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Home My WebLink AboutA000.00ABBREVIATIONS F° FAHRENHEIT 0 DIAMETER & AND @ AT # POUND OR NUMBER � CENTER LINE ACCES. ACCESSIBLE A/C AIR CONDITIONING AEE ABOVE FINISH FLOOR AWM. AUJMINUM APPROX. APPROXIMATE ARCH_ ARCHITECTURAL BD BOARD BLDG. BUILDWG BLK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM BTWN. BETWEEN BTU BRITISH THERMAL UNIT B.U.R. BUILT UP ROOF CAB. CABWET CATV CABLE TELEVISION C.B. CIRCUIT BREAKER CEM. CEMENT CER CERAMIC CJ. CAST IRON C.J. CONTROL JOINT CLG. CEILING CLO. CLOSET CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT � o ��EAR oPEN�N� C�0 CLEAN OUT COL COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT_ GONTINUOUS C.Y. CUBIC YARD C.W. COLD WATER DBL DOUBLE DEPT. DEPARTMENT DET. DETAIL D.F. DRWKING FOUNTAIN DIA. DIAMETER DIM. DIMENSION DN. DOWN DP. DISTRIBUTION PANEL DR DOOR DS. DOWN SPOUT DWG. DRAWING EA. EACH EJ.F.S. EXTERIOR WSULATION AND FINISHING SYSTEM E � EX�ANs�oN �o�NT E�E� E�ECTiii�iv� ELEV. ELEVATION EN. ENCLOSURE EM. EMERGENCY EP. ELECTRICAL PANEL EQ EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EWC. ELECTRIC WATER COOLER EXISL EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN EE RRE EXTINGUISHER F.F. FINISH F�ooR EH. FIRE HYDRANT FW. FINISH FIXL FIXTURE FLR FLOOR EL FLOW LINE FWOR FLUORESCENT EO.E FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S, FACE OF STUD FPM FEET PER MINUTE F.R.P. FIRE RATED PARTITION ES FLOOR SINK FT. F00T/FEET FTG. FOOTING FUR. FURRING GA GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GEN. GENERAL GL GLACS GMP GALLONS PER MINUTE GND. GROUND RELEA5E0 FOR CONSTRIICTI�N Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ � DATE: 06�� $�2O HB. HOSE BIBB SAN. SANITARY H.C. HANDICAPPED S.C. SOLID CORE HDR_ HEADER SCHED. SCHEDULE HDW. HARDWARE SECT. SECiION HT. HEIGHT SE STORE FRONT H.M. HOLLOW METAL SHT. SHEET HORIZ HORIZONTAL SHTG. SHEATHING HP. HIGH POINT SIM. SIMILAR HTG. HEATING SPEC. SPECIFICATION HDWD. HARDWOOD SQ. SQUARE HVAC HEATING, VENTILATION, S.S. STAWLESS STEEL & AIR CONDITIONING ST. STREET HW. HOT WATER STD. STANDARD HWH. HOT WATER HEATER STL STEEL I.D. INSIDE DIAMETER STOR STORAGE IN. WCH STRUCT. STRUCTURAL INSUL INSULATION SUSP SUSPENDED INT. INTERIOR SYM SYMMETRICAL SYS- SYSTEM JAN_ JANITOR SW- SWITCH J.B. JUNCTION BOX SWGR. SWITCH GEAR JST. JOIST T.B. TACKBOARD JT. JOINT TEL TELEPHONE KV KILOVOLT T&G TONGUE AND GROOVE KVA KILO VOLT—AMPERE THK. THICK KW KILOWATT T.O.B. TOP OF BEAM r o.c roP oF cuRe LAM. LAMINATED T.O.P. TOP OF PAVWG LAV. LAVATORY T.O.R. TOP OF ROOF LBS. POUNDS T.O,W. TOP OF WALL LF. LINEAR FEET TYP_ TYPICAL LG. LONG TV TELEVISION LTG. LIGHTING LV. LOW VOLTAGE U.N.Q UNLESS NOTED OTHERWISE ur. uRiNn� MAX. MAXIMUM UL UNDERWRITER'S M.B. MACHINE BOLT LABORATORY MDP MAIN DISTRIBUTION PANEL