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Home My WebLink AboutINDEX.PDF!N �+HE EVENT �F ;.�!!':.'>'TiU'�: REGARDING THE THE CONTRACTOk SHALL BE RESPONSIBLE FOR REVIEWED SHQP DRAWINGS AND SUBMITTALS BY REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR ADDITIONAL CUNTRACI DOCU,��iE�'.S, :'>� i.�.li ,i,ATIUNS, EXISTING FAMILIARIZING HIN�SELF� WITH THE PROJECT SCOPE OF ; OTHERS SHALL NOT BE CONSIDERED AS PART OF REQUIREMENTS AND DIRECTIONS. AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN - �D -QUTS��E DIAMETER UON UNLESS OTHERWISE NOTFp (:ONDITI�NS OR DF�i�'; ;NTcNT, THE CONTRACTOR WORK, BUI�DING STANDARDS, SCWEDULE AND DEADLINE;:;. THE CONTRACT DOCUMENTS. THE ARCHITECT ACT ACOUStICAL CEIUNG TILE Fi H SF;a! L�sE RESPON�IBL't_ i OR UBTAINING THE CONTRACTOR SHALI_ FURTrIER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, ALL WTERIOR FWISHES SHALL COMPLY WiTH FIN NtS OPNG OPENiNG UR U�INAL CLAKfFICAT10N FF:JNi iN�: ;�r'CHITEC� PRIUR TO BID FOR ADVISI�dG TH� OWNER OF ALG LONG LEAD tTEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK CHAPTER EIGHT (8) OF THE 2003 INTERNATIONAL APP APPROXIMATE FLR FLOOR Ot�P OPPaSITE VCT VINYL COMPOSI110N TILE SUBMITTAL AND P?OCEEDi�;C VJITH ANY WQRK AFFECTING THE PRO�ECT SCHEDULE AND SHALL, ON THE PROJECT PREPARED BY OTHERS. B� FT FEET d�-I OPP�SITE HAND IN QUESTION. UPON REQUEST F20M THE OWNER, SUBMIT ORDER AWT ACOUSTICAL WALL TREATMENT FD FLOQR DRA(N OTO OUl' TO OUT ��E�'T VERTICAL CONFIRMATIONS AN� DELIUERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, VT VINYL TfLE THESE CONTRAG�i LOl:Ui41F;P�TS ARE INTENDED TO LEAD ITEMS �0 THE C}WNER. SUBMITTALS AND SAMPLES FOR CONFORMITY WITH BLKG BLOCKING FE FIRE EXTINGU15HER FLAS LAM PLASTIC LAMINATF CESi;RIBt ONLY THE SCGf'E tii�D APPEARANCE OF , THE CONTRACT DOCUMENTS AND RETURN THEM TO . FEC FIRE EXTINGUISH�R CABINET YI�I WIT;� iME REAL PROPE��'� �".4f�i�OVEMENTS, INCLUDING THE ALL CONTRACT(�R OR SUPPLIER REQUES7S FOR THE CONTRACTUR WITHIN SEVEN (7) WORKING DAYS B.O. eorro� aF PLWD ��w000 SUBSTITUTIONS OF SF�ECIFIED ITEMS SHALL BE PS PR�JECTION SCREEN W � W►THOU�' PERFOR�J�ANCE AND LEVc.L OF' �?UALITY EXPECTED OF T � EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY BOT B�TTOM GA GAUGE / Or ITS COMPONENTS. IT IS Tf�E CONTRACTOR'S SUBMI,TED, .N WRI7ING, ACCOMPANIED BY THE � THE OWNER. ' R REVIEW. WB WOOD BASE . AITERNATIVE PRODUCT INFORMATION, TO THE CAB CABINET RESPONS181LITY TO I�JSURE THAT A.LL WORK GB GRAB BAR Q7 QUARRY TiLE ARCHITECT, NO LATER THAT TEN {10) F3USINESS ! THE GONTRACTOR SHALL NOT