Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CARMEL CORPORATE ASI updated 3-11-16.pdf
a � e a _� 0 � 0 � U � � U7 ._1 � Q � 0 a w � � c� z a � 0 � � 0 x n z � � m a 0 � � a � Y i � ,_. ., ., ..:. . , ,,.,, ,. . . .,.: ,, . . � i i; ,;''.., -. '-,. . _ " , ; f.. . - -s . ���; , �:;:. � �` � ■ ■ � .: i ".. ���� . ��_' �' . �'':. �'0� .:��- :`� . �. � �;: -. ;- _ ..;, '. ,, ` . . .' .' � ■' „ .iu . ; '. _' '� ... / ':; � � � ., , - , , , �.. ,, ,, . �; ``� : : , . � ■ . ' ; . � �.C��ATI�N NOT TO SCALE : � •► MAP PROJEC7 LOCATEp WITHIN �URRENT CITY OF CARMEL CORPORAT� LfMITS PERIMETER STREETS AND R/W: CITY OF CARM�L: (317) 733--2�441 WAT�R: CITY OF CARMEL UTiLITlES: (317} 733-2855 STORM SEWER/�RAINAGE: C!`fY QF CARM�L: (317) 571-2441 LEGAL, DRAINS: HAMILTON COUNTY SURVEYOR'S OF'�IC�: {317} 773-8495 SANITARY SEWERS: CLAY 70WNSHIP REGIONAL WASTE DiSTRlCT (3� 7} 844-9200 THE COIVTRACTOR SHALL CONTACT THE p�PARTMENT OF ENGINEERING TO SCHEDUL� A PRE—CONSTRUCTION MEETfNG TO REVfEW TH� D�PARTMENT'S CONSTRUC7fON REQUIR�M�NTS, STAFF NOTIFICATfON REQUIREM�NTS, R�QUIRED kNSPECTIONS FOR CERTAIN STAG�S OF THE WORK, AND TO REViEW 7H� AUTMORfTY OF TNE �EPARTMENT AS IT R�LATES TO WORK WITHIN THE EXISI�NG AND PROPOSED CITl' RIGHT—�F—WAY. ':• ; � :._►�_. REHABILITATlON OF 1 BUILDING, DEMOLITION 4� 1 BUILDlNG AND ASSOCIATED INFRAS�'RUCTURE INCLUDiNG BUT NOT LIM[i�D 7�: RELOCA�ING STORM 5�W�RS, SANITARY LATERALS AND WATER MAINS. �- CARMEL DRIVE OESlGN SPEED: 30 MPH � � CURR�NT ZONING: PUD � PROPCISED ZONING: PUD \ � O ,�,_, w a¢ N0� ARTH D15TURBING ACTIVITIES MAY a� COMM�NC� WITHOUT AN APPROVE� z � STORMWATER MANAGEMENT PERMIT �o a� THIS PROJECT [S SUBJECT T� TH� CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY QRDINANCES �;• �► ,: ENGINEER: BRADL�Y SCNRAGE� P.E. AMERICAN STRUCTUREPOINT, INC. 72fi0 SHADELAND STATION INDIANAPOLIS, IN 4fi526 (317) 547-5584 bschraqeC�Dstructurepoint. com LANDSCAPE ARCHIT�CT: A�.YSSA PRAZEAU, PLA, ASLA CONTEXT LAND5CAPE ARCHfTECTURE 12 SOUTH MA�N STREET, SUlTE 200 F'ORTVIL.I��, EN 46�40 (3� 7) 485-6900 aprazeauC�contexf—design.com ARCHITECT: AARON HASCHEL CSO ARCHITECTS 8831 KEYSTONE CROSSING [NDIANAPOL.ES, IN 46240 (3i 7) 848-7800 ahasc�elC�csninc.net � �. ..= II■1 - '; I` � , � `-� . .�t� 1/E� YC}R• NATHAIV HARRIS, P�.S AMERICAN STRUCTUREPOINT, INC. 72fi0 SHAD�LAND STA�ION INDIA�lAPOI,IS, IN 46256 {317} 547--5580 nharrisC�s�ructur�point.com ��yE�.OPER• DAVID LAZAS ATAPCO PROP�RTIES, INC, ON� S(?UTH S�'REET, SUITE 2800 BALTIMOR�� MD 21202 (410) 3�7-7170 dlazas�atapeo.com OPERATiNG AUTHORITY: DAVIp LAZAS ATAPCO PROPERTIES, INC. ONE SOUTH STR�ET, SUITE 2800 BALTIMORE, MD 21202 (41 Q) 347-7170 dlazas(�atapco.com N QTE: CONTRACTOR RESPONSfBLE FOR ALL BONDING AND PERMITTING 0 1/I�If�ITY MAP NOT �Cl SCA�.E PLANS PREPARED FOR: � � � � I� �' �. ONE SOUTH STRE�T, SUITE 2800 BALTiMQR�, MD 21202 PL.ANS PREPARED BY: A�ERIcaN 7260 SHADELANC� STATION �TRUGTUREP4��T T�L 317.54I7.55 �O FAX 31 7543A270 I N C. www.structurepo9nt.com INDEX DESCRIPTfON SHEET No. T�TLE SHEET � � C�01 GENERAL NOTES CQ�2 OVERALL EXISTING TOPOGRAPHY C100 EX�STI�G TOPOGRAPHY / DEM4LITION PLAN C141 OVERALL SITE PLAN C20Q SITE PLAN C201 GRADING / UTILITY PLAN C301 EROSfQN CONTROL PLAN C501 ERC}SION CONTROL DETAILS C5� 0—0514 STORM WATER POLLUTION PREVENTION PLAN C520 S�TE DETAILS C84� , LANDSCAPE PLAN L10�—L101 � PLAN DATE: 12/19/2�14 S01 LS I� AP N07 70 SCALE REV �ATE DESCRlP110N 3 0�/o2/i� � cf-nr coM��r��s 2 04/14/15 CITY COMMENTS 3 05/15/l5 OWNER REVIEW ¢ 05/28/95 BIQ SET � D7/07/i5 FERE HYDRANT s o�/o7/�s car�r���vrs Q9/Q9/15 ONME�t REVISIONS �. ���-. -...g �A ���� � � �����. ;� Si'ATE D� �! �`'�"` � �� - " • ` � '1 3�� 2012W59Q � � GENEF�AL NOTES FOUN�ATI�I�S 1. PREPARE AREAS OF THE SITE SUPPORT[NG STRl1CTlJRE BY R�MOViNG iOPSOIL, EX15TI�[G FILL, ORGANIC MA7�RIAL, OR �ROZEN, WET, SOFT, LOOSE QR OTHERWISE UNSl11TABLE MATERIALS. 2. PROOF ROLL THE EXP05ED SUBGRAD� WITH A MEDIUM-WEIGH7 ROLL�I� T4 DETERMI�VE IF ANY POCKETS OF SOFT, LiNSU[TABL� MATER[AL EXIST BENEATH TM� EXPOSEd SUBGRADE. REMOVE ANY UNSllITABLE MATERIAL ENCOiJNTERED AND REi'LAC� W�iH A W�LL COMPACTED GRANULAR MATERIAL. 3. PLACEMENT AND COMPACiION OF �NGINEERED F[LL SHALL BE QVERSE�N 8Y TFiE TESTING LABQRATORY_ PLACE Fll.�. MAT�RIAL IN LAYERS �]OT EXCEEDING 8 INCHES IN L005E THECKNESS. MECF{ANICALLY COMPACT EACH LAYER TO AT LEAST THE REQUIRED MINIMUM DRY DENSITY. 4. FOOTWGS I�OT SUPPORTED BY ENGINEEFtED F[LL SHOULD BEAi� 4N FIRM, UNDISTURBED MAiERIAL. IF IJNSUITABLE MA�ERIAL IS ENCOUNTERED, REESTABLISN THE BE4RING ELEVATION OF THE FOOTING BY LOCALIZED U�1�ERCUiiI�IG, AND �ILL�NG W1TH SEJITABLE GRAN[JLAR MAT�RlAL OR CONCRETE AS RECOMMENDED BY THE TESTING LABORATORY. SOfLS TESTING FIRM SFlAL.L VERIFY BEARING CA�AC�iY OF SOIL Ai ALL COLUMN FOOTINGS AND AT 8'- 0" 1NCREMENTS ALGNG WALL FOOTINGS. 5. PLAGE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS NOT POSSIBL�, ADEQiJATELY PROTECT THE EXPDSED MATERIAL IN 7Fi� BAS�S OF THE FOOTING EXCAVATIONS FROM ANY D�iRIM�NTAL CHANGE IN C�NDITIQN 5llCH AS FROM RISTEJRBANCE, RAIN OR FREEZENG. 5l1RFACE RUNOFF SHALL NOT BE ALLOWED TO ENT�R THE EXCAVRTIQNS. 6. CONCREi� WALLS k�ETAINII�G EARiM MUST FiAVE REACHED 104 F'ERCENT O� THEIR REQLlIREi] 28 DAY COMPRESSiVE SiR�NGiH BEFQRE BACKFILLEiVG OPERATIONS �EGIN. 7. BAGK�ILL EACH SiDE OF CONCREiE WALE.S WITH EARiH ON 80TH SIDES, SIMIlL7AN�OUSLY. 8. BACKFILL PLACED AGAI�IST COE�CRETE WALLS SHALE. BE A WELL-G�iADED GRANULAR MATERIAL. REINFOFlCING STEEL 1. PROVIDE MIiVIMUM CONCRETE COVER FOR REINFORCING STEEL IN ACCORDANCE WITH THE ACI 'BUILE7ING COL7� REQUIREMENTS FOR STRUCTURAL CONCFiETE" (ACI 3i8-a5), UNLESS Q7HERWIS� If�DICATED. 2. R�INFQRCING STEEL SHALL BE Sl1PPOFiTED AND SECURED AGAINS�" DISPLACEMENT IN ACCORQANCE WITH THE CONCREi"E REINFORCING STEEL INSTITUTE'S "MANUAL OF STANDARD PRACTfCE". 3. DETAILS OF REWFORCING STEEL FABRiCATION AND PL4CEM�f�T SHALL CONFORM TO ACI "DETAILS AND DEiA1LiNG OF CONCREiE RE[NFQRCEMENT" (ACI 315) AND "MANUAL OF ENGINEERING AND PLACI�IG DRAWI�fGS FOR REINFORCED CONCRETE STRUCTURES" (ACI 315R) iJNLESS OTHERWESE [NQfCATED. 4. SPREAD REINFORCING STEEL AROUND SMALL OPENfI�GS AiVD SLEEVES W SLABS AND WALLS, WHERE P05SIBLE, AND WH�RE BAR SPACI€�G WILL l�07 �XC�ED 1.5 TIMES THE NQFtMAt. SPACING. DISCONTINU� BARS AT LARGE OPENINGS, WHERE E�ECESSARY, AiV� PROVIDE AN AREA OF REfNFORCEMENT, EQUAL TO THE 1NTERRLIPTED REINFORCEM�Ni, IN FLl�L LE�fGTH BARS, DISTR16UiING ON�-HAL�' EACH Sf�E OF THE QPENING. WHERE SHRINKAG� AND 7EMPERATURE REINFORCEMENT IS 1NTERFiUPTED, ADD 2-#5 x OPENING QIMENSION � 4'-0" ON EACH SIDE OF THE OPENING. PROVIf]E #5 x 4'-0" bIACONAL BARS IN BOTH FACES, Ai EACW CORNER OF QPENINGS LARGER THRN 12 IIVCHES IN ANY DIREC�'iON. 5. FiEINFORCING STE�L 8END5, HOOKS ANQ LAP 5PLICES SHALL CON�ORM TO 7HE ACI "BiJILDING CODE R�QUIREMENTS FOR STRUCTURAL C�{�CRET�" (ACI 318-99) UNLESS QTH�RWISE INDfCATEQ. 6. PROVfD� SiAN���S FQFt iHE SiJPPOFiT QF TQP REfNFORCEMENi' FOR FOOTINGS. 7. PROVfDE PLASTIC, SNAP-ON SPACE WHEELS TO MAINTAIN REQUIREI7 CONCRE7E COV�R F4R VERTICAL WALL RE[NFORCEMFNT. 8. INSTALL DOWELS IN THE FOOTING FORMS BEFORE CONCRE7E IS PLAC�D, SllPPOfiTING AND TYI[�G THEM SEClJRELY IN POSI710N. DO iV07 STICK DOWELS [NTO FOOTINGS AFf�Fi CONCRE7E 15 PLACED. 9. POSITIO�1 DOW�LS �OR VEf�iECAL WALL REINFORCEMENT IN COLI)MN FOOTINGS, P1LE GAPS AND WALL FQOTING SiEPS WI�H 6 INCHES MAXIMUM BOTTOM COVER. 10. FIELE7 BENDING OF REINFQRCING STEEL IS PROHEB[T�D. COHCR�TE 2 3 4. 5. 6. 7. THE MIXING, HANDLING, PLACING AND CURING OF CONCR�TE SHALL BE I[� ACCORDA�[CE WITN iHE AC[ 'BUILDING CODE REQUIREMENTS FQR STRUCTlJk�A� CONCRETE" (ACI 318-05). �INfSFiING OF SLAB: AFTER SCREEDING, BULL FLOATII�G AND FLOA71iVG OPERAT10N5 HAVE BEEN COMPLETED, APPLY FINAL FINISH AS INDICATED BELOW. a. FLOOR SLABS ......................................................�-----------••--------------HARD TROWEL FI�[ISH b. SLIP RESlSTANT SUR�ACES ...................................................................•--BROOM FINISH FINISHING OF FORMEp SIJRFACES: FINIS�t FORMED SUR�ACES AS INDICATED BELOW. a. �IDES OF F�DiIl�GS ..................................................................................................NONE b. WALLS NOT EXPOS�D i0 PU�LIC V1EW .....................................R�UGFi FORM FI�JISH c. WALLS EXPOSED TO PL.IBLIC VIEW ............................................SMO��H FORM FI�VISH d. OTHER SURFACES EXPOSED TO PllBLIC VIEW ......................SMOOTFi FORM FINISH e. OTFIER SURFAC�S NQT �XPOSED TO PUBLIC VIEW ...............ROUGH FORM FINiSFf Gi1RI�IG OF SEABS: CURE SLABS WITW CURfNG COMPQUNDS OR M015TURE RETENTION COVERS. ARCHITEC7URAL REVEALS: SE� AF{CHIiECTEJRAL Di�AWINGS FOR LOCATIONS AND DETAI�.S OF REVEALS (i" MAXIMUM �EPTH) IN EXPOS�D CONCRETE WALLS_ SEE AFiCHITECiURAL DRAWINGS FOR CHAMFER REQUIREMENTS FOR CORNERS OF CONCRETE. WHERE NOT fND1CATED, PROVIDE 314 fNCW CWAMFERS ON EXP05ED CORNERS OF C�NCR�TE, EXCEPT TH05E ABUTfIIVG MASONRY. 5EE SECTION 033053, M1SC�LLANEOU5 CAST-IN-PLACE C�NCFiETE, FOFi GOI�CRETE MIX PROPQRTIONING REQEJIREMENTS, FOFiM REMOVAL, FIOT AI�D COLD WEATHER CONCRETI�[G REDUIREMENTS AND FINISF;ING AND CUI�WG R�QUIREMEf�TS. STRIICTURAL ST��I� 1. STRI]CTURAL STEEL CONSTRUCTION SHALL C�NFORM TO THE AMERICAN INS71iUl'� OF STEEL CONSTRUCTION "SPECIFICAi[ON FOR STRUCiIlRAL STEEL BUILDINGS, ALLOWABC.E STRESS DESIGN AND PLAST[C dESlGN". 2. Sl�OI� CONN�CTfONS, iJNLESS OTHE�iW[SE SHOWN, MAY BE EITNER BOLTED OR WELdE�. FIELp CONNECTIONS SHALL BE BOLTED UNLESS OiHERWISE DETAILED ON TFfE DRAWINGS OR APPROVE� BY THE ENGINEER. 3. BOLTED CONNECTIONS SHALL BE BE4RING-TIP� C4NNECT14N5 USfNG 3/4 INCH DIAMET�R AS7M A325 B4LT5 WITH STANDARd 13/16 INCH QIAMETER HOLES, LlNLESS OTNERWISE �IOTED OR DETAILED QN THE DRAWfIVGS, OR APPROVED BY iHE ENGINEER. 4. SLIP CRITICAL BOLTS (S.C.) SHALL BE USED WHERE INDICATED O�f THE DRAWINGS. 5. TENSiON BOLTS 1N ACCORbANCE WITH TABLE 4 QF THE "SPECfFICATI�N FOR STRUGTURAL JOINTS USING ASTM A325 OR A490 BOLiS", UNLESS NOTE�} OTHERWfSE. 6. CONN�CTIONS NOT DETAI�.ED QN THE DFiAWINGS SHALL BE E}ESIGNE� BY TME SiEEL FABRICATO� IN AGCORDANCE W[TM THE AISC "MANUAL OF STEEL CONSTRUCTION". BE4M ENd CONN�CTIONS SHALL BE DESIGNED FOR THE VERTICAL SHEAR REACTIOI�S INDICATED AT THE BEAM ENDS O�[ THE FRAMI�IG PLANS. WHERE SUCH REACTIONS HAVE NOi SEEN IN�ICATED TME CO�[NECTlO€�S SHALL BE DESIGNED FOR ONE-I�AL� 7W� BE4M LOAD CAPACITY AS GIVEN W 7N� AISC "ALLQWABLE LOADS ON BEAMS" iABLES. COI�NECTION A�[GLES SHALL BE DOlJ6LE WEB ANGLES, 5116 INCH MII�IMUM THICKNESS. CO�[�iECTION A�fGLES AT 12" COLiJMNS S1�ALL HAV� 5" L�GS ON COLllMN. 7. SEQIlENCE THE WELDWG OF CONNECT[ON PLAi�S AND STIFFENER PLATES TO MINIMIZE WELD SHRINKAG� S7RESSES. 8. WELDI�IG, BOTN SHOP AND FIELD, SHALL BE ACCOMPLISH�D BY WELbERS GERTIFfED BY A.W.S. FOR THE WELD TYPES AND POSII'IONS SFiOWN ON THE DRAWINGS. LJSE E70XX ELECTRODES OF STRiJCTURAL TYPE. 9. BACKUP BARS REQUIRED FOR WE1.D�p CONNEGTIONS SHALL BE CON�"lNUOUS. 10. USE LOW HYDRQGEN ELECTR�k]E5 WHEN WEC.E}ING ASTM A572, GRADE 50 STEEL. i 1. FOR BEAMS FRAMING OVER THE TOP OF A COLUMN, PROVIDE 1/4 INCH STIFFENER PLATES FACH SIDE OF THE BEAM WEB UNLESS aETAILED OTHERW ISE. �I2. CONNEC7 BRACING M�MBERS FQR �WO COMPONEN�S OF 5TF3ESS. 13. LOCATE CENTERLI�f�S O� V�R7ICAL BRACING MEMBERS ON COLUMN CENiERLEiVES UNRESS OTH�RWISE INE}ICATED. 14. FABRICA7� SfMPL� SPAN BEAMS WITHOUT SPECIFI�I7 CAMBERS SO TMAT, AFTER �REC�"ION, ANY MINOR CAMB�R DUE TO ROLLING OR SHOP ASSEMBLY 5FlALL BE UPWARD. 15. 5UB-BASE (LEVELING} fiL4�'�S W[LL NO7 6� ALLOWFD UNDER COLEJMN BASE PI..ATES. 1 fi. BURiV[NG OF FiOLES IN SiRUCi'URAL Si��L SHALL NOT BE ALLOWED WiTNOUT APPROVAL OF iH� �NGINEER. 17. ALL EMBEDD�D PLATES QN EXT�RIOR SIDES OF PAN�LS SHALf� BE NOT QIPPED GALVANIZ�D. 18. STRLlCTURAL STEEL SHALL BE SHOP PAINTED WITH A RLfST INHIBITWG PR[MER. SZEEL JOISiS 1. STEEL JO1ST GONSTRUC710N SHALL CON�ORM TO THE $TEEL JQIST liVSTETUTE'S "STANDAFiD SPECI�ICATIONS, LOAd TABLES ANQ WEIGHT TABL�S". 2. THE JOIS�' SUPPLlER SHALL VERf FY THE ADEQfJACY OF THE SIZES iNDICAiEC7 FOR A�fY JOISTS SUBJ�CTED T4 LOADINGS OTHER THAN UNIFORM GRAVI'!'Y LOADINC, SUCN AS CO�fCENTRATED LQADS, SNOWDRIFT LOADS OR COiVTINUITY FORGES, INDICATEd OiV THE dRAWIl�GS. 3. R[�CHOR ENDS OF STEEL JO15TS BE4RING ON STEEL SLiPP4RTS BY WELDING �R BOLTING IN ACCORDANCE WIiH SJI SPEClF1CATIONS. F(ELd BOLT STEEL JOISTS LOCATED ON OR WITHIN 1'-0" OF COLUMt� CENTERL[NES TO FROVIQE !_AT�RAL SiAB[LI7Y C}URING CONS7RUCTION. 4. 7H� JOISi SlJPPLIER SHALL PRQVIdE STAN�ARD BRIDGf NG COMPLYING W ITFE SJI SPECIFICATIONS. STEEl� DECK 1. STEEL ��CK CONSTRUCTION SHALL C4NFORM TO THE SiEEL DECK INSTITUTE'S "QESiGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF QECKS". 2. DECK SMALL BE THREE OR MORE SPANS CONTI�[110US WHEf�E POSSIBL�. 3. WELD 1 112", WIDE RIB STEEL ROOF DECK TO EACH SUPPORi Ai N07 MORE i"FfAN i2 INCH CENTERS ANd IN STR[CT C4MFLIANCE WI�H TF�E DECK MANUFACTUR�R'S INSTRIlCTIONS AND THE SHOP DRAWINGS. WELpS SHALL BE Ai LEAST 5/8 II�CN I]lAMETER OR EQ[JIVA�ENT. CONNECT S[DELAPS AS WDICA7�D ON R04F DECK FASTENING DIAGRAM �N �HIS DRAW[NG. 4. SUSPENQED C�ILINGS, LIGMT FIXTURES, dUCTS, ETC. ARE NOT i0 BE SUPPORTFD BY THE STEEL ROOF DECK. COORDINATION WITH OTHER'iRA�ES 1. iHE CON7fiAC70R SHALL COOR[][NAiE AND CHECK A�L RIMENSIONS RELATING TO ARCHITECTURAL FINISHES, MECHANICAL OPENINGS, E�UIPMENT, ETC. NOTIFY THE ENGII�EER OF ANY DISGREPAiVCIES BEFORE PROCEEDING WITH WORK IN 7HE AR�A UNDER QUES`�ION. 2. THERE SNALL BE NO VERTfCAL OR HOFiIZONTAL SLEEVES SET, OR WOLES CU7 4R L�RILLED IN ANY BEAM OR COLUMN UNL�SS li [S SH4WN ON THE S�RUCTl3RAL DRAWlNGS OR APPROV�Q 8Y THE ENGINEER. 3. MECHANICAL AND ELECTRICAL OPENINGS �HROUGH CO�ICRETE SLABS AND WALLS LARGER THAN 8 INCHES IN DIAMETER, iVOT SHOWN ON THE STRUCTURAL DRAWINGS, MUST BE APPROVED BY THE EIVGIN�ER. OPENINGS 8 INCHES IN DIAMEiER OR L�SS SHALL HAVE AT LEAST 1'-0" CL�AR BETWEEN OPENII�G$ L1NL�SS APPRQVED BY THE ENGINE�R. 4. THE FOLLOWING CONN�C710N COMPONENTS, TQ BE EMBEDDED IN CONCREfE, ARE DETAfLEQ ON THE STRUCTIJRAL AND ARCHI�ECTURAL DRAWINGS: a. EMBE!]DED PLATES FOR STRIJC�URAL STEEL CONNEC'i[ONS b. FLASHI�IG REGLETS COORDINATE T�IE SUPPLYING AND I�[STALLA710N O� iH�S� IiEMS. 5. DO NQT INSTAL.L CONDUIT IN SLABS. 6. PROV[DE SUPPQRT FRAMING PER ROOFfOA MECHAN[CAL UNITS AS SMOWN ON DEiAIL 515500 AND SPECIAL JO1ST5 PER ROOF FRAMING PLANS. NOT[FY ENGWEER OF ANY DISCfi�PANCIES BE`NVEEN UNIT FRAMING D�TAILS AND UE�ITS TO BE USED. 7. PROVIDE SUPPORT FRAMENG �Ofi M�CWANICAL UNIi'S NANGING FROM iHE STEEL FRAMING (INCLUC7ING ANY NOT SHOWN OE� THE S�RUCTURAL QFiAWINGS) A5 1NDECA�'ED IN DETAIL 41S500 (TYPlCAL SUPPORT FOR HA�[GI�[G M�Cl�A�fICAL UNIT). 8. �HE MECHANICAL CONTRACTOR SHALL NOTI�Y �'ME ENGINEER OF ANY MECHANiCAL UNIT SUPPORTED BYTHE STRUCiURE, NOT SHOWN ON TH� STRUCi'URAL DRAWINCS, WHOSE WE1GHi IS GREATEFi THAT 500 LB. MECl�AMCAL UNITS ARE ASSUMEQ TO BE WALL MOUNTED. 9. iHE MECHANICAL CONiRACTOR SHAL� VERIFY �HAi MECFlANICAL UNITS SllAPORTED BY THE STEEL FRAMING ARE CAPABLE OF SPANNING THE DISTANCE BETWEEN THE SLi�PORT FRAMING PROVIDED FOR BY 7WE SiRUCTURAL C?RAWINCS. THE MECHANfCAL CONTRACTOR SHALL PROVIDE ADDITI�NAI� SUPPORT FRAMING AS REQUIRED. 10. PROVIDE SLIPPORT FRAMiNG FOFi MECHAiVICAL OPENINGS THROUGF{ ROOF AREAS SUPPORTED BY STEEL FRAME�JG (WC�UDING ANY NOT SHOWN ON THE STRUCTURAL D�tAWINGS) AS INDICAiED E�1 DEiAIL 71S500 (TYE'ICAL ROOF OPENINC FRAMING). CONiTRACTQR RESPQNSIBILI'FIES AND COORQ[NATION: 1. THE GO�[TRACTOR SNALL FllRN[5H ALL LABOR AND MAT�RlALS FOR SUCCESSFUL COMPLETIO�1 OF THIS PROJECT INCLUDING ANY Af�DIifONAL LABOR AND MATERIRL NQT SHQWN ON THE DOCIJM�NTS �'HAT !S REQUIRED FQR fEMPOF3ARY STABILITY PRIOR TO COMPLETION OF THE STRUCTURE. 2. THE S�ECIFICAiIONS AND STRUCTURAL DRAWINGS R�PRESENT THE FI�[ISHE� STRUCTURE AND DO NOT INDICATE THE METFiOD OF CONSTRUCTION, UNLESS O7Fi�RW1S� NOi�D. TH� CON7RACTOR IS SOLELY RESPONSIBL� FOfi THE MEAN5, METHOdS, TECHNIQUES, SEQU�NCES AND OPERA�ION OF CONSTRllCTION ANQ SAFETY PRECAEJifONS Ai�D PROGRAMS [iVCIDENiAL TH�R�TO. 3. THE CQ�fiRACTOR IS SOLELY R�SPONS[BLE FOR TM� DESIGN, [NSTALLATION AND REMOVAL OF ALL TEMPORARY BRACING AN� CONSTRUCTION SUPPORiS, FOF; NEW AN€7 �XISiING STRUCTURES, AS NECESSARY TO COMPLETE TME PROJECT. NO PORT[ON OF THE PROJECi, WHILE lJ[�DER CONSTRUCTiON, IS INTENDEQ TO BE STABLE IN 7HE ABSENCE OF 7WE CONTRACiOR'S TEMPORARY BRAC�S AND SUPPORT5. CONTRACTOR SHA�L R�TAI�V A LfCENSEEI PFiOFESSIONAL ENGINEER TO DES[GN ALL TEMPORARY BRACING AND CONS7RiJC710N SlJPPORTS. DES�GN INFOR�AA►TIOIV DE5IGIV CO�E INFORMA'iION INDIANA BU1L�71NG CODE, 2014 EDITION, BASED UPON THE 20�2 INTE�iNATIONAL BEJILQING CO�E AS WELL AS ASCE 7-10 WHERE APPLICABLE. GEOTECHNICAL D�SIGIV LIV� LOADS ALLOWABLE NET BEARII�G PRESSIJRE, ANSP: SLAB Ot� GRAD� ...............................................................10a PSF COLUMN FOOiII�GS ........................................25�� P5F WALL. FOOTINGS .............................................200D PSF ROOF LOADS: COI�CRETE SE� CONCRETE SCHEDULE QN THIS SHEET REWFORCING BARS, AND TIES ...............ASiM A615, GRAQE 6D Si'RUCTURAL ST�EL ANGLES, CHANNELS, PLATES ........................................ASTM A36 W-SHAPES ...........................................................ASTM 992, GR. 50 STRL�C7URAL TUBING ..................................AS7M A500, GRADE 8 Fy = 46 K51 ANCHOR BOLTS ...........................................................AS7M Ai554 CONNECTION BOLTS...........314" DIAMETER, ASTM A325I� t1NLE$S OiH�I�WISE DETAILED ON THE DRAWINGS OR A�PROVE� BY THE ARCHiTEC�IENGINEER DEAD LOADS ..............................•--�-----------•....-•---•25 PSF " UNI�ORM SNOW LOAD .......................................20 PSF DRf�"I�IG SNOW LOAC7...... D�SIGNED IN ACCORDANCE WIiH 2�14 INQIANA BUILDING CODE REQUIREMENTS (2D�2 !BC) " IF ALT�RNATE IS TAKEN, BALLAS�' QEAD LOAD =�4 PSF A�DITIONAL D�51GN W[ND LOA�S BASfC WIND SPEED = 115 MPH WIND IMPQRTANCE FACTOR, I- 1.00 WIND EXPOSLiRE C INTERNAL PF�ESSURE COEFFICIE�fT = 0.55 -r/- QE51GN SEISMIC LOADS SEISMIC �15E GROUP III SEISMIC IMPORTANCE FACTOR = t.25 5s= a.179 SD5 = �.191 S� = 0.079 Sp1 = 0.127 SITE CLAS5 D SEiSM[C DESIGN CAT�GORY = B QESIGN W!N€� & SEISMIC LOAb CRITERIA FOR CLADE]WG AN� CLADDING BACKUP: 1 2. CLADDING WIND LQADS: BASED ON 2012 IBC �ASCE 7-i0) 1.1. BUfLDING IS 70 BE CONSIDER�D FULLY ENCLQSED A. WTER�VAL PRESSURE C�EFFlCIENT, GCpi = f/- 0.18 B. EX7ERNAL PRESSURE C�EFF�CiENTS ARE TO BE BASED ON COMP�NENT E�FECiIVE WI�]D AREA AND ASCE 7-14, FiG. 30.6-i �.2. TOPOGRAPHIC FACTOFi, Kzt = i.0 i.3. WEiVD DIRECTIONALITY FACTOR, Kd = 0.85 i.4. NOiE: ALLOWABLE STRESS WCR�AS� FOR WIND LOADfNG SHALL NOT BE USED. Ci�4DDfNG SEISMIC LQADS: IN ACCORDANCE WITH 2O�2 IBC (ASCE 7-10) COI�CRETE SCFiE�]ULE 28 DAY CO�ICREiE CIASS COMPRESSiVE STREiVGTH AIR CONTENT PLACEME{�T REMARKS� WATER RED[JCWG A 300Q PSI QPTIONAL F007WGS & PI�RS ADMIXTEJRE REQIIIRED 0 TO 3% MID-RANG� WA�ER 8 �000 PSl (fi +/-�% FOFi WALLS & PIERS REDUCING A�MIXTURE EXTERIOR) REQUERED Ml[7-RAlVG� WATER C 4000 PSI OPifONAL INTERIOR SLABS ON GRADE REDUCENG ADMIXiURE REQIJIRED Q 4000 PSI 6+1-1% ��ERIOR SL4BS ON GRADE WATER REDUCING EXTER[OR WEAR[NG SLABS AdMIXTllRE REQU1Ft�D NOT�S: 1. ANY CONCREiE iV4� I�IDIGATE€} IN THE SCHEI7U�.E SHAL€. BE CLASS B. 2. INCLl1DE AN AIR-ENTRAINING ADMfXTURE IN MIX C3ESIGNS FOR CONCRET� �XP4S�D 70 FREEZIN� AND TNAWING I]URING S�RViCE, AND FOR CONCFiE7E EXPOSED TO CO�.D WEATHER DURING C�NSTRE1CilON, BEFORE ATTAINiNG ITS REQUIR�D 28 DAY COMPRESSIVE STFtENG7H. D�iILLED-IN CfOWELSIADHESIVE QNCWORS - �. PROVIDE DRILLED-IN DQWELS WITH 51ZE, LENGTH, EMBE€}MENi'AND SPACING A5 INDiCATED ON THE DRAWINGS. 2. ANCHOR DRILLED-IN DOWELS TO EXISTWG CONCRETE WITH AN ADHESIVE ANCHOR SYSiEM. SEE SECTION 033000, CAST-IN-PlACE CONCRETE, O� 7HE PROJEC7 MANIIAL, FOR PRODUCT S7ANDARDS. 3. DRILLED HOLE SiZE AND INSTALLATI�N PROCEDURE SHALL BF IN ACCORDANCE Wli'H TFiE PRODUC�' MANtJFACTURER'S iNSTRUCTIONS. 4. USE CARBIDE BIT QR[LL TO PREVENi' 17AMAGE T4 REiNFORGfNG STEEL. 5. CLEAN DRlLLED HOLES BEFORE INSTALLI�[G DOWELS. EXIS7fNG COI�DiTiONS: 1 IERIFY ALL �XIS7ING DIM�[�SIONS, ELEVAT[ONS AND CONDITIQNS BEFORE PROC�EC}I�VG WI�fH f�EW :4N5iRUCiION. NQiIFY THE ARCHITECiIE�IGINEER OF AN C}ISCREPANCfES BEFO�iE PROCEEDING WIT� VORK IN THE ARE4 UNDER QUESTfON. 2. PREVENT 11N��RMINING OF THE F011NDATIONS OF EXISTWG STRUCiIJRES BY L[NDERPWNI�EG AS REQUIRED, TAKING PROiECTiVE MEA5l1RE5 TO PFiEV�N7 DAMAG� i0 iHE EXISTINC BUILDING. a. UNDERPfN If� ALTERNAT[NG WCREMEN7S SMALL �NOUGH TO ALL4W TH� EXISTWG FOUNDATIONS i4 BRIDCE THE GAPS CR�ATED BY TH� REQUIRED EXCAVAi'ION. b. CAFt�FULLY MQNI�"OR THE EXISTING BUILDI[�G ADJACENT TD THE UNDERPINNING OPERATION �OR SETfLEMENT. c. SUBMIT i0 TWE ARCH[T�Gi/ENGINEER THE IJNDERPINNING D�SIGN PFtEPARED 8Y A REGISTERED PROFES510NAL �NGWEER FOR REVIEW. INCLl1DEA�I OUTLINE PROCEDURE AND PERTINENT QETAILS OF THE UNDERPINNING OPERA710N. , � � � �.� � ,' I � / , � R 11i CS� Architects ARCHITECTURE • 1NFERIOR DESIG�1 883J Keystone Crossiug • lndianapo[is, EN 4b2-i0 htain 317.SiR.7fl0{1 � tax 317.57-F.0957 • csninc.nci Fink Roberts & Petrie Inc. S�rr�ciure�I Engirs��rs 9449 Prlodly Way West Dr., s�g 2no lndlenapnlis, lndlana 46268 �0 � �.. �� �wca� �0 STRUCTUREPOINT � � INC. � AMERICAN STF3€1Ci'UF3Ei'�INT, INC. 7_�.0 ;ii:l'.F1'di[F ;i:�n��l IfIDi"-iPF��U'. tll0iall� ��,_:,, i �� •�:7_._.. PROJECT: SCOi'E DRAWINGS: � {��..�-.,. �.�. �,,.:.,�� ��_ �- �, �:,;- „� t �- . �- � .,I , ui.,�l.r.i Jr�,i�ii . �___�[. ii. „r..;i � �. ,,,., '����_ ,�,;., , . ����,. � ,� . -,,: ,��, �,;'�;" r,; .- ,� .i ,:t.� � �,.. � � �,:,� � i - -.:�'�...� ,,-.i. ��. Si. .I�,�aii.r..o. �,I ... �. iiJi. d. .,I.��.� i � . ..,.,��.., ��.�- ��.� _,-'�;; ; ,_ � �, . _ �,_ :,,,. � ,�' �". , ,:,�..� ��, .;�� , �'' . :�J�_i-. ��I I1. . � .... �.li, i.:.l ,� .�-, -,�, ���`�'�;:-.,,�.,..�. . .�_�'�����_ `��-,,. �-a�,.� �.��'�,.� - ��,. � .��.� , �,...��„� '�'�,_ ,. REV[510NS: No Desc. Date 1SSUE �ATE �RAWN BY CHECKED BY 5127/15 SVC MJS DRAWING TITLE: GENERAL NOTEs a�vo DESlGN CRITERIA CER�'IF1ED SY: �`°��� J s "``'4. �`'' .� : � .��QtSTgd`., ` � � ' s _ � P�l0I0Qi91� ; � " _�',� S STA'tE� ;' �q c 3���sr��A���`�: `'�rpu,iA1�. �an. . � . bj�+.�rn� DRAWI�[G NUMBER soo1 PRO,]ECT NUMB�R �5o�s , � 9N i.6Ny 8N 7N �.4N� 6N 5N 4N i 5] 3N 2N � � � 3S �� 5� Sy 4S 5S 6S I� Sj 8S IS� S� 9S � � j � 3 � � � � � � i � , � t , � � � I i I _ � i" I I � ' 1 I I I I i I I I � I { E I I — — � — - o-----_-_�-___-��------_J_----��---_-L,__�.__�__�._�__���__________�________________. _ ;�,,, ,__o � �� � � , � � �� � � � � � � � � � � � �; � � , i i I , � I I I I I Ili I I i E i � I � I I I I � I . I I � f Il� I � i I = -a ; �'�:., � i �� i r- +, i ';:i'::�;; �t. i i � i � I i � i i i _�, � _ �i� � _ _ .._;___�_� - - - - �,', - - - - - - - - _ _ -- - _ _ -- _ -- _ - - - - -- _ _ - - - - - - - - - - ,� �� � t�-1 �� 1- 1� 1 � � � 1� l � � I � � � � � �� � � � � � � � � � � � i� � I ' i ia � I i � I i i: � i �' i i i i i � i i � i i � I II j 4 � I r � ' _. � 1 � � - - - � - + - - -�-�'� � . . �; :l .: � L � ', i - � _ � - + - i- - - � - - - - - � - - - - - - - —�— - i- - -t-- - - -� - - - - - - � - ' � � � I ' .. :.��.- I �I :.` [ � I ,l i i a i � � i i i i � i i i i � i � , � I � � � � ��. � � i i � i ,i E i i i i , � i ;i i I � I I [ � I [� f � - - —f-�-�- f r I I... � _ . . . . _.... . .. : L \ r - - - - - - - �— - - - - - - - , -' � - - - - - - - G' � � - - - - - - - - -� - J ___ _._�__.� -----__--- � L L � I I LI� �--I-� 11 \� I t , k ��\ � � ��� I � � � �� I � # , � F.5 – – �. E – – E – – � – � – � – _ � -- _ _ ` – – � \ � � �� � – – � – – – – –� – – – – – – – � l F.5 � i i i � � �\ / � - – � I E � � � � � � � �,�: 1 � � # ,� � : E I I E I I i I I �� �� I [ �/ I I I I I � I \�\ / � f r�� r-j-� r�� r i� 1 I � ! o _ _ _ €� _ _ _ +� , _ _ _ -� _ _ -� L-�- _ _ L l�»-� _ _ �I � _ _ _ _ _ _ _ {- _ _ _ _ _ _ _ _ _ -�- _ _ _ _ -� _ _ - �- _ � _ � _ _ �.J E � � �� � � � � � i � [ r � � � � � i ,� � � I , � � �;., I [ � � i F i, i i i i � i � i i i i i f - I � { �/ I � � , I � I E E i � i i i i i i � � E - - °� - - - —I--���•• I- - � - -;-M� - - - -I-�+�- - - I � , - - �I - - - - - - - - - - - - - - - - - - - ' - - _ _ � _ � — � � L. J L J L � L � � � I . — � � E fi + � + + � � �t � r �; E � t � � � � � ; � I � � � � � � � � N .,., ,. -�. � � �.- .09S 2S � � � � I I - � -- - - D.5 � I I � [€ i i: 3 i i � i i � i � i i i r i � � [ f � I � -- , : ,. _ � -�.`;. � i t � r-� r--� �---� r-� -{ � � ' --+-.'a-�- ° ' -�--�---� �--' i-`-�- ' - rI� --------- ---------- - - - � - -.. -z - . - '- . - - . ' ._ - ' - D , � - - - - - - I '-' � " _" � _ _ - � . - - - L J U _ _ _ _ � J l.. �}I..� J . �_ L J L � . L 1 ` J �. � f. T tG t I� -... �- �.:.:a . �. � � l�� : . . � . . . : . � : : ... �� � . ..��r-a::r _: . i , � .� ..,,�. . , . . . . . , -�.:� , I . .'. .. .. .,. . .. � .. � f � i i i , i t'; � i i , i 1 l � f' i i i . • y i i i f ' �{I ', � ,:� j �! . ; . .. - - - - - - - � r �I �. ' �.� � ' �i I . i - : � - _.��_ - , . , !• C.6 -� � t � � t �--� C 6 - - - - - - - - - � _... _ � . .. .... . : . .. . . - ',.__ t i i i � �. : . : �� i i i -- iF , i i __af . -- ,o�.. '� II� � �` r�,�: I ,I , , -, � .. .... . _ II : ----- � _...___.. __�I� -.�l... ... _ I .: " � - - I . � I II �+ - i �— ----- I I I;,.-� .. ... i , .�;._ i I I I ` � C�:. ./^. I ^\ i � I I / �..- . � „ .. . � - - � — — — — — — — . — — — — — — , . _ ._ _ .� V :'.. I _ . �\ \\ � ` . _ _ � � � . �,! � � : .. .. \ . �,' . .,. . ... . .'. `' •--� � / . � . , , I ' . . � ' : \ � —. _ - _ . :. r _ _ _ � � . / ' � \ � � ... ..- �. . I � LTC .c / \ \ i'.. � / \ \ . _ , I .., : , � �� � r- -� r � r � r � r � / . . ..�„,..�n I // � , � .. .. B - - - ' - - � -- • ' - —� -I �- - -��-1 - - - ! -#+ - - I - t-�— - i - —i- � }— - - —�-�- F - - : � - - � - - - - -� - = x` - - � - - - - � - - —/ r - —r- - B � � .r� L 1 L J L J L � ' L J / . .I. . . �'-- � .L. I / _' - �. \ ' � � I � .:_.. -. . { i € / � �� 'I � � � � ... � .... . ... . .... . � : .�. ,i � ..' i.._ - I. - .. :.:.: �� , � '. � � i i �� il � i i i � i i i ��I� �� i� i i i i � � i� i � � � 1I � ��� � I i�i �� � i \� €` �I 1� i� \u � �� � i i � / � � � I � � � � E i i i A.4 - ` � h _ r� -�� � �� � - - � - - - � - - � - � - -- � ' _ ' _ � - - - - - - - - - - - - - - -- - - -- - - � �,I � - � - - - -- �� ^ -� - A.4 �� � � � � � � � � �i� � i; � � � � � I � � � � �� � � � � � � � � � i; ' i i� ii i, � � t � � � � � � � � � i:ii - - -- � A.2 %� ' T ----- �---------�� _—�___ �� --_------- �Z------�-----�-�� ---------- r_ _ � . � � - - - i - -- i --� --� i - , _. - - - � - - _ � _ � �� � - - _ - _ _ _ . - — _ _ = = - - -- - - �— - � , - � , — - - - - - � ly J - � � _ .. .. . ,_ .,,.� .,_,,,, . . - _.- .. � _ I 1 I [ �� t I � II I � ! I I 1 I I I I I I I � � I l I I I I I � �� 1 N f.09Sj 2S 3S 4S 5S 6S 7S 8S I8� Sy 9S OVER/-1LL FOUNDATION PLAN No�.�� 1116" � 1'-p'� � �, � �, �., f s � C S 4 Archi.tects ARCHITECTURE • 1NTERIpR DESIGI� 8831 Keystune Crossiu� • 1t�dianapolEs, 1N 46240 Maii:.3i7.848.7R00 � ��ax 317.57�.0957 • csoinc.ne[ Fink Roberts & Petrie Inc. S7t.ructur-aI Engin��rs 9449 Arloriry Way West f�r., 57e 20D Indienapolis, Indiana 46268 �� ar��caN � _'' STRl7CTUREP0INT INC. � :v � AMERICAt� STRUCTUREPOINT, INC. ,;�,�, ,�=..•.c[E�no ,,,ii��u r�q:nie,r�,ut, �qCi:u: ,�._s�, i'.�'1 5i'-. . PROJECT: SCOPE DRAWINGS I I�iw � d���il t � �-� I i-�! � ! ��I . �l _t � I_� � i I l _ �I , ,:i I i. �I i I , i i I. I . h � I I Iv_,- ��I I J� I. . i � � i I �I i. ,.I . I i- .I , ,i �.I_ �..� .. i i 1 i I-1 �l. ., .I - .� ., ..,.,, <, � .. � . '�. , � , , �,, �, .�,. , :., � ,.. .;;, �., � � � � � � � � ,,�_.� � , ..� , „ � � ;'�� � , � � , , "; � . , ,.<< � �„ � �.. ..��, , �, � � .,� � I 15SUE DATE DRAWN BY CHECKED 8Y 5/27/� 5 SVC MJS pRAW f NG TITL�: ovERA�� FQUNDATION PLAN CERTIF]ED BY: �,+� `� �tt l i N�i F/1 yyu/ ��ad � � ��I���� � �ti n' ��r � ..��b����` ��4 �~. i P�IOIOQi91 ; �, _ = . • � _� Z • S1'A7E� �: }�q c y�������A�i�,_ ��: �p Syt:'—',• ��ry. foxA�. �,.�, r����klllllli111imt���" . r� . �j�.�rn.� DRAWIiVG NUMBER S101 � PROJECT NIJMBER 15018 � - _�_ ..._. _ _ - _ _ _ _ . � __ - _ _ _ _ __ _ _ _ . _ -- --- � _ . � -- ____ , , P�aN NorEs: f: SEE DRAW[NG 500t FOR C0�[CRETE SCHE�EJLE AND GENERAL NOiE5 PER�'A1N}NG TO CO1�CR�i`E, R�INFORCING STEEL, AND STRUC�°Ui�iAi. ST�EL 2. TOP OF SLAB ELEVATIO�! = 00'-0" LINL�SS INDIGATED OTHERW ISE. 3. F1 I�VD[CA�'L�S �OOTlNG MAF?K. S�� DRAWING S3Dd FOR FOOTING SCHEDULE, NO�'ES AN� 17ETA1LS. ELEVATIOiVS ADJACEN�' TO FOOTINGS, NOTE[] T.F., INDlCA7� TOP OF FOOTING. 4. SEE QRAWI�VG 5305 �OR TYPIGAL DETAILS FOR CONCREi� WALL CONSTRUC7IQN. 5. S1A6 4N GRAD�: 4" THICK, CLASS C CONCR�TE U.N.O., PEACED �N S" COMPACTED (95% STANDARD PROCTOR MAX[MUM pRY DENlSIT1� FREE DRAINWG GRAI�IE}l..AR MAiERIAL. SEE i?RAWING S310 (TYPiCAL SLAB UN GRADE CONS�RUC710N) AlVD Znr�ic�►�. su�a o� �s�fl� coN�Ro� ,�oiN� 6. "C.J." � ENDICA�ES SAWCUT CONTROL JOINT iN SLAB ON GRAD�. SEE� i3RAWIf�G S31D (TYPiCAL SLAB ON GfiADE COIVTRO� JOII�T}. 7. SEE DRAWII�G 550'1 �OR BASE �'f..AiE DE7AILS AND 5900 FOR ANCHOR BO�T k.AYOUT. 8. SEE ARCHITECT�JRAL AND MECHANICAE. QFiAWWGB FOA LOCATIONS OF INTERIOF� FLOOR DRAINS ANQ FOR Fl.QOR SLAB DRAINAGE REQUIREMENTS AROEJND TH�M. SEE DRAWI�lG 531Q FOR TYPICAL DETAfL. 9. 'T.W." INDICATEB �'OP O� WALi. ELEVATION. 10. COORDINATE AL.L DOOR OPENING SiZES AND LOCATIONS W1TH AFiCHITEC�URAL DFfAW WGS. 9N IS 6N1 8N �6 4. NI fiN . 1 S 1'-2314" 15'-0" 20`-0" 20'-0" �5`-0" 1'-23/4° � i g�_�" 23��2�� $'-�" � i � i � f �� � z s � EXlSTING FQQTING S�'EPS 1'-4" Z� i 3 i i �. r AT RETAINfNG WAI.LS. REMOVE U� E S301 Oi 530i S30 r� EXfS71NG WALL AND FOOTING � I � -n "� A8 REQUfRED TO Pl.AC� NEW f- �., r.�. -�; _ ��� �, �, � �,� �; �oo-ri�v�. _� � � � � i i f --- ---- - 1 i �----- -- �- - . � K - - - - � _ � -_,_ -��`{ - ------- --- � _...� �i = -- -- .r ---- _� - _ � - - - - - - - - -- - - - - - - - - - - - - � - - -� - - , � � J = z� �r -- � ,, -- j � _ -�' �- = -_ - =L� 1 . � I � I ` �I I� � � � � � � � � I � U U �` U I � � 'I � � f �� E �� � � � � i � ��I i � �l j t �I i� a N 3 Il I � I '� �; � sso� i � �EI � i; - � � , � 1 �'f � �, i . � � l i ��` E �X Si'4lVG � I i I � '- I!;, � I� � � I I 7 NAN� r-,� � � I � - - - - _ � - - I- - - i - �--- - - - - - -�- � - -- - - - - _ - _ _ _ - - - - - - - - - - - - �- - - - - � I �--lil � i I L�E I . � � ` _I � 4 �':f I - , :� 0 � !I I I� �. � 1 i I C.J. `� � 11 ! 3 � S301 '� Q � I �I� � � i I 5�0� � I � I (II ' I I o cv ' 9 I �� � � � �', i c..�. ��: � � N �� � � � I � �, � � 1 ,i I � � � 4 �. � � �i �� , C.�. I I. �� I ���, , I � 0 i � �;; __� � i' , � � S30f I� I o �_ �i , �� .. I I I : �� �� �I rll� _ _ - - - -- I- - - � - � - --- --_ _-- _ - J - - - - -- - - - - - - - - - -- - - - - - - - - -�- - -- -I - - H �f �� �--J � I � ��� I --- � I � i i � _ _ .__� EXISTING � L� � ----- -- �1 T.,F. -1' - 8" � I � I�� � ELEC. � � � � s� - 2 3ia.�� � i� 5N 4N �3.5Nj 3N � I i � �� �----- � i� � I � �� - � o i.W.O" I I�I II , i r � 25'-0" 25'-0" 12'-6" 12'-6" t'-2314" � I � (IYP, U.N.O.) ; i i ��I EI �i � � � i N � �� I I ' I �� � �\r�`O c � I . f f I � , � �. � I 1' - 2 3/4" I i ij� �l i �, T.W. U" � S501 � ssat F2.5 E �.h"�'� �' � � � . �� . II �I i�� �tvp. t�.N.o. � � T.F. -1� - s� ��e�' r - I � I� rI--I , EI � � � �i i ', � V ._ �-+ - --"-'L =i`_ ..- "-L__�.� „ _` -� . - - - � - � - "' - G - - - - �,,� J _ '_ _ -- �_ ,�i - i - --�-- --I-�,-�=------------ -L����------------� ��i ' � - - - - - - - - -�- -, - �c � � _ � I f � I \ �. � I :� � I �� PATCH SLAB A5 REQUIREQ „` _ � � g , I I I� � AR4UNp CO�UMN. i �� c� � � N I �' '� ' ' EXiE�3D CONCRETE TO ���� saai r I II ;� TOP OF FOOiING. �`� �\ �' n � , � ! � ! � � , , \ , , �.�.� , � _� ., c.�. F.5 - - - - - '� -- _ E-- _ _ _ � � - - - + - - � _ _ - - - - - � - - - - -- - - - - - - - ---t- -- - -� - - ,, , � , _ � � �� �� � � � � � ��� T.F.-1'-e" � I �` \� � `c 3 � i i� �I i i � i i � �� i N S3o1 �I , � �`` 5501 � r I ,, i � � ¢ �� �� , { { � . r --�--- -� I � r -�- � r ---�- � r --�- � j � I _ i I� E I II�� I _ I! _- ,� � _ _ 1� I 1 i I I S341 � -�^ - I F _ _ _ _ � �, J - - - - E - � II , � _ _ _ � _,}, ; .- - - � -�-; - - - - � � - - - - - - - .- - � - - - - , , � I ,�-' L_ii J i_.�J L � 1 L ( J I��. -�� . f �� � ; � �,� �� , � � � , , � i ���',. _ � � , , 11 � � I . f � � � � ��.. � � � � c �i I� � � � � � � r i�� `�, � r N � I� '\\ � I I � . 2N . 1 N � (.09S) I i �� �`,:�-- _ � zs� - a° 2s� - on 30� - 2n �� - z° I ' r i i i' '�� ��� : J�� ' i 3 3 � � I �` I l I I E � � I I` 5301 � � � { � � ' I T � r_ i, II r---� r-�-� r-�-� � �� � S301 � E T _ _ _ _ � i l� - - '- -- _ I �� I _ " - -- � - - � f � - -- - � ��� E - - I I - rl i - -- - � -- - - � E- - - ' - � - -- ,�-- �� I� I� I If I I �_`j�! - �� I- -�- L� if g � L-� J � t� J L � J � r I�� �'-23/4" -i W 1'-231�t" a I ! S ,��o '�sD �t ' II � i ��� � i i 1 i F3 i �+<',� � � F3 E� �+�\ c i � C.J. �� i � �+ S3D1 O I f I � �� + � I �� � � ; II I � i i E [ I T.F. -1' - 8" .�.5 ��' ;�� �Ij I ',� �' , l�� T. F. -1' - 8" `Z' �' T I� , ..--- _ _-- � o � S3o1 II I HSS4x4x114 � �II � � � ' � � - --- ---�- ,, i c.�. � �� I I � i i -�---- �_ D.5 in i+� I I ll l BPi I � E � r cu c.i „ i Y P i C A L U.� 1. 0. � � � I � I � 5 �rtO i'.W.O EI I I� � I �r� : ll I I III I I . I 3 i 5 � S301 I �r,.�h�' o 2 � C.,�. �� I I . � j 5301 S3� 1 � ��j`7" � fl I I I i i i . ',! ~� ���SEE 7/S30i ��' r � ] � ,� , ,, � ssa� � i i ��� �I � � �.� _.. ----�---.---- �-� i i i i i i i i I-�� �µ V �� '� u � r-^� r-r� rT�� r^�� r � - - - , C.J. i f��TF T.1=.-1'-8" � � - - - - � -- - _ _ - 1 _ 'I f W '� - _ - _ I f _ - _ I-�� � _ - � � - _ � �- - ` -�-----�---- --- - � -------------- � '`� . - � - J I �.. � � �.. L �_. . . ..L � i- �t ' n_u, .1���_ � L_ � � ; i J I i � i - - -. .� - - -- - =�- - - -i - � � i -�.� � � _,.� � , � -� � ^� - � ��- � I l�� -�� f i � �;_ � I � � � � T.F.-f'..g�� � I L-'_J FUTURE �I L_I�J � � II L � �� ,�� r_�LI. --- �___ I� I I I� CORRIDOR E 1 i �� �--- �__E � �.__ �� �_� ��_� __� _I� I II S3D1 = 3'-2314" �I� L � T - - - � -� � _ ...__ -- -- _._-=- --__ --_--�---::__ - �_ --- �I � � _ �. � �-__ I � � � _i I 6 0 � � _- .». _ _ , ��:,__ �� I I I �� - - - - �- -�- � ` , I � I I _��-Y�_�� I i� I�� I �_;_ � iI� _�_� - I,L_i� :� i, � I � � � ' i;�' i I T�_ i�01,_ l_��' +`�` ' l � �__ �._I� �� .� I� � i --- I, h i � � r T.W. 0" ; � � � � � �� _G i �.� �`� E �- � �� I - } i � n_ �_� � � � i� � � _ �� � (_� � � f I � ! � � � �,+ � ( T( P l l. N. O.) � , � 4 S S E E 7 1 5 3 4 i 5 � EI � � ��, �[ _�.Ef.� �. �__, ► � �__; , � � � � � _ ; �_.__ :�_� _ �� CI�.�� _ _ � � -� � ;.f' I � �l � I 1-i uI}uI_ � E I � � Qti �� I . 1 ��� � � �,� � �<< ��- � _� _►__ _�_ ���- _� � � � � �� � � � � r �_ _ � � 3 , � � 4-. �I,i I-, �� 4-� --=�--�=--� --1 � ���_�� �_ _I � 1_C.J. �.�_.�_��_L J_J_T.F. _g�� f � - - - - -- _ _ -- _ -- - - - _ _ - _ -- - - - - � - - - - - C.6 . - - i , �--- T - :I lii.-��1�-1! _ -L-L-:I_i-L��1 !. -�_-i !�.�-!r1-� _' '`� , � E ��; � _�i _i-�_, _�_,4.,_� i _ i _i ! �� L _� ���II �- . 1 I� I� r ��- �SEE 31S310 FOR SLAS � � I i � � E � � _ � n ' i � J - - ------ - - �_ � ____ � .' _ i I _ i �. _ _ � �r _ � I y � N c . i _..,....---- -�- - ` � � �I.-.f_� .,E� - -- �� - - � � � _�,� � � I i- 2 314 I I �� � i OI�I GRADE DEiAIL AT� � . I -S3o7- -- _I_ _ _� o ` cfl I II ��_ �� ��' i.� I _l.Ll_.- � I I _.� � r� �__._ rl , � I � Q ,- � I � � � � ` �� ,��� II� PATCHING LOCATIONS, � �, . � j € � -� I '` � 4. � o 1 1 i:- _ �_ _�. rj I r � ,- , i � _ � � 4I � . rrP. -jI j !I � � � . � jI�- _E� _i � _ _ � � �- - - -- � - � �I- - - -I--j � - �j � n I� - � , - - - - - - - - r � � r �� � 4-��,-i_!-'�-�-I .�- l � _i�- � - 4-��� 'i \\, I k E Ul. I - - I_l I I I ! E e li : - ._ � _ _ � �- _ � � :. �TI_ S � �� - 1-- I� � - _ _ .__ _ � _ ^ _ _ _ _ _ _ _ L�I �:�.�•-- �_ ! __I ' ^ � �l_.!_ I__-LL� - [ _ - - - - - - �� - - ��- � - - - � � � --� - fT-� � o - - O C �*, � � _ ��_ � _. - _� - - _ � ..._ � ; I I! ! I, i I � i- -I I ' ! I _ _� 1� `� � i i � ' ' _ _' -- ------_--- S3D1 -- E- I ----I._.__ _ I ��. -� i E �� � �\I _� �I�_� I%_ � � _�_ i� _ rp +- �- , � j�- ` I � � � �-- �ly- r--� -; �- - _ . _� � _ � - � � � _ ^^, � _ _. ..__.__.__. , _ r _ _ __ , , �_ � �f �I � f� �� �i --, � ' E�1 �� -- - �- - � �.'- ' L- -- - � 1- f, I� � i .�\ � � � �- -�_��J �r � I �N,..��_� ��_� ____�_ .- E- �I-�f-�� _. � . _ `_ _� �-l- _ - _..� - - - - . _ __ - _ - _ - � _�.._ - - �.. �- - - �. _T. _� : __ � � �3.�_ ;, � �,. � � ;_ F l .�. ��� � � � +`���` � ti I . _ , ` F2.5 �, \ I L .....w �� j:��i _L !�_� _ _ � .�_�SEE8/530i �_ � L � _� � - - - O G � I � I FUTURE , � � T �o � _ �� I � � � i � � i � t CORRl00R � � �'������_� ! I i � ; _i T.P. -8" �- r� �`� +L Q �+�i i.F.-� 8 � � � _ I r--� r--� r--� r--� r---�-� ,M1 1 �i_I,./I- � -- -r-- �- �_ �� -�� �4 `.. I I 4}'�'� I \�\ � � r � l�_ �_ � s�� --- - _�. - --- � - -� -_� � - _ _ �---- _ - - _ __ _ -_- _ _ �� ._- _ .-__- = ir�-i�..� `_i,' ��=ir�7�� - �I ���_L��_� �r`.J. iI _I, _L. �'�i�?:-i� __ � _ B � - - - - - - � .. - � - - '�- � � � Y � � ^ J ' L � - � - �J W L L- _ , I l� i I � � � I � `�� � � R•� - � _ _ �_._ _ �. L = 1- _ I- I �� _ - �- �._� .. .- � �, - _;,_�--_ � ��I,, �.I.�_i_�I__ L - ��,l�l �� ��. B I � � � �' � ° � d '" � i i i � ; �I1�- _---- _..� �� �� . _'� r- -- � I� c� ssoi G I � , , �==- =_� �,,:=--:--�:---�,.,_-_---- -_� � REM�OVE EXISi'ING,. . � saoi � � � � ,. I � i G t ; � \ �-.. . 1�., _f ; ;, �: �� � � II � I �:___- r �: _ .�_�-__.__..__-'I � R�i'AENING WALLAS �i F � I�� � � � �� .4 4 � � � � __� ,, N��Quf��� �o ���� , h Q , � � � � � _, i � f � � i i I � � I � PiEWFOOTfNG) i �� � o n' F2.5 �� � � � � �\ � i � � ��� w o O I I � i I I I \/ ( `�� ! +�+ `�sr• _�_ ��I� i � � i i i t �I 11 � � • f � . _ �_ �� T.F. t 8 � I SE� 7/S301 j 5 i i � T.F. 1 8 E � E i � I 11 � I � - - - _ _ _ - j/jS9 _ _ � I�r �� - -�- - ^ -�_ • _�^ _�_ r� �� � T.�r.-8�� � �� A.4 -�-- y- - , � i - -�- - -� - - - - - - - - - _ c.�. _ - � i � � i � � L� �i i � � �� �, �. � � , �,,i �+ i ' {j �E � � � I i -����� � e �' - - � N I , i `I I I � $ +� r O �� � � _ ' � � � � I � 5EE 6/S3D1 � - � � �5 � II r 3 g I I I 3 i 1 z I � � � �� 5301 i i GJ � �, � E 2 � � y� � � � 1 � I � � I N !, Z` ry '_ ,`� 1 S301 S301 S3QS I � � 530i � S301 S3Di S3D1 � 1! 1 �;- � i.F. -8 � 6Q _� /01.2 1 � 1 � 1 I . . . . . -N � i � � J' -� � -- �'� �---v - � -- �- �+----- ------- � ------ -L- �'-� ci � � r r � A .i _� -- r�� - � -�r _ ___ �r __ - - � _ _- _--- --_ _ - - --� � � - - - - - - - � - _. _.�--T.....___- �.� � .�� � I : _ .� �_ �. , _._ . ._. , �,�{--�-� --,.-- . ..... ��, .�.. i.---^ . .. .- --•C �, _ � ' I _.. "' ..--. _ . � �. .-.. � � �. ..-.. .� ..`. ..�.._._- �-. � � � � f-.� __....�._- � _ _ _� �� - A � � I ,�___ - -- =_ =-�__ =- -- - -- T.w.o --- - _ �_ . _.� �-� . � __ . , ,._ .. �--- _ __� _ _ __ _ a 1 �- _ � - „ � _W_. __ � 1 I �.- � ` _I i < <� �. , � � � T.�. -1' - a„ � i � i '- 7 ili6" T.W. 0 i � � T.W. 0" � i'.W. 0" t N i � � - T.W. 0 � I 5' - 6 112° I. I T.F. -1' -&" cn T.F. -i` - B" i*s i i � 1'-23/4" i 11" 23'-2" � 11" � � 11" � 23'-2" ii° � 1'-2" 15'-0" 20�.�" 10'-El" 25'-0" 25�-0" 25'-0" 25` 0" 2b'-0" � 25'-0" � 1'-2314" 28'-�C11/2" i'-2314" 9N . � N} 8N 7N �`4JNI 6N 5N 4N �) 3N 2N 1 N �.09S f S FOUNDA�ION PLAN/SL�tB ON GRADE - NORTH AREA �oR�y 3/32�r = � �-QFl , �. ,:� I 1: r r , r s � CS4 Architects ARCHITECIURE • INTERlOR DESIGN 883Z Keystone Crossing • Indianapolis, IN 462k0 Ma[n 3i7.&}8.78D0 � Fax317.574.0957 • csoinc.net Ffnk Robe►ts � Petrie lnc. s�rucs�ur�I Eng�n��rr� 9448 PIfDlffy Wey West D1:, Ste 200 Indl�napo!!s, lndtane 46288 ❑��� ru��rcaa � �0 5TREJCTUREp01N� �❑ AME�iICAN STRLICTUREPOINT, INC. •'i6] S�I�U__AA� 5 hIIOV I�iIFN4'�LI5.11ElAVA Si.Ef '!� ��.-5�:. � PROJ �CT: scoP� �r�w�NGs: T'ete 1•r.x'•iye I•ii'ccta :�e �ru�:�l sccay r.l :•,s p'�+;rct ir f�•nx i' r.�: i•rr.t i:�I d^�iqn : r�"� , is' r.ir••slo�a r,i .i�n 7_iIJ'��., lL: r�u}a' cr:�i.etlrc! o-l*..�niit: crd :�n ly�e lI Y:'�4IJ'•:I� il':�:iV'I::'� :l'1: tli!;"114J� '_'15t:�11:. T�e d'rwir�4 CC 'i�, us^.E51U'14 in9'ccle �r d!Fcripe cll we�< iey.�''re I�• IuA ..rila...ieu:r uij ceu��lelic•i o' (�5 rcq i •cr_s:s af :hc 7+rin:'. �• 1h: k�s': rl 1•i� igs•r.rcl :acpe '�ri::rer. a• cn,�= '.ed, •hc -•cr,c •� r!•vr.�ti .hr.11 ' rr'c� dl '•� rs ^eu'^•. fe' 'hr. `fy�h' eIeCLIITI ui'J ecr�l�.icn r lhtr Ncr�, ISSUE DATE �RAWN BY CHE�KED BY 5/27115 SVC MJS E3FEAWlNG T1Ti.E: FouNoaTio�vis�� o� G�A�� P�� - No�TH ARE� DRAWII�G NUMBER , S201 ' PRO.�ECT Ni�MBER �50�8 PLAN NOTES: 1. S�� I�I�AWING S001 �4F� CaEl�[ERI�1L NOTES PERiAINING 7'0 STRUCTURAL STEEL AND STEE� DECK. 2. PROJECT REFEREI�CE ELEVATION 4'-0" = 839.54' U.S.G.S. ELEVAT[�N. 3. TOP �F SEAM AND JOISI' �LEVAT�ONS VAFiY. ELEVATIONS ARE NOTED OI� THE PLAN. 9. �INDICATES OPENING iHRU ROOF D�CK WHERE DIME�[5fON5 ARE NOT PROVIDED. VEfi1F1f ALL OE'ENING SIZ�S AI�D LOCATIONS W17W ARCHITEC7, C � N S T R I l C T E O N M A N A G� R A N D M E C H A I� I C A L C O I V T F i A C i O R P R I D F{ T O FABRICATION. SEE DRAW[NG 5520 FOR TYPICAL FRAMI[�G AT DECK OPENING DETAIL. 5. � INDICATES j.SB, 20 GAGE METAL ROOF DECK. 6. S�� DRAW WGS S501 AiVD 5300 F4R STEEL BASEPLATE AND ANCH4R BOL� DETAILS. 7. NEW UPLIFT BRIDGING �YAICAL ALL EXISTING JOiSiS F�R BASE BID. PLACE Lixix114 � AT FIRST BO'iTOM PANEL POINT EACH END. WSTALL PER 5J1 SPECIFICATIONS. ALTERNATE BID 1S N07 i0 HAVE Bfi1DG1NG AND PI�OVlDE BALLASiED ROO�. SEE SPECIFICATfONS. 