0 "_ ..; < 3/8" FIRE -TREATED PLYWOOD �. ON 1/2." TILE rA z • � I p . �, ;.., ; - • - BACKER BOAR � PORCELAIN TILE ': ,T -- . r` } J 5/16 CLEAR LAMINATED CLEAR ANODIZED ALUM. r ,,. 1 1.I COLUMN BASE 3 GRANITE I I a a . GLASS W/ POLISHED EDGES BAR -ALL FOUR SIDES _ ELEVATOR 'I �,:o .u- _ �- - BULLNOSE - ( -- TOWER BEYOND - PLASTIC LAMINATE > = . PHOTOGRAPHIC INFORMATION � � � I .'I CABINET SHEET (LOOSE LAID) 5/16 CLEAR LAMINATE D MACHINES SHOWN 3/4„ i 1/2"1 , /2", 3/4" GLASS W/ POLISHED EDGES\ � - - _ PLASTIC LAMINATE DASHED 1 �:7 PLASTIC LAMINATE CLEAR ANODIZED ALUM. LANDSCAPE. 3/4" COUNTERTOP l F ON, WOOD TRIM BAR -ALL FOUR SIDES PHOTOGRAPHIC INFORMATION _i 2" i COVE FOR MACHINES t� \� SHEET (LOOSE LAID) '(L - , PLASTIC LAMINATE DOOR N N' ' -� SEALANT ELASTIC LAMINATE 20H s O \ \ , . -- - - _ t: ,: " X " PORCELAIN UNDER -COUNTER { ' 1A 2" 0 HALF -ROUND -� 8{Lr ON /2 DRAWERS & CABINETS co HARDWOOD TRIM - r - N BACKER BOARD �_ -cl- . \ KNEE SPACE - . r7 = I I :_�::� -, 9 .:9... :-, : I I *_ ,-*: :: :. . w: :� - z 1/2„ BACKER BOARD ' 10/6 r- - - - -, 1 M\ o :I A8. - - - -. I 3/4" FIRE TREATED �- 3 5/8" METAL STUD i I o „ r-� r--� a .- - I r - - J PLYWOOD @ 16 O.C. ��` ' E PLASTIC �MINATE � FIBERGLASS 1/2"' � � � -----J L-_ L -_J 1/2 3/8 ____ - I�� . I LINER E 3 5/8" ET FIRE TREATED ( .� - •TT �` �(` -- 0 I 3/4" FIRE -TREATED WOOD BLOCKING I 5" I PLY�h/00D _ // \\ // \\ // \\ // \\ DEADBOLT i fiiii ----- ---- --- I ---- � SPRING HINGE WOOD BLOCKING E� O !�/ ETA I L - - - - / I LINE OF HARDWOOD / LJ (D SCALE: 3" = 1'-�,� , - - - - - , i TRIM ABOVE .. 1 COUNTER @ 45° . COUNTER C 45° ' i 1 /2" � 6 1 /8'' _, 1 /2" l 4 DETAIL g DETAIL L1 DETAIL _ '� 3/4" GRANITE CAP ON cn i ---I :0�_j SCALE: o" = 1'-0" ;GALE: 6" = 1'- 0" SCALE: 6" = 1'-0" , 1/2" TILE BACKER BOARD -g- ,. _� _ GUSTO ER SERVICE BOOTFI SEC, ION �` SCALE: 3/8" = '1'-0" ` 3 GRANITE BULLNOSE �, = . ,� 9 9H 1 �� H z, 0 -. ( . LANDSCAPE STEEL PIPE 14B i 1/2"i 6 I/8 i) 1/2 , 3/4" � , I . COLUMNS . MOVEABLE 1/4" THICK PANELS - 3/4" GRANITE CAP `' - .� STEEL PE COLUMNS Z . ON 1/2" TILE 3 5/8" METAL STUD ( 14BEL PI MNS 9. WITH DOWEL BOTTOMS SET TO �� 0 I i BACKER BOARQ 3 5/8 7/8" t� 16 O.C. Iaox � . ELEVATOR > MODULAR 4" GRID OF PRE- -� ATOR TOW BEYOND TOWER BEYOND . DRILLED TOP; VARIED LENGTHS 3 GRANITE 1/2 a ELEV ER GRANITE CAP - PROVIDE FOR DIFFERENT SIZE .' = BULLNOSE DIVISIONS _ 11 �`' 8" X 8" PORCELAIN TILE . RECESSED TOP ON 1/2" BACKER BOARD 34" HI GH MAID PLASTIC LAMINATE I <` , STATION &SINK CABINETS �� I FOR BROCHURES, i FIBERGLASS 1/2 1 3 5/8" '/2-I� I/j3/8 i 34" HIGH PROMO HANDOUTS - MAID STATION I \ \ 3/4„ LINER 5 fi'f`� PLASTIC LAMINATE Qom_, PLASTIC % -1 .1 CABINET DOORS 20H N DOOIRATE I 3 5/8" METAL STUD g +J ETA I -1C�l � ' . SCALE: 3 1 0 I . - PULL DRAWER ©16 O.C. - - r6 00 ... . 1 a � \'� = L CKABL F_ SWING 8" X 8" PORCELAIN . A8.10 24F / c° v' TILE DOORS TO STORAGE TILE ON 1/2" - A8.10/10 / A \ .. ... .... �� _1 BASE _ FACE INTO BOOTH BACKER BOARD , i i , N /B..I /8 , /8 1 - v 3 5 �fi _ .... i 3 ,� - 1.N \ \ PLASTIC LAMINATE 77FI • I __� K_1 V-611 ' I COUNTER @ 45° I 2'-10 1/2 COUNTER TOP 20H " .I ) � 1 . c� 2- CUSTOMER SERVICE BOOTH ELEVATIOIN o BROCHURE CABINET DETAIL 1 � (` 2" 0 HALF -ROUND COUNTER @ 45° \ SCALE: NONE _ - - v TILE BASE PORCELAIN TILE . SCALE: 3/8" = 1'-0" SCALE: 3/4" - 1'-0" LANDSCAPE - I HARDWOOD TRIM . . . - I SINK BEYOND GRANITE CAP- o CUSTOMER SERVICE BOOTH ELEVATION . 1'-9 3/4" \ PORCELAIN TILE ON N I SCALE: 3/8" = 1'-O" . BACKER BOARD ON w LIGHT STEM AND BASE 11/2" /3/8" 3/$° 11/2" - 20 GA. 3 5/8" MTL. I RE: STRUCTURAL ( 11 1/8" STUDS PLASTIC LAMINATE 20H (n SEALANT 31/16" 1 �- I- a '� 3 7/81, 1, . 2„ 3 7/8" LANDSCAPE - i 1/2"i -ij 1/2"� - {� z . I ,d 3/4" GRANITE CAP ON BANQUET BY::::�� 18.2 18,8 • 1/2" TILE BACKER BOARD OWNER TO BE .6.0 ::) I_.....I I I? INSTALLED BY G.C. TILE BASE J . , �! .. �. ' '^o 1 6 �- rr> 3 GRANITE BULLNOSE \ r ' i -,� . Do COUNTER SECTION @ MAIDS STATION I L. n SCALE: 3/4" = 1' 0" i I \ �-3"O GRANITE r - - - - - --- -I - ` .. BULLNOSE U '' I I = -STEEL PIPE COLUMNS � . I1 II LANDSCAPE ` 3/4" ?-2X BLOCKING EL NS A8.10/22 - - - I ATE 20H 14B 0 z _ _ _ PLASTIC LAMINATE NITH THRU-BOLTS I I L - -' - �"' - - - i� COUNTER TOP -6 T .. _ -- _ - fi � . . Ii I ►I 11 Ii A8.1019 I o\ 0 3 5/8" METAL STUD _ - ':::.: 7/8" @ 16" O.C. - „ E �VATOR _- 0 8 X 8 PORCELAIN (n . 3 �/8 �i TILE ON 1/2" TILE I i ,i BANQUET PLANTER BEYOND ShAFT ao „ „ , a W 1/2, BACKER BOARD -3 I 6-0 I 5-3 I --- .... 4'-2" ®SI�A. 6'-10" @SIM. 4'-2" @SIM. - GRANITE COLUMN BASE------ \ 1 6 0 "' :` C 8" X 8" PORCELAIN TILE I A8.10/14 `V REFER TO SHEET A9.3 > 2 0 HALF ROUN ON 1/2 BACKER BOARD ! MTL. CORNER TRIM r 1 J102 ®SIM. HARDWOOD TRIM i -.`- ... .. . ,,. - „ „ , � m 11 PROVIDE A STRUCTURAL FIBSRGLAS ENCLOSURE WITH �' w I I - I - - 1/2 1/2 3/8 _ BULLNOSE COUNTER CK FIBERGLASS 3 5/8" I/I- N co EDGING ` �1,� FIBERGLAS WRAPPED HORIZONTAL AND VERTICAL N W LINER 5 'T'(�fi 2 1/2 X 2 1/2 X 1/4 STEEL ANGLE STRUCTURAL PLASTIC LAMINATE 20H WELDED MEMBERS @ 5 t 0"r@ 2'-0" A.F.F. LINER N o t- z to 9 TO BE DESIGNED TO CONTAIN PLANTING MATERIAL WITH I .. _ z -� MAXIMUM DEFLECTION OF L/360. VINYL BASE a :.: r-- I '� PLASTIC LAMINATE I Q � C�� DETAIL IJ� COLUMN BASE ELEVATION 1�� BANQUET. SEATING SE TILE BASE - 20H .. [ N - c SCALE: 3" = 1'-O" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" r ... . COUNTER @ 45° COUNTER @ 45° . 14'-8" COUNTER SECTION SCALE: 3/4" = 1'-0" . SKYLIGHT SYSTEM 4'-10" I 5'=0" 4'-10" �- BARREL VAULT OF - 01 2CUSTOMER SE BOOTH ELEVATION PTD: 2 1/2" DIA. I SCALE: 3/8" = 1'-0" STEEL PIPE MEMBERS \ - I, PLASTIC LAMINATE COUNTER TOP OH i 2'-6" , . \ a 18.2 18.8 PTD. 2 1/2" DIA. - co � 1'-2" 12'-4" .1'-2" t'-11i 16'-6" ff, 1 2„ � HALF- ROUND----,--, STEEL PIPE MEMBERS HARDWOOD TRIM .� '4- cfl 0 0 5' 5" 5, 5" j . ' 18.2 18.8 - /I I SKYLIGHT SYSTEM 60 61 I I i 4'-10" j i 5'--2" 1 1 4'-10" ) I N BARREL VAULT OF �, ;1 -.1 DRAWER _i 21'-2' i A8.10/17 1 '-2„ 1, 2, A8.milimplim10/17 PTD. 2 1 /2'' DIA. _1 I = . 7,_4„ �� STEEL PIPE MEMBERS `- - -3"1 6'-4" _O -4'' _31 N i 6' i 6' - - I I i� i� I I 5, 5 5 5, • _ fi 144 PTD. 2 1/2" DIA. - - - II III - - - PLASTIC LAMINATE 20H _ _ N - I 2' ;0"1 1 5'-2" , 5'-2" , 5'-2" , i 2'-0" I it STEEL PIPE MEMBERS BANQUETS BY I I , '� �, o o I LINE OF GRANITE CAP TILE BASE OWNER TO BE BANQUETTES BY OWNER9. , TILE BASE) I I I i' I I INSTALLED BY G.C. I I A8.10/22 _ - I l- , \ -�- , , --� TO BE INSTALLED BY G.C. ' I '`� A8.10/12 1 I i - - - I I - - - i I A8.10/12 TILE BASE LINE OF WALL 1 I I I e ;-I j I I . � I PLANTER "' . , _' _ _ _ �j .I I = _ _ i i BELOW, SHO`NN I I . -� = oo = I I o I = _ =j- - '� 0 -6" 7'-0" I '-6"I -6 12'-O" I','-6"I � I ---- _ -i------� i VINYL BASE DASHED - r--- ---� a �- _ ----� , -t - 10'-0"2 -1 "' 15'-0" - - l A8.10/9 COUNTER SECTION I = I �- � LANDSCAPE . )�(�� 17 n = O . I = \\ h // SCALE: 3/4" = 1'-0" 34'' HIGH MAID ------- -- ------ ---� in Lo �! n � \ // STATION W/ PLASTIC I ---------- ------ - - - I 1 _1 ;4._j (\ I �.J S I� E L E�ATI O N // LAMINATE COUNTER I I I Q �° KIOSK ELEVATION \ & BULLNO�E EDGING A8.10/8 . • SCALE: 1/4" = 1'-0" (�� SCALE: 1/4" = 1'-0" "' - \ �- - - - - - - - - - - - - � / = - - - - - - - - 0 0 STROLLER/ 0 0 i Tin PORCELAIN TILE > CART AREA = 0I ' i (FIELD TILE) \' _ [ ,41 � K H 3A GRANITE COLUMN S I VAULT ABOVE � 0 0 � Q 0 BASE RE:A9.3/'11 . Q o Q...........................................................................................1........ I I 1 G6 ) I A8 10/4 I r ... A8.10/4 � _ 0 ri 1/16" JOINT W/ 15'-0" _ -1 ¢ 1,-1 STEEL PIPE COLUMNS o -6" 16' 2" _ -6" 0 0 2' i 2' SEALANT (TYPICAL) '(� - - - , Q '-6"� 12'-O" i�1'-6'1L o - 3'-01/4" 10'-5 1/2" 3'-01/4" 14B I ��'�-i ��6 Q N ,� / I 11 r 11 �,I m I I PORCELAIN TILE ELEVATOR TOWER > . \�� , _9�p, _�-1-1 Q0 o o REFER TO REFER TO SHEET A8.6 �I �\o N p I� . - -- C 0 00 N I . I _ SHEET A9.3 / Fes. � �� \ 1 ,�:. 