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OF 51 li MB j 11 -___- DOCKED E li Loading § I I� .6 PA15 6'-8112' 3'-0' III � I 32Retail 6 18 ! - RA03 I e 4I m � I 8 27 EI v ! ''. I 1 EA 0 I W f �'. � 8 ^ 10 �; �- - - - - - -- - - - - - - -- - - - - - - d - 4 -I- - - - - - - - - - - - -- - - - - -- - - - - - - _ --- 18.1 -I - Powr&IDist. Rm - -- MP x PA17 Ma'I M_e j t2 rUa1a2 T/FD RetailI I I -- -- zz Coo"PfLow LG1rER I eeewe. - Lom A Ia ech Fhn Room N n j PMAJ TA A6MB LPLATF P I . �\ AA307 23 0 16 v I , I -. 12 - 17.1, / • '-- — - I 18 ,SII 16.9' - BEA 'I I�. / RK L -- 1 3'-4 1/2" _ '-Of/ LB A I n 2 ''.. AA301 II o ao ao J 29 110 3/ - I I Rs 1 1•_q• l �I � / FFcz v RK � Stair Lobb 1 MS Ma SA7 I'r O I FireC mmand Center 11 �i 4 E v I FFC t Y u m 11 3-01 !' kr J. _ I // 4 7' - - --- - -- A61 z U 1.72 I ( m I ] uc 1 I a 15.5 a 3 li 401 AA301 1 l 2 AA305 AA307 i � I �� II i I Parking Level Unit Plan - 100 SCALE:IB" = 7'-0" 0 4 ,8 16.. P.5 Q Q2, !Q.Si R "R.1�. R2'iR.3; iR.5,R.6'. PARKING LEVEL PLAN NOTES OAlign face of CMU wall with face of C.I.P wall. OAlign face of CMU wall to face of C.LP. column. OAlign face of CMU wall to face of CMU wall. O4 Align center of CMU wall to column centerline. OInterior finishes in elevator lobbies are in not in this contract. Coordinate MEP and technology shown in Bid Sets P.102, P.103 and P 104 with wall and door construction. OBack fill only these areas. Reference structural drawings for compaction type 7� Exterior storefront, veneer, insulation and other finish loading is not in this contract (N.I.C.). OStair limestone cladding, railings, treads, users are not in this contract (N.I C.). All structural substrate is in this contract. See architectural sections in these drawings for clarification. I OEntry foyer fagade, veneer, insulation, curtain wall, campy, other Gadding, stair and intens finishes are not in this contract (N.I.C.). 70 Wall veneer on this wall is not in this contract (N.LC.). 11 Dimension is to inside face of shaft. ( 12 Parking lot striping. 13 Floor opening for future exhaust grill. 14 Recess in C.I.P. wall for fireplace. See structural drawings for wall cross section. Architectural elevation of recess is shown in detail 41AA302. 15 Edge of concrete slab. Ref. structural DWG's. 16 Provide perimeter insulation along foundation was. SeaAA300 series drawings for configuration. 17 Expansion pint in slab above. 18 Storm pipe penetration in C.I.P. wall. See detail 31AA502. Coordinate with civil and plumbing drawings for vertical location (invert) through wall. Pipe penetrations in interior walls will require additional coordination. See elevation sheets for approximate sleeve locadons in exterior CIP walls. Final lateral location of pipe to be coordinated in field meeting. 19 Cold formed steel wall at Fan Room (and adjacent spaces as shown on the floor plan, N.I.C) OStorm pipe penetration in CMU wall. If wall is fire rated, use rated ppe penetration assembly for pipe material and rating. Refer to structural drawings for opening requirements. Coordinate with civil and plumbing drawings for vertical location (invert) through wall. Final lateral location of pipe to be coordinated in fled meeting. 21 Storm pipe penetration in foundation wall. See Civil for dation of pipes for coordination refer to Structural for penetration requirements. Contractor is responsible for ascertaining quantity of penetrations. 22 Envac disposal door I 23 Envac waste removal chute I 24 Envacairvalveequipment 25 Envac inspection point 26 Reference Bid SelA.200, sheet sense AA400 for location of elevator door openings. 27 Control pint above dcoor head. See interior elevations from SheetAA312 to AA315 28 Align control joint wl cemedim of column or closest vertical bond joint proximity of column centedme 29 Center control joint to closest vertical head between ends of wall OAgo control joint to step in concrete floor. 31 Storefront systems at elevator lobbies supported on 4 courses of 8" CMU with metal stud construction above all glazing. Coordinate any required electrical infrastructure in wall 32 Steel pipe bollard. Where concrete is already placed core drill and set bollard per details. See 6/AA501. Coordinate with underslab woke. Locate these bollards on jamb centedine. 33 Dock bumpers. See specifications. I, 34 Gypsum board and metal stud bulkhead around ENVAC pipe. Use SYSTEM H in the ICC LEGACY REPORT NER-258, REV JULY 1, 2008. WALL TYPES -FIRE RATINGS 1 HOUR RATED 2 HOUR RATED 3 HOUR RATED CIA It 1�'I F'. 1. CtI' CF 4'tl_tt PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: a to \p\111111111111111/yp HSR-STU?2. 00033126 ' STATE OF % 7ADIANP "�� ocwor>w=_!".r,own o ww,ror+:.eors:o:� Bid Sets: A.A 00 A.400 ,m Set Issue Date Sheet Issue Date 0621.06 0421A6 Drawn By Checkd By dja, n , jdn IPm, Is j- Tast Hevision UI 09.19.09 //�� CONSTRUCTON SET A. too, A.20e 0N2e10] 0 ABIDSET A—ISSUE.-7N7 &Do.ASI.012, AIW AS001, -7 I ASIL— 12/,iro7 0 BID SET A 400 RE—ISSUE,0at9lea J 1ABm EETA2,osSuE.OSN'toe 0 ASID SET A 41 ISSHE, xx—ca O BID SET A3000 1 SSUE, oe/27. Project Number: 0502.00 Sheet Title: Parking Level - Area C Sheet Number: AA 1 OOC o .. ...... Y 028 AA ANF.A D �I2 — l6 KEYPLAN —° BLDGA SGLE n'f5 PLANNOxTH Developer: P��Ey D C O R l% VewAo DEVELOPMENT CO. Project W Z W C) C U16 CU -C a) J -aE .D U W Co 2 U �ocwor>w=_!".r,own o ww,ror+:.eors:o:� Bid Sets: A.A 00 A.400 ,m Set Issue Date Sheet Issue Date 0621.06 0421A6 Drawn By Checkd By dja, n , jdn IPm, Is j- Tast Hevision UI 09.19.09 //�� CONSTRUCTON SET A. too, A.20e 0N2e10] 0 ABIDSET A—ISSUE.-7N7 &Do.ASI.012, AIW AS001, -7 I ASIL— 12/,iro7 0 BID SET A 400 RE—ISSUE,0at9lea J 1ABm EETA2,osSuE.OSN'toe 0 ASID SET A 41 ISSHE, xx—ca O BID SET A3000 1 SSUE, oe/27. Project Number: 0502.00 Sheet Title: Parking Level - Area C Sheet Number: AA 1 OOC