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Home My WebLink AboutA-1.pdf� � RE N VATI N F E�I STI N I NTE RI R S PAC E � O O O G O � � _�N TO PHYSICAL TH E RAPY O FFICE -� �� z z� �� GENERAL NOTES ABBREVIATIONS LIST OF DRAWINGS PARTITION LEGEND LOCATION MAP �� N 1. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH ALL APPLICABLE A I NEW CONSTRUCTION � cooES iN rHE TowN oF zioNSVi��E n.e nNCHOR eo�1 i.o iNSioE oinM�rER ARCHITECTURAL � A�C AIR CONDITIONWG LE INVERT ELEVATION EXISTING CONSTRUCTION � � 2 ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE CONTRACT q.C.L AMEkICAN CONCRETE INSTITUTE INSUL INSULATION A—� LOCATION MAP, GENERAL NOTES, � � i� DOCUMENTS PROJECT SPECIRCATIONS AND RECOMMENDATIONS, AND THE BEST TO REMAW � �� I� I � ACOUST_ ACOUSTICAL INT. INTERIOR y ACCEPTED TRADE PRACTICES AND STANDARDS. A.D.n. nMERICAN WITH DISnBILITIES ACT PARTITION TYPES, DOOR SCHEDULE _ �� J ExisnNC coNSiRUCnoN "�� U 3. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ADH. ADHESIVE ,I.C. JANITOR'S CLOSET TO BE REMWED O aF.F. aeove FiNisHeo F�ooR A-2 PARTIAL FLOOR PLAN, 7HE ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, MAJOR ELEMENTS AND MATERIALS. JT. JOINT THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED ALT. ALTERNATE REFLECTED CEILING PLAN _ Q AL�AWM. AWMINUM K FOR THE FULL COMPLETION OF THE PROJECT. THE GENERAL CONTRACTOR AND HIS qMP. nMPERE KIT. KITCHEN � SUBCONTRACTORS SHALL FURNISH ALL OF THOSE ITEMS AND LABOR REQUIRED FOR ANOD. ANODIZED K.S. KNEE SPACE A-3 INTERIOR ELEVATIONS PARTITION TYPES CONSTRUCTION r �� THE FULL COMPLETION OF THIS PROJECT. ACCEPTANCE BY THE OWNER SHALL BE A.N.SI. AMERICAN NATIONAL L I_ � CONDITIONS OF THE CONTRACL STANDARDS INSTITUTE LqM. LAMINATED D-1 DEMOLITION: PARTIAL FLOOR PLAN •�' 4. THE CONTR4CTOR SHALL INVESTIGATE, VEPoFY AND BE RESPONSIBLE FOR ALL APPROX. APPROXIMATE LqV. LAVATORY � PARTITION TYPE j�i: INTERIOR PARTITION ARCH. ARCHITECT�ARCHITECTURAL LpM. PLAS. LAMINATED PLASTIC � � REQUIREMENT OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY AVG. AVERAGE L7. LIGHT MECHANICAL 3 5�8" 22 GA. METAL STUDS � 16° O.C. WITH 5�8" GYPSUM BOARD ON CONDITIONS CONTRARY TO THE CONSTRUCTION DOCUMENTS THAT REQUIRE B �.Wi. CONG LIGHT WEIGHi CONCRETE EACH FACE OF METAL STUDS EXTEND PARTITION TO UNDERSIDE OF ACOUSTICAL MODIRCATIONS BEFORE PROCEEDING WITH THE WORK. B/ BOTfOM OF M M—� MECHANICAL: PARTIAL FLOOR PLAN, CEILING GRID. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE BD. BOARD MAS. MASONRY SCHEDULES, NOTES, DUE TO THE CONSTRUCTION OPERATION, AND REPAIR OR REPLACE ANY ELEMENTS BLDG. BUILDMG M.T. MEN'S TOILEf �j� � PARTITION TYPE #2: 7'-0" HEIGHT INTERIOR PARTITION � DAMAGED DURING THE PROJECT. B.F.P. BACK FLOW PREVENTOR MAX. MAXIMUM LJ 3 5/8° 22 GA. METAL STUDS � 16° O.C. WITH 5/8" GYPSUM BOARD ON EACH � 6. DRAWINGS AND SPECIFICATIONS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN BLK'G BLOCKiNG M.D- METAL DECKiNG PLUMBING FACE OF METAL STUDS WITH WOOD CAP. `�8 COMPLETE SETS SO THAT THE FULL EXTENT OF WORK 6 SHOWN AND COORDINATION BRG. BEARING MECH. MECHANICAL OF WORK IS MADE POSSIBLE. BTM. BOTfOM MEf. METAL P—� PLUMBING RISER DIAGRAMS, NOTES PARTITION TYPE #3: INTERIOR PARTITION AT BATHROOM �� BRG. PL BEARWG PLATE MFR. MANUFACTURER -03 � ,�E � Z THE GENER4L CONTR4CTOR AND SUBCONTRACTORS SHALL BE RESPONSBLE FOR M.H. MANHOLE 3 5�8" 22 GA. METAL STUDS � 16° O.C. WITH 3 1�2" BATT WSUL4TION AND y BSMT. BASEMENT �t�,� THE COORDINATION OF ALL WCOMING UTILITIES. MIN. MINIMUM ELECTRICAL 5�8" GYPSUM BOARD ON EACH FACE OF METAL STUDS EXTEND PARTITION 12" 8. DO NOT SCALE DR4WINGS, WRITTEN DIMENSIONS SHALL GOVERN. THESE DRAWINGS C MiSC. MiSCEUaNEOUS ABOVE ACOUSTICAL CBLING GRID. cne. caewEr M.�. MEr^� wTH E-1 ELECTRICAL PARTIAL FLOOR PLAN, MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENT THAN ORIGINALLY DR4WN. QB. CAiCH BASIN M.O. MASONRY OPENING DO NOT SCALE DRAWINGS. CEM. CEMENT MTD- MOUMED LOAD CALCULATIONS, NOTES 9. THE cENEru� coNTw,cTOR nNO suecoNTRncroRS sHn�� vERi�v n�� PaRnnoN �F"' 0UB1T FEEr PER ""'"��E ""�� ""�LL10N BUILDING CODE USED� local amendments� � LOCATION MAP L4YOUTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING C,G.E COMPACTED GRANULAR FlLL N C,J. CONTROL JOINT BEFORE PROCEEDING WITH ANY FRAMING. GL. CENTER uNE NAT. NATURAL SCALE: N.T.S. � ac. cEwNC N.i.c Nor iN coNrRncr 2006 INTERNATIONAL BUILDING CODE � 10. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR N0. NUMBER � RELD VERIFlCATION OF ALL DIMENSIONS AND CONDITIONS BEFORE EXECUTION OF ANY CLOS. CLOSET NOM_ NOMINAL 2012 INDIANA PLUMBING CODE � WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING. C,M.U. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE ° � �o� �o��MN DESIGNATIONS zoos iN�inNa MECHnNicn� cooE 11. REFER TO ALL DRAWINGS AND SPECIFlCATIONS FOR FULL COORDINATION OF WORK. CONC. CONCRETE � 2008 INDIANA FIRE CODE °�' �� 12 THE GENERAL CONTRACTOR SHALL COORDINATE ADDITIONAL SUPPORT OR COND. CONDUIT O.C- ON CENTER WNN. CONNECTION O.D. OUTSIDE DIAMEfER �'i a a CONCEALED BLOCKING FOR INSTALLATION OF HANDRAILS, MILLWORK, WALL PANELS, OPNG. OPENWG 2009 INDIANA ELECTRICAL CODE __ __ — WINDOW TREATMENTS, GRAB BARS AND ALL OTHER SURFACE MOUNTED COMPONENTS CONSTR. CONSTRUCTION 2008 INDIANA FUEL GAS CODE r-� coN1. coNnNUOUS p 13. THE GENERAL CONTRACTOR'S SUBCONTRACTORS SHALL COMPLETELY HOOKUP AND CONTR. CONTRACiOR PART. PARTITION 2012 INDIANA ENERGY CONSERVATION CODE �° CONNECT ALL EQUIPMENT AND FURNISH ALL NECESSARY APPENDAGES. THE COMPLETED CORR. CORRIDOR P.C.E POUNDS PER CUBIC FOOT � SHT. # INTERIOR ELEVATION SYSTEMS SHALL BE FULLY OPERATIONAL. QL CERAMIC TILE PL. PLATE 2009 ICC � ANSI A117.1 I � A� C.W. COLD WATER p.L. PROPERiY LME � � 14. THE PREMISES SHALL BE KEPT IN A BROOM SWEPT FlNISH CONDITION DURING p PLAS. PLASTER � o� o ALL PHASES OF THE CONSTRUCTION. ALL CONTRACTORS AND SUBCONTRACTORS SHALL DBL. DOUBLE PLBG. PLUMBWG °°' � BE RESPONSIBLE FOR CLEANING UP AND DISPOSING OF THEIR LITTER AND LEFT OVER DEG. DEGREES P.LF. POUNDS PER LWEAR FOOT ppp MOODY�S EXERCISE ACCEL�RATED STATE�� FARM MATERIALS ON A REGULAR BASIS AND LEAVE THE PROJECT IN A BROOM RNISH DIA DIAMEfER PLrivD. PLVw00D � EXTERIOR ELEVATION CONDITION UPON COMPLETION OF THEIR PORTION OF THIS PROJECT. DIM. DIMENSION P.SF. POUNDS PER SQUARE FOOT SHT. DOOR SCHEDULE BUTCHER INC. PHYSICAL THERAPY DISC. DISCONNECT P.S.L POUNDS PER SQUARE INCH DOORS FR4MES HARDWARE NOTE�REMARKS SHOP � 15. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES IN ORDER TO AVOID P.V.C. POLYVINYL CHLORIDE INTERFERENCE, PRESERVE FOR THE MAXIMUM HEAD ROOM AND AVOID OMISSIONS. DR. DOOR PVMT. PAVEMENT N0. LOCATION SIZE MAT'L TYPE FINISH MAYL RNISH � _"� J� - 16. CABINET SUPPLIER SHALL VERIFY EXISTING CONDITIONS, APPLIANCE AND EQUIPMENT DTL DETAIL o v w��"�. OCCUPANCY OCCUPANCY OCCU [ANCY OCCU ANCY �� DIMENSIONS BEFORE THE SUBMISSION OF SHOP DRAWINGS FOR OWNER�S APPROVAL. D.W.C. DRINKING WATER COOLER Q,T. QUARRY TILE � SECTION MARK ��,-`� 5 ��' g o� i�s-m i.s�uu�eosnn MERCANTILE BUSWE55 BUSINESS BUSI�IESS Q W D.W.F. DRINKING WATER FOUNTAIN SHT. = y= N s� �� a n GROUP M GROUP B GRO P B GROUP B �� REPORT ANY INTERFERENCE TO ARCHITECT. COUMERTOPS SHALL BE SUPPLIED AND R � s;�� e��S , DWG. DRAWING z � INSTALLED BY GENERAL CONTRACTOR. R. RiSER oi oFFice 3'-a" x �'-a" wo s.c. n sro sr� vTO •• w DWLS. DOWELS � RA. RETURN AIR C� Z 17. ALL