V.W.C. VWYL WALL COVERING MECH- MECHANICAL VERT. VERTICAL MED. MEDIUM V.T.R. VENT THROUGH ROOF MTL METAL V.P. VENT PIPE MFR. MANUFACTURER V.C.T. VINYL COMPOSITION TILE M.H. MANHOLE MGR- MANAGER W� WITH MFG. MANUFACTURING W.C- WATER CLOSET MIN. MINIMUM WD. WOOD MISG MISCELLANEOUS W-H- WATER HEATER M.O. MASONRY OPENING W�0 WITHOUT MTD. MOUNTED W.P. WEATHERFROOF MUL. MULLION W-R. WATER RESISTANT W.W.F. WELD WIRE FABRIC N.I.C. NOT IN CONTRACT WT. WEIGHT NQ NUMBER W.S. WATER STpP NOM. NOMINAL N.T.S. NOT TO SCALE XFMR TRANSFORMER O.A. OVER ALL O.C. ON CENTER O.D. OUTSIDE DIAMETER oFF oFF��E MATERIAL SYMBOLS: �PNG. �PENING OPP. OPPOSITE OPS. OPERATIONS �� ,��,�v� OWNER/DEVELOPER Christian Brothers Automotive Corporation 17725 Katy Freeway, Suite 200 Houston, TX 77094 Ph: 281-675-6100 Fax: 281-870-1200 Contact: Blake Ponclo Email: blake.poncio�scbac.com Fh: 2a1-675-6Z�J Signage Graphics Contact Cynthia Murphy Emai6 cynthla.murphy�cbaacom LOCATION MAP P�E�, �ow.�a� � OVHD. OVERHEAD DOOR ',iZ�'T77777TT Fqce er�icK � E.i.F.s. L1LLUILLLLLG IN SECTION PCF POUNDS PER CUBIC FOOT RC.P. PRE CAST CONCRETE PANEL coNCREiE gqli iNsu�niioN P.L. PROPERTY LWE MnsoNrzr uNii PLT. PLATE SiEe� iN PLAM. PLASTIC LAMINATE � s/an P�vw000 � secnoN PLMB. PLUMBING PLYWD. PLYWOOD i,�� ,,�� sroNe � sHeer MeTn� PNL PANEL w E�evnnoN P.P. POWER POLE PSF POUNDS PER SQUARE FOOT . cERnMic n� - w �',� GONCRETE �fl LARGE SCALE PSI POUNDS PER SQUARE INCH sMnu scn�e PTN. PARTITION ounRRv ri�E PVC POLYVINYL CHLORIDE �� ; EaRrH Fi�� aRce sca�e PWR. POWER sMa�� sca�e � LIGHi WEIGHi ,,,,,,,, �� CARPET Q.L QUARRY TILE coNCREtE oR cRour CONTINUOUS n� PLASiER OR SiUCCO R. RADIUS � oN mETn� �nTH R.D. ROOF DRAIN w000 e�ocKiNc RDWD. REDWOOD � � crPsurn eoaRo REC. RECEPTION w000 � n� rvPes REF. REFERENCE BLOCKING REFR REFRIGERATOR MErn� sruo REINF. REINFORCED � M�i��Eo�w000 PARnTioN N P�nN REQ. REQUIRED & TRi^^ RESIL RESILIENT � ceuNc 1i�e � REV. REVISION StEE� nNc�E R&S ROD AND SHELF RM. ROOM ierzRnzzo R.O. ROUGH OPENING � c�nss & FRnMe R.O.W. RIGHT OF WAY � �� EXPOSED ' AGGREGATE RIGID DOOR & PRAME INSULAiION IN PV�N BUILT—UP ROOF .� FOR ALL BIDDING/CONSTRUCTION QUESTIONS CONTACT THE OWNER. DO NOT CONTACT THE ARCHITECT OR ENGINEERS. ARCHITECT Cortlond Morgan Archltect 711 N. Flelder Road Arlington, TX 76012 Ph: 817-635-5696 Project Coordlnator. Dana King Cel I: 979-255—E927 MEP ENGINEER Case Engineering 796 Merus Court St Louis, MQ 63026 Ph: 636-349-1600 Fax: 636-349-1730 Contact: Mark Ippoliti, P.E-, LEED AP Email: mippoliti�caseengineeringlnc.com STRUCTURAL ENGINEER Case Engineering 796 Merus Court St Louis, MO 63026 Ph: 636-349-1600 Fax: 636-349-1730 Contact Kyle Linenfelser, P.E. Email: klinenfelser�caseengineeringlnc.com LIST OF DRAWINGS SHT # SHEET NAME H—z rioor and tniar ed Nians A-21 Finish Roor Plan and Schedules A-22 