8. INFILL ALL EXISTING ROOF OPENINGS THAT ARE ABANDONED W ITH 1.5B, 20 GAGE ROOF D�CK. N�W D�CK TO BE ATTAGHED �"4 EXISTING L3x3 4PENING FRAMES. DECK SPAN TD MAjCH �XISTING. FIELQ VERf�Y OPENiNG DIMENSIONS. SEE ARCHI7ECTURAL AND MECHANICAL DRAWINGS. �1 ; � J � 0 in � 9N �8.fiN) SN �6.4N) 6N 15'-0" �� 20'-0" 20'-0" �� i5'-D" 1S 8'-5" i�'-7�� 11,_7�� 8,_5„ i t i i i i �TO�IN�W STE�L � W i � fN THIS ARE4 z EL. 12'-4 y/2" r N J � `� � E TYPICA� U.N.O. �� p � N� U � i T T � T � �, � I 0° c"v W t 2xi 9 c i � I-r ¢ � - - - - - ~ ; W 18x40 � � o o r � W 16x40 I - - - - - - - - - - - - - - - - - - - - - - - � I - - - - — � T. B. i 2' - 4 1 1 2" � W 18x35 ! � W 14x22 W 14x22 E W 18x35 �— v � , 3 v v E � � v � � /\ i � J1 24H 06 i ^ /\ i J'1 24H 06 � i �� � i - i- -+- - r- �� 1-�-� -� - -�- -i - I TYPICAL: Wi6x40 LINTEL � i� i ? � � � i� i � T.B. 11' 4" AROIl�1D EXTERIOR; i i t t � � i J1 24H �6 i i � I I SEEARCH DW�aS. FOR -i- �- - E- � Y I -i - � -i- � � � I LOCATIONS AND SEC7ION � I i J1 24H 06 � I a, I I�r �r 6/550�. o � i t i � z I i � i I� � r� �_� _ o iv in in N N - � I- t- 0 in N E � N O CV N N r � r O � 0 N o� f i J1 24H 06 � I "' � i J1 24H 06 i � r � X � -1— - i- ---T- -t- - �- ----r— m I -i - --�--- `r--- -� - � � � � � i t f � �� i i i � � i � � i J1! 24H Ofi i � � I i J1 24H 06� �i I I - i- -t- - r �— �-�-- -i - -,- i -- � E i � i i � I i i � i I i — - - W12x14 � i J1� 24H Ofi i � � i J1 24H 06 i � - - - - - - - - - - - - � � u - - - - - - - - � - I - - — O � i I I � i I I I I � I � , i i i i , i � i TOPINEW STEEL � i ,1f� 24H 06 i � � i J1 24M 06 i j I fN THIS AREA �� -i- �� i—r I i +� i I EL. 12'-4 1/2" ao � i � i ] � � � TYPICAL U.N.O. '- I � � ' � � � � � ' � � I Q, � i .i1 2�4H Ofi i Q, ! i J1 2�4H 06 i I � i - i - �- - r —�- -i - t i - �' D � i i ��—! i i� i I�x ,'`�c � � � � ' � i J1 24hf 06 i�N � i J1 24H 06 i i �� � - i- —� - i- —� -i - -�— -i - �� � � 3 E � � � 3c� i � � � � t i i i �� i i i i I � s5o� � i J� 24H 06 i � � i J1 24H 06 i � � - i- —r -r- - �- �— I -i - -i- -r— -� - I [ i � i � � i i i SEE 41S520 FOR NEW ! ° o E i J1E 24H Ofi i � I i J1 24H 06 i I 1�OOF OP�NING � � — _ _ _ - - - - - - - - - - - - - - - - - - - - _ � _ __�.__.. .� - - - — �12X�1 � i � i i i I i � � ROOF HAiCH. � i ' ' ' E I � I � I COORDINATE 5N 4N 3N TIPICAL: NEW UPLiFT i J1 24H 06 F � i � i � O [ - i- � -- �- I • -i - -� -i - LOCATIONISIZE WETH 25' - 0" 25' - 0" I BRIDGING EACH END OF E � F � � � � J1 24H 06 i I ARCHITECTl3RAL AND WITH �- o � �OIST. S�� NOTE 7. i ' t E i � i a a R�QUIR�D EXISTI�[G � i 1 [ i � c� [ � J1 24H p6 E �� � � J1 24H 06 � I X X BR[QG1NG. � � � � c"o n�1— - i- -� - t- � z � -i - t i- � ao ca � � ��� _i_ � J1 24H 06 _�_�_� I _i _ J1 24H� � _i_ I� � SEE 41S520 FOR SIMILAR DETAILOF � i � i i i t 'r —�— i i � I��W 4P�NlNG FRAMING AT EACH � i� i i �� I i � � I FUTIlRE SKYLIGHT. COORDINATE h��.�O � � � � I � I EXACT LOCATIOI� AND DiMENSIONS i- � Yiw i J1�24H 06 �� _I____ I -i - J1 �4� � -i- WITH ARGHITECTURAL DFiAWINGS. i i c�``�+h � i � i i i � � i i i � . �� � i � 3 � I i � I i I W f 6x40 W 16x4� W 16xA�0 I I i J1 24H 06 i I � � J1 24H 06 i � � — - - - - i i r I i i i I `� W16x31 W16x26 T.B. �2' - 2" W�6x26 T.B. 12' - 2'�� - - - - - - - - - - - � - - i - - — � i i s � � i � i � „ -- ------ --- ----.....T.'.........._. ._._---- -- ------ i� � i J1� 24H 06 i � I i Ji 24Hl06� _i I 70PINEW STEEL � i— - �- � - � �— —� -i - �- i - TFfIS AREA J � i � i i � ! i i � i I ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- EL.12'-4�12" � � � � � � � � � �- � � � � � 1 � � i Jil 24H 06 i i� � i J� 24H 06 i � Y cn � cn � m� cn � cn m r ca � c� � co i � r� I �n � �n � i.n � X iYPICAL U.N.Q. � o �y �_.--._.-•....-. ..- i-- �- - i- ---�• °� { -t - -t-- -i `n o 0 0 0 0 o a o a c i � oYo � oYo � � p � - i -- - - � �I-- � - +_ i _ i _ �u�i f r _ _I � _ i _ 1 � � _ � � � � � � _ � � _cu � � � � _ _ � X _ � _ _ —�_ � I i � � Ci � i i I � � N —CV —_CV -N N N —N —N --N X �--� tD� — — — — — — —� — — — � � I i J� 24H p6 i [ N f 3 Ji 24H Q6 � N `� � 3 {S!M) � - �- -r- - I- -9 - -r- - t,.� � � � � � � � � � * aCi i i i�� � r i i � � i i i i i i i i cv t- I I I 1 � i i i f� I 3 i i I � i i i i i i i � `n I I I 1 S5Di I � � � � � I i Ji 24M 06 � i I ---- ---- ---- ---- ---- ---- ---- ----�- __--_ ___� __--_ _--- ---- ---- ----- � i � i Ji 2�1N Q6 i I - i-- -� - � —{— —1— -� - �- i - � � I � i I � I I � � I I � D _, �..� .�.�.�.��.�___.�.�.�---- -- --- -- -- ------ -- �- , — - - - - - i i Ji 24H a6 i � i-�—I� Ji 24H DB i i I � � I � � - - - - - - - - - - - - � _ _._. � i i i � � i � 14'-4' � I �� __ W18x35--- -- ------ W21x5Q ._.._..-�..... �..._ W21x50 _- �i —� -s � � � � � I � E I�� ----- �� � - j i J1 24H 06 i I � iJ1 24H 06 f � N � � -- � � I � —�— I 4x3/ �YP} ,�a�� � m ---- ---- --- ---- ---- ---- ---c� TYPICAL: W16x40.LINTFL � i -r i- i i i I i L4x ---- ---- --- ] � � i � � � „a�� � ---_ i__��. ...__ .___ i J� i � � i � i ' i � �� i J1 24H �6 i �'� I iJi 24N �6 � I� -� i i w i� 1 � i i i i i i i i r T•8• 7�'-4" AROUiVD EXTERIOR; � - �' N � �C7 [D CO _ � W Q) � 67 - � � � OJ 6') 6) t0 cfl � . - x x-�-- - �-- --+- - �- --�-z —1------ -� - - --� - � o o a o c� o c� o a o a o 0 0 � Q S�� ARGW DWGS. �Ofi � � � i � i i � `n � i "a�� E i "a" � `� �n v � ,za, ,za, � � � � � I � � � � � c� x LOCATIONS A�fD SECTION TOP/NEW ST�EL ( �y �j I 1 � ,1e'�+ � � (j I � A!! L� � � _� {�j--N — -�y ---N -- � — ---�y --N ---N ---N ---N ---N ---� ---N ---N ---N � 61S541. ATCANOPY I � J1 2Yfl �D � N IJ� 2VIl �6 � � N N T- � t� r r r r r . r r r � r �_ �� � � - I- t - F � � -I - -I - � � � -� � -7 -� � � � � � � EL. 11 0 r TYPiCAL U.N.O. I I � i i I c7 I � � i i i r S50i i i i i i i i i � [ �� 2'-0" I � � � i I�I ( i "a' ' a � �� i : i i � i i i i i g ---- �--- -__ _ -___ _�__ �W_.� �--- ---- ---- ---- - I ! I. l i 2 4 F i O fi � I � � J� 2 4 F i 0 8 i� 4 x� 4 x 3/ 8 ( T Y P) � ---- ---- ---- ---- - -- 2N � N [ s�o� 1.09S� � _ i_ _—__I- _i _ i __.�j� j �� �� -� ` � ' f � � � � � � 25' - 0" 30' - 2�� � � _ 2�� � , a - L3 1/2x3 112x318 (TYP) i �� ---- ----------------------- �� , ---------- - . W12x 4 � E � J1 24H 06 i � I ' i � '� W21x50 � W21x50 � W18x35 �� T.B. 12' - 2" N � i -- - - v 5'-8" 10'-0" —�T 10'-0�� 5,_8" v� � i' i i � I i J 1 24FEi 46 i f � \ � - - - - - - - _ � r _ .� ._.._ _ - - � i� ------ -- -- -- -r---------����_. �_ i` � _.. �... __.. _.. ._. __.. � i � i � � i � i i ��— ��� � TOP/NEW STEEL _ i_ i J1�24N 06 _�_ I I _i _ J1 24H 06 � _j _ � r ���. � IN 7HIS AR�A .' � W14x15 W10x�5 � h-�- � � i i i � � i i � s � --- ---- - -- ---- ---- --- - __ ____ __..._ __--_ __-- ---- ---- ---- ---- °° + EL. 1 f 2'-4112" � i � i � I i I � � � I � � � i i i i i io o � � `� cv TYPICAL U. N.O. 1 � J 1 24H 06 i �� � i J 1 24H 46 a �.�r i i rn� �� m rn� c� � cfl i co � co co � co � co � co � o i -� r � W 10x15 � 8xi 3 W8x13 `r � �`�� r rn i� i�-i - i- � Z I i f I x � � � � � o 0 0 0 0 0 0 0 o m X r� s s z z z = � a s z s x � x x L4x4 . TYP. - I X � 1 i i t I "' � i t I � --- - �r �r Cr tr �r v � � � � � v v � co cQ ' —�. _ _ / N r I � 1 C'� � • � (y — —N ,__� �_ � ...__N ._.__N — —N ---N ---N ---� ---N ---�y ---�y ---�y ---r r 3PLACES Wi8x35 � I N � � i Ji 24M 06 i �� I i J1 24M 06 501 f � .- .- .�- Y- � � o _ r � - i- -� - i- �- r —�— -i - - -1- -� � -� -� � � � � � � � � � � � � - cv \ W i 6x26 \ co ' ct ro y i , i � , i , i i i � i i i i i i i i �' D i i �� I � � �, `� � T X X X' ��� %y cS� � i , i �� � i I: I � i ; : � I � � � i I i t 3 i in X� /\ 20K5 co iv +h"�' a .o +sr i J1 24H 06 i . i J1 24H 06 i � ---- ---- --- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- - c� � � ,- ,- h , �G f% -I- -� -I- � I- � 1_ -f.-_-_ � 1 T___� �-- �� 47�G3Gj r �� � I I I 1 I �� I I � � � � � --- I � � I � I ~ I I j �� � ._� ._�--- -- ---- - --------- -- ------ -- �� W�6x40 Wi6x40 -� � I � I � i __ _ _ _ ( i_ J1� 24H 06 i � �� i J1 24H 06 i i �� '� W21x62 JGi 28G 5N 9k JG1 28G 5iV 9k '�� � � 20K5 _ , _ � W 12x14 � i� i i � � � W 18x40 __ W 18x40 i".B. i 2' _2" i I I �' ! -- --- ----- -_........ -- -- -- ----- - - -- - --� .......... ...._� ..._...._.._ _...._. �- --- ----- --- — — — — — — — \ / r \ / 1 � /\ -- ---� /\ � � /\ I -i- � J1�24H 06 _�_�_ � i i i � -- � 20K5 � � � � � X �— � —� ��" X I i I I = i i I 1 I I _ 1 — ---_ ---_ — -- �,....... �.....w... �...._.» ���— � .......... �..--_ _�—� ---- ---- ---- ---- ---- ---- ---_ ___ _ _—_— _ _ __—� v �-��---� -�- i J1 24H �6 � ...�.�____�-a r---- ---- ---- ---- ---- ---- ---- � � r --- --- --- � co m � � � M � � � - - - - � �O.l�. ) i - - —i— -�- --f-- - - � ��r�j'� 2 �n Y Y� i � i �� i i i i s i i i i i � i i s i i s i � i � I I l � �S501 � � � i Ji 24H 06 � I cCO�t o � � i � t i i 5501 i i i i i � t i i t i t � i i 550� � 20K5 � � 1 -- - - - �-� _ -- _ - - - - - - - - - - - - _ .� � _ _ i i � � � cfl co co cn cn co rn rn rn rn cfl co co c� cp c� cfl co cn cfl co co co ca co m cn cn cn cn 7' - 10" 15' - 0" 6' - 8" co �� I i � � I� N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � i , � --- --- --- --- --- --- --- --- --- --- --- --- --- - - --- --- --- --- --- _�_ _.�.. ___ __- --- --- --- --- --- --- --- --- ---- 4„ \ Wi6x26 4" --- -- = x x x x = r z � � � � a � r = _ � � s x � � � � = x = r = x� � i Ji 24H 06 i � �r � �r � a � � � � � v v � � � � v � � � v v v v � v �r v � � - � - I- -1- - f- �� � N CV N N N iV N N N N N N N N N N N N N N N N C�E N N N N CV N CV RI � I � � rl rl rl rl rl rt r! rl rl r-I r- r-I I I I 1 I I I I T-S rl rl r rl rl rS rl I rl � \/ i � � \/ � -7 -7 � � � � � � � � � � � � � � � � � � � -7 � � � � � -7 -7 -� T. B. 12' - 2" n W 18x35 � W 14x22 i ���� � � � � � i � � f I � � � � � � � � � � � i � � � S ! � N W 12x14 � W 12x14 cN„ I _ � -- - -T�- I x !� 1 �.���-- ___._ __._._ -- —�-� ---- ---- --- ---- ---- ---- - -- ---- - -- -- — ---- ---- ---- ---- - -- ---- ---- ---- ---- __- ---- ---_ ._.__ ___.._ —T � - - � �� -� �� p N- � r ,��' W14x22 ��st OPEI�[INGS. OOFiD NA EO , 1�. � ,.�r.x. N cN"o "' ��i-4'�� T �ni' �\�� �9�r +2`� `/ LOCAiIONISII�� WI �MECHANICAL-�j`-----�_............. — ------ I --�-------- I i �,-� � �'i-r i �� --- � .__ ------ - - --- »-- ----- --------- --� ;; „ � � �E" �� �- __ _ _ _ _ y�� `�g W16x31 � JGi 28G 5N 9k _ JG1 28G 5N 9k JG1 28G 5N 9Ec JG1 28G 5N 9fc � T JGi 28G 5N 9k .;G� 28G 5N 9fc T.B. 12 - 2 � 5� � `Z' � G!'�.� �� ----------- -- ------ --------- -- ------ -- �� �� W16ifi �� _ `�� _ o I � r C� i� -- -----., �._.. ------ -- I------ --------- I�_...._....._.........._��- i� i� i i � �� Wi4x22 � � r /\ 20K5 �� `� '� ti� TYPICAL: N�W UPLIF7 - - � �y cN.i BRIDGIf�EG EACH �Nia OF I � �� � � �'y \�-'i- v JOIST. SEE NOTE 7. N - i i �' +� �9 W12x19 r--- ---- ---- ---- ---- ---- ---- --.�.� ��__ --___ ---- - -- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---N ---�K5I _� --rri N--- -- o TT � �`�� � �r� � i � i � � � i i I � � � � 3 i i t i � i � � i � � � � n ~ Y ��'�`O N TOPINEW ST�EL r y cn cfl co co co so co co co co m ca co co co co cD ca c� cc] cQ cb ca cn co co co co co � 6'� +9JV12x�9 oi o oi o� o at o� o� o� o o� o� ol o� o o� o� o� v� o o� o� oi o3 0 oi o� oi oi � � 20K5 � � �`p�' INTHISAREA = � � x x x s a x = = z � � s � � � z = a � _ � s � x � � --�--��--- ci 5= i EL. 12'-4112" i � � v v v �r �r �r � �r ct � � � v �r �r <r <r � � � � � � v v v � 1 l �5 � j ___N N___N ___N CV ___{V N___N ___CV ___N N N N N N N N LV N C�E N N N N N N CV CV N C�I TYPICAL U.N.O. �.fr --- --- -�- --- -- - --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ---- � -- -- ,-� ,- r r r r r r r .�- ,�-� �- ,- ] 20K5 � � �. _ _ �- _ - - - - - 9 � _ � _ � -� -7 � -� _ -5 _ � � � � � _ -� _ -� -s � � � W � _ � � � � � _ -� _ � � � _ � _ 1 � � W'14x22 i i i i i i E i i 3 � i � 3 i i � i 1 I i i i i � � i 1 I I I �\�� I � I I f I I I I I I i I I I i I I i I i I I I I � � � N X I s547 � � 20K5 �f `t' � °0 0 + �r, �n -- ---x (51M) ��j � ---- ---- ---- ---- ---� ___� _....� w--- ---- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- ---� �T I Tl . rc� - - -- ;_ � � � � � o n ! � �Xw�sxzsl ; x�� � F r 5 -6112� � }� 1 " '��j �i� --------- ---- - -- ; - ---- -- -�-�----- -- ------ -- -_.�-_ ...._..... ._... --------- -- ------ --- �� � �i .Y ..� � - - i i i I� W 1 8 x 4 0 � W 1 6x 3 1 W 1 6 x 2 B W 1 6 x 3 1 � r� 1 8 x 4 0 1 8 x 4 p� i. B. i 2' - 2" _ o I _ �_ �� � -r= - - - - - - - - - - - - N W 16x40 X - --- -.�, -- - -- -- - - X W 16x40 W 16x44 X o n X W f 6x40 0 - —I - � iv TYPICAL: Wi6x40 LINiEL *- � N N ��"� N _ � TOPINEW STEEL i i T.B. 11'-4" AROUND EXTERIOR; � I i _ �� W12xi9 I� TOPINEW STEEL � �1 W12X�g �� � �0 7 � "' ' W ihilS AR�A SEE /�RCH DWGS. FOR � �„ � `� 4 a i IN THIS AREA i "� i TOP/NEW S7EEL IN 7FiIS ��€.. 12'-6" Tl'AICAL i LOCATIO�]S A�ID SECTION 6/S501. EL. 12'-�4112" ARF�1 EL. i 2'-4 1/2" S501 ��.�.0. I I I � I S501 i� �3 _� S50f 11 TYP[CAL U.N.O. I �['YPICAL Li.N.O. i i � i 15'-0" I 20'-0" 10'-0" � 10'-0" 40'-0" � 25'-0" � 25'-0" � 25'-0'� 25,-0„ 3Q'-2" 1'-2" L ----- -----------� _L �- �- � -�- -�- -�- _ _ _ _ _ _ R40F FRAMING PLAN - NORTH AREA NOA7H 3132" = 1'-0" �.� � % �:. � '.� > ��.. �.�� s a; CSO Architects ARCFiITECTURE • ZNTERIOR DESIGN 8831 Keysione Crossing � lndianapolis, IN 462�0 Main 317.848.78Q0 � Fnx 317S7-F.0957 � csainc.nci Fenk Roberts & Pe#rie lnc. Struc�ur�I Eng�n��rs 9A49 Prlorfty Wsy lNest �r., Ste 200 lndJanapofis, Indiena �46288 ;�,� 0. �:_,,� an�ERicare �= STRUCTUREPOINi' � � ING. � AMERfCAN STRUCTUREPOINT, INC. 7 ��.�i ':inOEt�uO ':I.aa nyn u,o-au1�•,�u'.. inui:ii., ,c.;�: �:�,na 5a�-52s�� PROJ �C�': SCOPE QRAWINGS: , �.,, ,� .�.� �,,�. � ���,..��. � ,. .,., ,...,> ... �:. . � � �� ,..,;.. , i, r-. �,, � � ,� �,�..�.,.., ��.,,, . , :,�. r„ :�� ,-,.. �� �- �.�.,����. f - ,,.,i,� .� ��i,.i.�:,'_.,,.�r, .,,.r i, �.;, ,�i .rJ, i.� .� , ���: � � � .-.� . �.i : r. i,. , ...t., � . , „ , ,,,; ,, . .�„ ,.,� ,. .... , „ �,.. �, ., �,.,.: , - u_.. ._q.u�...! I.�� !.i -�I.,.�n,�l�..y.i�.l ,., i�.�-1i.�i al 1� . �..�.u�. u. �b. ��I E i� �. , J.i. I. , � �, � � , .,_ ..� � �t-.� , .. ".�. � �- � � ,� : � „ � � ,� �., '� „ . �a� i ,� ��. I.�i �_ . REVISIONS: No Desc. Date 155UE DAiE DAAWN BY GWECKED BY �i2�i� 5 svc M�s bRAWING ili"LE: ROOF FRAMING PLAN - N4RTH AREA CERTIFIEd BY: �`•�,'�uN1tuNYrrp4u . �yi 4 , s �-. , �` •;� ''r ' g` I�.•dZST�•ti.: �3`'c .� �. s _ � � P�#�100I91 ; , _ . • - _'� � `�_ 5TAIEQF ' : ,• p•�� �?j� ���•.���p�1, � ..,�� � �'`---.;�foNas. ,�' '��uu�n���M���� ��:�:�'a'''�' s�'� �RAWING �1UMB�R S2�3 PAOJECT NUMBER � �O � V I � __ F . � 4, a f 4 T SQUARE C�LUMN FO�TING SCHEDULE MAFtK SIZE 8���� REMAFiKS REINF4RC�MENT F2.5 2'-6" x 2'-6" x 1'-6" (4)-#5 EACH WAY F3 3'-0" x 3'-0" x 1'-6" (4)-#5 E4CH WAY SC�UARE C4LUMN FQOTING SCHEDULE SEE FOEJNDATION PLA[� FOR iOP OF FOOTWG WALL FOOTING, 1 � � ��a-6r SEE SECTIONS (3} #5 x 3'-0" �y� I I I '4• " A� � CO` a•e . d' �' aaw � -• • d � ' r - `� a . . q . -� ll�� —�LW---���—, .f �' , 4a° _ Q • 4 a '.' a� a a� `����=���I=� �-��� ° - - •� a • - `- '. +a• • , � — =1LI= .a:` - •' ,_,'A . •.�' • - . • ' -0. • �, �=IIriii , -_ ,��- . a. �_4. �_-.. �_ a. . .. , �II[II= � � • ' 1p ' •�• . • va' a:' i—��� - � .. . . � . . � 7°� . s. - .n..� . . . CaLI�MN FOOTING � � -- ..YSEE COLI�MN SGHEDUL� COLUMN & WALL FOOTINGS PLACED SEPARATELY � NiS FOOTING NOTES: 1. COMPACT EiVGINEEREd FILL SUPPORTING FOOTINGS TO 95 P�RCENT MO�IFIE� MAXIMUM DRY dENSiTY (ASiM D 1557) 2. COLUMN AND WALL FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE NEi BEARING PR�SS�IRE OF 2.5 K.S.P. ANQ 2.0 K5F RESPECTNELY. �'FEE GEOTECFiNlCAL ENGI�IEERING TESTING FIRM SHALL V�F{IFY THAT THE 501L SEARING CAPACITY iS ACCEPTABLE AT EACN COLUMN FOOTII�G AND AT 8'-4" 1NTERVALS ALONG WALL F007fNGS AT THE 1NDICATED BEARING �LEVATI�PlS. 3. CENTER COLUMN AND WALL FOOTINGS llNDER THE COL.IJMf� OR WALL ABOV� EJNLESS OTHERWISE 1NDICATED. 4. PLACE FQ4TING5 IN WOOD FORMS. UNLESS IT CAN BE SNOWN iHA�' FOOTlNG EXCAVATIQNS ARE ADEQUAT�LY STABLE. 5. 5EE CENERAL NO7ES FOR CONCRETE 28 DAY COMPRESSIVE STRENG�H. 6. SEE GENERAL I�OTES FOR R�[N�ORCING ST�E�. GRADE. 7. PROVIDE CLASS B LAP SPLICES F�F� L.ONGITUDINAL WALL R�INFORCEMENT. 8. PROVIDE #4 T'RANSV�k�SE BARS AT 6'-0" ON C�NTEFi FOR WALL FOOTWGS, TO 8E P051i'IONED ON TaP OF �H� LONGITEJDINAL BARS, TO MOLD TMEM SECURELY IN P�ACE. 9. SEE TY�ICAL COLUMN FOOTII�G DETAfLS A�iD CONCRET� COVEf� REQUIREMENTS �OFi REINFORCEMENT ANC7 FOR INFORMATION REGARDING COLUMN AND PIER QOWE�S, AND PLAGEM�NT l"l�S. 10. 5EE TYPICAL COLIiMN FOOTlNG QETAILS AND ANCHOR ROD PLACEMENT DETAILS FOFt CONC�iET� COV�R REQUIREMENTS F�R PlACEMENT AND F'OR W�ORMATION REGARDIf�G EMBEDMENT OF Ai�CHOR RODS. y i. SEE CONCRETE SC}�EDULE AND GENERAL NOTES PER�AININ� 70 F011iVC]A7lONS, CONCRETE AND R�IN�ORCING STEEL. TYPICAL FOOTING NOTES 5EE F011NDATION PLAN � FDfi i'OP OF FOOTING WALL FOOTING WALL FOO�'fNG, REINFORCEMENT, SEE SECTIONS 2' - 0" 2' - 0" SEE SEGTIONS � - Q n , , � a_ . . . . _ Q , . ` a . . . . 4 ' • I -. e " A . • - " . a I • � � • . I " . • ' _ °, e � ' . i.. ' _d • 'I� . �d,+ A,! . ' { • � a _ Qa: , . . - ' •� a .:d ' ' a � • • - s. . ••aa �, ' _I� ° '' • -i -� , • a . _ . a . . • . _ - •, : : � : 6 • ' , i= � ''=111i1— a-. :.d� L �a ' . ": . <-•'° ,a: -; ".. _��=`11111 U TI�II _� '. aJ � �d a �_ " ' .� ' . . . ' � . 4"e rad 1�—llfll— � =���� -'• • ._ . I " , a'e . • .°" , ' ' " � • I ' . —ii��� �IJ-��= , � _ 6� _ . � _ � a - - a� _ e � d M _ .. _ ..ia� � p �=�����. TYPICAL COLUMN l WALL F04TING 1NTERSECTI4N NTS �' - 0"-� COLUMN FOOi[NG ��' - 0" � S�E FOOTING SCHEDULE � COLUMN & WALL FOOTINGS PLACED M4NOLITHICALLY (C4NTRACT4RS OPTION) N7S WALL FOOTING REfNFORCEMENT, SEE SECTIOI�S ` TYPICAL C4LUMN I 1NALL FOOTlNG INTERSECTION NTS [�ON-SHRINK GROUi' 5E� C�NCRETE P[ER D�7AIL u =� �` ON DRAWINGS S310 FOR PIER �� �'' � 1NFORMATIOI� • < � �' ' I 1�12" CLR. TO PIER TIES, TYP. � DOWEL VERTiCAL P1ER . �a � m REINFORCEME�Ii a�� _ . �, . 4. INTO FOOTING OR PROVIDE DQWELS � e-,,:,•� �. _��' ����- TO MATCH VERTICAL P1ER � � "� REINFORCEMENT [N SIZE AND SP/�CING. ' ' PROVIDE STANDARD 90 DEGREE .e• ._ � •: +- `; � HOOKS. . : d' '- a'.�. a 5EE FOUNDATION PL4I� ' ' FOR 70P OF FOOTING � • • � � E�EVATIQN 1 � -. . � ' - .- 3" �C/L�. ; . 8 �4 6 - . a . 1 i P. ' �_ . . . , a°� � 4a.. �d — a•g- - - r�. .. ` ' . a ' a'• �IIII I ��r'' � � • w�a � • 4 ♦ a' A � • —� � •° - - . � • - a S�� �OEJNDA710N PLAN, SLAB ON GRADE OR Si�EL C�LUMN SCHEDllLE FOR COLUMN BASE PLAiE ANC} ANCWOA BOLT INFORMATION 4 TYPICAL TIES AT TOP OF PIER SEE FOiJNDATION OR SLAB ON GRADE PLAN �OR iOP OF PIEFt ELEVATIONS TYPiCAL �'fE SPACING, SEE TYPICAL CONCRETE PIER DETAI� OR CONCRETE PIER SCHEDULE — CLASS B VERiICAL LAP SPLICE IF QOWELS ARE PROVID�D — i/2 TYPICAL TI� SPACENG (MAXIMIJM) a Jr� V "`_'��!!��!��='' \ t— PLACEMENTTI�S (S�� N07�S 1 AND 2} „i_ ,. NOTES: � �E� COLUMN FOOTIf�G SCFiEDllLE FOR �0071�IG INFORMATION 1. PROVIDE ADDIi'[OiVAL PLACEMENT T[�S S1'AC�D A� 72" IN FOOiENGS 3'-0" OR M4FtE II� iH[CKNESS. 2. PROVID� II�iERME�IATE CROSS TfES WETFt PLACEMENT T1ES (WITHIN FOOTING), TO MATCH PIER REINFORCING DETAIL TI� ARRANGEMENT. 3 TYPICAL FOOT[NG DETAiL WITH CONCRETE PIER I�ON BRACED BAY CONQfTION NTS Z (2) HE4VY HEX iVUTS �p AND WASHERS �- ¢ � �OP O� FOUNDATfON, � � C�NCRETE COL.UMN, y � CONCRETE P[ER OR CONCFtETE BEAM � AS7M �1554 GR36 3/4" DIAMEi�R °' ANCHOR �iOD � HEAVY HEX NUT TACK W �LD ANCHOI� ROD DETAIL N7S SEE FOOTII�G SCHEDI�LE FOR TOP MAT REINFORCING SEE FOI�NDATION PLAN FOR TOP OF FOOTING ELEVATION 3" CLR. TYP. SE� FOUNI]ATIQN PLAN, SLAB QN GRAD� PLAN OR STEEL COLUMN SCHEDULE FOR COLUMN BASE PLAT� AND ANCHOR ROD INFORMATIQN. SE� ANCHOR PLACEMEN7 D�TAILS FOR LAYOUT EMB�DMENT LFNGT�i AND PROi�CiION L�NGiH. NON-SHRINK GROIJT .^ '$Y •,�•`'�a e�--a` Nb,.p. ••A+ d � I U . ' .d ' . -- - ' , ' e U N y a ' , . 4 ' . " ' . . • • • ' ' e' � d . • C�7 • ' � . • - . { ' � . A - . . . . 5EE COLIJMN FOOTING SCFiEDl1L� FOR FOOTI�IG WFORMATION TYP[CAL FQQTING DETAIL W1TH STEEL COLUMN NT5 - - _ - - -- -- _ __ _ _ _ _ _------ -. . . _ --- _ _.__�____ _ --- ---_ _ _ , , .. � � :� i, 1 R' � i � CS� Arch�tects ARCHITEGTURE • li�iTER10R DHSIGt+i $$31 Keystone Crosseng • IndianapoEis, LN �+G2-i0 Main 3I7.848.780Q • �ax 317.57-�.D957 � csoinc.nei Fink Robert,s & Petrie Inc. Struci�u�a/ Engineers 9�19 Prlortfy Way West Dr., Ste 200 lndlanapalfs, Indlana 46268 �0 s;� � �'' hMERICPN � +K'� .> 0 STRUCiUREPOINT � � iNc. � �:< 0 AMEFiIGAt� STRUC7UREPOIiVT, INC. �:�:,, �:H�,uct��Ft� ��,.s,��,�� uiui�3R�.ruu:. u�auEr, u_sc i�a;, r•;7�•,s:;�� ��o���-�: SCOPE DRAWINGS: , ,,;.. ,E .�„� �„. � �,,,��- � �, .,: „ , ,� � �. : ,,;�,� � � i. „i : ��i.: i.��.� ..��.;..i � ,. :i,"i,�. ,i� �.,.�,,, , i i �, , �� a� �.i, i �. ��.�i.,• �. ��i- i.� „. �,.. �c. .� �.ii i �. iv�„ „f '.I'J•. �.i',� . r� _, i f oi. 1� i.I . �� I'i...l''.L'�I. [i'.. r �- .� .��,� �,. ��., �, i - ..., � � � �.i�.;.,�. ., .�.. : „_ .� .� •�.� �i-�.I �.,. IJ . I.i� ii�1 i,�. i i.l �. i�.� -11-� �� i I �+ �.I.�r� �i, d�. .:i I i. �: r il .�._4. n� 1� .,� li. �i� �,.. �.h...�l:�[ .� �j,, .,1, ! �� l�.i,l. ._., il,i. I���: �, i� IJ�� �r,� 1� d• ���, �_.� �� ..I i��� 11,.� �..�n., � ,� �,i , ��., ,i,., � .,� i �.. n . REVISIONS: fVo Desc. Da�e ISSUE DAT� DRAWN BY CHECK�D BY 5127115 SVC MJS DFtAWING T[TLE: TYPICAL FOUNDATION DETA�LS CERTIF�ED BY: 1�511Y1i1141illpKk4, ���r,,,', � � y','4'�iG �,` • Q�ST �� 'y • � �� ��� i = i PE10100I91 ; , ' � � � � � �� � : � sra'r�� . �� L ' :� '•:�bIA�A.� �,. �.. ��''+�.;�I��NAL��ktit�"�.�"���,� . �. �.� DRAWIfVG �[UMBER S300 PROJECT NUMSER 15018 SEE 315310 FOR I INFORMAiION � EXfSTING SLAB ON GRADE � I o I `r� `� 3'-2314,� 2� _ 0" � 6 314" 8�� . . � . � � . :: � ''' � � ° � _I I���� o„ •°. I - a f2 -#4 l � � - • ' o0 i = �� � #4 @ 12�� r . !, . ��T� . TOPIFTG � ; � ' ` EL -1'-8,� , . . ; • -a ' . i . �. j .�, �4 a � , � �.._i ...�: • 1 � ..... .. .. .. ..... - .', , •�. EXIS�fNG �' " ' •�, - FOOiENG AND • " °,•- : ' -"a • o 12" BLOCK i �- •° a• � I r I e • - • n . . � � : h. .� . .•A .. • ' �� i3�-#FJ CiO��. � 2 3/4" 1'- 2 3/4" 6�/2" 1 112"- 2$� $ � I " J U (''3 #4 x 1'-6" AT 6'-0" � 1'-23/4" f --' i � FOUNQATIO � .<'.. . . .. ; � �� • a. ..a.— a d- } ' � '° � (2)-#4 1 - � #4 @ 12" , 6 6 - �' � - 1,� _ I -a - ' �I.. • ., Q • -� ° r . ' A - (3)-#5 CONT. � 8„ 8�� $�� i� #� x �'-6" Ai 6'-0" 2'-4" 3'-6" U #4 2" N (2)-#4 � r� � � � 0 r � 0 T D.5 I � �SITE SLAB ____ FOUNDATION ------ �„ :E 51S301 FOR =ORMATION SECTI4N 3/4" = 1'-p" sECT�oN 314" = 1'-0" sECT�o� 3/4" = 1'-0„ SEE 3/S3i 0 FOR �J 2-� , 6 314" 8" IE�FORMATION 1' - 2 3/4" AlVCHOR BQLiS IN WALL BEYOND EX1S�'ING SLAB ON GRA�E � WALL REINFORCING; FACE OF NEW WALL ��� 5EE SECTION 11S301 B�YO�fD AT RETUFi1VS j � � � � F O l l� V 1 7 A� i O N �� •� - . �"�y� a�j =_�-'�� • =�����_�����- �n � - . + I � . - ir , �i _ . -a� (3}-#4 x 1'-8" (EMBED 4") t � � � "� _ : I]RILLED IN DQWELS AT � , � �- 4' CENTER OF FOOTING A� ��-���j- :�� 4� TOPIFTG 18" SPACING, CENT�RED h.-� '. � ' J '- �';" ' ' � �L. -1'-S" €JNQER COLUMN -.. -.. - ;. � 'r_.i---�----._:.:.....!i .. . 1►' I . w . e : . 6 . .� . �X1STI�]G • .' . •..: � � F{OOpT1IN/G��/AND � � � � . ' = p t2�� 17L�V{� I • � d e. � - I ,'tl .: a I... -' ''I ', 6 • �, . - ' tl0 2314"-� 1'-91/�" � --,�-- - ►� CONTINUE WALL REINFORCING TFiROUGH COLUMN FOOTING � � 2' - 1 f /2" +l- (�4)-#6 x 1'-i0" AT 9" CENTERED U�1b�R G4LEJMN SECTION 3/4" = 1'-0" (.09S� 1 S t�-2" � � 1' - 0�, .�, _ p„ I � � i r I� EXiSTiNG SLAB i � � �OIJ�]DAT[ON . a nn �. v, e. . . , • u _ , d � , a' _ . . . a : ., . . ' . . � �, -, �' '-, i REMOVE EXISTING -- , a •. �* . 12" BLOCK AY (3)-#4 EACH WAY � . ' ' COLUMN FOOTING � e a � e6 `� +�° T.F. -1'-8'� .'. : ' .: y `. . - -• I i r i�t • ` �a ;I - ' . ° I � IV�YV 2�'�n X r��'�n + � cowM� FooriNG � �- � � � , , r EXISTING WALL � F00TI NG 1' - 9 11�" 2 3/4" FIELD VERIFY SECTI4N 3/4" _ �'-0" 1'-23/4" j 1' - 2" -r/- EXISTING SLAB ON GFiAL�E i � ;�.� �� , . •;•. - °• ., •i .4- . - ". �e a. E/��t7T�lYl7 — '.•. °. INSULATIOI� � -� � f � I, !,� '.� ;' - (2)-#4 CONT. FOUNDATION �„ } #4 x 1'-2" DRILLED 1N � DOWELS AT 4'-0" Q.C. r (EMBEQ 4") EXISTING 12" CMU BLOCK �X��]��IVG � ` � a � • J FOOTING $ d� � '- . •q �, .e . ' . - d - � d • �a . '. _daT:. :'� - �'a. ' . •a o _- �.09S) � S 2'-0" ��� 1'-2" ��tl 9�� ;,� � � I � i i i i EL. -0'-8" I i �t .. . ° � Hj t� � , a�� 'a• g, r` .4 g � 8 ,a,'a 1 I �r � �r - - • . �-� . ,Y (4.}-#4 EAGH WAY -� . - .e°.e' -.' ° : A _ " . < , a I �.° °. -• . - '��- - ti I � . ' • . . . � ' �L�� ` , a' � �� NEW 2'-9" x 3'-4" � ' ' , '' " - COLUMN F�DiWG� — � : �54 �-" �°' . � i CL. 'G�'�n ._ ' ' ', a � ` n.. (FIELQ VERIFY} • ,:4_ ..' ,.•.� �� � ' d 1'-5" (@ A.4 & C.6) 1'-9" {@ D) (FIELD VERIFY) i sEcT�oN �XISTING HSS7x7 COLUMN EXISTING SIAB EXISTING FOOTING EL. -7'-S�� REMOVE EXIS�ING 12" BLOCK AT COLUMN FOOTI�EG 314" _ �'-0" SECTION 3/4" = 1'-0" SEE 31S310 FOFi INFORMATION - EXISTWG SLAB ON GRADE — �� 1 EXISTiNG FOOTiNG NEW SLAB ON GRADE ��--- ' • ° ' f 1.�9S) 1 S i'-2" i' _ 6„ .�� _ �„ 6�� .�, _ 4„ i � I I . • • a � � � •$ ; � I d I NEW 1'-6" x 2'-0" PIER WITM ' (4)-#7 f]OWELS AND #4 TIES ,- :° "-;` (4) A7 3", THEN S" SPACiNG -"' -' ` i d• � , � � ..p . d NEW 3'-0" x 3'-6�� E�. -2'-0" .,• _ q•- •. C�LUM[� FOOTING a - • i - . �. - Id � 'Sr ' , .i , (4)-#4 EACH WAY , . ' + - ' --,-' I... ' a � a �4' . � —�• -- � � N_ a • - 4. • . ' ' "a � ' I ,: : - - . '.e•r' 4, .+•a:;'a_- EL. -4'-0" _ ; .4_ a- �-- -" - ' - = ' � (FIELD VERIFY) � - - ' $ 'd-: a . 1'-i1" 1,_9,� �� FIELD VERIFY FOU�IDATION EXiSTING �2" CMU BLOGK sECTioN 314" W 1'-0" �XISTING SLAB r� FOEJNQATION 0" � EXISTING HSS7x7 COLI�MN �TOP/EXISTING PIER L. -1 �-a° �TOPIEXlSTlNG FOOTING EL. -3'-0" REMQVE �XIS7ING 12" BLOCK AT COLIiMN FOOTI�IG SECTION 3/4" =1'-0,� -- --- s, _ � --_�. __._. _ �Y� 5`_ � I ` � � �'' � r � � s a; CSO Architects � ARCHITECTUR� • it�i'FERIpR DE51GN $$31 Keysione Crossing • Indianapolis, iN 462�0 Maioi 317.$48.7800 • fax 317.57i.0957 � csainc.nei Fink Roberts & Petrie {nc. S�ructurs/ Engin��rsr 3A49 Prlorlty Way Wesf Dr.. Ste 200 lndlanapolis, lndiana 46268 �� � y��, AMERICIW � ���: STRUCTUR�POENT � � INC. � � AMERIGAN STRUCTUREPOINT, INC. �:�n cH�n[�,sFin ,i:in•ii mm:u�F�,iis. ��t�,iui; n,:5t, lili} 51'-'�s::i�% P�iOJ ECT: SCOPE DRAWINGS: ( i.�,� .J�a'ni ni: I ��L���3L I ie �i� v.n :•f I i: :'.�j..:l � � le' �:I a�.: �dr.,l.f .�. .h�.i..i i . i _ .I.�!I�i. :l+oie �� vf � �_ ����1� � � �. «�;., . � �.�..�.� ��, _ : ��. ,�.� .�,., , ,.,,,,�.,. „3 �. Ji,�l�'.t , ii__ i� ir.0 i i�l �-�1-i. �.v'.l, ii.. S]. .I�.� i.i.: .I.� i��I ,., �'i V 1 i.J1...JI. � �S-'„_ I,. z x , ;.�,ii�.�ll.��l� -�fY:�-ii�__ i�.l�__�i,.�i,�i.,lli- -,��i = ��, �1�. ;�I 4 i- i. �d�,i,L�. �1 0 ! i. :.i:r. �:I ! i. ,i� i��.. ... �c i ri��:.ilcJ ,. q.�„��i:..7. I i• I'�i�i• .: � d�.�; L,�> > Lr u�. i•� il. u�, ��.�.ir:�,l I,�- ! v i�.:.. .. iln� �.� �.J •. i�, clia i„I I i- H, _ ISSUE DATE flRAWN BY CHEGKE� BY 5/27115 SVC M,IS pFWWING T[TLE: FouN�ATioN sECT�oNs CER�IFIED BY: �1`,"`R�tiuuurirK � r � y'��� �� .....,y ; ` j�Q�sT��G : �: = � �ldi�gl i r _ • � • c r.� � � � srA�n:o� : ,�`: . ,c,�.;.,�yA�r;.f �; %- --.....• ,: �''��NOtNAL�n«�.�',,`� � ' s{'t�.�v DRAWING NUMB�R s3o 1 PRO.iECT �IUMBER � 5O1 V - --- -. --------- _.� ____. _ _ _ _ _,. 3617 PATI'ER AT ALL END LAP SLiPPORT PQINTS AND BUI�ClING ���i�n�-r�R (o�v� w��� PER 6" PARAl1EL TO DECK SPRNJ � (10} SID�IAi� CQN�VECTIONS (#'lfl TEK SCR�VIIS} BETWEEN EACFt BEAM, TYPICAL 518" DlAMETER PLiD€��E WELQ AT 6" O.C. (Tl(P) 36R PATt'ERN AF ALL - � � ���� `��'' fMTERM�k]fATE SUPPOi�TS g N�T�S: 1, END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 2, W�LL7 THRU MUI.TIPE.E SHE�7S AT ALL �NDS RND SI�E UaPS. g, DECK UNkTS SHALL BE CON7INUOUS OVER AS PufAf�Y SPAhlS AS THE STRUCTUI�AL STEEI. LAYOUT WILL f��RMfT. TYPICAL RC)OF DECK FAST�NIN� REQUIR�MENTS r�r's 4l,OCKING �[dER CLlRBS V4LLLUi/Et7E / ` \ �G� `���=1/Y' ` 1NEB M�NlB�A tdQTES: 1. 7N[S DETAiL APPLIES TO TOP CHORi] SUPPOR7�C3 CONCEf�Tf�AiEb LOADS THA�f OCCUR MORE TMAN 4" FROM PANEL p011�f�. 2. FIELD WELD CONN�CTIDNS FOR NEW WEB MEMBERS IN RCCORC}ANCE WIiH SJI SPECIFICAii0t�5 3. SIMILAR DETAIL SHALL BE ll5ED �UR 80TTOM CliORD SUPPRO7ED GONC�AIi'FiATED LORpS. AiVGE.�S S#-lALL EXT�ND TO i`OP CHORt3 PANEL POlM", TYP�CAL J�IST AND DECK RE1fVFORCE�/IENT `7'�{11 � �f�oli �.F 1/4" BENT p1..ATE CON71NUDi1S � TYP�GAL RODF DECK EDGE DETAIL 1" =1 `-0" r., �,,,v ,,. ,�,. �., , VLL. V V f V, TE : 1. FHIS E}ETAIL APPLI�S TO BOTT4M CHORD 5LIPPORTED CONCENTRATE� LOADS, P, THA7 OCGUR MORE THAN �4" FROM PANEL POiNTS. 2. Fl�l.p W ELL7 CONN�CTIO�dS FOR N�W WEB MEMB�E�B IN ACCORDANC� WITH S,1i SP�CIFICAT[�NS. TYPICAL J4�ST AND DECK RE�NFORCEMENT { I�11 ^ � I��IF � 6�–�" MAXIMUM WELD C5 TO M�CNANICAL HRNGERS �y. ��� O� U[�IT BELOW 3116 JOiST CHORi3 ANGtE,'F'YP CSx6.7TYPICAL ''j.+ r— �---�_____��—�_____...,,—�___ ^�--��____.-.^--,--" 1 i 1 I C5 i C5 � ----___---------------------_-- i I — ---------------------- � WELE3 AS g �,j v REQ'[3 FOFt ¢ HA[�K'aER LOAq � ! (COORD) � 3h6 1 � A I 1 A I 0 HAt�G�R Ft0[? AS F�EQ'D BY MECH C5 G5 COM"RACTOR � t � �f �� �� .iOIST PER �� �� O� 5001.8 MAX1MLfM � ALAN, TYP HA�JGER LOAD {EACH MEMBER) 1U'-D" EUTA)CIMUM SECTI�N A-A TYPIGAL PLAN TYP1GaL HANGING MECHANICAL UNIT S�PP4RT � �I�Ai1�ING �`1 __ _ - __ __ - 0 EXISTING JO1ST BOTi'OM CWORD iST BOTi'OM — PANELPOIM' SECTIQN 314E# = � F-o„ TOP CHOR€� �F JOIST SUPPORTfNG 8TEEL ROOF DECK EXISTING JOIST t i i OPENING 3116 � ANGi.E Ff�AME COPE Al�CiLE AI�ID FIELD W ELD TO GUSSET PLA�E `— 318" x 4" x 4" �'E.A�E � 1I4 �czior� x-x x 6'-0" MAXIMUM SPAN t � i JOiSiS SUPPORTING i � STEEL ROOF DECK i I I i L3 1/?aGi 1/2x318 i i (TYplcAL) i i i ;i i i X i i , � i �� � i i OPENING i PROVIDE ANGLE FRAME RS SHDWN FOR Oi�E[�WGS �2" 5Qi1RRE OA iARG�R. V�RIFIf SIZE AiVD I.00AT[ON C3F OPENf[�GS WI7i� THE MECHANICAE. CONTRAC70R. i i � � TYPICAL R4�F 4PEN�NG FRAMING - AT EX�STIR�G 118" = 1'-0" EXfS7WG 24" J015T' I FtELD VERIFY a COORDfNATE ELEVATIOM1� \`��§e WITH ARCFi. DWGS. AND PA�ii'IiiQN SUPPLI�R `�` �° . . I L3x3x114 (TY�) AT �ACH JOIST (P�OVIDE JOIST REENFQRCEME[�iT PER 615520 IF [3QESNT OCCUR Ai f'A[��L POfNi'). L3x3x1/4 i0 BOTfOM CNQt�t7 PANEL pE3�NT (Al.TERNAi� SID�S) C6x6.2 HA�iGING PARTlT101V SUFPORT. COOR�iNATE LEiVGTHS, LQCATiONS, HQLE 51ZE AND SPACING WITH SUPP�[ER. SECTI�N 3r4n - � r-o� . .__ __ . --- , � -- -- �- � -- . � , � � �' `;�' r s , r � � I C S � �rchxtects ARCHI'IEC'iURE • IN'I'ER10R DE5iGN 883Z Keystone Cressing � lndianapolis, II� 46244 hfatn 317.84B.7800 • Fax 317.574.0457 • esainc.net Fink Roberts & Petr% lRc. Sts-uc�u�� E»�ln��� 94d9 PrlcrtEy Wey West Dr., SEa 200 !ndl�napo!!s, /ndl�n� 4B268 0� � �a �� OQ STRUCTUREf�OIN� �� AM�RICAN STRUCl"UREPOIrfi, INC. �ifi7 �FLUc.MU � AIIpV n':u��aa':us, iv.i�v: s;.:E ,••r} :�.-s��: �RQJECT: SCOPE �RAW[NGS: T•rcn .1r�.x'•�:s i��1'er.1: :In 1e•nral tec�e rl :•m p•�;set ir f�•ns �' r.t'i•rtlr:.i :t•<iSn rrn:�5•. Ir r.ir�•si:ie r.f .te 5.ild'�i�. Ifiy r.uJ�• cr�i.neli•J el-•,euSe u�d : n ly�r. cc �s:��tr��•:r. ��•::r��.�:i r�: a�_: ��C�r r,sc.,�:. I T•t d•�wir�s G6 "��. !iL[S9:f"I} ind�tcl: ,,r dpseriLn cil w��< �ey.�''rc Ir lull �riir�•icn:c cn] cur�frlic�� ..' tie . «qi•cr.ti-5 �S ;hc :�rlr.vr. ' � • lhe tr.;, rl t�is 57•i-n:l ::rpr ''ri::rec a• res_�ted, �, -hr. ••cr.a •rH•ir•r.n �hr.ry ' rr's� rlk `srs •:��i •�.e f�• •Ya i F«�er xeec�.li��i u1 ccr�ln.icm .: lhe wura. iSSUE DATE t�RAWN BY C}iECKED BY 5f27f�5 SVC MJS ��awin�G �in�: TYP�CAL ROOF FFiA�ING DETAILS F I n�aw�NG Nu�nsER s52o � , PROJECT NUMBEA 150� 8 � ,, ' r, REMOVE IXfSTiNG ROOF i�EMBRANE, (NSUTATiON, COP[NG5/ GRAVEL Si4PS, El'C. IN TEtEIR EM1RElY �R�E�M�O��I+i� IXI1SCIN{�G QItLLlS.] 1. �S�L�!'1.71 CRN BE CLEAI�Ep AND REfJSED AS N�E€}ED :� � i'OP OF PARAF� +i 5'-0� REMOV� EXISTING WALL. CONSTRUCTION IN f�S ENTiR�TY TOP QF SiEEL T � G��nf� L �� d�n � ��e � n�a � n�n � ��� � ��a � a�a � e�c � a�n � � a�a , + 6�n � ��n � e�n , ��� � ��� IXISTiNG COLUMNS, � ��n �. BEAM5, ROOF FRAMING . � a�� Ai�1D �ECKIiJ6 � e�d � ��a TO REMAIN iNTACT � � ��n . � ��d , �,n � ��� �� f�i I .PY I ! e9 I I ; ;; ; 1NSTALL�..NEW EXTERIOR GYASUM ;'" ' BQARD S�-fEAiNING (06 9 6 53) IXI5�1{�G CElLlNG ��� � 4N EXTER�OR S1DE OF D(EST(NG �� 1����� �.: � IN�fERiOR WALL T4 PR01ECT 7EI�ANi' ; pq ; SPACE �URiNG CONSTR!lCTIOPt � oo � 7 !0 1 . I1 ip 1 � � �� � REf�OVE EXISI1NG STOREFRO�fT � •• � 1N RS Ei�'1St�lY � .. � i �o i I ce I 1 rtn 1 � oo i D(IS"fING WALL TO REMA[N ' '° ��d� I i n i 1 R� 1 � .. � i eu i 1 pp 1 i oo i i aa i 1 pp ! 1 i0 1 � i �� i I tlM I � � aq � REfAIN D(i�71NG � ou i �VU��A�VI'1'.if+��' � '° � AND CONCRETE [1�1l.ffY 1 pp I � � a VAULi`. REF. SIRUCTURAL �, a - - -' DRAWI4�GS , �. � � �, .. �� .. . . .. . , �I �•a .4 �.N. � ...` . +..da • ' ' � 1 .�. :' 4 � rT f'[,�,-';1� � I ' � `�`�°'` '" � � �- - -i i i- - - �- - � °i ' ' '_' ,II I--:! II ��`�1� .A -1 1 1' �'`� �.�' _'[ [ �J i I - '`:�'.`% �d•� -� - - -� - - -� .: „ � . • �� • -^- --- -- � ��� � EMOVE NG � -�•.;.� �,-����---���---� IXESIING FLOOR SLAB �� �`�';;,:;:. ' �' ' - = - - - - - - ' - GRADE AS REQ'D, �� �'�:�.•a. . �.�, ,,,� �� ";,�.,:�:, �,;,.; .:4 •, .,,. ' _� < <_ � �_� , �- = _ : �y REFERENCE CMI. TO REIulA1N 1NTACi � �� • � � � � � - � �i -��'.;��r � � . ' �- - �.� � �- � ' E �- - -+ �RAWINGS � � � =.� . _, ; �= - _ ;: _ :, � ; � • .8."�. n ><� •':;•'� ' i i o-- � i I- -'-t i�1 '•�F.-• i� iTi� i7i�...�F �I -..,; :'Sx:� .y'?, . . � ` � � � � 11 :..�r�:,,,;�..+r 1- ^' 1 I I- =-1 1 1- =�� • 4�Y :' . .•.: . ` ' i i i i � �� � i' i � � � . �f �� -0 _ ' _ " ' _ ' 11 Y r�. -1 {{- ' 1-1 1!• --1 I 1� .,;; ,.,.,F. � �4;'.,: � • " - E f_ � =�1 I 1= _ =1 I 1- = '� �RST FZQOR ... .,. •:,�_ �.�,' � f I,�, I I I�� � E I I_� � �� � A � i A _� . . ' - e ae ' :+ � � . • a ' ' ' \.� . 'I �. :. .. . '�• d +:��1.:�•�'.`.� _ � �'o� �`�� � g�e.:a�e.. :. :.$�. � �$ � : .. ,.:i. . - �- •�:l i�rIl I ^l l I= Q^3�9 �4,Y�5y�,!�.4�Y�5y�,�+ � �+ ��.�`.1.:" .°n �".oO`Oe° `V'• o$ =�II"'� � -ad`V "a5 : .v • < ..a.. .I I-I I I^I I -11 l�l I I-1f I f�i I-1 I 1=If ! f = �� �� : I-I I I-3I f I� ��� 1�-�I I I�_I 1 1�1 1 I�f ~`':5v,\r�-•• . 1- ' f 1 I� 1-I -=! i l-1 I I^I I=! 11 =,y`� -_ ��e� I I! = I I I-i ! f= I I.4 . :� .. .��'� �. . -a.��. �.�: � ��:� _ ��r�� aisn�c = I 1-1 I I .. .-q�..-..,a.� ���=�:4 :�.� ���° �: �:'�' I I II[.'� � � II FOOTING, FOUNE}Ai74A! WAI. -'I I I=E i f=`e. .� --4,.= . �.� �' .. ,� •.,�;.:.: : . . : �;,� I I AND CONCRETE UilLffY " �` � = �' VAUL7. REF. STREIC7URAl. . .�a,;: . a�. I :•A,..*. S , • •.p I^ �� DRAWINGS � I � �� � �� ��� AD4D � J[,lV-G: 3,�w = � ���� REMOV� EXISiING ROOF M�MBRAA(E, INSUlA�ION, COPINGS/ GRAVEL STOPS� E�C. IN THEIR EIVT[RElY pR�E�M�O��V+�E- IXf�S�T�]N�G L7f'7LUYJ E. �1LLl1J 1 CAN BE CLEIWED ANl� REiJSED AS NE�DED � -r_. T0� QF PAAlZAAPEf� P f i 5'--p" REt�OVE EXISTiNG WAI.L CONSTRUCTION IN 1TS ENT[REiY � A. / �i- / _. m� � � � ��n 5eJ ��17 o�a�m�°�°$°0°��°98n��a8m�o�� e�➢o�Ja ��'09 �a $�o°a� �. ��q p�� 'a e � � '� � � a 'e � � � � a a e e � � a � ��d s����� R v a e s e� s a � a� a e ��tl a ���H����asa���:a �a���� a�� � �a e�d �'tl i0P OF STEEL� ! ,d'n r� ��d '�'� Li_^a �6in L i g�'n � H�� � '��a � d�tl , ef�6 � ��d � ��q • � ��n � 6�n � ��n ! � 6�a i � e�d � ��n � ��d � d�a � ��d EXI5il[�G COLl1MN5, � �,tl 6�4MS, F200F F�?A�I[NG � ��d Af�l� ��GKfNG � ��n i 6�p TO RE�IA[N IMACT � � ��� � ��a � t1�q , ��e �� h�r,Fi I RIE I I ;`o ; INSTAII NEW EX�EREaR GYPSUM EX E ' "° ' BOARD SHEA7HING {O6 � fi 53) IXIS�ING CEILING � a� � ON EXTERIQR Sf�E OF D(15TfNG EXT TO REMAIN ; o,� � I�TERfOR WALL �0 PROiECT �ENRNT ' °" ' SpACE aUR[NG CONSTRUCTION 1 Ilp I i nu i I i[tl I � i ua i � u� � REl�OVE IXESTING STOREFRONT ' "�� , IN iTS EM1REiY 1 p 11 1 i oi� i i urt i i un i i nu i D(ISTING WALL TO REMAIN ' "" 1 1tp 1 � i rto i 4 11➢ k 1 Gll 1 i on i 1 ql[ 1 i ou i I un I I !tp 1 1 11 N I i un i r un i I i ov i 1 p!t 1 i art i i un i i nu i G�a , � �� REMOVE EX15i1NG WALL �� a�Y::;;�� COI�STRUCTION IN ITS EN'fIREIY �I 1 `�.Z� „ .�_ ��f� �,.µ �- il ��.:.s��r;�;� � �. r1��=�^� i �� .�z :. �, y_i ri i�' --i � i- -~IT f_ 7 � �!''..'� ti '-- -- j 1 C,.''S� 5:.4 _. `� f� _� .�_ __� � i S S 4� y „ w.. i� r �:_":•:�_;.;, �_ _ _i i i_ - _i i i- _ _� � � +r :c: ;. � ; � �-��•,�.d��. �. , ;, _ _. : ,: - : , ;_ � � RE�IOVE IXf5TiiVG I zy;.. �; ' � : 11 1 Gr^:3�5�=.'4?�:` �� � 1_ .. �I I I- �-1 1 1_ -� '� IXISTING ELOOR SLAB � �-'= • • � � ' ' " = GRA�E AS REQ D, � i r ..; �..,� ,:, � _ _� „= - ', , ,� i0 REMAIN IIV�ACT �� ' r��:��= =:�`�',,� , - � � �- � '_, � �. - , � � REFER�NC� CML � � � -���_�::._� � �tE < i: _ ' � � � � = � � � �� � flRAWiNGS �i x�•i•wv:...�, �7�� -.i� �i"� 1� ��:.�.�.�.����' ' � ' �' t c:-f3`�.w �::f �' - '� i �_ � �`i � �- - 'i i � dl': � I I �� �,.jti: r..a\ yd �: i:� i i i� �� � i. � 1 \ ���'.w � � ` r •'Sr i w: �•�'++ ; �I 1 1- � -I { I- - '-I ! 1- -� �� f �('�':!":'ei+:`•:!.t�:= "'--'-,-!� -�'4 I� . ��.�:"' � � � . � ����---� � �---� � �---� �� �� ��:=��� w•w:� � � F.-::�f:-;�.:;�iii=__iii'='iii=� <�:.. v` ,;, � e FlRST FLOflR . •• ' '�a�� '�. C.5�1.':i�`,v��j LiF���t���.��������1 - � �� . . . . . �.., :�..a �.. � : :1'; �i5��':,.>.,� _ o -o .• _ " . _ . • � . .� _ Q ,•' � ��.�.ar i._ a. . . . . . . . . =�� �-111=111:;-:'.���.:�:��:�:�:���_ .-;. -� � ��-I ( I . '�'�...�,a.� i+. �. I I l�� 1 I�•4•. *� ' +a � f I 4 , "• _ .� I ��� 2 � � � �' AD401 sc�: �/4° = t,_aA REMOVE IXiSi'ING R�OF MEMBRANE, iNSULATlON, COPINGS/ GRAVEL Si�PS, E�'C. !N TF{EIR ENTiRE�iY FiEMOVE EpX�f�S�T�IN�G OALL/1J1. L�6FiL1_!''a7! CA4�t BE CLEANEQ �lEl REUSED AS NEEDED TOP OF PARAP�T +ts-a� RE�EOVE D(15T[NG WALL CONSiRUC�ION IN ITS ENTiREiY TOP 0�' STEF1 +12'-2" n �- i d�8 � �,n � n�B � ��d � �, a � �, a � e�e i n�n � e�a y , a,� � n�a � e�n � e�d t ��a � �, a IXiST1NG COLUMNS, � ��tl BEAMS, ROOF FRAl�IfNG � ��tl � ��e AN� DECKING ' n„' � 8�n �to R�N iNrAcr � � 6ia � e�a � - - - - - - - , G�tl � � ��d ---- ------- ----� - ---- � -------------- ---�--- ---- ; ��i � f OQ 1 � l Aq 1 , � � .n � � i �a i , � .. � RE�IDVE IXiSTfI�G CEI�ING ' � �� � , �Q.� IN IT5 EN�fIR�il' ' ` °" ` � r co � , �o�� � I MC 1 i i �a i � 1 ■b 1 , � � �a � RE�lOVE EXiS�ING STOREFRONT , �a.� ' ` `� ` IN iTS ENTIREfY 1 p■ 1 � { 07 { � I eR [ �EMOVE IXISTiNG COLUMN ' � p� � i i �rt i WRA�PS IN THEIR EM7REfY ' ' "" i i �a i i � i u i � 1 p� 1 � i o� i � t os � � l G■ i � i o¢ r � 1 Rp 1 � I �C I � i �a i � 4 IIN 4 � i u� i � I i n� i � 1 Np 1 � E uo � � [ OQ { � 1 NIF 1 � E�.a � , -� ���' ��MOVE EX(S71NG WALi. � �� ,� `-• ��' i � CONSl'RUCTION IN IT5 �I�fIRE[1' � �� � �"•�'�� � � !� 1� L t Y' � �, _._ _ �:� � � � , �•'� a .r' *�.yl'- rT-I T;'�-: � i � �� ..e �! ��Y :i � i �' -'I i i- _�I�'I :7 � '� 1 �:�.'ri��=�i.;v ; _! 1 i i! ��� i i E f �^ �9 � i I � .«+'�t:'`..; „'1 �" ' -� c �- - -i � �- - -� � ' <': � � � ; :� .;... y �� �, � ;, - : ; ,_ - _, � ;_ , � REM�VE D(I5�1{�G .: •rr ' �.:c?�.i � � i 4}- 6'a_i 4'!: �� 1' _''� I I� �'1 I I- t EXISTlNG FLOOR SLAB ; �i t• ►_�Y�;�G.., v;:� r--� ��- --� ��' --� GRADE AS REQ d, TO REMAIN fNTACT �+ � r:"�� `: -`">, ' - _� � �. - -� � �- - _ � � REFERENC� CML � � .- - -- - -,� s .: -<=;,ti � � � �:�,� ., :. _ #� < i- _ '_� � �_ _ _� � ��. � DRAWINGS 11 �� y;� 1 � 1� L'Y:•:•Y�..' 'k�,.�r � i_r . ._ . .' ' ' �� � � F ' �� `+�'l.: i L - '1 1 1- Y ,-1 I 1- � �-1 1 � I I � • _. 5, -• 1 +�•SF���+.'�'� �� i i� i i i� i i i' � 1 ' � � � � 1,�:54ri �: �'.,`w��,i 11 I 1_ _"' I I' �'l 1 1... J � �� �� �i��++:.'���� � "' � ... -f � �� s �`"�'-:•a �'` i- - -i i i- - -i � o- - -i i � � �' '=��``�. '<•� ,, , , + F>' ��°,;:<�:; �i i i' �'=i i i, ,� i i i= FIRST F100R _ J . • _ •�a�; �,. K:S•';`'=�+; �ifl����ll����l�_�i' . (�� . � d q .. �•�1 J �C'1�.�t::.`,�`��''�''`�� ��V • ..a _ _ " . _ . • a . . _ < •' .. .-.r. s� . ..-1 1 � RE7AEN EXES�ING � � �-� � �-� � � �" . � �� . ... .� � - . • � � FaonNc �wQ =I f �=I I I . .. . -4�. . •�q�. �':.:�.: I I I= Po��ar�s a� =l l l=i I I ��a. '� : �, . : � . ..d:. . �'OU�fDATiON WALL, I �� ° � ��:'. � � �'A� I� REF. SiRUCTURAL DRAWINGS I �� � � � � �' AD4�1 sc�: 3/4A = �'-an RE?AIN IXISTlNG FOOTIN� A�ID �ORTI4�iS OF FOUNDATION WWl, REF. STRUCIURAL DRAWiNGS �� ���� DMSIQN 1 - GEN�RAl. �tEQUfREMENTS 01 10 00 1HES� GE�I�RlIL NOTES ARF� 4RGAN�Z£D BPSE UPON TN� CONSTRilCT�4iV SP�CIF(CAT�ONS INST1iUiE S 33 DIVISION F�RluIAT. TH� ORGANIZA�[ON OF T1iES� GENERAL NOTES INTO �MS10NS CONFORMS IN GENfRAL �lIT!-I 7H� PRQJECT MANUAL PREPARE� FdR TH1S PRQJ�CT. DMSION 2-- IXIS7ING CONDITfONS (NQT USEQ) DM5i0N 3 -- CONCREIE 03 34 OD.A CONGREfE SlAB (ON VAPOR BARRlER). Q3 3p OQ.B CONCRElE FOUNDAi10�! WALL a� 30 oa.c CONCRETE FOOiING. DMSVON 4 - l�ASOf�RY 04 24 OO.R FACE BEtiCK. Q4 20 DD.B FL�(IBL� AlVCHDR W1 TRlANGULAR TIE ��6° O.C. VER�ICALLY AND 1 fi O.C. E{aRILIM'Al1Y. ATfAGHED QIRECTLY T4 I�ETAL S7UDS. Q4 2D OQ.0 SEL�-ADHfSiV�, FLEXiBLE SHEET FLASHING. 04 20 QO.D �tORT NET. U4 20 OO.E WE�P�TiLATOR LOCATION. SEE SPECIFlCATI4NS FOR NEA)C. SPACING. 04 2Q OO.F TERMII�lATlON BAR. Q4 20 DO.G 8x4xt 6 NOMII�fAL NORMALWEIGHT CONCRE�E MASONRY UNff. 04 20 OO.H HORIZOMAL JOIN�f REJNF�RCING AT 96° O.C. VERTICA�Y. o� zo ao.� c�our sau�. 04 72 OOA CASi ST4NE BELT COURSE. �M510iV 5 - MECALS 05 12 �OA STRiICTIfRAL SiEEL FRAi�dlNG M�MBER. REF. STRIJCTIJRAL DRAWIhiGS. Q5 21 OOA S"fEEL JO1ST. REFEREiVCE STRiJCiURAL DRAWINGS. Q5 31 OO.A STEE�. ,�ECKING. RE�ERE�lCE STRiICT�1RAL �RAWlNGS. 45 �4 flO.A 3 5/8 S8 GA. STEEL 511�i1S � 1fi O.C. CftOSS BRAC1�lG AS REQ'a. 05 h0 04.8 6� 18 GA. STEEL SiUDS � i6 O.C., CRaSS BRACENG AS REQ'D. �5 40 OO.0 18 GA. CL�P ANGLE. 05 40 OO.E ADJLtSTAA 3� E G�AI.VANIZE� S�EL�"Z'��SIIB�jR��S BRAC[NG AS REQ�D. 05 50 DQ.A PAfNiED ST�EL CHANN�L LINTEL. REFERENCE ST�2UCTURRI. DRAWlNGS. 05 50 OO.B MISCELIA�JEQUS STE�L �E�REN � SIRUCTUkZ4L DRAWit�G5. 05 5D 40.0 1/E �iCAL LADDEft W 1 2 x2 1�2 FiA� BAR RAIL�S 18 APART W/ 3 4��IQA1-SLIP R NG A7 �,2 0. .,A�' LEAST 7 CLEAR FR0�1 E�VALL. ANCWQR WfTH 1/2 x2 t52 L-SHAPED F1AT 8RR AT 5-D U.C. MAXIMl3�l. 05 50 OO.p 3/1 fi" �iiCK STEEL Fl.AMER HOX WiTi-i POWqER COAT FINISH. �MS�Of� 6- WQ4t}, PLASi1C5 AND CQMPDSfi�S os � o aa.� TR�ATEU W�OD B�OCKI�[G/NAILER. FIR�-TRfAiED Ai ALL PARAPEfS. fl6 t� OO.B WOOD BLOCK[NG/NAlLER. 06 10 OO.0 W(�D SHiM. D6 14 DO.D 394 ExTERfOR GRADE PLYWOQD SHEATHING. FlRE-iRfA1ID AT ALL PARAPETS. Q6 1� QO.E 1/2� FfR�-1REAiEO PLYWO�D S€fEAi'E-IING. 06 16 53A 1/7�," EX�ERfOR GYPSUI� 80ARD SHEATt�ING. O6 4Z OO.A 3/4 W�D PAN�LiNG. O6 �2 00.8 3/4p WIX)D PANEL SYSTEM BLOCKiNG. O6 42 OO.0 3/4 WOOD REVEAI. SPACER FlNISHED TO MATGN W00� VENEER �6 Gi OpA 1/2A THlCK SOLID SEJRFACE MAiERfAL. AM51DN 7- TNERMAL AIVD MOfSTIJRE PROTECT[ON 07 14 OOA D�MPPROOfiNG. 07 21 OOA 2 EXTR�IDEO POLYSIYRENE fNSULA�ION. 07 21 OO.B R--8.4 FRCEp SEMI-RIGIp ROCK-WOOL INSUEATiON WtiN ATTACNM�NT GLIPS. 07 21 �O.0 R-99 UHFACED GLASS FfBER BATT INSULA710N. 47 27 26.A A112 AN4] VAPOR BARRIER M�MBRANE SYST�h�. 