PARTITIONS SHALL RECEIVE BASES: D.w. DiSHwaSHER RAD. RADWS � WALL TYPE oz M�. oecands a'-o" x �'-o" wo/s.c. n sro sr� aTO • • � w BASEBOARDS AT CARPET AND VINYL TILE FLOORING SHALL BE 1 8" THICK, 4" HIGH E oa uaNaceas oFFice a'-o' x r-o° wo/s.c- a no m aro •• - J � R.D. ROOF DRAIN � � � oa sraFF 3'-a" x i=o" wo s.c. n sro sn vro •• — RUBBER COVE BASE, COLOR TO BE SELECTED BY OWNER. PROVIDE MANUFACTURED Ea FACH REBnR REiNFORCiNG BnR � N.Z Q� o BASES AT CORNERS WITH MIN. 4" EXTENSIONS IN BOTH DIRECTIONS. ELF.S EXfERiOR INSULATION FlNISH SYSTEM RECPT. RECEPTnC�E � DOOR o Noev '-" �'-" o c. n sr sr� vTO •• • 10�28�2013 �� w E�E�T E�E�rR��A� REF REFEREN�E o6 ME�s 3—a „,—o wo,5� A 5ro s,� PTO .. . . �orE , 2 TENANT KEY PLAN Q= 18. DRYWALL RNISHING: APPLY JOINT TAPE AND JOINT COMPOUND AT JOINTS BETWEEN ELEV./EL ELEVATION REFR. REFRIGERATOR Z� U m woMeN's a'-o' x r-o° wo/s.c- a no m aro • • • • Nore � � GYPSUM BOARDS. ALL GYPSUM BOARD SURFACES SHALL BE PROVIDED WITH THREE ENCL ENCLOSUaE kEG- REGiSiEe O WINDOW SCALE: N.T.S. � - L4YERS OF PL4STER ENT. ENTRANCE REV. REVISION �� OOR TYPES HARDWARE SETS Q w� EP. ELECTRICAL PANEL RFG. ROOFlNG s�e i��-ra N�Z� 19. PAINTING�. PROVIDE 1 COAT PRIMER AND 2 COATS OF PAINT AT ALL PAINTED EQ. EOUAL R.INSUL, ROOF iNSULATiON i. nu oaoe �aTCnes ro eE ��vere ttPe roe non caMPUUUCe. �p�pg�p013 T U O O SURFACES. EQUIP. EQUIPMENT RM. ROOM 2. ALL HARDWAe[ vINISH SHALL sE 826. Q� Z � 20. INTERIOR FINISHES SHALL COMPLY WITH THE CIiY OF HAMMOND BUILDING CODE ETC. ETCETERA R.0 ROUGH OPENING a. sueMiT cur sHeers ov au Hnrzownee roe owNee's aaaaovA�. EX� EX�A�"T'°" ° P^SS^�E'^r��-S��°E�°�KS°R°ERN�°P-^�'°S BUILDING INFORMATION 21. ALL DOORS USED IN CONNECTION WITH EXITS SHALL BE SO ARR4NGED AS TO BE EXH. EXHAUST 5 READILY OPENED WITHOUT USE OF A KEY FROM THE DIRECTION OF EGRESS. EXISL EXISTING S.C. SOLID CORE s. cvsseooM �ocK-scnuce �ocKS oreoeeg duP-nvoao 22 ALL GLAZED DOORS, ALL GLAZED PANELS MORE THAN 18' IN WIDTH IMMEDIATELY ExP. dL ExPaN5i0N dOiNT SCHED. SCHEDULE s. eam Peivncv �ocK-scHUCe �ocKS oaoeeg duP-n�aos Exr. E�ERioR sEC sECnoN CONSTRUCTION TYPE EXISTWG TYPE II—NONCOMBUSTIBLE ADJACENT TO ANY DOOR WHERE THE SILL OF THE GLAZED PANEL IS LESS THAN 24" SHT. SHEET DOOR SCHEDULE NOTES ABOVE THE FLOOR SHALL BE GL4ZED WITH SAFEiY GL4ZING MATERIALS. NO WINDOW F SIM. SiMILAR HiNGED OCCUPANCY CLASSIFICATION: BUSWESS GROUP B SILLS SHALL HAVE A SILL HEIGHT OF LESS THAN 2�—O�� ABOVE THE FLOOR UNLESS EA FRESH