REPRODUCE AND MARK STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL WC V'JATER CLOSE7 COMPLETED AND MATERIAI_S INSTALLED BE IN FULL CAR CARPET P T A I I IT PP I DAYS, PRIOR TO BID OPENING DATE. SUBSTITUTIONS = UP ANY PART OF THE CONTRACT DOCUMENTS FOR � LOADS T0 THE STRUCTURE NOT DETAILED ON THE STRUCT. GWB GYPSUM WALL�OARD R RISER WD WOOD COM LIANCE A M N MUM, W H ALL A L CABLE SHALL ONLY BE CONSIDERE� IF THEY Q0 NOT � SUBMITTAL AS A SHOP DRAWING. ANY SUCH DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD GJ CONTROL JOINT RA RETURN A!R WH WATER HEATER CODES, REGULNi IONS, AND ORDINANCES HAVING CENTER LINE HDWR HARDWARE JURiSDICT10NAL AUTHORITY OVER THE PROJECT. SACRIFICE QUAUTY, FUNCTIONAUTY, APPEARANCE OR ` SUBMITTAL WILL BE REJECTED. SUPPLIER TQ DESIGN, DETAIL, PROVIDE AND WSTALL. �� RB RE51Lf�iV�f BASE WF� WORKING PdINT WARRANTY. UNDER NO CIRCUMSTANCES 'WILL THE ANY SUBMIT'TAL REQUIRED TO BE REVIEWED MORE CMU CONCRETE MASONRY UNIT HM HOLLOW METAL �,- ,..� OWNER BE REQUfRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL METAL STUDS SHALL BE DESIGNED TO SUPPORT THE REF REFE�ENCE THESE CONTRACT rUCUME��S DO N�, 4TTEMPT TO LOADS SNOWN IN THE DESIGN DATA IN ADDITION TO COL COLUMN HORIZ HORIZONTAL PROPOSED FOR SUBSTI7UTION !S OR IS y0T OF ;, REVIEW, WILL BE CONSIDERED TO BE IN EXCESS OF INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS THE WEIGHT OF THE MATERIALS ATTACHED TO THE REFR RE�RlGERATOR EQUAL QUALITY TO THE PROQUCT SPECIFIED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED CONC CONCRETE HVAC HEATING, VENTIL�ITING, AIR 'CONQ. RE D REQUIRED TR�DE. THEY AF�E PERFORMANCE SPECIFICATIONS FOR THIRD AND SUBSEQUENT REVIEWS OF A METAL STUDS. METAL STUDS SHALL BE QESIGNED USING CONST CONSTRUCTION HW HOT WATER Q IN THAT THEY DO I�EQUIRE THr'T ALL MANUFACTURED UNDER NO CIRCUMSTkNCES S1'IALI. THE CONTRACTOR , THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE RO ROUGH OPENING ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMINE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE� CONTRACTOR INTERNATIQNAL BUILDING CODE, 2000 EDITION. NO CONT CONTINUOUS STRICT CONFORMANCF TO THE MANUFACTURER�S REFER TO PLANS, SECTIONS AND DE7AILS FOR ALL TO THE ARCHITECT AT THE ARCHITECT S STANDARD INCREASE IN ALLOWABLE STRESS IS ALLQWED. CT CERAMIC TILE JST JOIST kECOMMENDED SPECiF,CAT10NS, EXCEPT IN THE DIMENSIONAL INFOR6IATIQN. � BII.LWG RATES, PLUS REIMBURSABLE EXPENSES. SA SUPPLY AIR DEFLECTION DUE TO LATERAL LOAD SHALL BE UMITED GW COLD WATER JT JOINT CASE WHEkE THE COiVTRACT DOCUMENTS A!?E MORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TO � QF THE STUD SPAN. FOR CANTILEVERS THE SChEQ SCHEQULE STHINGENT. ANY ;;'ISGLLLANF�US ITFMS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3s0 � KIT. KITCHEN SEC SECTION INSTALLATION OF ALL SELECTED MATERIALS WHICH DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE DET DETAIL MATERIALS NOT SPECIF!CALLY NOTED, BUT REQUIRED SHALL BE COMPLET�; IN ALL RESPECTS PRIOR TO THE , VERIFICATION OF ANY EXISTING CONDITIONS AND ALL � DF DRINKING fOUNTAIN LAM LAMINATE ` SIM SIMILAR FOR PROPER IM1JSTALI_ATION SHALL BE FURNISHED FINAL ACCEPTA�CE, UNLESS OTHERWISE NOTED. CRITIGAL OIMENSIONS ASSOCIATED WITH THE CANTILEVER SHALL BE LIMITED TO � OF THE DIM DIMEN510N LAV LAVATORY Si�ECS SPECIFICATIONS AND INSTALLED BY THE CUNTR�,CTOR. PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM CANTILEVER DIMENSION. ALL WORK SHALL BE WARRANI�D SATISFACTORY, IN THE CONTRACTOR SHALL PRESERVE ALL PRtNTED THAT ALL WORK OUTLINED WITHIN� THE CONTRACT METAL STUD MANUFACTURER SHALL DETERMINE FINAL DRW�iS �RAWINGS LLH LONG LEG HdRIZONTAL SF SQUARE FOOT MATERIALS AND �+JORKMIANSHIP FOR A PERIOD OF INSTRUCT,JN:i AND WARRANTY INFORMATIJN THAT IS DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR LAYOUT AND GAUGE QF STUDS TO MEET THE EA EACN LLV LONG LEG VERTICAL SA SUPPLY AIR UNE (1) YEAR, OR FUR TNE PERIOD OF WARRANTYT PROVIDED WITH EQUfPNfENT OR MATERIALS USED, AND TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. SS STAINLESS STEEL CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAF., DELIVER SAID PRINTED MATTER T0 THE OWNER AT THE : THE ARCHITECT OF ANY CONDITIONS ENCOUNTERED EC EXPOSED CEILING MAS MASflNRY T , OR PRODUCT, WHICHEVER IS LONGER. ONLY TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR WHICH MAY AFFECT BUILDING CODE COMPLIANCE, WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE STD S AN!}ARD SHALL INSTRUCT TN� OWNER fN THE PROPER USE UFE SAFETY, ISSUANCE OF CERTIFICATE OF GROUND, EXP�SED T0 WEATHER OR IN AREAS OF HIGH EJ EXPANSION JOINT MAX MAXIMUM COMPETENT MECN�.NICS CAPABLE OF PRODUCING i� RELATIVE HUMIIQITY PROVIDE FASTENERS AND EIFS EXTERIOR INSU. FINISH SYSTEM MB MARKER BOARD STL STEEL GOOD WORKMANSHIF� CUSTOMARY TO THE TRADE OF THE EQ.;IPMENT fURNISHED BY THEIR TRADE. OCCUPANCY, OR COMPLETION OF THE PROJECT AS EL ELEVATiON MECW MECHANICAL SUSP SUSPENDED SNOULD BE USED. COMME�JCiNG WORK BY A GENERAL CONTRACTQR SHALL PROVIDE A TH�ROUGH DIRECTED IN THE CONTRACT DOCUMENTS. ANCHORAGES WITH A HOT DIP ZINC COATWG OF G90 CONSTRUCT�ON GLEANING AT