3"� GRANITE co , 5 Q 5 „ _ I _ F _I_ _ o BULLNOSE SKYLIGHT SYSTEM.T 1'-9 Q4 -2 , , o -0 i i 4'-2 i 1'-9 _ GRANITE CAP PLASTER FINISH KNEE SPACE I > I I BARREL VAULT OF - / I \ KNEE SPACE - 3 4" THICK GRANITE PTD. 2 1/2" DIA. ; I I �, -, r- -1 I -----I i \ Y '� . I I BASE CAP I I PLANTER MACHINES \��' STEEL PIPE MEMBERS I _ - I - - - - - - - T - - - COVE FOR MACHINES7 ! L � I I 4'-0 HIDE PHOTOGRAPH{C - - - -, I � INFORMATION SHEET RECESS ---- --- --- -J 1/8" SEALANT JOINT )�< o of , I -- , - - - MACHINES SHOWN F� ---J.1 rALL AROUND o I I I I I I I 1 \ DASHED 4'-0" WIDE PHOTOGRAPHIC �-NTER I � - - INFORMATION SHEET RECESSI I VAULT ABOVEA8.1. - - A8.10/12 I KNEE SPACE I �W/ PLASTIC LAMINATEI; _ -- - - EMO r --- SIM. r - - - I I - SIM. I & BULLNOSHIGH OEUEDG NG 1 BANQUETS BY l > I I LINE OF I L - - LLEVaTOR C;�B ELEVATOR TOWER _ -- - - - - - - - - - - _ OWNER TO BE - - --ill I LANDSCAPE I - - - GRANITE CAP n � I�`� INSTALLF_D BY G.C.8 O C� / \ i REFER TO SHEET A8.o I 1,N PTD. 2 1/2" PTQ. 2 1/2" `9 I I I _ EEL PIPES E \ STEEL PIPE MEMBERS MEMBERS 1 I I I LINE OF A 1 /9 A8 IT F / \ .. � I H E T. = I - - - - - - BELOW, SHOWN - - i --10 22 9/16„ `fl --- I I DASHED, TYP. \ c N ,A8.10/20 f� \/ 3/8 3/8 TYPICAL ::,_:::.- i 4 -� z'-0 4'-I - 1 ; -4 1 -, - 1 1/2" h2- „�"7 7 2 1 1 /2 A8.10/16 I 1'-9 3 '4 COUNTER @ 45" * NOTE: RE: A9.6 FOR A8.1 Q . / FLOOR FINISH LAYOUT ;4 � IN THIS AREA JOB NO.,: COLUMN BASE PLAN KIOSK PLAN BANQUET SEATING PLAN CUSTOMER SERVICE BOOTH SECTION CUSTOMER SERVICE BOOTH PLAN 9303 j� SCALE: 1/4 Ll SCALE: 1 /4 -- 1 0 SCALE: 3/8 ' <} 2(:D SCALE: 1 1/2„ _ 1,_0„ SCALE: 1/4" 1,�0„ „ - , �, _ 1,_0„ _ .1,�0„ DATE: 3/21 /9 4 N , - LL 1' E. J 2EVISIONS. -.1 , NT.ERJ 0R 4. • MALL BUILDING i J O o ' _ PROVIDE & INSTALLED i PROVIDED & IN ° ° O' 0' "I I BY MALL CONTRACTOR BY TENANT(N.I.C.) SEALANT ON I �J BACKER ROD — PERIMETER WALL OF I WATERSTOP RX101T BY MALL BUILDING ' DEPARTMENT STORE TENANT (N.I.C.) CONCRETE p , INTERIOR I RETAINING WALL ] - EXTERIOR I VOLTEX SYSTEM BY l CONCRETE SLAB CONCRETE SLAB TENANT (N.I.C.) q a SLAB ON I RE: PLANS OF LIMITS GRADE I E.CONCRETE SLAB BY l ° p: 1 J. .:• o ' TENANT (N.I.C.) _ III -- — — �• q q •, r Q. ° r: $. - • ..:.:g o. COMPRESSIBLE ': •. '> N VOLTEX SYSTEM VOLTEX SYSTEM g ::. $ �� SEAL VOLTEX SYSTEM HYDROBAR TUBE 'g g sQ. OVER FOOTING SPLIT RIBEED N i WATER STOP SET ° °�- o .I INTO FOOTING` VOLTEX SYSTEM BY CONCRETE FOOTING 1" MIN. 0,. p o n o j DEPARTMENT STORE SEALANT ON `. (N.I.C.) BACKER ROD UNDERSLAB W.P. DETAIL YVSYSTEM W/1,10-77, UNDERSLAB .P. -DETAIL. OVERFLAPONTOADJACENT EXTERIOR � SCALE: 1/2" = 1'-0" _ • •_ RETAINING WALL SUB -GRADE SCALE. 1 /2 - 1 0 ' HYDROBAR .TUBE a DETAIL SCALE: 3" = 1'-0" CONC. SLAB STEEL COLUMN WATERSTOP RX101T RE: STRUCTURAL Z BY TENANT(N.I.C.) BY TENANT N.I.C.) ( ISOLATION JOINT AROUND WATERSTOP Rxl02 , INTERIOR COLUMNS, TYP. to BY TENANT(N.I.C.) CONCRETE SLAB CONCRETE SLAB BY TENANT (N.I.C.) CONCRETE SLAB r — - VOLTEX' SYSTEM CONCRETE SEALANT ON - = �' :1,�°- _ BY TENANT WATERSTOP RX101T RETAINING WALL d d BACKER ROD 0 (N.I.C.) VOUTEX SYSTEM W/ OVERLAP VOLTEX HYDROBAR TUBE, TYP. o I. _ I INTERIOR _ _ 1'-0" OVERLAP ONTO SYSTEM 1'-0" Q O - - DEPT.-STORE FOLD INTO TENANT �' WATERSTOP RX101T = ° �O I IQ - O O O COMPRESSIBLE _ AREA, TYP. °p o.' .. I I°O _ : SEAL w d 0 0 STOREPRIOR T 0 DEPT. VOLTEX SYSTEM o - . 6 O �. I , ° o N CONCRETE \IOLTEX SYSTEM I I' VOL SYSTEM , RETAINING WALL W/1'-0" OVERLAP — — —7SEALANT ON 7 INTO TENANT BACKER ROD I HYDROBAR TUBE AREA p 0 p 0 r a�. I CONCRETE FOOTING SPLIT RIBBED. DEPARTMENT �. WATER STOP, I „ _ \ r\ i o0 O O SET INTO _ i 2 1/2 3 STORE - VOLTEX SYSTEM O -1�—i RETAINING OVER FOOTING CONCRETE SLAB FOOTING 1 " P111N. 1 1/2" 8„ WALL(N.I.C.) CONCRETE FOOTING Oo ."Oo0 ® COLUMN - �-- VOU['EX SYSTEM BY- � EXTERIOR DEPT. STORE(N.I.C.) SUB -GRADE �j SECTION @ ELEVATOR PIT UNDERSLAB W.P. DETAIL DETAIL U SCALE: 1/2" = 1.-OBI O _ , SCALD. 1 1/2 = 1 0 � SCALE. .3 — 1 —0 i 9 1/2 MALL BUILDING > 4 3/8 7/811 3 5/8„ 5/8" V) 0 I WATERSTOP RX101T BY - z x I TENANT (N.I.C.) 1 3/8(D �( 1 3/8" 13" I 1/2„ PERIMETER WALL OF�I CONCRETE SLAB MALL BUILDING I VOLTEX SYSTEM z BY TENANT (N.I.C.) z CONTROL JOINT VOLTEX SYSTEM —� I CONCRETE SLAB CONCRETE JOINT ( I L 1OR OTHER BATT INSULATION HYDROBAR TUBE I BY TENANT (N.I.C.) ' GRADE i - F : LOUVER, RE: LOUVER TYPES � z --.— - Q O- Q O O = _ PER SHEET A9.2 0 °O . - . Oo . - ° po O HYDROBAR TUBE O CONTROL JOINT LLJ CONCRETE FOOTING 3/8 CEMENT PLASTER � u r Q 6„ I SEALANT, CONT. ON 1/2" SHEATHING s. ..... ' s.'. e:.:.� SLOPED PLASTE V)l L_ p . s VOLTEX SYSTEM SILL : I SEALANT, CONT. w �. 3 5/8" METAL STUDS zi PLASTER METAL SECURED TO EACH -7 -� REVEAL j� OTHER — UNDERSLAB W.P. DETAIL %� UNDERSLAB W.P. DETAIL 5/8" FIRE CODE GYP. BD. u SCALE: 1/2" = 1'-O" L! SCALE: 1 1/2" = 1'-0 L CONCRETE SLAB �— CONCRETE CONSTRUCTION JOINT °O - OOO - O 0 °O WATERSTOP RX102 VOLTEX SYSTEM UNDERSLAB W.P. DETAIL SCALE: 1 1/2" = 1'—O" i R PERIMETER WALL OF MALL BUILDING MALL BUILDING CONCRETE . SLAB (RE: PLANS FOR LIMITS) VOLTEX SYSTEM WITH 3" MIN. OVERLAP MATERIAL JOINTS WATERSTOP RX101T I• I SLAB ON GRADE �. S: - 6.' - I CONCRETE SLAB ON GRADE CONCRETE FOOTING — BENTONITE WATERSTOP RX101T HYDROBAR TUBE TYP. UNDERSLAB W.P. DETAIL SCALE 1/2" = 1'-0" TENANT SPACE ° I CONCRETE RETAINING WALL PROVIDED & INSTALLED I PROVIDED & BENTONITE ° BY MALL CONTRACTOR INSTALLED BY WATERSTOP RX101T I TENANT(N.I.C.) WATERSTOP RX102 - CONCRETE SLAB VOLTEX SYSTEM CONCRETE SLAB BY RE: PLANS FOR TENANT (N.I.C.) LIMITS HYDROBAR TUBE CONCRETE SLAB CONCRETE SLAB BY WATERSTOP RX101T TENANT (N.I.C.) i BY TENANT (N.I.C.) SLAB ON I WATERSTOP RX101T GRADE BY TENANT (N.I.C.) I -� -' VOLTEX SYSTEM BY- ---------- -- TENANT (N I C. VOLTEX YSTEM BY VOLTEX SYSTEM WITH TENANT N.I.C. � `:.:.... - .�..:. .. � .:� .g ..-.... 1'-0" OVERLAP INTO ) L •TENANT AREA, TYP. VOLTE'X SYSTEM WITH �. -- \� HYDROBAR TUBE, TYP. V-0 OVERLAP INTO TENANT AREA, TYP. 3 CONCRETE FOOTING 10 UNDERSLAB W.P. DETAIL. � UNDERSLAB W.P. DETAIL SCALE. 1/2 = 1 0 O SCALE. 1/2 = 1 0 0 GYP. BD. W/ J MOULD EXPANSION JOINT COMPRESSIVE SEAL 8" MTL. STUDS ATTACHED TO EACH OTHER 3/8" CEMENT PLASTER ON 1/2" SHEATING CONTINUOUS SEALANT AND BACKER ROD ON COMPRESSIVE SEAL J MOULD BACKER ROD —� EXPANSION JOINT DETAIL AND. SEALANT 01, K) SCALE: 3" = 1'-O" 5/8 GYP.BD. ON 8" MTL. STUDS INTERIOR COMPRESSIBLE ' SEAL J-MOULD = �i r SEALANT ON BACKER ROD SPLIT RIBBED WATER STOP EXTEND WATERSTOf' ABOVE FINISH 1, FLOOR 1 1/2 8„ g DETAIL SCALE: 3" = 1'—O" BATT INSULATION SEALANT ON BACKER ROD 3/8" CEMENT PLA ON 1/2" SHEATHIP -DEPARTMENT STORE WALL(N.I.C.) EXTERIOR ABOVE -GRADE OD BLOCKING x 18 GA. MTL STUDS TT INSULATION DETAIL SCALE: 3" = 1'-O" \ \ 3/8" CrEMENT PLASTER -( ON 1/2" SHEATHING 8 x 18 GAUGE METAL clTi lnC- � i �„ O.G. 0' ON 1/2" A,RD G ON SHEET: JOB NO. DETAIL 9303 SCALE. 3 = 1'-0" ' DATE: 3/21 /9 4 •: z Cq „ -. .a ., .-. _ .. -•- `._-- a .. .. I /� —.. - — - URI N Jh �� ,.Z / -• W •'W , ',W a--.' w ALUMN. RECEPTOR Q;' a TO MATCH FRAME COUNTERSUNK/SCREW o -0 ® 11D1 11 J ' l ATTACHMENT W/WOOD L (ELIMINATE ® SIM.) 6'-8" ® D2 �., � PLUG ai - ALUM. FRAME 3i�,, _D� ® "D1" I a3,_O" © "D1„ WOOD FRAME FRAMED OPENING , 3ig,, 3,_411 @ "D2" 3 _4 v `------- -n ---- ----- - -- 25B 300 — � Co Ln A9.2/15 I z , Q • I I ' 77 w A9.2/14� FRAMED I I - I OPENING IIII 3 3/8 -n 2 5/8" I 1 x4 WOOD - OPENING BAFFLE I ' 1/4" LOUVER OPENING , EXT. LOUVER FRAME DETAIL INT. LOUVER FRAME DETAIL LOUVER DETAIL INTERIOR LOUVER TYPES "D1'' c '"D2" z ` 0 _00 SCALE: 6" - 1'-0" SCALE: 6" - 1'-0" SCALE: 6" - 1'-0" SCALE: 1/2" - '-0" o COUNTERSUNK/SCREW ATTACHMENT W/WOOD PLUG CD ALUM. FRAME WOOD FRAME I 7'-0" N I ,�Cn J LOUVER a r fi a ai �, I 25B _ Vi _ F— - r''7MM CD� u n ouou� —I A9.2/15 - cSc.c. o K) oo� wW'D F7 CNj — — - a_ - ww� i ---- �;�' Lu w N 3/8" „ i/8" 1/8" 3/8" o o , > w a9.2/14 + FRAMED 3" 3" I 2 1/2 2 1/2" I I I cn - fiT � Q �, o OPENING 6" I 2 7/811 I 1 /4 2 7 8" o / NM N 8'-O„ I 6-I � � 1/4" - - - - - - R.