Epuipment Plon H-4.l Golor txtenor tlevations A-42 Site Photometric Plan A-5 Enlar ed Elevations A-5.1 Enlarqed Elevatlons H—/ �uildin Sections A-8 Buildin Sectlons�Millwork Details A-8.1 Eulldinq Sectlons Millwork Details A-9 Head, Jamb and Sill Details A-10 Interior Elevations S-1 General Notes S-2 General Notes S-3 Schedules S-4 T �ical Details S-5 Wood Shearwolls & T Detalls S-6 FoundaYion Plan S—y Framin Sections 5-10 Framin & Elevation 5-11 Framin Sections M1.01 Mechanlcal Schedules M4.U"I Mechanical S eahcations E1.01 Le ends & Schedules E2.00 Electrical Site Li htin Plan E201 Electrical Li htin Plan E3.01 Electrical Power Plan t4.UZ tlectncal Intenor tlevotions E4.03 Electrical Bld Sectlons E5.01 Electrical S eciflcations E5.02 Electrical Speciflcations n,�� P3.02 � Natural Gas and Com ressed Alr P4.01 Plumbina Riser Dlacarams C7 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 i7 � � � � � 0 � � 0 � � � � � � 0 0 � � � � � � � � � 7 �•��: 0 %. r � C � � � C C C � C � � C 1 C L 1 C C PLAN LEGEND CODE SYNOPSIS GENERAL NOTES �_ THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS ExISTING TO CODE: INDIANA BUI DING CODE 2014 (PRIOR TO BIDDING THE PROJECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE VISBLE BE REMQVED INDIANA PLUMBING GODE 201Z AND�OR CAN BE REASONABLY ANTICIPATEf7.) NEw PARTITION iHE G.C. IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SITE GRADES, ETG PRIOR TO CONSTRUCTION. NOTIFY THE INDIANA FUEL GAS GODE 2014 qRCHITECT ON ANY DISCREPANCIES THAT CWLD AFFECT THE DESIGN AND COMPLETION OF THE PROJECL BUILDING LAYOUT ExIStING wALL INDIANA ELWTRIC CODE 2009 TO BE VEPoFlED BY A LICENSED SURVEYOR. TO REMAIN INDIANA MECHANICAL CUDE 2014 3. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY AND STATE CODES AND STANDARCIS. f— a�aN NorE INDIANA FIRE CODE 2014 4, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AN� PERFORMING ALL WURK �X WINDOWS TYPE INDIANA ENERGY GONSERVATIDN REQ. BY THEM. cooe zoio 5 THE coNrRncroR is RESPONsia�e FOR msuRiNc PROPeR coMPncTioN oF unury caMPaNv rneNCHes- �DOOR T1PE ACCESSIBILIIY CODE ANSI A11].1-2009 HARDwARE SET 6. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS, TAP FEES, AND CERTIRCATES OF OCCUPANCY, � iNreRioR uN�ess iNsrRucreo oTHeRwise- XXXX ELEVATION �_ SITE WORK IS TO BE PERFORMED IN THIS CONTRACT. G.G IS RESPONSIBLE FOR COORDINATING ALL WORK INDICATED ON OCCUPANCY: �ROUP S-1 CIVIL AND ARCHITECTURAL DWGS. GG SHOUL� NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO START OF WORK. EXTERIOR AUTOMOTNE REPAIR X ELEVATION g, ALL EXCAVATION, TRENCHING, ETC_ REQUIRECI IN SUBGRADE TO BE PART OF CONTRACL OCCUPANCY 3,996 SQFT. STORAGE�. CALCULATIONS�. 