PROJECT CL05E OUT NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS MEZZ MEZZANIN� TS TACK BOARD CONTRACTOR OR SLi�CONTf�ACTdR CONSTITUTES � AND ANCHORAGES OF TYPE 304 STAINLESS STEEL. ACCEPTANCE OF THE CONDI'�lONS AND SURFACES PRIOR TO PUNCH LIST WALK 1'HROUGH. OMI7TED FROM THE CONTRACTOR'S BID DUE TO LACK ENG ENGINEER MFR MANUFACTURER TEL TELEPHONE CGNCERNED. IF ANY SUCH CONDITIONS ARE OF VERIFICATION BY THE CONTRACTOR, EXCEPT AS WHERE TREATED LUMBER (ROUGH CARPENTRY) IS IN � THE CONTRACTOR SHA�L SUBMIT SHOP DRAWINGS OF � pTHERWISE APPROVED BY THE OWNER FOR WORK CONTACT WITH OTHER MATERlALS IT MUST BE SEPERATED EXIST EXISTING MIN MINIMUM T.O. TOP {}F UP�ACCEPTABLE, ��HE GEME:R,4L CONTRACTOR SHALL BE ALL FABRICATED ITEMS, A�1D PHYSIGAL SAMPLCS OF ASSQCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT NaTiFiED IA4MEDIATEL�r, ar�D NO WORK SHALL BE ACCESSiBLE PRiOR TO CONSTRUCTiON. ALLOW ANY REACTION BETWEEN THE PRESERVATNE AND EXP EXPANSION M.O. MASONRY OPENI�IG N TELEVISION ALL FINISH MATERIALS SPECIFIED 70 THE ARCHITECT EXT EXTERIOR TYP TYPICAL PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW. ADJACENT MATERIAL. COORDINATE WITH LUMBER MANU. ! ; APPLICABLE CODES TABULAR OCCUPANT LOAD (1004.1.1) i INDIANA $UILDWt� CODE OCCUPANT LOAD FACTOR: ��30 2008 IN7ERNATIG�NAL BUILDING CODE WITH INDIANA AMENDMENTS ACTUAL OCCUPANT LOAD ( I Od4. I. I) INDIANA PLUMBING CODE 1999 UNIFORM PLUMBING CODE WITH INDIANA AMENDMENTS SQUARE FOOTAGE/OCCUPANT LOAD FACTOR: 30/18,284 �N��RSIC�E INDIANA ELECTRI:AL CODE TOTAL OCCUPANTS: 610 2009 NATIONAL cLECTRICAL CODE WITH INDIANA AMENDMENTS �� @��,/ FIRE RESISTNE REQUIREMENTS (601 AND 602) �� INDIANA FIRE COJE 2008 IN7ERNATIUNAL FIRE CODE WITH INDIANA AMENDMENTS CONSTRUCTION TYPE: 11-8 -- ------ ------ ------- -- ---, , /T - -- - ---- �\. --- -- �. �'TRt1CT'�� , / .� , , iNDIANA MECHANICAL CODE STRUCTURAL FRAME: NON-RATED ��\ 2008 INTERNATI4NAL MECHANICAL CODE WITH INDIANA \`� /� '•��;' , A�fENDMENTS EXTERIOR BEARING WALLS: N/A /�3 '� MTL 5TUDS ;+T ''-0" `� 3° A4TI_ STUDS AT 4'-0" INDIANA ENERGY CONSERVATION �ODE INTERIOR BEARING WALLS: N/A � ' � o . 2010 INDIANA E�IERGY CQNSERVATION CODE C.�. MAXIMUM SPAf �� O.C. MAXIMUM S, ACING. EXTERIOR NON-6EARING WALLS: NON-RATED EXTEND TO UNGEF��!)� OE �, EXTENU TO UNDERSIDE OF >- '� '��y STRUCTURE ABOVE. STAGGER INDIANA HANDICPpPED ACCESSIBILITY CODE ST�tJC1URE AB�VE. ��r��GEf� � SUPP�RTING STUD5. �'` SUPPORTING STUDS. 2008 ANSI A11 �:1 INTERIOR NON-BEARING WALLS: t HR. DEMISING '-;� — — � — — — — — — — '— - — — — — — — -- — ---- — — — — - — .