=5'-03/8 N OPENING 7'-0 1/2" a OPENING , RE: A9.2/6 FOR TYPICAL NOTES I o EXT. LOUVER FRAME DETAIL- a INT. LOUVER FRAME DETAIL SECTION a INTERIOR LOUD/ER TYPE "D311 SCALE: 6' - 1 0 SCALE: 1/2 - 1 0 SCALE: 1/2" = 1 0 611 . J SCALE- 6" = 1'-0" _ , , ,. _ ,_ ,. ,_ .. 3"x6" ALUM. TUBE \ _� 1 12'-0" � M .- 6" � I 12'-0" N - - -. oo I -3 LOUVER � FRAMED , vi a; OPENING i N_ 3 x6 ALUM. TUBE �� I OPENING ¢ = R. = 8'-7 9/16" \`V 1 3/4"x1 3/4" ALUM. TUBE i m \R. I- ¢ 3/8 THICK ALUM. z PLATES (RADIUSED) `" -I 25A = _ .\ �, j Z x N I 1 3/4"xl 3/4" ALUM. TUBE i 2 x6 ALUM. TUBES N _ 25B w N 3/8" THICK ALUM. N N z I \ � e® J 3"x6.ALUM. TUBE 00 0 I PLATES (RADIUSED)�,— i O c� �i O S o z 2"x6" ALUM. TUBE--`�� 25A - - - N In , p r: I— z - --- - - - - - -- — - -- -- 3i O I; z w Yx6" ALUM. TUBE O = ^^ _ 3p° - cv o O p O o `fl \ � r� w \ I ai �� A9.2/15 Qo z o _ i; S° z N — A9.2/20 CD Li Li�I o N ---- — a U t A9.2/20 s, O t; o O Li Q C3 -' Q I 3"x6" ALUMINUM © o I O ILA o}> °J w - w Z SUPPORT MEMBER �� oo- O oo ^t I o cwi: - A9.2/19 "� �n cw ,.�. (� �. N w w - Ud O O z A9.2/19' Q Mp II II "' � 1 x3 ALUMINUM O 3"x6" ALUMINUM [UBE BAFFLE - - O o t _ SUPPORT MEMBER v,c"'.� � c� o � Q � � (� _ 3, x6 ALUM. TUBEu2 1 "x3" ALUMINUM i TUBE BAFFLE 00 II ------ IIN - c�c� w Yx6�� ALUM. TUBE -� O �`� � -- LLJ 2E: A9.2/16 FOR TYPICAL NOTES OPENING RE: A9.2/6 FOR TYPICAL NOTES 171 1, OPENING 4 . � � rr rr � � rr� rr rr er 03) +� rr►rLOUVER SEC ,ION EXTERIOR LOUVER TYPE J LOUVER SECTION �� EXTERIOR LOUVER TYPE � 1 � C� .�ECTI01�1 INTERIOR LOUVER TYPE C SCALE: 1 1/2 — 1 0 C_J SCALE: 1/2 — 1 0 SCALE: 1/2" — 1 0SC LE• 1 2„_,_<<(� � SCALE1/2" =1,_0�, O �,._ _„,._,__ ,_ t� SCALE: 1 2„ = i,-0„ �— I 11'-11 1/2" N 1 3 , I 7,_0„ oo LOUVER of - 8 -o" i 3" LOUVER m a FRAMED 3"x3" ALUM. TUBE OPENING - LOUVER a T R. = 4'-4 7/8'„. = R. = 8'-7 9/16" - R. = 5'-0 3/8" _ - Qom' jof .-. t rp N z N r� - 25A �I• I I 25B =- - 25A CAST FIBERGLASS I o N o i I' ACCENT ELEMENT -{A- = <o � � °' 0 I SIM. ,,� I i w� SIM. ``� z a A9.2/15 - / c� C vi vi, z _ 3"x3" ALUM. TUBE d ix x A9.2/20 `J - 1=' z N l - A9.2/20 9 u �� ww 3iQ„ 30° II o w _ N UU / I � N tUO cfl0 ! w0 00 rn0 �� w N O O � I __ I I I -j Q Np CD' _ J pq to � C) U w w 9 — ! UaC� IIN N� II II Ld I @� z L `) _ c9 0 II II � - _— A9.2/14 FRAMED 3 x3 ALUMINUM "'c� s II II SUPPORT MEMBER zz N V) z z N - �.� I w I _ A9.2/19 c� OPENING i z A9.2/19�I �� I� �o F- FRAMED T 1 x3 ALUMINUM, -,�, 4 OPENING 0 �N� TUBE BAFFLE 3"xY ALUM. TUBE---,, '� �1/4" 1/4" 1/4" 1/4" � 12'-0" � �.-,1/4"� I/4�� I 7'-0 1/2" -!� ES 8'-0 1 2" OP RE: A9.2/17 FOR TYPICAL NOTES OPENING �; / OPENING RE: A9.2/6 FOR TYPICAL NOTES OPENING LOUVER SECTION EXTERIOR LOUVER TYPE "Ni ►r ►►I--l2r► LOUVER SECTION -EXTERIOR LOUVER TYPES LOUVER SECTION INTERIOR LOUVER TYPE "8" SCALE: 1/2" = 1'-0" .� _ , I ;_ „ "Fill r ► r r r v _ „ _ , „ SCALE: 1 /2 1 -0 LI IJ SCALE: 1/2" - 1 0 c� _ _ - L� i SCALE: 1/2 1 0 C� SCALE. 1/2 1 0 SCALE: 1/2" = 1'-0" 3„ Q co 3"x3" WOOD FRAME 6" 1 7'-0" LOUVER CR FRAMED OPENING „ N 3/4 _ R. = 3'-9 1/2 \ 3 8" 3 x6 ALUM. TUBE OPENING _ `ti COUNTERSUNK/SCREW / I 1 7/8 1 R. = 4'-4 7/8"" ATTACHMENT W/WOOD - PLUG i IT 00 F- vi 1 1/2"xl 1/2" ALUM. TUBE 0 �.� WOOD FRAME t� CAST FIBERGLASS ACCENT ELEMENT N- z 25B 3/8 THICK ALUM. ' PLATES (RADIUSED) _ � 2"x6" ALUM. TUBE M �? 25A CAST FIBERGLASS I r �--� rY w I O ACCENT ELEMENT t o a> >> p A9.2/15 O w -- r " F� _ z I I wwU z > - �/ I 3 xo ALUM. TUB_ rn .� +o �t w w z p = �� 00 - I A9.2/20 ��`` JO° II u u w `� n COUNTERSUNK/SCREW '� 3"x3" WOOD FRAME -IJ w tZ I Y c3 c3 > o �t ATTACHMENT W/WOOD �i6,, O II o z N a o o --- v -- . n I - - PLUG O- Sp° I z oyi - - a� i� - - - o O v w d �� I I I �o� � m v I --- O O IL w \ 3"x3" WOOD c U r 14Ln I I _I `� WOOD FRAME O - - '� SUPPORT MEMBER in ,L A9.2/14 �I J O BEYOND z z z II N II II IL I CAST FIBERGLASS - -- � � � � • ACCENT ELEMENT �� O °O � In � Q Q - N Q cn Q Q 3/4" �� 3"x6" ALUMINUM z A9.2/19— 1 x4 WOOD BAFFLE f FRAMED S H E ET \ SUPPORT MEMBER = u n u I 3'/8 1 7/8 00 RE: A9.2/10 N OPENING - 1 "x3" ALUMINUM O 2 5/8" TUBE BAFFLE O ' 3"x3" WOOD FRAME -�\ -�211 - ' 3" 3"x6" ALUM. TUBE -�\ Q _ 1�9 6'- 0 1/2 OPENING. ,J 0 B I�10.: INT. LOUVER FRAME DETAIL INT LOUVER FRAME DETAIL LOUVER SECTION EXTERIOR LOUVER TYPE "E" LOUVER SECTION INTERIOR LOUVER TYPES 9:�03 „ _ _ SCALE: 6" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V--0" o SCALE: 1/2" -- 1 0 SCAL.E. 6 - 1 0 �_ �` ry ►r rr ►r yr ry ' A� AZ C`�C A DATE:' SCALE: 1/2" = 1'-0" "' 3/21 /94 I _ : , n •4' /2 , _ _ - - 21 - 9 I 1/2 5/tfi 2 -1 3/8 3�" d 2,-8 1 1/16."� 3 I \ ,, PIPE MEMBERS � • STEEL PIPE TRUSS „ _ " ! 1 '-4 1 j16" 3 7/8" 3 718 ABOVE RE: TRUSS TYPE ; I 4 7 4 1 3 8 3 4 3 1 I� i 2 8 c� V) z ........ ................. ....... ....... ... FLFV�. THIS SrIEET) w EI _. 1 56 >- 3;F- -� I 0 (- -- COLUMN BASE BELOW _ 4' 1 � 1 / STL PLATE i i sPr..... .... � I o 1 1 i 2"x4" STL. TUBE BELOW I 1, l _ i1 I. I 2"x3" STL. TUBE BELOW IF, Cb ! 1 1/4".STL. PLATS .I : I I �, _ \c, 2"x3" STL. TUBE 1 6"0 STL. PIPE � � I) 1I I ,'I E® i� i1 I _ I STD. PLAT_ (PART 6 ,10/ i 4 x3STL. I I: w OF TRUSS ASSEMBLY) N TUBE I .. ' I I STEEL PIPE COLUMN 1 STL. PLATE 3/4 cs 1:.. ........... 4"� @TYPE 1 & 2 i i 2%4" STL. TUBE _� EL. 145 -1 1 9 I RE: A9.3/& _.. 6"0 @ TYPE 3, 5 & 6 •1 1/4" STL. PLATE N I __. I (RE: @COLUMN TYPE 4ELEVS. X I ,� STEEL PIPE COLUMN I• " 11 40@TYPE 1 &2 ! - 1 1/2 I 1 1/2 �_ I I THIS SHEET) cv J/4 (� I i EQ. EQ. �3/4 I EQ. 3 EQ. I 8 0@ TYPE 4, 5& 6 141 1011 I J 0 I 1� r I a I COLUMN WIDTH VARIES I TH S SHEET) ELGVS. ARCH. FIN. 1'-0" RE: COLUMN ELEVATIONS THIS SHEET '� RE: A9.3/9 FOR TYP. NOTES - COLUMN BASE ELEVATION C TYPE CAPITAL PLAN �� OOL. OAPITAL�- V'.00 , 'w TRUSS TYPE ELEVATION c _ 1 p SCALE. 1 1 /2 ,. SCALE: 3/�" - . , _ � 1, 0,. •, SCALE: 1 1/2" 1 ' -0" � LJ .. r (FOOD COURT ENTRY) SCALE: 1/4" - 1'-0" 3'-7 3/4" �_ E 11/2'` 6 5/1611 , 2' - 3 3/8" 6 5/16"„ 1 1/2" c i 8• - 0" I 3/8" C 3 7/8 3' - 0" 3 7/8' i ^ Cf1 1 -p 16'-0'' ARCH FIN. I I „ " " " " , " " 2'-8" .. i 1'-10 7/8 1'-11 3/8 , 1'-113/8 1'-11 3�8 1'-11 3/8 1'-11 3/8 1'-11 318 1 10 7/8 3 A9.3/5 f I \ I =Eo i i I I i EL. 156'-2"� 1 1/4" STL. PLATE 2%3" STL. TUBE = r _ 2%3" STL. TUBE „ ri I I �! � -� 2"x4" STL. TUBE - - `r— A9.3/5co 4"0 STL. TUBE 3/4' �-LINE OF FINISH 0 1 1/4" STL. PLATE r 2"x3" STL. TUBE co 1 TRUSS TYPE rrKi" ELEVA ION C1 MALL 'COD COURT � E 2%4" STL. TUBE j SCALE: 1/4" = 1'-O„ RE: A9.3/9 FOR TYP. NOTES i o, 6"0 STL. PIPE - 18'-0 COLUMN BASE ELEVATION @ TYPE •4 l SCALE': 3/4'` 3'-011 12'-0" ARCH. FIN. 3'-0" CD 7 el_si 3" 1'-il" 1'-11" 1'-11" 1'i'-11" 1'-11" 3" i 3'-3 3/4" i L , F co 4"0 STL. PIPE 00 " 5 5/16" 1 1/2" 1 1 i/2" 5 16' 2 -1 3/8 i I I EL. 15 6' - 211 1 3 7B'1 11 3 7�(j'1 N (I) _.I ^ N 7 o L ,ff h J 2 x3 STL. TUBE i = I (� Z . 4"0 STL. TUBE �I A9.3/14 ( 0 3/411 ..I -LINE OF FINISH /�3/4" 9.3 14 I N I �• U t I N A / A9.3/14 b z • i I z O COL. BASE i� COL. BASE 0 o I COL. BASE I RE: A9.3/12 - ! I RE: A9.3/9 r� ( TRUSS TYPE ►r rr ELEVATION �� I I I II r T ;� RE: A9.3/13 EXTERIOR GRADE m l r I F-LcV. VARIES Lv (FOOD COURT ENTRY) I ' n SCALE: 1/4" _ 1'-0" w I I 3'-O" 12'_O'1 �r 3 -4 � -�-- I ------ -- iT- --------_� � STL. PIPE & TUBE -17 W �% RE: COL. TYPES ( 1 - �` 3/4" GRANITE BASE Q 3/81' I 3/8" CAP ON 1/2" TILE RE: A9.3/9 FOR TYP. NOTES ► r r J VARIES iJ1 1/211 BACKER BOARD COLUMN BASE ELEVATION TYPE COL~. TYPE rr6►t � �oL.��1�. ►r ►► COL. TY � 12 RE: COL. TYPES .. - , FOOD COURT �- (MALL CENTER COURT) 3 0 GRANITE _ lJ FOOD COURT ) SCALE: 3/4 1 -0 ) BULLNOSE ,. _ SCALE: 1/4„ SCALE: 1/4" 1'-0,. SCALE: 1/4` - 1 -0 .. A9.3/5 2'-3 3/4" -_ + 1 1/2" 1 r _ 3/8" r� 11/2" 1/4" V-31/2'" 41/4" -1 1/2" 1 1/4" STL. PLATE I I I I I I - • :. NOTE: ALL COLUMNS AND TRUSSES THIS SHEET • _ 2"x3" STL. TUBE (37�" 1,_8 31f8'� ARE SHO�h1N FOR ARCH ITCTURAL CONTROL - PURPOSES ONLY. REFER TO. STRUCTURAL I.