07 42 43.R PREF�NISHED ARCHITECTURAL COMPOSftE PANEL 07 42 43.6 ALEJi�INU�I FLASHIt�G. PREFINISHEE7 TO MA7CH COMPOSEiE PA�JEL �7 54 �O.A MECI-�WiCA11Y ATTACE{ED TPO FLEXIB� SHEET ROOFING SYSTEM. Q7 54 00.6 R-20 POLYiS4CYANURATE R00�' 1N5ULA7�ON. �7 54 OD.0 BUIL7--UP INSl�LA7�QN TO ACNIEVE �QSITiVE DRAINAGE. Q7 54 00.� l.AP SF.Al�iNT. 07 54 00.� TER�fNA710N BAR. 07 54 �D.F COl1NTER FLASHING. 07 62 OOA METAL FIASHI�IG. D7 62 DO.B FLASFEfNG WIT�E STAINLESS STEEL CLAl�IP RI�fG. Oi 62 OD.0 PREMA{�iU�AC7i3REp AND PRE.�iNISF[ED ME�AL GRAV�L STQP AND �ASCiA WffW CONTINUOUS HOLD DOWN CIJP. 07 B2 OO.i? PRER�+iUFACTURED AND S�R�FlNiSHEi? MEiAL COPING Wfi}-t PREFABR{CAIED ANCHOR PLATE. 07 fi2 OO.E STAINLESS STEEL FLASHING. �7 62 OO.F' Mli�. F1�iISHE[} ME1'AL �RAIN BAR. 07 71 OO.A 30 x3B PREFABRICATED R00� HATCH. 07 92 OO.A SFALANT Wi7H BACKER ROD. Q7 92 �O.B SEAI�WT JOINT. Oi 92 OO.0 ISOlAT10N JDINT WiTH PR�QRMED JOfM' FlLLER ANq SEALANi'. 07 92 DO.D WAT�R CUT-OFF MASTiC. Q7 95 i3A INTERIOR EXPAPl510N JO(M'. �7 95 13.8 C0�{PRESSfBLE PRE�'ORMED SfLfCONE IXPRNSfON J01NT. DMSION 8-- DODRS AND W[NOOWS OS 1 t OOA STE�1 [}OOR. 4$ i 1 OO.B STEEL nOQR FFL4�IE. 08 i 1 OO.0 GROUT 8Y QOOR INSTALLER. Q8 i� OO.D AI.UMINUI� DRIP E�GE. �8 1 h�OA PREFfNISHED FLUSH WOOD DOQR. 08 41 ODA ALlih�li�ll�i 5701iEFR04�T. PROVfDE dFFS�iT A1TACiil�Ei� C�1P5 AS R�Q'D. �8 41 OD.B ALUMfNUM THRESHQLD. OS 41 OO.0 EXTRIJt}E� ALUMENUM Sffl. OS 49 OO.D ALUMIhiUM BREAK�fETAL FlNISHEp ia MA�CW STOREFR�NT. OS 4i OO.E SHIMS Bl( STOREF�tONT SUPPLIER. O8 4i OO.F Slll FU�SHlI�G ANp WA7ERDAti4 70 MA7Ci� STOREFRONT. 08 41 OO.G ALUMiNU�i ENTi�ANCE WffH MEEl1UM STYLE DOOR. 08 41 OO.H ALUM[NU�! FLASHING. PREFlNISNED TO �lAiCH S�OREFRONT. os � oo.� ALIiI�INUM CURTAINWALL 08 44 �0.6 CUF27AININALL ANCH�RAGE AN� AiTACN�IENT �lEI�BER BY INSTALLER. ALLOW ��R THERMAL EXPANSION AND CONTRACiIOtJ. 08 44 OO.0 EXTRUDED ALUMINIIM SI�.l.. 08 44 OQ.D ALUMINU�1 BREAKMEiAL FlNISH�p i0 tuIATCH GUR7WNWALL. Q8 44 OO.E 5H1�iS BY Ct7RTA�NWALL S11PPLiER. 08 44 00.� S�1 FLASHING AI�1D WATER�AM i0 MATCH CUR�AII�WALL.. 08 44 OO.G i INSUiATED MEi'AL PANEL FINISHEQ TO MA7CH CURTAINWRLL. OS 63 OOA P E�iN1SHED ALU�lINEiM SKYLIGHT, iRIM AND CURB. OS 8D QO.A 1�4 CLEAR TEMPER�D GIASS. OS SD OO.B 1 i�ISIiLAiIt�G GLASS - REFERE�lGE EI.EVA�lOI�S FDR IYPE DS St 13A 1L4 L(i1N �R�N BACK-�'RtNTE4 6LA5S. OPAGf-COAT FIN15�! nN SECOND SURFACE. QMSfON 9 - FINiSHES 09 2i OO.A 5/8� �YPSEIM WAL!_ BOAR�. os z� oo.B ��/s X 2� cA. ��r� sn��s � isp o.c. UNLESS NOTED OTHE�WISE 09 21 OO.0 2w 1 f 2" x 25 GA. METAL STUDS � 1fi' O.C. UNLESS NaiED 4THERWfSE 09 2t �0.� 6 x 25 GA. MEl'Ak. STU�S � 16 O.C. [1NLESS NOTED OTHERWiSE. 09 21 OO.E SOUND AiiENUATION B[.Ai�1KEFS. 09 21 O�.F �I�TAL STUD KICKERS A5 REQUIRE�. 09 21 OO.G J�fOLD EDGE iR[M. 09 2� OO.H 5/8� �XTERIO� GYF�SI�M S4FF1T BOARD. 49 21 OO.d t/2 �tEV�AL OR F� �44LDING WiT�i PR�Flf�{SHEi} 51�fAP-4M R�VF.AL 09 21 OO.K 3 5J8° x 25 GA. METAL SiU�S � 16 O.C. IJI�LESS NOTED OTHERW[SE. 09 3Q DOA PORGELAlN i7LE. 09 54 DO.A ACOUSTi� PANEL CEILING SYSTEM. 0� 91 OOA PAlNTED F�NISH. DMSfON 1Q - SPECIALIIES 10 73 1fiA P�ZEMAfEUFACTUR�I] �I��IUM 1REWS WI7M MIN. 4'X8A COl.UMNS, 2 X12 BERMS AN� 2 4 LA'iT1C�. tQ 73 16.8 PREMANLiFACTIIRED METAL CANOPY A�ID ATTACH�lEM: �MSION �1 - EARTNWORK 31 20 OO.R F7idISW GRA[)�. 31 2Q OO.B URAItdAGE FlLL. 31 20 OO.0 COMFACTED ERRiN. DMSIUN 32 - EXTERIOR IMPROVEMEtJTS 32 13 9 3.A GONCREIE SIEIEWALK. � � :� ' �:, r s � . r CSQ A�C���eC�.s axcrz�s� - �xr� n�acn� aa3: x� c�s- �ot;� ua �nz�o ]4f�rt 327848.7800 - Fcx317.57fA457 - �soinceet m m+� � � � N �, �,.+ C[RCLE �ESIGN �ROUP, ENC. 5510 5. FAST STREET SURE F ir�ou�ous. i�ov� aszz� (317) 781-6200 �-� _.� �,� , . t�- � >,: ^� � .��;� ���' � y �� � . ���� i� i � !"'? ° I q�ii �r¢.�rg�ac.:S`.�ra� cLa��;r�-�t3�s�,�'�-.� FINK ROHERS & PERTIE, iNC. 9449 PRI6RflY NfAY WEST �iNE, SUffE_260 INOWl4?OUS, INDWNp 46240 (317) 872-840a ■� (� nraeR�r.�N STRUGT�REPOI �NT AMERICAH STiiUC7UFiEP01N7, IF1C. 7260 5FL4�EW7E1 STAl10N INpU1JAP0lIS, IN�IANk 4fi256 (317} 547-SSEO pROJECT: SCORE DRAIAi[NGS: iheSC CrCw�r+g9 ind��attl thc gencr0l SCoaC of Ihe project in tcrms of orch�Ycclura! deslyn ,. conccpt, thc d��enslons o[ lhe 6uilding, thc mojar CrC�+�fec[urcl clemenls ¢nd thc typc of sYruclurpl, mecf:anicol entl e�eclricel systems. Tne drewings dQ nof necessariiy ineicale or ticscrihe nll wark requlred lor fuli perf0�onec and completion al the �cqu�rcmcnls ol thc ConGcck. On thc 6osSs af thc gcrtcrol scope ind�cafed ar descri5cd, lhc Ifodc GpnlrpC�ors sholl fumish pll i�Cms rCqu�rcd {or thc p�aper ezecui�on end complellon of fhe work. REVIS[ONS: 1SSl� DATE DE�Al1�+I BY CF�CKED BY 05/27/75 dCC ARH DRAWiNG TITLE: DE�OL�T��N ��4LL SECTf�NS C�RTIPIED BY: ���c, ' .91F� k , -/ •l� � « -• �•I� Na. ARi06000� $�A,� � �.�C Ht DRAWING AfUAABER PROJEGT NUAIlBER 140 � .4 � V � I � E f �J � I F.5 — � I I C�- - � 4 � �oi � I I � 1 I D.5 — f I � A.4 — � � � f � � � � � ,. ;. �� _ ,_ _ � 12�—s" �, � 2�—FJ� � �� � ' ' � .; � �: �: x;. 5CALE: 1/i6" = 1'-0� I' m �EE A202 � . _ _ __ __ -. 1�2'—fi� �2'-6" . E L T' A. A� OIME�lSIO�lS ARE Fl�O�! FACE 0� STUD, OR FAGE OF �lASON3ZY. ANY p�t�EN5lONS NOT SHOWN OR D�EMED QUESiIONABLE AR� i0 BE V�RI�iEQ BY ARCHIT�CT/DESlGNER. �0 NOT SCALE DRAWINGS. B. RROVIDE WOOD B�QCKING SUPPORiS AS REQUiRED FOR Al.� SURFACE MOtiIVTED ITEMS. C. COORDENAiE WORK OF' 1'NIS �'RADE WfM OTHER �'RRDES. D. DaoR AND Fl�tE Nuh�BERs CORRESPONQ Ta ROOh� NEIMBERs. wF{ERE MORE iHAN ONE d00R OCCURS (N A ROOM, A SU�FlX �IAS BEE�d ADDED (I.E. 1UOA). SEE DMSIOtJ 500 DRAWINGS FOR DOOR 5CHEDULE. E. PROVIDE AlISC�LLANEptJS MEiAI SUPPORI' FOR AiL CEILING SU5P�IVDED iT�NES. F'. APPLY SEAi.A�fT AT ALL JU CTURES BEtWEEN 01FFERENT MATERfALS (1.E. STOREFROM' AND PRECASi�. G. APPLY S�AUWT Ai' ALL PLUMBING FIXTURES AT �UNC�l1RE WI7�-[ WALL. H. APPLY SEALMlT A�' ALL COUNTERTOPS AND BACK SPE.ASiiES AT JUNC�EIRE WCiH WALL I. ALL S7EEL 51'UDS ARE i0 BE BRRCEU ACCORDI�[G TO MAl�fUFAC7URER'S LIMmNG HdGHT L/240. J. SE� DMSION 800 DR,4W[NGS FOR FlN1SH PLANS AND SPECIFlCATIONS. K. ALL iNfERiOR WAl1S SiiALL BE MA�tKED IN P1RCE PRI4R 70 FRAMING �`OR ARCHf�ECT/DESlG�[ER TO REVIE4V. L ALL DOORS MlfSF BE INSTALi.ED WITH AT LEAST Ti-IE M(Nlh{Ut� A�WEUVERING CLEARANCE AT Tk�E �OOR APPROACH PER THE M05C CURRENi AIuIERICAAIS Wf�H DfSABILITIES ACT. �. ea���N w�s �� �ro �� w� �E �w?° -�. �wo �� Ta �a �'0 6'° ABOVE FUTURE CEIl�NG UNLESS NOTED O7FfERW15E. N. PROVID� TRPEREE} INSULAT�ON CRECKEfS AS REQUIRED AT AI.L ROOF MOUN'fED ITE�IS & MISC. FENE�FtATiflNS TO ACHIEVf �OS�11VE L�RAlNAGE. � �i ALIGN FINISH FACES. O IXISTING ROOF flRAIN AIV€� OVERFi.OW DRAIN. O�3ANITORS SINK. PROI�DE FlBERGLASS REINFORCED PE.ASTIC PA1�EL FROM �OP 0� SINK TO BOTT4�4 OF fAUCET ON BQTti WALLS AA[�JAGENT TO �E 51NK. PROV[DE 30" LOIdG FLEXIB�E F{OSE RN� HOSE CL.RMP. SE� PLUlABfI�G DRAWINGS FOR RDDITfO1VAL INFORNfR�ION. - O S�ul!—REC£SSED FlRE EXTiNGUISHER CABfNEi AND FIRE EXTENGUfSHER. MOUNT TOP OF CRSfNET AT f48" A.F.F. �5 ROOF TOP t�E�HANICRL UNIi OEt IXi-WUST FAN LOCATEO�f ON CURB. SEE ��cHaraic�. o�w��vcs �o� �nmow�. ir��o��ra�. O HATCH fNDICATES AR£A OF TAPERED INSU�.ATION i0 ACHIEVE POSfi1VE DRAiNAGE. Q7 R(lOF WALKWAY PADS. Q8 � 5�-0 ic15�-0" PREFASRICATED ALUMiNUkt �1(RA�#ID SKYLJGHT (5EE DEi'R1L 4/A102). Us C�NiER W,�LL ON WIiVDOW i�UWON (S�E �lE?AIL 2/A201}. 10 IXISTING 7ENAM' SPACE 7p R�ulAIN OPEaA�]OI�AL �'OR UURAiION 0� R�tOVATION. COORQINATE UiILITY OUTAGES WIiH 4WNER. � 1 f IXEST[NG MECHANICAI. ROOM TO REMAIN il� OPERA7[ON DURiNG CONSTRUCTIO� TO SUFPORT TENANT SFAC�. ROOM TO BE REMQVED OPiC� N�N1 SYSTEMS SUPPORTfNG TENANT SPACE ARE OPF�Ai�OfJAL. �2 NONn S�E1P RUhtGS A� i�2 0 C.1ATplEAST 7� CLEAR �ROM TFfE W��Al�4CHOR WffH 1/2"x2 1/2" L—SFIAF'EQ FALT BAR AT 5-0° O.C. MAXIMU�. 13 2'-6°x3'-0" ROOF HATCH. SEE STR�CTl1RA� URAWit�GS FOR EXACT LOCATION (SEE 3/A102}. �4 CA�D it�ADER LQCATIOI�. 15 R�CESS�D MNL C4LL�CitON UNETS. COORDIN�►� OPENING WlDTH WITH MIWUFRGTUREFt. f1�5iA11 WiTH BOITOM 5HELF AT 15° A.F.F.. 16 VEN[}ING MACHENE BY OWNER. 17 10'-0"x10'-0" PREFABR[CATED CURB FOR FlJniRE SICYLIGH% COVER CiIR6 WCTH 14� METAL JO1ST, 3 4" PLYW00�, INSULAiION APID ROQFING. COQR�lNATE FII�A!_ LOCATiON WITft OW ER. (SEE DETRIL 6/A102). � � NOiE5:1 — SEE REFLECTED CQLING RLA[�iS FOR CONSTREfCi�D WALL HEIGHT. 2— P�OVIQE I�OfSTl1RE RESISFANT GYPSiJM WAIl BORR� ON ALL �lET AREA WA�.LS. 3— PROVIDE F1�tE R�515TN� RAi�D GYFSU�4 WRLL BOARD AT ALL RATED ASSEA�BLIES TO 1�EEi' A55F�l8lY �EQU1RE�iENTS. 4— PROVIDE �IR� RESlSTNE JOIh�' 5Y5fEMS EQUAt TO WA�L RRilNG AT RLL HFAD AIVD FL4QR IM�RSECiiOi�S WIiFf RA1�U AS5EM6lIES. w� SEE WALL SEC�iONS FOR WALL CONS"�RUCTIQN. W1 3-5/8" 25 CAUGE METAL STUDS �16"O.C. ;� = wma �/s� c�su� w�u. so�� �c� si��. '� w2 3—�/a° 2� ca,uc� ��� sru�s �� s�a.c. — WCTH 5/8" GYPSUl� WI� BQR�tD EACH ^�� �, � 1 A SIDE ANE? (1 } LAYER SOUND Ai'TEAIUATIO{� Bk.ANKE7S EACI� S7Up CAVITY. W3 3-5/8" 25 GAUGE METAL STUDS �16"O.C. � -- wma �/a° G�su� w� �a,�ti oN� s���. Wq. 3-5/8" 25 GAUGE METAL STUDS �16"O.C. � —' W�C�i 5/8" GYPSU�A WALL BOARD ONE �� � �'� � SlDE Al�fD (1} L4YER SOUIdD AITENUATION BLANKETS EACH STUQ CAIIITY. w� 2-1/2" 25 GAUGE METAL STUDS �16°O.C. _•� �WiTt� 5/S" GYPSUM WRLL BOARD ONE S1D�. � GE � �L CEILI � �1'E� �. ALL WRLLS GO TO QECK RBOVE 11NLESS NDi�D RS FOLLOWS: � EINDERSiDE OF CEILING s� WALLS EXTEND 6A ABOVE CEl�JNG 2. f�GMS, DfFFUSERS, AN� SPRINKLEft HEAQS ARE ShiOWiV FOR LOCATEON ONLY. S�E �NGIN��R[NG DRAW[NGS FOR Appffl�NRL II�FORMR�E�tJ. 3. COM811+IATION COLUMN / DOWNSPOUT WRAPS EXiEND TO DECK ABQIlE. 4. Afl SUSPEND� ACOUSTICAL CEILINGS ARE T� HE AT-1 UNI.ESS �o�r�a o���wis�. 5. Afl CaLINGS TO BE INSTALl.ED ��8'-6" UN�ESS OTHERWISE NOTED OtV PL.AN. 97�. USG [�RLCYON CLIMAPLUS �982Z5 SL EDGE 24"X24"X1" CEILI�tG IN USG �INELIi�E �XF 9/i 6" SUSPE�iDED GRID AT-2 (FU3URE TENANT CEILIIdGSI ARMS'�RONG GEORGWV �17538 TEGE�LAR BEVEI.Efl EDGE 24"X24"X5/8" CffLING IN RRMSSiftONG SfLHOl1ETTE t/4" REVEAL 9/16� SUSPENDED GRID � � :'h:"t��:'':�5ri� :,h,�s'r„°:•";`�':'4:':��5'.-�.• {'iip.SU�l+i ���d Ci�u��l' 2' x 2' SkJSPENDED ACOUSTIC PANEL CEELiNG � WOOD C�IL{NG , DECORATNE D(PO5ED I�Ei'A� GRI� 5YSiEM �h `" � ' ^� 2' a '� k ��.� s .���� ��'v �° � � * r a �>: CSU Archi�ects ARCHi'FPC'NAE • INTERIOR UFSIGPI 8831 Keyawnc Crossing • Indisnapolls, iI4 �i6240 Main 317.848.7800 • Fax 317.i74.0937 • rsoinc.net mm�s��� ��� C�RCLE E3ESiGN GRQUP, INC. SSfO 5. EA53 STREET SUtTE F INDW�IAPOLIS, MpUWA 46227 (S1� 781-8290 ��:�a �:����`� � � ��'�, G� �os-��ass:cra� �'r�s�.:��c�r.� FINK R08ERS & PERTiE, ��e, 9449 Pi#ORIIY YiAY WE53 ORN£, SURE 200 crrow�rPous, FNourr,� �ax�o (317} 872-640Q �� AMEFICAN ° srRucruREPo��r ■ ANEERICAN STi?UCNREPOINT, [HC, �sso s�o srnnoN n+owu�ous, u�tov,� cszss (3l� 557-5580 PROJECT: $CQPE DRAWINGS: The�e drowingn inditale the ynneral acape of the prajttt in terms of archflectural des�gn concapt, the dimens�ane oi . lha 6uildPrsg, tha rr�ojar orchilecturol eEemenks and the typa . of siructural, mecharticai and electrical systems. Tne drawings do nat necessarily intlicote ar descriEe c11 wark required fpr lull perfarmonce ond completion oi ihe requirementa of the Controct. On the 6aats of tha generot scoDe ����catad ar daocriped, the irade canlrectors sholl Sum�sh all items requ�red for the proper execulion ¢nd campletion of the werk. IS81� �ATE �iAiN�i BY CF�CKED BY �S/27/1S JCC �- DFiAWING T�TL�: �VER�4LL FLQQR PLAN CERTIFI�D BY: o� � �� N�. AR10600079 8'tA'fE � 9�C Nt � DRAVIfiNGi NU�AAB�R s PROJECT NUMBER 14� 1 I i � 1N I � 09 2' 0.7 G � vv.n 80T. OF CE��NG SEE C�ILIt�G PLAAE B0�'. 0� CaLING �9 --Bp ,4.F.F. 21 OD.A 7 � IL� C�t i �L A222 sc�: � �/2" = i'-op ► �:, , ;_ �: � - • �: � i �� ■ '�w ►.!���I ' � . 4.95 i S I f D.5 � G.6 � ��RT� 09 21 OU.A �9 21 �0 B 09 21 O�.A �9 2 i 00.6 09 2t QO.E � N ' � ."' �- O6 42 OO.0 06 1Q 40.� -� f �� 09 2i Ofl.A 09 21 OO.E O6 42 OO.A 06 42 OO.0 J ��� O6 42 00.6 Q6 42 04.R 06 10 OQ.D 4 � ' � � � � � A222 SCALE: 3� = 1'-0" A222 sc�: �° = � °-a° �9 21 OD.A . (2 LAYERS) � �• -- 09 21 �0 K OR OS 10 00 B 09 2� 00.6 09 2i OO.E 49 21 OD.A (2 LAY�RS) �9 21 OO.A Q9 21 00.8 09 21 00. E 07 92 OOA 06 3 0 OO.B �6 14 00.� D6 42 flO.0 D6 42 OO.R D7 92 OO.A IGN D8 41 OO.G � ��� ������ ,d►222 SCAL�: 3� = 9'-0" 1N � 09 2� OO.A CQNT. RECESSED �IGHT, REF. E�C. DRAWiNGS _� ,�����i � � � � � � t � � r r : � �� � 1 � _,�� 1' 11 �� � � ' l�'�' �I �� _; ► .r ,�, 1 ` � ` i. - �� �� �� • � , ` � I' � �. , �� • �� �� - ' , ,� �.'I�, f . 1 1 1 �• �� � �� � � ,`� � x�> � � , Q�29�-f i �-�__-�--_--------,--------------� I � I I I I ' I I I E � � s; ; : � � � � �►;. i � D.5 � G.6 � � � � � � � � � � � A. ALL �1MENSlONS ARE FROM FACE OF S7UDs O�t FAC� 0� �IASOtJRY. ANY DfMENSfONS NOT SHOWN OR �3EEMED QUESTl01�lABLE ARE TO BE VERIFIED BY ARGHCTECT/DESIGNER. Dd NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQI�IR�D FOR All SURFRCE MQUNiID iT�MS. �• COORDINATE WORK OF �-fIS TRADE WITH OTNER TRAA�S. D. DOOR A�dD F�RME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE T'HAN ONE �OOR OCCURS IN A ROOM, A SU�FIX HAS BE�N Af}DED (I.E. fOOR). SEE DMSION 500 DRAWINGS FOR DOOR SCWEDULE. �. PROVIDE MISCELLANEDUS METAL SUPPOR� FOR RLk_ C�LING SUSPEPtDEi3 ITEMS. F. APPLY SEALJ�NT A� ALL..JUNCT1lRES BEIW�EN DIFFEREM' MAT�RIA�S (I.�. LJ NT STOREFRONT AND �RECAST). G. APPLY SEALANT AT ALL PLUt�BING FIXTURES AT JUtJC�IlRE WCM WAIl. M. APPLY S�Ai.A{�lT A� AI1 COl1MERTOPS AND SACK SPf.ASHES AT JIJNCiURE wRw w�. I. ALL S�EL STUDS ARE �0 BE BRACED ACCORDING TO I�A�lUFACTURER'S u�mrr� ��c� �/2�0. ,�. SEE DMSION 800 DRAWfNGS FOR FINISH PLAN5 AND SPECIF�CAiIONS. � ,���IIT�ECT�DE �� GN R TO R���KED IN PLAGE PRIOR TQ FR,4MING FdR L.. ALL DOORS MUST BE fNSTALLED WITH AT LEAST TWE MfNIt�UM h�ANEUVERING CLEAREWCE AT THE �OOR APPROACH PER THE MOSf CtlRREM' A�IERIC,�WS W(iH DI�ABILI7IES kCi. M. COLU�I�i WRRPS ARE TO BE WALL TYP� "'W'?" iYP. AND ARE TO D(TEND TO 6� ABOVE �JTUR� CEiLING UNLESS NOiED OTHERWISE. N. PR011E�E TAPEREd INSULATION CRICKEiS AS REQUIRED AT ALL R00� MOUM�U fi�M5 & M15C. P�N�TFtATt01�5 TO RCNIEVE POSfTNE DRAINAG�. O ALIGN FlNiSH �ACES. �2 D(IS71NG R04F DRRiN AND OVERFLOW DRAIN. Q3 JANROR5 51NK. P�OV1D� F�BERG{.ASS REINFORCED PLASTIC PRNEL FROM i0P OF SINK T� 80TTOM OF FAIJCET ON �OTh WAUS ADJACENT TO T#�E SINK. PRUViDE 30" LOiVG FLEXiBLf HOSE AN� HOSE Cl.Alw{P. SEE PLUMBING DRAWINGS FOR ADDCCIONAL INFORA�IA�ION. Q SEMf-RECESS�C} F'IR� EXTINGUISNER CABINE� AND FlRE EXTINGUISHER. MOUtJ7 70P OF CABI�JET AT +48" R.F.F. Q ROOF i0P MECHANICAL U�tfT OR �(NAUSi' FAN LOCRTION ON CURB. SEE MECHAN(CAL DRAWING5 FOR ADDffIONAL 1NFORMAITON. U6 HATGH INpICAT�5 AR�A 0�' TA!'ERE� fNS�lLATI01� TO ACHIEVE POSfiNE DRAI�lAGE. A O7 ROOF WALKWAY PApS. US 15'-Q"xi5'-0" pR�f,4BRICAT�D ALUMINUM PYRAMID SKYLIGH� {5EE DEfAfL 4/A102). Q e� wAu. ar� wirraow �uwoN {s� n�r�� �/�za�). 10 EXISTING T�NANT SPRCE TO REMWN OFERAT30NAL FOR Dl1RA�30iV OF RENOVAiION. eoo�n�r�r� �rn�rnr ou�ac�s wm� ow�vE�. 1 i IXISTlNG MEGi�WiCAI. ROOM TO REAlAIN IN OPERA�ION QURfNG C�N5TRUCifON TO SLiPFORT TEI�lANT SPRCE. ROOM TO BE REMOVED ONCE NEW SYSTEMS SUPPORT3NG TENANT SPACE ARE OPERATI4iVAf.. �L �il��lii� �ii�i��{ i�/ �/LpA% �/LA `W"1� L7iV� IW�wJ {Vp ii�W" �a1/�pi� NON-S�lP RUNGS Ai 1�" O.C. AT L�AST 7" CLEAR FROM TFIE W AfdCHdR Wf�H i/2 x2 1/2� L-SW4PED �ALT BAR A� 5'-0" O.C. MAXIMUI�. 13 2'-6"x3'-Q" ROOE HA�CEI. SEE STRUCi1iFtAL DRAWINGS FOR EXACT LOCATION (SEE 3/A102). 14 CARLI READER LOCA�fON. 15 ft�CESS�C1 MAIL COLL�C7tON EiNlTS. COORDENAiE OPENING WIDTH WiTH tuIANUFACIURER. INSiAll WifH B0�'TOl� SH�LF Ai' i5° A.F.F.. 1s VENDfNG IdACHlNE BY 4WNER. 17 10'-O xt0'-0' PREFABRICATED CURB FOR FUTUR� SKYI.IGHT. COV�K CURB WfiNN � 0" �EFAL JOEST� 3/4" PLYWOOD, INSIlLAi�ON AND ROOFlNG. COORDINATE FINAL �aca►no�v wmi awi�ER. (SEE DETWL 6/A102). �� � NOiE�:1 - SEE RE�IECTED CDlJPt� PI.ArtS FOR C0�5TRUCTID WAIl HE[GHT. 2- PROVEQE MOISNRE RESISTANi GYPSUM WRLL BOARD ON ALL WEf AREA WAl.LS. 3- PROYEDE FlRE RES{STiVE RATED GYPSUM WALL BORRD AT ALL RATE� ASSEMBlIES TO MEET ASSElriiBLY REQU[REMENTS. 4- PROVfQE F[R� RESfSTIVE JOfNT SYSTEMS EQtlAL TO WALL RAT1t�G AT ALL HE4D ANU l�104R fNT�SECTfONS WITH RATED ,�SSEMBLIES. ��,,._SEE WAf1 SEC'�ONS FOR WALl. CONSTRUCTION. W� 3-5%8" 25 GAUGE MEFAL 5ND5 ��6AO.C. ;� �WITH 5/8" GYP5UM WALL 80;4RU EACH S1QE. '�' w� 3-�/sp z� cauc� ra�r�. sn��s �� s°o.c. �_ '""'" WITH 5/8" GYR5U�1 WALL 80,4R€� EACH �� ��� '� SI�E AND {� ) LAY�R SOtJND ATTENUAT�ON BI.,4t�1KETS EACH SNa CA�iTY. W3 3-5/8° 25 GAl1GE METAl. 5TUDS �i 6°O.C. R� �WITI-f 5/8" GYPSUk� WALL BOAtZI1 ONE SIDE � __ _ W4 3-5/8" 25 GAtJGE MEiRL 5ND5 ��6°O.C. ,", ,""� ,�.�. �`WfTW 5/8" GYPSUM WRLL BOAR� ONE �� si�� �wn {i) t��� sot�r�� ArrE�uAnow BlANKETS fACH SiUD CAViTY. y�5 2-i/2° 25 GAUG� I�ETAL S'N�S 036�O.C. � �INfTH 5 8" GYFSUM WALL BOAFtf? 4f�E SID�. '�� G L C IL1 � �T � 1. ALL IHALE.S GO TD DECK RBO11E UN�ESS NOTED AS FOf10W5: � UNDERSIDE OF C�ILING 6� WAi.LS EXTEND 6� RBOVE CEILI�IG 2. I�GliTS, DIFFUSERS, AI�D SFRINKi_ER �EADS ARE SHOWN FOR LOCATION QNLY. SEE ENGINEER[NG DRAWfNGS FOR ADDITiONAL IN�ORMATION. 3. CO�IBIIdRTION COLUt�N / BOWNSPQUT WRAPS EXTEf�D TO DECK ABOlIE. 4. AEl SUSPENDED ACOiJSTICAL CEIL�NGS ARE T4 BE AT-i Uf�LESS �o�Eo a�mE�wisE. 5. ALL CEI�NGS TO BE INSTALLED �+8'-6» u��ss am��wis� �o�u ON PlA1�i. � AR�{STRONG �UNE CEILiNG �1Tlfi RNGLED �GUEAR EDGE 24"X48"X5/8" OR EQURL � IL� L � �r�dfry� .ti. �h�iy�;9r'✓ 'r �i•'tti' c�r�! '` . � �.'"'; -�'" GYPSEJM BOARD CEILING M•c+�r^;�'s f-:. 4'R'�'� V� �� ;,:� ti{d r��Ctr: ''+:�:w+r.`� jT �,:.;i•�'ie�i:�N� v J `kti•4':.:M 2� x 4' SIiSP�PJDED ACOU5TtC PANEL CEiLENG WOOD CEliJNG DECORA'fIVE D(POSED MEPAL GR[D SYSTEM � � � :� �I: s w. ��G z _>�.�� "�.-�� '� �v��.; � `5' „�, . CSU Archi�ects ARpiITECTURE • IFVIERIORDFSIGN 8831 Keystoae Cross[ng � Indiaanpolie, iN 46I40 Maln 317.848.7800 • Fax 317.574.0957 • tsninc.nM m �,���� w�� C[RCLE DE51GM GROUP, iNC. 5510 S, �ASf SfHEEf SIItFE F ir�ou�+Rvass, ar�owu �su� {3») �e�-ssaa �'�=a ��� ��`� � ���"'� �d� ��3a�cs�:s.s3� �sz�:r^a�a�a-:� F]hiK IiQBERS & PERTIE, IHC. s�ag P�a�rrY wAr �sr �a�. surrE xoo IN6NNAPOl15, INW0.NA 4b240 {317} 872-8�00 �� O AMEitICAN STR�CTUREPOINT ■ ■ AMERICAN STRUCTURER0INT, I�IC. 7260 5Fil�FF1W�'D STATION WdW�ihFOLlS. �'�W�W �8256 {3l� 547-558U PR4.f�CT: SC�P� DRAtNINGS: These drawings indicate She geoeral scope of the project in larms of architectura! dea�gn concepl, tha dfinenafone of !he building, tha mojor architadural elements end the type ot strucWral, mechanicol and dectrEcal systema. The drawings da nat neceasarily indicate or descri9e all wcrY required far full Perform¢nce aod campleGan of Lhe requirements af the CanVect. On tha basf� of the general sccpa indrcated or Cescri6ed, 1ha trcde cantracto�s aha11 fumish all itema required Sar the proper exetulian and completiors af !he wark. REIfi8tON8: � ASI �12 09/04/15 Q ASI �t4 09/2$/15 188l� QAiE �iAYMI BY Ci�C�D BY 05/�7/18 DYi1G 11RH C�RTiI�I�� BY: ��� �F � NO. A��os000�s 8TAi� t?F q�C Nl � QI�AWING Nt�MB�R PRO�fECT NEJ[I�BER 14�41 i � � A IIA IlA 2S f A � A4Di D7 42 43.A (COLOR A) OS 44 DO.A/ 08 8D OO.B 3S I 1 U 73 16.A 07 42 43.A (COLOR 8) � n A 04 72 OO.A 04 20 OOA {COLOR A} A 2 A401 A 11 '� � 04 72 OO.R fl4 ZO DO.A (COLOR A) � SCALE: 3/16" = t'_p" o� sz ao.� 07 42 43.A (COLOR A} 04 72 OQA 05 50 OOA � .n.._....��. � � . , 07 42 43A (COLOR A) 5S I 08 41 OO.A/ as ao ao.s n 3 A441 07 42 43A (COLOR A} �8 44 OO.A/ as ao ao.6 6S 10 73 16.A 47 42 43.A (COE.4R B} TOP OF PARAPEf +18'-0" A FiRST FLOOR 0�_0" 04 72 OO.A a� Za oo.A (CQLOR A) . ,- ; : ,, , .� ; �� � QMSI�N 1 - GE�JERAI. REQUfREMENTS 4t 10 DO TFlESE GENERAL NOT�S AR� ORGANIZEU BASE UPON THE CONSTRI�CTfON SPECIFICAi�ONS INSZf7UiE S 33 DMSION FORl�1AT. 7HE ORGANIZAT�ON 0� 7HE5E GEf�ERAL NOTES INTQ DMSiONS CONF4RMS �I� GENERAL WITH hIE PROJECT MANUAL PRE�ARED FOR TMIS PRDJECT. DMSfON 2- IXE5iING COI�nCilONS {NOT 115ED) 4MSION 3 - CONCR� 03 30 �O.A CONCREfE SLAB (ON VAPOR BARRIER}. 03 30 DO.B CONCREfE FOUNQAiION WALL. Q3 3D OO.0 CONCRElE FOO7ING. DNISI4N 4 - i�ASONRY oa� zo oa.� FACE BRICK. aa� zo oo.e �cie� �c�oR w� ��cuu� r�� �� s' a.c. VERTICAIlY AND t6 O.G. HORI NTAIlY. ATfAGHED DfREC11Y 70 MEl`AL STU�S. 04 20 OO.0 SELF-ADHESNE, FLEXIBL� SHEET FlASH11VG. 04 20 D�.D E�ORT �fET. 04 20 OO.E WEEP IATOR LQCA�ION. S�E SPECiF[CAilOI�S FOR MRX. S�ACIPfG. 04 2Q OD.F iERM NATION BAR. 04 20 flD.G 8x4xt& NOMINAL IV�RMAl.41f�IGM` CONCRETE MAASONRY U�11T. Q4 2D Op.H HORIZONTAL JOIN� REINFORCING AT 16° Q.C. VERTICALLY. 04 2o ao.� ��aur soun. 04 72 OD.A CAST S�ONE BELT C011RSE. oNisioN 5 - ��r�,s 05 i2 �O.A STRUCIURAL S�'E�L FRAMING MEMBER. REF. ST�iUCTUE3AL DRAWINGS. �5 29 QOA STEEL �O1ST. REFERENCE STRUCTURAL DRAWINGS. 05 31 ODA 5T�E� ,�ECKING. REFEREPICE SIRUCT�IRAL DRAWINGS. 05 40 4D B 6" ��S GR$ Si EL�STU�U� �� i 6� 4 C., CR�SS�BRACING��ASGR�QiD �Q'D. 1 05 �p �O.0 18 GA. CL1P ANGLE. 05 40 OQ.D 10° t8 GA. STEEL J�iSTS � 16" �.C. CROSS BRACiNG AS REQ'D. 05 �FO O�.E A�JUSiABLE GALVANIZED ST�EL "Z S{�BGlRT. 05 50 OO.A PAINTED SiEE�. C1�AP4NEt llMEL i2�F�ftENGE STRUCiURAL DftAWl�1GS. 05 50 0�.6 MISCELLRNEOUS STE L RF,�EREN � STRUCTURAL DRAWIt�GS. 05 54 O�.0 V� �ICAL LADDER W� 1�2 x2 1,�2 F[.AT BA�t RAl�,S 98 ,4PARi W/ 3 4� PtO�!-SIJP R�NG AT �2 0. . AAT LEAST 7 CLEAR FRDM E�fAl1. ANCEIOR WITH 1/2 x2 1�2 L�SHAPED FLNT BAR AT 5'-0 O.C. MAX[�IUl�. Q5 50 OO.D 3/16# THICK SiEEL pLAlJTER BOX WiM POWDER COAT RNfSH. oNisiaN s- waan, PLASIICS MID CQt�POSfTES 06 10 OO.A TREAiED WOOD B�OCKING/NAlLER. FlRE-1REATED A7 ALL PARAPETS. 06 10 OO.B WOOQ BLOCKING/NAIL�R. O6 1Q DO.0 W D SHIM. O6 10 OO.D 3 4�XTERIOR GRADE PLYWOOD SHEAiHING. �1R� TREATID AT Rl.i_ PARAPEfS. 06 10 OQ.E t/2" FlRE-1REATED PLYW00� SH�ATE{ING. O6 16 53.A t/�," IXi�RIQR GYPSUM BOARD SH�ITHING. O6 42 OQA 3/4a W�D PRNELING. O6 42 00.8 3/4� WQO� PANEL SYSTEM BL4CKING. O6 42 04.0 3/4 W�D REVFAL SPACER FtNiS�lEa TO !�lATCH W04� VErIEER 06 61 44.A 1/2" 1NICK . 50E.If} SURFACE �IAiERIP,L . �MSEON 7- 7HERt�#Al. AND MOISTURE PROTEC110N 07 14 OOA E��MPPR00�7t�G. 07 21 OOA 2 EXfR�DE� POLYSiYREN� 1N5ULA�IQN. 07 21 OO.B R-8.4 FACED SEMI-RIGID ROCK-W40L INSUlATiflN WfrH AiTACNMENT CtlPS. 07 Z1 QO.0 R-19 UNFACED GLASS �IBER BAif INSIJLATiON. 07 27 26.A AIR AND VAPOR BARRIER MEMBRANE SYSTEM. 07 42 43.A PREFINISHED ARCHfTECTURAL COI�p�SfTE PANEL. 07 42 43.6 ALUMINl1�! FLASHfNG. PREFINISHED TO I�IATCH COMPOSITE PAIVEL Q7 54 OO.A I�ECi-IEW[CAl1Y ATTACHED TPO FL�XIBL� SHEEf ROOFING SYSTEM. 07 54 DO.B R-20 POLYiSOCYRNURATE ROOF INSIJLATI�N. Q7 54 04.0 BIJiLT-l�P 1N5UTATION TO ACEiIEVE POSITIVE p�tA1NAGE. a� �4 00.o u� se,a�rrr. a� s4 oo.E ����wa�oN e,a�. a� �4 00.� cau� �.as�i�vc. 07 62 fl�.A METAL FLASHIPiG. 07 62 OO.B FLASHING WIT�-E STAiNLESS STEEL CLAMP RING. Q7 62 OO.0 PRERdAi�lIJFAC�URED AN� PREFINISHEEI l�EfAL GRAVFI 570P �WQ FASCIA Wl7H CQM7iVU0US FEdLC} UOWN CLIP. Oi 62 �D.D PREA�AldE1�ACiURED AEED PREFiIdISHE€} METAL COPI�fG W1TM PRE�ABRICAT�U ANCNOR PLATE. 07 62 00.� STRINIESS S1EEL FLASH[NG. o� s2 oo.F MIl�.. �f�IISNED �IEiR� DRR1N BAR. 07 71 OO.A 30 x36 FREFABRlCATED R04� HATCH. 07 92 Ofl.A SEALANi WITH EACKER ROD. 07 92 04.B S�A�AIVi JOINT. 07 92 OQ.0 ISOLATION JOINi W1TH PREFORMED JOINT FILLER AND SEAiANT. 07 9Z OO.D WAT�ft CUf-OFF IuiAST[C. 07 95 13.A INTfRIOR EXPANSION JO1NT. 07 95 13.6 COMPRESS[BL� PRE�'ORMED SILlCONE �(PANS�ON JOENT. �MSIQN 8- DOORS AND WIN�OWS 08 11 40.A STEEL D40R. U8 11 04.6 STEEL DOQR FRAluIE. 08 11 DQ.0 GROUi BY �OQR fNSTALLER. �8 11 00.� ALUMIN[31� DRIP EDGE. Q8 14 OO.A PRE�INiSHER �i.USH WQOD DOQR. Q8 �t DO.A ALUMINUM SiOREFROM'. PROV[�E OFFSEIT AiTACH�IEM' CLIPS AS REQ'D. 08 4i DO.B ALU�fINIiM iHRESH4ID. 08 4t OO.0 EXiRU�ED RLUMINUM SILL. 08 41 OO.D ALUI�fNi1M BREAKt�EiAL FINESHED 70 MA7CH STOREFROM'. 08 41 OD.� SHIMS BY STOREFRON� SUPPLfER. OS 41 OO.F SELL FLASHING AND WATERDAM ZO �1ATCH 5TOREFRONT. 08 49 OO.G ALUMINUM EMRANC� WITE� MF.DIUM STY�£ DOOR. Q8 4i OO.ii ALUh�INII�! FI.ASHING. PREF�NISHED TO MATCH STORE�ROM'. OS 44 40.A ALUMINIlM CI�RTAINWALL. 08 q�Q� �O.B Cl1RT'A1NINALL ANCHORAGE ANE} ATTACE{MENT MER�BER BY INS7ALL�R. ALLOW FOR 7HERMAL IXPANSION AND CONFRACT]QN. OS 44 QO.0 EXTRUDEQ ALL1MfNl1�l S!!.l.. 08 44 OO.D Al.EiMINUI� BREAKMEi'AL �INISHED TO MATCH CURTAINWRll. 08 44 OO.E SHIMS BY CLlRiAItJWALL SllPPLlER. OS 44 OO.F S�.L FE.ASHING AND WATERQAM �0 MATC}� CURTAINWAiL 08 44 OO.G i iNSULATED METAL PRNEL FINISHED i0 I+�ATCH CURTAINWALL 08 fi3 OO.R P E�NISHE� ALU�IINUM SKYLIGHT, 1RIM AND C[iRB. 08 80 O�A 9�4 CLEAR iE�1PE�EU GLASS. 08 80 DO.B 9 1�SUEA3ING GLASS - REFERENCE ELEVATIONS �OR iYPE. OS 81 13.A 9�4 �.OW IRON BACK-PAINTED G1ASS. OPACI-COAT FlNISN ON S CONa SURFACE. [�MSfON 9 - FIN[S�I�S 09 2� OO.A 5/8" �Yp5UM Wlal.L BQARD. 09 2� ��.8 3 5/8 x 25 GA MEfAL S�11�S � 1fi" O.C. UNl.ESS NOTE� OTHERWESE. 49 2i OO.0 2y1/2A x 25 GA �IETAL SiU�S � 16" O.C. UNlESS NDTED 4TFIEFiWESE. �9 2i OO.0 6 x 25 GA. MEfAL STUDS � 16 O.C. UNLESS NOTED O�EiERWISE. 09 29 OO.E SQU�lD Ai7ENllAi[ON Bi.RNKETS. 09 29 OO.F �I�iAL S1UD KECKERS AS REQUIREfl. 09 29 OD.G J�101.� EDGE �R1M. 09 2i QD.H 5/8 �CfER10� GYP�Sl�l� SaFF1T BOARD. 09 21 OO.J 1/2" REVEAL OR � MOLDfNG Wl�i PREFINISHED 5NAP-IN REVEAL 09 21 OD.K t 5J8" x 25 GA. MEi,4L SfUpS � 16 4.C. UiVL£S5 NO�D OTHfRWISE 09 30 OO.A AORe�u�v ��. 09 50 OO.A ACOUSiIGAL PANE! CEIllNG SYSTEM. 09 81 OO.A PAlN'iE� EINIS€{. DMS[ON 10 - SPEC(ALTiES 1 d 73 16.A P�ER�1l1FAC'ii1RED �Mf,�l)M TREWS WfiH MI�V. 4"X8" COLUMNS, 2 92 8EAM5 AND 2 4 LATTICE. i0 73 i6.B PR�MEWUFACTIJRED MEfAL CANOPY AIVD ATTACHMEM'. aMSl�N 3i - EARTHWORK 39 2� Q4A FlNISH GRADE. 39 20 OO.B DRAINAGE FILL 3i 2Q 04.0 COMPRCIED �iTH. QM510N 32 - IXiERIOR IMPROVEMENTS 32 13 93.A C4NCREfE SIDEWALK. �� � �. R�FERF.�ICE lFGEND BELOW �OR Gi.ASS iYPES. 2. "T" SUF�IX INDICAI�5 7E�fPERED GLASS. ALL UNHAiCHE� GLAS5 TO BE TIRE pA° VI510�i GLASS UNLE55 NDiED OTHERYV�SE. � TYPE AA° t" iNSIJLATE� LOW E CLEAR GI�ISS W/ 1/4" C�RR OUfBOARD L1GHT, t/2" AIRSPACE, �/4� CLEAR INB�RRD L3Gf�'f; LOW E COATiNG ON �2 SURFACE. ALL °CROSS" HATCHED GLASS TO BE TYPE °B° SPANDR£t. UNLESS �iOTED OTH�RWiSE. � TYPE �B" �� II�Si1LATED LOW E Si'AlVqREL GLASS W/ �/4" CLEAR OUTBOARD L1GHi, 1/2'� RIRSPACE, t/4" CLEAR INBOARD ElGKi; LOW E COATING O�d �2 5UR�'AC�, FRiT ON �4 SURFACE � �;�� � iYPE "CA 1# INSIltAiED �I�FAL PANEL. _ � ,- _ �_ - . .<< - � r , . - , - -. - � _ _ � --- -- - . �_ 1� � � � : ..,. � GSQ �4�c�.iteCts ARCiiiTEGTiIRE � 1�Q DESGN �Y � �- �. Rv �zfn aa�stT�rsQu- F�sz7.si4.o9st • �c m m,s��� H�� CIRCL� DESiGN GROUA, INC. 55F0 5. EA57 5TAEEf SUfTE F W64VJAPOlJS, IN�lFNA 46227 (317) 791-fi200 �� � ��' �,:-��� �� ����� ,����5 ��„���, ���, ,, ,;p, �c�ra�:.��ar,r� �s��.ra�w�r,� F[NK ROBERS & PEiiTIE, INC. 9449 PRIORfTY YfAY WEST ORNE, SUfTE 200 i�ow�araus, PIOWVA 462A0 (3l7) 872-8400 ■� O AMIERIClIN �UG���� �� AMERICAN STRUETUREPOINT, INC. �z�o s�a�w+o s�anoN IN6V�NApOL15, INOWNA 46256 (3lT) 547-5580 PROJECT: i': , �.� � ,. .. . , ;,, ' .; • .,:: � �� . a �:. M' _ _: ;� �_`� SCOPE DRAIAI�NGS: TheSe drewinys ird��¢tc thc gencrol scopc ol tl:e arojecl in terras o{ orehiteclural deslgn ean�ept, Ihe dimensions oF IhC 6uilCirt[j, �hG majOf C�C�1�tCClufp� �fCmCrtlS antl ihC i7ac af SliuCtarol, mcchor.ical antl elccUfcal syslcros. The drawings da nof necesse�iiy indicole ar descriSe ¢li work reGuired lor full periormoncc crttl romplcllon oF ihc requircments ol the Con1r¢d. On lhe bcsis o{ lhc genemi seo�c indica�cd ar descriyctl, the tr¢Ce conlrac�ors shall tumish oll iicros requireC far khc praper cxccutiort arttl complction oF the work. REVISIONS: I8� DATE DRAWN BY CFI�C�D �Y D5/27/15 JCC --- DRAWtNG TITLE: ► r � - � , �r l , „y CER'iI�1�D SY: ,..= .,, �' . • .L� � .. -� :y..� No. aR�os000� �ra� oF 9�C H1� , DRAWlNG NUMBER PROJECT NU�ABEIi 140 1 -- � � _ .._ - , r, 07 54 OU.A O6 t0 OQ.D a� 2� oo.c �5 40 �O.B (KICKER) 05 31 OO.A a7 54 OO.A D7 54 DO.B -i 1 FUTURE i�NAN'i C�f�iNG RNE� �RAPERY PDCKET a� �� oo.� O6 1fl OO.D � I 07 92 00.6 46 � 61 OO.A --� I 10 73 i 6.A ' TOP 0� TREWS +22'-4" � � � _�� � • � : � . �� f � � �� ;=�� � �._ � � !' ` ������ ' � ;� ni��� � �ut�� _ � �, 111iif ]IEiil � 'y '� �, 31�li�ii - +, f � � - �iE€�� �����: �]iS€I i' i 1 i�'�' ��tSi; ��,fc� �����, _ f � � r � � ����c: - ���«3 ���«; • i � 11 , ���t�: _ � ,r litfii � � n' I][lE� I o , , ;� : ��,�E, . i� , �� �ii + II .. ;. �-::: ��::: -::: �-:�:: �-::: �-:::--�-:::�: �-::: ��-:::�-: .�3.: �-.�,� ������.�����1�������.: �� ;: .: ,. :: :: :e �;: r4 �� ��I A401 sc,�: �/4� = �'-o� - fl7 42 43.A - �5 40 DD.E - o� z� oo.� � D6 i4 OO.D/07 27 26A - Q5 44 OO.S/07 21 OO.0 5 A431 as so oa.s 08 44 40.8 T4P OF STEEL +12'-2" os a� aa.� OS 4�4 4Q.G os � oa.� os so aa.s Q8 44 OOA 08 80 00.6 07 42 �43.A (BEYOND) , 0 10 73 16.A ' TOP OF iREWS � -h21'-4" � � � .■ f • + � ,,,� �.� . � . .. �� ���` / 9:° �� I 07 54 DO.A I I os 1 o qo.t� I 07 54 OQ.A �6 iQ OO.D �7 2t OO.0 05 40 OO.B (KICKER) i IX�511NG OECKING o� �� aa.� 47 54 OO.B -R 1 ! IXlSTiNG STRi1CTURE ""'�_�__y_��_" �l. I Q7 92 OO.B 06 61 E?O.A � - 07 42 4�.A - 05 40 OO.E - 07 2i flO.A - 06 �0 OO.p/47 27 26.A - 05 4d OO.B/07 21 OO.0 5 A43i fl8 80 OO.B OS 44 OO.B TOP OF STEEE. t 12'-2� n$ a� oa.� '� fl$ 44 OO.G os a� oa.� os ao oa� � 48 44 UD.A � as so ao.� a� ai a�.s � 48 44 00.£ 4" SHIM SPACE 09 21 OO.0 � � ) I i i..r Q7 92 OO.A 09 21 OQ.A � _ �3 30 4U.B EXiS�1NG 03 30 OO.A 31 20 OD.A CONCREfE 5LA6 31 20 00.6 FlRST FLOOR 0'-0� �. � ' � � � , `- � • '' ' . �`� ` a}�' . � . �f . �i a� •d. ' :4. ' �' ' .*. .'4'; � , � � � �, • �,• �, tl O O , o ° ° • � _ _ _ I-I I I-I I I- ,� �° �° °°u �'� �° �i;' • $ • $ .a ' .a ''� � : • k --I -�•� ��� 1 I I�II I I-1 j � I�-� I�-I I I-I I I-I I I ,,. ., ,, i]-I I I I I I f��sa' s I I,,..._I !-I I I- � ::s��.. ��� :� � : � .�n�� I I-� I I-� =1I I��;1:�;�: I I-1 I1-I I I'�`�':�+ i i I-1 I 31 2D OO.c f I . a . .a,.� �: � ..- - .-... . . �p: . . I - . . ' d •� . `• : , •. • • , . I �- 07 21 O�.A = �. : � : : .� :' g �. � . • `: . : . - •• � , r 'A ' � D(ISTING . � � . - . ��`'.� • • FOOTING ` � � ' � ,�d-� . . � . � : , :�. . . . ,,..': � � . �P � � .4 , �3 30 04.0 ' � -0' � . �' ' �... � ' .�Ia ` I I� '.., ' . . v , .Q . I I 3 �� � �� A401 sc,�: 3/4� = 1 �-a° OS 44 fl0A Q8 84 OO.B U7 42 43.A (8�1'4tJD) 08 44 04.A 08 $0 00.6 0$ �4 40.� �° 5Hi�4 SPACE) o� s2 oa.� Q3 30 00.6 3� �o oa.� F(R5T FLOOR �'-4n 1 3i 2Q OO.0 07 2t OO.A V� �V LQ.0 � 3 � A431 t � ,�. � �a� oF ��oc�c�r�c � � +18'-Q° a � I�'- 07 42 43.A �' 8' 05 40 OO.E � � a� zt oo.� I , Q6 9 0 OO.D/Q7 27 26A 07 54 OO.R ° . 2 O6 �0 Of}.D � A43� 07 21 OO.0 � 0� 40 00.6 (KICKER) ... i0P OF MA50NRY i � ::,... +� s'-op :,'. IXISiING � 07 21 OOA IXI 07 54COD.A 04 20 OOA (COLOR A} p7 54 04 20 OO.B 07 54 40.B I fl6 16 53A/07 2i 26.A 07 54 � 05 40 OO.E/07 21 OD.0 05 40 OO.0 � � � : _: o TOP OF STEEL -i ���� o +t 2'-2� i i 4 i i � � A431 i i � � 3 ; � � � � � I � I � r�r� I I I �; { -- --� � IXISTING S7�'tUCiURE i i i-- -� � i i i � - -- ^ � ,, � , �� � I ]� i �i ___ __ ________________ � �` ��� �.-. ____ L_...1� � 08 41 OOA FEIiURE TENAiVT CEILING _ �wn o���r �oc��r os so ao.� I •! n wR I 07 92 OO.B OB 6i OQ.A � � � '�j � � ��� 07 2� OO.B ' � � z 09 2t OO.0 � �� � � os �� aa.� � IXlS�iNG CONCR�E SLAB �n� Q ��� � � • • _ �4.: ' . . : � ..�•• � ' � ��a' �.: �•���� � • `� � . � . � �J. •• . .. � , d . ' - � �' • _ .' $ a $ � , � � - •� :.� ^ f � � � . ss. � . 4•. ��. �. �° . . �_l , � � �., .s�� � • ,� • ,� � �� � � � G , - - - .. III� I I-! I l-11 I-1 I I-1 I 1=[ ��-1 I!=1 I I-1 I I ��;:;paYrw;.'� � I IT� - �--1 I�I I 1=1 [ 1=1 I I�I �:::..�:���.� ��. I I I- -I I II I Il!j`�!I f II I I� � fl I I ...`-{_��:�°' I I-1 d �. �i k t-I I I � a+ �r� d' '� �I I I �I � I .'�. �.,,a'�a ' -� , ' � i - a'. .��e,; : i. •-F• ... _ .. . . .. . 12 �� ���� A401 sc�: 3/4' = 1 �-ap 04 20 OO.A (BEYOND) 08 41 OO.A 0$ SU 00.6 08 41 OO.E �� SHIM SPRCE) a� sz oo.� 03 30 OQ.B 3i 24 OOA FlRSi FLOOR 0'-0° 1 31 20 40.0 IXISI'iNG F'OOTiNG AND FOUNDA�IOht WALL � 3 � A431 t�-� TaP 4F BLaCKING �-� 8'-�" �7 42 43.A �5 44 QO.E �i 2i OO,A 6 10 OO.D/Q7 27 26.A � �31 TOP 0� MASONRY +� 5'-4" 7 21 OO.A � 2a oo.� (ea�.o� A) 4 20 40.8 6 1 fi 53A/07 27 26.A 5 40 OO.B/07 2� OO.0 5 40 flO.0 TOP OF STEEL �-� 2.��� I 1 Y�� � ��� A401 sc�: �/4a = t'-op z o o�s�r cau�s� ����� �4 20 QO.� (aF�SEi ROW) 7 21 OO.A 4 20 OQ.A (CQLOR A) 4 zo oa.e 6 16 53.R/07 27 2fi.A 5 �40 OO.B 4 72 OO.A � 0 BEL� COURSE +2'-8' 4 20 OO.A (COLOR S; a�i�a couRSE sr,�c�c�o) I �� , 2Q ��.A FlRST FLOOR 4,�4A 7 i 4 OO.A 4 GO ViJ.V K4S�ING FOOTiNG A�lD '�11N4lATIfIPi WA! E � � ���� DMSION t - G�NI�RAI. REQUIR��IENTS Of 10 00 THESE GENERAL NOTES AR� O�GM[1ZEQ B�SE UP01� THE CUNSTRlICTI4N SP�CIF1CATtQNS [NS11ME 5 33 DMSiON FORA�F4T. THE ORGANIZA�[ON OF TMESE GENERAL 1�4TES [NTd �MSiONS COt�FORM5 IN GENERAL WITH THE PR€hlECi MANUAL PR�PAftE� FOR THES PROJECT. DMSION 2- IXISfING CONDITIQiVS (NOT USED} DMSION 3 - CONCRki� 03 30 OO.A CONCRETE SLAB {ON VAR4R BRRRIER). 03 30 OO,B CONCRECE FOlJNDATION WAEL. 03 30 OO.0 CONCREfE FOOTIIVG. DMS10N 4 - MASONRY Q4 20 ODA FAC� BRfCK. 04 2D QO.B FI_EXIBL� ,MJCHOR W1 iRIANGULAR TIE � 16° d.C. VERTiCALLY ,4I�t1� 16 O.C. HORfZ[M'ALLY. ATiACiiEE} DIRECi'l.Y T4 METAL STIIDS. 04 2fl 04.0 SELF-ADHESNE, FLEXIBLE SHE�F FIASHiNG. 04 20 OQ.p MORTf� N�'f. 04 20 04.� WEEP VEPiTILATOR L�CA�ION. SfE SPECIFlCATlONS FOR h�AX. SPAC(NG. 04 20 04.F TERM�r�r�a� av�. a� zo oac axa�x� s No��r� �oR�w�c� cot�c�� �asoN�r u��. 04 20 DO.H HORIZONTAL JOfNT REINFQRCING A� 16 O.C. VER�fCAlYi..Y. 04 �o oa.� c�aur soua. 04 72 OQA CAST S�'ONE BELT COURSE. Q{���Q� �'J - il��� 05 12 OQ.A STR�lC1URAl. STEEL F�41[P1G ME�IBER. REF. 5"iRUCiURRL DR,4WINGS. 4S 21 OO.A SFEEL J01Si. R�F�RENCE STRliC1URR� DRAWlNGS. 05 31 DO.A STEE� ,�ECKIPtG. REFERE�iCE STRU�1�fRAL DRAWINGS. 05 40 OD B 6" 5 8 GA$ STEE �D5 �� 16� Q C., C�d5SR6R�AC�NG��AS R�Q'p �4iD. a5 4o aa.c 18 GA CUP ANGiE. 05 4�0 OO.E �USTAB� �L. ANIZED s��6'�Q'silec�RT S BftACiNG AS REQ�D. 05 50 OO.A PAIMED S7EEL CHANNEL E�i�iTEL. REFERENGE S�FtlJCTURAl. DRAWfNGS. 05 SO OO.B MISCELlANEOUS SiE L. RF,�REN F� STRUCi'URAL �RAWI�,GS. Q5 5Q OQ.0 VE CAL IADpE#i W 1�2 x2 1 2 FLAT �t RAIl�S 18 APART W/ 3 4� NON-SL�P R�IG AT '�2 0. . RT E.EASt 7 Ci_EAR FRDM E�fAll. ANCHOR WITH t/2 x2 1�2A L-SHAPED FLAT BAR A7 5'-0 4.C. MAXIMUM. QS 5Q OO.D 3/16� THICK STEEL PIAMER BOX WiT�! POWDER COAi FINISH. �MSIQN 6- YVQO�, PLA5TfCS AN� COAlPOSITES Q6 10 OO.R iRE4T�C1 WOaD B�OCKII�G/tdAll£R. FiRE-TREATED AT ALL PARAPETS. 06 ]0 00.8 WOOD BLOCKING/NAILER. Q6 i 0 OO.0 W D SHI�l. 06 � D OO.D 3 4 IXTERI�R GRRDE PLYtiV00D SHEATHING. FlRE-TftFAT� AT A!L PARAPETS. 06 9Q OO.E 1/2" F1RE-TRFATED P�.YWOOD SHEATHING. 06 � 6 53.A 1 2" DC�REaR GYPSfJM B�ARD SHEATHfNG. 06 40 OO.R C LAMINRTE 01� 3/4 PARTICLE BOARD, All IXPOSED SURFACES. 06 42 OO.A 3� WOOp PRNEI.I�IG. 06 42 OO.B 3 4" WE}QD PANEL SYSTEhI BLQCKiNG. OB 42 OO.0 /4" W40D REVEAL SPACER FlNISHED TO I�IATCK W00� VENEER 06 6� �O,A 1/2" THICK SOLID SURFACE MATERIA�. DMSION 7- THERM1Al. AND AI(11STURE �ROTfC17Qh1 07 14 QO.A D�IMPAROO�iNG. 07 21 OOA 2 EX'iRUD�D ROLYSTYRENE INSllLATiON. 07 21 QO.B R-8.4 FACED S�ul�-RIGID ROCK--W04L IN5f1LAT�01� WiTM AT�ACH1�ENi CiJPS. 07 21 40.0 R�19 EINFACEp GIASS FIBER E�ATT 1NSULATION. 07 27 26A R!R AN� VAPOR BARRIER t�F�uIBRAfRIE Sl'STQ�. 07 42 43.A PREFlNISHED ARCH�C1'tlRAL. COMPOSIT� PMIEL Q7 42 43.8 ALIIkAINIfM FLRSHIPIG. PREF1hIISHED TO MATCN COI�POSffE PANF1. 07 S4 OQ.R MECWANICALE.Y AiTACHED TPO FLEXIBLE SHEET ROOFING SYSTEM. 07 54 OO.B R-20 POI.Yl50CYANURATE RpO� INSIiLA�10N. Oi 54 OQ.0 BEiILT-UP INSULA�iON TO ACH[EVE POSlTNE DRNNAGE. a� �a� oa.� � s�.�vr. 07 54 aQ,E TERMINRT30N BAR. 07 54 OD.F COUNTE�t FE.ASHING. 07 fi2 OO.A t�ETAL FLRSFffNG. U7 62 OU.B FLASHl�IG �IiTH STAfNLESS STEEL Cl.AMP R[NG. 07 62 OO.0 PREMANIfFACTUREQ AtJD PREFfNIS�ED M�TAL GRAVEL SiOP ANE} FRSC�A WfM CONilNU0U5 �IOLD DOWN CLIP. Q7 62 OE?.D PREh�ANUFACTURED ANO PREFlNISHE�} METRL CQPING WITW /� r� J�(� P[ryR'�E[�FE1lB�R.i[C�A[T�E�D�yAP1�CyF�fO�+uR ►Pt/�LATE. tl7 �,L UV.� Ji!"Si�L.G�7�] �7FLGL iLlS3Fl�i'IV. o� s2 00.� ���.. ���s��o ��r,� ��r� e�. a� �� oo.� 3o x�� �R�,a�R�ca� �c�o� w��c�. 07 92 OOA SFAIANT WiTH BACKER ROD. Q7 92 0�.6 SERLRNT JOINT. Q7 92 4D.0 ISOkA�ION JOINT WIiH P�i�'ORMQ) JOIM' FIL�R RND SEAi.At�iT. U7 92 �OA INATER CUf-OFF MAS'f1C. � 07 95 13.A IMERIOR IXPANSION JOfN�. 07 95 13.8 COMpRESSIBL� pRE�'ORM�D SILiCONE EXPANSlON JOINF. nmsio�a a - aoo�s �wn wir�aows 08 19 OOA 51'EEL DOOR. O8 1 i OO.B STEE! Dt30R FRAME. OS 11 OO.0 GROUf BY DOOR IN5�'ALLER. 08 1 i OOA RLLEMINUM flR1P E�GE. 08 14 OU.A PREFlNISME� �l.USH WOOD E]QOR. 08 41 OQ.A AI.U�IINUM SiOR�R(}tVi'. PROVlD� OFFSET� ATTACHMEI�T C[1PS AS REQ�D. �8 41 OO.B ALl1�IINUM THRESHOLQ. as �� aa.c �xr�zuo� a�.u��r�ur� siu.. �8 �1 OQ.D ALUMIi�EJM BREAfCMEfRL FlN1SHEQ TO MATCH STOREFRONT. fl8 41 QQ.E SHIMS BY STOREFRONT Sf7PPLlER. OS 41 OQ.F SILL, FLASHING ANp WATERDA�t TO MA�CH STOR��RONT. Q8 41 QO.G ALUt�II�UM ENiRANCE WIiH MEDIU�f SiYLE DOOR. 08 41 OQ.H ALU�IINU�! FLASHfNG. PRffIN15HEi} TO MATCH STOREFRONT. 08 44 ODA ALUI�ENUhI CIiRTAlNWALL 08 �4 Oa.B Cl1RTAlNWALi. ANCHORAGE AND ATFACHMENT MF�aIBER BY fNSTALLER. ALL4W FOR TWERi�tAl. IXPANS60N AND COMRAC710N. �8 44 OO.0 EXTRU[?ED ALUMINUM SIf1. Q8 44 OO.D Aii1MfNU� BRFI�K�IE�AL FINISHED TO MATCh CllR�'AIEfWALL os � oo.� sH��s �r eu�r�ur�w� su�a��z. 08 44 OO.F S�.l. �[ASHiNG Ri�lD WATERQAM TO MATCH CiIRTAINI�ALL Q8 44 OO.G 9 lNSULATEE} �lETAL PANEL F3NI5H�D TO MRTCH CURTAINWALL 0$ 63 �QA P���iNISHEQ ALUI�INUI� SKYl.tGHT, TRfM ANU CEJRB. 08 84 OO.A i 4 CLEAR TEI�PERED GIASS. QB 80 00.8 i I�VSUlAilNG GLASS - REFEREI�C� �LEtiA110N5 F'OR �PE. 08 81 13.A i�4 LOW IRON BRCK-PAlI�fTfE} GLASS. OPRC6-COAT FINISH ON S CONE3 Sl1RFACE. �MSE01� 9 - FlNIS�IES 09 21 OO.A 5/8" �YPSUM 4YRLL BOARD. 09 2t 0�.8 3 5/8 x 25 GA �IETAL STUDS Q 18' 4.C. i1NLESS NOTED 4THERWISE. �9 2t OQ.0 2p i/2° x 25 GA. �dEfAL STUDS � 16' O.C. UIdLESS NOlID OTHERWfSE. os z� oa.� s X 2� cA. ��r�. sn�Qs �� s ac. �rr�ss r�a� o��Rwis�. 09 2t Of}.E 50iJND AT�E�[tIATI�N BLRI�KEiS. �8 2� OQ.F �I�TAL ST�1D KICKERS AS REQUIRED. Q9 21 OO.G J�IOLD EDGE TRIM. a� z� oa.� 5/a �xr��o� c����p� sa�rr eo��. 09 21 flO.J 1/2" REVEAl. OR F" MOlD1NG WIT�f PREFfN1SH�0 SIVAP-fN R�l1EAL. 09 2t OO.K 1 5 8" x 25 G�1. �tEfAL STIIpS 0 18 O.C. UNLESS NOT� OiN�WfSE. �S 3(} UQ.A PO CELAIPI T�l.E. 49 5(i OO.A RCOUSFECAL P�WEL CEIl�NG SYSTEI�. Q9 9t UOA PAl1�1T�Q Fi1�ISH. DMSION 14 - SPECfA[.71ES � a�� � s.� ��i z� s��s �o i�x4� �rncEws wm� ��N. 4�xs' co���Ns, 1 a 73 � 6.B PR�lyIEWUFACTtJRED h{EiAL CANOPY AND ATTACHMENT. DMSI4Pi 31 - EARTHW4RK 3t 20 OU.A �fN1SH GftALI�. 3� ZO OO.B DFt�Jf+1AGE FTLL . 31 20 OO.0 CdMPAC�Q EAR7N. DMSlON 32 � FJ(ifRIOR IMPROVE�IEHk�i'S 32 13 13.A CONCR� SIDEWALK. µ -- ---- ��� � � � < � � �� �` � ��� � �e. �. . � CSO Architects ARLiiITECTIfRE • INFEREORDESIGN sa31 xeysmne ca,ossing • snatanapo[is, tIV 46xtn Mn[a 317.848.7800 • Fax 317.i74.0957 • �soinc.net m mie cm �. k��. ra,.wa cisc�� a�sic�r �RouP, ir�c. SSifl S. E�SF S7REEi SlllTE F srrowzwotrs, ir+nwu 4e22� (3»} �s�-s2ao �`'"' ��'�.,���� � � �- ��� ��ar� av �� `c� t� 3���:a., �si� ' � �'6 d Ij�'� C�ra��dw�a�� �ca�s,r.����c� FINK ROBERS & PER'�IE, iHC. - 94+9 ARIORfiY WAY wEST DRNE, SUIiE 200 IHUTANFAOl1S, IH�W1A 46250 (�,7y 872-8400 ■� ■ O AtdERICAN STRUCTl1REP01 �NT ■ A�lERICAN STRUCTUREPOINT, ING. 7260 SFl4DECAMD STAi10N 11�11pNAP0lt5, W�W+U4 4b256 (317} 547-5580 PRO�CT: SCGPE DRAWINGS; These drawin�s indicote ihe gerteral scape of the projecl in terme of arch�tacturpE design concepL the dimertsiona af ihe bu�ldfig, thc mojar orchitedural elemmis and lhe type of slructural, mechonicol pnd electrical yystems, The drowinga do not necessoriiy indicale ar descri6e oll werk reAulred far full perfarmanca ond campiet�on af Lha requirements af ihe Conlroct. On the 6os�s of the general scope indicated or described, ihe lrcda conlradors sholl furnish all items required !ar the proper executian and campiatPon ot tha wark. REYISIONS: Q ASI ��9 07/i0/95 Q A51 �2i i a/24/15 [S�t� QA� ENiAVI�I BY C�C�CED BY 45/27/15 JCC �iiH QRAWiNG TITLE: E�TER[�R �ALL SECT�ONS CERTIFiED BY; � �� �� �o. AR10600079 $��►� � 99C H� � o�aw�� Nu�►s�R PROJECT Wlii�l��R 14�41 � c C C 3 � R431 �� � � '"P OF BLOCKiNG +18'-Q° 43.A QO.E � I�L � 1� A402 Jt��: J/T� - F ��V 00.6 flO.B OO.B TOR 0�' STEEL +12 -6' ��.{� oo.c �O.A 00.6 OO.A O�.B OQ.R OO.B �O.E �" SHEA� SPACE) OO.A OO.B �O.A FlRST �L.00R 0'-0� UV.V ao.� ao.c 07 54 OQ.A O6 10 OD.D a� z� no.c 05 40 OO.B (KICKER) D(iSi1NG DECKIidG Q7 54 OD.R �7 54 00.B -� 1 0 EX[STiNG STRUGNRE � � � �,,, � • � � . , -�..�. � .: ��- . r� �. �--� . ����.: ; �� ■Y t�_�i;� � � ,.�'' ���►���:';�� � - i � � i�'':� � ������� ������ �1 �����: � � s���Q-�� :__ �� ■. ����: i�<� f�� �� � IIIII: � 11113? �»,,; All�; �,���, � i���s� � as��s; , �:,�� ,�:��� llilll �����: itiiti ���c�, �:���� 1t{i[; ���€� s����� ������ �����; ������ - ������ _ s�c�� itttsi . ' iEftn � ��«�� - � �����, it[fL �«;n 3i[[�� , �«�� � tmr ' tn[r: Illlli ��ur �n�� �«�n cr��i. illlli IIIII� snu! ����� «��� � �� � i=! �� • �. � i•�• •� D7 92 OS 69 07 21 00.8 I r U9 21 OO.0 as z� oa.a IXISTING CONCR�TE LAB a ," . � . •- ' . � a�: . • . . . .. � ;;�. �.., ,. � • . �, . � y.'..' , : • p . . . o' ' P'�•.,, , r,ry���.: .%+ � ' , °: ..• �, . ` f � ° �L, �b, • °' !�'.. � a; i �6 8 °'8 .S d.3� • egc�• ,g �O` ` ,g � o �o R�. ~q . ,S r i:: , f I 1=i I f�l I 1=1 I I�I I I�I I I�I I I�I I I.- E I I •''�a'_�'�"'� ' 07 21 00.� OB 8Q flO.B Q8 � �0.� TOR"OF STEEL -F 12'-2# as a� oo.� OS 44 OO.G 08 44 OO.A 08 80 OO.B 08 44 OO.A OS 8� OO.B 04 2Q OO.A (BEYOND) �$ 9-4 OO.R _ os sa oa.s � 0$ 44 QO.� �" SH[M SPACE} `� 07 92 OO.A 03 30 00.6 �� 2a oo.� F�RS�' FLOOR � A'�vM V : • d..._ . a i.. � .. , I• d I• �� :�,� . �,.� , • +d.. � . • d �� . � •. ••/d• t ,. . • � �� C� � ... , �� . . , . "2 L.L. �TI ATO� J�l1L.G: J/4n '� 1���� � 3i 20 OO.0 QtISTING F40T[I�G A�iD �'OUNUA�fON WALL : r �7 54 OD.R 06 i 0 OO.D o� z� oo.c 05 �k0 �E}.� (KECiC�ft} 05 31 OO.A a� s4 oo.A� o� �� oa.s �►1 � 05 1z aa.� 09 21 OOA U7 54 OO.A 06 i 0 OO.D 8 A431 �a �� � s.� ' T4P OF TREtLIS +22'-4" � � � � �� � � . �...��` � � �` � ��►�"r� � �'3ix �_ c.:_, _ F:a1 � ��� . r''.� '��"'�;�.� � ��►.��.:: . � .�. 07 54 OOA --- 07 62 OO.A (SCUPPER � 06 t0 OO.A pER SR�ACNR FlGURE 1-29) p� �}� 4�,p TOP OF BLOCKIN6 � p t11 -5 � 2 �05 40 00.