--�- --- ` — — — — — ADA ACCESSIBILITY GUIDELINES �` o�.�IL��i LI E FLOOR CONSTRUCTION: NON-RATED ,., � � -�` SEE REFLECTED CEILING' ROOF CQNSTRUCTION: NON-RATED �: PLAN FOR HFIGHI. ' pCCUPANCY (OVEftAL�. BUILDING) SHAFTS: NON-RATED ,� ,� �� i'�'PE 5� (PROVIDE TWQ HOUR RATED UNDERWRITERS LABORATORY WALL ASSEMBLY U411 OR EQUAL� 6" MTL STUDS � 16" O,C. WITH 2 LAYERS OF �" GYPSUM BOARD @ EACH SIDE. EXTEND STUDS AND GYP BD. TO UNDERSIQE OF Rt30F DECK AND SEAL BETWEEN GYP BD ANp DECK fOR FIRE RATED ASSEt�BLY. PROVIDE SOUND BA7TS IN�UTATION T0 MATCH WALL WfDTH AT WALL TYPE W5A ONLY. =- CLA5SIFICATI�N (302.1): M \ �\ >- OCCUPANCY (TENANT SPACE) '' �.� CLASSIFICATION t302.1): M �-��. " PC''ESSORY USES (508 3 1)• N/A -6" MTL STUDS @ 16'' O.C. 6" MTL STUDS t� 16" O.C. S" MTL STUDS C� :�3° O.C. X � 3�" MTL STUDS � 16" O.C. ' v WfTH ONE LAYER OF �" iNITH p�JE LAYER OF �" WITH ONE LAYER OF �" YJITH ONE LAYER OF g° NON-SEPARATED USES (508.3.2): N/A GYPSUM BOARD C� fACH GYPSUM BOARD Q EACH GYPSUM BOARD @�'ACH GYPSUM BOARD � EACH ' SIDE. EXTEND STUDS AND SIDE. EXTEND STUDS TO SIdE. EXTEND GYF �D TO ��l ;IDE. EXTEND GYP BD T0 SEPARATED USES (508.3.3): N/A GYP BD. TO UNDERSI�E OF UNDERSIpE OF ROOF DEGK MIN OF 4" ABOVE �� MIN OF 4 ABOVE RO(}F DECK AND SEAL AND GYP BD TO MIN OF 4" ADJACENT CEIL!��G Lii�E. � ADJACENT CEILING LINE. CONSTRUCTION BETWEEN GYP BQ AND ABOVE ADJA�ENT CEILING - DECK FOR FIRE RATED '��INE. � �" • CLASSIFICATION !602): > > -B - ASS�MBLY. \ _ PRt}UIDE SOUND BA7TS PROVIDE SOUND BATTS �ROVIDE SOUND BA?�5 � PROVIDE SOUNQ BATTS AUTOMATIC SPRINKLER SYSTEM INSULATIpN TO MATCH WALL INSULATION TO MATCH tNALL IN5ULATION TO MATCH �Fd��ll. INSULATION TO MATCH WALL WIpTH AT WALL TYPE W4A "' WIpTH AT WALL TYPE W3A � WIDTN AT WALL TY�F 'N`1l� `NIDTH AT WALL TYPE W1A ; SPRINKLER SYSTEM REQUIRED (903): YES ONLY.` ONLY. '"�� ONLY, ONLY. SPRINKLER SYSTFM PROVIDED: YES i 1'�PE �� 4 � TYPE ` 4� (PROVIDE ONE HOUR RATE UNDERWRITERS LABORATOF WALL ASSEMBLY ll465 OF EQUAL) :-< � ALLOWABLE BUILDING:�IEIGHT � . � � TABULAR HEIGHT` (503): 55'/4FLR. ALLOWABLE BUILDING AREA '-`r 12,500 �- �ABULAR AREA (503): `��PE 3 T°�P� 2 ��'PE B ��R�. FL�� . BUILDING AREA INCREr'� SE �� P� � �y�� I� INCREASE FOR SPRINKL�RED BUILDING (506.3): 300% UNLIMITED AREA';507): N/A � :�.:. �,s. . .�.�..,a.�,�,.�,.xr��. " �"""""' ' FRONTAGE INCRE•�SE (5Q6.2): N/A �� '� If = (F/P-,i?5)xW/30 ,�.. .._.,___...