- DOCUMENTS FOR,STRUCTURAL DESIGN _ � 2"x4" STL. TUBE - �; REQUIREMENTS. r --- NLjj Lij w A9.3/19 I \ 3/411 C114 2"x4" STL. TUB A9.3/5 A9.3/5 , 4" 0 STL. PIPE w 2'-8" _ " _ I 1 1/4" STL. PLATE A9.3/5 Q 1 1/4 STL. PLATE - m A9.3 1 t / w I I I ( I $" X 8" PORCELAIN Q I I I I TILE ON 1/2" TILE ILa. _.. r- 2 x L. TUBE - _ 2"x3" STL. TUBE " 3" ST BACKER BOARD ON `+ 3x3x1/4" ANGLE FRAMING M I 1 1/4" STL. PLATE COL. BASE I I , I I jjj _ I I I '� i 2"x3" STL. TUBE d RE: A9.3/9 PREMOLDED `" d i I n = " " 2"x4" STL. TUBE EXP. JOINT m 2 x4 STL. TUBE -� N T FLOOR TILE I 2'-0" I T' 2"x4" STL. TUBE n O 11 IL 1 11 1 1 1 1 JAL — RE: A9.3/9 FOR TYP. NOTES � � I C, PES2A2B&� ►► ►► COL. BASE SECTION O COLUMN BASE ELEVATION TYP COL. TYP SCALE: 3/4" = 1'-0>. I o -� 4"S� STL. PIPE �? �] _ _ (ESCALATOR COURTS') SCALE: 1 1/2" = 1'-O" - _ ,. N 1 /8" SEALANT JT. 4"� STL. PIPE o co SCALE: 1/4" - 1 0 r - , ALL AROUND - l_._,�- - 2' - 3 3/4" N N N O 11�" 6"0 STL. PIPE ci II %^ 11/2 1/4" V-3 1/2" I _ m 3"X IN 1 j4" ANGLE 1- N + I I + I 3"0 GRANITE �r N = FRAMING - COPE M i BULLNOSE AROUND PIPE COLS. i �37/8' 1,_81' I31/8'� F -1 I I & EACH OTHER AS < I 3/4" THICK GRANITE ( I L - I I REQUIRED I — ;I BASE CAP CD CD - ( I I I I I N_ 2%3" STL. TUBE BELOW ,r� "t r I i I I r + I A9.3/14 N l I I I I I I I I L , 3"� GRANITE ! n Q A9.3/14 I I I I A9.3/15 E 1/16'' JOINT W/ SEALANT I BULLNOSE EXT. GRADE ELEV. VARIES21 _ - + I 21 (TYPICAL) I I i o LINE OF FIN. FLOOR I A9.3/14 o COL. BASE c1 i INSIDE (EL. 120 -6) , i I RE: A9.3/9 i-1 w I I L - J i 1 - I \ I STEEL PIPE COLUMN, _ ! j I 8" X 8" PORCELAIN N - - - - - - - - 00 / `� ^'1 O E " I --- -tea--- -- \ ------ m' @TYPE 1, 2 & 5 I TILL ON 1/2 TILE _ - -}- I i I / 6"� @TYPE 3 & 6 BACKER BOARD SHE cV -- " m i \� COL. BASE - -8 0 @ TYPE 4 r� r i RE: A9.3/10 " COL. BASS Q RE: A9.3/11 (RE: COLUMN ELEVS. iI I 2 _0'1 2'-0" THIS SHEET) M T L. CORNER TRIM I� 3 0 I 3/8" � II - 1 1/2" 2" EQ. 3/ 21 1 1/2" 'N c� A9..3 - COLUMN WIDTH VARIES I 2,_0" I nc\l J o B N O. RE: COLUMN ELEVATIONS THIS SHEET �, rr ►r rr ►r ►► rr _ o COLUMN BASE ELEVATION TYPES 1toL. TYPE 3 COL.TYP�At 2P COL. TYPE r' 1 It 9303 SECTION O N COL. �A PLAN AN � to MALL ct uRTs @ RAMPS/STAIRS MALL COURTS OL. BASE SCALE• 3/4" = 1,_0,.(FOOD COURT ENTRY) � � ., _ ,. _ ,; _ . ., 1 ,• - 1'-0>' 'SCALE: 1/4 - 1 0 DATE �j 1 = .. SCALE:, 1 1/2 - 1'-0 1J SCALE. 1. 1/2 1 0 3 21 94 _ SCALE: 1/4 -- 1 -0 SCALE: /4 - / / L' N 0 a a N REF. CLG. FLAN RE: A9.4/7 FOR TYP. NOTES Do BOX TRUSS TYPE r►Grr FOND COURT SCALE: 1/4" = 1 '-0" M . 5 iv1 10'-0" I 1 p'-0" t 10'-0" 2'-6-6I 2'-62'-6'-62'_6" 2'-6" 6" 2'-6" 6" i 10 ol oo EL. 151'-6" 1 A' o EL. 148'-6" J ! -y-— 3" x 6" NORTH ELEVATION STL. TUBE (SOUTH ELEV. OPP. HD.) _ 3" x 3" STL. TUBE 3' j 6" 0 STL. PIPE ARCH. FINISH REF. CLG. PLAN BOX TRUSS TY LI FOOD COURT 40'-6" ARCH. FINISH SCALE: 1/4" A9.4/3 a SOX TRUSS REF. CLG. PLAN MALL CENTER COURT) LNORT SCALE: 1/4" ) 16.4 1%.� 18 19 19.5 20.6 __----------------------' ------------- --------------------- ----------------r----------------- I-------- _�------------------( _ --- ------------------- ---- �-r r-----------------,�----------------- rl — lil II I III II 6" x 6" STL. T I ( (I I 6" x. 6" STL. TUBE I I 60'-0" �I II ' I 1 i, I I ) �� _ �� ( I )_ �� )_ �� - �� ,11 �� I I 1' 11 )_i, �� 6" I I 1'-4 1/16" I — 6 3-7 15 16 3'-4 3' 4 3'— 4 3 4 3 4 3'-4 3'— 4 3'-4 3'— 4 3'— 4 3'-4 3'-4 I 3'-4 3'-4 3 3'-7 15/10 1' 4 1/1 I, / I,I III - -- - - - - - - - - - - ------r-- --� L---------r---- t f --- --- ---- L - - - - - - - - - - - - - - - - - - - - - - ----------.-- - - - -- i I-- -----------------r- I ! 6"0 STL. PIPE I —6"0 STL. PIPS I I.I. _ __ _____ ___ �T` 0 0 ------- II}------- ------------�- ' 0 0 0 -- „ 6"� STL. PIPE ,ter 1 " STL. PLATE u 3/4" 4 x3 STL. TUBE 4 x3 STL. TUBE \ A9.3/5 4 1/1 6'=h 6"0 STL. PIPE I TUBES BEYOND 4 1/16 HORIZONTAL oo ® BOX TRUSS ONLY 9 j 30'-0" 13'-7 15/16' �, I 16" (N.T.S.) 29' —7 9/ i 99'-7 9/16" (N.T.S) 13'-7 15/16" — {{ 58'-0 ARCH FIN. 1'-0" TRUSS TYPE rrC-1 ►► WEST ELEVATION A9.4/4 @ � BOX TRUSS BOX TRUSS TYPE rrC— EAST ELEVATION (MALL CENTER COURT) SCALE: 1/4" = 1'-0" 3" x 3" STL. TUBE 1 " STL. PLATE 0 I"—u" 58'-0" ARCH. FINISH G F.4 57'-7 7/8" V-4 3/8"-�7 5/8" t' 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 4 5/8'%�3" �'1 I I Q , II o III i I - 4"x3" STL. TUBE I "� 4"0 STL. PIPE 4"0 STL. PIPE I 3/4 I' I 1" STL. PLATE , �) 4"x3" STL. TUBE u (I — 14'-7 5/8" 28'-0 56'-6" ARCH. FINISH E.6 3'-6" _ 3'-6" Q (f) z U � z W Ld 0 3�S ry LLJ W z J � f 0 3/4" I I — I I 152'-6" �r �. A9.3 5 I / 15'-0" .� jy 0 I TRUSS TYPE rrB" ELEVATION MALL CENTER COURT SCALE: 1/4" E 7 5/8" 3'-6" 3'-6" 3'-6" _1 ' — 4 3/8" z 3" 4 5/8" VARIES fI I j l Lo VARIES III III � o 3/41 .I VARIES '5 0 14' — 7 5/8" 1/8" BACKSPLASH E-- PLATE GLASS MIRROR BEYOND SOLID SURFACING MATERIAL — "CORIAN" OR APPROVED EQUAL \ i 3'-6" N.T.S. - N y 2'-10" A.F.F. _ r7 ALTERNATE ENLARGED RAMP/STAIR PLAN SCALE: 1/8 — 1 0 8" X 8" TILE, CUT TO FIT 11" 3/4"x 3 3/8" STEEL BAR SEALANT, CONT. �� 3/4 1/4 GUARDRAIL BASE 'WELDED 1/8" / TO PICKET RAILING D 3 5/8" I 2 1/2''-, 3 5/8" STEEL SUPPORT TUBE N _ 3A 411 X 811 BULLNOSE TILE \ A 4" x 8" 3A BULLNOSE TILE THIS SET TILE ON 3/4" A 3A FIRE TREATED PLYV/D. 3/4'' FIRE TREATED PL YWD. ON 2X WD. BLOCKING TILE UNDERLAYMENT SECURED TO STEEL `: o0 1/2" FIRE TRTD. PLYWD. ANGLE THIN SET (6" x 6") BASE ON 2X WOOD BLOCKING ON 2 1/2" MTL. STUDS 3A Issued 2 X BLOCKING FIRE TREATED I) rill � ©16 O.C. co FIRE TREATED 1 II 2 1/2" 1 7/8" N �2X WOOD BLOCKING 5/8" "SNAP —IN" ° 0 " ° � 08 " ° � ° "o ° �o ° ° , (� ° REVEAL I ° °" ° o THIN SET TILE ON COMPOSITE MTL. DECK STEEL PLANTER cfl_ TOP OF DECK ' FRAMING BY MANUF. --- ---- I WATERPROOF LINER 9 I I r - — — �AG.F. R.C. WALL - MOUNTED PLANTER. ( 3"X3"X1/4" WELDED SECURE TO WALL STEEL ANGLES 3 WITH BOLTS TO PER PLANTER STEEL ANGLES PLANTER BOLTS W/ STEEL SHIMS. SHIMS ARE TO EXTEND FROM PLANTER THRU GYP. BD. TO ANGLES 3 5/8" MTL. STUD @ W-0" O.C. WELDED TO STEEL BEAM & SECURED TO VERT. STUDS, TYP. 2X4 FIRE TREATED WD. FRAMING ANCHOR TO GROUTED C.M.U. CELLS WITH 3— 3 1/2" X 1/2" EXPANSION BOLTS 110 SECTION AT CHANGING TABLE SCALE: 1 1/2" = 1 '-0" PLATE GLASS MIRROR BACKSPLASH SOLID SURFACING MATERIAL — "CORIAN" OR APPROVED EQUAL 2 —0 C4 X 7.25 STEEL CHANEL W 3 1/2" X 3 1/2" X 1/4" CLIP ANGLE ATTACHED AT EACH END W/ 5/8" EXP. BOLT `t 3" RAID. O, - a r� I J n �?- � L Q Ln a cV o 6" CONT. STL.PLATE ., N SUPPORT ATTACHED TO CHNL. 2X4 FIRE TREATED WD. FRAMING ANCHOR TO GROUTED C.M.U. CELLS WITH 3 — 3 1/2" X 1/2" EXPANSION BOLTS © 12" O.C. MAX. SECTION AT CHANGING TABLE SCALE: 1 1/2" = 1'-0" 3 1/2'' DIAMETER GUARDRAIL, BRUSHED STAINLESS STEEL 3 1/2" O.D. 3/8" THICK X 3/4" DEEP STEEL ACCENT RING 3/4" x 1 1/2" HORIZONTAL TUBE r\ r I N O� r� NO I F� F-1 rn-1 I I� Q0 I DETAIL SCALE: 1 1/2" = 1'-0" EXPANSION BOLT % C.M.U. THINSET CERAMIC TILE 1/4" PARGE COAT #3 REBAR,��' MOUNTING FLANGE Q �\ ESCUTCHEON PLATE I r, �„ Q11 � U .` .•'• III c r . — 1 1/2" GRAB BAR 1 1/2"� (BY MANUFACTURER) H.C. SIGNAGE DETAIL NOT TO SCALE 0 WORDING AND SYMBOLS TO READ MEN OR WOMEN . AS REQUIRED (o GRAB BAR DETAIL SCALE: 3" = 1'-0" \ 3/8" CEMENT PLASTER j Z x _ 4" C.M.U. FULL BATT. INSUL..