� �" COORDINATE W/ 07 2i OO.A o LOW FOII�iT IN _ 07 54 dn.0 O6 10.00.d/Q7 27 26.A 07 62 OO.A (TRIM SEi i!� 05 40 OO.B/(}7 21 QO.0 07 92 00.8) � - . N � 4 � � A431 A402 SCAl.E: 3/4" � i'-U" - scu��� s�ro�n (s° w�u�, CE?ORDiNATE LOCA�ION WiiH � LOW POINT IN 07 54 OU.C) a� �1 oo.a � 07 � oo.� ov�R o� s� oo.c 08 80 OO.B A`�Z 47 54 OO.B OVER 05 31 OO.A � 0$ �44 �0.6 Q& 1 � OO.A � TdP OF 5"iEE1 �-i2'-6" 47 62 OO.0 07 92 OO.A TOP OF BLOCKfNG a-> >'-�' i' TOP OF STE�� o +� � -oM ;'_ o� �o a�.�/a� 2� oa.c - - - ° a� 2� z6.�/os � s �3.� � 8. 07 2i OO.A �_�.• ��_ � Oi 42 43.A ON 05 40 OO.E i � os � aa.a os 27 00.� (os �� ao.�) 08 80 aQ.B 05 4Q OQ.A/U7 21 OO.0 08 44 OO.A � 08 80 04.6 07 42 43.A (BEYOND) i , � 08 44 04.A 08 8D OO.B 07 92 OO.B � 0$ 44 OO.E �° SH1M 5�'AC£) 07 92 OO.0 N D7 92 OO.A o� �o oo.� o� sz ao.c 31 20 O�.B 32 13 13.A FIRST F10�R . a . , � � Q �. , • d �. .. • • � , ��-�p • .: a . ' •�• . •' a, �. :' . �:. a '�' '. , : d : .. . . , �.a ' . a � . y,�. .•,-0 .. • �� ' !: •' •� • � : ��• ba o 0 0 0 0 �a. e �e. a a o y', a: .� e � .� o 0 0 $ :� vo a .� .� o0 0 .� .� .� .$ a :$ .$ ' ' 8.. &� &� 8.. e o� $�: &. •; .,.� �I �I � I-� I I-1 I I-1 I 1= I I 1=l i 1=1 I�=1 I� I I I'- �;. `- :{- I 1=1 I I. � I I.-� E�-1 I l -1 � I-1 I I-I I I-I I I�I I I--�- ���:::�� I I I=- -I I I-IT�=1 I i-I I I-1 I 1�`�:����� l-I ��- o� �o oo.e 111=1 =1 I I : .:: .... :-' ,-A. : •Y, : I I �, 2o flo.c -I I I-� � �-� 4 : :-�.: .:.:::.�:: .: :.f: . . ,::. I I i�.. -I � �-1 I I °�. � . � � . . .. o� 2� oo.� .,,�: a �� .a . . .., ;~ ' :.�,+.y...P.; � a' I I � 7JJ �U VV.{�,. �a�• �:: I r � � ��� A402 sc,�.�: 3/4" = �'-as � � � � DMSiON � - �ENERAI. R�QiJlREMENTS �1 10 DO i�IESE GEN�RAL. NOTES ARF flRGEWIZED 6AS� 11PON i�iE CONSTRUCTiOiV 5PEC[FECATIONS INSTITUT'E S 33 QMSfON F�Rt�lAT. THE ORGAN1ZAi�ON QF TNESE G�lERAl. IdQ�S 1t�1T0 pMSIONS CONFOR�iS IN GENERAL WfTH 7H� PROJECT iu�lUAL PREPARED FOR TWIS PROJECT. nM5lON 2- �(I5ifNG CONDTfIONS (NOT USED) �M510N 3 - CONCR� 03 30 �Q.A CONGREfE SLAB (ON VAPOR �ARRI�R). Q3 30 OQ.B COtJCR�TE �OUNDA�ION WRLL. 03 30 04.0 GONGRETE �OOTI�iG. DMSION 4 - MASOI�R`f �4 20 OO.A �RCE BRICK. 04 20 04.8 F�XIBL� W�lCHOR W1 jRfRNGULAft i1� Q 1�° 4.C. VEiZTTICALLY A�iD � G O.C. HORIZINTAIIY. AiTACHED DiRECTLY TO METAL S11JDS. 04 20 DO.0 5ElF-ADWESNE, FLEXIBI.E SMEET FI.ASFiING. � 04 20 OO,D M��'1'A�'t_NEl'. 04 20 04.E 1N�EP/�EN'f1LATOR LOCATION. SEE SPECIFlCATiONS FOR MAX. SPACl�1G. 04 20 O(l.F TERMfNAT�ON �R. U4 20 flt3.G Bx4x16 NO�IkNA� NORi+�RLWEIGHT CONC�EiE i�IASONRY UNIF. 04 20 OO.H HORfZ�M,4i JOIM' RElNFORCING A7 1 fi Q.C. VERiICALLY. 04 20 OO.J GR�UT 50LID. 04 72 OD.A C�AST STONE BELT C�URSE. DMSEON 5 - AdEfi�[.S 05 i2 OO.A STRUC7Uf� S�EL FRAFAING ME�{BER. REF. STRLiCTEfRAL [}RAWINGS. a5 21 DOA STEEl. JO[ST. REFERENCE S1RUCniRAL DRAWiNGS. 45 31 OD.A STE� �]ECKING: R�FF�tENCE 5TRt1CT�1R,�l. �RAWINGS. a5 4� OaA 3 5 8 18 GR. STEEL STUDS Q 16 O.C. CR055 BRACIf�G AS R�Qb. 45 4D OO.B 6" 8 GA. STEF1 S�UI?S � 16 Q.C., C�idSS BRRCING AS REQ'D. 05 40 OQ.0 18 GA. CLIP ANGl�. 05 4�0 OO.E ADJUSTABL�E GA�I.VANI�E[l s����'�'�'silec�R� S BRACING AS R�Q'q. Q5 5t) OO.A PA1Ni� 5'fEEL CHA�iNEL llNTEL RE�ERENCE STRUCTURAL DRAWiNGS. 05 50 OO.B �115CELLANEOUSSTE�L RF,�EREN � STRE1CiU�lL pRAWI�,GS. Q5 50 OO.0 VE CAL LADpER WJ 1�2 x2 t�2 FLAT BAR RAEI�S 18 APART W/ 3 4� NON-SLiP RU�iG AT j,2 0. . aAT LE4ST 7 CLEAR FROt� E�VALL. RNCH4R Wf�M 1/2 x2 1%�2 L-SHRFEQ FLAf B�i AT 5'-0 Q.C. MAXIMUM. 05 50 OO.Q 3/1fi" THICK STEEL P1.ANiFl� BOX WITH POWDER COAT F1NfSH. o�►nsior� s- wooa, ��sricis l4ido cio��os�r�s 08 10 QO.A �REATEp WOOD B OCKING/iVAILER. FlRE-TREA� AT All PARAPEiS. 06 1fl QO.B W40� S�OCK1i�Gt�fAILER. Ofi 1fl 04.0 W D SHIM. OG 1 Q O�.D 3 4 EXTERIQR GRADE PLYk�ff�D SHEATHIHG. FlRE TR�ATEQ AT ALL PARAPETS. Ofi 10 04.E 1/2° FIRE--TR�ATEp Pi.YW00p SNEAiI�ING. OB 16 53.A 1 2° �X�ERIOR GYPSU�f B�ARD SHE4hI1NG. 06 40 04A C U�MINATE ON 3/4 PARTICLE BOARD, ALL D(POSED SURFACES. O6 42 OOA 3�F W000 PRNELING. �6 42 OO.B 3/4b WOOD PANEL SYSiEIN BLOCKIIdG. 06 42 DO.0 3/4 WOOE1 R� SPACER FlNESH�D TO �+IATCH WOOD Ii�NEER Q6 61 4Q.R 1/2" TH[CK SOLID SURFACE �lATER1AL. E}MSlON 7- TI�ERt�IRL ANQ MO(SNRE PROTECTIQN . 07 14 DO.R Q�PPROOFlNG. Oi 21 OO.A 2 EXTRUDED POLYSTYREiVE INSULA�ION. 07 21 DD.B R-8.4 FRCEU SEMI-RIGI� ROCK-WOQI. (NSUlA�10N WiTH AiTRCHM�E' Cl1PS. 07 21 OO.0 R-18 UNF'AC�p GI.ASS FlBER BATf INSl11ATI0N. 07 27 26.A A!R AND VAPOR BARRfER MEIuIBRANE SYSTEht. fl7 42 43A PREFlN15Nm ARCMITECIURRI. �COMPOSffE PArtEL Q7 42 43.8 AL�1I�INUM FLASHING. PREFlNIS�iED TO MATCH CQ�dPOSCTE �ANEL 07 54 OO.R MECHANICALLY ATTACHED TPO Fl.E)(l8l.E SHEEi ROOFING SYS�M. 07 54 OQ.B R-2U PQLI(ISOCYANiiRA� R40F [NSULATION. 07 54 DO.0 BUILT-UP INSUlA�iON TO RCHIEVE POSiTNE E}iZAINAGE. 07 54 OO.D LAP SEALkNT. Q7 54 0�.� 1FR�![NA�fON Bu4R. 07 54 QO.F COEIMER FlASHING. Q7 62 DO.A �IETAL FLASHIPiG. Oi 62 �O.B fiIASHIR(G Wf�F[ SfAINEESS STEEL GU�MP RING. 07 62 OD.0 PREMI�tUFACTURED AND PREFlNI5HEp �IETAL GRAVQ STOA Ah[D F,ASCfA WtTH CONTINUOU5 HOLD DOWN CLlP. '07 62 OO.D PREI�IANU�RCTUREO AND PREFINISFlED i��.?AL COpfNG 4VCFH PRE�ABRICATECI RPiCHQR PLATE. 07 62 Qii.E 5TAINLES5 SiEEL F�iASFiI�IG. �7 62 DO.F MI[�. F1�115HED �IET,4L DRA1N BAR. �7 71 QOA 3Q x36 PREFABRiCAi�D ROOF HA�'CN. Oi 92 OU.A SEALRNT INITFi BRCKER ROD. 07 92 4Q.6 SEALANi JOIM: 07 92 E}O.0 ISpEA�ON JOINT Wi"fH PR�FORME� JOINi FiLLER APt€} SEAL.AM'. 07 92 OQ.€� WATER CUT-OFF i�dASTIC. 07 9S 9 3.R INTEEt10R IXFANSfON JOIM. 07 95 �3.8 CO�ApRESSIB[.� PR�FOR�I�D SI�ICONE. EXPANSION JOIM: DMSION 8- DOORS ANi; WfNDOWS U8 11 OO.A SiEEL DOOR. 08 11 �Q.B STEEL DOOR Fl�AME. os �� fla.c c�our �r noo� i�s�,au�. �8 f 1 OO.D ALUMINUM �RIP EQGE. Q8 T4 ODA PREFlNISHED FLUSH WO�D DO(3R. OS 4� OO.A AL1��11�U�1 ST4REFRONT. AROV[DE OFFSETT ATTACHh1ENi CL(PS AS REQ'D. 08 41 O�.B ALUMfNUM 1NRESHOLD. 08 41 OO.0 �RUDED ALUMINIl�I SILL. OS �FT OQ.D RLUMINUM BREAKI�ETAI. FINiSHED TO RAA�CM STOREFRONT. 08 4i OO.E SHi�tS BY STOREFROM SUPPLIER. OS 4i OO.F Slll F"L4SHING AND WA�R�AM TO MATCH STORE�RDNi'. 08 4] OO.G A!.!lMINtJM EN�RANCE WiTW f��31ltM SME DO�R. 48 41 OQ.H ALU�lINll�t FLASNlP1G. PREFINIS�lE!] TO A�A�CH Si'OREFl20M. aa �a. oo.a �.��i��� cu�a�w�, 08 4�4� OO.B C4lRTRINYVR�.L A�dCN4FLRGE AND ATiAGNF�ENT �IEMBER BY INSiALLER. ALLOW FOR iH�RM,4l.. IXf'ANS14tJ AND COMRACTIQN. 08 44� OO.0 EX�RU�ED RLIiMkNUt� SILL. 08 44 OQ.Q ALU�{INUM BREAlC�EfAl., FlNISHED T4 MATCH CURl'W�IWALL ns � aa.� s�iras �r currr��w�u su����. OS 44 OO.F S�.1. FlASHING AND WRTERDAM TO �IATCH CURTAINWREL 08 44 OD.G 1 lldSiJLATED METAI. PANEL FlNISHED i0 MATGH CURTAfNWRLL. 08 63 OQA P�E�I�tESHEQ ALl3�IfNU&I SiCYUGWT, TRIM ANQ CiJRB. 08 80 OOA 1 4 CLEAR TEMPEFtED Gl,ASS. a8 8Q Od.B 1 I�iSULAl1NG GLRSS - REFEREI�CE ELEVATfONS FOR TYPE. 08 81 i3.A i[4 L4W IRON BACK-PAlNTED GE.ASS. OPACi�-COAT FINISH ON SEC4ND SURFACE. �MSlE3N 9 - F(NISHES 09 21 OO.A 5/8" �YPSUM WALL BOARD. � os 7� oa.e 3 5/8 x a5 c�. ��r�. sruos �� s• o.c. u��ss r�oTm a��wis�. 09 21 OO.0 2p 1%2° x 25 GA. MEi'Ak. SNDS �� 6" O.C. I�NLESS NOTE� QT�IERWI�E. �9 21 OD.D 6 x 25 GA. �tErAL ST[I�5 0 f 6.4.C. UNLE5S NOTED OTH�RWISE. fl9 21 04.E SOUN� ATTEPIUAiION BlANKETS. fl9 21 QQ.F �I�FRL STL�D KICKERS AS REQUlREO. 09 21 04.G J�tOLD EDGE TRIl�. 09 21 OQ.H 5%$ �C�ERfO� GYPSI�M S�FFti' BOAFt�. 09 21 OO.J i/2" REIIEAL OR F MOLD[NG WIT�I PREFINISFfE.� SNAp-IN RE"�AL. os z� oo.x ����� X z� c�. ��r� srttus �� s o.c. ���ss Na�n o��s�. 09 30 QQ.R PO CEE�IN �iLE. 09 54 OO.R ACOUSiiCAL PANEL CEILJNG SYSTEM. 09 91 OOA FAlR1T�L) F1i�ISH. DMSION 10 - SPECIAL�tE5 10 73 i fi.R P�E�j+IUFACIUREE3 �M�dUM TREWS Wl?H iNEN. 4"XS' COLUMNS, 2 Xi2 S�iS AND 2 4 lATifCE. 10 73 16.B PRaIArtUFACTURE� �IETAl. C,�WOPY AND AT�'ACH�tE'�7'. QMSfQN 3i - EARINW4RiC 31 20 OQ.A F�NISH GRA�E. 31 20 OO.B DEZAINRGE FlLL. 31 20 OO.0 CO�pAGTED EAFiCH. DMSI4N 32 � IXi�tIOR iIAPROVEMEMS 32 i3 t3.A CONCRETE S[DEWAl.iC. � t. _ �., � L �:<�� K.S�r �r @�_.F i` l E � � ■ yi, CSO Ar�hite�ts AACHi7ECiURE • INTERTOR �ESIGAI 8831 Keystvae Cra3sfng • IAciianapolie, IN 46244 Muin 317.848.7800 � Fax 317.574.0957 • ssainc.net p 7017 W� lydR�d� Yie N@�fh Rrrx! CIRCL� n�31GH GfiOUP, INC. 551� 5. fJ45T STHEET SURE F IFF61ANhPQ115, ItiDNNA 4fi227 (317} 7B1-fi100 ��•� �-�� �� � ��-;� ��' E:r� �a .��,�w"� �3.�c�. ��:,�;�, raa . i i u �!i � �cea�ac.�D:�ri� �'r��9r���r� FiNK ROBERB & PERTIE, INC. ea+g a��a�n war w�sr orm�, su� soo ir+oiuuaaus, wouwn +sz�o (3��} a��-aaao s� ■ O AMERICAN STRlIC�1R�POINT 1NC. ■ . AR�ERICAN S7RUCTU�EpOtNT, INC. 7260 SHApE1,ANQ STA110N IkpW�F?4(!5, INafPNA 46256 (]17) 547-5580 PRO.�C'�: �COPE DRAWINGB: 7hese druwin�s P�dicate lha general scape af the project ' in larrrse af archilactural desigrt concapS, lha dimensions of � the bu�ldinq, the major architectural dements antl khe type � of struclurol, mechanical ond electrical system5. iha drawings da not necessarily indicote or descf,tie all work required for fuli performance and camplelion af the � requirementa oi th0 Cantract, Qn ihe 6asis a! the generol ecope �ndicalad or desc�ibed, - tha trode controclors shau fumish a�l �Lems required for the proper eMecutian and campletian af the work. ��v�sioN�: �j ASf �24 0�/a3/i 6 tSSt� DA'� L�iAll�i BY C}�CK� BY 05/27/iS JGC RRH DRAV�iNG TITi.E: EXTER�O� "�ALL S�CT�4NS CER'i1�tED BY. �� � � r�o. AR10600079 $TATE t1F _ 9�'C Ht � DRAWING NUlk�BER PROJ�C'� NUMBER 14� 1 � O6 1 i fl/ vv 7T �+M.v 14 J A45 � sc�: �" = 1'-0" nn na nn � O6 61 OO.A {BFlOW) 09 21 O�.A Q7 92 OO.A 08 41 OD.A 08 $U OO.B 07 21 OO.A a� z� 2s.a Q6 3 0 O�.D 08 41 00. E 07 92 OO.A 07 42 43.A 12 � � A451 se�: 3� = �'-a" O6 61 OO.A {BE{.OW) as �t oo.� Q7 92 OO.R Q8 44 OO.E os a4 00.� 08 8D oO.B 07 92 OO.R 07 42 43A � nrt n� nn a OS 44 OD.E Q7 42 43A 05 41 �4 21 04 21 06 31 a� 2� a� 2� .... ,., ..�.., cu� W/OS 41 OO.D �� nn ne nn s Ii3 J A45 i sc�: 3" _ �'_o" os s� oo.� (eaow) 09 21 04.A D7 92 OO.A 08 41 OO.A 08 80 OO.B 08 4i OO.E D7 92 OO.A 07 82 OO.A 04 zo aa.� � � J IL A451 sc�: �" = t'-o" 46 6i OO.A (BELOW) 49 21 OO.A Q7 92 �D.A aa �w. oa.� 08 44 OD.A 08 80 40.8 a� sz oo.� 08 �44 DO.D (WRAP CORNER) 04 20 OD.A � 7 � � A451 sc,v.�: t" = 1'-0" r � � � � � A451 se�: � " = t'-a" , d(ISTING STRUCTUFiAL COLUMN 09 21 D4.0 U8 21 OO.A � � EXISTING , o. . , N � R � ��� L �L.. A451 scA�: �' = t,_o� "9 � �� A45i �1+f1tG: � s - � �-V� A ,8 � Q7 92 OO.A 08 41 OO.R � QS 80 OO.A � � � � 07 92 QO.A -� 09 21 04.8 � 09 21 OU.A � 05 12 OO.A � 07 95 13.A 06 61 OO.A {BELOW) _ , N � � � 47 95 13.A IWGN WlTE-f 40 oaa os 10 ao.� ABOVE 05 40 E10.6 ` 20 0(}.A �4 20 �O.A N 2Q OO.B 04 20 qO.B °i _ � 16 53.A 06 16 53.A 27 26A 07 27 26.A z� oa.� o� 2� aa.� _ �09 2, 40.� 09 21 OOA D7 95 13.� 0 ao.� 2s.� 40.D 43.A 0�.� 05 4D OU.B D�iSiING ST�UC��tRI COLUl�I� � � , �. : _ -. . A451 sc�: �" _ � �S � W.... _ . �5 12 OO.A 09 21 OO.0 �- 05 44 00.6 i � �� 2f �.A I I ' ���$� 1l�113 M ��»1 r /' � � - 5 � A451 �: 1" - �'-o" A45� sc�: 1" _�'-o° � � 11" i0" aisr�Nc s�uc�u� � COLUI�N 09 23 QO.0 09 2i OO.A 09 21 QO.0 11 A451 a�` '' 1S EDGE OF 05 4Q 00 � KICKER ,- o� 20 oa.a � 04 20 OO.B . 07 95 13.A Al1GN WCTW os a� oo.� BELOW a� �2 �� (IXPANSION � `O 07 53 OO.G ' '� R�� • I � i���a��a�■ ill„ 1�#AA■�■ 1 11 I�, '�� 1 4 4 • ��� � I�I�. � r o . � �• ��� � • � � �� � � : , � ' �, \': � ,',� � _ _ .�. _ � � i �� 4 �� �i 1 11 ' f � �� �� �� 1 !� �'�� � =_-� � = = �= I�� 1 � r � � � �= �... �, �� ` , + /�r���r� �E rrr�rrr � ��_�_� �1= 4 " ` � � / � 1[111111[1R�11��l�E wMM�����j;��l; iii� a� t� : � � � ' u�t��1�� ; u�� ,r,..r.m,,,,,.,: �r�l�� � �,.. �� ��,::. ��;� �. i � �: �� � � � � i �� r, , , . � ., , �. i• ii �� �� ' 1' 11 � ,� � 1' 11 � 1 � 1 11 ` !' 11 ' �I � � �' �� a � I � . . t 4 � : / �---- ------ ; � '� , J _ ` � ! _... � --- --- �----� ��1� �1 I _.._ __�. - � ' ' � �' � . .. � _ __ , - �._ __.:T:_� � , 1.�. ' �� =-.�. =-- =- � �;��•� w,►��■����.��.■�■■a����►�c�a■■��■i� f �i • ■ •l��ii:i�iiiiiii�'=`' � �`u�lA�iA1[����[■��a���ts/�►1����[�ll . __. _,�- .■I�) '' " _ y�`�� � �ti►�r�r�a..r� .��/lI/��v �.,y � . , , 4 : m,, ��__�.�.� . � � s % �i�==i�l . �, ' ' ' 4 � � % `� , . �� r �� : � ;;�I�C., / ..'�� � �. � �� i . . i�ll .�...�.....�.� i � i � � t . , 4 � . ��i I� � r�� � • � ::�� r � , „ . _ . . �/�:!���i • - � ��►;�j�w--...�.-.�--� -___. �� - � . � � .: �i�. �_=.�....� ___�__..�.......�...� �.._._-�. �� E � t� . �� ,...�,���...�..�....�..����.«....►. ...�.. ,. ,... �,...... �....... �,...... �.� �� � . a / • a. � i . . --- � �. t �� � �.� � � � � �. ., , ���� � � � �� �4 „ R4�1 OB 18 53.R � 07 27 2fiA � 07 21 QO.A -� �'-� 1� . , �,_t �� . 3'-11 r � � ��� �� A451 sca�: i" = f'-o" - Q9 2i OO.A - 45 40 OO.B - 09 2i 40.0 - O6 69 40.R (6ELOW) . � � �; 0�4 20 00.8 a4 20 00.� � � DMSfON 1 - G�t+I�RAE.. REQUIRE�+[ENiS a1 10 00 THESE GE�dEW�E. NOTES AR� ORGANIZED BASE UPON THE CONSTRtiC�tON SPECEFlCAl1nN5 INS�'TCUI`E S 3.3 �MSIOI� FORI�lAAT. �I•IE �RGANIZA�lOI� OF THESE GENERAL N�TES [MO DMSidN5 CON�'QRM5 IN GENERAL WITFE TME PROJECT t�FWUAL WREPARE� FOR THIS PROJECT. DMSfON 2- IXiS11NG Cti{�DR10N5 {NOT USE�) �MSION 3 - CONCREiE 43 30 OO.A CONCRETE SfAB (ON VRFOR BARRIER), o� 3o ao.a ca�cR� �ouN�A�nor� w�.. a� 3o ao.c CONCRETE FOOTING. DMS10N 4 - MASC)NE7Y QA� 2Q OQ.A FRCE BR�CK. 04 20 OQ.B FLD(IBLF� ANCHOR W� 1RlANGULAR 71E � 18" O.C. V�RTiCALLY AND 1fi O.C. HORI M'ALLY. ATiACHEi} DIRECTLY TO METAI. STLJOS. 04 20 OQ.0 SELF-ADNESlVE, F�XIBLE SHEET FLIISMING. �4 20 OO.D I�ORT N�. 04 2U 00.� WE�P�E�fT1tATOR �OCAT�ON. SEE SPECIFiCA�1�tdS FOR f�AX. SPACIN�. 04 20 OO.F TERM NATION BAR. Q4 2� OQ.G Sx�xt6 PtOMENAL NORMRLWEEGHi CONC�ET� I�ASONRY UN�T. � 04 20 OO.Fi HORIZONTAL JO11VT REfNFQRGlNG AT 16 O.C. V�R�ICALLY. 04 �� aa.� c�ou�r so�o. o� �2 ooA CAST Si`ONE B�LT COURSE. [fMSION S - MEFALS 05 12 OOA STRUCTURAL 57EEL FRApAING MEMBER. REF. STRUCTURAL DRAWENGS. 05 21 OO.A ST�£L JOISi. REFERENCf STRIiCTt1RAL DRAWINGS. U5 31 flO.R 5�. ,�ECKING. REFER�NCE STRItC�JFtAAL DRAWINGS. 05 44 flQA 3 5 8 1$ GR. 5iEEL STUDS � 16 O.C. CROSS BRAGING A5 R�Q'p. o� 4a flo.e s� s cA. sr�E� sruas ��s o.c., e�dss ��cirrc As ��a'a. 05 40 OQ.0 9 8 GA. Ck�P /WGLE. US 4U QO.D 10° 16 GA. S�£EL JOISTS � 1fi" ,� C. CROSS BRRCING AS REQ�D. 05 44 OO.E AQdUSTABLE GALVANIZED SiEEL °Z �SIJBGiRT. 05 50 fl0A PAIME� STEEL CHWVN�L �[NTEL R�FEREAiCE SiRUCTURAL [3RAW[NGS. 05 54 00.8 MISCELLANEOUS STE L R�ER�f � SiRUCTURAt. DRAWI�,G5. 05 54 OO.0 1� CAI, I,ADpER W i�2 x2 1�2 FLAT BAi� RAII�S 18 ,4P/�T W/ 3 4� NQN-SLii' R NG AT �,2 d. . AT E.EAST 7 CLEAR FRdk� E�YAIl. ANCE{OR VVITM 1/2 x2 i�2° L-SNAF'ED F1AT BAR AT 5'-4 O.C. MAXII�U�I. Q5 50 00.� 3/16" ZFfICK ST�EL Pl.ANTER BOX WiTH POWUa? C4A� �1NI5N. DMSi�I� 6- WOQD, PLASTICS AI+iD CONEP051TES O6 9 Q OO.R TREATED WOOD B OCKING/I�AiLER. �ERE-�REATE� AT Atl. PARAPEfS. 46 i0 OO.B WOOD SLOCKING�NAILER. 46 i 0 OO.0 W�D SHI�f. Q6 i 0��.p 3%4 IXTERIOR GfiAAEIE PLYWOOD SHEATHING. FiRE-TREATED AT Al.� PRRRPk7S. 06 i4 O�.E 1/2" FlRE-TREATED Fi.YW00D SHEATHI�iG. 06 i 6 53.A 1 2° EXTERIOR GYPSUM B�ARD SHEATW[NG. 46 4� OOA � C[AMINATE ON 3/4 PART�CLE BOARD, AL� EXPOSED SUR�'AC�5. 06 42 QOA 3 4 WOOD PANELiNG. 06 42 04.8 3/4" WOOD PRNEL SYSTEM BLE)CKING. a6 42 OQ.0 3/4" WOOD R�VEAL SPRCER FiNISHED �'0 �lATCH W00� VEN�ER O6 6i OQ.A 1/2' Ti�IICK SOLID SUFt�ACE MATERfAL. DMSIDN 7- T�iERIti{AL AND f�OfSFIJRE PROTECTiQN 07 14 OQ.A D�lutPPRDOFfNG. 07 21 OU.A 2 EXi�R�3�E� POLYSiYRENE ft�5ULA110N. D� 21 OO.B R-8.4 FACE� SEltiffl-R[G1p ROCK--W(}OL INSULATlON WiiH ATl'ACHh�EM' C�IPS. �7 21 OQ.0 R-19 UNFACEU GLASS �16E�t BRTT 1NSUlATiON. d7 27 26.R Aiit A1�1D VAPOR �RRRIER iNE�lBRANE SYSTEfi�. �7 42 43.A PREFlI�fSHED ARCNI'fECTUW� CnMPQ5lTE PANEL. 07 42 43.8 RLU�IfNUM FlASHING. PRffINISHED TO �tATCH COMP05fiE PANEL 07 S4 OO.A MECHANICALLY ATTACHED TPd FLIXfBLE 5HEET ROOfING SYSfEI�. o� � oa.e �-zo �o�.�nsac�Artut��r� �too� i�su�a�ora. fl7 54 OO.0 EiUIL•T-EJP INSULATION �0 ACHIEVE POSfT111E pRAlNAGE. U7 54 OO.D l.AP SEALANT. 07 54 00,� TERMINA7i0N BA�t. 07 54 OO.F COUNTER FLASHI�IG. 07 62 OOA MEiAL FiAS�iING. 07 62 Up.B FU�SNING Wi1N S�'AlNLESS STEEL GLRMP RING. 07 62 UO.0 PREMANUFACTURE� Ai�I[1 PRffINISHED M�'AL GRAVEL STOP ANQ FA5CfR WIiH CONT1�fU0US HO�E? D�WN CLIP. D7 62 �O.D PREMM[EJFACTURED APtD PRffINiSHE[1 �lEfRl. COPING WCiH PREFABR[CATEa ANGHOR PiA�. 07 62 OO.E STAfNLESS S1�L F�.ASHING. 47 62 OO.F MIl,� Flj�ISHE[1 METAL DtZA[N BAR. Q7 71 �O.R 30 x36 PREFABRlCATEC} ROOF HATCH. . �7 92 OOA SEALRNT Wi]N BACKER ROD. 07 92 00.6 SERIANT JOiNT. a� sz oo.c isou��a� �o�t� wm� ����o���a �ai�r Fl� �� s�r. U7 92 OQ.D wATER CUT-O�F MASTIC. 07 95 13.A INTERfOR IXPAA[S[4N JOINT. 07 95 13.8 COMpRESS[BLE PREFORMED SfLfCONE IXPAiJSlON JOINT. DM510N 8-- ElQORS IWD WiNDOWS OS 11 OOA STEEL E}OOR. 08 11 04.6 Sl'EEL [}OOR FRAM�. a8 11 QQ.0 GROUT BY �OO�t INSTAE.L�R. �$ 11 00.[? ALiiMINUI� DRlP EDGE. OS 14 �OA PRffINISHER �lUSH W00� DOOR. - 08 41 OOA AWMfNUM SiOREF'RON� PROVIDE t]FFSETT RTTACWME�tF C�IPS AS REQ�D. 08 41 04.8 ALlIM1tdUM THRESH4L�. fl8 41 OO.0 EXTRElDED Rl.UMINU�A 5ELL US 41 ��.D ALUlA1NUM BREAfCMETRL FlNiS�IEQ TO �ulATGH Si'OR�fRONi. fl8 41 flO.E SFIf�dS BY STOREFRONT SUPPl�ER. Q8 41 OO.F SILI. F1ASHfNG A�[D WATERD,4l4ff TO MATCH STOREFROM'. 08 41 OO.G ALUMINUM EMRAt�[CE WfT}�I MEaiUM SiYLE D40R. 08 41 OO.H ALUMINUM FLASHING. PREFENfSNf� TO �IAiCH S�'OR�FRON�'. � OS 44 OO.A ALUNlINUN CUft"CAlNWALL. 08 44 00.6 CURTAINWALL RNCFEORAGE AND ATTACH�IENT MEMBER BY fNSiALLER. hp A� /�n ALLOW fQRx` Ih'iEARt`M'AL�+ D(PANSfON �WQ CONTRACTION. VW 77 VL.0 ���� MLV��f'FU� 3�� 08 44 OO.D ALlil�l�tl1M BREA}C�t�l'At, FINISHED TO MRi'CH CUR7AINWALL. os � oo.� SH1M5 BY CtlR�AINWAE.L SiiPPLIER. 08 44 OO.F S�j.L FLASHING AND WATERUAM TO A�ATCH CURTAINWALL Q8 44 QO.G 1[NSULAT�R MEiRL PR�t� �INISHED TO I�fA�fCii CURiAINWALL 0$ 63 00.� �'��INiSHm ALUMINUM SKYfJGHT, TRiI� ANA CE1RB. Q8 80 OOA 1 4 CLEAR TE�IPERE� GU1SS. 08 8Q OO.B 1[�fSULA1�NG GLA55 - REF�RENCE ELEVATIOl�S F4R TYP�. QS 81 13.A 1�4 LOW 1RON BRCK-PAINTED GLASS. OPRCi--COAi FfIVISH ON 5 CAAlp SURFACE. DMSION 9 - FINISHES os 2� oa.� �/as �rnsu� wAu. Bo��. 09 23 OO.B 3 5/8 x 25 GA. �1ETAl. S?UUS �� 6' O.G I�NLESS NOTEU OTFiERWISE. as z� oo.e 2„ �/�° x 2� cA. ��r�. sn�as �� s• o.e. liNlESS NOTED OTH�RWISE. 09 23 OQ.D 6 x 25 C�. �4ETAL 51UDS � 16 O.C. UNLESS NO7ED O1�EERWiS�. 09 23 OO.E SQUN� AiTENUAT[ON BL4NKEiS. 09 23 OO.F �I�i'AL S1UD K[CKERS AS REQUIRED. 49 23 OO.G � J�lOLD EDGE �FtIM. 09 23 OO.M 5/8 �ERIO� GYP� I� S4F`�Ti' 60AR�. 09 2i OQ.J 1/2� REVEAL OR � MOLDING WI� FREF[NISHED 5NAP-IN RE►f�AL. 09 2i OO.K � 5$° x 25 GA �IETAl. STUE}S 0 16 O.G UNlFSS NOTED 4THE�lViSE. 09 3n UO,A f'0 CEWN TILE 09 5D OQA ACOElS1iCAl. P,4ldEL CEILfNG 5(STEM. D9 9i OQ.A PAI{�D FiNiSH. omsiaH �o - sp�e�.�na i0 73 16.A P�F�dl3FACSlIFt�D �M�tUM TRELLIS WITH M1N. 4"XS# COLEIMNS, 2 12 �EAMS AIVL} 2 4 LATFICE i 0 73 i 6.B PREAdAidUFRCTUREi} ME�AL CEWOPY AND ATTRCHMEM'. QMSIQN 31 - ERRTHWE3RK 31 20 OOA F1NiSF� GRADE. 31 20 OO.B E}RAINAGE FILL 31 20 QO.0 COMPACTED EARhI. DMSION 32 -- IXf�RIOR [MPRD1f�MENTS 32 t3 13.A CONCREEE SIREWALK. � � s �..;� ,�.�� _ �� � w��� �~ s ■ , s i CSO Ar�hitects AxcFtt�c�ru� • INTERiOR dE51GA[ 8831 ICcystonc Croesing • Indtanapoli�, IPi 46240 Ma{� 317.848.7800 • Fax 317.574.4437 • csoinc.net m �,� ��. K � �,�, CIRCl� D�31GN GROEIP, IHC. 5510 5. F/ST SiREEi SUiiE F INIXANAPOLIS, !R➢UNA 46227 {3�7) 781-fi2�0 �°��� ��"��3�� � ,��."�,�, ��� ������r.�� ���:����-� FINK ROBER$ & PER�iE, l�iC. 9449 PW4Ntti1' WAY WESf RdtNE. SUTE 200 i�owuPous, ir�oia�w 4sz�o (317) 87Y-8400 ■� v AMERICAN STRUCTlIREPOINT ■ AMEAICAN SiRUC"CUii�polNi', INC. rtea sfuo�uu+fl sz.anoN IH�'AIJAPOLIS, INDLINA 46756 {S17) 547-55$0 PEtOJECT: 8C4PE �RAiIi�NGS: ihese drawings indicote the general scope oi lhe praject in lerms oi orchitaclural dasSgn cencap4 tho d�maneiona of the 6uilding, lhe major architeciural elemersle and ihe kype of structurvl, mechanical artd electric¢! systems, ihe drawings do not nacassarity irdic¢te or descri6e all work reQuired for tull pedarmance and cempletion of lha requkementa of ;he Contrad, On 1he baeie pf Lhe general ecape indicake0 ar descrihed, lhe tradQ contrpctors ehaq fumish pll itemy raquired !ar lha proper execution and eompletion ot the wark, R�MSIONS: Q ASl �23 01 /26/� & 1881� DAi'� I�'tAW�f BY CF�C[C�D BY 0�/27/is aw� � DRAW[NG TITL�: E�TER�OR PLA� �DETA�ILS CERTIFIED BY: �4� �� � Wtf. ARi0604079 STA'fE � �9CNi � tu�aan�� �u��� RROJ�CT NUWiBER 14041 . �. _ __ 0 fl9 21 E}O.B O6 42 OO.B O6 10 OD.E B01'. �F SOfFiT f9'-0" A.F.F. 46 9�2 OO.A 06 42 OO.A Ofi 42 Q4,C U9 21 OQ.A 09 21 OO.E Q9 2� OO.B 06 �0 OO.E os �2 oo.a as �2 oo.c O6 42 OO.A � � �0 � ���� A601 sc,a�.E: t" = t'-o" 09 2i On.B D9 21 O�.A BOT. OF CEiLING � f10'-0" A.F.F. 09 21 O(}.A {2 EA1'�RS} B�T. OF SOFFI'f -�9'-0" A.F.F. �9 21 OO.A (1 ��r��s) 09 21 OO.K OR OB 10 OO.B CONT. R�C�SSED LlGHT, REF. ELEC. DRRWiNGS Q8 42 OQ.A (BEYOND) 09 21 O�.A (8�1'OND) COM. RECESSED �EGFI� (BEYOND), REF. ELEC. DRAW(NGS � 09 30 OO.A (BEYOND} ��sr �oo� nr�Oq v 11 UU.tf BOT. OF G�ILING -�9'-Ba A.F.F. �� oa.� 21 OE}.R LAYERS} TOP QF RECESS +8'-2 1/2` AF.�'. 21 OO.A 2i �O.A Zt oo.� 21 4Q.B 21 OQ.A 21 OO.A BQ�. QF RECESS f2'-7' AF.F. 2i OO.B 2 t OO.A LAYERS) 21 OO.J �9 30 OD.R 09 21 OD.A {1 lAY�R} FlRST F'LOOR O��np tir �� � � ������ A601 sc�: �" - i'-oA � � g ���'� A601 sca�: 1 � = �'-o" 09 21 OO.B � ° o BOT. OF CEILfNG � +9'-6° A.F.F. ' 09 2i OO.A � � 09 2 3 4D.A (2 LAYERS} TOP OF RECESS � +8'-2 1 2' A,F.F. D9 21 OQ.K OR D6 � 0 UQ.B Q COM. RECESSED LIGFET, R�'. �LEC. DRA�YINGS q8 i0 OO.E �9 21 OO.A os z� ao.� 09 2t �O.B 09 21 O�.A � Q8 8� 13.A FOTTED PUWT BY OWNER Q5 50 00.� 09 2l OO.B 09 21 O�,A BOT. OF CEIL�NG T�v,`�/p ����� 09 21 O�.A (2 LRYERS} BOT. 0� SDF�IT +9'-0� A.F.F. D9 21 OO.A (� ��s) O6 � 4 OQ.B O6 42 OOA (BEYOND) 09 21 OO.R (SEYOND) 09 30 OO.A (BEYONE?) ��� �oo� �i�Op a9 2t oa.a BOT. OF CEi!!NG +�4'-0' A.F.F. 09 21 04.A 09 2� ()t1.A (2 lAYERS) 09 21 OO.J 09 2� OO.A (2 1AYERS) 09 2i 04.A os z� oaE os 2� ao.e �9 21 OO.J 09 21 OO.R (2 lAYERS} 49 2i OO.J 49 30 �D.R [��1�� ��' .,, 1 1 •, . �. :,� � s-� s o •. ,,� � � ►��. � . � "� . , . _ . r �. . ; , �` SGAL�: 1 /4" = i'-fl° eor. oF c�iur�c +9'-11 ° A.F.F. ��s�r �00� � 0'-0 �/ TI Vy/�� vv �� LIL7.!'1 � 3 L� Y L� T!O A6� 1 sc�: ��4" = � r_'op EOi. 0� CEiLING +1 D'-0# A.F.F. FIRSF FLOOR n��Or �, v� � � vv.n� � i r. � : �' � �.s �"'. ` , `,. ; SCALE: 1/4" = 1,_4" v.. �,.. vv. .� �.. . vv -� � vv�v vv T�. vv.e� � � ��� � ���� �`�o sc�: �/a�° � �'-a° V�! VM VVN'l VV JV UV•V BOT. 0� CEI![NG +i 0'-0' A.�.F. �T OF l�l CEiLIP� 'r9'-Vn A.F.I��. FiR5i FLOOR o'-o' BOT. QF CEfLING +10'-0" A.F.F. BO% OF L{t�f (�[L� -F9'-6° R.�.F. F1RST FLOOR h��/�O U U � �� DMSION 1 -- GENERAL REQWREMEI+iTS 01 10 00 TWESE GENERAL NOTES AR� ORGANIZED BA5E UPON THE CONSTRUCTfON SPECIF1CA�lONS 1tVSTffUTE S 33 DMSION FORR�AT. TFIE ORGANIZATiDN OF �FlESE GENERAL NOTES IMO DMSlONS CONFORMS IN GENERAL WC�H THE PROJECT 1�RNUAi. PREPARE� FOR THIS �'RO,iECT. QMSION 2�- QQ5ilI1G CQNQITIONS (NOT USED) RMSION 3 - CONCREIE � 03 30 OQ.A CONCR� 5LA6 (ON VRPOR BARRIER}, 03 30 OQ.B CONCRETE �OIiNDA�ION WAu.. a3 3o Qa.c coNCR�r� �oor��vc. DMSION 4 - t►�ASONf7Y 04 20 OO.R FACE BRICK. 04 24 00.6 Fi.EXIBI.� RNGHOft W1 TRfAAtGl1LAR T!E �� 6A O.C. VERTICALLY A1�1D � 6 O.C. H�RIZINiALLY. ATTACMED DIRECTLY �4 ME?AL STUDS. a4 20 �O.0 SELF-ADH�5lV�, F'4.EXIBLE Ski��' �LAS�iI1VG. 04 20 OO.D t�ORTq� NET. 04 �0 OO.E WEEP/VEMIEATOR LOCAitON. SE� SPECIFlCATfOt�S F'OR MAX. SPACIPtG. �� 20 �O.F TERMIt�lA�10I� BRR. �� . 04 2� �a.G Sx4x16 NQMINAl,. NORMA�.WEIGH� CONC�E� l�AS4NRY UNR 04 20 OQ.H HORIZ4N1'AL JO1M' REINFORCING AT 18 O.C. VERTECRLLY. 04 za oa.� cRou� sou�. 04 72 flO.A GAST SiONE BELT COURSE. DMSION 5 - ME�ALS 05 12 �U.A SiRUC�URA!_ STEEL FRAMING h��luIBER. R�F`. STRUCTURRI. �RAWIN(xS. 05 21 QOA STEEE. JOfST. R�RENCE 5"CRUCTURAL DRAWINGS. as 31 00.� sr�� ,pec�c��vc. ���R���� s��cr�w�t ��w�r�cs. 05 4�4 00 B 6" 5 8 GR� SIE� �5T DS ��S 6� 0 C., � R�SSRBRRCI�iG4CAS R�Q'D EQ�D. 05 40 OO.0 i 8 GA. CL(P RNGL�. 05 40 OO.D 10" 16 GA S�i�EL JO[STS � � 6� O.C. CROSS BRRCING A5 REQ'D. �5 40 40.� AQJUSTRBL� GALVAAf�1fIZEE} S1EEL "Z" SI�BGIRi. 05 50 OO.A PAIiVTEU STE�L GHANNEL. �M�L. RE�E�i�NC£ STRUC�'U!� DRRYYl�iGS. 05 50 00.6 MISC�LLANEOUS STE L. R�REi� F� STRL3CiURAL �RAWl�,GS. 05 50 OO.0 NE CAL lAD�ER YV� 1�2 x2 1�2 �L.Ai BAR RRi�,S t8 APART W/ 3 4� NON-5�IP R NG AT '� 0. . pAT LEAST 7 Cf.EAR FR0�1 ��tAl1.. ANCHOR WlTH 1/2 x2 1�2 L-5HAPEEi FLAT BAR AT 05 50 OO.d 3/�6° TNIC��STE�Ma WU�IMER BOX Wlif� POW��R CDAT FI�[ISH. DM5_ION 6- W40D, ,PLASTICS AND CO�IPOSfTES 06 i 0 OO.A TREAIED WOOD B�OCKlNG/�iNl�R. FlRE-TREATED AT Al.l PARAPETS. O6 ifl OO.B WDOD BLOCKING/NAIL�R. O6 1D OQ.0 W�D Slil�1. O6 10 00.0 394 EXi�RIOR GRAb� PlY4V00�? SHFATNIPIG. FIRE-TRFA'iED AT Af.L PARAPEfS. OB 10 �Q.E 1/2" FiRE-TREATED PLYWOOD SH�ATHING. 06 16 53.R 1 2" �CfER14Et GYPSUM 8�,4�D SHFAT#�iN�. 06 40 OOA R C LAMINATE ON 3/4 PARTiCt.E BOARD, A�l. EXP4SED SURFACES. 06 42 O�.A 3 4 WE3QD PANELIN6. . 06 42 flO.B /�4� W(}0� PANEL SYSTEM BL4CKING. 06 42 UO.0 3/4 W�D REVF� SPACER �lN1SHF� TO MAi'CH WOOD VENEER D6 61 OOA �/2" iFiIGK 50LID St}RFAC� �IATERfAL nM510N 7- TH�RMAL AN� �[OfSTUR£ PROTECTION 07 1�k OO.R D�IIMPPRQO�NG. 07 21 flO.A 2 EXTRUDED pOiYSTYRENE 11�5tJLA�[ON. 07 21 OQ.B R-8.4 FRCED SEMI-RIG[D ROCK-WOOL IiVSU1AiIQN WITFi A�'TACNl�E1Vi' C�IPS. 07 21 �fl.0 R-19 UNFAC�p GlASS FIBER BA1T INSULATION. D7 27 2fi.A AIR RN�3 VAPOR BRRRIER MEMBRANE SYSiEM. 07 42 �3A FREFINISHE[} RRCHCTECNRAL �O�ip051� PRNEL � 07 42 43.B AiU�IINUht FIASHING. PREFIN1SHf� TO �lATCH CD�IPOStTE PANEL 07 54 OOA �I�CHANICALLY ATTACNEa TPO �L�XIBLE 5HEEf R04FlNG SYSTEM. 07 54 OQ.B R-20 PQE,YISt7CYANURATE R00� INSULATION. 07 54 OO.0 BilIL7-U�' 1N5UU1TlON TO AGNIEVE POSITiVE DRRINAGE. 07 54 OO.D LAP SEALANT. 07 54 OO.E TER�IINA�ION BAIt. Q7 54 QO.F COiJMER- FLRSHING. 07 62 OOA �IETAL F�ASHI�IG. 07 62 �O.B �I.ASHlNG Wf�H STRINLESS S7�EL CLAiNP RiNG. 07 62 OO.G PREMANiI�'AGTURED AND PREFINfSH�D METRL GRAVEL 51'OP AND FASGlR WITH CONTl�fUOUS HOLD DOWht GL1P. .. 07 62 00.[J pREh�1UFACTUREQ AND PRE�fN15HED ME7AL COPIIVG WiTM PREFABRICATED RNCHOR PIATE. � 07 fi2 OO.E Si'AIN[.ESS ST�EL FLASNiNG. 07 B2 OO,F Mll�. Fl�VfSHED MEfAl. DRAlI� BAR. 07 71 OO.A 30 x36 PREFABRfCATEU ROOF HATCH. p7 92 OOA S�ALANT WiiH BRCKER ROD. 07 92 00.6 SEALANT JOIM'. 07 92 flQ.0 ISOlA�fON JOIM' WiT�-I PREFOftNi� JOfNT FILLER AN[I SERLANT. Oi 92 OO.p WA'i�R CUF-OFF MASTfC. 07 95 13A INTERiOR IXPANSION JOIM. 07 9� 13.B COMPRESSIBLE PRE�ORMED Sl�ICONE EXPAIVSION J01[�iT.. � OM5fON 8- DDORS AND Wlh[DOW5� . OS i 1 OQ.A ST�EL DOOR. OS 1 i OQ.B ST�EL D44R F�2Aa[�. 08 1 i 40.0 GROUT BY DOOR IIJSI'RLLER. OS 11 OO.D RLilM[NUM DRiP EDGE. 08 9 4 OOA PREFlNiSHE[} FLU5N W40D DOOR. OS A�� QO.A ALUl�11�UM STOREFROM. PROYIDE QFfS�.li AiTACH�lENi CLIPS AS REQ'D. oa �� oo.g �u�i�u� ���sHa�. 08 4i OO.0 EXTRUDED ALUM[NUM SILL. DS 4i OQ.D ALU�IENIiM BREA!(M�'AL FfN1SHEQ TO MAiCEi 5TOR�ON1'. 08 41 00.� SHIMS BY STOREFRONT SUPPLIER. 0$ �F1 �E}.F SII.L F�ASHING AND WATERDAI�{ TO RAAi'CH SfOREFROM'. 08 41 OO.G ALUi�INiIM EMRANCE WITi�I ME�IUM SiYIE QOOR. os 4� oo.� a�u��rru� �s��r�c. PR�FIN[SHa7 TO MATCH STOREFRONT. os � oa.� �.��ri�au� c��rA�ra��.i.. Q8 44 OO.B Ci1RTAINWALl. {WCHORAGE AND ATTACHMEM' �l�+IBER �1' [NSTALLER. p n A�LI.DpW FQR THt'E�RE�MIAI.�+ IXPRPtSfON AN� CONTRACTION. �V � �L.0 LAlil��� ��M�f`[E!� J�� 08 44 OO.D ,4Ll1MkNUM BREAKMETAL F�NISFiED TO �IATCH CU�t'fAINWRLL 08 44 OO.E SHIMS BY CURTAINWALL SUPPLI�R. os �-a� oo.F s� �sH�r�c �wa wA��Q� -�o �Tc� eu���w�u.. Q8 44 UO.G 9 INSUEATEt3 M�TAL PANEL FINISF{ED TO MA�CH CUfiTA1NWALL. 08 63 OO.A P���fN1SHEl3 Al.UIN1NUl� SKYLIGHT, TRI1N AND CliR6. 48 8a OQA 1 4 Gi.EAR TEMPEREEI GlASS. 08 80 00.8 1 I�JSUVITING GLHSS - RffERENCE ELEIIATI�NS F4R TYPE. OS St 13A 1[�4 LOW IRON BRCK-PAIfV�D GLASS. OPACE-COAT FINISH ON stCOND SURFAC�. DMSION 9 - FiPfISHES as �� ao� �/a° ��rnsu� w�. �a��. 09 21 Op.B 3 5/8 x 25 GA. l�ETAL STUDS 0 i 6' O.C. UNLESS MOi�D OTHERW[SE. 09 21 OO.0 2,1/2" x 25 C�1. �k7AL 5TUD5 Q t6" O.C. IINI.ESS t�OTED OTHERYff5E. D9 2t OQ.D 6 x 25 GA METRL STUDS 0 16 O.C. E1NLE5S NOTED O7HERWISE. 09 2� OO.E SOUtdD ATTENIfA�IC}N BI.A[dK�TS. 09 21 OO.F �lF�(RL SFUD KICKERS AS REQUIR�D. 09 2t �O.G J�lOLEi EDGE TRf�I. 49 2� QO.H 5/&„ �RfO� GYPS�M S0�11' BQARa. 09 2i OO.J 1/2 EVEAL OR �{O1DfNG WIT�i PRF�'INISNED SNRP-IN REV�AL Q9 2i OO.K l 5_/8" x 25 GA �IEfAI. STUQS 0 i6 O.C. UNf.�55 {VOTED O1NE�WISE. a9 3U OO.A POKCaAIN TiLE. �9 50 OO.A ACOElSTiCAL PAt�lE!_ CEILING SYSTEM. 09 91 OO.A PAIMED FiNl5H. DMSION t0 - SPECII�III.�]ES 10 73 iS.A 2�12�BFF_AAM�S RN�E} 2'X4�LAiTICEWS WffH M1iV. 4"XS° COLUMNS, 10 73 � fi.B PREMANUFACTUR�Q �I�TAL CANOFY AND ATTACHMENT. DMSlOiV 31 - EAF2iHWORK 31 2� OO.A FiNlSH GRADE. 31 2Q O�.B DRAINI�G� FIl1. 31 20 OO.0 COMPACTED E4f2TH. DMSI04i 32 - DC�ERI4R f�SPROIi�M�l�iTS 32 t3 i3.A GONCREIE SIUEWALK. ��� � � �J .��` `" ��� .� - R ■ � � ! CSO Architects fiRCH1TECTURE • IN7'EAIORDESIGN sa31 tceyeconc cross[ng • Iuatsnepoti.,, mt 46z4o Mafn 317.848.780p • Faz 3i7.574.0957 • �sainc.qet m m„��k ��� CIRCE.E DESIGN GROUP, INC. 55f0 5. F.A51' SfREET SUITE F wawu�aous, rr�ouv� 46727 t��� �a�-szan fi?'� '� �c�� {��� �' s �.�d' '�, w �r� � i� �c�rp�c�:��sr�� ���srra�a�a e� FINK ROBERS & PERTf£, iPtC. 9449 PPoORRY WAY WFST �RNE, SZNfE 200 �aowuaous, irwwu �zso (317) 872-859� �� � AMEFiIGAN srRucTUREPoi�T ■ AMERECAN 5TRIlCTI�REP0INT, INC. �zeo s�ua�vo srnnoN SN04ANAPOLlS, �SD4bPtA �6256 c3,�� ��-� PRO.�CT: SCOPE DRAWiNG8: These drawings indicate !he general stope a( the prajeot in ierme af nrchftecturol dastgn cortcept, the d�manelana af the hu�lding, ths majcr architedurcl elerrsersta and the type aS stnsetural, mechcntca� and e4eetr�eal syskems. ThD drawinga do not nectssarily indicate or describe a11 wcrk required !ar full perfarmence ond completion of the requirements af the Conirecl. On the hosis of tha gane�al scape ind�[atatl a� dascribed, the trade conlroctore sholl fumish o11 itams requi�ed for !he proper executian and campleiion o! the wark, ��v�s�o�s; �1 RSI �O6 07/31/15 2� ASI �14 09/28%15 IS8l,� DA'iE �tAl�+l BY CF�CiCED BY 03/27'/1� D11YG ARH DF�AWtNG TfTLE: �NTER�OR� ELE�ATIONS CERi1FIE� BY: 4� � �! N0. AR10��0079 STATE OF 9�C H� '< � DRAVYMIG �I�MBER PROJECT NUMBER 14Q41 , ___ _ _ ---. __ � i � 5S � ::1 �► ���� ,��� . .' ,� �� �� ��� ��� S:/MLL� ! I'Tp � � )'"' VA C.6 O �o��� 6N 5N , . "� ' . ;! i , ■ � , - � 1 �, �. • ,;� 1N 0.9 15 f I ,� ■ . � � � �. �. � � i AUO� , •x�fu.L: 3/32A - � �-0� ��J 0 C.6 J J. � � ' � �� � IN�1CA�'ES F1.Ei0R FINiSH XX INQICATES �fAIL FINISH OINDICATE5 BJIS� FINISH XXX IN�1C�1FS h11SCEWWEOUS fiN15H � IFIRICATES CElL1NG FiNISH A. PROVIDE S,�MPiES OF A(1 FlNI5H�S �'0 AftCHITECT/DESIGNER fOR RE111EW I�ICLUDfNG INSfRLLA�ION JOINT AND SEAM lAY—OUfS. B. REFEREi�CE INiER10R ELEVATIONS, WHERE PROViDED, FOR ADDi1�OhlAL, FINISH i�Fo��-no�. C. AIl ii0110W MEfAL DOQRS AND F'FtAl�IES RRE TO 8E PAIt�iT�D P3 AS #?EQUIRED PER TFIE DOOR SCHEUDL�. D. PAlNT ALL EXPQSED METAL SllRFACES (I.�. Gf21LLES, HEATERS, AND FlRE QCCINGU[SHER CABINETS} �'0 MATCH ADJACENT SURFACE. �. Ru. B�JLKFfEADS M1D D}�riYALL C�kLIN6S ARE TO BE FAiNTED P4� UNL�SS N0� OTHERWiSE ON REFLECTE� CEI�lNG P�.ANS. F. �'AIM' ALL �(P05Ef} PLYWOOD BACKING BEMIND RHaNE ANi3 EfFCTRICAt. �ANELS �0 MATCH ADJACENT 5�1RF'ACE. c. � �.00R��ac �rsrno�s ,�� �ro e� �asE� usi�tc u�r�x to �c��ev� � s�aoon� avQ u��Fo�� �asmora. H. AL.t. CRRPE7 fS TO BE CARPE!' TiL�, UNLESS N�TED OTHEI�4ffSE. i. �smor� sr���s ��w�� u�tuK� �oo�i�c su�Fac�s is �ro e� �IANIJ�'AC'fUR�RS STANDARD TiiIN PROFILE IiIM�L MO�DI�1G, COE.QR SELECTEQ BY RRCHiTEC�/QESfGNER. �. �t��ta��s wiu. �ror �� accE� wtrr�our w���v aPP�ov�. o� ARCHITECT/tiES[GNER. SA�IP�S, WHEN APPI�CABE.�, 5HALL B� SUBMfRED FOR REV[EW. K. 7JNC Si'RIp5 Ak�E REQUIR�D AT IILL GROU� COLQR CHRNGES I�V �ILE FLOOft[NG AND AT T3ZANSI�{ONS FR0�4 TILE FLOORING TO CARP�. L ALL FLQORING TfLE TO BE TFEIN SET. M. GROUT COLOR TO BE SE�CTER BY ARCH�'�CT/DESIGN�R. N. WiNDOW SILLS TO BE SOUO SURFRCE "SS1 ". i'. ALL i'O1L£�' PARTfiIQNS RRE TO BE S�AINLESS S�L Q. Ru. EXTERIOR WINDOWS WIiH VISEOP[ GLASS ARE TO R�CEIIfE ROf1ER WIN�OW 5}�Af?E5 IXCEPT 1fESTlBULE tEl1. COLOR TO B� SELECiE� FRO�{ l+�Wt1FRCTURERS FULL RAAtG� DURING Ti-fE SliBl�liTAl AROCESS. G�NERAL�_ FINfSH DESIGNAT10N5 � CARPEf �liE � PORGELRIN 11LE I,� iHIN 5ET T�RRAllO y�I v�� ca��nsrr� �n� � SFA�.E[i C�NCR�fE .$� RUBBER FL40RiNG � e�,s� � T�ftE DE A#dD� IR SER P Pw�' � WALLC4VE�tfNG � WALK OFF 1�lAT �!, DECORA'fIVE G1ASS ,�jQ WOOD PANEL �S SOLf� Sl3RFAC� .�1. �u�c t.n���� .� ��r,� � f I �� 1� il ELOOR CAI►�RiNGS � �' PATTERN� I� RBLESflt��tCE COL4R: WALNUT BROWN DESC: Ha�V�D � SEZE: 12 X 24 LOCATiON: LOBBY � MFG: tlRBNV COLLECT�ON ' PATTERN: RiPPLES CO�.OR: AVOR6U flESC: EJf�OLfSH�D 51Z�: 12 k 24 L()CRTtON: RES'iR00M wo�� ��c: �r��F�e� PAi"C�RN: F10R COLOR: ANTHRACRE QESC: QtiAR�E�t TURN iN�i'ALLA�t(}N J�/+�TSl�ZE1: �1�9{.�585E�! CX 19.685 LVV!'LIlVI'1: YG711�ULG V�'j, MFG: ARNfSTROPiG PAT�f{EIRN: STRrf4R/T�fO�N�S-y B�F �VL��: �L f V ffML� QESC: AS�E.AR SIZE: 12 X 24" LUCAi30N: li�NOING ,� �lFG: REFER�[CE SF'ECS � �j, �lFG: STONE SOURCE PATTERN: MARBLE COk.�R: PAQN�ZOw SlZE: 12 X 24 �.4CAi#QN: L�86Y �,? � �lF�: i�RBAN COIlECTiON PATFERN: REPPLES CQLOR: Aj(4R10 p SlZE: S X 12 C4VE �OCAi]ON: RE51'f2(�1N � MFG: JOH�ESONC�E PATTERN: 63 COLOR: 8�lRM' UMBER SI�� 4 Tf�ADIT�ONRI L�AT�ON: VESiIBUI.E �g �lFG: JOHN54NIi� PATfERN: 32 COLOR: P�BBI.E SIZE: 4 TRADITiONAI. LOCATiQN: BACK QF HOUS� YVA� FIiVISHES P], MFG: SHERWIN W1W�4t�IS COL4R: 7424 FUNCTIONRL. GRAY FiN15M: �GGSHELL Lf?CATiON: VESFIBULE/VEPfaING � �lFG: SH�RWIP[ WlW,4141S COLOR: 7Q23 REQUESfTE GRAY FiNISH: Pf�O �idRUSiR�Ai. PRE CATALYZED WATER �SED EPDXY — EGGSHEIl LOCATi4N: RESTR04�A p� �IFG: BE�IJAA�IfN MQORE COLOR: AC-2i 6ALI�STON GRAY FiN15H: SE�if—GL�SS LOCATION: DOOR FR,�EES � � �4FG: S�IERWEN WILLlAMS co�.o�: sw �roos �► w�t� FINISH: FLAZ LOC�TION: GWB GEIlJ{�GS UNO r�c r��c: r��u� u��r�s CQ1.OR: PfPPA A�EQUE WHI� FINISH: �{NL1072 4525 LCiCATIDPi: LOBBY � CA�OR: C QVE — SILlC RQAD FlNISFi: BB—SR-21 LE3CATION: RESTR441� � �IF�: NEDSA i�LES PAiTERN: I�CI�A t�URRI.S CALOR: BRIGliT WH�TE BRIGHf WHIiE c��ss/sr�� rr �?ESC: 12 X 24 LaCATI�N: RESTR041� WET WALlS �IISC. �lATERIALS W�1 NEFG: DOOG� VEN�ER5 STYLE: WALl�t QiU EXP COI.(1R: LOG 55893511A CONiROIlFD LOCATIDN: LOB WALLS G� 1 MFG: CARVARRT SME: El2—t�Ot9—o-517 � � � � � � �� �� � �� ` `` ss# s • CSO Arehi�ects ARGHi'i'�Ci'URE • IP['CERIOR RESIG]V 883I Keyswres Ctvssing • IncTim=palts,lN 46244 MWn 317.848.78UQ • Fax 3I7.574.9957 • csaEnaaeF m�„��.���� CIBCI.� DE8tG�t GROUP= INC. 55f0 5. EAST STRFiT St11TE F IkQIaNRP4L15, IN044NA 46227 (317j 78t-6200 ��� �� ��� � ����� ��� `i 'I' +�!', " �a��c_;3wya^r� ��'s�?����s3 FfHK RQBER8 & PERTIE, INC. 4�49 PiA�tff7 WAY WE5T DRI1'E� SUII'E 200 1NUIhNAP0U5, iNflWlA 46240 (s��} s�x—saoa �� AMERICAN a STR�GTU�tEP01 E�IT ■ ■ AMERICAN STRUGTUREPOINT, INC. 7260 SF€ADELANO SiATi0:1 p�101A1�AAQLIS� @i01ANA 46256 (3�7) sc7—�sea PROJECT: i�: ,.. .. ;;: :: • . : ■ �` • : � ,.� . � . . ,� ., . ;::�: . SCOPE �RAWENGS: These dr�rrings indicate the generol scopa of tha project irs lerme of arehitecturol design tancep(, the dimensions af fhe 6uilding, the mo�ar architedurai elemente ond the type ot strucWral, mech9n�col end Nectrlcek systems. fie drawings do not necessar�ly ind�cota or Cescri6e all wark required for full pedcrmance and completian of the requfrements af She Contract. On lhe basis of the general scape indicated or described, the irade controdore sholl iurnish oll items requirad for the ptcper ezecuGon and completion of the work. REYIS�OWS: Q ASI �11 08/21/15 � DATE E�►tA�l BY C}�CKED BY G5/2T/1S i� Af� c�tAw�H� �r�r�: LO�BY �ND RE�TR��M E�lL�►�GED F�NISH PL�4NS C�RTIFE�D BY: l�`'' � '!� ::� T� ��� :� M0. ARt0�04; sra� � �,,.�'C Ht , STANDARD HVAC ABBREVIATI4NS AC ACU ACCU A� AFF AHU A�IB A�IP AP AS B� BDQ BE BHP BTl1 CFlN[ CUH CO CONV D oa DC DX EA EB �C ECG ff EG EAT � EY�ff EX EXH FA FDR FPM FPVAV F/SOR � FV GB 6C A1.T�RNAI7NG CURREiVT Al� CONDITI0NI�1G UNIT AIR COOIID CQN�EN51iVG UNIT ACCE55 �DOR ABOVE FTNISHE� FLOOR AIR FlAN�IJNG UNIT AMBIENi AMPERE ACCE55 PIWEl. AIR SEPARATOR BALANCING DRMPER BACK �RAF"f DA�IPFR f301i0M ELEVAITON BRAKE HORS�POWER BRITISH THERMAL IJ�VEi CllBfC FOOT PER �fINUTE CRBINET UM1[IT E{EATER CLEANOUT C�NVECTOR DRRIN PIFING �RY BUIB DIRECT CURRENT D]R�CT EXPIWSION (REFRIGERATION) EXHAUST AlR (RELIEF) ELECTRIC BOILER ELECTRICAl. CONTRACTOR �GG CRA1E GRIl.l.E EXHAUST FAN EXHAUST GRILLE E1VT�RING AIR TEMPERATURE El(AANSI�N TANK ENTER[NG WATER �MPERAiUE�E EXIS]llVG EXFiAUST FACE AREA FIRE �Ah{PER FEET PER �IINUiE �'AN POWERED VARIASLE AIR VOLUME FIRE/S�[OKE DA�IPER FEET FACE VELOCIiY GA5 Bb[LER GENERRL CONTRACTQR ]N. GPH GPM 1iE NP LAT L� LDR LWT MAU MSH MC MD NA HC ND IV0�1 OA PD PH FRV P51 PSIG PUH PVC RA RG RPM RN 5A SB SCD 5F SG � SRF SS TA 7C TCC 7D iE V VAV � HB WG ]HCH GALLONS PER HOUi2 GALl.ONS PER MINUiE HEAi EXCHANGER HORSEPOWER iEAVING RIR �EMPERA7l1R� �JNEAR DIFFIJSER IJNEAR RENRiV �IFFUSER LEAVING WATER 7EMP�RA7EIRE �[AKEUP AIR HANpLING UNIT 1000 BTEI P�R HOUR �fECHANICAL CONTiiACTOR i�OTORIZED OAF�PER NOZ APPLlCABLE NORh�AllY CLOSED NORMAl1Y O�E�V NOM]NAL OUT5IDE RIR PRESSURE DROP PHASE (ELECiRICAL) PRESSURE RE��ICING VALVE POUNDS PER SQEJARE INCH PSi GAUGE PROPELLER UNIi HEA7ER POLIMNYL CHLORIDE R£TURN AIR R�TURN GRILfF RFVOLUTIDNS PER MINUTE RDOFTOP AIR HAN�[!NG UNIT Sl1PPLY A[R STEAtu[ 601l�R SQUARE CEIEING DIFFUSER Sl1�PLY FAN SUPPLY GRILIE STATIC PRESSURE 5MOKE REMOVAL FAN STAINLESS STEEL THROW AWAY TEMP�RAiURE CON�OL TEh�PERAiURE CONTi�OL CONTRACTOR 1EhdPERATURE �ROP i0P ELEVR1i0iV VOLTS (E.I.ECTRICAI) VARiABLE AIR VOLUI�E V�IT1LA7iNG F'AN WET BULB WATER GAUGE FIRE PR�TECT[�N SYMBC7LS AUTOMAi1C SPRENKl.�R/ F1R� MAlN aRY STANDPiPE VALVE IN VERTICAL SHUTOFF VALI+� CH£CK VALVE PI�CH PIPE �OW�f fN �IRECiION OF ARROW FLOW W DIREC110N OF RRROW PIPE DOWN (ELBOW) PIPE UP (ELBOW) DROP BRANCH TOP CONNEC110�I BRAlVGH BQTTbi� CONNECTION PUMPER CONNECTIQN nOUBLE C�]�CK VA�VE A55EFABLY DOUBLE CHECK �ETECTOR VALVE ASSEMBLY IXISTtNG AUTOMAl1C SPRII�KLER/ hIRE i�AliV F SPR[NKLER LEGE[�D U�RIGHT SPRfNK�ER HEAp PENDENT SPRINKLER HEA� SI�EWAIl SPRINKLF�? NEAD CONCEALED SPRfNKLER HEAD PENQENT SPRINKLE� NEAD (SECURITY TYPE) Sf�EWALi. SPRiNKLER fiEAD (SECURITY 7Yf'E) EXISI7NG SPRINKL�F2 HEAD � • D 0 �S D5 � STANDARD PLUMBI[�G ABE�REVIATI4NS A ABS ACFM AD A�'F AFG AP AS BFP CA CB CBf CD CFH CFl� CI CMP ca CQNN CP CR cw DF DIA DN DS DW ELEV �wc EX F FD F� F�C �c FPM FPS �S � G GAL GC (� GPp GPM HB HD Hen HF HW HWR INV KEC E.Av LF� LV AIR AGRYLONITRILE—Bl1iAD1ENE— STYRENE ACTl1AL CUBIC FEET PER MINUTE AREA DE�AfN ABOVE FlNISHE� Fl.00R ABOYE FlNISHED GRADE ACCESS PANh1 AUiQ�lAi1C SPRINK�R BACKFLOW �REV�NTER COMPRESS�� AIR CATCH BASIN CURB INLEf CRM1[OPY DRAIN CUB[C FEET PER HOf1R CUB[C FEET. PER MINUTE CAST IRON COR[tiJGATEO METAI. P1PE c�eANour CONNECT CQNCRETE P1PE CON�ElVSATE RETUR�f COL[3 WATER �R1NKI�IG FOl1NTAlN DIAMETER noav� �pWNSPOEIT DEIONIZED/QISTILLEEI WA7ER E�EVATION ELECTRIC WATER CODLER EXiSTfNG �EGREES FAHRENHEIT FLOQR QRAlN FIRE E?tTIiVGf11SHER FlRE IX1INGUISHER CABINET FIRE HOSE CABINET F�T P�R hdINUTE � PER SECOND RODR SINK �� GAS GAflON GENERAL CONiRACTOR GALVANIZ�� IRd3V GALLONS PER DAY GRLLONS PER 1�INU7� HOSE SIBB HEAD HiJB DRRIN HORSEPOWER HOT WAT�R HOT WATER RETURN INVERT KIiCHEN FQUIPMENT CONTRACTOR LAVATQRY LAB FLOOR DRAIN LRB VENT LW MC MH MSB M1[C NH HO NPSH ORD OS� OV PD PG PH PIV PP�{ PRV P51 PSIA PSIG PVC RC RD RPM SC SCFM SqFT SH SHD SK 5P S5 55K SS�1. S�M TCV TD TDM TDR TRM UR v VA 11B VCP VS Vi VTR W WC WCO WG NM N�5 YEl XVi LAB WASTE I�ECHANICAL CONiRACTOR MANHOLE MOP SERVICE BAS1N NORMAl1Y CL4SED NO HIJB NORMALLY OPEN NET POSITIVE SUCTION HEAO OVERF€.OW ROOF DRAIN OPEN �liE ORIUN Ol1TLET VFLOCIiY PRESSURE DROP PRESSURE GAUGE PMASE (ELECTRECRL) PO5T IN�ICA�OR VALVE PARiS PER MEWON PRESSIfRE REGULATING VALV� POUNRS PER SQUARE INCH P5! ABSOLUTE PS! GAUGE PQLYVIiVYL CHLORI�E ROQF CQN�LICTOR ROOF DRAlN RE110LU130NS PER M1Ni1TE �ILL COCK STANDARD CUB1C FEEf PER MIN[�TE SQUARE FOOT SHOWER SHOWER �RAIN SINK STATIC PRESSURE S41L STACK SERVICE 5lNK STAlNLE55 STEEL STEAM TEh�P�RAl'l1RE CONTROL VALVE TEI�PERAiURE OROP TOTAL DYNA�IIC HEAD TRENCH ORAIN THERMOMETER URiNAL �� VALVE VACl1UM BREAKER VITRIFlED CLAY P�PE VENT STACK VIIRIFIED T1L� VENf THROIJGH ROOF WASTE WATER CLOSEf WALL CLEANOUT WATER GAt1GE WAL� HINRANT WASTE STACK YARD DRA{N F�C1RA—STRENGTN VITRIRED 11LE STANDARD PLUM�1�� SYM�ULS dOME51TC CDl.D WRTER DOR�ESTIC NO7 WATER DOME5TIC H07 WATER RETURN COLQ SO�f WAi�ER STOR�1 WATER — SUSPENDED STORM WATEli — BURIEQ SANITARY WAS1� — 5U5PEN�ED SANITARY WASTE -- BURI�D GREASE WASTE — SUSPEI�DED GR�ASE WASTE — BURIED CONQENSATE/DRAIN PIPE SANI�ARY WASTE VEt�T GAS UNIONS/COUP�lNGS STRAINERS BACKFLOW PREVEiVTER VALVE IN VER�iCAl. 7HR�—WAY VALVE PRES5UR��R�DIJCING VALVE GLOBE VALVF SHUTO�F VALVE CHECK VALV� 50LENOID VALVE P1TCH PIPE DOW�[ lN DIRECTION OF ARROW FLOW IiV DIRECTION OF AR�OW PiPE DOWN (ELBOI� PIPE i1P (ELBOW) QRQP BRANCIi TbP CONNECTI0�1 BRANCfi 60Tf0l� CONNEC110N IXISTING QOh�ESTIC Cdl� WATEft EXISTING QO�IESTfC HO7 WAT�R IXIST�NG DO�IE5TIC HOT WAiEFi R�fURiV EXISTING STORk� WATER — SUSPEN�ED �snNc sraR� wAr�� — aua�� IX�51TNG SANITARY WA57E — 5lE5PEN��a IXiSTiNG SAN[iARY WA57� — BIIRIE� CSW D PRC�JECT MECNANICAL GENERAL N�TES: 1. VERIFY EXISTiNG CONDIiiQNS [N TFiE FTEELD PRIOR TO BIaDI�fG AND BEFORE BE(�iVNING WORK. 2. REVIEW THE WDRK QF OTHER TRADES. COQRDIiVATE AND PLAN WO�i( WITH 7HE QTHER iRADES. ADJUST AS A RESl1LT OF CODRDINAiIQN. REV[EW COQRD[NATED ffFORTS WITH ENGINEER FOR APPROVAL 3. REFER TO ARCHIiEC1l1RAL REFLECTED C�ILING PLANS FOR EXACT LOCA1TOt� OF ALL GEIIJNG MOUNTED iTEMS. 4. STORE EQUIPI�ENT AlVD COMPaNE�VTS IN A CLEAN, DRY LOCAilON UIVT[L REA�Y FQR IiVSTALLAiION. FROTECT FROM WEAiHER, THEFi, �]RT, FUf�ES, WATER, CQNSTRIiCTION DEBRIS, E�C. AT ALL iiMES. ANY DAMAGED EQUIP�u[EE�1T OR COMPONENT SHALl. BE RESTOREQ AS I�EW OR REPLACED. 