1 OCC. PER 300 SQ.FT� = 14 OCC. g pROVIQE ADEQUATE BLOCKING AS REQUIRED IN WALLS AND ROOF STRUCTURE TO SUPPORT ELECTRIC WATER COOLER, 0 WALL 900 SO.FT. BUSINESS LAVATORIES, TOILET FIXTURES AND ACCESSORIES, ELECTRIC PANELS, ACCE55 ROOF LADDER, HANDRAILS, ETC. XXXX SEGTION 1 OCQ PER 100 SQ.FT. = 9 OCC. TOTAL = 23 OCCUPANTS � BUILDING x� X sE�T�oN rYPE oF �oNsrR��T�oN: T�E �—B N 0 T U S E D x DETAIL OCCUPIED BUILCIING AREa s,�93 SQFL �t .IUNCTION BOXES, WHICH SUPPLY POWER TO LIGHTING IN CEILING, SHOULD NOT BE LESS THAN 1'-0` ABOVE RNISH CEILING x SEGTION gUILDING FOUNDATION AREA� 5,821 SQ.FT. HEIGHT. QNCWDES CIUMPSTER) �Z, ALL DUCT WORK IS TO BE HELD AS TIGHT AS POSSBLE TO BOTTOM OF ROOF STRUCTURE EXPOSED DUCT WORK IS TO BE RUN PERPENDICULAR TO STRUCTURE. DETAIL SPRINKLED: NO 13- DO NOT SUSPEND ANY ITEMS FROM HORIZONTAL BRIDGING, X—BRACMG, PIPING AND CONDUITS, OR ANY WORK BY OTHER x� xxx TRnoEs. No. OF SiORIES SINGLE STORY VCt CPT 24'-0" iALL 14. CONTRACTOR IS TO REFER TO MEP DRAWINGS AND PROJECT MANUAL FOR ANY HINGED ACCESS PANELS NOT INDICATED IN CHANGE OF ARCH- DWGS- CONTRACTOR IS RESPONSBLE FOR COORDINATING ALL ACCESS PANEL LOCATIONS WITH DRYWALL AND TILE FLOOR MATERIAL � REQUIRED EXITING WIDTH 32" WORK. ELEVATION CHANGE 15. ALL PENETRATIONS AT GYPSUM BOARD PARTITION WALLS ARE TO BE THOROUGHLY SEALED IN A MANNER APPROPRIATE TO EF. IMPORTAM HEIGHTS SPECIAL PkOVISiONS- THE WALL TYPE THAT IS BEING PENETRATED . LE WEATHER TIGHT, ACOUSTICAL, NON—RATED AND RRE RATED. EXPOSED MAxIMUM TRAVEL GYPSUM BOARD TO BE SEALED, TAPED AND FLOATED FOR BEST QUALITY APPEARANCE � W ELEVATION DWG. DIST. = 200-0' 16. MOUNTING HBGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED , INSTALL COMPONENTS AT MOUNTING HEIGHTS 4�� EXISTING REQUIRED BY THE MOST RECENT ISSUE OF THE ADA�AN51 2009 STANDARDS FOR ANY PARTICULAR APPLJCATION INDICATED. �( GRADE ELEVATION REFER ANY QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE OWNER FOR FINAL DEGSION. ¢9pg' NEW iZ DIMENSIONS ARE PROVIDED FOR LOCATION OF PROJECT ELEMENTS. CIRAWINGS SHALL NOT BE SCALED. GRADE ELEVAtIUN �g, DO NOT SCALE DRAWINGS. IF THE G_C_ RNDS A CONFLICT IN THE WFORMATION N�TIFY OWNER FOR GLARIRCATION � UUVUU C 0 R T L A N 0 M 0 R G A N A R C H I T E G T 711 N. FIEIDER RD. ARLINCTON, T% 76012 PH: (81� 835-5898 FAX: (81» 635-5699 O � O � �--� � � � � O � �o� � �•� I � � � � O bp Z..) � �� a �o.� o ��" �� I z � ' � � �` '�" � ,--� O �� ..�� . � �i O � � '" f" � � i. a� ro � � � � � a � s. o � o � � � � � O. ,�y � o s.�--% T� f� O � � v�� o w ,� � � � � � �d ,r, s � � U V \� ��4�] i/� i�' 1SI k. H��. = 92? s ,��, ��r;;-�:si �, - ' SiAiF. OF = P �' `. � �:!Noi,AN.: �: '�.qRCM IiE�\��`��/1 "I.� � Date Revisions 5/10/� 9- Issued lor CBA Review 5/1 ]/� 9- Issued for Builtling Permlt Submittal 6/19/19- Revision 1- Per Sewer Permil Commenis & Owner 9/13/19 - Revision 2 - Per Owner Changes Project No. 19-01 Drawn By: STAFF Date: 5117119 Shee[ Title: COVER SHEET A-0 9LHN-04-2019