— THINSET CERAMIC TILE !I J 16 1/4" PARGE COAT SHEATHING — 3" x 6" x 3/16" STEEL TUBE � #3 REBAR W/ GROUTED CELLS 3/8" CHROME PLATED Z •ri BOLT I. O J I 1 1 /4" POST I� : N U LLJ p i 1 I DOOR 5/8" GYP.BD. � — - 3 x 6 x 3/16 � N STEEL TUBE z I — -- REF. ELEVATIONS (l 3/8' x 3" x 6" STEEL PLATE WELDED L TO TUBE & BOLTED THRU WALL W/ 1/2"0 > THRU BOLT FIRE TREATED 16. � ALL —THREAD W/CHROME PLATED ly 2" ACORN NUT EACH SIDE _ (2) 2X10 BLOCKING L SECURED TO STUDS EACH END Z BULLNOSE TILE Q AT ALL CORNERS J DETAIL @ CANOPY(HEAD) (� 3 c� SCALE: 3" = 1'-0" PARTITION DETAIL SCALE: 3" = V-0" 1 " TYP. PLATE GLASS MIRROR 1 1/2" X LENGTH INDICATED \ PAINTED STEEL BENT PLATE WELDED TO 1/8" x 1 CMU 1 1/2" x 3" CLIP ANGLE AND TUBE © EACH END, TYPICAL. REF. DTL. A6.3/3 2'-0" A9.5/6 SOLID SURFACING MATERIAL "CORIAN" ® OR APPROVED EQUAL PAINTED 3" x 6" x 3/16" STEEL TUBE WELDED TO a _ WELD END 4" x 6" STEEL TUBE CLOSED PAINTED 4" x 6" x 3/16" STEEL TUBE WELDED TO PIPE SUPPORT F j ;� REF. ELEVATION INSULATE DRAIN — 6" AND HOT SUPPLY PIPE AT HANDICAP 3" STD. PAINTED STEEL �CERAMIC TILE OVER C.M.U. PIPE W/ WELDED RE: PARTITION TYPES CONNECTIONS, TYPICAL O _J LAVATORY COUNTER SECTION DETAIL @ CANOPY Lj- LI SCALE: 3/4" = 1'-0" I " = J SCALE: 3 1 0 I PLATE GLASS MIRROR CONT. 2X4 FIRE TREATED WD. SOLID SURFACING MATERIAL — �� SHEATHING FRAMING ATTACH "CORIAN" OR APPROVED EQUAL FULL BATT. INSUL. II ) 3/8" CEMENT TO WALL @ 12" O.C. _ PLASTER 2'-0'' 1/4 ROUND 3" STD. PAINTED STEEL SOLID SURFACING PIPE W/ WELDED BACKSPLASH - ..I CONNECTIONS, TYPICAL OR APPROVED EQ. � i --�}-- J i SHEATHING I REF. ELEVATION LAVATORY BEYOND -— 3/8" x 4 1/2" x 8" `'- 11 STEEL PLATE WELDED C4 X 725 STEEL CHANEL TO TUBE & BOLTED THRU WALL W/ 2-1/2"0 W 3 1/2 X 3 1/2 X 1/4 I o THRU BOLT CLIP ANGLE ATTACHED AT EACH v ihmmund END W/ 5/8" EXP. BOLT TREATED 2'— 2" x 10" - BLOCKING SECURED TO ,I; 2X4 FIRE TREATED WD. FRAMING AT EA. STUDS ® EACH END - END. ANCHOR TO GROUTED C.M.U. CELLS WITH 3 - 3 1/2" X 1/2" EXPANSION BOLTS DETAIL @ CANOPY 614 LAVATORY COUNTER DETAIL SC �LE:" = 1'-0" SCALE: 1 1/2" = 1'-0" AA REVISE CHANGE AA9:5/13ODEDTIAILRNG� TODA9D5/14AD DETAIL.& 16. T O Z !J r�J 1 SHEET: JOB NO.: 9303 DATE 3/21 /9 4 I 19 0 ,FA N 0 19 11 151 0 SEE NOTE NO. 16 PREMOLDED TILE EXPANSION JOINT o - G-L F z U 3D ( - I 0 o o _ SEE NOTE NO. 12 3A 0 I EASE LINE 3C �,,,,,,, ,,,,,,,,,,,,,,, ,, = = 3C - SEE NOTE NO. 1 , TENANT o 3E I SEE NOTE NO. 14 LEASE 0 3F - - PASSENGER SPACE ' i I ' � 3A • ...� .....�.�Srr NOTE ELEVATOR 3E 3C o 160 / = I / _ + - - - - - - - - - - - - - - Tf - 3F SEE NOTE NO.16 PREMOLDED EXPANSION SEE NOTE I` LEASE LINE SEE NOTE I` SEE NOTE I 0 1 0 _ �.-... - ... SHEET NOTES 1.,REFER_-TO SHEEt T" AO.2 FOR GENERAL NOTES & .SYMBOL INFORMATION: \ ' T- 2. REFER TO SHEET A4.1 FOR ROOM FINISH SCHEDULE -- -�1-1 if INFORMATION. �. /fit 11i -3. REFER TO SHEET A4.2 FOR PARTITION TYPES INFORMATION. 4. REFER TO SHEET A4.3 FOR DOOR SCHEDULE ` T _ INFORMATION. 5. REFER TO SHEET,A2.9, A2.10, A2.11 , A2.12, A2.13, L AND A2.14 FOR FLOOR FINISH PLANS. 6: REFER TO SHEET A1.2 FOR ENLARGED SERVICE _ - LANDSCAPE COURT PLANS el 7. R� FER TO SHEET A7.1, A7.2, AND A7.3 FOR ENLARGED OPEN TO OPEN TO ENTRY PLANS. - I BELOW BELOW 8. REFER TO SHEET A3.1, A3.2, A3.3, A3.4, A3.5, 'A3.6, A3.7 ` A3.8, AND FOR REFLECTED CEILING PLANS. of - 9. REFER TO SHEET A4.5, AND A4.6 FOR COMPOSITE , 1 ` SEE NOTE NO. 16 LEASE PLANS. 10.REF-R TO SHEET A5.1, A5.2, A5.3 & A5.4 FOR EXTERIOR - \_ . EL -NATIONS. SEE NOTE N0. 14 11.FLOOR TILE TERMINATES AT LEASE LINE. PROVIDE ` PREMOLDED TILE EXPANSION JOINTS AT THE LEASE \ / t LINE REFER TO A4.A 25. -} ` _ 12.PREMOLDED TILE EXPANSION JOINT OCCURS DIRECTLY ABOVE SAW CUT CONTROL JOINTS IN CONCRETE SLAB AT LOWER LEVEL (SAW -CUT CONTROL JOINTS DO NOT o : _11 1 fill{ , , OCCUR AT UPPER LEVEL). COORDINATE LOCATION OF 3F SAW -CUT CONTROL JOINTS TO COINCIDE WITH TILE EXPANSION "JOINTS SHOWN ON THIS SHEET (TILE EXPANSION JOINTS GOVERN LOCATIONS OF SAW -CUT _ = CONTROL JOINTS) -REFER TO A4.4/26. AT LOCATIONS WHERE PREMOLDED EXPANSION JOINTS ARE SHOWN _I if rT� T -�' 3A TO RUN THROUGH TILE AT A 45" ANGLE TO -TILE - COURSING, DISCONTINUE PREMOLDED EXPANSION - - - - -= - - - - - - - - - -` - - - - - - - -T JOINT AND PROVIDE A 3'-0" WIDE E.C.B. MEMBRANE o PREMOLDED TILE \ LEASE LINE CENTERED OVER THE SAW -CUT CONTROL JOINT - EXPANSION JOIN i REFER TO A4.4/28. SEE NOTE NO.IF I SEE NOTE NO. 11 13.REVEIW CONCRETE FLOOR SLAB AND INSTALL 3'-0" -__1 WIDE E.C.B. MEMBRANE CENTERED OVER ANY SHRINKAGE ' CRACK'). CRACKS WIDER THAN- `I/32" SHALL REQUIRE „ (- ,- „ , 11 , II ,_ II q II , 11 " ^ REPAIR Or CONCRETE SLAB PRIOR TO INSTALLATION* OF - ,10'-0 TO NEXTI 10 0 10 -0 10 -0 I 10 0 0'-0 10 -0 110'-0 TO NEXT., FLOOR TILE, REFER TO A4.4/28. REVIEW FLOOR SLAB ACCENT STRIPE II ACCENT STRIPE REPAIR METHODS WITH ARCHITECT. 14.PROVIDE PREMOLDED EXPANSION JOINT AT ALL FLOOR TILE INTERFACES WITH VERTICAL SURFACES (WALLS, TENANT LEASE iESCALATORS, HANDICAPPED RAMPS, STAIRS, NEUTRAL 12 SPACE 1 3 1 PIERS, HANDRAIL" BASES, ETC.) - REF-R TO A4.4/27. r 15.AT TOILET ROOM DOORS 110A, 111A, 242A, AND 243A, SLOPE MORTAR BED UP APPROXIMATELY 3/16 FOR 2"X2" PORCELAIN FLOOR TILE AT TOILETS TO FLUSH WITH 8"X8" PORCELAIN FLOOR TILE AT MALL CONCOURSE. MAXIMUM ENLARGED TILE � � � PLAN �� 1 SLOPE TO . BE i :20. REFER TO SHEET A8.1 FOR LOCATION t � OF FLOOR TILE; TRANSITION. SCALE. 1/8" - 1'-0" 16.TILES THAT BORDER THE 2" X 8" ACCENT TILES, (3D AND - 3F) ARE TO BE 7" X 8" NOMINAL SIZE FACTORY CUT TILES WITH EASED EDGES. OF MALL 9.5 5'-Oil 10'-011 10'-0" ) 5'-0" ! w�17.5 0~ OF MALL f- : I SEE NOTE NO. 16 CD5'-0" I 10'-0" I 101-0" 5'-0 r F- 1-114r-0u , ou 4,-0n o z(D" CD T-0" 1�'_ollll �- - -- - p� U � : _ = 0 - - - o O I El El F1 o I = Q _ � LEASE LINE ,,,,,,,,,, 10'-0" TO NEXT, 'ACCENT STRIPE' ENLARGED TILE PLAN SCALE: 1/8" = 1'-0" 10' - 0" 20'-0" NOTE NO. 16 10'-0" TO NEXT ACCENT STRIPE - 11\LIVIV LV LV I ILL L/\1 / Y JOINT SEE NOTE N0. 12 E��LAR�ED TILE PLAia SCALE: 1/8 = 1'-O" 10'-0" TO NEXT ACCENT STRIPE I 10'-0" I� 4'-0" 4'-011 I !n 2'-OII 2'-01 Do1 - - co o ............ „o;j L7 -I N : p o - 10'-0" TO NEXT 1 O'-O" I ACCENT STRIPE ol 8,_011 14'-0" 4'-0' L 2 -011 2' - 0" SEE NOTE NO.16 3A SEE NOTE NO.16 0 0= °O u.........i .......- o � I I - - - - Llr�`o _ LEASE .LINE w - _ SEE NOTE NO. 11 PREMOLDED TILE EXPANSION JOINT, SEE NOTE NO. 12 UO ' z x Q . z 0 �. U i z 0 W z s _ PREMOLDED TILE EXPANSION - 3E 1- _ I 1 JOINT, SEE NOTE NO. 12 : I - l-- -I I ENLARGED TILE PLAN 3A -AlI SCALE: 1 /8" = 1 ' 7 0„ r - _ 3E � r �T^ »... �. ... �µT� :. PREMOLDED TILE EXPANSION JOINT; SEE NOTE NO. 12 -� :•::.'. :;. 61 01-011 0 ,_011 4,_011 N 3E @ VERTICAL iE,:'. '::::r- ;•`:_:?` '•','•;?':'.;•;:_ 3C G N SURFACES OF _ o w l 1' 411 I SEE NOTE N0: 16 STEPS, TYP.CD ... .. 3F = _ . RAMP AND _.:::•::•::;.:> .:.::::::.::::;:::.:.- ::•::.•.r I I _ �. :.:..! .......:.:.:...:........ - 1 4 - 3F AN 01 01i4�0 El :: �. �•. G: ':�.:••.; .:.:i ::::, :.: -.::: ' ::• E -:r� ir:: air: =~::� �� "v- � � - _ d N o - : : 3 J = SEE NOTE o 0 NO. 16 - r - V). (� if 'If t I 3A z F 3E � 0 , A8.3/11 • f t 3C Emm4 1 IIL.Li o A8.3/13 1 o 3F If --=--- -- -- - - -- _- _ ------ ---- / SEE NOTE NO. 14 0 3A LEASE LINE 0 / - / SEE NOTE NO. 11 r -LEASE LINE SEE NOTE N0. 11 G_ SEE .NOTE N0. 11 = © TENANT LEASE SPACE ENLARGED TILE PLAN @ RAMP *HANDRAILS REMOVED ENLARGED TILE PLAN ® FOR CLARITY LJ SCALE: ll/s" 1.-olt SCALE: 1/�•" = 1'-0" • i 0 '0 LL_ z SHEET-. A . JOB NO. 9303 1 DATE' 3/21 /9 4 a G A i E OPI ' GRANITE COPING ' 3 1/2" 0 BRUSHED 1/2" LAMINATED 3 1/2" 0 BRUSHED 3/4" x 3/4" - \ STAINLESS STEEL GLASS HANDRAIL HANDRAIL ANCHOR TO STL. STOPS _ _ HANDRAAD STEEL SADDLE IL SUPPORTS — — — — — — — — — — i — — — — — — — kt�� . . - ___ LL I 3/4n x 3 1/2" —� -- / STEEL TUBE 1 2" TEMPERED 1/2" LAMINATED / I GLASS GLASS / / j _ _ co I 3 1/2"x 3/8" THK. / A9.7/1 i HANDRAIL SUPPORTS 3 1/2" oo 3/4 x .3/4 STL: STOPS 1 �+ 8"x 8" TILE-- 8"x 8" TILE —� - --- - I- -, 7 -' _'; 7 - ?_ i 5/8" ..SNAP -IN" �� _. _. _� _ 11 a:q: 5/8""SNAP-IN" -�\\ .� �., ,;•. o:: REVEAL :.:::.: ; REVEAL 3/8" x 3 1/2" PTD. GYP. BD. -,- �� PTD. GYP. BD. 3/4" x 3 1/2" HANDRAIL SUPPORTS ELEVATION (ALT. NO. SC) �� ELEVATION (ALT. NO. 5C) o ELEVATION (ALTv 0. SD SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" VARIES 3 3/8" TO `� VARIES 3 3/8" TO 4" 4'-5 I 4'-5" 8" x 8" PORCELAIN - - - TIL,E ON 1/2" BACKER BD. ON 16 GA.