5. MECHAN]GAL DRAWINGS SHOW THE INTEidDE� ARRANGE�fENT AND ROUTIHG OF ALL PIPING, �LICTWORK, EqIi1Ph��[7, AND APP�lR7ENANCES. THEY SHALL 8E FflLL04YED AS CLOSELY AS ACTURL 6UILDING CONSTRUCTION AHD WORK OF OTHER iRA�ES WiLL PERh�IT. 6. PERFORM ALL WORK IN A 5i(IL1.E�, PROF�SSlONAL, MANNER, MEEiING THE ACCEP�ANCE OF THE ENGINEER, ARCHIiECi AND 044NER. 7. LABEL ALi R4QM TNERMOSiATS AND/OR SEI�ISOR DEVECE5 A5 TQ WHAT THE �EVICE CONT�OLS WIiH A PLASTIC ENGRAVED LABEL AFFlXEn TO 1HE COVERS. 8. SMAl.LES7 PIPE 51ZE ALLOWABL� IS 3/4" UNLESS SPECI�ICALI..Y NOIID OTHERWI5E 9. f�0UN�1NG HEIGHTS OF 6EI11CfS SHALL F4flOW THE IJSTING BELOW UNLESS SPEC3FICA�I.Y �[61ID OTHERWfSE ON THE ORAH7NGS. A!1 HEIGHTS ,4RE TO CE�VTERLJNE OF TNE DEVIC�. T�IEi�MOSiAT OR TEMPERATURE/E-El1MI�1TY SEN50R.........�98" A.F.F. 10. CLEAN ALI. EQUIPMENT TO PRESENi A"llKE NEV�' CQNDI110N AT PROJEC� COMPiE�ION. VACUUM CLEAN ]NTERNAL AREAS OF E4UIPI�ENF AND PRI�E�S. 1�. CLEAN A!1 MECHM[ICAL RND EL�CTR�CAL AREAS AND ROOMS OF DEBRIS AND f�NUSED k�AIERIALS. VACl1llM FLOQRS. �2, OFFSET PfPI�G AROUiV� ELECTRICAL PAP[ELS TD PROVIDE CLEARANCES AS REQUIRED BY �1Ai]ONAL E1.�C7RECAL CODE. �3, �EF'ERF�ICE THE ARCHI7ECNRAL ELEVATfONS FOR LOCA�lONS OF ALL MECHANICAL IT�MS fNTERFACENG OR ARE WITHIN THE IXTERIOR WALLS. (I.E INALL h{YDRANTS, LOUVERS, ETC.) S�EEi [NDEX SHEEi NUMBER SHEET T1TLE MECHANICAL M001 SYM6QL5 AI�� ABBRFVIAl10NS — MECHAIVICAL MEFPtOt 5lTE PLAN — MECHA�IICAL, ELECTR[CAL & FIRE PRO�CTION MEPtOt OVERALL ROOF' PLAN — MEP FIRE PROTECi10N FP201 F�RST FLOOR PLRN NOR7H —�iRE PROT�CTION �2a2 �RST �oo� �u��v sou� — �R� ��o�c�ar� PW�fBI�fG PD20p OVERALL IiN�ERSLAB DEMOL]TlON PLAN — PLUMBING PD201 OVERALL DEMOLITION FI.QOR P�AN — P��MBING P200 U�1D�RSLRB PLAN NORTH — PLUMBI�fG P203 11NDERStAB PLAN SOUTH — Pl.UM81NG P202 FIRST FLOOR PLAN NORTH — PLUMBING P203 FIRS� FLQOR PLAN SOU7H — PLUMB]NG P301 ENLRRGED PLANS — ALUMBING P401 DIRGRAMS — PLUMBING P50t SCHEOUf�S, �ETAILS AND �EAGf2AMS — PLUMBI�[G HVRC HD201 FIRST FLOOR PLAi� I�ORT�{ — HVAC DEMOL]?iQiV H�202 FlRST FLOQR PLAN SOUTH — HVAC DEMOLITION y2o� FIRST FLOOR P1A�I NORTH — HVAC H2O2 F1RST FLOOR PLAN SOUTH — FiVAC H5D1 SCHEDULES AN� DETAILS — HVAC �� � � �'`; r��r s �, CS� A.rehitee� ax� - srr�to� n�ca� s�E!�clim Sx�s.SL�r ms - ►a�ia�.�76, iais. �ia�Rr za.�3ir.sss.�aw - r,��csxzsr4.assr - �ax ��. � am � A.w.41a M lylY Rwwi GIitCLE b�SIGN GROUP, fNC. 5510 S. EJ�Sf S1REh7 SUfIE F ator�utwous, a�uu �rr (3�� �si-�oo F�fK ROBERTS & PfTRf� 11VC. Cons+ulting �ngin��rs FINK itt3B�ii3 & PERTIE, INC. �aw ve+�zr�.s c�a.E, sune 300 irwwuwa�s, u�uxe �sxsa (s�n an-a�oo �� RMEkICAH �� � �u�i 1 UEiGi'l!1 �f Nc Rl41ERICA3�! STRUCTUREPOINI', INC. 7280 SHADEII�ND S7AtON O�RNFPO[i5. W�W11 48256 (�t� s��-ssao PROJECT: SCOPE DRAWINGS: These drawings indicate 1he genprpl scope of ihe project in tarms at architectural design raneepl, the dimension� of tha bvildirsg, the major architectural rtementr and iha type of structuml, mechanicol and eFectricol systems. The drawPngs do not necessarily indicote or descri6e all work required fnr Sull parformenca ond completion of the requir�menis of tht Cont[act. On the basis af the generol scopa indir.ated or descriGed, Ehe trade contr�octors shail fumish aSl items requirod for tha praper execaGon ond completian of ihe work. REVISIONS: � QAr� IfRAll�l SY C}EC�CEG 8Y 05/27/t5 JT KLS E�AIAfIN� TITLE: sYnnBo�s AND CERTIF�ED BY: ``����titi � u t � � urli���i .��`����� � s�i�'''�, .��' �� : � ��s r���•• �'y'-. ' '�� No. �°' = _ ��: 6o8so3o�: � � ��",�'Ff .!Nar �►� � �����`;: �'��� s�QNAt ,. . .. ��```` ��, ���: �� �AtMNG NU91d�ER PROJECT NU�ER 15003 � , � � � N C� �T' � � � 0 , 0 � -� 0 � � i 0 U o; 0 / � 0 ---------�/� ; � � � / / ------- — fQV�- NEW �1NDERGRQUND s�coNoa�Y caNn�r»s NEW PAD h�OUiVTED UTILIjY TRANSFORMER � NEW UN�ERGROEIND SFCON�ARY CQNDUITS , . ._ . _ .. . _, _�__ - _ ___ ___ ___ . � � 'i � �i i � �i � •,�:." �� � , , ;,:. / i �i � �' � I I / \ I � 0 0 � � / .. o e �� � �� / . � � ,I / � O G �� •,�: � i . ~ � � '°"+ � � �O - . � . `` . , , �^ . , / \ _ _ _ _ _ . . �_ . , � . . . — ��r— _ ,� /� � � ��� ✓ t . . . �.' ��' � ti � , O , . .' � � � . ,� , _ � \ � � \ � � .' Q �.' � � � \ tiQ , i � \ ���' � .' i� �.� � ��� ��� i �� i � \ ' i . .'� .' � T. � � \ O i ! = � ,�� � \ �.� 0 � � O�vnc�r. � � _ � i� i �� Q �. ♦ +.2pCo Corlmel�• — _ - — � _ �' '�;� ' �� Q .\ \ �i ; iuo. 9�0 �/2 '_� �� . ,' ` � � � � � �� � ��' � � ' � � � � � O �i ��\ ��_ � _,` , �, ��o � ��. ��' ; ; O, � ' � � _ � �, � , ,. \ -. 0 0 �. ,� � ,� � � � \ � � it � � O� � i . L . . � � \�``_`�� �`L`��I; \` , O ` '/ ,�` .:' �` � � � � - _ �,�I � \ �, 0 � �� ,� � ,• � �o � � _ � _ �' \ � \ \ � � � 4` � \ \ � \ `�` O O �i� � � 15.Si.�: l��.r�E , � �----�-� � � ��� �� � �. � �� ' '� � � �''� �' � '�,� � � ` �� Iti . � � � �� O ���� i . � _ � \ ` I 4 � � �\ � \ `� �� / /// \� \ \ � � � �� � � ,". / �� �`� ` � �I� \ � � � � \� � \ /i� �i� � / ��` \ �'� � � � � � i �. � _ �� �� . � � 4' ��� � � � . � � _ ` ` � Q \ _ \ � \ \ � \ \ � _ � / / .�/// \ \ y,// ' ' ` \\\ y SITE PLAN - MECHANiCAL, ELECTRICAL & IF1RE ��NE�►� No-rEs: i. DEVICfS �0 RE�[Rf�f 5HAl�. HAVE CONUUIi AND WIR� �dA1NTAINED �f0 PANEL IN EL�CTRIGAL R001�1. 2. EXI57fNG TE�EPHONE SERVICE SFiA�E. BE MAINTAINEQ. PLAIV NC�TES: Ui PAO kf4UNTED TRANSFORI�ER, l�ETER BASE, 57AND, FTC. SHALL BE MAlNiAINE� AND OPERATIO�lRL �lJR1NG CONSTRUCTION AND 1FIEN REh�6VED V47TH CON�UIZ RND WIRE i0 24" BEIOW GRAD�. U2 UNDERGROUND CONDUETS S�LOW FOOTPRINT OF BUiLDII�G SHALL BE ABANDONED. CONDUCTORS FROM PA� �{OUNTE6 TRANSFOR�IER 1'0 MDP 5WALL 6� RE�IOVED. O3 5EE ELECTRECAL RDOf,� PLANS ON SHEETS 'ED20�' AND 'E203' FOR �IORE WORK FERF4RHIED IN THIS RQOMI. O5EE ELECTRICAL RDOM PLANS ON SHEETS 'ED201' RND 'ED204' FOR h�OR� WDRK PERF�RME� iN TN15 �i00M, OPANEL '}�DP2' SHALL RE�fRI�i. � OEXfST]NG UNDERGROUiVD EL£CTRiCRt 5EC4NDARY CaNDl1f�S SFEALL 6E REMOVED �ROM EXISiII�G PA� lAOIiNiED TRANSFQRMER TO iHfS POINT. CONDUITS FRQ�4 TFiIS PQ1NT TO PA�ffL 'MDP1' SNALL RE�IAIN AND 8E EXTEN6ED FROM iH[5 POINT 70 NEW PAD MOUi�TE� �RANSF4R�IER. O7 NEW flN�ERGROUiV� SECON�ARY CONnUiTS SHA�L BE ROUTED �0 INTERCEPi EXISIING UNnERGROUND CQPfDUiTS TO PANEL 'MOP1'. O8 EXI5TING UNDERGROUhiD SECON�ARY CQN{�U�T5 BELOW FOOTP�INT OF BUIl.��NG SHAI.I. REMAIiV. EXISTlNG CONOUCTORS SHA�. BE REA�OVEQ FRO�f EXISIING PAD MOU�TE� iRA�[S�OR�fER TO PANE� 'kADPi'. NEW SECON�ARY CONDUCTORS SHALL BE INSTALLED �ROh� NEW PAD 1�QUNTED �'RAN5FOR�fER IN �i�W IfNDER6R0UiVD CONDU]TS TO P41NT WHERE EXISTilVG CONOUITS RRE IN�RCEPiEE1, TFiEN IN EXISTiNG CONDUIi'S TO PANEL 'M�P1'. OEXISTl3VG PA�iEL '1�pPi' SHALL REMAIN. 1 b EX�STING LiGNT1NG �OLE, UNDERGRQUND CONDUIiS AND CONDflCTORS SHALL REtuIIAIN. EXISTING LIGHT FlXTllRE AND MOUIVTING ARM SFEALk BE REI�DVED RND [�EW LIGHT FiX�URE RND �IOIIiVTING AR�f {N5FALLED. SEE LIGHT FIXiURE SCHE�ULE FQR fJGHT FiX�'IJRE TYPE. (Tl'PICRL) 11 EXiS31NG COOLlNG �OWER, ELECiRICAl �ISGONNECT AND �3NDEftGRQUND CQNDUIT SMALL BE RE�f01iED TO 24" BELOW GRAaE. CIFtCUfT CaNDUCTORS SHALL BE REMOVED TO PANEL !N ELECiRICAL ROOM. 12 E?(f5T1NG WALL �IOU3V7ED L1GHT" FIXiURE SHRLL REMAfN. 13 EQUIPh€ENT AN� CIRCUIT SHALt 8E MAlNiAINE� iiNilE. NEW EQUIPMENT AND ELECiRICAL 5ERViC� IS OPERATIONAL. COORDINATE WORK WITH OTHER 0lSC1PLINES, 14 EXISTiN� GROUI�D �[OUNTfD FLOOD LIGHT SHALL RE�IAIN, 15 EXISTING WAil. M4U�fTE� SECURI7Y CAMfERA SHALE. REMAiN. i B P05T TYPE F�C. \ \ PROTI��.�T14N 5�AL�: ` 1 " � 30': � . �� ` �- n:�, '�._ �� ���' . a # s � �; CS4 Arch�tects ARCHITECTURE • INTERIORDE5iGPE 280 Fi+t 96th Strcct, Sui�c Ip0 • Indl�uxpo]Is. Iad[am46240 r�Enai�.s�saeoo • �a��.s7s.os» • ��.ot� � aoT uo �wr�a k ,u q�ns �.s CIRCLE DESIGN GROUP, INC. ss�o a Fur sr�r swrE r 9�4lNAPOt�, FFOIkH 56227 (31� 781-82U� ' F�( ROBERTS & PETRI� �1V�. Cor�sultln�r Enprin�a�rr� FINK ROBERS & pERT�, INC. 4oa0 ve�cEt�r�Es a�, surt� soo �murtsrota� wow� �ea Q (���} a�z-awo ■� � 0 aMes�ean STRUC�JREPOIIdT ■ A�RiCAN S3iiliCTUREP0INT, INC. T260 SFNDEEAHO STATpN _ wowuPaus, �ruuu � (a�� s�r-ssao PRO.�CT: �� �►�: TIYQ90 dlOw%f�9 ind;cote tiu general seope al 1he pro-jec! in ierms of orchcleetvral deaign concapl, the �meneione of the bvildinq. thc mojor arehitectural e3ements and Ehe type of struciural, mechanical and eleetrieal syaiema. The drawings do no! neeassany indieale or deacribe olf wuk raq�lrod foa full pertormancn and complai'ron ct 1he requiromertEs oT the CarstrocG Oo thc 6asis ol tlte ga�erol scopa 3sHi�ated ar deawibed, ihe Gade wntractors aholl fumish oN iieme required for 1he proper euecuUort and eompletSon of the work io RF.v�N�: AS�#� 7/10/15 � �a� a�a�r �v �v a��z7i1� �". _ �w►� m�: SITE PLAN � MECHANICAL� ELECTRIC�L & F1RE PRQTECTIO� �T��D BY: ``�����u�uirrr��fr��i .�`���Q�� � S�/��''�. : �`�:.�;G�S T�RF �`y'-._ No. :��; fi088�301:�; � 0 •. SiAiE OF ..� c�„ � � i s�'• � ' F''��!D�AN4;.•'�\�'� ��i��� f ff u• . ••' �� ���� '����I �r, � � 1���,```` ��M � ��- � � � v I�'� � I i f�':�I I? �,�711 1 �-;I 9 . , i I'; 1 �'- '} ovERa�.� Roo F PLAN - MEP SCALE: 1 /16" = 1'-0" GENERAL N4TES: L CIRCWTS SHOWN ARE FOR GROUPING PURF45ES 4NLY. PANELS IN�ICAfED ARE ExISTIHG. CIRCLIIT BREAKERS SHAL� BE NEw. P�AN �oTEs: 1� ROUTE 3�6 AND #iQ GROUI�D IN 3/4` C4ND[JiT T4 NEW 60A/3P CIRCUIT BREAKER. O2 ROUTE 3�12 AND #12 GRQ€1ND IN 3/4" CaN�UIi TO NEW 15A/3? CfRCUIT BREAKER. T� —t I } H 1 �f 'E i [; r, l � / �I � �. �. � . CSO Architects ARCHITECTURE • 1NT�RIQR bE51GN 280 [xst 9bth 5[ren, Suite 100 •]ndianppol�s, lndiana i6240 �lfain317.896.7800 • Fax317.574.0957 • cwlnc.nct � 2oot w Mi��d�. �. u spny �wme }71 CIitCLE DESIGN GROUP, iNC. ss�a s. �rsr sm��r su� F 44VflWJAP9tl5, IF154A910. 46??7 (317) 781—fi260 FfNK ROBERTS & PETRiE, 1NC. Consulting �ngirt�ers F1HK R08ER5 & PER�1�, iFfC. 4a4p V�NCEHNE$ CIRLLE, 5l1ffE 3L�7 INdAH0.POL15, INDLSI�W 46269 (317} 872—&10[} �� O AMERICAN STRUCTUREPOINT 1NC. AM�RICAH 8TRl1CTUREPOINT, INC. 7260 SHADElAND STATION IN�WFJAPOLIS, INULdFl4 4625fi (317) 547-5586 RRO�CT: �'�; � ��: ' � , . � ..� • ,-� , ►: � • � �l` ,�' :, ; � ;;;� �SCOPE �AW1NG8: These drpwings indicota tha gene�ol scape of the prajecl in lerms ot arthitecluro3 design conrept, (he dimensians of the bu�Sd�ng. lhe major arch[tectura� etements and lhe lype �'�. of stractura�, mcchanicol and elecirical syslems. Thc dro��ngs do nat meressorily ind4catc or describe all work required for full perfprmpnce and romplefion oF 1he requirements of lhe Coniraci. On lhe basis o! ihe general scope indicoled ar descri6ed, the trade contraclors shqll furnish ali items required far !he proper ezecu4ion and completion oF the work. REVlSiONS: � AATE DRA{NA1 BY C}�CK@ BY 45/27/15 � DRAIMNG TITLE: ovE���� R4�F PLAN - �EP GERTIFiED BY: `��� 15 ti ti} 11 I I 111 !///��/ .��`���� � ��/��'',� �'�`�`�':�C;6� S .���F: ��'"'--� � �� NO. D � � -� � 60880301 `� � � O�''• 5TA1E OF •' c� � '�,'�E: ••• !,ye � At� 4;..�•����``� ��''���,s��N'A� t��-�;.`�`,. � Y/"vv! �/t�� DRAWING NUMBER PRa�CT Nt�l!lBER 1��0� r' i.',', � I . � ! ' . . ��.. � � -� _ � - ' '�� ' �,' �,-�. �, ,+ { � ,�i I .I. II I ❑ _ - � _ a- y. - -• ; : � . g : � _'_, � , : . _. .- : -. _ - _ - -: _,. -. - _ . .- - . _ . _ ... . . _ _ .._. ,, � _ _��_ , - - � � ._ _ _ - - - - - - _.. _ � _ . _.� . � � -� � � - o. � .� I - - ��� -- -- I ---�- -_ . _�� - -- --- �i._..-- ------ -- � - - -- -- - .._. _. _.._ _ � �- � � � �, �� �i i �� OT 31 �i � ii �� � !i i i +1 I I �� Ili I � �I �I I �� �I i Ig � I I � I { E I ��4 I � � I �� I i � 1 I � �`--__ -_ -._. -� i�E I W I � � � - - - - -- - - -� -� r� '_'��, i i E � i, 1 2 �� � �7i ji ii �I 1 I � � - � � ._I � `I � i y' " � 2 � � y� il � u 1" u RE�hOVE FLUID COOLER 4 i� � 1 1�� � u� 4' PVC P3PE TQ REMAIN � I� - - - � I ii �-_ - t,`J�� _ -_ - � fLUl6 COOLER- CRP ANp SEAL � � i°i PIPiNG NEAR GROUNp FOR F4l�1RE Ip i- ------� � I U5E. C�EARLY I�EN7IFY PIPING AND i ; i^ r i � �1. , 4' PIPE TO REMAIN I 1 �, , i� � � PR4TECi FROM ACCIDENI'AL OAkIAGE. ,, i ii ' 1 ' . - ------ ---- -- --- __.. .__._. __.. . _ _ .. .___ ___ — ,' ---------------------- ---------------_ �- ___ _ ------- --- . --�� �--------- -- �-- �� — - - - rl------�-;� . _. .____- -� - � �;_... �.__- -- �-- .._ .. ._ _... _ ..__ --�=__=-----''� `I � , � -------------------------- ------- � --- . . �' - � F _ _- _ -_ -_ —� L - _ - { L =- _ _ _ _ ' - 1 I I ' 4,� PiPE 70 R�I�AiN 4" U�E6ERGROUND 1� �� i�a 4" PVC PIPE TO REMAIN PIPII�G TO REMAIN oJl i 4' PIPE i0 REh�AIN " PIPE TQ REP,�AIN � II � � �/2' II l�l r �� � I � II I I II �I� _ J j� r� � � I �f � � � � I ^I � �� n 1� � a� � � � 2 I� �i 1 2 E � I' � �A � n _ JI � � � L = _ � - _ l I � az � d� '�' � � � ` ' ,;' � i ._ � � �------ — ; eQ3a— — '� �' — � — �'� - ------ --- } r� C7 ,�� ' ' I I � � U � i T 02 I I i ., i� i i � j� � �u� ti � � i3 � � L _ lJ � n F; � � - - � �� i � I" PiPE TO REl�AIN � � �� ia �, iu � � �i 5 � i i Gl� �i iii i i � 3" �„ � � �� � - - - - - � �� 1 2 I°I �� i i 'f � E I I i !I } I VE � 2 y �III g � i �� II� ;I I I 1 �, � ! ^I I I � '�" EI I� �� � IEi I I � I� JI � I_ �l � � �, T 03 i i' -f�---- T �- - =� - - -��- - - �-- - - ��� - -=��-`- -��- - - �'�- -��- - � — 2 �� _ � � � -- - � ? Cl — — ' '�- � i r". \` � � n i , +'�� li EI I! !I � 1 E �- • �� . I � fl _. � �-� f 11 ,� � � � ' c, " � � �� . �� o �� --=- :n; `' --- , --��4 ,v' 4 ! ` d� , , � :, � I _ - - - - - - - �6,' /�\ = - - � �. � ��9 I — — —j- �— - - - -- - - - -� j � � � T 21 � I ;� a i� I� I ` .� � � , f. aj . rl ril , , FI " + \ •� � � : �� � i 1 f, ��� I 4r"� = - - - =� �' � T zo ii . � 6 \ I� � • � I � I� � P ���, , 2 . i� i" j" � , : �� � � _ \ — _______ I — �� I � =- - - _ � - -I — . . I 4, � ' � 4' ' �- - - - ti� � U- - - - �� I � II _ � � �i � � I'V - 1 �z - - - = �� � �� � - I� � — — — �i -- � - - J� _� ri i i i �� - _ - �� 1 t/2" t 1/2" iF 4� _ �F �� �, �� �� � �i —�-e = _� = _ ='�"_ �'- - "� _ - �' = __�-_� _ _ =H�= _' _'�'_ '_ _ `'� = a = - - - - - _ _ _ --� L -- 'of ii �i ii � _ - _ - _ �g� I II 11 I� I l II !I I� ��I �� �� �� il II il I� �I If II I� ` €1 u �i i, I� L�" _ _ — .7 C� C — _ _ � L _ _ _ 1 � _ � .a �� �� — — — --- — — �� �, � �E � 2„ � � �,_,�� � I' � V19�-?i / r �J '` �11 W�-i9 i 2 � 1' 2 . � ''' I � � � . . o — — � — . , ,� � o . �,� . . .��' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \- - - - - , , , , .� � ; f , � �� a � � / � � �� / � � : �� / � � t � � � .� — �� � . 1 . 1 .; .^` j ,. �. � ► v '� � ., \ I C � \ � / . .. - �.r, �/ > I �---- I / � — J �, , . ;. i % , �� T - - - - - - -- - - - - - - - � - - - - - - - - - - - - - - -- - - - - - - - _ _ _ _ - _ _ _ _ _ � _ �---. v T 14 rta�-w �� , � T �? i � �� '� ii 1 — . ' �, � t� ,� � — J �� � 5 �� � 2„ � � � 5 .� \ � \ �r � �hl � � T � _ �y� , �, 19 i -- - - 18 n� i- 30-- _�.- � 13 — — = �� �`'� - — —�`^ ; .�— — c; ���� - — I - l' - � � �° � 3 � ;, � >i' �� Wii � � � � � � � � i i . .,� , , , i � � _ o ii _ . i t/2" �� _ 2° � 3" _ � _ 3" T��2 , - �� ; �i � - - - - - - - i i _ = J � / �� Q �I .. � �1� � � i� � F� � 1" i � 1" 7" ��: ,; , � � i �� i � ,, 1 2 � ii i� ia �� Y�-18 �� ��. +! 4YSHP-17 \ 1 2 NfSt#�-14 1 2 WS�IP-13 1 2 � 2 \�� �> � � � E i i� i;i 5� � � � 0 1 2 \� i �\ `� t t 'I 1 � I� I � l7 � � j� ,� � � � �� 2 i�� ' . , ^:� .' i i i : t i ,i 1 E � � � � % � � �� �-__- � ! I — — — � � � � _ //� �`___---_ f � _ _ r_�� � � � �� '� ', �' ,� n r I�E� �f II i�B� !Cl I II �I I� I �Cp ��i i � i E i y� � ;�� � 'i i° i�i �i �i �� i°i ,d 1l � 15Q EI I� ��� _O — — — -9--- � — — i 1� -��. - =��--.�--� � _ -� - - =�-_-=--=-�= _ = -II = _ _�- -_-�= _ _ -u- � � _M�__ �_,_a� - - .� _ � ��.-_- ��> > 4 a- � - �a_�_�_-�� � -� � � _ �a-= - --?= - - � _ _ �_____�� _ -�a-� � _�a- - - �_ � � -��-_ _-�� - �. � ,� �� . ,• � � n � 1 �� � "� 1 � 1 -- — —1 '=' -- -- � l��,i ` i;o `, . � �7 . . � ir � I� ' ii , ' � � ��� .... .., n � I �I , -- ., : � .... _. � 1 2 � � � _____ _ _ , _.______—__� � � } �� _ � � �� .� � � � ��4 t I I � T O5 i i u II � �I lJl �11� F3 E i7 �„ � ii a II � J 1 2 �,� , � - � - �. - � �i — � , . _ \�-.�. � °i ` � �� -' T� Ofi %^J � �^ �i l� i, _ �i �. f': ,i �a /� \� i _ . / _____ . ��� r 'I . ; , ; ' �i �. � ii 4 i � � � � � �i , , �� % , ; E �r = _ _ _ _ _ _�; • � ,, � �� , , I _ � �_ � � � — � �, � � ', � /�� I �I �C ...� J1 ��� �i � I � � �/ � I � � � LJ cu II -....-.,- -_-_ 1' ll�l i ��' � � - � _ .- ! f `� ,a � � r r T � � � _ � ��I� 1 11 . _' - — I I -�--71 — �L�L — —{ �� . �'� � II �� �Ik � � ��, 3 �� II �� I E I I , � ��� I I ,I� � �� I I � � �{ — - . _�- � 4 �, � 1. _ �.a..- __ _ � � � �n_ 1. _ � ,�� � � �� ' FIRST FL�OR PLAN S � � E' '� „4'I UTH -� HVAC DEM4LITIDN SCALE: 1 /8" = 1'—p„ — —� \ A i DE1Vi4L�T14N PLAN NQTES: Oj OISCONNECT PDWER, CONTR4L WIRE AND COI�QENSATE DRAIN PfPING AN6 REMOVE WATER 50URCE HEAT PU69P (WSliP} AND ASSOCIATE� CONDENSER WAZER PIPING BACK TQ SHUi-OFF VALVES NEAR MAINS. EtJ5URE PDSITIVE SH41T-OFF VALVE OPERAiiON PRIOR TQ WSHP RE1�4VAL. REPAIR VALVES F4UND TQ BE DEFECTIVE. TYPICAL FOR ALL 44SHP'S. ORE�10VE A!L WSHP'S SUPPLY DUC7, DIFfUSERS AN� GRIL�ES C4MPLETE. TYPiCAL FOR ALL W5H€''S. 3 REMOVE PUMPS AN6 ASSQCIAiED TRIM C4l�PLETE. 4 REMQVE ELECTRIC 841LER CO�tPLETE. 5 RE�iQVE PIPING COMPLETE. 5 RE�iQVE MAKE-UP AfR UNIT AN� ASSOCIATED DUCTWORK COMhPLETE. 7 CAP ANU SEAL P[PI�lG AT iHIS POINT. SECURE REMAINING PIPING IN P�A�E RND PROTECT �f1RItJG C4tJ5TRlJCTION. �! I 1 � �: � � � � r � I�� CSO Architec�s ARCHiTECTURE • INiEBIOR bESIGN 280 Euc 46ih S�reei, Suile 100 •[nd€anapolis, lnd�ana i6240 '.1Ea1n317.648.7804 • Fwr3i7,574.0457 • csoincnct m xom so �a.a� k a rs�. a.,�.a ,� �� � ' GIRCLE E}ESI�N GR4IiP, INC. 5510 S. EFST STREET SUITE F wow�aaous, ir�uwu asxx� (317) 781-6200 F{NK ROBERTS & PETRIE, INC. Gorysr✓ltirrg .Errgirr�crs F[NK RUBERS & PERTi�, fNC. - 4040 NNCENNES CIfiCLE, SF1f5E 300 �Howuaaus, �Nouu,ruu aszsa �3i�? s�z-aeoo �� OAMERICAN STRUCTUREPOINT INC. � AMERICAN STRUCTUREPOENT, INC. �sbo sr�u�o srAnaN iNoww,aous, ir+ov,ru A6256 (317) 547-5580 PRO.�CT: SCOPE �tAW1NGS: '� These drowings indicate the general scope of the project �'� in Lerms of archilectur¢I design concept. the dimensians p1 '. the Cuildinq, [he mojor orthStet[Wol elemeni5 ond lhe lype �� oi sirudural, mechanical and eledrical systems. The drawfngs do not necessarl�y indkote ar descrihe oll � wark requ�red for fult perfarmonce and campletion of the requiremenis of the Conlract. � On the 6asis of lhe general scope indicated or described, � the trode con[rpctars shoR fyrnish ol3 items r8quired for thc �', proper eMecation and camplelion a( lha wark. ��i�s���s. ESSI� DATE i�Atl�tl BY �CiCED B1! ��r�2���r� YAKOV KITS[S KERRY L SMITH DRAW[AIG TITf.E: FIRST FLOOR PLAN SOUTH — H �f'1C oEn�o��T�oN i CERTlF[ED BY: \�����+titiu� nru�i���i .�``����� � $�i�''',. ,,��� ��C`. ��� s r �,�F •Ty �i'-. � �.� [VD � � �-�: 60880301.=�� � p�'. STAlE QF :'c� � '�-,'`�(�'••.!�{+p I ANP.••'�\��\�. ��''���`,�,��4NA L ��.``\\. l�Y/�f riik �� �Y DRAWII�G N1�8ER PRO.�CT N�BER 1�003 � I I - - --H-- - — -- - ---- -- -- _-- --- ---- ----- -- ---------- - --._._._. � � � � � � - - -- - - � - -- .__ ._� � _._. _._ . ___ �� . _ W _ _ . .. - � � VV5Hp�19 fAl � � 485 X � 190 � � 12 i 2 _� __g ___��----- � � �� � —� C�- �--- --- ,,___ - --- — � _ -=-=--1 I i I� , � ,2"-X�,2� � � I� JV'-� ' I'•.- -�---f-_12 m—i----- __-__ � 8„ X t0" I �`124B2 X 1°�$� � �08$ � I� � - �--- - �! `. � � II aau-� I! _ ,,,�� �� -- - J g� - ���� f��'I �� i 1$° ��2 g� � I ��-J I� 40 ______ - �I I� _$ � — f-J��� :-. ��i � .,�, Tir 7}, - 1I- � _- - ; y --r-=--= - - - -- -- I� � . �� � I� `� �� � �- _ _ `'_� u - - -f -- � �.�:. B��- �� �' rF � f} . , I � —�� C__,a x 6� — 22" x i2° _ �i.o' x s" - I� 1D" X 6 ALUhA _---�� � f�--,�-�- -,;� IJ 'L�. I� IIr�,� —! , �� —�� Ih ',y � � t4o �\ r`:� � � � s& �`� �I I � � �s H � � _ �� - - J � �-- :� '" � --;.- � _ o ligo o -.s__ _ � � , . , � �� 4 5 B� Bp a_��i � Bn I8 fi" X 6" H 70 �� -�12 1�2 X - -- � ' I I 1 I ` _ __�. ____l� � � � � _,� _. _ � � 'r Y .i 2' X 10" 'ALU� 32" X 12i T� �� � � � � � I� �� X 485 ' \ I � JV�-� ' ! � I I-t2 G�' � +- � .-� � I 12 01 1 t 2 3� ,\ E' ------ �--� � � B gD i i � i ' '� I i 4 I I 1 D � � I!E�- f m � � 1 m --� -- ' 4 4 I I 1 0 � L=====__ -____ - _ -__-__��-�_-.-� -_..__-.-�_-.--��- �32' X 18' EXHAUST UP SET TD 500 CFlA I � � TQ Q�, ON R4E1F (TYPICAL 4F 8) I R�� �UCT TiiRll JpISTS (TYPICAL} 34' X 18" SUPPLY R�UiE OUCT [k JOISi SPACE ��R41� Q�, �N R60F � ' �NLARGED NORTH RESTRD�M PLAN -HVAC � SCALE: 1 /8" = 1'-0" C � H601 ONCRETE PAD (TIPICAL} � � �--- H6D1 � , _ W ��� �I� L� � 'J FI�� � I .. I ������o -- - J 6" GRdUND S4l1RCE LflOP PIP1t�G BY OTHERS — 6"- f--- - �- FC-h- f--►------ 4� 6„ SHl1T-OFF/BA�ANCIHG �_ .... .. _ VALYE WIiH FLOW ; � hAEASURING DEVICE FDR ( GRQUNp LOOP PIPE � CpNNEC7[ON L� � I 3-WyqY CONTROL L _ r [ VALVE 3" FILL CONNEC7IUN - � � w�r� sr�ur-aFF vA�v�. A COORD]NATE EXACT � REQUIREI�E�l7S WIFH H601 �� GROUND LOOP I CONTRACTOR � � 6" \' V! -/ \' V! �i' ,� �✓ �' `� / Cwa-1 B S�2 � H601 Fi60i CWP-t VFD CWP-2 VF� TE�IPERATURE CONTROL PANEL ENLARGED IIiIECHANICAL ROOM : �,,, � �II ' CHEMICAL SHOT E � FEEDER H50i . � � ��� f PLAN -HVAC SCALE: 1/4" — �'-0" �-� _ . ' ��;I�1;' ' �:"-��>>' '#;�" ,�i���' _�_. I I � i I I \'� t. � LVNL LU � t \�`�ti� � _,��'� •-��� . \`� f �L�` I \ ��♦ \� � .� - � - - - �� _ —____; � � I I � i i i .� _ __{...___-_ -- --I GENERAL NOTES: 1. EQUIPMENT RNQ ZONING LAYQUT IS SHOWN FQR INFORhAAT10N ONLY. CONTRACTOR WILL RECEIVE WATER S4URCE HEAi PL1MP UNIT AN� STORE IT IN AN AREA DESIGNATED TO BE SERVED BY SUC}i 11NIT, OR AS aIRECTED BY QWNER. I ,�,.� 1, ) � n { � � –� 1 ' j. ': r1 I � '� } I ;',' I �..1�� �-.I�] ,.�7�� {. ,�a� ������}� -�1�t, _ _ ,T, ._1-: _I . ._� . _ I_. I ! I I I � I 1 I I I � i � i i i i � �� — — — — — -�- � _. _.._ — — --- — — — — I: I 1 I I I ��� I i I I I' � 1 � I I ;; N6 CHAHGES i0 E' I EXISTING DUCTW4RK � E I IN THIS AREA I !: � i I I I I I E� � I I I I � , , I I I I f i I � �I ;I �: � I I f I I � �� -- I I i I � I ,� f I -- � I I 5EE ENLAR�EU MECHAi�ICAL � I I I � ROOM PLAi� TH15 SHEET I I I� 1 I E I I � . ! � _ --- -- _ ----- ----- ----- m __--__ .� ............................... .................................� _. _ � ....---..._..--•---•--------••_---_ . . . ..--•-� - _ - - - - - - - - - -- .._. .. . .. . . - _ _ � ---- - - _ _ -1,-,_,� - - - - = i . �� I � I � Z4NE O6 ,r � G ,` f , ! i I ''� I: � I E I I i �'F, . : : » ..................................».....»..»......»......»................__...---'-----'--------------•—•—•—•—•—•---• . — — — — — — --- —�•—•--•—••----�L—_� r. � — — — � � •---+� � � c�� f ! , .........:n� I ? I;�j I — — — � — I I — — —' — -� PLAN N�TES: Oi SHUT-OFF vALvE F4R FUNRE wSMP CONNECTION. O2 CDNNECT TO EXIS7ING SUPPLY AND RETURi� DUCTWORK. , ,��iT���� �� ;{�,1� �,,a�,;� ,�I���:�, �, __I_ �. � -- ._ _, I I I � I I i i � i � I � I I I � I � I I � I � I ---- -- - - — - ! - -�� I � E I � i � 1 ! � i � I - -- -I �- - � i � I I � � I I � I I I - - . - __. ��_ - -8-:-- I ! � � E� � f � I � I - -� - � ! � ■ I I � I � I I � I � I I � I � � �-----�--�------� ' � � a �,, , � � -� �� - � . tr I \�� �. ----------------------- ------------------------------------ � - _ , �,�_---_ — — i : C I � � � � � I � ! � �3 I ] � I P 29fEi � � �J � ~ IL.._, � � I � � � __.__-----------_ � � -- -- � - - � - - - - � � � - Y " j�� -------= -------- .� � I I�� � I' I li� I ; I I� ! � �i ----------- --- i � i �, � i -- -- � zor�E zs zoNE �o �_ � - o-�{ ---- -- ------- ----�. N r I I hI�AL � I I I I �-=II r----- ---- � I �:�li � � I���.. � _- i �� � � � �i t __ ��i�� ��—�---------- — -----�a' � � '�� - 1" � c�;�1 1/4 I I�� �� , �� I �_Y J�`� ._. ,-� � �� . :. . . .. . . . .. ., . . � . ., . . .—.� �-----_------� : .:-: :.-------�= , �------�_ n UU� �U � UU � ,� I ' � � � 4� I � � �. , � I I � I �. ._ - _ _ a • -- - - fl Z4NE 28 : � � . I� � f I � I ZONE 27 --••--•-g� ........___�_..... ........ �.� E - -� I � � .-.... �... ....................�� ..............�...........................-............................. - � , , � I _ _ _ ._.. ._.. �. _._.. _.. _ . I F1 RST FL�4R PLAN NORTH -HVAC SCALF: 3/32" = 1'-4" �� � � �.. � ■ � r � � CSO Architects ARCi-IITECTURE • INTERIOR bES[GN 280 [u[ 96�h S�net, Suim E00 •[ndionapolfs, Indiana 4fi240 T{a1n317.648.7804 • Fas337.574.0957 • csolnrsct m �nar uo �,ww� ra H cq�� a...�.a ! f I CIRCLE [}ESIGN GROUP, INC. 5510 S. FAST STREEi Sl11iE F INpWdaPpLIS, INDWJA. 46227 (317) lBi-6200 FINK ROBERTS & PETRIE, fNC. Cor�sultir�8 Er�9ir�aars FINK ROB£RS & PERTIE, INC. 4Q4D NNCENNES CIRCLE, 541SiE 300 IN6faFU�PDLS, iN6tafak 46268 {317} 872–B40U �� AM1dEAICAN � STRUCTUR�P�I�T INC. ■ AMER[CAN STRUCTUREPOINT, ING. 7260 SF1Af}ELFN� 5"fAT16N INDV�NAP6LI5. [NOUNA 46256 (3t7) 547-5580 PRO.IECT: SCOPE DRAIAi�NG8: These drowings indicota !he general scape of the project in lerms of arch�lecturol des�gn cancept, the d�mensrons o! lhe 6uilding, the major architeclural dements and the type oF struckural, mechonical and eledricol systems. The drowings do nai necessprily indicote pr descrihe all work required (or Full performante cnd tompletion bf the requirements of the ConUoci. On lhe basis of lhe general srope indicated or described, tha lrade cantroctars sh¢II fum�sh otl ilems required for the proper execuiian and camplelian oi lhe wark. REVISIDNS: i8S1� DATE D[tAWM BY C�Cl�p BY p��27��� YAKOV K[TS15 ERRY L 5M1TH ORAlAl1NG TITlE; F i RST F �oo � P�AN NORTH w E ■ Y l • V CERTIF[ED BY: \`����tititi i � r � i r1r������ .�`������ �" S�1/�����. ;' �`� � ��s �r����- �'y'�-. . ��, F�� , = ��� N o. ��� = � -� : 60880301 = :�� - s p `: STAiE OF :' � � ��F �'' ��!D I AN A.•� ���`��� i `f' . ��� ♦ �'��.,;,�4NAL `��,.�� �/� �� � I DRAWiNG Nl�RI18�R . : PRO�CT N[J64[B�R 1��0�3 ..' I I I --- — — — — � — — ---- — --.- .. .-�-W- -�- �-- ___ . . _ �= =- = — — - - — — — — — — — — — — — — — --- -- --- - - --- -- - - - . . . _ .. .. .. � � wSHP�� lA1 !! 19� p � X 790 20 � 2 I----- - _� � �_ ._ �- � . � I� �� 2Q" X i2" ��� I� I� �, � � I 12 4� I E--�th I � I� 8° X a" �T _ f, __eo �� f-_ 2�12 �I I �u-� � � , ' � � � � 8� � � z x�� z^ � � _ , � �� �r - - - -r4��- - �_ _-r - .: . � }, . : -` - -,-.=,�:r .- I. � ! _" 8 8 �H � I�'�f' ' ��•� �� ��ea � - - �--�� - � � =-� �sa I ia" x i� �— _ zs" x izn— — �o' x 6 ,� ���j'I ��;� � I 140 _ ' � �'ll���f�� �:�..)f,�f'�� I� H �'�� � �— `� � '��3 � � � 1 �� ,� ' 8�I —� ��.�� �.� I I� 190 � . � 70 6� X 6" 8� � au �,$ �. � � 500 � I 6 6 H , 12 12 ,� � � � 2502 X I k �1 I ! � �----�-- 8- - — ____3z' x � a�, . I � —� — � ' 1 112 OI��-- i � — � �1�12 �� i W € � I i � I ' BD----�.•. BD—' , � L— —' i = = � = = � 4 � m � � i ---� E-- F o i � i� � =�-____ =�_ =_--� --- -_- -_--.-._--...�-_--���_-_ � ROUTE pUCT hIRU J41ST5 (iYPICAL} � S E T T U 5 0 U C F A S � TO^ X� QN ROpF U P � (TYPICAL OF 6) � . I RWTE aUCT IN JpIST SPACE FROIA �Q�jON R40F I ENLARGED S4UTH RESTROOM PLAN - HVAC SCALE: 1 /$" = 1'-Q" MAIN E[�TRY P�AN - HVAC SCALE: 1 /4" = 1'-a" GENERAL NUTES: 1. EQUIPMENT AND ZONING LAYOUT l5 SHOWN FOR [NFORI�AiION ONLY, CONTRACiOR W1Li. RECEIVE WATER 50URCE HEAT Pl1f�P UN[T AN� S74RE IT IN AN AREA DESIGNATE� i0 BE SERVED BY SU�H UNIT, OR AS DIRECiED BY OWfJER. PLAN NOTES: 1 5HU7-O�F VALVE FOR FUTURE WSHP C4NNECF�ON. 2 CONNECT TO EXI5i1NG PIPE. i; � � � �l � ! � ; � � `j �=, �- ', � -I'. } � - . i i �r�� , i (i , �'�,j � . 1 i '- , 1 i:=, � `i � 't , i .�.. .. .�. . . _, .�, .�: . ,i. I. . � I E � � � � � � . � � � � � � �� i i � i i i i i i i I E � � I I i 1 I I ---1- ---- � � � �. ��._.�_-- — -- ---- . � ._ ..............._............:......... ....::_�.... _. - — - -- — — — — — — — — — ................ i�................:�.__..___.._�:....=.._.._ _ -- — — -- - — -- � � �� � . .. �i� ............_,, ............................ I. I 1 - - - - - - - � �„�f{r ...'" ---�-� � 4 NI .11 I I I ♦ .. f,. 1 � I I 1 I I� I;� � I �� ZaNE sa��f I '� I; I � f: `.. �� I� '�, I - f;; � ; ii ,i ,�' i , : � i �_� � � � � � I f �' �� c��---•---��.----•--�: II �.. :� � ■ r ,, ii G�.......}f....,� : I l a � I I I I I � ! , ; ; ----��_ � 1/4� -- - I �---; �i f ` �i - :� I I= �.� �„ �j ;�, 1 I I I� � ,�i :�I i '� � ti�2rc 1 � � I 1 - I I•� � ��� e�..' ,i� I I: � c �. .. � ;� ; Ij i� 2 ; II 4 0 - -- - - - - - - - - - - - - - - - - - - - - - - L ,I �'"R;' � .� -�- � � r+ - - -;-f - - �. . .� � -- -' -------------------•--............._._._-'�_3: 1, . i , I .................. ...... ... .. ... . � • --�- -------- ------- �- E �I � I I �� � EXISTING 4" � � EXISTING 4" UN�ERGROUND PlPING 1 � I I � I y I I 2� i�l :; I li l;' '' �_; � i�:' Z�NE 59 �� � Z4NE 56 � ' G • ,. � � 1" . � �: �' 1° �I _ � �, EXISTING 4" I 1 �: WSHP____,�57fC1,� i� � 1 f � ! I I I I� I y �i' �; �I 2 I I; .,c�� :t' _ , � � , ; �...: �; ;, , . E � i � I' i�l EXESTING 4" , � j � ! I I I I �, I I I I � � I: t'r `WSHP____�56fG1 I I; � . � � � ZONE 57 I� �� ,...s¢ : . � ' 2 �i i - _�� .�._ _ .__. ____._._._ --- _ _ _ _ --- I _ ._ , _.. _ .._ _ � _ �; � �., � .....,,.�' _ F �.. �: -� � .„....... ......... , _ . .�{ - _ _ i � ��_ --� hl i i � �E . I �� I ! u;. I � I �� I � I � � ��4� I i� I� ! �� - �I� I ZONE 5fi � � � °3 i 2 � � : � K: i �, - 'I EX�5TING 4" � ; I l �' � � � I � I ! I I i;l i I I� � 4� E !€ i i �� Ii � � � x ' �� jE € . � i il � I � � I� iE � �P��61 I i i" �� j� •;� ,I I � 1 k I I � I ! '{ i41 l t� I. I � �� c�, � w ca-ti i � �� _------ _---- ----- ----- ---- ---- ` �•' �� '� � I _ _� -� J � ���= I .......... _ . .....:.......................-. w.... .._....................................�.... ; l €j - . ................. ...................................;. .... .......-•---- --•---------------------- � ' i � �i �r;� � -■ -- - � - - - '�j�' "' - - - �e;E----- - - - -,_�,- __...... .._. ... _ E� _. ... �� _ f�;.. � _ � _ _ ' _ .- - ------{ k F� � ZpNE 54 , •.� , - I , I - �,t�y • . � j� � � � � I I i I� � � ''�� ZONE 53 �\ 3 ii € I I I 4, � �� ;, 4" I � I � I �'I '`•� I I ! �, � 1 �� ��i i � I; � � �''� i I I E �`t: •� � : - - - - - - - - � - � - - � - - - - - - - -- - - - -��-- -� - - � -�� - � - - - —{�F,`� 1 3; � I . ; � --- : � ■ € � : c� .....................�................_..,. �_ � � - E' �---•• ;+� ; f i �= EIf I � I: I I ; I f I e.� .....................:................ i I : � ; ; � : £ VV5�1P��G] � : i � t�4� .....................................�................... _ ....... ��..........._...................................................... .... ..1...................................... � I �! I I � � �' i c;�� 3 .~�# �! I £ ZONE 5a Z�NE 5 �� =I I ` �� I- • - - -! - - ;� - � - - -+r� - �i� — - - � �� ,?; - -� - - —I- - ��- - j}�- - - -�— ; - - � - - - —t, F } ' � �.., , 1 �i---� � I� Ej VifSNP____=-�50(6} � . - -•_- ••f-�: � � I ' ' � � j � ....... « i ------•-- . ... - I-� �--•—' � k� :� • �....: � � � I � ' G'i,':1 I _ ..�-�------•....... � f � � � `' � '_. I � � j:1 � I 1��; I 1 1/2" I f 1^ 4� _ �l� 1" � _ �: � � s � �. c��' � r 4n I 2" � ; I - E� .€ ' t 1 : �� : � � •_--•--, �4�. �' I 1 �:l _� I I I WSHp�49fB)�{X ij j€I I � �: � E ii_. ° . � � : �.{_....••••-••••••• ............................_.._...._.._...._..._....--•--......-----.._..---•------� ; _ `� 'f ; i i` ZON 4$ s G-I....� ........................................5„�........................................................,. _ WSHP ¢7i6}��� ON£ 49 i� 4 ZQME 50 = I 2� � Z �� II � s �---._._.__..r_ � II � 1 : ........., 1 � ' ....... � ` ` 0 :_......: _ ....................... � I i` ; _. F� . •..-?_ -- I 1 _ --i- � ZONE 46 ��............ ' � - - - - ! - I�---�ll - - I - - - - -_ ~..�._-~i E 1 .. _ _ _ W � � � . ' - --- - -- � `� - - - - - -�-- - -- - ; __ .... _.._. r� I' ; f � f 4Y5HR�4&fR]�J: 2 1/2" ZONE 47 I� j� �^��--� . - I . � : I l li ��, ;--�'�' _. --� � � � 10674 S.F. � I E I i � I E �! I ............._..........................�..............................................................:........ � � � � j �I� � 3 �/ 4. � Z�NE 45 I E I I I � _ 2�/2" - li �� I; E� Ij � � F � i � _' _ _ _' j -� _ _ _ _ «-. � _ - _ _ _ � _ - - - _ _ _ - �� - _ _C _ _ _E _ _ - _ ���i =� ] � �� ;, 4� � I� � I �� I I i I I li ---�,I ! I: I i I ; � I ZONE 43 j — �— �� — -- E i 1 : � I � ----- i" YYSHP_-___=�--43(Bl i �i ; II I : : -- , . � ' `• : ZONE 42 �--------� � ; �E � i I ' c i---' -••-• �-.__.. I! ..WSF�IP�30f�).i�L� ---- ---- ---- ---- I I ca- - � � -----���� � I �f ��� I E€ . ` i W5HP��2(Bl� I _ 21/2" � 'c%n , , �! _ � � — - - - �' - - - � - � - - -- - - _ . __________.�./-���� __-� ______-_-_- - - --�--- - - - - —� C��} ;y ! � - � _ - - -'_ -� =T- I� 1 -,� YY�1R�4t(B) I� � '�, � r - I - ; ' ~L I I I !^ I I I I � II ZONE 30 i� zoNe�.�z ���'�, '• �� ' � � 2� � R �' �j–� � � i � E � �''� � ;� ---- - -�==--'�--� 4� �r=--=�� __+=__ - Y � ��,_� � E; � ll �`� _ � I� �� �I � �.�{.. '�... � �� ZONE 44 i I � - I � I C.+ �:�--; l 1/2" 1 , . �. : .. . , . , , .. . . , , .1 . _ . . ; ., . , . . .. .. _ �� � ; �i : . . . : . ; � ---- - .. .--------•--••--•------------------------------------------------�_................................................................_....................�............................_......._ ` � • , _..._ � � � IW�IP�41(B? �:.. 1 _ - - - ,�I _ � _ _ _ � _ -- _ � - - � - -' _ _ - I - —;-� - '' - I - - - — -� - - - - � :� - - - �. _ [ - �'x '+' ;�1 T SEE MAIN ENTRY PLAI� TMIS � ' � J" � � , , :. .. �� � , .. r ; ' � �� SHEET FOR AQD17lONAL •-•-•-•••--••-•-••••••-••-••-••-•-••-•- ' . . . . . . . . . . .-. _ _ _ ' "� _ _ - - - li � �� 1 FUTURE �' � , �' WORK [N THIS AREA ZONE 34 /' �' � �I , �SEE;�ENI�RG�n SDUTH Rq��-5jf�0o�r;�" _ PI�MP R00�1 ; � � i ��IT - P�ar��Ris-� -��oino� -A�� I �I ZOI�E 41 , 1 i 4" i �i `l ,� WSHP�32fD1 i �. i i �'%� �WoRK i� ml ���I,� �' � ii i� i ; i i `'` �:�� . -._ � I I,: � i I _ � > >�4 � ' - � � _. � � - ._ ._ � - . t'� -�-- - - - •..W- W • - - - - - - - - - - - ; - - ' , . . . . , ;. - - � , : . : _ � . . , . „ . . . . , . � , , ; I _ � E-.- -- ___; __ i". � ' � �I 1 1/4 :......... :........: 1 � , . I� �I ------ _ , i I ��I � � ' i = __- �I ._ . � _.� ..�. �.�.__. _ �..�..� ._ _ _..� .�..� : .�.��.�.��.�.��..�.��..� .�..�.�... �.�..�..- _ - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ � , __�._ i �j� � � � i �� '� i i � i � i i i r.i � i � � � ': ' � � l,;C.lFfRIDC)R I �� �•'v - I ��.1 ! 4" 4" 4" `�n . 1 � ' 4" . 3 � . �-•-----' ' � � � I h = _ - -_ _- _- _ _ - _- Z - _ � _ . w . ... � � .. _ .-....-... - ...- -...-. - - � - w ..- - - _ _ � _ _ _ _ _ = � _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� I ' • �. � . f - - �'�� � - - � �/'� ; ,�4" _� --�— - � - � - - - - _�: - - , - - , - - � - - - �9i��` r - �, - - - - - E,.', W5HP�31fB1� I ��� I ��' �P�3fii6} -/ 1 I � I � I �t' i I I .. tl2° i � -- • 1 1 1 1 4" f . . � � `� , _ _ .. .. � { c� � -• � � � -- � � � --- --- , . •,/i • . — . _.. E� ��-- - r� ��— , UU� = U(� � / 4„ ' i ...•-•••-. � •• ` � ••-•.._.. . _� : �__._ _.� ; � Z4NE 39 � ��� / . . . , , . . • , . . , , . . . . . . ..._..� • • � I e � � WSFtP�,_„37(Gl 1�5HP�3BlB) • s I� � I I I: I � f%�I i �i I I TOHE 31 , ZONE 35 ', TQNE 36 ZONE 36 � � ' � i ,�'. / . . f� i , = i � ��� I ' • � � ; � \ /j' ; I k � I I I E: I i �' ���'' �1 I I •� - -�- � � — — — — — — — — -- — — — — — — _— — — — — -- — —i— — ,= _ �,i�,�. — — — -- — — — — — � .� �`i T . . . � �------------------------------- --------------- : � v �r � , . , . . � :• , ; . ---------------------------; -------- : , il I ! � � ` � �� � � � F � ���-� �: f � � � ZONE 33 ZONE 37 �`ti I� � ------- • : . . . . I � : �.� —j � � � ..» .............-..................».....-»..»...................: ----'-----------�•-- ------------------------ -------•-----••–•--• ��....---••--•-•---••� --- -- — — — — .».... »......................... �..»..»........»....... »..».. — — — — }— — — �— — — "�— — — — �, r�`- � ----�-------�------------- .................................. ......_......_ _____ ___�_ ----_— —_— _— ----- ----- _____ __._.__ ---_— —_--- �._.._— ----- �• I If � I I ! I I I 1 I I FIRST FLOC�R PLAiV S4UTH - HVAC SCALE: 3/32" = 1'-0" � � ;� � > � � � � � � C50 Architects ARCHITEGrURE • [NTERIOR oE51GN 286 Gut 46�h Strccc, Suiu 100 • Indianapolls, [ndlana 46249 -lfutn 317.648.7800 • Fax 3I7.514.0957 • csoinc.ne[ m zoor tsa Hra.n4 �,c +� py+, A..e,.a ,� .I 'l r CIRCLE DESl�N GROUP, ING. 5510 5. EAS1 STAEET SUiTE F IN�V�JJAPOIJS, IN�Udk 46227 (317) 781-6266 FIN/C ROBERTS & PETRIE, INC. Cor�sultir�r� Er�c�ir�aErs F1NK ROBERS & PERT[E, INC. 4040 NNCENNES CIRClE, SURE 3W . IN6WLtiP011S, INDIANA 46268 {317} 872-8400 a� AMEAICAN � STRUCTUREPDINT INC. � AM�RICAN STRUCTUREPOIN'�, INC. 726f1 SH4UELAND STATION INQUSIaPOWS, 1NQIaNa 46256 {37T} 547-5560 SCOPE DRAW[NGS: These drawings�indicate the generot scape of lhe project in terms a[ architedural design concept, lhe dimensions af (he building, thC mtijpr prchileClurpl elemgnt5 and lhe type of s1ruclural, mechanicol aod eleclricel syslems. The drawings do not necessariiy indicata or describe all work required for fulf periormonce and complelion af the requiremenls of the ConSracS. On !he 6asis of !he generel scope indicoted ar described, the trade ronlroclors shall turn�sh all items requfred for the praper eKeculion and completion oS the woric. REVISIONS: ISSF� DATE D�AW�oI BY ClECKED BY p5�27��5 YAKOV KIT5fS KERRY L 3MlTH �RAWING 71T�.E: FrRST F�ooR PLAN S4UTH - HVAc CERTIFIED BY: ```����►�ti i i rrr►������ .��`����� � S�i�''%, `,'� �`` �G's r�,��.-ly "',, � : � N o. o�� i � -� :. 6osgo3o� : �� � p '-- STA7� OF •' c� � % �F''• !!�!v r a,,►� �..••����``. ����''��;,l�N,4 L `����`��� rin� �� DRAWiNG N1�4lBER PRO.lECT Nt�lABER � �5003 � GRILLE AND DIFFUSER SCHEDULE DRAWENG LEGEND DIFF€1SER GRILLE SLOT/�1NEAR �IFFUSER LINEAR BAR QIFFUSER -j,�E NECK SIZE �E SI E �� NQ. QF SLOTS - LENGTH n,pE WIDTH - LENGTfi O # DESCRIPTION SPECIAl. NOT�S & FINfSHES A 12" X 12" SQUARE CEfLING DIFFUSfR ROUNp NECK B 2k�" X 24�� S(}UARE CEILING pIFFUSER ROUND NECK C 12" X 12" ARCHIiECTURAL CEILING �IFFUSER ROUND NECK Q 24" X 24" ARCHITECTURAL CEILI�fG DIFfUS�R ROtJND NECK E EGG CRATE GRILLE F SUPPLY GR[LLE G REiURN GRIf1E N EXHAUST GRI��E OPPbSEn BLADE DAMPER J TRANSFER GRiLLE L �IN�AR DIFFUSER N LINEAR LOl1VER�D DIFFUSER SUFFlX °R° INaICATES U5E FOR RETURN AIR V VARfABlE AIR VOLUh�E DIFFIUSER X 1/2° X 1/2" ME5�1 GRILLE WITH FRAME GALVANIZED STEEL, SCREW THRU FRAME FACE TERMINAL HEATING UNIT SCHEDULE � I�ANUFACNk�t Epf F�C1it1CAt kIW2K SERYES 11NIT NAf�IE dt ARRANGEkIE�iT � KW STAGES A�IPS HP VOLT PHASE �i �EC �� k�IAftKS �o�a Hu�e� �aT MECHANICAL PROPELLER QMARK HORIZONTAR 60 6UILT-IN THER�105TAT PUH-1 RQOM UN1T HEATER MUH-038t SUSPENDED 350 8� 3 1 14.5 - 208 1 BY MFR 27 _ PUMP SCHEDULE F�A1dl1FAC�l1RER GPkI T�i. FT �IINIAtII�I �CiRICAL NUI�'BER PU�IP NA#�IE EQUIPMENi NAlrIE � N111A1 II�P PU�IP HP I�.T �{A� � j f�IrIARKS I��}Fl NU�19�It RPI� �, IN FFF1q�1CY CWP-1 CbNDENS�R WATER BASE MOUNTED TACO 5Z5 >>a �gy, 25 460 3 864 HIGH EFF'ICIENCY MOTOR. PUMP CENiRIFUGAL PU�IP Fl4011C i77D 10.5 OPERATES ON VFD. CWP-2 CONDENSER WATER BASE MOUI�TED FACO �2� 11� 79%, z5 460 3 8B4 HIGH EFFICIENCY MOTOR. PUMP CEN�RI�UGAL PU�IP FI4Q11C i77p �q,5 OPERATES ON VFD, STAN�BY. NOTES: 1. SELECi PUMP FOR ETHYLENE AlCOHOL OPERATiON PACKAGED HEATINC AND CO�LING EQUIPMENT SCHEDULE i�1WUFACNRER FAN DATA OaOLiHG CAPAqTY HFJIliNG CAPAqiY -- EL£CiRlCAL EL£CiRICAI. DATA FILIER DAFA ��H���� UNIi AREA(S) WQGHT NU�IBfR NAl�IIE �y�p � Cf�l ESP. E�'kl gFIP TOTAl. 5F1�1S[�E E.A.T. �(` F) L.A.T . flB (' F) �1NI�!li�l ERR KW E.R.T. Q9 (� F� VOLT PMASE C�+ITROL 11�T P�IASE SUPPLY FAN C�iD. FIW C�IPR� ELECTRIC �CA �IOP QISC�INECT iYPE 1HICKNESS (IN.) ��� OUi51DE REIr1ARK5 �IODEI. NU�IBER CAPAqTY CAPApTY AT WB (' LA.T. 1�B (' F} {ARI. CE)HQ.) INPUT LAT. �B (' � STAGES 4iY FUI QTY FLA QiY R!A HEAT. FLA SiMT(�i ��RV Q7Y AIR 79.2 56.1 51.8 7.1 THROWAWAY 4° ROOF CIfRB, ECONOMIZER, P044ER EXHAUST, OUTSI�E AIR TRANE UNPONIERE� GFC� 120V/�Pli RECEPTACLE, NOT GAS OAU-1 UNIT-1 �U7SI�E AIR FOR NQRTH AREA -�C102 3000 1.0 1242 1.37 95.27 74.93 32.5 36 480 3 5CR 480 3 1 3.1 1 2.8 2 43.3 58.0 fi0 BY MANUF. 12i7 3000 BYPASS REHEAT, BOILT-IN ERV 65.6 55.4 89.5 6.4 8 - 79.2 56.1 51.8 7.1 THROWAWAY 4" RooF CURB, ECOriO�IZER, PO4VER EXFEAuST, OAU-2 OUTSI�E AIR Ol1TSIDE AlR FOR 50UTH AftEA �AN� 3000 1.0 1242 1.37 95.27 74.93 i2.5 36 480 3 SCR . 480 3 1 3.1 1 2.8 2 43.3 58.0 60 BY MANUF. 12i7 3004 UNFOWERED GFCi 120V/]PH RECEPTACLE, NOT GA5 UNIT-2 ����� 65.6 55.0 89.5 6.4 8 _ BYPASS REHEAT, BOILT-IN ERV ENERGY RECC�VERY VENTILATOR SCHEDULE � 1�AlVUFACiU�iFR FAN DATA SU�I�IER �ERA�ING COI�I��I�IS WINiER OFERA�[NG COIJE�i[�15 Fll.iER QATA E�CiI�CAL UA7A LENIi AHII � EAT. F LAT. F REDUCTt TOYAL EAT. F LAT. F REQUCTI TOTA! �i�00R A1R R�'fURN AIR WHEEL WEIGHT MODEL Hf11�BEfi UB DB DB DB ��s NU�1EtER SERYE€? AlR�LOW CFI�I Bf�{P/HP EA.T F�A.T. F�(�.ING, EFF�Ci1V. E.AT. F LA.L F ECOOEING, EFFEC�IV. TYPE THIGQ�IESS TYPE i}pGOrESS 1�1.T P�fASE I�CA �#QP AP.D. [.BS GQ we wa roN x we w� �rc� %� �c��rcY n.Q.0 (�r. w�c �c��ucY n.�.o (�. rrcc (��. r�} (� (� �I. 92.0 81.2 -10.0 42.1 � STANaARD ^ OUTSIDE 2400 1.88/2.0 P�A�� � MESH � ERV-� OAU-1 SEMCQ 75.0 67:2 �� �� $ -1D.0 40.i ��� � �� 8 4B0 3 6.8 15 OJ9 q.75 AQAPTER PLATE, �ISCONNECT SWITCH, HINGED ACCESS PANE�, SP2200 75.0 85.8 70.0 20.D ROOF PE�ESTAL SUPPORi EXHAUST 24�0 1.55/2.a MERV-B O.Oi - - 62.0 70.7 55.0 20.0 92.0 81.2 -�0.0 42.0 SZANDARb OUTSIDE 2400 1.88/2.b PLEATED �� MESH �� ERV-2 QAU-2 SEMCO 75•0 67.2 6 2 �� 8 -30.0 40.1 ��� 3 �� B 48d 3 6.8 ]5 0.79 475 ADAPTER PLA7E, DISCONNECT SWIiCH, HiNGEO ACCESS PANEL, SP2200 7�.0 85.8 70.D 2D ROOF PEDESTAL SUPPORT EXHAUST 24�0 1.55/2.4 MERV-8 O.Oi - - 62.0 70.7 55.0 20 � �xERMa�€r��� AT 5'-0" TO 6'-�0" AFF. SHUT-OFF VALV€ P/T GAUGE� CONHEC110N P/T GAUGE� CONNECTION SHUT-OFF VALVE DRAlN DOWN SHUTaFF VALVE FLQOR DRAIN� HR ��W -� HS � ASTM RELIEF VALVE � �� PfPE. TO NEARESi �RA[N ELECTR�C 6QILER IOiV FLOOR ELECTR[C WATER HEATER PIP[NG SUPPLY AN0 / EXHAUST DUs 0 D ETAI L A NO SCALE PACKAGED OUTSI�E AIR �IANO�ING UNI7 WI7H ERV FULL PERiNETER� RQOF CURB. CURB UI�IT CONNECITONS� SHALL ANCH�R TO ROOF DECK. SHUT-OFF� VALVE STRAINER � BLOWDQWN --� BAI.L VALVE HOSE END �� AN� CAP PRE55URE GAUGE BALL VALVES J MIN. 5 PIPE DIAMI VIBRATlO�! ISOLATbRS PIPE HANGERS � � SHUT-OFF VALVE � BALANCING VALVE � CHECK VALVE.