� NpTE; WhLL NEiGHT AS MARKED ON PLANS W USE MOLD A�,!D M►LDEW RESISTANT GYPS:IM RE��FK TO ROOM FINISH SCHEDULE FOR ALL TOTAL ALLOWABLi;: AREA WITH INCREASES: 50,000 CONJUNCTIGN WITH WALL TYPE SYMQOL VJILL WALLBOARD Giu ALL PLUME,iNG WA'�_l5. USE �'� FINISN SELECTIOPIS; CEILING TYPES ANQ HEIGHiS; SUPERCEDE I��tALt HEIGHTS AS SHOWN AB�VE. CEML' �1T BOARD INSTEAD OF GYP BOARD �.ivU TYPES, SIZES AND LOCATION� ETC. Ao - At +(�'�t x If} +(At x Is) SEE SYMBQLS LEGEND iHIS SHEET. �3ENIND ALL TILE FINI�HE:S. Ao = FIL! IN PROVIDE DEEP LEG DEFLECT!ON TRACK AT BRACF METAL SiUi 4VALLS IC) TOP Oi ACTUAL EUILDING HEI :;HT AND AREA TOP OF ALL �r:�TAL STUD WALLS WHERE 5TRUCTURAL STEEL ELEiIIkNT�-��iBOVE CEILING STUDS EXTENd 70 UNDERSIDE QF ROOF DECK Pi_t:"Jk. COORDINAiE RErUIREU B�ACE. SPACING 6UILDING AREA: .' 18,284 �R STRUCTURf ABGVE. WITH STRUCTURAL ENGINEER f'RIOR TO �EGINNING C0��5TRUCT:.:��1. BUILDING HEIGH; (FEET/# FLOORS): 31'-8"/1 �LR. �„�,.�,.. .t� `��P� � NOT �0 SCALE FIRE RESISTANCE RATED CONSTRUCTION (704.5, 601, 602) RATED EXTERIOR WALLS: N/A FIRE SEPARATION DISTANCE: >30' UNPROTECTED OPENING AREA: N/A INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803) SEE FINISH SCHEDULE FOR MATERIALS ALL MATERIALS ARE CLASS A RATED FIRE PROTECTION SYSTEMS STANDPIPE SYSTEt� (905): DESIGN BUILD PORTABLE FIRE EXTINGUISHERS (906.1): BY TENANT FIRE ALARM AND DETECTION SYSTEMS {907): REQUIRED SMOKE CONTROL SYSTEMS {909): N/A SMOKE AND HEAT VENTS (910): N/A EGRESS MINIMUM WIDTH FACTOR (1005.1): 0.15 REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): g�,5' MINIMUM NUMBER OF EXITS (1019.1): 3 ACTUAL NUMBER OF EXITS: 16 ACTUAL WIDTH OF EXITS: 684" ALLOWABLE TRAVEL DISTANCE (1016.1): 250' CORRIDOR CONSTRUCTION (1 Q 17.1): N/A MINIMUM CORRIDOR WIDTH (1017.2): N/A MAXIMUM DEAD END CORRIDOR (1017.3): Zp' �` kr ��E .. �k ��;; 3� g � �"� �; . � � . � � J� � � aa �'�`ve, � � L� a,r•t^� M1n18�PS�� 3w�a:. rv�,.aYi OKEYED NOTE REFER TO SHEET WHERE SHOWN. OWINDOW OR GLAZED OPENING TAG. SEE SCHED. IF WINDOW - W?, IF STOREFRONT - SF?, IF CURTAINWALL - CW? �p ACCESSORY TAG. SEE ENLARGED TOILET PLANS. � BUILDING SECTION CUT. XXXX XXXX ELEVATION TAG - INTERIOR OR EXTERIOR. X/XXX SECTION CUT AT AREAS SHOWN SMALL SCALE � r X,XXX ` � ENLARGED PLAN. \ XXXXX ELEVATION TARGET. XXXXX FINISH FLOOR = ASSUMED 0'-0" U.O.N. xxX FINISH TAG. REFER TO LEGEND # REVISION �/\� C� BATT INSULATION; WIDTH OF FRAMING U.O.N. cy R� ROOM TAG. REFER TO ROOM FINISH SCHEDULE NAME F.E. FIRE EXTINGUISHER IN SEMI-RECESSED 0 CABINET PROVIDED/INSTALLED BY GC. SURFACE MOUNTED FIRE EXTINGUISHER O PROVIDED/INSTALLED BY G.C. F. E. 100 DOOR WITH DOOR NUMBER. � WINDOW OR GLAZED OPENING �� LADDER. REFER TO SECTIONS AND NOTES � STUD