-3 5/8" M2L O.C. UDS ® _CC CCCC0 1C) CO'O CCCCOCCCCCC 00 C 0 0 WELDED CONNECTION A9.5/16 5/8" "SNAP -IN" REVEAL 1. } 5 1/4 5/8" GYP.BD. ON 4" MTL. STUDS @ 12" O.C. �: =gym ®®� �� m_.hm .r�.��s.�,�.��® a��® h��®,,.r.a®tea DETAIL ELEVATION (ALT. NO. 5C) O _ " SCALE: 3/4 =1 -0 of SCALE: 1 1/2,. - 1, -0 NOTE: RE: A9.5/11 FOR ADDTNL. INFO 1 1/8" 1/8" 3/4"x 3 1/2" STEEL TUBE 3 5/8" 11 3 1/2" 1 3 5/8" GUARDRAIL BASE WELDED CCCCCC I STEEL PICKET RAILING AND TS SEALANT, CONTINUOUS C � � � C SEALANT, CONT. 2x FIRE TREATED WOOD BLOCKING TILE PING' SE TILE COPING 5/8" FIRE TREATED 3A PLYWOOD I 1/2" BACKER BOARD A9.7/16 5/8" FIRE TREATED PLYWOOD 3A 411 X 8" BULLNOSE TILE 2" 0 PIPE W/TOP &BOTTOM _ PLATE WELDED TO EMBED THIN SET TILE ON 1/2" Z/ ANGLE AND GUARDRAIL BASE _ 3A BACKER BD.ON 3/4" / 7 i d i- FIRE TREATED PLYWD. Z00 ON BLOCKING BOLTED TO CMU 4 - 8"x8" THIN SET TILE00 3A ELEVATI (ALT.- NO. 5C) THRU-BOLT @ 4'-0" __.CUT TO FIT � SCALE: 3/4"=1'-O" ALIGN W/ NELSON STUD -8" CMU (STARTER) FILLED W/ GROUT STEEL CLIP ANGLE AND ' I" BASE PLATE BEYOND NELSON STUD @ EACH CMU WELDED TO HANDRAIL SUPPORTS - ELEVATION (ALT. NO, 513) U SCALE: 3/4"=1 '-0., ELEVATION (ALT. NO, 5A) LI SCALE: 3/4"=1 '-0" 5/8" "SNAP -IN" REVEAL STEEL PLANTER -� FRAMING BY MANUF. WATERPROOF LINER - G.F.R.C. WALL MOUNTED PLANTER. - SECURE TO WALL WITH BOLTS TO STEEL ANGLES PLANTER'BOLTS W/ - STEEL SHIMS. SHIMS ARE TO EXTEND FROM PLANTER THRU GYP. BD. TO ANGLES - a " °' °' ° ��I THIN SET TILE ON o ° 60 o .o � 0 CONCRETE SLAB co o 0 °' TOP OF DECK 7/7-771 _ 3" x 3" EMBED ANGLE T i WELDED TO CLOSURE ANGLE NELSON STUD © 4'-0" O.C. - STL. CLIP ANGLE @ 4'-0" O.C. 31'X3"X1/4" WELDED STEEL ANGLE FRAMES - (3 FRAMES PER PLANTER) 4 5/8" 5 3/8" STEEL BEAM, RE: STRUCTURAL I I , I � 3.5/8" MTL. STUD ® 4'-0" O.C. WELDED TO STEEL BEAM & SECURED TO VERT. STUDS, TYP. 5/8" GYP. BD, ON 3 5/8" MTL. STUDS 0 16" O.C. o DETAIL (ALT. NO. 5C) ..GALE. 3 - 1 0 i BASE �- a ELEVATION (ALT. NO. 5A) � ELEVATION (ALT. NO. 5A) ELEVATION(ALT. N0. ) %�.-O"t_J SCALE. 3/4 -1 0`--tom SCALE: 3/4 1 SCALE: 3/4"=1 '-0" I VARIES 3 3/8" TO 4 8'-10" < VARIES 3 3/8" TO 4" 4'- 5 4'- 5 11 o ELEVATION (ALT. NO. 513) SCALE. 3/4 -1 0 11" 1 /8" 1 /8'' 1 /8" 3.5/8" I 3 5/8" 1/2" THK. TEMPERED GLASS - 1 3/8" 1 3/8" GLASS RAIL►NG STRUCTURAL BASE STAINLESS STEEL CAP ON FIRE TREATED WD. BLOCKING 4"x8" BULLNOSEO SEALANT, CONT. � TILE COPING 3A 1/2" BACKER BOARD 3A 411 X 811 \ BULLNOSE TILE �\ OTHIN SET TILE ON "1' �\ 3A BACKER BD.ON 3/4� FIRE TREATED PLYWD. - 6" (HALF HIGH) CMU ON BLOCKING BOLTED TO CMU-THIN SET TILE BASE 3A 00 i Q 2 1/2" METAL STUD - NELSON STUD @ EACH CMU 3"x 2" STL. TUBE + WEDLED TO EMBED ANGLE + I IL 7 STEEL CLIP ANGLE © 4'-0" O.C. ° ° o ra ' 0 � o .O o 0 0 0 1 - st e °' °; THIN SET TILE ON ° °0, 00 ° o CONCRETE SLAB 5/8" "SNAP -IN" co " O " TOP OF DECK REVEL STEEL PLANTER FRAMING BY \ - MAN U F. - � I , r - - - 3" x 3" EMBED ANGLE WATERPROOF LINER I I WELDED TO CLOSURE ANGLE NELSON STUD @ 4'-0'' O.C. G.F.R.C. WALL MOUNTED PLANTER. 3"X3"X1/4" WELDED SECURE TO WALL JSTEEL ANGLE FRAMES WITH BOLTS TO (3 FRAMES PER PLANTER) STEEL ANGLES' PLANTER BOLTS W/ STEEL SHIMS. SHIMS ARE TO EXTEND FROM PLANTER THRU GYP. BD. TO ANGLES 4 5/8" 5 3/8" 110 STEL BEAM, RE: STRUCTURAL I I 3 5/8" MTL. STUD © 4'-0" O.C. WELDED TO STEEL BEAM & SECURED TO VERT. STUDS, TYP. 5/8" GYP. BD. ON 3 5/8" MTL. STUDS @ 16" O.C. DETAIL (ALT. NO. 513) SCALE: 3" = 1'-0" 3/4"x 3 1/2" STEEL TUBE GUARDRAIL BASE WELDED TO PICKET RAILING AND STEEL HANDRAIL SUPPORTS SEALANT, CONTINUOUS SEALANT, CONT. 2x FIRE TREATED WOOD BLOCKING 5/8" FIRE TREATED PLYWOOD 3A 4" X 8" . BULLNOSE TILE THIN SET TILE ON 1/2" 3A BACKER BD.ON 3/4" FIRE TREATED PLYWD. ON BLOCKING BOLTED TO CMU00 THRU-BOLT (9 4'-0" co ALIGN W/ NELSON STUD STEEL CLIP ANGLE AND BASE PLATE BEYOND WELDED TO HANDRAIL SUPPORTS = Q- 5/8" "SNAP -IN" REVEAL STEEL PLANTER FRAMING BY MANUF. WATERPROOF LINER G.F.R.C. WALL MOUNTED PLANTER. - SECURE TO WALL WITH BOLTS TO STEEL ANGLES PLANTER BOLTS W/ - STEEL SHIMS. SHIMS ARE TO EXTEND FROM PLANTER THRU GYP. BD. TO ANGLES ELEVATION (ALT, N0, 5A) SCALE: 3/4"=1'-O" 11" 3 5/8" 1 3 1/2" 3 5/8" 1/2" LAMINATE GLASS 3/4" x 3/4" GLAZING STOP TOP & BOTTOM 4"x8" BULLNOSE TILE COPING /\-1 3A 1/2" BACKER BOARD 5/8" FIRE TREATED PLYWOOD 2 0 PIPE W/TOP & BOTTOM PLATE WELDED TO EMBED ANGLE AND GUARDRAIL BASE _ - 8"x8" THIN SET TILE 3A CUT TO FIT _ - 8" CMU (STARTER) FILLED W/ GROUT I" NELSON STUD O EACH CMU :.._I �.. F`—n oo ' oGa, o8 °' N THIN SET TILE ON ° ° O o8 , o ,o CONCRETE SLAB O ° TOP OF DECK x 3" EMBED ANGLE I \ WELDED TO CLOSURE ANGLE II �� NELSON STUD Q 4'-0" O.C. t STL: CLIP .ANGLE @ 4'_ 0" O.C. 3"X3"X1 IA" WELDED STEEL ANGLE FRAMES (3 FRAMES PER PLANTER) 8 ' 4 5/8" 5 3/81, STEEL BEAM, RE STRUCTURAL I v 3 5/8" MTL. STUD @ 4'-0" O.C. WELDED TO STEEL BEAM & SECURED TO VERT. STUDS, TYP. 5/8" GYP. BD. ON 3 5/8" MTL. , STUDS 11 @ 16" O.C. DETAIL (ALT. N0. 5A) SCALE: 3" = 1'-0" ALTERNATE GUARDRAIL DETAILS AND ELEVATIONS ' REVISIONS' } I a I i I I a w A W (n Q9 z x F- J z o . U A 0 z U) W 0 0 LLJ IV) z < 0- m i "SHEET: A9 .7 I JOB NO. 9303 DATE: 3/21/94 I ri i 8 E 19 I i N 19 9 LOWER LEVEL AMENITIES PLAN T "At' PAFl SCALE: 1/16" = V-0" B1 Al e A4 GROUP -r,-,rrNNEY, ..... ........ z ... .. ..... ... . ... . .. . ....ii "w Pe, .. ............ ........... ... . ..................... .. ... . ...... . .......... .. .... ........ . .......... . 19 J i PARISIAN L�� PERMISSIBLE BUILDING AREA 0 G SHEET NOTES` 1. REFER TO SHEET A0.2 FOR GENERAL NOTES 1$ 18.2 18.E 19 19.9 20 20.6 21 22 22.4 23 24 24.3 24.5 24.7 2 26 8c SYMBOL INFORMATION. a 2. REFER TO SHEET A2.9, A2.10, A2.1.1, A2.12, A2.13, 1 I I I AND A2.14 FOR FLOOR FINISH PLANS, J I I 3. ALL AMENITIES LISTED HEREIN WITH EXCEPTION OF A5 (WALL SCONCE) i t ARE BY OWNER AND ARE NUT IN THIS CONTRACT. HOWEVER, INCLUDED IN THIS CONTRACT IS THE UNLOADING, PLACEMENT AND INSTALLATION - OF AMENITIES IN THE LOCATIONS SHOWNON 'THESE DRAWINGS. i I I I CONFIRM ALL LOCATIONS WITH OWNER'S REPRESENTATIVES PRIOR TO . PLACEMENT/INSTALLATION. FOOD COURT BOOTHS REQUIRE ATTACHMENT TO WALL AND/OR FLOOR PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BENCHES AT THE ! BUS STOP ACCORDING TO THE DETAILS IN THESE DOCUMENTS. ALL OTHER AMENITIES DO NOT REQUIRE ATTACHMENT BUT ARE MOVABLE. 4. WALL SCONCES ARE PROVIDED AND INSTALLED BY G.C., 1 I _ UNDER THIS CONTRACT. REFER TO SHEET A3.9 FOR DETAILS - OF WALL SCONCE, AND A9.5/14 FOR ATTACHMENT DETAILS: 5. ALL AMENITIES PROVIDED BY "MAGNALITE" (PLANTER, TRASH RECEPTACLE, ASH RECEPTACLE) SHALL HAVE A NATURAL SAND j I I — 9 FINISH NS30. L- - - - - -- I I --19 I ,J PENN it I `N*1,C*) FIXTURE SCHEDULE ! I I LOWER TOTAL S' E _ L �iE�T - LEVEL NO. QTY. QTY. TYPE DESCRIPTION I ! I i Al 20 8 PLANTER MODEL NO. PC 6042 (60" DIA. j I I I X 42" HIGH), PASEO SERIES i I I BY MAGNALITE. A2 26 - PLANTER MODEL HN. CIGH P 48E36 0 SERIES IA. ) B( MAGNALITE. +9 i I I�i I IIV III i GROUP 5 j \ GROUP 5 I - — --------------- -------------- L1 El Cl r � r- � �- — — I L J L J I I \ / \ O� LIB �� L� �_j / I O J I L J i I �t ( �� ❑ ❑ ❑ ❑ Z�--�� ❑ ❑ ❑ \ D1 ❑ Al ❑ D1� / ❑ \ / Lf - — r —-----------r7� _ — ---� fF �f cr i--- --�------------ -- -�--- --- T_ GROUP4 I \\ ❑ i �/ I ! GROUP4 C CIO jD- 0 El I GROUP 1 El El ! _— I❑ ❑ ❑ ❑ ❑ ❑ r /❑ O El❑ I GROUP 1 I = I 1 El 0 El 11-Avm i r 1 _ 1 .�_ n! �J U SCALE: 1/16„ - 1'-0„ TRUE PLAN CANTER MODEL 1110. PC 3630 (36 DIA. X 30" HIGH), PASEO SERIES BY MAGNALITE. 