(NbN-SLAM) FLEXIBl� �� 11E ROD RESTRAIN7 �ER CO�JNECTION �MANUFACTURER OF p FL£XIBLE CONM1€ECTION �INCR�AS�R BASE MqUNTEp EN� SUCTION PUN{P VIBRATION ISOLATORS � --� F1.00R (QN GRAQE) 4" CQNCRETE PAD WITH CHAMFERED EDGES END SUCT�ON PUMP PIPING D ETAI L B NO SCALE TREATEQ WOQD NAILER COUNiERFlASHIiVG ROOFING BY ROOFlNG �{IN. 12" ABOVE CDNTRACTOR ROOF SURFACE � � � '� INSULATION I I � � ROOF AECK 4" THICK HIGH �ENSIiY INSULATION WI7HIN CURB PERIMETER. R��F M4UNTED AfR HANDLING UNIT CURB 1NSTALLATC�N D ETAI L F NO SCALE SUPPLY LOOf BALAHCING 1 BALL VALUE (TYPICAL OF CHARG€NG VALVE EXPA�1510N TANK MAKE-UP WATER � M501 AUTOMA7IC AIR VENT REFER TO DRAWINGS FOR SlZE PIPE TO FLQOR DRAIN nin cconpnrnp TQ PUMP SHUT-OFF� ODE COMPL]A�1T BALL VALVE ASTM REllEF pIPE TO FLOOR �RAIN VALVE OM1! PIPE Ta FLO�R . aRAlN 4" CONCRETE DRAIiV BAl1 VALVE WIiH PAO � HOSE EN� ANd CAP EXPANSION TANKISEPARATOR P�PING 117 V 1 VRILGV Yf1LYC CONDE�fSA�E �RAIN BRAIDED JACKET TYPICAL HEAT PUMP D�.TAIL DETAIL G ND SCALE D ETA1 L C NO SCALE "C" CHANNEL SUPPORT SPRiNG V[BRAITOM1! ISOLATQRS r-rni �n�r inr ALL TF[READ ROD HANGER ` °C° CHANI�EL SUPPORT TYP[CAL HEAT 1PUMP SUPP�RT DETAIL DETAIL H NO SCA� ELECTRIC BOILER SCHEDULE �IANUFAG�IiRER BAl PRESSUI� GPA1 ElECTRICAL UHI� dt iYRE � IXiiPUT RA�[NG F!A I�OLT PHA� {��) INSURAHCE NUMBER MODEL NUI�B�R INP�T {��i} (PSIG) �IAX P.D. �' B-1 �-OCHIKVAR COMPACT 150 512 250 z3a - 460 3 800 - BWX2-150C Ef.ECTRIC BOILER _ NOTES: . �. CONTRaL CIRCiUT TRANSFORMER 2. FAC70RY CHECK, 7ES7, AN� 57AR7-UP 3. LOW WAT�{� CIJTOFF AND ALRRM 4. REL[EF VALVE HEAT PUMP SCHEDULE ��f� ��U�A��� FfW �ATA COOLJNG DATA HEATING DATA ELEC1i�CA! DAiA ��� � T4TAL SENSIBLE LAT �.B. CON�. GPI� COkIP €�5t7fk+EH�CT RENIARKS N��� I�(�3El. NU�EBER CF61 BFIP E.S.P. CAPAqTY CAPAqTY �R �i�i ('AF' LAT VQLT F'�lA5E �' YCR SWI7CN �LBS.} u+r ws. �s. o� TRANE 57.45 3.00 ��P A �XHF0127 38� 0.�23 0.50 11.82 � 9.63 15.5 9.29 5.20 90.33 265 1 5.72 6.97 BY MAHUF. 173 FUSE� Di5C0IJNECT 56.09 4.45 TRANE 58.6 6.00 WSHP B EXHF0247 760 0.182 0.50 23.31 �$.31 16.0 1$.24 4.80 89.92 265 1 3�.1 12.35 BY MANUF. 253 FUSED DESCQiJNECT 56.2fi 7.04 TRANE 5fi.74 7.5 WSH�' C EXHF{1307 95a �.185 0.50 3b.2$ 24.83 16.8 22.57 5.4 89.7 265 1 13.7 16.43 BY MANUF, 253 FU5E6 DISCQ�N�CT 55.82 1Q.64 TRANE 58.Q3 4.00 WSMP D �XHF'0364 �140 O.Z68 0.50 34.67 28.17 17.0 28.22 5.40 90.6� 460 3 9.1 10.50 BY MANUF. 313 FUS�D �ISCOR�NECT 56.35 6.33 �RANE S7.fi7 10.5 WSHP E EXEiF0424 1330 0.24 0.50. 41.62 33.4 16.$ 34.13 5.3 91.43 460 3 9.8 11.3 BY MANi1F. 313 FUSED DISCONNECT 5S.Q3 9A5 iRA3JE 57.95 12.0 WSHP F 1520 D.276 0.50 4fi.99 37.70 16.1 37.7i 5.3 90.66 480 3 10.5 �2.03 BY MANUF, 3fi6 FUSE� DISCONNECT EXHF0484 56.�7 9.45 iRANE . . , 56.46 �5.0 WSMP G 1700 0.321 0.50 58.74 MF.93 15.D 49.Q0 4.90 94.32 484 3 14.7 i6.65 8Y MANUF. 366 FUSE� DISCONNECT EXHF06�4 54.85 8.28 N07E5 ANO REQUIRED ACCESSORIES 1. MULTI-DENSI�fI' STEEL LAMINATE COMPRESSQR 'MA55' BASE PLATE AN� LAMINATE �1NED COh�PRE550R B�ANKET. {TO SUPPRESS COh�PRESSOR NOISE} 2. FOIL FACED [NSULAiION. 3. NiE�V 8 FILTERS. 4. COOLJiJG CAPACITIES SHALL BE BASEO ON EWT OF 87'F, AND E�T OT 74' OB / 50% RH. 5. HEATING CAPACETI�S SHAl1 BE BASED ON �Wi OF 32F, A3V4 E�T OT 70.0' DB / 59.0' 4VB EAT. . 6. ECh� MQTORS. 7. CUPRO-NICKEI. HEAT �XCHANGER, EiNYLENE ALCOHOL. 8. INSULATED HEAT EXCHANGER, WATER LINES AND REFRIGERANT 51JC110N LINES. 9. REFRIGERANT SHALL BE R-41�A AND iHE CMARGE SHALL NOT EXC��� 1.98 LB5/70N. 10.1NTERNAL CONDENSER WATER 50LENplQ VALVE. 1�. �IICROPROCE550R-BASE� CONTROLLER W1TH aPEN COMMUR'ICATIOiV PROTOCOL. 12. FAUL�ISTAGE, AUTD-CHANG�OV�R, ELECTRONIC �IGITAL THER�IOSTAT. 13. FLEXlBLE STAINLESS SiEEL HOSES WIFIi STRAINER AN� MANUAL BALANCING VALVE. :.�.:.,��.���. �-w � L - - �_-- :� �.�� - �,���-.�-K�:�.,��..--,�_�.� t, � EXPANSf4N TANK SCHED[JLE � :� �� � 11N1T AIfWUFACiUFiER SYSi�AI Fi�SS. SYSTE�I 7E�IP. TIWK D1kfEN510NS �.� � LQCAiION NAkIE dc CRPAqTY AC�IES � � NEfNiBER �tIN. MAX. �{IN: MAX. DIRM. HT. W% r k[O�Ei. PStG PSIG. IN. fN. 1.65 � << ;, :a f �3 �i�a� (cn�..) :; _ �� `� MECHANICAL EXPAiJ510N S&G :� " E7-] 14.5 35 40 104 24 51 92$ . � ROOM TANK-1 8-300 � � 79 AC(�PTMiCE (GAl..) - ,� :� , 'u ��'a_w.'n�..-r.y".�'1 T�.t�lY�c'J:21t'FS3L�.:1't:: l'.i'��Y:,\:::il�"'3 �' __L..ZLY .��^?E:��-._��'__�__....,...,5.''. 5+�+'x:a�I �✓'145`33=:�G: ::S"4^.C�,%Y.' ':F.�"^w -"� ' �.ti_ ^`� Y..^': :�SS,_'S}� ""'='^".'_��^'.^"^.�:0.Li:S'�.1T:f.K� Y14."4..�..�.`l:S..^'�^t"h":n..�....=`YiaY:i'12J BYPASS BALL VA�VE UNfO�+ ('iYP.) PRESSURE GAUGE P � i/2" SfiUi-OFF� 1" VALVE (TYP.} ECCENTRIC CONCENTRfC REDUCER �INCREASEf� � SHUT-OFF VALVE �HpSE END � SHUT OFF VALVE FR0�1 BOAR�7 OF HEALTH AN� CAP CONiJEC110N, REFER TO STRAII�ER AUTOMATIC WATER PLUMBING �RAWINGS. BALL VALVE MAKE-UP VALVE FLOW � NO�E MOUN7 SHOT FEEDER ON NEAREST WALL OR COLUMN. S��T-oFF7 � T� VALVE � � FLOW SHOT 2 GALLOIJ CAPAC[TY FEE�ER �SHUi--OFF BALL VALVE, FULL SIZE aF OUTLET f!N[0�! SHUT-OFF VALVE TERMfNATE OVER OPEN SITE �RAIN AUT�MATIC MAKEUP IIVATER PIPING CHE��CAL SHaT FEEDER PIPiNG DETAIL D DETA�L E NO SCALE ND SCALE CONDENSER WA7ER PIP� 1N5U�Al10N 2.7° MA �]50LB WELD-IN FLANGE APPROX. 8" ` E� �OW CONTROL DEVICE � � SHl1T-OFF VALVE APPROX 8" , , � 150LB RETURN F�At�GE � � � ' � � BY�6THER�OP PIPE � � � � `� GR�UND L��P PIPE TD BUILDING PIPE C�NNECTI4N DETAIL K NO SCALE �� �� � r r' � s t . ��� ��' ���� �.S e e l4ECk[�TECILIR� � IMERIOR DESiGK aers���s�ns - e�,e.�.��.�. Mchc3I7t4lTi0� • fia3I7.574A1Sf - oiacat gi u� an nroa.ai. K ep a� nr�r�f CIRCLE �ESIGH GRQUP, INC. 5510 S. fAST STRF�T SUITE F INDViNpPOL15, INdIANi4 46227 (3v) �a�-ezoo FIA1K ROBFRTS & PETRI� INC. Consul�ing En�Fnaars FIHK ROBERS & PERTIE, INC. 4490 VINCFNNE5 d12CLE, SUffE 300 �r�wuwous, i�owwti a6z�s (317} 872-8400 �� AMERICAN � ��i�R�QNi�� ■ AMERICAN S�RUCNREROINT, INC. 72fi0 SHMFlhtVO SfAl10N iHowr�tis, iaavau, aszss (3n) sa7-ssea PROJECT: 17' �; � .. �. ...: . . • ;::_;�:.. s ;...';: � .. �. . �. � "` � � � SCGPE DRAWINGS: Zhese drawings indicate the gencral scapc ot 1ha prajsct in terms of ar�hiteetural design eoneept, 1he dimensions of ihe buiiding, the major architeciurol elementr and ;he lype of structural, mechanical and alactricol syslems. 7ite drawings da not necessarily irsdicate or descri6e alE wark required Sar fuSE performonce ond campletian ot {he requirements of iha Canirac�t. On iha basis of ihe genaral seape indicated or dascribed, the trade wntroctors sholl tumish all ifems required tar ihe proper execution and completiort of !he wark. REVISlONS: �81� RAi'� tfRAYl�i BY Cf�GKED BY d$�27��g YAKaV KI�SIS KERRY �. SMIiH IiRAWING TITLE: SCHEDULES - IHVAC CERT[FIED BY: 1`\``,,1111111' !IIllll/��','i �`�������� S T �R�/Ty �'�. ' ��� N0. �°�" " = �:: sosso3o� ��� � p�., STAiE OF :' 4, � '�.� �`�+ ��ND I AN P.� '�\���. �����i�s���l� f ����`��� � DRAWING NU�BER RROJECT NU�ER 150�3 � � , u� 9N .6 BN 71V .4 6N 5N �`\�\ //'/� .. \` r � J' . / ,� � r^ _ T � _� ! ?� _'!� � =T= _ _—G .r' _� _ `� '��. L� I"I �I ' � I Ti � � �� � �i � i � ii � s � � II E EXISTING � II TENANT � � �° — — 11 II I � „ � � �� � � �� � � ° � „ „ � � � �� � ll � g I` I "� n I !� E7(I T]NG j� !1 EL�C. I�` I I �1 II I � �� �� � � If II I 10 � 5 �t ii i - - - - - - - - - - EI n u i �1 � _�= "-'_ � _ = *-= � _-�= 4N .5 � � —� — II — — � � II � 1 � �i � II 11 � y � rr ii �i � 1 F.5 :: — II — — — � J sJ i� II � i d � `� j,i �� I�i n � � I % ' b 1 ' `� �i �i +Csaa 2 , , , • ; •� - � � ' - u — ��..—�- ' — , � . � � ' fr �� � � ' ' .. . . C� � 7 0 ' ' .. I L� �� �� ��I � � i � ii � �� � � � i i ii � ,� ,,��; - - �„ Fk, � � � ♦♦ � � i � � i i i /� I+ il i � � �� � i � �i '`�I � 4 � � ii � i � �/ � Q � �������� / ii � � � t L, �4/� � � � i ii i j Q i� � �� � ° � � �I� � � � � ...�..'�"j� � � � i� � �// d — �� � �___= c= __ �o� , �=J � � „ , � , , „ # _ _ _ � Et � ` � . .. � � � � 0.5 — — � — 1 � // �� ` � / ff � � � I � � \` � c q 6 � � �� ,, ��� , � D � — — � =�i - - - - - _ - � \ � � 1 �� }�^'1 � ��� I '* � ' . , ' � � , � - m� ' u�; � � � Y i}/�iii � �i d�� . � . � J �� � II � ���i r'//7�/ � / c.6 �, — — �'' -. � j i �i�i�aiiiiiii� � / `\ \ ' � �. . .o. .. ....., , /, j �\ � � /1�/1/L/L// iJ.1� �� ., � � �_ � �-� °— , . � y\ / � ' � % �B — ---�.- � - - � = r — 3N 2N I 1N — � i� — � r --� ---}-- � a �r� � ---v �- � — _ � �� � !I — � � � � 1i 12 13 r : �i— � — � � � _ _ _ _ �_ _ _- _ _ = _ _ � — — � _ _ _ = I = _ _ _ _ � y _ �� �� � , � �� � W � � �i 3 �; �� �� . I I I h '' ' I� � � „ ii i 10 �� r,� f �I II '" — � � — � � 11 II � �� II � 11 II 3� �i � I I –� �. �. .�. � – � �.=. _.__- � – – � � � � � �.�.... �..� � � -- – � � –�� – � � � � 15 25 GENERAL NOTE: t. REMOVE ALL ABAN�ONED PIPING, HANGERS AND ASSQCIA�EQ ITEM COMPLETE. PLAN NOTES: O1 REMDVE ALL PLIi�lBING EQl11P�EENT, F�RE �RDTEC�ION AN� ASSOCIATED PIPIHG COMPLEZE WITHiN 7HIS AREA. OREMOVE Afl PLUf�BING FlXTURES, PLUMBIM1[G EQUIPM�NT, AND Afl AS50CIATED PIPING COMPLETE WlTHIN TWIS AR�R. OREMOVE EXiST1NG pOMES�iC WATER METER, 1RR[GAiION SYSTEM AND INCOMING 00�1�511C WAfER Sf1PPiY COMPLETE. OREMOVE LOOP PIP[NG COMP�iE. OREMOVE COLD WRTER HY€3RA�Vi COh�P�ETE. O6 EXIS�ING 11ENT THRU ROOF TO RE�IAIiV. OEXIS]1HG VENT TF[RU RODF TO BE A6ANDONED AN� CAP WATER i1GHT. OREhiDVE COLD VYATER PIPI�[G COH{PLEfE. O9 EXISTIHG 3° COL� WA�R MAIN TO REMAIiV. 10 EXISTING COLD W,4TER TO MYQRANT �AIH TO REMA[N. 11 E}(15�ING i 1/2' HYDRANT MA[N TO REMAlN. 12 REMOVE 3' CD�D WATER BACK TO A POINT. 13 REMOVE 1 1/2" COL� WAiER 9ACK TO A POINI: 35 .�5 45 5S fi5 .4 75 BS .6 95 ! � � � �\ /� \ I �/ . I �\ � I /, I . ` ` I � _ _ _ � L� T� T ��= I� '� ""'L� � _�_ �- =T'= �!� � K � 1 �� E! 't Il � � _ a L � � � L_ t { – �� � h ii r ° � -,� � � ! u _ � II � � _ I � _ _ � IF � _ _ � � F II �� — r. — fl: f— � � I � '� J� � � � � g �� � � � � { rr � �' ' � � � � � � ;� J' � � _ �f �} — — , — � � — .� .._. _..—v S f ,f - - � � � � �� ° � � � I � _ _ � I.� i i 5 � I! ii i 10 � P t � 'L J �t — — � --r- _ -� �I- - -1�- =-r =�_ -� -� - = �... �C M G � �i �� ii u �� u .. � 1 i � i � �II I� II il II y _ �_ E� � � `� II II II II II � � �,_ � � � � � — r —/' i� - � - � - , � _ - _l _f� � — - F.5 I� � � � � I� I � � ! � �� 'a � � �� �i �� � � � � � � 1 2 ,� . .. .� ii '� = _ �– II � �� –�— '� � � � — – � F �- - – — �, ' �� .. ,. " ,� � . � �� I, �„r_ ii � � �� � � �i �` � � ' ' � � ii \ \ % � ��� � i �al * J� I � ° � � � �a � % , � I I � ` �� • � �� \ \� � i I�� / i }�il I !t • �i I I v � � � ��� �� i �� J �i �� i �' i I� I �� � `V ���I� /�i��� � � i I� II �I �,� � � •`� � \ ;Tyi�ii i �i .,� C` � � � I Q ��." �` �� ti�/�i�� �^ I I � � � w� I � __��' -"� r E i II n \\ ` � � / � - !i L J \\ 5 � ., � _ � � >a � .. _ f� �i � .. u , ii ', i � -�5�- �.5 — � �- ` � � ' � �' _ - _ _ _ = J ir � �i �,{ ir �L �� 1 .. � o ,' � I � �u �i g u " �� �� ' f �� ir �v �� � � _ _ _ �� �� � � - , �� ,-Y– --r–= � �� " � � , p - - - _ - - ` �I= �j — i � _ %�1 fi,�(`�`�.. rr % � �! ��, , � , , ",{ ' ^��-�� <C � '� � ' II�j. �___J � �V � / / / /� /� I' �� � � 10 O'��`� /iiii%ff�� � `� q � _ - � � � c i i_i �� i � �s� � � � o �� �' ° - _ _ � f��'/r/T/��/-�� n �� - II � �j/ /� � � S�` li G.6 / i � iiiiii�ii� fi i 12 F � � j �iiiiiiii� i �� � � �� J II �� C� PI 13 �� �% C//J/J/1/1 i1,1/d o��,% o J �i " —� E� — — ' .` —� 13 , ' - - c r1 � - - - - - - - - - - - - - - - - - - - - � � � �� . �-_� � �� � � - - � - - � ` � , �� �I - - - - - - - - - - - - - - - - - - - \ _ � , � ` � y % G ' L �l � — `\ ` ^ r -- — B � � , .� _ � � � yl � \J � � _ � . , - � _ d 1 � � �� ,� ii ; i 9 •� • : �� �i u G ` ° �' ' � 10 � � � i � � . � � J 1 ° � � � � � IE I �t — — — — ----- — A4 F � _ _ _ � II � II I� � fi II 1I " � 1 L � i� �� �� _ �� rt� �. ��—�� � �t=. �._ � � —�� - �_ �� � ��. — — � �; ���'"�r �� �- �_ �� — � n 4VERALL DEMOLIT��N FL�4R PLAN - PLUMBING SCALE: 7 /16" = i'—a" �� ��� � ..,. � , �SO �.re��t�e�s ��rrEc�rnE • �e�ox n�rK �.���,�,.._ �,�.�� lduln 3I7.�2i110 - Ru3I7.5741l5T - �++++r � p tou7 ��nae� u� ae �qia w.w CIRCLE �kS1GN GROtiP, INC. 5550 S EASf SiREET Sl1RE F wn�o��s. e+ouuu � (a�� 7ss-r�oo fINlC ROBERTS & PETRI� IAIC. Cansu!ling �r�gfr�aars F[NK R�BERS & PERT[E, IHC. �a�w v�c�� a� sur� �no i�mr,vt�ad�. �i�mwu �z�a (3S7} 872-8500 �� Q � RMEBICAN - STRUCT�REPQ�NT �Hc � AMERICAN S7'iiUCTUREP0INT, [I�C. i rzBo sun�wo sr��ar 1NDUNIPOLIS. �IE�EAMA 46258 (J17) 547-5580 PROSECT: SCOPE DRA�lNNGS: These drowings indicate 1he general scape of the praject in tarms of architeciuruE design concept, the dimensions of fhe building, !he major crchitectural elemersLs and the type of sSructural, mechanicel and electricnf systertts. The drawings do not necessariry indicate or destri6e all wnrk required for full performonce and campleEon of the requirementr of th� Cantract On the basis of the general scope indicatad or described, Eha trode contrvctore sho11 fumish al] items requirad for the prape� eaecuGon ond comrletion of the wark. REVISIONS: � dA� �� $Y �i�� BY as�2��ts ��r x�s DR�►WIPtG TiTLE: UVE RALL oEn�o�iT�oN FLUOR PLAN - PLUMBING CER'i1F1ED BY: `````\����tutii� rrr►►������',, ;•�`��`.��Gi's"r'���!Ty',�. = ��� No. °�� � � -� : fi0880301 = p � SiAiE OF : �t� � . •�'•'•. • �. '�i �`f '��!D I Aty A: • ���� ��°% s%Nli�. �� �-`;�����. '�����11 ���� �,,, � DRAWiNG NIt�ER PROJ�CT NU�ER 15003 :y 2S 3S 3.5S 4S I I 5S 65 � 6.4S 7S 8S 8.6S 9S � J — G � I .J — F UNDERSLAB PLAN S4UTH - PLLIMBING SCALE: 3/32" = 1'-D" n �__.. �.,. �,. — A PLAN NOTES: O1 CONNECT TO IX151TNG SfWITARY f�AIN AT THIS POINT. O2 SAWCi1T CONCREfE SLAB AS REQUIRED TO ACCOM�[O�ATE NEW SAHITARY PIP[NG. PATCH FLOOR i0 MATC�1 EXI5T1iVG FlNISHES. OSAWC�IT LJ�Il7S FOR �EMOLJTION PFEA5�. O4 REFER i0 CIVIL DRAWINGS FOR CONi1NUATIOH. OCOOR�INATE LOCATtON OF FLOOR DRAI�VS 4NiH MECHANICAL EqU1PM�NT. �� � � � `` s � , � � � CS� Arc�itec�s ��n� • �avr�so� n�Gx �s�%�sn�aa,supc74r- m�.7t�,w�ia� s Mata3lTi4i7J0r - �3I7379mlFf - �»'+r* o�,���. w�� CIRCLE �ESIGN GROUP, IHC. 55i0 S. EIVi SEREEi SIHtE F WDUVi�I�VPi01.S� N[�tAN+S 46227 (317j 78t-6200 FINI'C ROBERTS & PETRI� fNC. ���� � Consulting �r�y7ir��a�r�x FINK ROBERS & PERTE�, IHC. �ow vo�c�a€6 aw�.�, surr� aoo ir�uJuao�s, u�w++► Ss2sa {3» art—esoo ■ ■ � �+.R�M��e�cnn �71RUCIu[i�rV� �� � AMERICAN STRUCT[iREp0it�li', INC. nsa �n srr�n� w�wna�s, � �c2ss (317j 547-5580 PROJ�CT: SCOPE DRAl14NNGS: These drawings indicota Ute general seape of iha pmject in terms of architeeWrnl dasign concept, the dfmarssions of the 6uilding, the major architactural eicments and ihe type of structurol, mechanica] and electrieal systems. 1Te tlrawings ao nat necessarily indiwte ar descri6e all work required far full performonce ond compleEon of ihe requiremenfs of fhe Cantract On tha basis af fha genernl swpa indicaied o� descri6sd, the trade contrnctors sholl fumish oll items required for tha proper execuUon and eompleEon of ihe wark. REdiS10NS: � DA'i'E II�11�1 BY CFEClCED BY 05/27/15 P� KLS DRAWiNG TITLE: UNDERSLAB PLA� SC�l1TH - PLUMBING CERTIFIED BY: `���1111l4f I I fl111����' ����```��� � s��'/`���i : ��; �G�51'�,�� I',y -� No. = � -� : 60880301: � = � p�: STATE � •�'.`'�`,� -' �� � •., : ` .�� �c•�; . /HD i AN A,.-� �� ��� ���''%,s��NA�. ���;.`��. rii� DRAWING NU�ER PROJ�CT NUAABER ��oo� � �� 9N .6 8�! 7N 6.4 I 6N 5N 4N .5 3N I � l-- — —�- — � 2N � F��sT FLooR �N 0.9S i S I 0 � PLAN N�RT�C - PLUIVIBING sc,�,��: ���z�. � �,_o,� �� -� � � PLAN N4TES: OCOHNECf VENT TO IXISTiNG V�Ni 7HRU ROOF. O2 3/4" COLD WATER D014�I f0 WALL HY€}RANT. PROVIQE LOCKABLE ACCESS PANEL F'OR SE{UTOFF VALVE. 3OCOOR�INATE LOCAI�ON OF FL00� DRA1N5 YYlTH 7HE MECHANiCAL EQUIPMEiVT. OCO�fNECT T4 EXiS11NG AT TH[5 PO[Ni. O3/4° COL� WATER �bWN TO HOSE BIBB. ��. � :� � �.,. � . CSO �.rehitec�s �[1L��T1� CiL1RE � IAITERIOR DESiC�+L sa��.cs�es,.�.sa�ma- �.�,��..�o Efa1a3I7.i4i.2ip- Fmc3I7.S7iAl5T • � m�m����� CIfiCLE bESIGH GRQUP, INC. SSID 5. El�ST SiFt�T SWIE F RID6FHtiPOLlS. AVEHAN�4 �8?27 (31� 781-6200 FI}If�C R�BERTS & PETRfE, WC. �� i i �� �lp, ���ip Cori�3ulting �nQfrfears FINK ROS�RS & PERTIE, ING. 4a~a vu�ar�s ar�e. wne aoo u�wiwo�s, n�wu �ass (at�} art-e�oo ■� � � STR �UCTUREPUNNT � ]NC � A�l�RICA�I STRUCTLtREF01N1', INC. rzso sww�o srxna� o�oursaPaus. n�au� �sass (s��} s�►�—sssa PROJECT: SCCPE DRAIMNGB: These drawings indiwie t8e genrral scope ot iha projact in tartns af architactural dcsign eoncept, the dimensions of iha 6uildirsg, tha maja� architeciuro] elements and 1ha typa of structural, rrsechanical end dectrical sysiems. iha drowings do not nacassarily indicate or descn3e all work required far fu11 perfortnonca and campieiian of ihe roquirem�ntr ot 1he ConSract On She bosis of the general scopa indicotad oc descri6ed, iha trade caniraciors shotl [umish all items required tor the prape� execukian and compleEon of She wark. REVISiONS: ---•— --.�..... _. .w.....r.. .. i as�xrits PT K�s CERTI�IED BY: `����� � t ti s i i r u r r►����i .�`������ �" S�/���'�. =�� ��'.�c.��s r�R�' Ty �' ' � N0. �� ' � -� � sos8o3o� � � � � p��. STAiE OF � c� � • •�` '•. • � ��i��F�,f ��!D I AN A,.��\`��� � '���,,!�NA� �:..�``. DRAWING NU�B£R . PROJECT ldl�k�ER 1500� t _ _ , � 1S i,''IBI�''i. ,, 2S I � � 3S 3.55 4S � � —� � I 5S 6S P�8 6.�-S 3S 8S I { 8.6S 9S P��,N n�oTEs: OCONNECT VENT TO EXI51]�IG VEN7 7HR� ROOF. 2�3/4" COLD WATER �OWN TO WALL Hl'�RAN�. PROV[�E LaCKABLE ACCESS PANEL FOR SHlJ7QFF VALVE. 3O CONNECT TO IXIST[NG AT THIS FO]NT. --- K — J � FlRST FLDQR P_LAN SOUTH - P�_UNiBIIVG �/� SCALE: 3/32,� — i,--Q�� � A.4 A �� � �� � r ..,. � � CSO �rc�itee�.s A1tQiT�'EClTFRE � INiER10R DE57Qd m.a�sr�s�sa,mernr- eo�.�s,�e�.e,.isz,o Mats3I7RRR7iM - iia327SIi�157 - o�_ m m77 GSo l�mesq tie A�pY IrrM1 CIRCLE D�SiGN GROLIP, lRC. SStO 5. FJ�57 SfREEf SUfEE F iN0Y1NAPOLIS. MD1AF1�1 S6P27 (317j 781-fi200 FINfC R4BERTS & PFTRI� fhlC. Consulting rEng►n�ers FtHK ROBERS 8� PEEiTIE, rrtc. �aw w�c�u�s c�, sur� aoo i�nwuPa.S, u� �szca (ssn art-a�ao ■� Q 0.ME&ICAN STRUGT�REPO��NT ■ AMERtCAH STR!lCTilHEP01H7', IHC. 7280 9iii➢F3AND SiA7i06[ MpNi4P�15.01d1NA �8256 (31� 547-5590 PROJECT: SCOPE �iAWiNG8: Titese d�awings indicate 1he general scope of ihe prpject in ierms of architacturat design concapt, the dimertsiona of tha 6uilding, the major architettural elementr ond 1ha type nf SUuetural, mechanical pnd efectricol sysiems. The drawing9 do not necessariFy indfcaie ar deseri6e all wark required far fu1[ perfortnence and campletian of the requireme�is of !he Contract On the bosis of the generol scope indicated or dascribed, fhe trade eontmctars shflll fumish oll items required foi the proper execution and campleGon of the woric. IS� DA'tE DRAMIA[ BY CI�C� BY �5/27/15 P� KLS DRAWIPiG TITLE: �{RST LOUR PLAIV S4UTH - PLUM�� NG CERTtF1ED BY: \``����t�tiini��i�������� _ .�`� ��� �' S�i/ ''�, ���`���•. .••�j 5 T E,Q ���f' �'. : : �ti N 0. `�o : � _ ��. 6DS803�1;� � p�;.: STAI� OF ::�c�,` �i� FJ+ •!y4 I A� 4;: � �� `O� �''��.,s��IV A� ���.``�. �, n u�►wnN� �au�eR ' PROJECT NtJ�ER 15003 ; � ;. . ;. �� 3�i � � / � 1 1 /2"•-� �� ` / /` � 3A�c}� � / � I / � �2e \ �2e � / / c�r� 1 �7� � 2' � \ � / /� � P-10 I � � � � � � _ . �. I _ c�--1 1/2' � �2 � � �` � I . �/ � � P=� � . � �3� WCO 11/2° ml l/2� , I 1 1�Y I -�5 � 3"� � `}'r� ��2' I � 2� � � 2� . I . 1,�z� � � _ � � � . . 2a Za I � I , �� �/2� � I ��. 2e I I 3" �� 3„ ztl� I 2"FD-7 I P_1 4 I � _, o� � � I �- P_1 I 4°� � 4• / � Fl.OQR PENETRATION . � I�� f�- 4 -�i � P=2�I (TYPICAL) � f P=2 4� C� � p2 �-1 •2 Fb-1 2„ ' �-4� 2 �.--� ��2' � ,]� 2"�p...� � �. � zn "2 5D-1 3° �3° Q(IS1iNG 4" WASTE MAfN 2" p2q�_, 2" ..A I p z' �oRTH R�sTRoonn WASTE AND VENT [SOMETR[C DIAGRAM A NO SCAl.� 3 � /� � � I I 1 1 /21 �� 3"� /, j ^L F �_x r� V\ I � �� ,,2- ��° � T P-10 � � I p-5 c�.-i 1/� �2 I P=5 I � I i 1/2 i ���2r i 1/2" 2° tl P�5 � I � � 2p 1 1/2° I 3"� � 2" 21 r I � , � � � �a� 3� � 2� b I � ¢' ':, �� _ ( 1 2' CI3�- 2" P�3 P�I —I 4. 2`FQ-t 4° �P=1 I 4a f�� v � 4- � P=2 ����� � � 2"FD-1 p=2 '�p �WCO 2 FLOOR PEHEiRATION (TYPICAL) SDUTH R�.STR�OM WASTE AND VENT IS4n/[ET'RIC DIAGRAIVI C i�0 SCAL� TO ARRESTER � P--4 P-3 P_1 F_1 p�, P=1 P-1 P-t 3/4' 3/4" 1" 1° 3" i" 1" 1° 2" HEADER TO EXISTI�EG ROOF IX. 3" C0� WAT�R MAIN � 3� � 2 1/2' �0 SHOWERS-� � CE1LiNG P�5 P=5 P=� P-9 P=5 _ 3��p _ P=9 3/4' � 3�4r 2" FiEA�ER NORTH �ESTRoann HOT AN D C4LD WAT'�R PI PI NG DIAGRAM B HQ SCALE ARRESTER � P=3 P=4 P=5 P=5 P_1 P=1 P=1 P_1 P�1 P=1 3/4' 3/4" 3/4° _ la �e �a �p �A �tl 2" HEADER � FlNISHED FLOOR CONNECT TO EXISIING R00� IX. 3" COLD WATER MAIN �— 3/4" C�IIJNG � ' � 2A 3/4° I P�5 j P=10 P�5 1---� �3/4°� � �2. HEADER S�UT'H RESTR40M HOT AND COLD WATER PIP[NG DIAGRAM D N4 SCALE FlNISHED FLOOR ��:���:r: ..,. � � CSC) �re�itee�s AR[�TFX.IZJRE � INITERIOR UE9GS�S �eaali�R�+rc+.snderzfs- �[,�fira�i� Ma[a3I7i3t7�i- �3I7_574il57 - ��� . Q 1CDT G90 NrWv► ht N�Y irrl CIRCLE DESIGH GROUP: IHC. 5510 S FASi 511�Eii 5UICE F BdE)GNAFOlS. M�IAHIV 4H7I1 {a��} �et-szoo FI1VK ROBFRTS & PETRI� INC. Cor-��u1'tlrag �'nglr-iaars FIHK ROBER5 & PBRTIE� IHC. saa vu�� a�cxF, sv� aoo umu�aPas. ir�w� aszr,a {a» an-s400 ■� Q AMERICAN�q' ��/ii i Y���� INC ■ AI��RICAH STR[�GTU�tEPOINT� IHC. � �� ��� �� � {s�n s�c7-ssaa PROJ�CT: scoPE ru�av�n�Gs: lTrese drawings indicate the general s�opt at 1he projeet in tertns a[ architectural design concepk �e dimensions of iha buifding, the major architeciural elements and !he typa of struttural, mechenital and eleetrital sysfems. The drawings do not neoessarily irsdicate or describe al] work required for futl performance and campieiia� oF ihe requirements ot 1he ContraeL On She 6asis of ihe generol scops indicated ar described, ihe trade canlr�ctors sholl tumish all items reguSred for iha proper execution and compleGan of She wark. REV1810N8: l8Sl� D11TE �iAY�141 BY CEECIKED BY 05/27/15 PJT KLS DRA�G TlTl.E: DIAGRAMS PLUMBING CERTIFIED BY: `\````��� 11 I! S� I I f r 1 r I����,/'i J`� ��`� I.� S'/i/ ���i ',�``�G�SrE,��ry,' = N o. = � -� = 6D880301=� � � p'• STA1E � .'c� � I % '� �'••. / ' � �: .� F •. Np ! AN ,A,.•� �\ �• !� ��'''�f;,�dNAI ��;��``��� ' i r�� V � DRAWING INU�ER �C�LT ����R1 , 15��3 � �f 0.9S � S � 2S 3S .5S 4S 0 5S �S � C 6.45 7S 8S {sou�i sioEj�zss�� �s.�. � Fl RST FL04R � ,� 8.65 9S I H — G �.J — � �- — A. 4 PLAN S4UT�[ - FIRE PR4T�CT�4N � SCALE: 3/�2" = 1 �-0" A F�C FIRE DEPAf�iMENT SEAMESE CONNECT10M1f FI�E]SH GRAQE 2' X 2' X 2' CONCRE7E AROUN� PU�IPER CONNEC710N � \%//\\j/\ a • � , • 6 +, � Q • \\%�\\ \\/\\\/\ d • , • � � \\\/\\ Z ��//����� � � •• a • • •° r %\�%���+ � �/�\�/�\ /�\��\��\\� `��\��\��\�/�\�/` tn ��/.��/.\�/.��/.��/.�f . /,��/.��/.��/.��/.� � �� � e . • t CONCREfE THRUST �//\ , , , ° BLOCK \�� . � ` ' ��j/�d . !\��\�\�\ �\�\�\1\��\� \� DRAlN g�n TONE \�/�\�/�\�//\� �/�\�/�\�/�\�/�\�/�\�/�\�j �\��\��\ \\�\��\��\��\��\`���. �/��f �/���/,\/�/.\/�/.\/��\///•`//, CONCREiE SUPPORT BLOCK �Q�: PROVI�E RODQING ANp/OR THRUST BLOCKS FOR MECHANICAL JOIiVT PIPE AS REQUIRED $Y LOCAL AUTHOR[TY. FIRE DEPARTMENT CONNECTI4N DETAIL A NO SCALE IiVDICA3II�G TYPE SPRINKLER ZONE CONTRQL VALVE WITH SUPERVISQRY 5Wi1'CN PRE55URE GAUGE � 1� 11 ��. �WAiERFLOW 5WiTCH C� TO AUTOMATIC SPRiNKLER SYSiEM � PRESSURE GAUGE /11� SIGHT GlASS L,J � 0 1" IiVSPECi'ORS TEST DRAlN � 7E57 AND DRA1N VALVE A5S�MBLY AUTOMAT[C SPR[NKLER ZONE C�NTRUL VALVE ASSEMBLY DETAIL B NO SCALE EXTERIOR WALL PIPE 5LE�1lE AEITOMATIC SPRINitLER SEAL WEATHER i1GHT DRAIN !!NE }IiREAflED OUTLEi 2' 45' GALVANIZED ELBOW CONCRETE SPUISH BLOCK 18" RBOVE FlNISHED FLDOR FlNISHEO GRADE ; \\�\��\\�\\��,. ' : . �\\�\\ \\�\\� , ��/��/�/�1`�/\/, ' ° ' �//`//� ,/i �/j�/j\�/j�`/j� • �/i\�� ESCIiTCHEOH PLATE /\�/��/��� . \�/�������/ ��� / AUTUMATIC SPRINKLER DRAIN DETAIL C� NO SCALE ONE CONiR4L VALVE WITH TAMPER SW[TC�i (iYPICAL) FLOW SWlTCW (TYPICAL} 0 4" OfJT TO ZdNE 1(NORTf� SIaE). C0�[NECT TO EXI511NG 5PRINKLER * SYSTEM ON THE NORTH SfDE. EXfST1NG FLANGE TO RE�fAIN �4„ 4UT TD ZO�fE 2 (SOIJTH 51DE). CONNECT TO EXISTING SPRIiVKLER SYSTEM ON TH� SOUTH SlDE � 6� �� SHUT OFF VALVE � WI7H 7AMPER SWITCH � � DCV-1 FIRE PROTECTION DETECTOR CHECK VALVE 3 � SHUT QF� VALVE W1TH TAMPER SWIiCH �XIS7lNG �'INISH FLOOR _- EX1S�iiVG 6� INCOMING FIRE PROTECiION FIRE PRaTECT14N RISER DETAIL D NO SCALE PLAN N4TES: O1 �XTII�[ti EX[5T1NG BRANCHES INTO AQDIiION AN� ADD SPRINKLER HEADS AS REQUIRED PER NFPA. O2 REVISE SPRINKLER HEAD EAYOUT, BRANCH PIPI�IG AND MAINS AS REQUIRED FOR NEW ARCMITECiURAL, ELECTRICAL AN� MVAC LAYOUiS. 3O REI�OVE �XfS11NG WAfl MOUNTED FDC AND RSSOCIATED PIPING BACK TO MA�N AN6 CAP. O4 CONNECT TO IXISiING 4' FlRE Pi�OiECTIbN SYSTEM FOR 50UT}i 51QE. � i i �� � ..� �' � w . � i L � CSC) �.rehi�ee�s 1[RC]i3iECTtSRE ` lIRiER10R DESiGN nos.rsi�see�s.s�rTa- �uS�o�,�iG��S4a Efale 317FfZ7� - :inc3l7.Sli�lS7 - ^�^^ �* o � � � �. ,. ,aw.�.d CIi�CLE ��StGH GROUP, IRC. 5550 S. FJST SIRE�f SIAiE F WDwA1POl15. PiUTANJI 46227 (J17) 781-6200 �r Roe�rs � p,ErR�F �Nc. C4+7�tu!'�i1'7� �ragfr7B9rs FINK ROS�RS 8 PERT[E, [HC. �WO VP7CERFi6 f�FiCLE, SU[IE 300 R�.iVtUP�L15� A�IAlLI d6268 {317} 872-9l00 �� . O AME$]CAN ��, Y�� I� � � Ah4�RICAN STRUCTUREPOINT, INC. 71b0 SFfA�fUVi1D STATION 9Iit�N�POL15� �IdMU1 <G156 (317) 547-558� PROJ�CT; j SCOP� DRA►AfIPIG$: � These drawings indicate the gennral seope af the pmject � in terms of orchEtectural deyign concepl, the dimensians of �!he building, the major architectural efements and iha typa ; oi stnscfural, mechan�cal and electrical systems. The drowings do not necessarily indicata ar descrihe all wnrk required for full performance and campleGon of !he requirements of the Contract On the 6asie of the genero[ 5cope indieated or descn'6ed, !he trade contrvctors shoil fumish otl items required tor the pmper exrcuiian ond compleGon of the wark. REViB[OPIS: ISSI� DAiE DRA�! BY C�CXED BY 0�/27/15 p� KLS � DRAWING TtTi.E: F [ RST F�ooR P�A� souT� - FIRE PROT�cTioN CERTiF[ED BY: ``����tititii �ii�r������� ,�`�'���`���G� r�R���'y''�,. � . �e, ee` •. . � '� No. o: � � -� = 6088030� : �� � p': 5TAiE �' :'� � % '� �'••. / A ' � : �. Ff ••!�!D I AN. • � �� �. ���'��r���dNAL � ����`���` !1 itll DRAIMNG WU1�18ER - pRo,��cr Hu�ER , i5403 .,'t � ' � �,:_.:,..__ . l ; � PR�PERTIE i ��NERA� NOT�s: 1. PANELBOARb SCHEDULES SWALL 9E COPiE� BY OWNER pRIOR TO 6EGINNING OF WORK. CONTRACTOR SHALL RETYP� SCHE�ULES IN�[CAi]I�G / � / C C / / / / / / � � / /-��- ALL REMA}N1NG AND NEW CIRCIJIjS C01�NEC�ED. �� �F����C�S � �� � � > > > C ���.,�o�� --�—�, � � i � � . �.���.��._ ��..,� 'HT' '2B' '2Bl' �2A� �2B2' �'siz�`'nw - �srrst�st - �`"�'� — --- - o �, � � k. p �m. x«�.� 'I�Pi' 'lA� '2g' 'i�' ��P 1 �/�11 V � O 1 � V . T '2C' '� p LIGHTING COi�TROL O I 'iC' TIMECLOCKS AND � O PHOTaCEf1 CONTRO O1 UNLESS OTHERWISE NOTED, ALL ELEC7RICAL L�GHiING, D�VICES, CQNDUIT 12 4 'MRP2' '1�DP1' S ANQ WIRE SiiA�.L BE REMOVED WITHIN BUIL�[NG BACK TO EQUIPMENT IN .�� LIGHTI�fG CONTROL ��_�� ELECTRiCAL �OOM. ALL ELECTRICAL IS NOT SWOWrl. T[h�ECLOCKS AN� O2 HEAT PUI�PS AiVD OT�iER MECHANiCAL EQUIPMENi SHOWN FOR SENIiROL PANEL PHOTOCELL CaI�TROL REFERENCE. ALL ASSOCIATED ELECTRICAL QEVICES, CaNDUIT ANa WIRE C1RC�EoDESsIG� RO�P, INC. 200A 480V SHALL BE REMOVED. {TYPfCAi.) iH°'�°us. iN°°nr�^ 4szz� � 6 '2H' (a��} �a�-szoa FOR AT&T ,�H, SPACE WITH .� 3O MECMANICAL E�UiPMENi ROOM. ALL ASSOCIATED EI.ECTRICAL �EVICES, F/AlK ROBERTS � P�TRIE, fNC. .� SUBM�TER CONDUIT ANd WIRE SHALL 8E REMOVED. TELEPHONE � 4O PANEL '�IDP2' SHALL REMAIN AND BE RE-FED BY NEW SERVICE BOAR� TELEPHOI�E CON�UCi0R5 FROM NEW SERVICE DISCQNNECi. AFl€R NEW SERVICE C¢r,s,�(#;r-,�r �r-,g�r,�B.-s �COMh[lfNICATIQHS 80AR4 N[i-SE-Ct1RIT�`— CONDUCTOR5 ARE READY TO BE CON�IECTEp, EXIST[NG UNDERGROUND FIi�K ROBERS & PERiIE, 1t�C. EQUIPMEHT SERVICE CONDUCTOR5 5HALl BE REh�OVED. auao vwcQ,�u�s aRc�, surr� 300 COMMUNICAl1flKS � iHov�ous, :Nowu 4ezsa AND SECf1RiTY O PANEL '�,DP1' SHALL REMAII�. (3i�) s�2-e+ao EqUIP�iENT OAT&T TENA�ET SHALL REMAIiJ WITH A!Z SERVICES TO ROOM EXCEPi Q ]IMEQICAN �URING CUT-OVER �F SERVICE TO �ESCONNEC7 SWITCH TD NORiH ��'��EPQM� ELECTR�CAL ROOM. CUT-OVEft Ol1TAGE SHALL BE SCWE�ULED WI7H � �N� OWNER AfVD TENANT PRIOR TO BEGINNfNG WORK. � O7 UNLESS OTFiERWISE NOTED EQUiPMENT EN THIS ROOM SHALL REMAIN WITH AMERICAN 5TRilCTU�EPDINT, INC. FEEDERS, CON�UIT AN� WIRE INTERCOKNECTiNG PANELS, TRANSFORMER 7260 �°°^N° �^�0'� lNDIAtU4P01J5, IN�IMIA A6256 � AN� OTHER EQUIPMEhIT IN THfS ROOM. BRAR�CH WIRING TO DEVICES (an) sa�-sseo- OUTSIDE OF T�IIS ROpM MADE OBSOLEiE SHALL BE REMOVED Wli}i CONDUIT TO PANEL f�GHT1NG FIXTURES AND F1RE ALARM �EVICES [N `� � 1— E N LA R G E D N � RT H E L E C T R� CA L R 0 4 M 2— E N LA R G E D S U U T H E L E C T R I CA L R 4 4 M �IS ROOM SHALL BE REMOVED. LIGHTING CIRCU]T, BACKBOX AND PROJECT: �� CONDUIT SHALL REMAIN AND SE RECONI�ECTED TO NEW UGHT FIXTUR�S. �� � SCALE: � �4" = 1 �-Q" SCAL�: i /4" _ �'-0" O EMA NEA �€A NiAliVEO �RATEO�ET ROUGH CON51Rt]CTIONEXIS�ING i0 O9 MECHAN]CAL EQUIFMENT IiV TH15 ROOM SHALL BE MAINTAINED €]NT]L NEW MECHANiCAL EQUIPMENT WHICH SERVES AT&�f TENANT SPACE IS bPE�iAl10NAL, THEN ERUIPI�ENT IiJ TH1S ROOM SHALL BE REMDVED W[TH � Ai.l. ELECTRICAL EQUIPNiENT, CONDU]T AI�D WIftE. � 10 TIMECLOCKS AND �HOTCELL CONTROL 5WALL REMAIN. � 1'! EXIS71iVG F[RE ALARM CQNTROL PANEL WITH �EVICES, CO�IDUIT, � BACKBOX�5 ANQ WIRE SHALL BE REMOVE� AFTER NEW FIRE ALARM PANEL AND �EVICES ARE flPERATIONAL 12 EXISTI�lG 2�OA SWITCH IN SWIFCHBOAR� FOR 'BO€LER' SHAL€. BE RE�IOVED �t�� AND REPLACED WITH NEW 254A/3P CiRCUIi BREAK�R FOR NEW B41LER. 1o8m� � 1� OUT5IDE AfR UNIT IS LOCATED Qi� ROOF A�'D SHALL BE REMOVED. � � 9N .fi 8N 7N .4 fiN 5N AN .5 3N 2N iN f5 25 3S .5 45 5S fiS .4 7S BS .6 95 � � � � � � � � � � � � � � V ♦ i � �� �i � ♦ i �� �� • �i . . � �♦ r� � �l � � , � � . ��\ r,�. // �'�� � . . . � In _ -r- — -�- �� -�- _ �t+� � -,� _' _� _ — �a� — — — — — —'_' — — —rc �_ `� �r_ �_� � �t- _ n _ -=r-_ �- =--r- _' _ � � . ' � . �' — il �.�� . - . � . . � il . . . � • . � �I I I� . I II � FI y � �� �I � � II 1 � q �� � WSHA-31 Og i� `�-.-_ .-' ` �' � _ �' APPROX€MA LOCAl1DN O � �II � � i i`a � � _ �� � OF EXI5i1NG }�EAT PUt�P 2 ti � � O WSHP-Ot � ii O6 i � u zi AB4VE CEfLI G(TYPICAL) � � I� - � � " �� EXISTING i � _ _ � � tl WSNP-b1 � _ _ -� _ _ _ _ � - � �o � I[ '_ T I — — — — -- — — — � I — - �t I r, � � �: I� __�_ JL _ ws€��r� H I� � � f� -�NANT � I I I � I �� ��, I I I� �, 1 p SPACE i i - !I �� '� � _ _ � ;� SCGPE DRAVVINGSi y,�Hp_2g O � rr � ihese drawings indicote !he genrral scope af the projctt jJ �I � � � io terms at arch�taMural desPgn concspt, the dimensions of G_ i l` n �I �'` �I � O � the 6uilding, the mejor architaciural elam� and tha type j�, S! of stsuctural, mechanvca4 asld e4ectrical ems_ i� I u� - 3 'ihe draNings do noi necessarily indicata or dascribe all #� �` � l� - lj _ �i WSHP- D � work required for full periormonce ond compleGon of the wsHP—a2 r � requiremants af the Contract < I� � p . � � �� � ���P-�2 I On the bosis of tha general scope indicated or descn'bed, + � H . _ � _ _ _ _ _ _ _ � ihe lrads cont�octors sholl fumisA oll items required for the j I� � � H praper execution and campleGon of tha wark. EXI 7� ' J3 II . C. I' I 1� _ _ � � Ij I! � �; 'i - ,� REVISI�NS: �� I ii �� EXISTfl�6 �ISCOI�NECT ANI1 � � � � ( � I ;� +, IE II � iRANSFORkIER FOR AT&T i� I I � �__ � i i �� iENANT SPACE SHALL RE�IAIN - - - - - _WSHP-03 � it ii � � i� - - - - - - - -- -- - �� ii � i � i i I� � WSMP� P � WSHP-03 ,` it . ii WSHP-28 � ri ,� � � . � �I � II T' T =t� �3� _ � Y~ T =T T= � _ _ - _ �f = _ _ T' =--C= _ _ T �f =' �. T _ II _ Ci - - �I II ` "�LI1Jf1 ^ 1 WSHP-04 i � E� n 4Y5MP-28 � ' ii 3i ii �i �ti � I�--i � � W5HP�04 `� 1 11 F1RE ALAR�[ � �� I � � 13 ii � iF `, C0�'TROL PA�f `� �� WSHP-.. ii ii ii i� y �_�_� �, � � 1� �� 1N5HP-�? If II � �I II II li �/ � � � � � . � F.5 — � II — -�----�- f � — — — � r — /' � " Z =' a� - � - - � �� �� .. ._. I /� WSHP-24 � /� — —f� F.5 �� ll �� r �� ( /h � i ` � � � � ! � � � y � _�. a � �^ If = _ � � I �� II � ' p Ht— vvo , � , � �-'� �CON7ROL PANE� 11 I � � .d ` �uWSHP-24 ��P�25 ��� � u I � I I 4�.� �i iE , � � ��G \ � � � �� .� ii I� �` _ _ ;t Ih iF I �o!�,I � - - - - - � — — � - - _ _ � — .. ,� p i I„�} n F— — - - - - — � - P�� P_2 � � � �� \ � " �� P-2 � �—� ' � ..j— � �#�I WSHP 0� rr � v ra ��� 4/� / � �i I � �� ", d � ��7n 7'� J� �� WSHP-05 I I 1� LL � , � � � ii � � �� � � � �Otl� l � f� � i � � 4 � � ii `' � � � i i/ +I �—t�� V i C%.I � i i � 1 � �i � �� WSHP-27 � i��� B-1 �—� �� J� � rl �� � ( 9 j �� � � ��} WSHP--27 � � � �� � II II l/W541P-2i \` .� •�� ��� ���j � � �^�� 3� �� � � �� � � i � � �� � i �I � � � � � p WSHP 21 = � � � \ � � �F�L%9/ � �'y a �� �i i _ �� I-� � �/ HP C � . � � � LI—I \ � ,�J � i i �i �]� � � �� � � � � ♦ �\ � � � i � � � I � � n -iJ Q � � �� � �--f, J � G / � ii „ yl �� � � HP-2U• A � � �y!�H- � � � � �` ��I `t j �� \ �j� �]� i � � o WSHP-20 � �I � � Z.� � iy i i � I � WSHP-7? \ � �JJL,�/��� WSHP-26 � r , i / �� I ,� �t \ �� �� I � WSHP-26� ��/�i�i �^ f .�l � I � E � — % � �--- \ � � —� � , �` r �� �� + 1 — � � — — — —�r— �� --� �--- � F j� � � _ � � _ _ J�1 Q � � _ J / / �� I � � J \\ �� ` � - 'J E,1 i % / � `LJ\� � EF-i r � � �� � WSHP-07 WSHP-O6 �a i � WSHF-Q& WSHP-07 � � � �� � _ � � � " 11 r �I II i ��— � i i �� II � � � i i �� - ll — � — ` � � � �JL — � � �� � D.5 \ �i — � — — � . � � � // � � � � � ir e �� � � , � p � � ff � � IL � �i� _" 1 ii � � � � I � �� \ � � II � � I` � II � ' II � II �� �� � i�/ � `' �. � WSHP-?? 'I 4RSHP-?? „ �v � ` _ _ _ `•, n � � `� 4YSHP-23 � ii u WSHP- � o � '� i� n 1$St� DATE t�fiAl�i BY GFEC1�D BY , � 1 I .. — — � � , �. u - - _ - �- --,- -r— � - _ �= — --� — �i �- — --�- =�- � =� _ -�- -_- _ - - _ - - � — � p � � WSHP-08 � L s,�� �T- �' — '� � �—WSHP- � � KIM WlLLIAMS JERRY7RAVIS �' � � � � � . , � j � �'�B��S��3��3'��,� �� � �� �3 �� , ������'T'�3� � " � 3 OU7SIDE AIR UNIT [� � � �� � u ,'� � �� u I 05/27/i5 " 13 011 SIDE AIR UNIT �� � i � � i � � � � � � � I II �i II I� II 2 � � � � � �i �� � ��" � �___� " � O �� � O �l i.�j �i .++� �� ED201 I II li II ��24� �.�.r /.c.��s � � � �� �� � _ _ � � CR�►V�NG T�TL.E: � � �� EF=2 % /!�G��/_ �� _ /L///�/ ! EF�2 J � � t - II T' T��/ r//7%?�'/T/T/J�I i� 1��� II il _ � � � - _ �J ���1 ♦L� P�/f/T/T/�/�/�i �� _ _ = II C.6 � � — i � � i � � � � — — — / i� � ' — C.6 ��///�'//!/iii i/ I ! � � � S�` II �� ��,,,,,,,,,,,,, ; ,, ' ��,, � � � � �� � , , ;,;;;„' ;'; � ' �. �� �� �.� OVE RALL � ♦ , � �s 'I �/1�lL/L/L// �J,�/ �� � WSHR-?? i� � . +I 1NSHF-1 WSliP-2 WSFiP-?? � �'r Cii�i�i1i1�1�1� �` 11 ° u il ♦ � � , _ _ � _ � � � wSHP-20 �HP—,9 �;- �. � _ � _._ DENIOLITI�N � � .� _ �.�c. ._.... � .� -- `` � i. � � � 1 � _ _ _ � _ _ - - _ _ _ _ _ =� _ _ - _ _ _ _ _ = I i � � ._ _. � _ - - - - - _ _ - - - _ _ _� _ � LJ � � � �"C \\ � � cJl l � / f ""_'� _ � �-a-� = � �� � i�l �� � � � � � — L—h L� — — — — — — — � � WSHP-10 ` � y . _ � ———�' ��- —___—____— ——��_————___ � � �l� � , ��� ' J' , ' FLOORPLAN�- ,� a — — - � _ — ,�� _ �— — _ — — � — — � — „� ,- � _ ' — — � ELECTRICAL o � � u u � , , � � � � , �� r \ �J � � I� II �1 \ � ♦ i � / �� � � �� � � �I - Y � �� i�V �� HP-1l WSNP-12 �n _�� � II � � � � � � � �� �W� WSHP--1� ` � � � �� i �� . � WS U WSHP . WSH W5HP i7 WSHP-18 � J G � WSH?-18 WSFlP-17 WSHP . WSH€' .? � o � SJ�HP �1 l � i . � u � i . �/ JJ i EE � }i ii � � \ � /' y � � � �� o � � o � �-_� � , C�1�'flF1�D BY u � A4 — � � J — � � — .�.�. — — - - _ � � �' �� u � � � _ _ � �t �� ````����►ti►ui�irrr�������� .� `i L%S % � � I� �� � � II u � �•`\` ���G� S r�' �/�• ,i���i � � u �� � � ,� �E y ,�. �, RF-.y � o � �� � � �� = � � No. °'.. � ,� �� � � �� ,t _ � � — -� ��;- � `��- -�..� -.�� �—� � � � � � :..��� - -s- - ��-�a,- ��� � .�— � � �.-.—� -�j ��- ���..� —�.��. ��.� ---�—�-�� �.�- ` � � � �— � --- -�— - � �-�� fi088030�.���� � � � ; o`�. srA� oF ..� � ; %� �•,���i`fs,/O � A �.�Cj``��• o . '�'�+ .!ND N�' � � �` �,,, NA� ���,.. � � �,,� �,�� DRAII�NG NUAI�ER a� � � , .�� �� O V E RA L L D E M O L 1 T I � N F L C� O R P LA N' PRO�iECT NV�ER �� . � SCALE: 1/i6" — ,,_�,� � 15003 .; . � � _ �, _ . . _� _ _ . _ _ _ _ - _. � << , ��� � � - � s . � ��_____: . . - ._ __ ----- - . _ . _ _ _ __ � . ------______ _ .. , � � , ,. . � �� _ --- -- -- - - -- —_ - _ . _ ._ - -�--- - -- _ _ ._ _ __ - - ----- --- -- � . .. ----- � - -____. __ .- ---- - --- —_.� � � � 0 r � O ry � N � O -� O N % O 0 �� u �a� L % � �� - - _ _ � _ _ _; , _. . _ _—� _ _ � ! i � f { f � , u �. --.._ ____..._.. . ' _ , , ------ - - _: ,._ --. --� -- _ __ � � . F�RST FLOC? � U ' — � PLAN �14RTH � � — � � - LIGHT��G SCALE: 3/32" = 1'--0" G�lVlEF�AL �OTES: 1. ALL LIGH�ING SHOWlV ON THIS 5�iEET TO 8E CIRGUITING TO EXISTING 277V PAfdEL `2A�. PLA� N�TESs O�XISTING LIGHilNG I�E THfS AREA TO R�MAfN. O LUMINAIR� IiVSTAL�ED VERTICALLY AND HORIZ0�11'ALLY TO '�RAME' DOQR ALCOVE. �EFER TO ARCHfTECTS� DEiAI�. O3 GENERRL AR�A RIGHTING SNALL BE CONTROLLED BY THIS SWiTCH UNLESS 07HERW�S� NOTED. . O NfGHT LIGHT FfXTi�RE, �XI�' SIGNS AND E�ERGENGY WAl.L PACK F1X7UR�S SHALL BE ON D�D1CA�fED UNSWITCHE� CIRCIJIT. O LfGHTING iiV THlS AREA Sf�ALL BE CONTROLLED BY NEW TlM�CLOCK INSTALL�� AT PANEL '2A' UNLESS OT�{E��fISE I�4TE�. Os EXTERl�� L�GNTING SHALL BE CONiROLLED BY EXiST1�VG TIMECL4CK �QR � EXTERIOR i.iG�1TING LOCATED fN �LECiRiCA� ROOM 'N104'. O SPACE �.UMINAIRES �EQUA��Y OR S�ACE 70 FILL COVE (—} INDICATES QUANTI7Y OF LUMINAI�ES THAT ARE LO�fGER, SPACE LUMIAIRES �QUALLY TO �'ILL RtJN. FOR RL�iVS THAT ARE SHORTER, WMINAIR�S CAN 6E AT �NDS, BUT SFEOUi.D S�i�L F1LL 7HE RUN. SEE ARCHITECTS DETAIL FOR MOUNTIiVG ORIENTAiION/LOCATION. O RELQCA7ED LUMINAIR�. SALVAGE REQUIRED QUA�JTiTY. PRIOR i0 �EMOLiTIO�f. HANG BY CHAINS AT (GENERAL} LOCA7IDN AS 1NDICATED. u � �. �,. f � � � �. ? " � : � � � 4 � ..,. � � CSO Architec�s � ARCiilTECIVR� � IIV'[ER70R D�SiGN aeo H.sc 9sth s�rac, s„Eu Foo � maLn.pcEia, �aaLn,•y6a�a MaGe317.84&7800 • Fax317.374.0937 • uatae.ne[ m so7 cn �� N r}re. e�r�d CIRCLE DES[GH GROUP, INC. 551D S EASF 51REEi SIIiTE F @IOWfAFOL15, iN�IANA 46227 (3i� 781-62Q0 � F/NK ROBERTS & PETRIE, INC. Can�ultingr E'nginc�or� FfNK RQBERS & PEFt�f�, INC. 40�o vurce,r��s arrc�, s�� �ao umwuaous, irmw�u sr�sa (317} 872-BSIXI �� O AhS�R�EAN sTRucTUR�Poi�T � ANC�R{GAN STRUG�URERO��iT, INC. 7260 SNMELA}€D STAi1QN �iouwnaaus, wouwa tssse (a�� �r—ssao PRO.� :CT _ ��� �A►��s: ihese drawings indkate the geneso! ssope of !he projec! in ierma of architecfural deaign concept, tha dmane7ons oT tAe buIldinq, the mojor erehiteciural alementa and tha lypa of structural, mechanicat and ekckrical systems, ihe droeings Qo rsot nacesean'y iadiwte or deecr':be a!I work required for lull peAormanea and campieSion of ihe requirament� ol thc Coniraa� pn the haals of lhe ganeral ecope Indiaaiad or deseribed, ihe lrade conkractors choll lurnish all itema required ior the prope� azacutinn and eosnp4eYran of the werN. R�r��N�: Q ASi-10 8/20/15 QQ ASf—i4 i0/2/15 � nA� au� rr c�c� �v 05�27�iS KIM WfLLIAMS JERRY T{iAVE5 DR�H� � TiTLE: F�RST FL04f� LA�f NORTH LiGHTING CERT��D BY: ���►�ti ti � u�! � ur�i��'i :'`��'��6► s T �R�/Ty''--. ` ���� N0. `�o . � _ ��: 6os8o3a�=w � ; o �. srA� oF .: c�,, : �.,�'�`�c: ••. <�'D i ANA,.����`: ��''��s;�NAt �E ���``�` IFII ��Q � �O�CT R ��OV� � � � i GENERAL N�TES: FROPERT�E . � 1. UNLE5S OiHER4175E NOTED, HEAT �iJMPS SHALL BE CiRCUiT�� TO NEW 2�A/1P AND 2QA/3P CIRCUIT BREAKERS IN EXI5TING PAN�I. '2}i'. � 2. RECEPTACLE5 SHOWN ON THIS SH�ET 5HALL 8£ CIRCUITED TO NE1N 2QA/iP BR�AKER IN EXfSTING PANEi '291' IN NORiH ELEC'�26CAE. R00�1 UNLESS OhlER�7SE NOTED. CIRCUlT NUMBERS ARE FOR GROUPING PURP05ES 4NLY, � � � BEGINNNGROF WORK��OIVTRACTOR SHA�LI. RETYP�SCHEDU ES ND[CATENG CS4 Ar�hitec�s - ALL RE�fAlNING ANQ NEW ClRCUIiS CQNNECT�. nacr�rEGrux� • txz�a[axn�SiGN - 4. S�E MOTORIZED EQU]PIUE�ET SCHEpUI.E F4R PROVISION OF D1SC4NNECi AND CONTR4L DfVICES. xeo �� 9e� s���, su�� ioo . ma�.�i�, �aa�, esxsn 5. CIRCU]T5 SHOWN Ai2E FOR GROUAiNG PURPOSES 4NLY. CIRCUIT TO NEW Mafn317.648.7800 • Fcz317.iT4.0937 • aa[ne.net CIRCUIT BREAKERS IN �XI5TING PANEL5 INDICATEfl. o�+ �+�* �+� �� 9N .6 SN 7N 6.4 6N 5N 4N .5 3N 2N 1 N � 5 . � , . _ . � �A ��v o T E s, CIRCLE �ES[GH GROUP, ���. 55t8 S FAST 5TREE� SUItE F O1 iJN�SS OTHERWISE NDi�D, E4U�PMENT IN THIS ROOh� SHALL REMAIN WITH �"0u"'�0�' 1N0°�"� � (a�n �a�-azoo � FEE�ERS, CDNDUIT AN� W1RE WliICN INTERCONNECTS PANELS, ' iRAN5FOR�lERS AND OTHER EQUIPMENT IN THIS RO�I�. Fffl(fi R�BERJ�S c�r PETRIE INC � � I 2U NEW Eh�ON �E�ION SU$h�ETER FOR 1�ON�1'ORING THIS PANElBOARD. TH� � i � PANELBOARD SERVES l�ECHANICAL EQUIPMENT �.OADS. "'�' I. ` Const�lting �»g►no�3,r:� O iV�W EMON DEMON SUBMETER FOR �fONITORIiVG TH1S PANE�BQAR�. THE FINK ROBERS & p�137�, IHC. —- — PANELBOARD SERVES LIGHi3NG LOAaS, �ao wuc�6 aec�, sus� aoo ir�uru�a�s, wow� �sssa K —, � m— — — _ _ _ 4O iHIS HEAT PUMP SERVES AT&i' TENANT SPACE. CQflRDINATE p� S3» eM-a�o F ENSTALLA�ION AM1iD Ef.ECTRICAL CONNEC�ION WITH MfCHANICAL I �s-�5 CON�RACTOR, OWNER AND TENAM1IT. RENfOVAL OF EX{S]1NG �iEAT PUMP 1N O AMERICAN . _ iNE LOCA�ION A�iD 1NSTALLA�ION OF M1fEW HEAT PUMP SHA�L BE STRUCTUREPO[NT SCHEDULEO ]N STAGES TO MAIiJTAlN MECHANICAL AND ELECTR�CAL iNc. SERVIC� TO AT&T TEiVAHT SPAC�. � � I 4VSHP-31 � O PANEL 'l�DP2' SHALL REMAIN AND BE RE-FED BY NEW SfRVICE A�lERICAN STRUCTUREPOI�Ii, INC. � 4 8 � I I CONDUC�6RS FROM �JEW SERVIC€ DISCONNEC�. AF1ER N�W SERVICE �o �0 u�'`"iNouru "�s6 I CONDUCTORS ARE READY TQ BE CONNECTEp, EXISTING U�IDERGROUND (31} ��-� SERVICE C0�[DUCTORS SHALL BE REMOVED. 12 7�� , 23, 5 27 ��_1 O EXiS11NG 200A SWITCH iN SWITCHBOARD FOR 'BOILER' SHALL BE P1iO�CT: � REPLACEp WITH NEW 250A/3P C[RCUIT BREAKER FOR NEW B01LER. I . EXfSTING � O7 THIS HEA7 PUMP AND QISCONNECT ARE FUl'i7RE. ROUTE CIRCUIT FROM 4NSHP-3a TENAN�' PANEL i0 JUNC110N 80X IN 7HIS LOCA�1bN AND TERM�IHATE IN Jf1NCi]ON � � 4 � — — — — — — ----- aax FOR �uru�E use. wSHP- 7 zs,31�,33 TEi�ANT O HEAT Pi1�IP IS EXISTIi�G 70 REMAIN. � � {' � l� 2��-�� � p�CE O9 CIRCUIT CWP WIT�1 (3) �6 ANQ #1U GROUND 1N 3/4" CONDU1T VIA VFD � � �-� 12 �! I I I � � TO NEW 60A/3P CIRCUIT ER�AKER IN EXIS71I�G PANEL 2C. � � � � 10 40DA/3P DISC6NNECT SWIiCH FOR BOILER. CIRCI�IT WITH (3} 250KCMIL � � ��WSHP-29 AND �� GROUND [N 2 1/2" CON�UIT i0 NEW 25QA/3P CIRCIJIT BR�AKER � 4 � _. � 1N EX�ST1NG SWITCHBOARD 'MDP'. EXiSTfNG aISCONNECi AND - . � �'RANSFORMER FOR AT&T � 11 CIRCUIT PUH WITFI {2) #10 AND #10 GROU�JD IN 3/4" CDNDUIT TO NEW , - �l �.a.