AIR SK. SMK I. CONiRACiOR SHALL VERIF1' SIZE(WIDiH AND HEIGHi) OF DOOR � NOTED OTHERWISE. F. eR. FncE eR�cK sPECS. saEaFicnr�oNS O oPeNiNCS eeFaee ore�eeiNC ooaes. ALLOWABLE BUILDING AREA 23,000 SQ. FT. F.D. FLOOR DRAIN SQ. FT. SQUARE FOOT z. 000a sn� sHeu eE vwsH, viNish: onK-s1aNEO. 23. PROVIDE ONE (1) YEAR GUARANTEE ON ALL MATERIALS & WORKMANSHIP FDN- FOUNDaTiON SQ- iN. SQUnRE iNCN a- uu euss irv 000as s�nu se reuaeeeo- TOTAL EXISTING BUILDING AREA' 8,326 SQ. FT. PERFORMED UNDER EACH CONTRACL EE FlRE ExTiNGUiSHER S.S. STniN�ESS STEE� a. uNOeecuT 000e i° ns eeouieeo FaR Preovee veNnurioN- FlN. FlNISH ST. STREET s. ceNeau coNrrencTOre snnu sueMiT au oaae aNO nneownree PRO SED RENOVATION: , 72 SQ. FT. N.Z. FIXT. FIXTURE STO. STAN�ARD sPeaFicnnoNS we owNeres naPeovai. 10/28/2013 FLaSH_ FLaSHiNG SrL STEEL a nu sree� FrenMes snnu se ie cnuce we�oeo FaaMes # OF OCCUPANTS: 5 MAXIMUM FLR FLOOR $TOR. $TORAGE ]. PROVI�E A BLUE PUSTIC SIGN WIiH 1HE ACCESSIBILItt STMBOL ER.P. FlBERGLASS REMFORCED PANELS STRUCT. STRUCTURAL iN wHiTe(Pere non). sice snnu ee MaunTeo oN Tne wnu nr Tne Ff. FEET�FOOT SUSP. SUSPENDED U+TCH SIDE OF iHE DOOR, 9° AWAY FROM iHE FRPME AND 60" AEF. � RG. FOOTING T r0 iHE CENTERLwE OF iHE SIGN. FURR FURRED T. TREAD � LB. TOWEL BAR �E p� �aR SEE Pv�N Poa GA. GAGE/GAUGE 1EMR TEMPERED wuL nuCKNESS wn� rHICKNESS I CERTIFY THAT THESE DRAWINGS WERE � GALV. GALVANIZED T&G TONGUE & GROOVE G.B. GRAB BAR T�0 TOP OF GG GENERAL CONTRACTOR TYP, iYPICAL 1/2" MIN. GWSUM BOPRO—PAINiE� GR. GRADE i/e" MiN. cvPSUU eaneo-aaiNreo ooue�e ueru nuo AND TO THE BEST OF MY PROFESSIONAL GvP. GvPSUM � MEra� sruo ANO RuNNER MEra� sruo nNCHOa KNOWLEDGE THEY CONFORM TO THE GPM. GALLONS PER MINUTE U.L UNDERWRITERS LABORATORIES INC. (s) aeo'o aee dnMe H U.N.O. UNLESS NOTED OTHERWiSE o TOWN OF ZIONSVILLE BUILDING CODE. v AND CLIP AT FLOOR H.B. HOSE BIB V.C.T. VINYL COMPOSITION TILE - HM FRAME-PAiNrE� p HM FRAME-PAiNiEo H.C. HANDICAP ACCESSIBLE NM oe wD Dooe- EXPIRATION DATE VB. VINYL BaSE PAiNaEOwo oaoa- 12/01/2013 H_C- HOLLOW CORE VEST. VESTIBULE PAiNiEo HD. HIGH DENSItt HDR. HEADER W HEAD JAMB • HDW. HARDWARE W.C. WATER CLOSET HM Ho��ow MErn� wo. w000 3 DOOR DETAILS � Hr. HEicHr w.i. wROUCHT iRON H.V.A.C. HEATING, VENTILATION, W.M. WIRE MESH SCALE: 1 I/2'=1'-0" AIR CONDITIONWG W.P. WATERPROOFlNG MEMBRANE H.W. HOT WATER WS. WEATHERSTIPPING H.W.H. HOT WATER HEATER W.T. WOMEN'S TOILET W.W.F. WELDED WIRE FABRIC Nabil Zahrah nR �i300009 2013-1047