22 4 PLANTER MODEL NO. PC 2424 (24" DIA. X 24" HIGH), PASEO SERIES ' BY MAGNALITE. A5 51 - WALL BY GENERAL CONTRACTOR SCONCE SEE DETAILS ON SHT. A3.9 AND A9.5/14 B1 41 18 BENCH MODEL NO. SEBR-2472, SEASIDE COLLECTION, STAINED MAPLE FINISH STANDARD #202 WHITE WITH CAT. LACQUER BY "WOODCRAFTERS OF FLORIDA, INC." 82 24 - BENCH MODEL NO. SEBR-2272, SEASIDE COLLECTION, - --- - -- — Y STAINED MAPLE FINISH STANDARD #202 WHITE WITH CAT. LACQUER BY "WOODCRAFTERS OF FLORIDA, INC." C1 38 12 TRASH MODEL NO. TP 3136 (31" DIA. RECEPTACLE X 36" HIGH), PASEO SERIES BY MAGNALITE. D1 34 8 ASH MODEL NO. AP 1824 (18" DIA. RECEPTACLE X 24 HIGH), PASEO .SERIES BY MAGNALITE. ' 225 - FOOD COURT A. -LAMINATE TOP: 24" X 30" X 1 1/4" - -- ------ TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (2 SEAT) WM 861 SUEDE. B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. 10 - FOOD COURT A. LAMINATE TOP: 30X30" X 1 1/4" TABLE WITH LAMINATE COLOR: PIONITE "SEASIDE MAPLE", UMBRELLA WM 861 SUEDE. (2 SEAT) B. EDGE: MODEL NO. 70WFR, JOHNSON _. COLORCAST, M19 MAUVE GREY, om BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. D. UMBRELLA: MODEL NO. KU-7 OAK FINISH WITH UMB-8 BASE BY TERRA UMBRELLA FABRIC: "SUNBRELLA FIRESIST", FABRIC COLOR: NATURAL #8604 BY TERRA E3 16 - FOOD COURT A. LAMINATE TOP: 48"X30" X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (4 SEAT WM 861 SUEDE. BOOTH) B. EDGE, MODEL NO. 70WFR, JOHNSON COLORCAST, M19 MAUVE GREY, �p BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-522, SPIDER, PLASTIC GUIDES, BLACK WRINKLE_ FINISH. TWO PER TABLE TOR. C16 - FOOD C0� RT A. LAMINATE TOP: 42" DIA: X 1 1/4" TABU LAMINATE COLOR: PIONIT� SEASIDE MAPLE", (4 SEAT) WM 861 SUEDE. B. EDGE: MODEL NO. 70WFR, JOHNSON E COLORCAST, M19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. �534 - FOOD COURT MODEL #460 KENDALL SERIES, COLOR: WHITE CHAIR W/ UPHOLSTERED SEAT, BY WESNIC UPHOLSTERY: "SPRING LEAVES," THE UNICUS GROUP, PATTERN NO. UPU-8088 BY GILFORD, INC. w 16 - FOOD COURT MODEL NO. WA-313 WARWICK SERIES BOOTH BY WALSH AND SIMMONS SEATING. PIONITE "SEASIDE MAPLE" WM861 SUEDE PLASTIC LAMINATE. UPHOLSTERY 00 "SPRING LEAVES", THE UNICUS GROUP, - PATTERN NO. UPU-8088 BY GILFORD, INC. 0 H1 20 - FOOD COURT WESNIC MODEL NO. F-91.1-10 TRASH LAMINATE COLOR: PIONITE "SEASIDE MAPLE", RECEPTACLE WM 861 SUEDE. J 1 1 - BUS STOP PLEXUS COLLECTION: BENCH MODEL NO. LX 301 1-WB-22, METAL COLOR: HOLLYBERRY, SUPPORT TYPE: X-E BY LFI/LANDSCAPE FORMS - G DO B1 OC1 B1 Al 131 C� B1 (OD1 B1 GROUP 1 A4 rn �i QC 1 O Al B1 --� � A4 GROUP 4 I 1 r�� I f - cn�:- . SEARS . _._...............: -- i I . z r�l L�'T L_ . .J . i PARISNIAN PERMISSIBLE-7 BUILDING AREA KEY PLAN NOT TO SCALE Al 131 81 O C1 GROUP 5 r___1 PENNE rn Q _j s REVISIONS: Q 3/21 /94 I } I i. i o; 1-•/��1 j w. z x V z 0 U V) L Q O Lij ifs z b Q 2 � W �a O �a 0 w W SHEE-F Al 0.2 JOB NO.: 9303 DATE: 3/21 /9 4 ., � j I i • � � , ®rl� T I - - Y - - - i - -�- T- � O GROUP it � 34.8 1:1 El El 10�j i GROUP 3 SIM. 25 26 27 28 29 33 33.8 {3� EVlSlONS SHEET NOTES : ; _..._ .. .. �R � �. 1. REFER TO SHEET AO.2 FOR GENERAL NOTES & SYMBOL INFORMATION. 2. REFER TO SHEET A2.9, A2.1 Q, A2.1 1, A2.12, A2.13, AND A2.14 FOR FLOOR FINISH PLANS. 3. ALL AMENITIES LISTED HEREIN WITH EXCEPTION OF A5 (WALL SCONCE) ARE 'BY OWNER AND ARE NOT IN THIS CONTRACT. 'HOWEVER, INCLUDED IN THIS CONTRACT IS THE UNLOADING, PLACEMENT AND, INSTALLATION OF AMENITIES IN THE LOCATIONS SHOWN ON THESE DRAWINGS, CONFIRM ALL LOCATIONS WITH OWNER'S REPRESENTATIVES PRIOR TO PLACEMENTANSTALLATION. FOOD COURT BOOTHS REQUIRE ATTACHMENT TO WALL AND/OR FLOOR PER MANUFACTURER'S RECOMMENDATIONS, I.NSTALL BENCHES AT THE BUS STOP ACCOR MENTS. ALL ARE MOVABLE. OTHER AMENITIES r �� RCCU 4. WALL SCONCES ARE PROVIDED AND INSTALLED., UNDER THIS .CONTRACT. REFER TO SHEET A3.9 FOR DETAILS OF WALL SCONCE, AND A9.5/14 FOR ATTACHMENT DETAILS. E5. t .. `ES PROVIDED BY "MAGNALITE" (PLANTER, TRASH + ASH RECEPTACLE) SHALL HAVE A NATURAL SAND l FINISH NS30. FIXTURE SCHEDULE r TOTAL SHEET i NO. QTY. QTY. TYPE DESCRIPTION Al 20 6 PLANTER MODEL NO. PC 6042 (60" DIA. , X 42" HIGH), PASEO. SERIES BY MAGNALITE. i A2 26 - PLANTER MODEL NO. PC' 4836 (48" DIA. X 36" HIGH), PASEO SERIES BY MAGNALITE. ° w E A3 54 6 PLANTER MODEL NO. PC 3630 (36" DIA. X 30" HIGH), PASEO SERIES d BY MAGNALITE. A4 22 6 PLANTER MODEL NO. PC 2424 (24"-DIA. X 24" HIGH), PASEO SERIES _ BY MAGNALITE. o A5 51 - WALL BY GENERAL CONTRACTOR c ®r�SCONCE SEE DETAILS ON SHT. A3.9 AND A9.5/14 B1 41 12 BENCH MODEL NO. SEBR-2472, SEASIDE COLLECTION, STAINED MAPLE FINISH STANDARD -4202 WHITE WITH CAT LACQUER Y 0 ( D_ oq G) m m BY "WOODCRAFTERS OF FLORIDA, INC." B2 24 - BENCH MODEL NO. SEBR-2272, SEASIDE COLLECTION, STAINED MAPLE FINISH STANDARD #202 WHITE WITH CAT. LACQUER BY "WOODCRAFTERS OF FLORIDA, INC." C1 38 7 TRASH MODEL NO. TP 3136 (31" DIA. RECEPTACLE X 36" HIGH), PASEO SERIES BY MAGNALITE. D1 34 7 ASH MODEL NO. AP 1824 (18" DIA. RECEPTACLE X. 24" HIGH), PASEO SERIES BY MAGNALITE. E1 225 - FOOD COURT A. LAMINATE TOP: 24" X 30" X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (2 SEAT) WM 861 SUEDE. B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M 19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. E2 10 - FOOD COURT A. LAMINATE TOP: 30X30" X 1 1/4" TABLE WITH LAMINATE COLOR: PIONITE "SEASIDE MAPLE", UMBRELLA WM 861 SUEDE. (2 SEAT) B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M 19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. D. UMBRELLA: MODEL NO. KU-7 OAK FINISH WITH UMB-8 BASE BY TERRA UMBRELLA FABRIC: "SUNBRELLA FIRESIST", FABRIC COLOR: NATURAL8604 BY TERRA E3 16 - FOOD COURT A. LAMINATE TOP: 48"X30" X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (4 SEAT WM 861 SUEDE. BOOTH) B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M 19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203=522, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. TWO PER TABLE_ TOP. E4 16 - FOOD COURT A. LAMINATE TOP:. 42" DIA. X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (4 SEAT) WM 861 SUEDE. 0 B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M 19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. F1 534 - FQOD COURT MODEL #460'KENDALL ,SERIES, COLOR: WHITE CHAIR W/ UPHOLSTERED SEAT, BY WESNIC UPHOLSTERY: "SPRING LEAVES," THE UN,ICUS GROUP, PATTERN NO. UPU-8088 - BY GILFORD, INC. G1 16 FOOD COURT MODEL NO. WA-313 WARWICK SERIES BOOTH BY WALSH AND SIMMONS SEATING. PIONITE "SEASIDE MAPLE" WM861 SUEDE PLASTIC LAMINATE. UPHOLSTERY "SPRING_ LEAVES", THE UNICUS GROUP, PATTERN .NO. UPU-8088 BY GILFORD, INC. H1 20 - FOOD COURT WESNIC MODEL NO. F-911-10 TRASH LAMINATE .COLOR: PIONITE "SEASIDE MAPLE", RECEPTACLE WM 861 SUEDE. J1 1 - BUS STOP PLEXUS COLLECTION: BENCH MODEL NO. LX 301 1-=WB-22, METAL COLOR: HOLLYBERRY, SUPPORT TYPE X-E .,BY LFI/LANDSCAPE FORMS Dl Cl © D1 • Bl Bl A4 A3 Cl Al B1 Al B1 Cl A4 B1 Bl ... A3.; (ADDITIONAL PLANTERS 0 D1 @ SIM. CONDITION) GROUP 1 GROUP 3 A3 B1 Al A4 GROUP 2 r -I -1 J. C. �SEARS PENNEY : __ U) u�l I L, = . - PARISIAN �L.. _. J PERMISSIBLE BUILDING i AREA. L.o.. AML KEY PLAN NOT TO SCALE V) w 0) z z < 0 U � z � W 0 LW z Q. r. J n :0 An W �Q I W O a Oq o, SHEET: A1043 JOB NO.: 9303 DATE: 3/2.1 /9 4 0 5 n 6 N _ d - il x. - - - . - -. 1 9 - .- SHEET NOTES J I. R F 2.5 3.5 4 4.4 5 7 7 J E ER TO SHEET A0.2. FOR GENERAL NOTES 9.5 10 11 12 & SYMBOL INFORMATION. l Q ! 2. REFER TO SHEET A2.9, A2.10, A2.1 1; A2.12, A2.13, AND A2.14. FOR FLOOR FINISH, PLANS. 3. ALL AMENITIES LISTED HEREIN WITH EXCEPTION OF A5 (WALL SCONCE) ARE BY OWNER AND ARE NO IN THIS C E ;+ CONTRACT, HOWEVER, INCLUDED IN THIS CONTRACT IS THE UNLOADING, PLACEMENT AND INSTALLATION _ OF AMENITIES 1N THE LOCATIONS SHOWN ON THESE DRAWINGS, I I' CONFIRM ALL LOCATIONS WITH OWNER'S REPRESENTATIVES, PRIOR TO PLACEMENTANSTALLATION. FOOD COURT BOOTHS REQUIRE ATTACHMENT TO WALL AND/OR FLOOR . I I PER MANUFACTURER'S RECOMMENDATIONS. INSTAL " r L BENCHES. AT THE BUS STOP ACCORDING TO THE DETAILS IN THESE''DOCUMENTS. ALL OTHER AMENITIES DO NOT REQUIRE ATTACHMENT: BUT ARE MOVABLE. i I I 4. WALL SCONCES ARE PROVIDED AND INSTALLED BY G.C. } l I I UNDER THIS CONTRACT. REEFER TO SHEET A3.9 FOR DETAILS OFr WALL SCONCE, AND A9:5/14 FOR ATTACHMENT DETAILS. 