� TENANT SPACE SHAL�. REI�AIN - - � . . 20A/2P CERCUiI' BREAK�R I� EXiSTfNG PAN�I. '2B'. � � �4���� 7 � 11 P�—� I . • �2 �1UL11PLE HEAT PUMPS ARE GONNECTEQ TO 277V CIRCU�T. CIRCUIT WETH � H _ �.,.; _ � _ _ _ _ (Z) #14 AND #10 GROUN� TQ 30A/1P BREAKER, � � ��-�$ � j ��_�� CQ � 13 MULT[PLE HEAT PUMPS ARE CONN�CTED TO THES 48DV CIRCUIT. CIRCUiT � _ �X�� i f I � VI�TH (3} �1d AN� #10 GROUN6 TD 30A/3P BR�AlCER. ♦♦ ' I E C� �� I. �� PUMP ROOM 1 d � I � • � � 3 �� I � ` 94 CiRCU1T �20V CIRCULATING PU1�P TO NEW 2flA/1P CIRCUIT BREAKER IN - EXIS7fNG PANEL '2B' VIA 30A/1P �ISCONNECT 54N�CH LaCATED A7 � � ' � � � � . � CiRCULATING PUMP. � R I�� __ 15 LOCAiION fQR CARD READER I�OUN�Q IN DOOR FRAME. PROVIDE 3/4" � V �f CONDUI� F�OM CAR� READER !N �OOR FRAME AND STllB OUT ABOVE I � �� CWP-2 g ACCESSfBLE CEIE.[NG FOR ROUT1�fG OF LOW VOLTAGE CABLI�EG. CARQ � C1N� 1 O REA�ER, CABLING AND TER�IENA�IONS WILL BE BY QTHERS. � 9 ' �� 7 II � 7 12 -- 16 JUNCTION BOX ABOV� CEELING FOR i2�V CONNECiIONS TO DOOR �, _ - -_ --- - - - _ -- - _ _ - - _ _ . HARDWARE TRANSFORMER. ROUiE EMPTY 3/h" CQiVDEJIT FROM HAR�WARE �_; 12 ; y�5 TE�fPERAiURE _ _ __ _ _ _ IN �ODR FRR�I� TO 1RAN5�OR�IER ABOIIE CEI�.ING. ROUTE 2 12 AND � � �II L�.l�--� CON7ROL PA�fEL ( ) # G � t '�j� — — — m m — — Q �1 2 G R QUN D I N 3/4" CON DIiI T FROM TRANSFORMER TO NEN! 20A/iP � � I�� r p Zg�_�� ; � CIRCUIT BREAKER IN EXISTING 124/206V PANELBOARD IN ELEC7R�CAL �� 4_�� . � I �taa� ��oa. - (� 7 12 . . , I - F.5 � � �— — — o — a — - — � - I � �'�, Y � �__, _ ii � o � � ��� �►��: � Thcse droNingx iadicate the general awpa oT the proJect � � I I I in terms of orchitaclural design eoneept, the dimersaiona of ihb huildinq, !he mtiJar arahiteciuro! alamenla and iha type .� of atructural, mechanicn[ oRd electricaE systems. 281-17 Thc drawinqs do ncE neoesacdly Indicale ar dascriba all F— — 7 — F.{ — �-_._.. �..�— p _ _ wark raquired for full pertarmonce ond eamplelion of k�e requiremeels of the Coniracl. ZB�r�$ � �_� j I - - On !he basls of lhe genaml eco e Indicoted or deacrihed, �i'j 2 1 ______ 12 7 �� i� 7 �� ihe trade contractora ahall iumiah al Itema roqulrod for ths .—� r—— —— —— � r--� 1 �__� 9 praper executian and complelian of the work � � � i 11 � 0 II\\ �� I I ��s�N�: � _ \\ 14,16,18 i 7.� � � i---{ � ASI#i 7/i 0/15 `--�� i � 7 � _ , i i T N�4Q T . - WSHP�C� o _ . - . _ _ . - - 2 � AS��� 9,�,� 5 ,� o 0 � _ k �� � � ,2 � .� l (i�2 � � � . l � � -- '� " " �__17 9 �3 ASI#14 1Q/1/�5, � �rr� � � NEW FIRE ALARM CONTROL PANEL. E — _ --- — ----- — — ----- � . 200A SE�tVICE DiSCONNECT CONNECT TD PANEL '2B' FOR AT&T SWITCN I.00ATED 4�97H DE�ICATE� 20A, 2,a,s ;-; IN N�RTN ELECTRICAL ft00M � � - � I � — — ...___ — 1 � � 2av ciacuir. I� � � � . � �� ' � ----.- �— — — — — — � o — �� . � j I VESTIBIILE � , � l I ( � I '"' io� N11� . i2 ��� 3� 92 7��5 i5 16 i5 O 16 � � � ,3� � � �--� , � �_W�J � - ; D _ � �_� �2 ,, — _ _— — = � — — — = _ _ — � — — — I �- — ` � —cs J - � � � , DS ON E TC5WITCH FOR I� � .._____ --J 15 . — — — T � � � FiUSW �IQUNTED �1RE ALAftI� � __. _. . . _._:. ._. _ ... 5WITCHBOARD 1N N4RTH FL�TE3AE 2st-ss E�cr�ECA� Rao� � CORRIQOR — Y �,.,a I �3 i'�IP� ������� ANNUNCIATOR ON � L_,. �' 3a,4o,a2 CiRC IT '28-19'. _____ �- � k. I . I S"o'"�R, °-� --, ` � � �,_ � ,-, � !o° ' � 2 - EIVLARGED LLECTRICAL R�OII� iV 111 � f �13 �� 7 N� � ,5 � � i� �2. o � � � � � � i - � �^ E203 ,,Dz SCAL�: i /4" 1 �_a,� C.6 — �: � -��-� — — — '� �—-- _-- j �'� - - � -;; o�., � DATE �A� BY CIEt�D BY `�' II ! �, � � �LECTRIC . � . �-Eg NiU4 � �. � �. � KIM W[LLlAMS ERRY TRAVIS � '!�: � `" `_ HALL I I j�!:; ��� .�..,- - �e,-u �as- N30 %��1 � 16 • 05/27/15 , . , ; SHOWER � IA�Ei� �' � �ze� s ' ,�syga az II I _ � � 6 I � C — — -- �'-i - - --- _ N109 f N1Q7 N105 , �__� 2 � � � — F � � ' � � i � � 5 I � � QRAW�+10 TiTL,E: 14 . I za - � _ 20, 2a �" ; W�HP-E �-19 CIRCULATING � � '— � _ — � .�. �. CQRRIROR = _ — 3 � � � , � 3 , , � � _, o � _ �. � �_----------��M� ----��--- i �.�-- , ,� � i �� 2� �28,> >zA, z�2 2 FIRSTFLDOR �� _ .� _ _ _ __ �.� _ �_ � \ �,_5 2�,- r I E Q _3 — 1��,-3 � � P LA N N 0 RT H- � CO ` �SHP-B �HP�..� 7 ' --- 5--- _ N7i � �=5 EHEC, M N110 � o � �R I- 28t�3 o L1Gii3]NG CONTROL 2C o � � � � ,2 � � .,� �,_9 �-�� � � PowE� A�vQ r--� r---i r r 2 8 1 7, � � � 2 8 1� 3 + � 1� � , ti r--� WSHP-B , , �.-..�-,, ', 0 , , F O T1�4ECLOC3(S AND � � �� n � � y � ti�...a �__� — r �]� ` � �7� 1�@ 7 12 12 7 J �}S�iiP� � 2 'k 5 � 6 P N O T O C E L L C O H T R O L -� I G IVAL �. O 28�28,36 7 32�34.36 O 2i �243 6 \ . ' \ , � o '� o �� . — SENITROL PANEL • 2Bt-13 s f � �� A.4 —� — o — — — -- — -4— — � — ---f �, 7aon/aaov �zH' c���o BY: O SPACE 44Eii-E � FOR AT&T � .,� 5U6METER ►� `````�,N111i111111�/�j��/' / � - � ``� � �Q�� � S�/� ��i��� � 7ELEPH4NE BOARD : ��' ���5 7�'R�;•%�y �: o - � f ca�u�uNicA�aNs ' ' � N 0. � � ' ��st-ta _ + � � I B1-13 ��-� ERUIPMENT = ' - � � : sosso3o� : � � o � � q -�--- — — — — � — — . v,:. srnt� � :•��,; �� — — — — — — — — — — _ . -,,��'f �No i �,�. �����,,�`' � � � — — ''�� `� aNAl. �``� � � � � ''��►,r r�n +'`'�� - � . 1� ENLARGED N4RTH ELECTR�CAL ROONi `�"'�°�� SCAL�: 1 /4" = 1'—p�� - F1RST FL��R PLAN NORTH - P�1NER AND SIGNAL � � _, SCALE: 3/32" = 1'-0" �iO.�CT �ER , � 1�003 ___ ___ _ _ ,_ .___ _ _ _ � _ _.__ _ __ _ __.__ _ _ __ __.____ . - .- _____ ._ _� _ � _ _ __� _ _� . _1 _� _-___ .. � �. __ -. � _ __ _ ____ � �_' WSHP—G I 6 � � �--� WSHP—B 4- 6 � J 32,34,36 � '—B 4 6 WSHP—G WSHP—B 4 6 r----v r--� � � � � 28,2� � j� � I" � � F� RST F�ooR P�AN souTH - P — �J 1�4 0'I�lER AND S[GNAL SCALE: 3/32" = 1'-0" 0 GENERAL NOTES. 1. UNLESS OTHERWIS� HOTE�, HEAT PUMPS SHALL BE CIRCUIi�D TO NEW 20A/1P ANQ 2�A/3P CIRCUIT BREAKERS li� EXISiING PANE! 'SH'. 2. RECEPTACLES 5�i0WN O�f THIS SHEET SHAlL BE CiRCiIITED TO NEW � 20A/�P BR�AKER IN EXISTING AANEL '28' IN 50UTH EI.ECTRICAL ROOM UNLESS O7HERW15E NOTED. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES OMLY. 3. PANELBOARD SCHEDk1LES SHALL BE COPIED BY OWt�IER pRIQR 70 BEGINNI�IG OF WORK. COhlTRACTOR SHALL REiYPE SCHEElULE5 I�1D1CA�ING ALL REMAINING A1�D N�W CIRCl117S CONNECTEp. 4. SEE MQTORIZEn EQUIPMEN� SCHEDl1LE FOR PROVIS[ON 4F D]SCONNECT AND CON7ROL �EVICES. 5. C1RCU17S SHOWN ARE �'�R GROUPING PlJRP05E5 ONLY. CIRCUIT TO NEW C1RCUIT BREAKERS IN EXIS7ING PANELS IN�ICATED. ��A�v NOTEs: O1 l!Nl�ESS OTHERWISE NOTED, EQUIP�IENT IN THIS RflOM SHALL REMAIN WITH FEEOERS, COI��U[T AND WIRE WHICH INTERCONNECTS PANELS, iRANSFORMERS AND OTH�R EqUIPMENTIN iHlS ROOM. OKEW EM�N DEMON SUBMEFER FflR MONITORIHG TH1S PANE�.80ARD. 7H� PANELBOARD S�RVES MECHANICAL EQUIPMENT LOADS. O3 NEW EMOI� DE�ION SUBMETER FOR MONITORING TH1S PAHEf�OARD. THE PANELBOAR� SERVES LJGH1iNG LOADS. OMULIIPLE HEAT PUMPS ARE CONNECTED TO 277V CIRCUII'. CIRCUI7 WiTH (2) �10 AND �10 GRDUND TO 30A/tP BREAKER. OMULTIPLE HEAT A�1MPS ARE CON�lECT�D 70 THIS 480V CIRCU[T. C]RCUIT WITH (3) �10 AND #i0 GROUND TQ 30A/3P BREAKER. O6 THIS HEAT PUMP AND DISCONN�CT ARE FUTURE. ROUTE CiRCUIT FROM PANEL TO JUNCTION BOX IN 7HIS LOCAi]ON AND IERMINATE [N JUNC110N BOX FOR FiJTURE USE 'NP1' '1A' '2B' 'iE' �DPt� 00 'h�iDPt' LIGHTING CONTRDL '2_3' 71MECLOCKS AND PFiOTOCELL CONTROL ��H� 'I �� z � � �_� � �.� TELEPHONE BOAR� k�h�ltlltlf�ffl AN� SECURITY EQUIPMENT 1 - ENLARGED SOUTH CTRICAL R�4M SCAL�: 1 /4" = 1'-0" % �r � ..i. # , CS� �.reh��.ec�s �RC:Fi�'['EC:iTJRE � I2�TI'EItfOR DESiGTI �se.asr�es�er.snmrFao- in�r�i�a„i4w.�i�sa Edafa3l7i4t7Jllr - f�3I7S74�!'S7 - �+M� ro aw� csa �aa.m, k a my�e rr,.a CIRCLE DE51GN GROUP, INC. 5510 5. EASf 57REEi SU{TE F IN�ViNAPQLIS, iNDWVA 46227 (3t7) 761-6200 FIHIfC ROBERTS & PFTRIF, INC. Carisuli�in� Enginsars FINK RQ�ERS & PERT[E, INC. awa w�cp+�Es asct�, sur� aoo cr�ww�ous, um�wn 46268 (3n) s7z-eaon ■� Q RMERICAH STRUGTUREP�Ii11T INC AMERECAN STRUCTUREPOINT, iNC. 7zso sr�osuwo srnnarr iNou,wr�aus, iNowru �szss {3S7J 547-5580 �o,��cr: SCOPE DRAIMNG8: Thesa drar+mgs indicatc the gancral scope af !hc project in terms of nrehitectural dasign wncapt, Ne dimensions of the 6uilding, tha major erchitactural elemeats and tha type of structurol, mechonical ond electrical syslems. Tne drawings da not necessarily indicate or desenba o11 work rcqvired tor full perfortnance and campletion of 1he rcquiraments ot thc Cantract On tha basis at the general scope indicatad or described, tha trade coniroctors shall fumish all itams required for tha proper execuGan and compiefion of the work. REVISIONS: i$St� QAT� �iAM�[ BY Cf�C�CED BY � D5/27/15 �IM WILLIAMS ERRYTRAVIS � CERTIFC�D BY: ``���111i 11 i 111!l/����' ,�``'��`�.���i reR��ly'--. , �, F• -. ' ��� N0. �� = =-�:608803Q1 = ' : o'� srn� o� �� : ���F �' ���,'D i ANP,.������� ' ��''�%�s�dlV At � •��` r � ' �''��►lriiin ��`��� v DRAWII�G NU��R � ,'' �. PROJECT NUIiI�ER 1�00� . .. . _ .._ ._.,_LL_ -__.__. _ �: __ . _ ______�. � t' i t. YI 0 � __ '�._ s MOTORIZED EQUiPMENT SCHEDULE MO�OR �ATA STARTER DATA ti15C. SWITCH CONiROLS MARK QUANTI�fY �RNISHED REMARKS BY HP KW FLA VOL7 PH �ypE NEMA �ONTROLS gY TypE NEMA BY �E gy COD� ENCL. ENCL OAU-1 1 MC – – 4.3 208 3 – – – MF – – MF – – – OAU-2 1 MC – – 4.3 2�8 3 – – – MF – – MF – – – ERV-1 l MC -- -- fi.8 480 3 – – – -� – – MF – – – ERV-2 T h�C – – 6.8 480 3 – – – – – – MF – – – WSHP–A 2 N!C – – 5.72 277 1 -- – – – -- – MF – – – WSHP--B 37 MC – – 10.] 277 1 – – – – – – � �MF: – – – WSNP–C t NiC – – 33.7 277 1 – – -- – – – MF -- -- – WSHP–� 5 MC – – 5.fi 480. 3 -- – – – – –. MF – – – WSHP–E t HiC – – 9.8 480 3 – – – – -- – �IF – – – WSHP–F 3 I�C – -- iu.5 480 3 – – – -- -- – MF – – – WSHP–G 30 I�C -- -- i4.7 48D 3 – – – – – – MF – – – B-1 i h�C – 154 – 480 3 – – – – O 1 EC – – – CW�'-1 1 h�C 25 – – 48D 3 VFD -- – MF – -- -- – -- – CWP-2 t MC 25 – – 48� 3 VFD – – MF – – – – – – PUH-1 � �c — � — Zas � — — — — — i �c -- -- — Pl1H-2 1 MC – 3 -- 208 1 – – – – – i EC – – – WH-1 1. MC – 3 – 208 1 – – – – 30A/2P t EC – – – 4YH--Z . 1 MC . – 12 – 208 3 – – – – 3�A/3P t EC – – – �� I�ANUFACTt1RER NOTES: � �A �� ��� ���' ��� ��� O SEE PLAN N4TE5 FOR DiSCONNECT INFORMATION. AfiX AU�i!lARY C�ITACTS �q HDi APPi.lCRBLE CB qRCl�iT �EAI(ER NF NON–FU5i� (�d CQ1tBiNATION I�Af�(ETIC PB PUSH �11TON CP COFI�ROE. PACKAGE PE PNEU�IATIC/EI.ECiI�C 5'�ITCN . EP FIEC�C/�I�lIklAiiC SWITCM PL PIL07 L�GHi' ES END 51MTCH F F'l1SED PS PUktP SEQUENt�R n n nw nurru � REVERS[NG SD �[OKE DF(ECiOR � SOLEHOI� VALVE SS STOP/START PUSFi Bl1TTON T CONIROL (�FtC. 1RAN5 (t201� � m�� aoac T� TIiER�IIOSTAT 2S iW� �Ep � YARfRBlE FI�QEiENCY ORiVE `— — — — — _J � � � — � � — �. .�.._.. ...�. .—. .�.. � � � I I TO AT&T � — — —J EXIST]NG UTILITY I I �—...—____�—_--_----....�..��. J � �_________ J I TENANT SPACE I PRiMA�Y SHALL BE I I �..�......��..r---------- I RENiOVED �( �— -------------------------------------- I --------- ------------------------------------------------�.....»,...�,...,.� EXIS]1NG UM1i�ERGROUND SECO�fpA�Y SHALL BE REMOVED �----- `�� -.�... �..�. � ...._.._._...�.._..,.---J� ! I � CONTIHUED O 1 � � �— � � NEW 1111�ITY PRIMARY � �--- � ------�-----� � �---------� . � �� J I G�N11N UEQ f -.–.» ...�... ...� � .._._ ..,�..,,......�............ .....�. .....�,.. — f � � — — — — — — � �— � EXISi1NG 11N�ERGRDUN� � � � � � � � SECON�ARY CONDUCSORS � �"'" "T' ^ — ^ — — — — — — — — — — — — �EXISTiNG U11llTY SHALL BE REhtOVED EXISTING UNDERGROUND CONDUlTS FROM PAD MOIJNTED TRANFORMER PRIMARY SWALL @� SHALL BE REN�OVE� TO THIS P41Ni NEW UN�ERGROUND CONDUlTS REMOVED FROM NEW PAD MOUNTED FTRANFORl�E€t SHALL INiERCEPT EXISiING CONDUITS Ai THIS POINT. CONDUCTORS FROM �'EW PA� MOUNTED TRANSFORMER TO EXISTING PRNE! 'M�PS' SHALL BE NEW. �—� R[SER DIAGRAIl/l - ELECTRICAL NOT TO SCALE PLAN NOTES: 1O EQUIPMENT SHOWN IN iHIS ROD�[ AND INTERCONNECTING F�EDERS ARE EXISTiNG TO REh�4AIN UNLESS OTHfRWISE �€QTED. O�lEW EMON D�MON SUBMEiER 5HAf1 BE CONNECTED 70 MONE7dR THIS PANELBOARQ. PANELBOARD SERVES LfGH�1NG LOA�S. ONEW EMON DEMON SUBMEiER SHALL B€ CO�fNECTED TO iHlS PANELBOARD. PANELBOAR� SERVES MECNANICAL EQUIPMENi LOADS. 4O NEW UN�ERGROUN� SECONDARY CbNDUITS SMALL INiERCEPT EXIST�NG UNDERGROUND CONDUlTS DUTSI�E OF BUIIDI�fG FOOiPR13VT. CaN�UCTQRS SHALL BE NEW. FEEDER SCHEDULE: O1 (2) SETS OF (4) 500KCMIL [N (2) 3 1/2" CO�lOUITS. 2O (2) SETS OF (4) 500KCMIL AND #i/a GROUN� IN (2) 3 1/2° CONpU1T5. O3 (4) #3/0 ]N 2 i/2" CON6UIT. O4 (4) #3/4 AND #6 GROUND IN 2�/2" CONDU[T. 5O #4 GROUNUING ELECTRO�E COHDUCTOR. O#2/0 GROIJN�ING ELECiRODE CON€}UCTOR. f� �:��= I ..,. . � CS4 �rehitec�.s lLRC�'LECIttRE ■ INTE7t}t3it DPSiGN ?ars���,soer]�- �,�n�.sit6e Main317?RLT7� - Iimc3I7.5Tf10f5f - o�im-sct p 20JJ � M'AK4. !a N Wy�h RwMw7 CERCLE DESIGN GRdUP, IHC. 5510 S. FAST STREET SlJlTE F INDWNAPO[1S, iHUTANA 46227 (3i7) 781-6200 f7NK ROBERTS & PETRIF, fNC. p C�r'isultir7g Er�giryca�rs F[HK ROBERS & PERTEE, INC. aaw v�c�+Na n�c�e. sune �oo INDNNM1POLIS, INOU�NA 46268 (317) 872-6400 �� ■ O RMEBIcAN STRUCTUREPOI�NT ■ ■ A�9�RICAN Si�tUCiUIiEPO1N7, INC. �zw saw�o srnnoN wowanPous, �uow�w as�ss (3�7} sa�-ssao PROJECT: SCOP� tNtAWINGS: � These drawings indicate She gerseral scape ot the project in tertns af orchitecturel das�gn concept, ihe dimensians of the 6uifdiog, the mojor architectural elements and the type of stnittural, mechonical and el�cSrical sysiems. 117e drawings do not necessan'iy indicate o� destd6e all work required for tull performan�s and campleGon of the « qairemmtr of the Cantract On ihe bosis af tha general scape indicated or described, iha trode cantroctors sho11 fumish o!I items required for iha ' praper exeeuGon and campletion of ihe work. REViS10NS: iSSI� DATE DRA�! BY CFEC6CED BY 05/27/�5 �• ��VIS K. SMITM DRAWING TI�L�: D IAG RAnil - ELECTRiCAL CERTI�IED BY: � `` ��,�����tiiL rru�.,,���. ��. ���� S�/�� ��. �•\,�� �'G�5'r'�RF.,'y',��= No. = � �nQQn�n� : _ oRAvwN� �u��R PROJECT NUI�ER 1�003 _ ___ __. _. ___ ___ _ .___ __ _ �_ .�.___ � � i • � ��' �, ' ��`~- y� � , ':.�.•;; ''; t=------____'_-__ �„ y / � V � � 1� ! iti � � � � j � / ♦ 1 , � __--_-_ • . . , r � Q r , � ; . r. � ; � � � i � `� - • • r _ _� i ' +�, r � . r-� y 0� �� i� �;� � � ! �;•. °oa 'j� /: � � J�f � i �� � _i i � i `y. l�� -�� Ad�olner: � . 'e �` � t - / ,' , ,., , , / , c�A - 4�, 11 �� ��/�� , r 1�I ,,� l I� .` E i i I I I 1 I I I 1 r'�`i �01 j�_ �.+ �l � � �� // �� � \ / , I 1 ! Il� I�i ��' �� i��'i i ���' ��E � E E i i i Lakeside Center {)Cle LL� � i i i� l �+ r q r ' '�=�--- -.�,_ _ � • ,!� , � ,�,' � � 1� i �J j; I i r �.... � _�__ � � � , i � r � 1 1�` ; f � � � I � +h �� � � � t �. � t.._ t_.. t_.,. i�i,. �..1 � .L .L .!� L L„_ � r ..� .., y 8� � -�._ _ _ �� ` � , , , r i � '' , ' r ` r I' V! �i � i i f I f I I I I f 1 I i � j'� .� � � 1 1 '9 i i -- --- � � . E , � _ 200600�50916 � - � � r � , � \ , -�-� � , � � �� , �� � �' •, ����� � � r rI 1� f � � ��� � � , � �.�..� �. �. s .�.. �. 1 n s f , N o. � , ,[ � � �. �,. �. ! `° �. � , , ' � � , , � �, ', ,� , �; ,, � �� � ~L' � � �--�`"' .J u � � � -�1� - ; (commercaal) --- - �,� _� � 1 ` f � � �� � !� � \ }� � � .o\ � � � �/l,r� f , l I� � �i s � � � � �' . � ���` � ; � � / � � I \ l + �,� % ! � / � � `.� III �l j I � �__ _ � �g �: � _ ~ � w .�a�" � � ! �� t _ j, �� � � � / � � �. , I I� I ..�-a.r�� - ��d !II �,..T�. .�_.��..��`' .�----.....��-s_� ��------- --�- � �.�.��._..._...�� .,.���.�� � � � � � � � ~� /� �' ` � �j r �� � � / / ti ` /��f1 !r I .� �/ �' � ` � � ''� `� - --- `" �w ` '� � �� ` � .. � � _� ` �.,� � , � i j � � � � � � 1: -, fr I / r � �� I :+��_�_.. � ...� � � � E u�' m �s '-�t- - � � - ��'�s� .'.�.�'. .T �� -'�'� = � �. � �*'�-"�- � � � �� � � �n � w �� ~ -"�-�` -.� ..\ �' � `, ` � � � \ \ � / � /� � � / !;: �� I �' � I` �c� r �j�� � '�` � � � �`~ , � a\ ` ' � r , / �I ` / � ,�I ___--__.�__--- _...._ � [ / _ _ r -� - �� � � •�� ` . Y1 �� \ � � �\ /� \ , � � / \\ a. �/% J %� � � x.� ,l ,� , Olr �� � f ` _ ��r -�_1C36 � ,.,i� \ �.. 1 ��-��` �, ` �� �. � , \ �r � � .\ /�� � �� � % ,�1 � CARMEL DR�VE E'� ; �=-_ � -�-- - �``�.� . � .� �. �./ , .• �,, ;� � , � �., Qao / I. ,{/ f; / • �, � Curva Data � / 1 � r � '� � � � � ���� � � __``F�� - . �� ` � .i / � �O � �� � �! � 1 / . � ♦ 1�U�3 C �W� � � �-"� ��� ��� � '�. � 1 ° R �9 0.0� 839. - -- -84z - .}.. � � =-:., ,,_ �-_'.�, ..' •, _. Owner. ,, �� , . _,�___-�_- � °�� � /. __ ___ -• ; � � ��;,- �o � ��� ---�--_` �'`����• _� Atapco Carmel Inc. `�.- ��_�_"�- % `,- ' /%'' ��` � �,��.- -- T � 18.93 � --- y - --,` -� - ---------- �-- _ .. ., � ,: ;ti:•M:.••, , � �_� � �!_ r �'' i1� � / i �� %� � � / -- � ' � � "' g` .;;;•::- \ �� Il � \ i � � / f�. / ' -, ___ ,� � a�.3s� t- - ^ �sas�o'aa•w �"z�.4�� g .�. �.r:;.., ���- � ` •.�'`.\ Ir1sf. No. 9909920fi8 � , � `�.,� • f ~'8.� /J%'� % � - - c � za.z�a , - � - _� .: �� ��- _,�� . . , y, .9 d , ., , , , 9. ,fr, . �, ` C8}iG � 54�4'35'S8 W _ -- _ -_ - .�� _ ___ ...- � $ � � �.�:`�w'.. • .o ���. �`� � `\ /�' � : ` �/ ' .'� �� % / // � f� \- �++ � � --��___---- --�� :..,._... ` ` � , � � .�� Ad joiner: _ �-- �__ .�� � � �� �� � �_ 1 _�-� ;� s ` � �-� , '` _ _ ,. � \ .� � �. ''�.�� ' � �� �' �` .'� � 1// ,� ij' � , / - r� �� L �� _� ��`�Y \ V� \ ( _ � � � i �p�il.t.� �.+.^""`rs' ~� -„�_� � ` , -7� : 1 �_.;,,, / . �\� \� / � / I � - - -T- �y y� j ' � � ----- �------^--_l.� �'� �-w � �~~ �1 ♦ � � \ - � � � �� \. ,� / j _ \� � � j�' j ? ., J � -.! i / �+ • � \ I -- -J- '_ . . .. , - - � - - - .. 1 � � � � �� - ` ��� _. `�� . � �c - "� ..._..r_._._s._ � il t-==' � � . / T� k �- T \ 7� / rs �.--- - � l L -- _ -- , i arme� Dr�ve Sto�a e LLC __ •-� :�; � `,� � � � � � r -- � r �`�-- � � }.,-''--_�;A�, C�IS7RL1CTt N � � ��.� �,, \ c- � �i_1 •. , � � / � -----=- `___ �� . >"� \ i + �„/ � � f r W -.�---�__- _ � ��'.� � ti__--�-�- -tIMITS {TYP) . � t �,�, ��, l� � \ � �� . --,�, i $k � � g --_---_---�-__ '�,���,�} � �� i i � j���� r� � � � � iE __ _' "�r" � r��� t `�� �� �' ��`. �' , . (: //� / ��' r� �,;' � � � cammercial) )=-_--. - t � � I 1 � I � � � \ �1 \ � �� + Z�� i � / ' � -� % '�ti�� ., 1� `1 � i�i � � � �I � c� r� � ,_l l� Y� ` � 4� � \(�nre Dn�te � m.. ��� / 0�0 ' f � ` r� /���i� .�.��� � / � � I . . . � O . ��� ��� ` ���1 r�,,� i �� I � i i� '� �� � - �`1 ri � 2D' DRAkNAGE - � ��c' e,�`. � = 63'EO'�4 �p�� � `� �a�' //,'�� %! � fo /�j��, ''' \ ';4 ` ��' � � t � ----_�._�' �� U11LIlY EASEMEh1T a,�� ,,�R � BiO.�' �r � � � \ ,� • , r •% ,,•' //� �`' / \ ,� 1 cr� 6�i EX.'�/W � _ �''� � � ;._�� �. \'* ''-- 'f � 375.03` �Y �` �� �' :\\ �'/; '� � /� � , � ` �� � �J�i i� I � u ��. � `^ i. � 672.6G � `. ��� � \ �� �/i' � .;• `r ��,�f \ � 1 \ �+, . �.... � �� o � � ' � �1' �� I !r � �'' :� � � - , ���'-, n *�; /r ' % / / 1 �� �i �yi� � i i �� i ta' a�crn�c ' i `�--ai, �` � , � �i ��c6�t��'��oo"w � � � ♦ `" '. � ; ..y,: �g% � �� � 0 I � �`� � I ! I ! ��rn1 ----_---_-...___ t !f � reet dnm out � �♦ ` ` ,`. \ � \ �e, �\.',� ;" ' ,�i • .�`� % � � ' � I ° ` � , / � O�, I + F- _...._.__ - I I! tr.938.15 � � � \ i �'� ! -- i�i / j� I! i�� � � I 10 D}2AINACE de 1 y � � I I � � .l 11 und� to opm �'� �` ♦ , ��'ti, � � � �` � . ; � � � � } ' �I i� � �� I j !i � �; �� i unuN �a��r � �-___ _ _� ,�l� �`� � \�� � � � ' o�,l' ,' ,�� , �°��� �; i ' � \' � � •.�. . � � o / , , � ♦ r ., 'Y 'i \ � � � i ,; " i I � � ./, i i � 1� I , II � "" '"`"' !,. � `i `` _`-� _ -..^ 1� � , .` \. ` \ \., . ` =�a �°�°6,,,� '/',� � %�; / ♦ �� � ' �0 #� � � � `r� - :��; � � . \ \` ��, , .�, �' i� ` � � � j I � � � ^ (� � € � 24' DRAtNAGE' dc ,� � ° # // ~` � 1 �. -�� � �� \ � \��� \ \ �`� `�\ \ /'�i` �. ' i�� F'�; � � � � I � SIDEWAI.K � i �- / �r_ ^�_ 3 ------' "�._� • �_ ` � > � �� � ��� v ." '' �r � � / / � ' � � � � � � � EAS�MFNT �`� f �' n '� � -�.� � T 1 , a g.� , �� � �\ �•`� � 9 � _ `_ � _•� ,�`\ � -- `�`�",^�. ` �r, !'� /� \ f � _ �4 ' � ;� �_ ` � 1 � � �-�\ � �� � � �(� V• ��� � � � � j �� � I� ' �! �j - .-�o�-- �� -- �- .� �� � � �` , � \ � i �,.v , !'�� � � _ .�..�,. r� _- _ , , � � � • i � ,` � J 1 � I i t � � � Q � � � .._--�,- a� -i_ � � �'"-� �' � �� ` � � .'� _ ,� C7� �a, � t wv �---�"" � � a '1. � � � t� . , \ � ''-� i I ` i �. __�_ � � . , , �, � � _ - _ `------__\ ' ' � . , - ` ' � �-�q`c. � �1 '�r `'� / � � .- � / \� � J j �� \ � � � � iI ♦ / � I,.'^, I o� � 11 r � r _. �i •�,- � , .?a � � � � , !" r____ _•-T__.... . ; .` � � �� � • Q- �Q`} � .�,C-; •/�. � ��l i j ��,� !1� _ � . l , 1 (1 � 1 �rlr~� I f j' ' " � T \ _ , fo ��. �� i ��� �G� �'�I r / ��t - �i �, 4• � : ,- - - � I � i --F--_� _ i,: `i i i i / i i i i i i i / i i i . � '�. I � � � � I : i � ` � � � � / / `7"" / / / / / / / / / / / / / / / / � �� � ��� � \ \�� � �� ` � � � � / ��� � rj / / / / / / / 1 / / / / / / / / / / / � � il E I � 7 ! r"'"_ --'�� � � � � ��` �\ � ! �` \ ' � � _ � EX�SiiNG � � � � . � M � �� �� a ,' �� c�_�_-�-.c-,� -,�-,�--,� .�-� -,L��,- : �� t � � t� PRQAa5E0 CARMEL DRlVE MODIF[CATiQN PEft � ,/. � � � � � � �, � � � �. � �, � � � � D��oP1 � � i . � � + --- � '° , � ���-�-�� ��-� �-�� i � � � � � � � i � � r � � � � ��� � � � \ � � � , o R�1D ��% i � # i �m � _ �- --- . � r � � � �� � � � � � � r � r � r � � � � � � -.__ � � � �� _� `�i � PLRPfS FOR LAKESIDE APARTMENT5 - CARMEL � �� �--� � i ♦ � � � � � � r � � � � � � � � � � � � � \. r '� � 'L�c� `. �'. _ � \ ` �� �: 1 Y�- � � _........ '„t --- -i�_� � � r � r r i r � i � i r � r � f � t r � r / f' iu m � � 9Y AMERiCAN STRI�CTUREPOiNF � � \ � � -- __ ��=- ` W \ % / 1 a i i� � \ ``� \ � �� \ \ � � -�=;^ � � �� �f' ,�� ��� � j _ ..�� `t.i�j, a '�`, � � ��1! j �q� i��' � \♦ \ `� � Q �� � � N � ^ xist clean aut ^ t i �, �\ �+ .��` �` ��` �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � � �� �� �� � � � -r�.�� /�� � ��, �ct}' �� � . c� � a� �� �� � � r:840.75 l �.,,,� � � � �j �'`� � � � � � � � � � � � � � ����� W� �� �`��� �h����_\ `�\ ' �� � �� � � ` ` Ad'oiner � � i I ^ � � �, � �.�� � � � � � � � � � � � � � � � � � � � � � � � � \ � r ' L .j� � � �� i � �� ��� \ � � � � , � ., � � � . � ��-� �.��-�,r� �._� � � �-�_�_�_.�_ � � 598 W Carmel Drive LLC v �, � � > > � I ''- \ � � � � �. � �. � � � � � � � � � � � � � � � � � � � � � � �� � � � � ~ � � t � � a; . �, $�li EX.� R/� � t � � � I � $ i � �� � � �'' � � � � , � � � � � � � � � � � � � e � � � � � � � � � � �� 1 � lx � \ �`t � ��� \ � E a 40-� i � � � � � �'�,. � � � � � � � � � � � � � � � � � � � � � � � , � j , � (commercial� 'C� \ \ \ \ � ��, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � ` �'�•. J- ,d / / � ^ �1 � � � � ``\� \ V � i � I � I i � I � �E +�_ t ` - � � _ 1'� � �� O (� 1 � • I j�� I t I t ��...._ `SY,u.� _ � � �1 ,t` 9 , � \�� `�� �a i � � ` �` � � a \ � `` \ � �'' ! i � f�'�� �� � I I 5' U'�LITY � i� i i i i i`i�'' F,__i i i i i i i i i i i i i i i i i i\ i i i / � " � i\ � �►� \ a �`` : � Ii � EA�ul�iT ♦ ` "l � i i / / / / / / / r�-.( / / / / / / / / / / / / / I / / / 'l i i / �, �� 1 \ � �� , � } l l � � I `i � f / / / � / / / / / � / �7��� / / / / / � / / / / / � / / / � � / / �` � � 4 �� � � � \ � a � i i � � i �� ��' � �� i i i i i i i i i i r- i i i i i i i i i i i i i i i� i i.�-. _ ���\ `! � �_ �--r--r-t-�t-y--r�--r-r�--�-a--r ��--�-a----�-�---�-�- f--�t-t--�--,r--�--�--�- -�-�--� � �, ��.-- � � � c� J 1 I� • � ��� �� �`�- - \ i i i i i� i i i i� i i i i`83s, i i i i i i i i i i i i i i� i� � ''+\ :��.� \\�\� `� ��\� \ �/ � f f � � E i�� � ' I � � � ' - .�_--�_ �j i i i i i i I i i � i i i i T��. i i i i . . . . , . . . � � i d � � � ,• `� �� � �� �� r ti . . / � 1� d �, � � ��,� , � -�_� ��-- -- . � � �, � � � � � � r-._� � � Own er: ,�' J � `� � ��� `; �� �;� ` a , � � f . � ,� � �� •, � � .�f � 1 , � \ �� �� �� � � ��J ; � �f '< <� ` ; '� �. $ `� �'�� � Atapco Carmel, Inc. � � ,� � � �� � �,\ � �` � � �� W � ' �, � l 40 � � -. �8� � � � � ,� I � � � ` � � �-,�:. � � � ��-�,.., � � � � � � � � . � �ns�. No. 954�445 � � � � �� � , � � � ! � � �f � .. � � � � � •83 � � � � � � � � � � � � � � � � � 1. � j\ x �� '� / � E ' � 1i� �� �� ' �_--r-� �: --- _ :'. ` �� �� �� \ �� 8Z-.�j �� � �� �� �� �� �� �� , ��� \ \ `� \ , � ��-\ �`! � �� / ¢ �, ti , � ,. , � ��� l� � _�.�._�_.�_�_ ,�_L_����...� L_�_ _�__ (Tract 3) �-.�� �-�-..�-- y � , �� � _ � a 1 � f ! ►' � I� �! � � � � � � � � � �•� � � � '� � �C` r � � ti � � , 1 � \ � � �I � ����'� � f � � �� I �. i� �t , � � � � � � � � � �. � � � � � � � commereial � � ��., � � � � � � �� . M \' �� � ��r ! � � /i �'jr +, � � i ti �, ) � � � � � � � � �•. � � � � � � L � � � � �.� � \ J - \� �/ � � � ''�, � \ � �� -� �� � ,. ! i r � . ii << �� � � � � � � � � � ��,� � � � � � . . � � � � •�,� � � � � � � � �.� � � t ti'� �, � U i '� % � 1 � �� ��' �` �`., `��, '` u , � \ �` •., t � � ; \� � / � �/ � ��o, � ► : ,! l � �1�=...��.�._, , .• j �� ` ti , , `� � � t �- � � � � � ti _- � � �- ,._ >> . �, ''��,.� � . � � ; '' _ / /, -"-5"'--' !u r I _ � � 1 _ `.��,�•. -�� �1, i I `� f �" ,.y,. / / / � � i / i i i ';r.� i i � . � � � ��- -7 /�� ' i i` i i i i ``i , ,i '� � I � � -�-==• � \ � � �.,� �� \ � � / / / � � �,`` �: � `�`. � �� � ', � __-______. � ,�_»� ��� � � � � ��. 5 � � �� c� � # �' ¢ � a �' � � � ( � o I �� _ j � � /� cy � � �� : � ( {�. , a ; +� � I ��� � i ¢ � � �0 F � �� ii � � r °; o � k � ca z � I � � I I � � ii `3' ii ii � � I `� ii� � II '; ; II � . � � O � � 0 Q 0 r 0 � �, � � :� � o� �ri aQ p U � ' � �- z �� � cL . �;���. � � r� �, � ,�� �� ! �ii+��.� �__ -------- �---------��_,�_ __ - :' � J � �`'� � i i i � \ �\ ^ ��.,a'x ` . '-�' t � „� a ��� ....___-------------__--___ -- . `�'~ `�� ���ir ,,, � '��'=-� --- --J-,� � ~__J ===� = �.=�=`�"-- ___ _� : - ��`� --� r r`� . , � , ir�L � � c � '�� ��.� ��� � +�� ___---_-_------- __-., " t� i i '�, � � � � �� r►r I � �� � :� u ��-_ -- __�_--- _-;�� �_= i t r', ` `` `` `` .y}�C � ���_ --�-��_���-�._ �_�-__-�_--_.___� ��� - - y1y I - - ``{ � -- ^�r "-�`--^ �-------___----- ---- _ _ / � -- _f' ' -- �. ��` `�_ ;�,..�__-- -�"M o r � -� '� ; --___ '^�----� --¢ --_____�..__�.. - -- -;,:�.:�`-' ��-� � �- \_.C'` _ -� _ '�-� �; � - �..�'�..�.....� ---_____--�---� - = = = � � -� -- �,�--�-_ _- -� � �� •�,, -------- �-�-,mar-.�-�-�t�°'.w. i��aa �tv-- �`'-- - - �,i � \ � , t ' � . � �. N88'S9�3Q E r 635.66 ��;;;;; , ,,,;,,, �,,,, � � � � � � � � �� � � � �� � � T�� /� / / ��� / � % % ��T� /h �t-�^f-/ / i� i i r� i�� i i i�` i i i i i 1 � i i� i:% � :,f i ae � i i i i i � '`�._ +c. � � ����- .__� `y ..CENVSTRliC7i0iJ•'- �`-~__----- .- -. r'/� - --- -�-��i �t� � � u�irs trrn) �ot�` � � ! .,,_ J Ad joiner: Johnson, William R. + Michefle B. (residential) � �� � � ; � � . � ���`\`� ��, � '4; � � � � ��� � ��I '� �� ��\+� � ��` � � . �� 6 \ + `\ ' � \ �� �' \ � '� �� \ ��� i� i� ��� \ � � '� . � . �\ ``� \ � � �� ��' �` `,.` � , � �� �� �, �, � �.,, � � 1 �� e� ``��.,` ao ��`'�,., � a � � , g� ��\•�� � \ � � -'�� � � � � \ � ,� \ \ � � � ��� � `�,1 �`s`'�\` ��\ � ;, � ; � . ��, � � �i \ �� ,; \ ; � �� �, �, � ,� � �, � �` �� �\ \ `� �, \ � �� ! ,,�`� Q ti�, � ��, ��` ��1 �� ` @� � ��'� `� �1 � � ��o � � �` \ \ \..,..` � �� � �� �� � ti �� . �� - � � �,-� ,, � � lA"Y+ Q ` ' �' `'/''' ~^� �\ . � `+ � � i � � � �,` �, � � � `� 1 �.. 1 � � � 1 �� : - � � Y� "�` ` '� ' #��� �'. � ' t` \ `� .� ' '' ` \ M`�s�'� '' .�' �' ' - \ � ��' � ��' � ��' l � � '' ' / a '' �` � `� .� �,�� . .� . � . . � �'��.�C� .�' ��'� � � -' ! �i� y� �i �i� 1 i 8�j � ` `. ` �� � . •�t , � +\. `� �' k' � �' �� � .' � ��' ' �� % � � \ '� �X •-' �' �y' ''C f � f�� ��� i�C� �i� �``^ ``,(�� �a'� �': \ ��� \ i � } `.ui \ � h �/' � �'���'' � � ' `�`� � / ,, \ �_-, � � i �o �� �C ��� i�' �� iy� � �� �r/ `�(,� i� ` .'�� ��� -1''���/ -'��.'' . � � �� . r^��--y \ � i . �,, � ,. ,� ; ,,�, �� �,y� .- � ' - � � � ; ���� �� J _ _.., . \ 'i��� ' �'���� i��' ��!` Q `� s� • \ �.- / . �.� �i�' ,.' , ,'` � sri�-- � •���r �• ��y� �`'� � � y}r�i . 1 l 1 / iJ� �r. �` `.� �' ' �� ° 1 1 � fj ��'- \ .� � 11 � �' L� � �� / i� .� � .%��, �i i /� ,� � --_ e� �°i e`� � ���/ � � � � � �• �1'� � ` � � � � �, �c, i�� ' i I� . � � . � . . � � � / i \ � \♦ >> , a`.�` ��`` \\, �\\\ �� •` ���, rr` 1�\ \ \ �`` y\---,ti��, ��\ � � , ��� �` , � �` �`� � � ,\ � �� \ ` !\�� `` `�� \�� � � � . ' �'���\ \ ���� � �� ��� ,�� \ � � \ � \�Z\� �� �` �` � � � �� � \ �\� � �\ �` �\ t `� � � �\ , � � `� `� �� �� � '��\ � ,1 � � ��\ ��, �` � � �, �� ' � � , M � ��,�� , , �\ �. � � ,� 1 l `� t ��� ' `� . ���"�`a ,�� 1. !\ �t,���`, ��. � �\ .� . 0' SD' 100' SCAE..E: � "=50' LFSE�,Q. � � - �• � • cot�s�uc�na� ��iTs ' LAND DESCR�P710l+E: BLOCK 8 IN 1HE FlNAI» S�CONDARY PLAT OF CARt��L SCIENCE & TECHNOLOGY PARK, AN ADR1TIQN IN HAMILTQN COUNTY, INDfANA AS PER 'fHE PLAT THEREQF RECORDE€1 NQIIEMBER 20, i 986� IN ALAi BOQK t3, PAGES 76 AND 77 IN THE QFFlC� � TH� RECOR�ER d� HAht[LTON COUNTY, INDIANA. s R ��FNGH i�lFo�n�,��nnrr ��Aw Bs1 AS! TB�! 90 NE BOLi 1RAFFEC P01.� AT SW CORNER OF GARMEL DRiVE AND GU1l.F'OR� R4AD. QEV -839.28 (�IISE{.� "X" SSE BOLI' �It�E HYQRANT; NOFtTM SiDE e��a �RivE; �2s: �r�a �iaa' n�o�n��sr o� ClARK STRF�i: E1.�V -841.25 Ai! � 12 CHISELED °X" SSE BpLi F1R� HYDRAi�fi; NORTH SI�E OF CARMEL DRIVE; �27' ANp f�{�Q` � QF �lARK STiiEET. ELEV -639.85 ' ASf 7Bi� f3 ' qiiSELEb "X" �AST BOLT �F FlRE HYDRANT RT ' BQUiH CDRNER OF CIiY CEf�TEFi DRlVE AND CLARK SiREET. EL�V -84Z.39 Rs� ��a 20 GUT "X" EAST 80i.T OF FlRE HYDRANi Ai N�iTFIEAST CQRNER 0�' CITY C�1'1ER i�RiVE AI�� GUILFOR[} R4A[}. �LEV -842.39 ------� CAEJTION !! ' i'hiE LOCATIONS OF All �XISTI�lG UN��RGROUND U11LI11E5 SHOY�d ON iH1S PLAN ARE BASED UPON ABflVE GROUND EVIDEI�CE ( includEng, but nat (imited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SP�CiJLA�IVE IN NA7l3R�. 'TH�R� MAY ALS{3 BE OTl-IER EXEST1NG UNDERGROUND U1�L1�I�S FQR WNICH 1i�ERE IS NO AB011E GROUiVD EVIDENC� QR FOft WH1CH NO ABOVE GROUt�D EVi�ENCE INAS p�SER1f�p. TH� �XAC1' �OCATIONS OF SAID EXIST�NG UIdDERGRpUNf] �171L[�IES SHALL BE VERIFlED BY TFiE CON1RAGi�R PRIOR 74 ANY AND ALL CQtJS1RUC�lON. 1-8�Q-3$2-5544 CALL T4L� FREE -� INpIANA UIV�]�RGROUND - NOTES: 1. CONTRACTOR SNAIl AR07EC7 AND �JOT DESTROY THE PROPE#iTY CORNER MO�iUMENiS DUFiING GONSTRUCTiOt�f. 2, CONTRACTOR TO VERIFY i.flGATIQN, SlZE AND UEP1N OF �XIS�}NG f111lJTIES Pi�IOR TO COMMEt�iCING ANY CQN5TRl3C�lON. CONTACT Ef�{t�HEER IF VARIAi1RiV EXESiS. � 3. IF IT Will BE I�EC�SSARY TO RElOCATE EXISTING UT1L�11FS, iNE EXPENSE QF SUCH R�LOCAiiDN SHA1.1_ 8E TFiE RESPON��ILITY aF THE �EIIELOP�R. A!L UTILJIY POLES SHALL BE LOCAIED Wli'F{IN ONE �40T 0�' TNE PROPOS�D RIGMT OF--WAY. 4. F�OdDPLAIN STAiEMENT: THE SITE iS NDT LOCATEO WIh11N ANY Fl.p�DPLAIN, F1Q()DWAY, OR FLOODWRY FRI�lGE AS INDICR'F� QN THE FLOOD iN5l1RANCE RA�E MAP CO�{MUNIN PAI�EL NIJMRER T8057CO260�, DATEf3 FEBRUARY 19, 20Q3. 5. NO EARTH flIS�LiR�ING AGTI1�'��S MRY COh[MENCE I�THOUT APPROVED STORI�WATER MANAGEMENT PERMIT. P�PA� �� � � �' 9 � �� ONE SOUTH STREET, SUiTE 2800 BAI�TIMORE, MARYLAND 21202 O AMERICAN STRUGTUREPOINT INC. 7260 Shadeland StaUon � Indianapolis, Indiana 46256 TEL 317.547.55$U j FAX 3i7.543.a27Q www.structurepoi nt.cam CARMEL C4RP�RATE CENTER fi55 �i CARMEL DR�VE C�4R�E�, INDiAfVA 46Q32 � � [SSUANCEINDEX DATE: 12/19120�4 PRUJECT PHASE: DESIGN REVISIDN SCHEDULE NO. DESCRIPTI4N DATE � CITY COMMENTS 03/03/15 2 CITY CONlM�NTS 04/14/15 OWNER REVIEW 05/15/15 4 BID SET 05/28/15 � FlRE HYDRAN'� 07/Q7/15 g COMM�t�TS OS/07/t5 OWNER REVISIQNS 09/09/15 Project N�mber 2412.�0590 �VERALL EXiSTI�G T4P4GRAPHY 02012A059D.CORP.GE.C� O�AXTi'.dwa � e a a i� ; I � E j' 1� � � � �. ��, �� Ad joiner: �4�`� � _ � -. �' � � � ��� ��-- ---. ti Lakeside Center One LLC � ' --'� I I I I I I I � I � � � � r� `' ' ��� i � }` +� I : � I i � i� � � i..._. i_-..i.._i— i .L .i i i ' � i i ° i � � � 11 � � r ,• �nst. No. 2006000509� 6 -� L,� � ' — ..._.. — � �...� � I �' i � l;� � � � � _,�. ...i. .�i. .�. ,�. .,�. i .�i.. , . ; � ,._i ,_i ....� � � � � � !� 1 1� ' — — f--•; ' -//I-l� � . �l{` �� 'E .� _ -- (commercial) _ � ``-�-`�,� , � � - �+ �" � � L��` /j ,����ww���� ` ����r���� ���`�l'� i I .R._,� =�. � / � � � � � � � � �� ��.,.� �. �.....�_ _..�,..�.�... �� ��-� - �-�,� —.•;-_-- � = -.�... ,� " � � � i � � / _____�__.___�_.__----.,....,------------- ---..._._______.__.________ � 3 Q � 0 Q N U w U � � O U � � 0 0 N 0 N i � � w U a � 0 d 0 c� � � � U � Z � � � U a 0 � 0 � U � � Z Ca % � 5 % � z ¢ �' p i 0 rn � 0 % � a i � � U Z ¢ a 0 � � O z 0 z � m 0 � � � ¢ � � � � s � � 0 �- � a 0 M 0 w � Q' �- � �� �� Q N �,,. r �� ¢� �� M� zo a�. a , � • • �:-, ;,t-�' ^ l / � / % �/i r � / 4p ' •'� !' ' . / � � .� � / i F•. °oo � �� �/ /r% ! � � .� � � � �� � i'�� � � I l� �� j 1 �, �,� � � : ' ' � I ` �— - �--- - --____ _ —.-_ _ � .� � � ; �: � � , � � � ,. ,. / '� 1 1� . r �\ ��� " ��'�_` ti' � i� �r�� � �,� / % � I %� � �� � 1 � " � /li � � � l l4� � � ��� � ,�� / � � \ i� ~ � �� / j � � , � , � � �4' I I � -.. ��' ?a ` .� ` � ` ; � i f / � ' / / � / // / r � I �� `` '/\ . \ � � / � j ! � , l: , /, ry 1 .r�r ,.,�. ,—. .—. � / I �� _. __. _ � ��• � i� � � i �. _ � . � � / f / � / .:.,� � �� ,� I _ � _...—��,-.� , �= � � � : � `� �.m.� � .._. �..... ._.... � ...._ � , — � ...,. ..� — ��-�..» = — -� � ...� � .�., — � � �.� �, � �- � � .� �� ��'- .� , .o..._ �����....�._.. � ~- � • ` ------ � I � ���` �i���' ` i � � �� _---------__�_ � � .,,, CARMEL DRIVE � � � �� �'--�,; `�`�� `, ., Cunre €�ata----���� �' e � 89'�48'08" 1 � � �public r/w} � '� � -�� +�� �`\� R � 24QD' 1 � ..s..... �,� ��� �`�,� ,.,�...-- ` � , , / / � ,�, �` . % � " �r , , � % r � ' �l �/ � � , ," `,i � j� / � � ,� °O�vo / / / � ` / ' ` �� 1 � � / � / O��OO ! �� / / - .. � � � �� � i � � = �'��� � � - ''- � `� Ata co Carmel Ir�c �� ` % � � � �8�.�tN � '^ i�J.�i�� ��_ ..�..� �� - - - - - / j '� s�a-� �r-� r�-� m-� �arr� �-� �-� ';;'� -- ---- --- -- �� 70' fi.fCTRIC EAS�Ii to� nR�rr,�c� a� PROPOS�D ununr ��rr �U#LDING MOD1F�CAl10N 2a' DRAJNA(� � FFE:839.54 s���ruK e�ar �' u�unr EASElulE�di' d � ��..;�.,...:... �� -� �\� p � � /�, , ,� / , / / / � �`� �'`" .�,�. � ' � �'��., � .� � Inst. No. 990992�689 � ; , �, `�' � �' ; / � � � ` C� -- _ �-`--- _ �,�, _ "`� Ca�is�ucna� �� '��.i�� � ' rr , ; `.� � � ,� � �''*�. / /� / a� ` �._- � + _uM�� ��} � ` \ ��� �`� \ � i� `/ � \♦ % I l� I ...... _ _ _ o � � �-�. - ':_,,. � ., �� � Ad'oiner• �� �` _ `''' � \ �`. � �� �, � ���� �� = �� \ �� ���` � � :i � ;,� �� `� � � `•��� � \ ��� �, ��'�� ��`. �a,� o�tfl `. �`�� + 20' �RAINAGE ,� ��, � \\ e - s3�a'o�" �� �� z �� UTIlJTY EAS�d�i+11' '�• \ � R � 810.00' ��� `�� ' ��• • _ � ` � � T = 375.63' � ,.;. .' � � ~ j� ` ` L � $7250' � � �� ♦� ��:, � � �t� � � � �C � 83&.98' � �� �i. , �o� � �`, (�RG � �158'55'00"W � `• � '_ !�' ����� \ �� � \�\ _ � � � � . � -�'� �� � ♦��\ \� � ♦ � � � ♦ � `�- � �� , c; . •� � �--,, � � �` . -^ � 1 ` _ _ ...�� `�yF�'� o��\ \ , _--_-�_ r___ .� �, �� �\ ` � �� 1�,, � '�, '�, '�, '�, �`�, �, �i � J �,� , � \�. �� ,Lw�%� � � � � , � ..._ _ _... � ` � �\ ` � \\ � \ ` � �� � � � � �,� � � �, � � �, ,� ��\ � � i i i i i i i i i i i i i i i i i i P�� �~ � ,' I \\ i i i i i i i i i i� i i i i i i i i ��,� � 7�.� `� '� �---�---�-,�-a -�--�--�--�--�-�-,� -��--�--� ,�-,� ��-r� -� � � B r i i r i i i i i i i i i i i i i i i i i�� �� �~y� �\ � � r � r i i r � i i r r i r r � r r � i i r r ,�..�.�,.�� �� � i � r � � r � r i i r � i r r r i r � r r f / \ � , � . � . � � � � � � � . � � � � . � � � � � . � � � � s�.� ��,� I � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � $ � � � � � � � � � � � � � � � � � � � � � � � � � � � � `�� ti ����,.�,�.,����������..����� f---'�--'�--�—�--�4—�--i^--�—�----1r—�--�—^��a,.��_�.,.. �—�--�--�•_-�_ �-1,.._>.—.��.�--L-�-�-- r � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �` �` \\ \\ `` \\ �` `\ `\ �` �\ `\ �\ �\ �\ �` �\ �` �` �` �` �\ �\ �\ �` �` �\ �` �` � ti �"' (�� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � �"-s�x'� � i � i i i i i i i i i i r%-�i i i i i i i i i i � i i � % % / / / / / / / / / / �� ��'t'"�''` � i �� �� i i� i� i i i i �� j� i i i i i i i i i i i I �� � I �J,,�J / / / I / / I / 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 i i i i i i i i i i i i i i i i i i i i i i i i .�+�� \, � '� ' r' �;'�''� ' ' ' �'`� '� ' , �, ,� �� � r%'� � ,� r�'i `,'� i i i i i i i i � � � � � : '� ,� ' : r� ` i i i i i i i i ... �wn er: ���-:��...� Atapco Carme[, Inc. , ,. ;'� - � ~ ��""� ������.r� ..z `� l � Carmel Drive Storage LLC , � ... ., ��� , , �:. ii ���� � � � {commerc�al) '� / .,. IY'!� °�o � � / / \ . •,. � a / „•� ��-� \ .,,� •��• � ��� �� o / � \w� ,�: o��� / ,,.:" � �� / ♦ i/� x' � �� � .* / � � �" � ` / ' ��/ ' / \ � ' S. �/ ,�., � � 4' \ t�� /�� �/� � � � � � o°// \ �� p�i .r,:�r'�� r%' � � � � � � � � �� � ; ��/. / � �� 7- a � "'� � ♦ . � �� ��f � ��� �� �� �� �� �� �� �� �� �� �� �� �� �� �� .� �� l n s �. N o. 9 5 41445 �� �� �� �� r� li� � � � � \ � \ � � � � � \ \ \ � \ � � � 1 � , , , � � � � � � � � � � � (Trcact 3} � � � � �� � • t � � �__���.�a._.-a_ �-.._�_a.,....�_� L�i_.)....,_� �—�+---�—�—�-- ` j�ff I � � � � � � � � � � � � � � � `�-� � � � � � � j1� + � �`� ��` ��` ��` ��\ ��\ �� �� �� �� �� �� �� \ �� �� � � co m m erc i a l ) �� �� �� �� �� ����� ��1� � � � � � � � � � � � � . � � � � � � � � � � � � � ! � � : f � t E 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 �� � �il ��-i �'i � i� i-i -i -i �i'� i-i -i �"i 'i�i"� i i-7� i � i i-i T i-i~it i i i i`'� M �� ��� �/� %,/� i, i/ i i i i/ i i� i i i` i i i i/� ��� � � i � i � i i i i �� � � � �� �� � ?', � � � � .. ,.� � �., � � s'x2o' cotac��t� � t -�, �, �, �, �, � � i � , co�u�tc �An �o� �N�r �a...�..� � , � � � � � } � � � � � t � � � .r �� � � y` I � f � p 1 — _... � � — � �. ._ � � ._ _. �,. — .r. — _._, � � _.,. �.,. — ._._ — .._. � . 5` ~! i � ��d�a�mww�����matm��t�s�— �� `� ti88'S9'30"E - 635.88' , �1 ��: � ✓ . �� �% /� 4 � - � - . ------_..�.- _ � � ��_� i . .,,_ J � � � \ .CQ'� ,'s/�� � �� �, �� ; / �-�,��`��/,/ / ` `Q � , � � ;���� i // � `� �` �� ` � \ `.� �� Ad joiner: �`\ ��� \ 598 W Carmel Drive LLC \ �� `��;� � {commercial} � � ' ``\� \� ��\ \�� \ ` . �`, �� � � ` � � �� \ . \\ \ \ ` \ `` � , � i ��\ \ ��` � \` � / \ � , � \ \ � �\ \\ ��; �� � � � ,� � \ � �� � � � � \� � � `��� \ � � � � ,� � � � � � �� �1 , � , i � \ �� \ � � \ �� �` i � � ` �, � � � � � \, `\ � \ � i \ \ t �` �� � � i � �� , , � . � . � ��\ \ ` \\`\,�� / � � � \ , �� � \ `� \� � ,� :� \ ' '�, �� \ � �. ,� �a \ \ � \ � � � �� �, � \ \ � � �� � �, � � �\ �� $� ��, ��\ �\ � \ � �� 1 � � r� �� � � � � \ 1 \ \ � � �� � �` �� �,�` \ \� �\\ ; `,\ �\ , \ �\ � � � � ` �� ,� � ` \ � \� � � �, �. � � � � ���4 � \ � �\ �� - � \ � � �� �� ��� � \\ �' �� � \ `� � �� �� � \ �' �\ \ � � `� �� �� � � �� �.�� � \` � �� �� \� � � �.��� �\ \ \�, � �� �� �� \ �. ; �� � \ � �` � � �� .��x/ ���. �\ � \\ � �� ,�` �� � \ � '� ''�� ` \\ \ ,� � ``�� `,� \�\ �� \ .� � � . .- y� .- � � . •� � ,,� \ � � � ��� �' �� � '��' \� \ ` � `�� `� ��� i �'���i,C�i��� �\ \ \ �' �\ \ \ `` �\� � /' ,, .�' `'� � \ \ � �� � ,� ��� � i / '���''��i�'� \ ` � a` �, \ \\ \\a � � / / �--� L-' �. � \ \� �� �, \\ �� ti..- �`' / . �y � . �. � �. � ` � � �\ � � � /'c . .� .�' k'� � � \ � � `. � _� � . .�� � �'� . ` �..R�. ,.��� '�'�'.�; �'.' �\ \ \ , � `�� R � 580.OD' \� � \ . � .-,, -,, .��,,-;, �� j �,� �� � T a ��.�� ,\r�.� � � �� ��� . � �� �L 53.98� � ` ' �. \ � \C � 53.s4 � . ; i��� �� / / � � CBRG`� N29'59'54"Yf � ,�r .� i \ �� � �`� �� � � � � \ ' �� .��� `\ �� � / � �� \� \\ � ` .�'��.�'� � � � .-'��y ` C� � �� �. , � '� �� - \ � � \ �� �� . .� � /� � \ � \ � / ��1 �^ \ \ a�_�� i_� � 4' "� 54' 1 QQ' SCRLE: 1 �=50' LAHD__�ESCF21P71�+i: BLOG'1f 8 IN TF�[E FlNAL 5�CONDARY PLAT OF CARMEL SCIE[+�GE & T�GHNOE.QGY PAfiK, AN ADD1�i0N IN HAMILTON COElNTY. INDfAfdA AS PER �NE PLAT T1iERE4F RECORi]�f} NOV�MB�R 20, i986. IN PLAT BOOK 13, PAG�S 76 AND 77 IN fiHE O�FIC� OF THE '' RECOR�ER Q� HAIti{fLTON C4UNTY, 1NDIANR. IF� � � r� � � o COriSTRUCTION LIMiTS �AUTfON !! THE �4CA71QNS QF ALL EXISTtNG UNQERGROUND UilLlilES SHOWN QP! THIS PL�11� ARE BASED UPQN AB01lE GR4UNp EVI�ENCE { including, but not limited to, �manholes, I�lI8t9r valv�s, pnd marks made upon #he ground by others ) A�lD ARE SPECU�ATiVE IN NAIUR�. TFIERE MAY ALSO BE OTHER EXlSTING UNDERGROUND tJi1�TIES FOR WHICFt TH£RE iS NO AB4VE GROUND �Vl[3�NC� QR FOR WHICH NO ABOVE GRQUND EVIDENC� WAS Q�S�RN�D, THE EXACT LOCAT�ONS OF SAED EXlSiING UND�RGROUND U3ILITIES SHALL BE VERlFlED BY iHE CQNTRACTOR PRIOR I TO ANY AND ALL CONSTRLiCilO�f. 1-800-382-5544 CAI1 'if3LL FR�E - IN�iANA UNDERGROUNQ - � ' 1. CONIRACTOR SHALL PROTECi' AND NOT DESTROY TH� PRQP�tTY GQRNER MONUiNENTS OURiNG CONSTRUC110N, ' 2. C4NTRACTQR TQ VERIFY I.QCAitON, 51ZE AND �EF'1N OF EXISiiNG U�iLlnES PRIOR T4 CDtutI�ENGING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIA7IQN EXIS75. 3. [F IT WILL 8E NECESSARY TQ R�I.00A'I� EXISiiNG llTtLITIES. THE EXPEIVSE OF SUCFI RELOCATION SHAL� BE TH� RESPONSlBIL11Y OF 1NE DEVELOPER. ALL U11E�TY PQ1.ES SHA�[.. 8E E.QCAIED 1H�iH1N QPiE FOOT OF iHE PR�QSEp RIGEtT-(3F WAY. 4. FLOOpPLAIN STAiEMENT: THE Si1E 1S NOT LpGATED WIThIIN M1Y F��O�PI.A1N, FLOODWAY. OR Fl,.QQDWAY FRkNGE A5 IND[CAIED ON T�lE FLOOD INSURANCE RATE MAP COl�MUNITY PANEL NUMBER 18057CO264F, [JATED FEBRUARY 19� 2A03. 5. NO �ARiH DfSTURBING RCTIVITIES MAY CQMMEI�CE INIINOU7' APPROV�€} STOR�tWAiER �IANAGEl�ENT P�R�IIT. ��� F� � � �� � � �� ON� SOUThi S�RE�T, SUITE 28�Q BALTIMORE, MARYL.AND 21202 O AlNERI�AN �TRUCTUREPOINT ���. 726fl 5hadeEand Statifln � lndlanapolis, Indiana 48258 TEL 3'�7.547.5580 � FAX 317.543.0270 www.slruclu repoint.cam CARMEL C4RPQRATE CENTER 655 � C,ARl1�EL DRIVE CARMEL, IND�/�NA 46032 ISSUANCEiNDEX DATE: 1 211 912 0 1 4 PROJEGT PHASE: DES�GN REVISION SCHEQULE N�. DESCRIPTION DATE � c�rY co�M�r��s o3/a�/�� 2 CITY COMMENTS �4/14/15 OV�fVER REV[EW 05/t5/15 4 Blt� S�T 05/28/95 ; FIR� HYDRANT 07/07/15 g CDMMENTS OS/07/15 owN�� ��wsiarrs os/os/�s Project Number 2Q12.00590 ovERa�� SITE PLAN , '`, '' 02012.OQ590.CORP.C£.C24a.OSP.dwg � a�.��.t = Tha araa schedulod for c�structi«t is known ae 'Carm� Corporate Gonter" {h�rotnof#� refarred to as #he "Project'). The proprrrty 1�€ [ccated aoutheasi af the tntersect�on af Carm� Rriva and GuAford Read En Cartnal. lndiana, at a latlkude at 39' ST' S2' N a�►d a longitUdo af BB' p8' 22" W. iE(iAL �IPTIQN OF F�ltOJECT SIiE: �odc 8� ihe fGt� Smcandary Piut of Carmei 5oiatce � 7ochndaqy Aark. ort addltTon �t H�n�kon Courtty, lndt�c as por tho plot Eha�eof r�orda�l Navr,mhor 2D, 1986, In Ptat Baok 1�, Pag� 78 and 77 &► tha office af ths record� of Hnm�ton Counky, Indi�a. i. ��zaaa�c ur�irc�oo� (�wck 05i202Dt08��F0 2 IQ+ENTIFIC/ITiON QF Af.t. RECEIVIi�G WA?ER�''a The ult�mate rocetvEng wat� Is Carmet Creek. 