FRA�IED WALL. REFER TO INDEX SHEET FOR INFO. � BRICK WALL. REFER TO SECTIONS AND DETAILS STONE WALL. REFER TO SECTIONS AND DETAILS W1 WALL TYPE 12' WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT, SEE WALL TYPES THI$ SHEET. COVER SHEET INDEX SHEET SITE 100 TITLE SHEET 200 TOPOGRAPHICAL SURVEY & DEMOLITION PLAN 300 SITE DI�fENSIONS 301 UTILITY PLAN 302-303 WATER MAIN EXTENSION 400 GRADING PIAN 401 FLOOD ROUTING PLAN 500 STORM SEWER PLAN & PROFILES 600 EROSION CONTROL PLAN 601 EROSION CONTROL DETAiLS 700 MISCELLANEOUS DETAILS 800 PLANTING PLAN 801 PLANTING DETAILS AND SPECIFICATIONS 802 IRRIGATION PLAN - NORTH AREA 8Q3 IRRIGATION PLAN - SOUTH AREA 804 IRRIGATION DETAILS AND SPECIFICATIONS 805 IRRIGATION DETAILS 900 PHOTdMETRIC PLAN 1000 SPECIFICATIONS STRUCTURAL S101 CODE INFORMATION AND SPECIAL INSPECTION REOUIREMENTS S102 GENERAL NOTES S201 FOUNDATION PLAN S202 ROOF FRAMING PLAN S203 ROOF BRICK RETURN & LINTEL PLAN S204 TOWER FRAMING PLAN S205 DECK PLAN S301 FOUNDATION PLAN S302 FOUNDATION SECTION S303 IuIAASONRY DETAILS S321 ROOF FRAMING SECTIONS 5322 ROOF FRAMING SECTIONS S323 ROOF FRA�IING SECTIONS S324 JOIST LOADING DIAGRAMIS S324 BRACE ELEVATIONS S330 ROOF FRAMING SECTIONS S331 STEEL DETAIIS ARCHITECTURAL A1.1 FLOOR PLAN A2.1 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS - SIGNAGE EXTENTS A4.1 BUILDING SECTIONS AS.J WALL SECTIONS A5.2 WALL SECTIONS A5.3 DETAILS A5.4 DETAILS A5.5 DETAILS A6.1 DOOR SCHEDULES / STOREFRONT ELEV. HIECHANICAL MP1.1 MECHANICAL PLAN ELECTRICAL E1.1 ELECTRICA� PLAN E1.2 PARTIAL ELECTRICAL PLAN E1.3 ELECTRICAL RISER DIAGRAM EAST 146TH STREET a° 0 � � > PROJECT LOCATION � N � \ � � �� \ �� \ �� \ � � �� u� �� AR��ITECTURE 6925 EAST 9bTH ST., SUITE 105 INDJANAPOLIS IN 4 25 , 6 0 O :: 317 . 28$ . Ob81 F :: 317 . 288 . Q753 �� s��`��o��a�� a�� ►��iiir�,�� ,�`��,�,\ N M �fi n��''�, \`��P�.��5 T F R f0 'r��,�i�'.. � No. � � ` • AR196Q0043 = %, STATE OF � ��'� ND I PN P . `\\� �� ``�.�� ► EXPIRES 11/3Q/13 THIS DRAWING AND TME IDEAS, DESIGNS AND CONCEPTS CQNTAINEQ HEREIN ARE THE EXGLU5IVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR W PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. �O COPYRIGHT 2013, CURRAN ARCHITECTURE �\;\\,\'��`r��0�.\t��"�� \ �� `��.� � �\�\ �� \��a�� RETAIL BUILDING RIVER RC�Aa SHOPS 14580 RIVER ROAD CARMEL, INDIANA 46033 �_ �.��\��\ �� , \\ ��.'�� ISSUE DATE . t-2-2014 130139 � u fliv� �'� `� Y»,�v"w�N' � : ��i� �1 �tr � ?k`�� ' '�' �j£ �� ,� �'� l� �. t 2 U '+�:� { � �d+ ¢ � �„�� w � � � � s'� u ;tr�,,�z � ,, x� r:,�a��,��?:�� ,.�.y,s� ��. .