5. ALL AMENITIES PROVIDED BY MAGNALITE (PLANTER, TRASH RECEPTACLE, ASH RECEPTACLE) SHALL HAVE A NATURAL. SAND . FINISH NS30. . FIXTURE SCHEDULE l! TOTAL SHEET NO. QTY. QTY. TYPE DESCRIPTION i Al 20 - PLANTER MODEL NO." PC 6042 (60" DIA. , PASEO SERIES BY MAGNALITE. 1 I A2q 8 PLANTER. MODEL NO. PC . 4836 (48 DIA. X 36" HIGH), PASEO SERIES I BY MAGNALITE. Ewe A311 PLANTER MODEL NO. PC 3630 (36" DIA. I X 30" HIGH); PASEO SERIES � I I BY MAGNALITE. C. ~� A4 22 - PLANTER MODEL NO. PC 2424 (24" DIA. 3 T� ------ I X 24" HIGH), PASEO SERIES Qc�! ! � I I BY MAGNALITE. � A5 51 18 WALL BY GENERAL CONTRACTOR cn I SCONCE SEE DETAILS ON SHT. A3.9 AND A9.5/14 II - B1 4.1 - BENCH MODEL NO. SEBR-2472, SEASIDE COLLECTION, !� STAINED MAPLE FINISH STANDARD #202 WHITE WITH CAT. LACQUER SEARS ' BY "WOODCRAFTERS OF FLORIDA, INC." - j I � I I I I (N. 1 , C , ) B2 24 12 BENCH MODEL N0. SEBR-2272, -------- - -- { �- - -- -i �.J V ( SEASIDE COLLECTION, C I I STAINED MAPLE FINISH STANDARD _ #202 WHITE WITH CAT. LACQUER p` II I I BY WOODCRAFTERS OF FLORIDA, INC. I. I j N Cl 38 4 TRASH MODEL NO. TP 3136 (31" DIA. RECEPTACLE X 36" HIGH), PASEO SERIES BY MAGNALITE. i D1 34 4 ASH MODEL NO. AP 1824 (18" DIA. ) RECEPTACLE X 24" HIGH), PASEO SERIES BY MAGNALITE I I NORTH�y�jRTy UPPER LEVEL AMENITIES PLAN -� PART "A" SCALE. 1/15 - 1 0 TRUE PLAN 0 El 225 E2 10 E3 16 E4 16 Fl 534 - FOOD COURT A. LAMINATE TOP: 24" X 30" X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (2 SEAT) WM 861 SUEDE. B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. ' - FOOD COURT A. LAMINATE TOP: 30X30" X 1 1/4". . TABLE WITH LAMINATE COLOR: PIONITE "SEASIDE MAPLE", UMBRELLA WM 861 SUEDE. (2 SEAT) B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. D. UMBRELLA: MODEL NO. KU-7 OAK FINISH WITH UMB-8 BASE BY TERRA UMBRELLA FABRIC: "SUNBRELLA FIRESIST", FABRIC COLOR: NATURAL #8604 BY TERRA - FOOD COURT A. LAMINATE TOP: 48"X30" X 1 1/4" TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (4 SEAT WM 861 SUEDE. BOOTH) B. EDGE: MODEL NO. 70WFR, JOHNSON COLORCAST, M19 MAUVE GREY, BY JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203 ' 522, SPIDER, PLASTIC GUIDES, BLACK WRINKLE FINISH. TWO PER TABLE TOP. - FOOD COURT A. LAMINATE TOP: 42" DIA. X 1 1/4'.' TABLE LAMINATE COLOR: PIONITE "SEASIDE MAPLE", (4 SEAT) WM 861 SUEDE. B. EDGE: MODEL N0. 70WFR, JOHNSON COLORCAST, M 19 MAUVE GREY, BY .JOHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22, SPIDER, PLASTIC GUIDES, BLACK WRINKLE .FINISH. - FOOD COURT CHAIR G1 16 - FOOD COURT MODEL NO. WA-313 WARWICK SERIES BOOTH BY WALSH AND SIMMONS SEATING. PIONITE "SEASIDE MAPLE" WM861 ow SUEDE PLASTIC LAMINATE. UPHOLSTERY "SPRING LEAVES", THE 'UNICUS GROUP, PATTERN NO. UPU-8088 BY GILFORD, INC. H1 20 - FOOD COURT WESNIC MODEL NO. F-911-10 TRASH LAMINATE COLOR: PIONITE "SEASIDE MAPLE RECEPTACLE WM 861 SUEDE. BUS STOP PLEXUS COLLECTION: BENCH MODEL NO. LX 301 1-WB-22, METAL COLOR: HOLLYBERRY, SUPPORT TYPE: X-E BY LFI/LANDSCAPE FORMS --o B2 O D e 1 � GROUP 8 e B 2 Cl O GROUP 7 A3 B2 A3 GROUP 6 1 ! � J. C. � PENNE j PARISIAN J KEY PLAN NOT TO SCALE 0) V) U) -i ,_ C 0 z x Q � z 0 U z w V) w III 0 (n z _ z Q n in SHEET' A l 04 JOB NO.: 9303 DATE:: 3/21 /9 4 1 . m m u m ' ' o ' u -----'------' ------- -�- -'-�-�-�------- --�---- -- - -- '-----`--` ----�-'--- -� ------- - -��-X,r- '' �| _ ° I REFER TO SHEET AO.2 FOR GENERAL NOTES.' z 12.6 SYMBOL INFORMATION. TO SH a AND A2.14 FOR FLOOR FINISH PLANS. A 3. ALL AMENITIES LISTED HEREIN,WITH EXCEPTION OF A5 (WALL SCONCE) ARE BY OWNER AND ARE NOT IN THIS CONTRACT. HOWEVER, INCLUDEDES IN THE LOCATIONS SHOWN ON TH-SE'ORAWINGS. OF AMENITIE IN THIS CONTRACT IS THE UNLOADING, PLACEMENT AND INSTALLATION CONFIRM ALL LOCATIONS WITH OWNER'S REP RES E NTATIVIES PRIOR TO FOOD COURT BOOTHS REQUIRE ATTACHMENT TO WALL AND/OR FLOOR PER MANUF CTURER'S RECOMMENDATIONS., INSTALL BENCHES AT THE BUS STOP ACCORDING TO THE DETAILS IN THESE DOCUMENTS. ALL OTHER AMENITIES DO NOT REQUIRE ATTACHMENT -BUT ARE MOVABLE. BY G 4. WALL SCONCES ARE PROVIDED AND INSTALLE C. C�: 7 UNDER THIS CONTRACT, REFER TO SHEET A3.9 FOR DETAILS OF WALL SCONCE, AND A9.5/14 FOR ATTACHMENT DETAILS. 5. ALL AMENITIES PROVIDED BY "MAGNAUTE" (PLANTER, TRASH TACLE ASH RECEPTACLE) SHALL HAVEIA NATURAL SAND RECEP FINISH NS30'. FIXTURE SCHEDULE TOTAL SHEET iZ No. OTY. QTY. TYPE DESCRIPTION (N.I.C.) SEARS A3. Ap Co LEVEL (N. 1. C. A2 26 10 PLANTER MODr_ i > A3 v i X 36" HIGH), PASEO SERIES ' ` ^ , � . ' LEVEL ID COD CC c� . ' ' oo -0 SERIES BY MAGNALITE. - WALL ' -BY GENERAL CONTRACTOR SCONCE SEE DETAILS OM 3HT. 43.9 AND' A9.5/14 ' - BENCH W B SEASIDE CO -_ _--- . STAINED MAPLE FINISH STANDARD Ell A2 #2O2 WHITE WITH CAT. LACQUER BY "YYO0DCRAFTER3 OF FLORIDA, INC." � 2 BENCH k�ODEL NO� SEBR-2272. ' SEASIDE COLLECTION, E4 TY Ico S NED MAPLE FINISH STANDARD ' .2O2 VVH[[E WITH CAT. LACQUER BY "YVOODCRAFTERS�OF FLORIDA, INC." . RECEPTACLE PASEO SERIES Y M8GNAL||E. ` ]�D1 34 J ASH MODELIA. ` | RECEPTACLE X 2 PAS[0�ER|ES � � BYMAGNAL�E. ' ODD j D COD ODD . ' `H 1El 225 FOOD COURT A. LAMINATE TOP: 24" X 30" X 1 1/4" - LAMINATE COLOR: P|UN[TE "SEASIDE MAPLE'', /2 SF/q1 Y/W 861 �SUEDE - .~~~� ` _'' B. EDGE: MODEL NO. 70WFR, JOHNSON _ ` CuLunC^o/' nn 9 mAuyc GREY, ' BYJUHNSON INDUSTRIES, INC. C. BASE: FALCON 203-22 SPIDER, . PLA3T|C �U|DE3' BLACK WRINKLE ` FINISH.A9.6/8 RD O[D:DDCEE:jD — COD ' \s�� E2 nr 10 FOOD COURT A. LAMINATE TOP:X 1 1/4" ' � ' TABLE WITH LAMINATE COLOR: P|ON|TE "SEASIDE MAPLE'', ,UMBRELLA VYk4 851 SUED[. -------- (2 SEAT) EL EDGE: MODEL NO. 7OVYFR' J0HN30N 1011 ' � C0L0RCAST. k�1Q MAUVE GREY. ------'�---- ------� �' � BY J0HNSUN INDUSTRIES, INC.' ' (n V) W� C. BASE: FALCON2OJ-22 SPIDER, TI C C GUIDES, BLACK WRINKLE � FINISH. =~ z x ^A3D. UMBRELLA: MODEL NO. KU-7 ' OAK FINISH WITH UKB-O BASE BY UMBRELLA � �� FABRIC: "SUNBRELLARR � E-------- ' FABRIC COLOR: NATURAL«�88O4 � �' �� [0 BY TERRA z ~�� E� 1 6 1 G FDOD COURT �` LA�|N/gl� TOP� �O"�3O" X 1 1/4" -~�^ 0 CD ' -1 TABLE LAMINATE COLOR: P|ON[TE "SEASIDE MAPLE". ( ) ' (4 SEAT YYk4 851 SUEDE. � ^~ `~ � � BOOTH) B. EDGE: MODEL 7 FR 0HN 0N - COLORCAST.�10 �AUYECREY. �~ �� ------- 1�| 8Y JOHNSON INDUSTRIESINC.�� ~- ^ . C. BASE: FALCON 203-522, SPIDER, PLAST|C GU|DE�. BLACK VVR|NKLE v~ k) D10 OD1 F|N|3H ��O PER TABLE T0P C\j CIO 0 Cl. � L1 '�A5 TABLEE4 15 15 FOOD COLAMINATE TOP: 42" DyL X 1 1/4" ' y LA�|N/Ql� C0LOR� P|0N[[E "SEAS|DE �APLE"' �� ` 4 SEAT VVW 061 SUEDE. EDGE: kO.D`EL N0. 7,0WFR. JOHNS0N ` �0 .CO^~`~~M19 MAUVE BYJOM SON INDUSTRIES, INC.=� ` � n . �1�0 -- C. BASE: FALCONO3-22 SPIDER, 7 PLASTIC GUIDES, BLACK WRINKLE_ * -- FINISH. �- � ~~. F1 ' 534 5J4 FOOD COURT MODEL KENDALL SER|ES, COLOR: WHITE ~�~ -j 0' CHAIR W/ UPHOLSTERED SEAT, BY VYESN|C . ` . UPH�L�TERY� "5PR|N� LE/�4�S." LJ ' 0 5 A5 0 T E U\IICUS GROUP, PATTERN NO. UpU-8088 BY 0LFORD. INC. . '�-�----- �1 1 � 1 0 FOOD COURT MODEL NO. �A-J13 �ARVY|CK SERIES .��' - -- -- -- -- BOOTH BY �AL3H AND SIMMONS �EAT|NG. P|0N|TE "SEASIDE MAPLE" 861 | -------' . - SUEDE PLASTIC LAMINATE. UPHOLSTERY | �~�' "SPRING LEAVES", THE UN|CUS GROUP, ` - | PATTERN NO. UPU-8088 BY C|LFORD, INC, . [ X�| H1 20 20 FOODCOURT YYESN|C MODEL NO. F-91 1 -10 If D 3 rb4 I t' �° TRASH LAMINATE COLOR: P|ON|TE "SEASIDE MAPLE". ' + oil v RECEPTACLE VVk� 861 SUEDE. � � � � .] � � � � � � � COLLECTION: 8U3 STOP PLEXUS ' ' ----------^ \ / ^ BENCH MODEL NO. LX 3011-WB-22' . | | / � | ) / | | | | | METAL COLOR: H0LLYBERRY. SUPPORT TYPE X E � - � | BY LFI/LANDSCAPE FORMS NI � � � � ' U�C][� LEVEL ��[&]|T�[�� PLAN ��C]T v/[}�/ ��L[�� L[�[L /��|L|��i![~� FL�� — ��[�� [� � |� . �� ' SCALE: 1/1O' = 1'-0" TRUE PLAN � ' � 0 9 | ' | | \ | A | ( | � | ` 1 | � \ : PABlSlA--N T | \ ' | | | � < � ' � m�~~� K~~il p~~� �� [] ' ~ [�. �� . .' LM . . � A �`-^- ' ��T^^ -~'' 0 0 0 0 i 0 i i 6: i i i 1