3. P(� COt+lS"i�JCTiON AND POST-Q0�1StRUCTiOht �STII�A'tE OF PEAfC tiISCFlAfiCE: #'ra-cansisucti� 10-yaas dSmcharge: 31.27 afs ort-c tFon 1Q- r e: 29 Ot P a'�atrua y�n dEachorg . ofa 4. SPEC1FiC POINT WF� STORMIMATER DI9L'�iAROE 4�ALL LFAVE 7HE SiiE: Stormwatar� draEr�age trom the atEe wtll be conveyed 6y the exieting storm sewer eyatem. 8. 1�17iFtC1AT10N OF ALL F>OTEtiTiAE. €iiSqiHFit3ES TO qtOU[�0� 1YAlER: The�e are no lacaticn� on slte whore �riaco wator may 6e dtachorgad tnto graund water. 8. SQILS �IAf� INClUE}INti SOIL �IPitON AAlD !#YITA71� Sntl tnformation fram tfi� cou�ty SoA Survoy fs on the Froaton Contrai Flan. '1h�e �Ite ha� 8rodcstor� s�lty day loam, Cro�by a�t loam and Sh�al� alit ivam. The sulta�bllEty of #h� �o[Is f� dweilfnq� with�t b��ment� cre vary limtted. Th� cn-»aEte eall wEll 6e treoted aa recornmanded by tha geotechntcal engTneer If th� condit[one are unaultobfe far c buEldtng. Ra�n$cital treatmenta may tnclude, but ore not IEmfted to, ra�nova! oi unwltabte so[I ond backfii[fng wlth �gtnearod rnakerlaf, Instaliatian af a gsotabrla within or und� ths flaor eyat�, or treatment of the subqrado with lima The wltabktfty of tFi� �otta for IxaE roada and etreets (� very lknited, Th� on�»efts soii wHl be tre�iod as recanm�ded by the geot�hnic:al englneer If tha conditiena are un�uital�fe f� the {►ovem�t ey�t�n. R�nedtaE treatmertts may indude, but ara nnt IknTted to, femowl of uneuttable �oif and bnckfliling rrlth �sgineered rnatarlal, Ineta[iatiorE of a genfabrtc wlthin or und� tha pavernent ayetom, or treatment af the �6qrade wlth ltme. 7t►n nuitpbEltty of the aolla for lawna �d Eundscaptng are very limltod. 7f�e cn-site sofl w111 be treatsd as recommendad by tha geotechnica[ engTna� Ef the condit[ons o� un�itabfe f� lawna and landacapinq. Rsmedicl treatmente may IncEude, 6ut aro not limitsd io. rornoval of unwltoble aoEl and back�llEnp wtth angEneered matartnE. � Qther muitahltiiy or Ilmi#attar�a of khe aott far #he other daaaitfcatian� of u�e are not oppllcabta to this proJect 0 � 7. �p�a� c� �x�n� �urr��t snu�c� �an�n r�TM �uc�ar� �wn�s: � The iotlowTng pot�ntial pollukant sourcea may ti� aeeociatec! t�}th c��ctlor� activltlea an ei#e: d N t. kfakerial akorages areas (mare ��iticaily dascrtbed befaw). � U 2 C�etructlan waste matarlal. � 3. Fuol etorage arcas and fueilny etatlona. U � 4. F.xpased eolla � 5. Leaktng v�iden cr�d equipm�t� U 8. Sanitary waate fmm tanparary #oIIet faetlltlea � 7. Litt� u� & YPindbEown due�. v 9. SoIE trackfng off site from cqn�tructEon aquipmen� N N'Ihe followTng constructi�s rrsat�iala w81 ba eta$ed or atorod on alk� at vartous potnta durinq developm�t of tha elte: % � iD. Si,vcturaE fiiE. � ti. Road Sqse. z t2 F�laeiic draEnaqe pipe. U 13. Water mato p[pe and appurt�oncea � 94. Concrat� dratnaga ptpa. Q iS. Cancrete cutv�tt-Ee. a 1B. Pre�cast cancreta manholas. � 17. Rack rtp-rap. O U 8. 7�l�QRARY /WD PERMAN�NT 5'1�1 WA7�R Ct1ALF1Y �IEASUEi�S � w � Temporary Mea�res: ¢ j 1. �ian Cw�tro[ Blanko! � 2. Sflt FenCb �z 3. Tomporary Sesdtng � 4 Infat Protection � U o Parman�t Men�ure� � 1. Existing Dokant[� Paid F 2. Vagetated Swale � 3. Perman�t S�edtng � S'iA7E Mlfi FF,pQiAL 4VR1� QUAU7Y PEFti�llt5: U / Nona are requErod f� thlo project � 5 �ocknc�. r���a��, sa�cr�tcA�a�s, iwo s�sr�� �rw�s o� �►c� s�nwaw�� ouwn� ��nsu�: / � Ref� #o the F.�o�fan Ccntrol Plcn for IocatEor� and Eroaton Car�trol Detaqa f� dsta�a z ¢ STA�,E (�NNSTRUCii00+1 ENTRANCE LQGA11flPf5 At� SPEqFlCATIOMS: � � Refer to the Erosion Gonkrol Plan far locatlon artd Eroslat Con4ro[ detatls ior deiatla. � o SED�lENT COMIROL �tEA� F�! SFFEET F'LOW AREA� rn u� . o Refer to the Era�lan Ccntro! I'lao for locnttone �d Ero�inn Contrd Deta�� for dmtoRe. N .�- S�DEAIENt' COh1TR0! I�EASUit�S FQR C�FC�I'iFiAiID FLOVY AR�IIS: 0 N � Rof� to the Eroston Controt Plan for lacattons and Eraelon Ga►trd patatls for de#u�a a � Si0Rfi�1 SE1V�R INL�T PRi?lEC'RON l�tEl►StiR� IACAl1�+15 AtiD a''PEqFlCA1tON� � � The contractar ohall tnstatl ths prop� inEet prateatlon fn eaah iniet Ref� to the Eros1� Contra! Pfan br locattone and ref� ta EraeTan � Contro[ DetoUs for deta�e. � a ttuNoF�' cx�Nnta. 1��R� a � Silt fence witl be Inetalied arat�nd the perfineter of tt�o elte wh�e rur�of! could pol�tEally I�ave the eite. Rof�r ta the Eroaion Controt Plan � ior locat�on� und �rae�� Cc>rttrol Dotatla fa� deta[I�. � � sro�w�� oun�r �o�cna� s�c�c�►nor�� T z Refer to the Eroaton Control Plcn f� locn#fona and tha Erastcn Controt Dota�s for detaEls. � � � S'F'ABtlJL1'I'IOpi S7iK1C'N� LOGAIIQNS AN� SPEpFlCA'RONSr } � Refer to Eroslor� Contrd Rlan for lacailon� and FXoelon Gontrol Datatla fw dekaEl�. � � s�ou� ��Na sroRr�w►��x cx�wnr r��� ���u��r��to�: a w 7he exleting detenttoo portd wi�E cbniinus kn funafion during and aftor constructlon. Th� permcnent eead[r�g and vagetated awala wpl remain I� placs as pertnur►ant teature� aft� ccns#ruction ia completed. � ¢ � lAONii'DRINti Ai1If 1�IASkiiF?IAtit� t�lifUEELEENES �OR EACIi PitOPOSF� 51'OR1�4Y�ATER GlSRL17Y �IEAStIRE: N � In�pactEon Schaciul�Rnnc�t[ng: 0 r' All Empacted areae, aB w�Ei aa alE �aeton and sadtrr�ant car�trol devlcea, wtEl be in�ected every seven (7} Golandor daya and wEthin 24 houro Qftor a ratnfall Of1 � of fl.5 tnch ar qreatar. YVh�e sitas have been Mal ar Eanpararlly ata��lxad or on eltea where runoff Is unEikoly d►ta to wfnt� aondittons (e.g., slte I� cov�ored Nwith �ow, Ica, ar iraz� qrnund oxiata), �ch En�sct[ona ehall ba canduoted at E�ast ance ev�y month. \ o Inspect[ang �h�l be conduated and a writk� r�art pr�ared, 6y a daeignoied and qualified pe�sor� famH[ar wEth ttia USE�A NPpES Stor�r� Wat� Genaral � Permit, thla SWPPP. and tEie Pro,�rct, +s] In�ecttanr� orte shal! be compEeied fndudlnq acope of ttie inspeatlan. name(e) �nd quallficatTona of p�onn� moktng the in�ectTon, the date af the ¢ tnepacfion, abaervat�one re�attng to tfre Impl�xnentatltin o# tha SWPFP, cnd any act[a�a tak� as a roauft of incfdente of noneompllanee net�l durirtg the ai o inepecttan, The irs�octie� report �ot�ld �tato whether fh� stto wae fn canpltance or id�tffy any incide�ta of noncomptiance, The aontractor �alE kaep a copy of tha En�actfan roporEs on elte and pmmar►�►tly far a pertad af twa yeare f�lawtnq aonatructlon. iha on-aite reports moy 6e req�eatod by F- inep�ofiort� caiduatad by the local Satl and INaker C�e�v�ation Dl�trla�. � ��stn�r�#t�n Fni ��= �� LacaEtons wh�e rrehtclea �cit #he atte eholl be Tn�ectad for evld�'tce of off-�tte eadfrnent tracking. Each cantractor aod eubcor�tract� oMatl ha re�onaibfe �� for maEntufning tha Construction Fntrc�nca cnd oth� controfe as daacrlbed In thie SWPPA. tr � T �� lnepsctore muet evaluaie ar�a ueod fvr aiorage oi rr�at�tala that are axpoa�i to precipltation, 7T�e purpaoo ls to er��ure that materlale are protected Q v and�or fmpounded aa that poiiutenia cannot �ischarge fram etorage areaa. Ofhe1#e rnatertal etorage areaa used ealaly by the subject prajaa! nre �� can�ldarad ta be part of the proJect and muet ba f�dudod In the ervelon contrai p(ane and the site in�ection reporta �� �a a� � a. �(� 5tabtltzatf� Ins one: 5eedad arece w111 ba tnapect� to canRrm that a healihy startd of veqe#ation i� maa►tatnad. iha ettm hae achlav+ed itaal �tabEiizat[an asce alt araas ara coverod wlth pawemr�t ar harro a atand ofweq etattrm wttti at leaet 70X of tMe hackground vagotatlon dtrnotty. Tho d�slty ot 707G or graat� must ht matntained ta bo conslderad am �tabttExad. Tha �s�ator ns th�Tr rc�sre�tattvo wEIE water. t�tNixa, c�ns! reaa�d dt$tu�lsed areaa as needod to achio►r�e thlo gocl. �et���_Sed[ment Con�,,,lARfi,lii'��ona: Wf c�entrols should be tn�ected at leaat atae every aavar► {7) cal�dar days and follawing any stwm evani oi 0.5 Inch or graaier. The foticwEng Is a list af Inspectlon/maint�ance practioes thai wii{ be ueed for apaciflc controls: 1. �aotextileef�rosion Control Mate: Mlaetng or iooee matting muei be roplacod or re-an�orec3. x Z. !alet protoctfon: Se�diment should be remcvod whert it r+each� approximatdy ono-hNt tha helqht o( tho fmica. Ef a sump le used, sadtment �ou1d be remcvad wh�s the vdumo ai tha bas3n ls roducad 6y 60X 3. Diverslon Swcle� Claan d�rEs or other obetructlon� a� ne��d. �amage fram �torms or normaE canat�vc#lan actEvlils� (f.a, tlre ruta) ahai! be r��lrad Imm�dfotely. 4. MulchEr�q: (nspect f� thin or bare spots cauaed by rtataral decompoelttan or wenther�related ovante. MuEch In htgh traHtc arav ehould qo r�laced on a rmgu[ar 6asiB to maintaE� t�nlform pratectton. 5. Ssdiment Trop: Accumulatod atlt ahall ba remowed and tEte basln �all be roy�ard�d to its arlgtnal dimonsTona at �ch palnt that the capnaity of the impnundm�tt has h�se sociuoed to ons-halC oi tis o�q4nal skcuage capcclty. iha r�nov�d �d1ss��! �t►a41 be atackp{Sed or sedlaSributad tn arear that are prot�ated 4rom eroet�. d 8. SeQlmant Bas}n: In�ect iro�uent� to theck for damage ar�d to ea�uro obatructtona aro not d1minTehFnq ihe ef#octivaia'a of the structura�. � Sodlm�t ehall 6e romavad and e basin �halE bs rnqarded to ite origfnul dlrnenaions at such polnt that tho capaclty of the Impoundment hoe bavn r�cluced ta 24X af Ike crlginal �tarage aapacfty. Tho ramov�d sedtmoa�# �►all be �iocicp�od ar redietrihuted In aroae tFiat aro protactod from �rpalort. 7. SRt Fenos: R�noval of 6utlt-up aedlment will occur whan tha �dtrae�# rapc�►ea oas-ihlyd the heiqht af the fence. 8. Skahtl[zsd CanatrucEton Entrance: Periodfc regard�tg and top dressing wi#h addltlanal stonea. 9. Straw Bale� Raplara otraw bafea thot show �igna pf deterEarattw�. w ta. Vegatatfon: Protect newly saedad areae trom exceasivse runofl and #ratflc uottl veqetatton i� establtat►ad. Esfab[Ish a watering and im�tfizing schedule. 11. Gaod }tau�ekneping: Lltter. conatniottar� d�rta. and oanatruciton chemlcaia expased to atarmwat� ��II be prerrented from bec�ing a pnllutant so�rae for etormwater dl�charg�s thra�gh screening of outtclls pnd dqiiy ptdwp of Itttar. In the ev�ant that eedfinent e�ccpea the aonstructton sEte. ott �tto accumuE4tE�e af eedim�t must de ranavod at a fraqttency sufftatent to mtnimixe adverae �rnpacte. M example af thi� may bs the �ituatlon wh�� �flm�t haa wash�d tnto #he atraet and could ba ccrrtad inta th� otorm eawera by the ne�ct rainfail ansf/or paee a safety ha=ard to usa�e oi public afroete. A�Ia�iflcatlonr�i,n,YI1AIt,ns tQ_sv�F?PP: Bqsad � In�pection roaults, any neceascry modfftcation to thta SWPPP shall be implemented wiRhin sov� (7) c:aE�dar da� of the Inapactlon. R madlRcatior� Is naceesary it a contro! measure or o�craticmal procedura doaa not provide adoquate poluta�t caikrol. AEI rerrfslons �fsaft be recordad on a Racord ef RavtaTons withln sevan caEandar days ot ihe Ir�speott�. I# �a the r+�onelbtllty of the �eratar to maE�taln offective pollutnnt dt�charge c�trala Physlcat �ite ccndlttons or eor�tractcr/�bcantracta practices could mako tt noces�ary to lnstall more c�irols ihan wa�a orlgi�ally planned. F� axampla, locatizad concentrations of �urface re�noff or unu�ralty ateep areas could requlre addttTonol �llt bcrrier or atha' atructural oantraia Rsse�afng #he na�rd for �d Inetalling addEtlancd controls wtEl ba a caitinutng c�traotor/a�bcontraaEar ra�onaihillty untii Tinof etabilizativn i� achieved. Gontructare and eubcantractore Implematting thls 5WPPP muat romain alart to tf�e nead to p�uiod[colly rafina and update thta SVI�PP In order ta accanpli� tha Int�ded goals. Wetice of TerrnlnnlTnn� C.ompliunce ot tha site wilh the G�orcl ConetructEa� Permit remaEn� #hs re�{ronm�tlity af oll op�atcxa that harre suhmittod an NOi unt�l r�ch ttmo as they hava �ubrnittad a�totieo of Te€sn�natton {�t0'4�. Tha parrnittao'a outhvrixatlon tv dlschorga under the G�e�o4 C�etr�otton fi�asmR tennlnatea at raldnEqht of khe day fhe HOT Ea slgned. Alf permitiesa muei submlt ori 1�pT wiihin thtrty (�) daya aft� ons or more of ti�e foflowtng caidttFaie have be�sn mok: 1. Flnal sfabEllzatlon hoa baen achisved an ati portlon� of iho afte for which the pe�rnittoo waa reepon�Eble. 2. Anather �erator/permtttee hae oe�ummd control o�rer oli areaa of the aito that hove nat ber�n ffnally sfahliizad. 3. In rasid�ttaE corse�trucd� aperatton�, t�n�sorary stabtflzation hua b� campteted and tha residsnce has been transi�ad to the homeawnm�. �wpnar a� �a�m �sr �rnucnar sra�w�� auwn ��u� ��p� ,�reae and vt�etn��� ale• Top sa[I will ba ptaaed fn lawn areas end s�dad wlkh qta�s artd gmded, not ta excaed 3:1 slcpem. proipoaed land�caps treeo and ehrubs wAf afoo bs addod. Thase► bio araae wlil act ee a natural ftlier atrip to h�p impraver etorm woter quaH#y. The veq�tated nroas wi�E alow the ►�oclfiea vf aiarr� waier rvnoff, reduce ead[m�t runnff, and reduca pr�fans aaaocioted wlkh mud or du�t fro�n bare aoif�. A!E of the atta dratnage wi11 be dtraatecE fhraugh #he ettiating detantlan sy�k�n prior ko dlschnrqe. Tha dekeritl� pond mrcoumgaa sadErn�t �emoval by provldtng moro ttme for settltrsg and tnftl#ratTon ta occur. Gaad Houee�cce�ptnq mea�urea such as regular atreat awsepfnq, Inst�tat[on of traeh receptacfes, and reductEao I� iarttliz� a�ray can be t�c�parated 6y the otlmor a�d/or accupan� �oc�nar. �s�o,�s, :��a�noa�s, �n tx�sr��tcn� o�rN►s � �c�t �w,��x Quwnr ��►su�: The followtr�g iterr�s are stormwater quality maa�res thct are sithar exl�t�g w wHl 6e instatlod durinq co�tahuctton. 'fi�ssa ttema w�l resnoln Tn placa after conetruatlon la complet�cf and are canaTdmrsd to serva an Incid�tal tunctlon an past-cor�struction starmwater quality BMPs. Grc�� Arenn ��veae�j„ sveai� Grass areaa ond o vegetated awale wEl[ be locatod thraughout tho atte and will act aa a nctural filter strip to a1d in stam wat� quallty. F�ct��En4�LtsuItJRR P_Qn�: Thara la cn e�cieting det�tEar� pond located cH-site eauth of thd properrty. �P'ROPi QF iAAINTEMANCE f�tiDELiI� FOR PQST-CONS]REJCiiQN STOR�IN►ATEf4 WALiTY I�EASIJRE"�" Malntonancs rec�iromar�te for the ve�etatmd ewalee, which trlil remaln in place after conotructlon I� completed, ora deecr[bed bmlow. a Post constructian rnain#enanae requtremanka ior theveg�tatad areae are to incfude parlodia lnapoctlon as needed or at IeQat aw�y atx reantha. Sedim�st aholl be dfsposad of off stte In aoaardance wEEh otl appllaable 1aws. Areca that �aw afqna at e�rasfon ahalf be atabtltzed with ero�[on COf1�I �IUiti��f Qfld�or eaad as necessary. Rof�r to tfi�s Op�ation� and MatnEenonoe Manua! for dataEiad inepection and ma{nte�►onaa praceduree. 9. S'£�fENCE DE9CRI�NG STOR#11NA7FR Qt1A#JTY I�ASIlFt� IAiF�lEhtEhTATEO�t Ft�LA7i1� '1"0 LAl�[D-WSTUi�tNEi ACTiV1itE� 1. Schedul� pre-cc�etruokion meetinq wEth City of Cartna Engino�ing OffEce at leaat 48 hr� prlar to lortd dioturtanca. 2. UttlEze the exTsttng canetnictlon e�france ior inotalfatton ot tha parimot� �llt fencei. Add atone If ne�de�l. Past the N� at the �trance. Add protectlon meaauro� ta �xistTng infeta 3. Inetalf ekaqing ar�a, fu�Eng otat(on, material storag� orec end concrate truck wa�houL 4. O�nclteh huUdinqe ae Endlcatad on �ans. S. SErlp the t� �aoA and grada B. Camplete the cut and itlls on the �ite. FTnal grade and etabilize slopos wiih oroslon contral blankota. 7. P�ior ta buRding c�nstnictlorx inatafl stana �rface for paved oreaa 8. 8uilding pads lafi dorrsiant f� mara than 15 day�, muat be trwnpomrlly ee�ded. 9. Start buNdEnq constrncttan. in�tatl staqEng crep for bultding mptertc�n. 10. Inetalt ekarm sower end other uttlitlea Provlda infet protect[on Emmodiat�y upon completion of the Inlet and in�tcll ri�rap outEeE protaction prior to 1n�talling au8ete. FtnaE grade und stat�illze �opes when inlets ara funottonH�g. ii. Saed tha pprimeEor of the a1t$. 12. Complete utMlty Inntallail�� curbe, pav[ng, and huilding corratructE�. 13. lnatatl landecaping plant m�tartal ond atab�ize aft dieturt�od areae. 14. Remorre all erosEorr ond aedlm�t ca�fral practicea when area� have a unifcum graa8 coue�: �a �oc,��oa�s t� �a�os� �� sroc�cP��s �o/az �ow/�spas�.: Excese so� ahail be imm�latefy etockpl4ed and saeded and/a� rpmoved fr�n the canetructton slte 1n uccardonce w�th all applk:ablo laws. Tha stockpile area wtll 6e Ivcated ar� the eastern port[cn of the olta. 11. iFJ�IPOR�ARY giiRFAt� S'fA�EJZA7E0N A1Eiti0DS Mi�tOPRIA3E FOR EJ1CH SEASON: Refar ta tha Erc�tcsn Contrd petaEle. wiihin the Seaeonal SoiE Protectlon Chcrt PERMMIfNT SURF'ACE 5iA8[UZA'ItON SPEqFICA'IbA[� A. LooBan lawn ar� to a minfmum d�th of 8 I�chss. Attx sop am�tdm�� ar�d f�'tlElz�rs wtE�► to�saoit at �atea �acffled. �anlc BcEi ame�dm�is euch as peat, campoa! or mcnure aha1E 6e applted pt 2' daptFi av�ly oYer soif and lncorporqtad [nto the top B" af topaoll. Provlde ferti�izer with parcentag� af nitr�rgars raqufrod to provlda not less fhan t pound of actuaE nitroge� per 1,(?00 sq. R. of Eawr� araa and �at Eesa than 4 percent phomphoKc acid and 2 porc�t potasal�m. At iaast 50 parcait ot nitroqen to ho orgnntc form. Delay mtxing of iertlklz� if plantl�g wEl1 noi fotlow piacing of plontlr�g so11 wlthin a few days. B. Fartikizer for Iawno: proHde a fast ralea:a fertRlzer with a compoatflan aF 1 Ib per f,QOD eq. ft. of actua[ nikroq�, 4 percent phceq>horo�s, and 2 percont potne�Ium by watght, C. 5fow-rdaaee ferttltzoc for trees and �rubo: granufcr t�tUfzer ao�slsEing of 6D percont wcter-ln�olubEe nEtrcgen, pho�harous and pota�etum mcQa up at a catripoatifon by weiqht of 5 pe�c�t, D. Grade lawn and graaa areae to a�rnaoth, e+� aurface with looae, unlformty fin� texture. �;mlk fTna grading to areao thot can �e pfante�i withln Immedfate ittture. R�ove tra�, debrta. akones larg� thun 1 Inc;h diamet�, and okhe� obJect� that may intorfara wikh pinnting or malnt�onae op�atlone. E 5aw seed uetr�g p eprand�- or eeeding machtna Do not semd when wlnd vdacEty exca�eds S mllee per hour. Di�#Nbute aeed evenly ovar antirm area by aowtnq eqeial quar►ttty in 2 dtraciiar�a at rtght arsglee to aach ot!►ar. ► F. Rake �aed lightfy Into top 1/8 Inch of so�l, roll lightly, and watar wfth a Pine �ray. G. fn�tal) eroetan contr� blanket� as InrlTcated on the plan. Ff. Frotsct seadnd a�aua a�ainat erosfon 6y eproading d4an, �-frac straw mulch af#ar aom�lmt{cn of aeedfnq �antiona. Spread unlhxmly io form a cvntinuoue bEanket no! ie�a than t-1/2 inchea [ooso meaeurerrt�ta owor eeeded aroce. I. Watar newly planied iawn areas and keep mol�t unt�l new Qraea Ia aatabll�sed. IrrEmedlat�y re�sair any lawm areaa dlstur6ed by conatructian actl�ltles IndudMg tree and �hrub.In�iallntlnn. J. Rsfer to ths Eroofoa� C�trol natalle. wtthln tho Soaaonal Soif Protection Chort for tlming of tmnporary and permanent seeding and graas �asd �arciflcatlone. fz i.ocanca� a� u� u,rs �wa �o�n �tE i�ova�� The eEta will not 6e aubdivtded; tharafore, there are no ladividuai lat� on the propprty. The Site Plan �owa the prcpas�! afte �mprowmt�ente. EREJS1�Qeh11 AN[1 SE�AdENT �AN'tRt)L 5PEqFiCAYIONS F'�Z IE��Wt�lM. �LDAVQ IA75: 5inca tha �tTre sEte 1� under a eingle own�ltip, thore aro nat any f�div�dual bubding lots. DF�lPitON OF POLWTANTS RND '�FfF�'i SWfiCES ASSOpA1FD Y�7H 'tHE PROP45Eif UWO USE: The prapaaed land use [a resld�tioL Ti►e pd[utcnte and sauroe� af aach poliutant nvrmally expectad from thle typa oi land use ara I�ated below: Pdiuta�i Saurca; pa�enqer v�ehfdes, d�lEvary rrohf�es. Type ar �aiutant on, gasollne, dtesa� iueli any hydrocabo� asscc[ated w1#h v+ehicutar fueis cmd IubrEconte, grea�e, antifreezq w�nd�iafd doanar solutian, brake fluid, hrake dusf. rubber, giasm, matal and pta�tla fragm�ta, �rtf, �oad de-Icing rnater�als. Pollutant 5ource: Oftico butldtng. T}po of Pn[luian� CEeaning aotut[on� or salv�te, feake from HVAC aquiprriont, grlt from roof dra[nage. agqregato � rubher iragmants tr�► roa�s►g aystem. Polfutaot Sourcr 1i'aah dump�t�. Type af Pollutar�E: qear�ing adutiar�a ar sodve�t�, Ittker (pap�� plo�tic. g�araE refuae assacl�ted wE#h dietributtan ryperatia�a}, uneaten foad producte, bocte�ia. Pollutant Sourca; Parking !at Typ� of Potlutant My pollutant aasocEated wl#h v�lculnr sourc�s, grit fFom a�halt waaHng aurface, bitum[naua compaunda from peri�iic motntartanc� (�ating, re�rfactng w�d patchin9), Ravern�t do--icing mct�iole. patnt fragtnents irom parktng sta9f �t�ipee, concrstc ircgm�te, wind-bEawr� titt� from af�-slte source� elevat�d water t�nparaturc� fram contact with impeuvlaua �rfac�s. Pal[utcni Souro� Lawn and land�cape areaa. Tyge af Pollutcn�: Fer#111xera� saEl, urganlc maferial (laatiea: mulch, grosa d1PA�g�) ih� antEcipatsd pollu#lan eaurce� ars the vahldes that wRl uso facillty, induding dath dalEtr�xy truck� artd pasa�ger vehide trai�F4a Poss�ble poNu4anta ir►duda otit, qoaaiin�, anfi-freeze and oth� pvilutants aesoc9ated wfEh vehicu}ar traf�a . tS. MA1FRlAL HAA�llt�ti AND SFiLL PREVEN110N Pi.AN: $�td Ws��t��il�ec�eL No solid mata�lal, {nclttding buAdlnq materlal�, ia parrnitted to bo dlechorqod to surfaae watera a burled cm mlte. Rll s�id waste mataai�Is. lncludtr�g dEspoac�bta matalale tncktentat ia the c�nsiruc#lon act[vlty, must ba co[l�cE� In contain�s or daaad dumpetera. 'TFta collection conkaEn�s must 6a orriptGed p�todicolly �nd #he collectad rr�ata�iol hauled to a landf�f peririlti�d by the Stato and/or apPrapriate locstl munlclpalEty to acc�pt tlles waate far d�paa{. A t�emao er supmvtsor �ould be daalgnatad tn wrTttng ta overe�, �siorce, and lnstruct conatructton workora on proper s�td wcate procedures. �j�OIFN �iOB�B• Whenever poasible, minUn�zo tha use af haxardaua mcteriolm and g�erati� of hazordou� wastea Ail hazardoua waate materiaia wiit ba dis�oaed En tlto manner �r�olfled by inderol, staia� or locr� regulotlons or 6y the m�ufacturar. U� contatnmar►# berme tn tu�tnq and m�lntenance areaa and whar� patantlal for epqta ia high. A far�nan or aupaMsor ehoufd be deslgnatarJ tn writing to overaea, �force and fn�truct conatntcEion worfcere cn prap� hozardoua waste preacedurea. The locatfon of any hazardoua wa�fe �age aroaa ehouEd ba EndEcated an tha etormwat� p�futton prevontlor� pfaro by tha operator f�towing on-aite Iccatlon of the fac�lty. �u�t Ccmtrajf4Ff-Site Vwh�tie,Tracktna� Dur�g constructlor�, wat� trucka should be uaed, aa needetl, by oach controator or wbcontractor to rgcluoe duot. After conetrucklan, the aite ahould be stabUizad to rodu<:e dust. C�atructfvn traffic ehoutd ent� ond exlt the �fte at a Gortetructton Entrance wlth a rock pad or aqutvafent dovica 'fhe purpaao af the rack pad ts to mirtfmlze ths arnottnt of sail and mud thut is troc�ced onto exfattnq atreete. tf eedknont eaeapea tha car�etruction atEa, aff-slte accurr�ufatiaia af �edfm�t musi bo r�oved at a frequ�cy sufficiant to m�tmtze offsite tmpacta. �n�tary/�g� Contractore and �bcontractors rnus! corr�pfy with �[l atata ond local aanitary eew�, portable toElet, or aeeptic ayot�n r�gulat[on�. Sanitary facRltlaa eha[l 6e provEcted at the �1ta hy oaeh con�rackor ar �bcontracta� throughout conatruction aciivittes. Tho sanitary faapitlas �ou1d bo ui�lzed by all constructlon pereonnd arEd be �vtc�ad regufariy. Alf expenae� aasoclated wEth provErfing aanitary iac�itter� ara tho rnmponalbltlty ai the cor�tractora c�d aubco�tractors. �ha locut[cn of any �anttary iac111iles shoutd ba indtcated on tho aiormwot� pollutlart provenft� plan by the �mrator fotiowtng on-s[te lxatton of said fac[lfti�e, kYater _5aur�s• 1�atar w�od to cstablleh and matntain graas, ta controf du�t. �nd f� othor construct�an purpoae� muet origlnake iram o publla water aupply or pNv�atc► w�l approvad by tha SEate or lacal h�ltt� departmon� E,qutoT�t F�I�ili!$ artd storn„are AraQ� Equigrrsnrst fu�fng� matntan�ce, anct cfeaning �tsatd only be aompleted in prokeckosl oroae {i.e., b�rnod area). Lmaking equlpmaat and rnnlntenor�ce flulda will bo co�[sctod and nat aElowod io dtac�avge nnta soEl wtiera tfE�y may 6e waeh�d away during a rafn ev�mt, Equtpmoht wa�t down (exc�t for wheat wa�es} �ould take place wlthin on area �rrounded by a berrn. The usa of det�gents ts proht6ited. Flnzo.dni,�a Alaterief s4nraaia� Chomlcaie, painte, �olw�u�ta, f�tnlzero, and other tv�cta or hazardo�ts mat�t�s ahaild bs stored in thek ortginol contaln� (If vrigtnal oontai�� [s not resaaiobie, aioro the presduata in ctaarly Eobelad, wat�proof ccmkafner�). F�ccspt duNng applicatTon, the corstainero ahould he k�pt in trueks or fri b�med aroae within covermd ata�aga facf�Ettes. Runeff eonta[n�ng such mote�iala attalt be c�tectad. ramovad from the e1ta, and dlspoaed of In acccfdance wlth the tederaf. �tate, and Eocal �agulationa As may ba r�quir�d by federaf. ataie � IccoE regulatlans. tha Contraotcr �ould ha+re a Hazardais Matert�r Alonag�nant P[an a and/� Hazardoue Aiatallois �ql and Preve�tton Arogram in A1ace. A for�nan or mupervEsar shoutd be deslgnat�d tn writtnq to oversee, enforce. and Enatruct conatructfon warkera on praper huzprdous mat�lale etwaqe anci henditn� proceduroa. The locatton ot ar�y haxardoua material eforage aroas ehoald bes ind{coted o� #he atarmwa#� poElutton preva�ti� plan by the ap�atar f�lowing on--sita Iacati�t of the akaraga areaa. i3Tscharge af hozQrdoua subatances a� oit Into atormwater is eubject to roport[ng roqulrattent�. In the ev�t of a apt[1 of a a hazardoua �+bataaae. thn op�ator ie raquir�! ta notlfy the NatianaE Rmeponaa Can#� (t-BR(?-4Z�4�-8802) to pr��ty �par! #ha appt. In additl�, the ap�at� ahclE eubmit a wrltt� dass�EptTon af the reEaasa {[ndudln� the type and amount of matarial r�leasad, 4he data of the r���, the clrcumstances ai the releaae, and the �t e to ha tck� fo prerront futuro api4lo} to the local So1[ and Water Caneervatton DlmtrlaE. The SYlPPA m��t bo ravfeed wlthln 1� calendar daye n�t� t}�e relac�a ta reflect the releaee, �tutinq the tnbrmatEan above alari with modlficatt�e to mtnimizo the pos�ib�ity ot futur� acatrrenc�a. Fach coniractor 0 and aubcontract� Is reaponaitrle for comp yEn� wEth #heee r�orting re�uirerrEenia. Concrete H'u�au�: Afl conc�ta truck� wa�ta mata�ial ahalE ba compEotety contaTned ond d1�o�cl in pccordonce wtth atl local, �tata. and faci�al requEat[a��s. A plt or cantnlaer E� raqutrad �rhen cfeaaing cancreta chutee, 55H! Re�Qn�e_Plan• Mlnor - Smuli �spls that typIcaUy Involwe ot[ qa�dfne. patnt� hyr�auflc fluld cta �ilnar epille can be ccntrnitad hy tha fEret reeAonder at the dlnccovo€y of fhe apNl. • Cantaln �Elf to prrevent ma#erlal frorn entarfng eiwm or ground water. Do nat f[u� with water or bury. • lfse oboorbent materfa! to dean-up �111 mat�iaf and any eu6sequenily contaminated �c11 and diepoea of prap�ly. Semi-elgnlflcan# Spiils - Appraximat�y ten gallone ar leae of paitutank wTth no c�mturninatt� of ground or aurface wat�. MEnw �illa ccn 6e generaliy cantrolled by the firei re�onder with h�p from okher eTte p�nnel. ihls re�pan�e may raqu�re othor ��attone to at� ta rn4ke �ura the �HI le quicWy and sciely addrea�d. At tho dlgcov�y of the �111: • Con#alr� spllt to prav�t mat�riai frorn �tertng �torm or ground water. Do nat flu�h wlth water or bury. + Uae absorb�t matartal to deati-up ��is and di�aea of properi y. Sppt� an Impervioua eurface� aFtauld bs ca�tctned wtth a dry abeorb�t. SpRI� on clo�y �cEia �ould be containaci by c�eiructing an earEhen difce and ehould b� dl�ceed of a� eaon ae posaEbfe to prov+�t nstgra#ion doopor tnta the �oft and graundwater. Dtapaae of contaminatsd satls or ab�or��ta properly. • C�lact 91t If thls �EII couid be a aafeEy Ieeua • Contact aupanAsore and de�fgaat�d inspectou� Immedfa#ely • Contaminated soffds to be romoved to an appraved landf�l. Mlojor w Hazardcu[� Spllla � A�are ihcn fen gallane, iheue fe the pnter�tiol for death, InJury or q[nsaa to humaas or animcls or hae fhe poterttlal for �rface � gr�ndwater pollutlon. • Caitrat or eatta�n the ap�1 wtthout rlsking badily i�arm. Temporarily ptug atorm dralns tf poesllsle to preve�t ml�ratFor� of the ap�l into the atormwater ayatem. • Immediately coniaot the Ixal Fire D�artrn�t aE 9t3 to repcsrt any haxard materiol ��(. • Ca�tact �p�vlaors and designatad tn�ectore immod[ate[y. Oth� couqty vr municipul offlclafe (City of Carmd ErtgTneerina f3epartment} ro�on�lble ior stwm water faoEilt[es ahould he contactad c� welf. The contractcu fa ro��sihlp for F�av[ng these contact numbaa availabEe at the Jvb stte. A wrltten r�ort ahould !ae �bmittad io iha ownar aa soon aa po�eEble. • A� eaon ae po�elbE� but wtfhln 2 houra of d[ecov�y. contact tiie D�►ctrtment of �nvironmentaf Manngamant, Dfflce of Em�genoy Rea(sanse 1-888-233-77,43. The foAawing informotl� �nuEd be noted tor future reporte to �DEM ar the t�cttonal R�spoR�e Center. o Narne, addreas and phar�� numbe� uf person rnak�ng the �I�t report o The locailon o� ihe ep�il o fie ttms of ths �111 a Identificatton of the �Ated substcnca o Appraxlmaka quontity ot the au6�tanco that ha� 6een spillsd ar rr+ay be turtii� �pBied o ihe dumtlor� and aouurc� ot ihe �Ilf o Nome and tocatlon oi thn damag�l wQt� c Name of �t�[ re�ponoe organizatlor� a Wt�at rnaasun+s �xa�a taken i� the ��1 reaponse W p o Other [niamation that moy bo signiftaant Additl�al rogulatlon or requiramenta may ba prea�►#. A epql rasponoe profeaslonal ahould be oonauftad io maEce �uro al[ approprtata and roqulrsd et�s hava be� takefl. Contaminated soilda �hould only ba rernaved fr�n the stte afta- apprallol is gEvon by Frnergenoy Resportee. 14. �l�1Eli'S Bt+ISt�Alltit�t: hame: Atapco PropartEoa, Ir�c. Addre�s: One South Str�e�, 5ulfe 28Q0. Baltimore, Mi? 21202 Reprasentative: Dav{d Lazas Tttlo: �ior Developmant Manag�r T��hone: 4i 0-347-7170 EmatL• dlazaeOaatapca.com OPERAi�ii'S INFOR1�dATiDti: Name: Atapco Propartiee, Ina Addrase: One South Skr�at, Su1ta 28�0. B�E�more, MD 21202 R�reeantative: Davld Lazas Tltle: Se�riia� Deval�meot Maneg�r ����,�� a�a-a��-�t�a Ema11: dlaxas�otapco.cam P'o��n S14�'PP t. r�Uon oi Patantla+ Poflutmt aourooe ce�oaated ,rttn tne prono�e+a �Q,d u�a Padufa�k Sau'ca Pa�eanger rehtctea, deltvery vafttd�. 1'j� af Pdiuta�t� OB. 4��►a c�e�d fud, my hyd�oc�a� assac�at�d wiih w�hia�� fi�da and lubrlca�ts yrncssp. anttfreez� wk►d�idd deaner �alutton, brdcc Rufd, brdae d�s� n�ber. gE� metc! and pls�tia fro�rr�ntsy 9rlt. rad de-idrEg makerfde Pollutant Source: OffEce aupdEng. Type af p�fatant Cleanfng so[utivn� or aolv�te, ieaks from HVAC equ[pmeni, g�it from roaf dratnage, agqrogate or sud�a' tragm�tm hcm roottng sy�t�n. Pdlutc�r�t Sann� iraah d�'peEer rype ot Pdl�ete:rE aean�nq so�utl«,s or ea[� �1�tar (paQer, pl� sonerd rof�e �crated witt� detr�w4lan opomflons), uneater� faod pr�oduct�, bac'terta PofEutan# Saarc� Parking Ic� Typs af Polfutan� Any poltutant associated wiih vehtcuf4r sourao�, grtt fr'orn aaphalt wearin� aurFaca, bituminoug compounds frarrt pertodlc maintenonco (�ealinq, resurfacing and patching), pav�ent de-Icing mritariole. palnt fragme�ts fram park(ng �all atrtpes, oona�#� fragmente, wind-hlown 1ltter from aff-elte a�rcee, olevated wdier temporaturos from contact wfth ImpoMous s�rfacea. Potluta�t Saurox }�vrn md iat�Cape arat� Ty� �t ���� F�f�►�. �, «� r�d 0�. �a,, � d�) 2. Poet-�Cor�s�uctlan SEarTnwate�' qtadtty rt�r'e� The etarmw�Eer qud{Ey meaawree prapaeed wlth th1e projeat v� the e�dstl�g detsr�Bon pond md fhs tiegotaiad ewda a LocaHon -� i�Tefa�' to Glrodttg Plm b. �mona�on� �- Rvfer to I�ra�g Flm a S1zlrtg �luilatEo�a - Refar to drs�ge r�F�a�E d Defa9ed �peciRcaHarsa -� Rafar to dr�age nePat a Con�fructim i3at�s - R�r t,o Exad�g P!m 3� �quence d�fng stcr'mwrtte�' qudtty meae�e �Ear�taUort: The exl�Ek�g �tantTon pa�d w�l can�ue to {unctian d�sing �c! afEer canstructlm. The �rale w�l be Inatdied � the find gra�ng wf the �te ie oor►pieisd. My fuEero de►e�fopment w�l r�c{u�re watar quc3lllty md q�cnUty rrte�trae. 4+ 5tomtwoter �dlty rnea�ur� to be inpiert�enteri to pre�artt ar rr�lmEzs adtier�e �npacte io �Erean aid r�l� habitaka. The exieting dekanllar� pond md vqgefqted ewdm a�ea w�l be ueed tc �Eow fha �rnv M runot# iram th� slt� and hdp f�te� Skte a#onnwater ber�xa it is dschQqoa. 5. An Operak�c� �rf A�adnter►urce klcr�td for d1 poot-oonstructfan atarmwator qudEEy rna� Ple�o aoo the a�plerrro�,td oad�l tor a[� �equlroa inr«n�etron. �� F� � � �� � � �■ ON� SOUTH STR��Ts SV�T� 2$�� BALTIMOR�, MARYLANR 21202 I � AMERfCAN STRUCT�IREPQINT ! N C. I 7280 Shad�land Station j lndianapofis,lndiarta +�6258 TEL 317.547.5580 j FAX 3'E7.543,027p www.sfrucfurepoirot.com caRnnE� coR�o�T� CE[V # ER 655 VII CAR�EL DR11fE ca��E�, I�VDIANA 46032 � ``�����Nti� �rrrlr�ii ����` �� ' ���,����i =.�����isrFRF� ;.�'�`�; � � N0. � * � 111 �OD62 : * �'•., STATE OF •`r��r, %�'n� - �NAIANA • '��� :� ��/.��n'. ...... • :� aZ1..�� : issuANCE kNQEx I DATE: '� 2/19/2014 PROJEGT PHASE: DESlGN REV�514N SCHEDULE N�. DESCRIPTION DATE � eln� co����-rs o�/a�/1� 2 �nr ca�M�Nzs oa�/� 4/� � OWN�R REVIEW OS/i 5/i 5 4 BID SET 05/2B/15 FlR� HY(]RAN't Q7/�7/15 g CDMMENTS fl8/07/15 WWtV�R REVISIONS 09/p9/15 Projecf Number 2012.00590 STORM V1fA3'ER �a��uT�o�v PREVENTIDN PLAIV � '' A2Qi 2.Q059Q.CORP.C�.C520.SWPPP.dwg . * • � �. � • . . , . . r• " � OUTl.E7 E�IPE . . N ` 1� �, — � • .-� � . , � . . —� .''��_' C°`'•. �. SEE PLANS OR S1RUC�'1}RE DATA TABLE FOR 7YPE OF CRSTING " � " 3° DIA. PIpE 2" DfA. PEPE ' � g ' us � � �°� ¢a.. � �. � s ` � � � . , . . . �•"' Y y ' . ' � CLASS "A" C�NC. ���. t�o�: �NLY PRECAST OR PQURED IN PLAC£ PERMITiED ,�1„t�.,L�T L, -�,E�� NQ7 �'0 SCRLE > MANHaLE FRAM� AND COIIER � Burn RussER ��s� i Q � EXTERIDR BACiCPLASTER � : `rv C3 � y � i 2�.,,,,On � > �' : cwi � � ' �� . o " U � ' � � . Q> . a . o ' MAANHOi.£ ST�PS ' o' � > : � � . z U> f�' � DISTANCE DEFINED �Y i�.O.T. R�Qt1iREMEN'fi MiN. fi" TOP501L TO ENSIlf2� GRASS GROWiH IF NOT � UNDL�R PAI/EMENT EDG� QF PAVEMENT, CiJRB .--, I GUTfER QR SIMILAR STRUC�LIRE IN THE PUBL{C RIGI�T-QF-WAY ;�••-:,�;-•.';.�,•:.c•�„;i'.;�;,'�'-,:�i-'•� MIN.12" r: S'+ ' � :s T� �.Y � :1•5'' ,r ..r:r'.�1{•. .�;! �:+-�< i. � i5:: J' e.: .. P•�: .s i fF WITH�N 5' DF E�GE OF 'rf;�;:`f'f`„�;' l ~."•`••-• ;.;�_.� IF NOT WITHIN 5' OF' EDGE OF PA1/�ME�JT, USE "8" BOFiROW OiZ �r. R�:-"•.: �_''�`•i� •�`' PAVEM�NT• USE "B" BARRQW �'''''' '��'� " f`�+`' CQMPACTED TO 90X STANDARD EQUIV. GRAI�ULAR MAT�RIAL '�i:'s;•'r_. Bc '•:,�,K".;:: •��.:':�:• �'� �+� PRQCTQR DEN51iY TQ 1j6 0� COMPACTED TO 9596 STANDARD :• :�:'.,>.;. :��'r'•:'• p1pE DIAME'TER AND REGiJLAR �RQGTQR DENSI'iY FOR ENTIRE •:"• ;;.•'����� � � •..' ...' .. . . ;` , ".: � i /6 8c BACKFItI TO 'TOP QF iR�NCH TRENCH BACiCFf l.L ;,�� '`.; �� %�; ; c;,, , . :; .•'":� ::.: �:. ,<....�.•i�. , �• y :.+•�•y b..•:_, '�J.i ,*: w+�.'i�.;f• � ��f:`•=:i; ��';;:':._�'��'=':�:r� �`��;s�: . . ` ' .' DEP1N OF BEpDiNG �d�: MAIERIAL BELOW PIPE LEGEND ALL INITIAI. BACKF"!LL SHAL� � d(IHIN} Ba= OU7SEDE DIAMETER SE INSTALLED I!V 6" T412" D= INSIaE DIAM�TER BAtANC�Q tIF'7�5. 27' & SMALLER � d= DEP�H OF BEDDING A M[N[MUM 9" 0� CLEARANCE MATEREAI. BELQW PIf�E SHALL 8E PROVIDEp ON EACH 30' TQ 60' 4 51DE OF THE INSTALLED �'#PE. ��" & ���� � RFINF�RCEQ.,� NCRE �, �lPE (RCP� NOT TQ SCAI� MAXIMUM d�' 3 2" OF CDNCRETE GRADE f�INGS. KENT-SEAL IV4. 2 BETWE�t� AI.L RiNGS & CAS71ldG. �-PR�CAST �CCENTRIC CONE TOP U11LtZE KENT-SEAL NQ. 2 .' � JQiNT SEALANT AND "0" RING JOINI: (SEE DETAIL} ¢� � ' ' � B�EAK Otli �'O€� MALF 4F PIP£ MiNIMUM SLOF'E A�"iER MANHOLE lS CONSTRUCTE� �, 1/2" PER FOOT ' OR FORM NEAT CHANNEL A5 SPEC. � ' � PQURED GROUT �� S�AL ANNWLAR OPENII� � �� FOR BASE .,, . ¢> W1TH BENTOl�ITE SEALANT •� TOi� OF CONC. BAB� AT `•`� �' ' SPRING LiNE OF P�PE % ' �XISi1NG PiPE : • .L: ; •:y : 'r • �• WH�#�� POURED fN I'LACE. z� MIN. 8" llN�ER PfP .�' •�• ', � .'¢. � 12" O.C. BOTH WAYS g� ���' ' PRECAST COP1C. OR POURED kN �� i2" OF �2 STONE BEpDINCi� PLACE BASE. o, UND�R BAS� NOTE: Pi�pVID� A NEOPREN� CONlCAL-TYP� FL.EXfBI.E �, SEAL FOR ALL p[PE TO MANHOL� CONN�CPON5. F� SEAL SHAl,.I,. MEET ASTM G 443 U - .�� N > �E]iV _M�dHQLE� OVER_ �X,,,�,.T.��,�F,1N�B. � , �. z U i � 5 i � I7ia�ram 1: BicycLe Racic_Tvne. ¢ � 0 o . a � � . � �N �(R o ,�,-,�10 % � � ��" c� ' " � -` + ''' • � s�e-� s��,� � � Diagram 2: Biovcie Parkin Location and Design. � � 0 � 0 z � � m �r O � a W ��.__._.j.._3�r' t�l �' 4�l � � � Gi r� � � � � � ¢ a � 0 w � °' tr �� � o `•� �r ¢� ou cn H � z �o aa � SAW CUT & BR�AK AFTER MANHOL.E IS SHAPED GROEJ BENCW�S ANp BEN'�ONiTE SEAI.ANT wAr�asro� eY AM�� COLLOiD OR EQIJAL, F4R ALL PfPE WALI. ���a��,a�ar�s. 5EE DE�ECTABL� w��N[�vc Q�-r�►�� �� SEE RA�tP � � GR4�11iFS i�A1L -� � � '�i -~� f'�"I � � C � �� � � � a � � � � `U �T'� r �t/2" PRE�Oft�iE� t� �a�r �u.�R �4° a� m B" CLASS � "� "A" C{3A1C. �R BBf� � C7 �~?'�-j.... I � � d s� co��. �o, � a3 S7QNE BENCH SLOPE � i/2" PER FQQT '1RQUGH WlD7N = PiPE DiAME1ER x 1.3 A�Ho � ��� �EI�,���LHO�,,,ONER�XISTING SEWER NOT TO SCAI.E N-�SHRINK DUT PLUG BENCH NOTE: CASTING SHAi..L BE INSTAl..�ED 5Q T�iAT TNEY n0 NOT CiNJTACT hIE UIiERAL OR LA7�RAl, CAP. 2D" YESTAL CASI�NG WITH i2" I.ID, l.ET�R�Q 'SEH'�R CEERNOUT" 1�TH PENTAG�NAL BOI.T%LOCK 1, iH���!P`,E PIPAEp nT`O� EX7IEh�N�Dr 6 p PVC e M�N�MUIYI .3� ftR4r�. �kVk\C 20"� FRATGQ HDpE METER PIT, 7.2 L85/F1', A{IN. 3' DEEP OR L�QIiAL fi" FRO}�d TOP OF PiPE TO q0�i0�{ OF METER PiT. CONiFZACTpR SE�IALE. NOT AllOW MEiER PIT �0 CONTAGT LATERAL%fEE-WYE CONCRET� CAp. tAIiVIh#UM �" dc 1dAXIMU�! 4" Cl�ARMtCE FRDM T4P 4F CAP TO BQTTOM i� CAS�iNG - TRAC�#2 1�RE ,,. � F1PlAL GRADE c�E��vouT r�pE 3 (GRA5S �2 UWtiSCAP� SUR�'ACES BEYaV� THREE F��i' Qf BUILDfNG) .�'-C1.�/1�{Ai�CE FROM TOP 0� PIPE TO TOP OF�g SiONE - 6" t�I�V[Ml1Ht (TYP.} 6" SnR35 PVC PIPE (s' x s" x s'} ��--w�r� 8" SEN�ER LAlERAL �``��1D �. C��'�i. ��O ��G15iFR�i:••:7' � � .� � Na. � � � � ' �s�ooai s � �,�0:, 5TA'fE OF _,••�4�i� i �s ��''•••�NAIANP'� ��� , � � •� ...............�� �, �� �''�a���4NAL}�E��a�`� ��' � CLAY TOWNSHIP REGIONAL WASTE DISTR�CT ' Schneider TYP� 3 CLEANOUT DETA�L Date 12/08/OS P'iIa T �8�189B81Qlll MC�DIFIED CfJRB RA MP T YPE 'K' ��' NO SCRi� �t�,�f �f�`f`�f�l 3/8' _T�81i�B11VG D£�E�BLF i�i4RNING �IL �M � �`3� f # ���l��.,,�1F.RAMP �(�pv�"s � a� � • a� � a• ::.1 ' h�.� l,i 1 �.� � �Pt)f1ND 5HALL SE FLACED ON ALL EXP05EQ SURFACES, ir��uoirr� S�DES. i4�EN �W�lS AR� ��lOV�D f?AAlPQJ SUBGRADE PRiWt TEl PLACING CO�+fCRETE RA1�PS TO B� 6' OF CLASS 'A' C4iVt��, t�f 6' OF C�1AAC'fED C�►IGREiE AGGREGAT� NEI. 53 STOIV� (ST�lE SHAI.I. � PLRCEQ F�i A!1 CURB C11�8 &.GUTTER RAMPS AN� SFIALL BE ING'LIiD�U iN iH� C�51' QF' RAMPS} PAY�MEt�T IHE SQ7T(�A4 �DGE OF TH� (�1R8 RNA�P SH,�LE. HE F'LUSH 4N1N 1H� EOGE 0� 1 �� � AaJACqV7 PA1fE�1E�1T {W� (�TTEft LfNE t�INI�lElk� R�CONIkIQ�fDm HR�TH pF RRMP 15 4' 0" TODL@ �I��NG SHALL BE pk�F'�NQICt]LAR i'0 TH� f�REC�IfJN t?�' TRAVF:�.. TQ C#i05S RDAI}WAY (PAf�ALL�L T4 iH� RaAUWAY CEN'E�RUNE) 6RAINAGE ]NL£i5 SNALL BE L�Al�p UAN{Il FROM WRB RAh�PS T4 P��VENT PUpRL�S Ai' 1HE PRTH �' TRAVEL CllR� OAIIQNAI.. S'�IALL BE E15�p IVI-IfN N�CE5SARY BASED OtV FlEL� * C(�f�1Ti�NS. 9.5" MILL AND RESUF 9,5mm HMA SUF /� ��, �� !� � 1��, EXISTING PAVEM�N1 � CTRWD • � � l � 1 ►1 \ . ► r . ... � ..: r -- -- --- -_ � � i� � � BITUMINOUS PAVEMENT � . i��W�YlIIYY• ��Y�Y�YLL1Y- �I ��I��I������������ I� ----- ----,�,,,�,:� � i ►��l;� i i � � � � t ����� . � ,,I�I� � r .` ` , � + :.� 9 �I� R Ns �"Qi'SO1L .�'..�'.�. i � \ � �%a.�r. � �GRQIJND N � BACKFILL � ►.. �... ►��\�._ �■ _ ,. i,� �.. � • s �OOLED CON L JOfNT /� WEDE, MIN�� D�PTF! 4 CDNG. 5LA8 W/ � BROOM FiNfSH g�� 6x6 W3.4xW1.4xW.W.F. � � . , . . � . *. •r-��� .� r-r� r--�-,� - '. ' • ' . . . . . , Q . . • •. . • •. . o � .�' .� ' - . d� ` o .* o •. o ° °���o d � �' • . • . ��� � ��� � �= � � �- _� ��� � � ` � � � - �`� ������� =��� ��� �,l' .' GRANULAR ' E—� � I.-�= f� � � � •�•. FILL =, � � r, p •�,•� �• B � • . . Q�. r ' APP4Y At�TI-SpALL.ING CdMPOIiNd 1" RADIUSMTOOLEfl ftL7�t�D �CIG� �I ri�AVEM�IJT �o��sA� co�t�r.) ' ' • � � ac aor�o� ' C B1f�ED�GUR� &�A_L� DE7A1� �tOT TO SGAE.� T00l.ED JOIN'i � �..� ��.,�� �I44NT SEAL�R �� � ND7E: EXF. JOINi'S � BL.AGS.. OFt IMMOVABI.E 08J�CT5. CON'TROL JtJT. SPACItdG MAY � VAf2Y. A�' CONC. SLAB W�BxG Wi.4xWi.4 W.W.F. BROOM F'IN#SH CON7. JA1% 5'-0" � a.c. �x�. ,�Nr. �=a• a.c. �ax. � TOOL BOTH SIDES QF EXP. JT. APPLY CURft�G G��IPOUNDS APPLIE JT. S�ALER TOQE.�D CONT. JT. 1/�8`�Wi�E h41N. 1" 1�2" PREFORM�D EXP. p � I2� MA% D . y • ' , � • ��w.� /q � b� • ' ■ 4 �I . / " . . � q �' �_ q � �� . �^-��� �� -��� � �' COMPACIED - 1}FtAINAG� FILL EXF'. JT. MA� TO BOTT4M ��8" QIAMETER SMOOT�I DO1�L BRR QNE SI�� LUBIRICAiED W/CAP O 24"4.C. Ct]NTROL & �XPANSION y� lidT AND 4" SIDEWALK, DEI,�[L NOT TO SCA1.� GRAR� {NEW OR EXISTING) N0�-WOVEN-� GEOTEXTILE �OiE: WASHED �8 COAftSE AGGREGAlE 6" HDPE, DIiAL WALL,UND�RpRAIN SiJFtFtOIlND�p 8Y SHALL BE USEp AS BEDDING A�tD 4" OF WASF�ED �$ �OARSE AGGR�GA�, P1PE BACKF'ILL FOR THE SU85URFACE PEt�FpRA7tON5 SNAI.I. BE AA5HT0 CLASS �I. DRAINS 1N iH� VEGETAIED SWALES. V-B4TT(} $�yALE DET�fL I��T T4 SCALE CONCR�lE BEpDING MATERIAI. - . , � �- •. , `:•; � . •� � ',"� • _ : ,. H�AV1f DUTY LAMPHOl.E CASTING W� SOl.ID �iD. NEENAH R-i974 OR �RUAI. c��ut.� ST_QR_ M C�EANO,,,�„T D�T_AIL NAT TO SCAL� E�07E: CLASS 'A` B�D�ING TQ BE UTILIZED FOR ALL. ClEANOUT INSTALLA710NS {SEE pETAfL} PREP�D F� � �� � � �a ONE SOUi'H STRE�7, StJ1TE 28QQ BAi�TIMORE, MARY�.AND 21202 O AMERICAN STRUCTUREPOINT INC, 726a Shadefand Station f Indianapo[is, Indiana �46256 T�L 317.547.558Q � FAx 397.543.Q270 www. s tru ctu re p oi n t. co m CARMEL C4RP4RATE GENTER 655 V� CAR�AEL ❑R�IIE CARMEL, �NDIAN�4 46032 ,`�`��y�STER K�G't�`�i � ��G N0. �� ' * = 11100Q62 : * ,� �. Si'A'I� QF •'cc� .p'• � �,, ..,�`' . kflIAN�`.••� �`��: •.�'r�. _ ..... •;�L� .• c� (SSUANCE �NDEX DATE: '�21�9120i4 PROJECT PHASE: DESIGN REUISSai� SC�iEDULE NO. DESCRfPT14N DATE � CITY COMMENTS (?3/fl3/15 2 CITY GQMMENTS 04/14/15 OWN�R REVIEW �5/15/15 q. BfD SET 0�/28/15 �'1R� HYDRAN7 07/fl7/1a � g COMMENTS OS/fl7/15 OW{dER REV[SIONS OS/Q9/15 Project Number 2D� 2.00590 S�TE DETAIL� 02Al2.0059�.CORP.C�.C800.Sp.dwg