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Home My WebLink AboutA000.1WALL TYPES: W1 1-HOUR RATED ASSEMBLY EXISTING INTERIOR DEMISWG WALL TENANTSPACE WITH GVPSUM BOARD RNISH. CONTRACTOR TO PROVIDE SELECT OEMOAND VERIFV EXISTING WALL EXISTING INTERIOR ASSEMBLV. DEMISING WALL IS DEMISING WALL REQUIRE� TO PROVI�E A 1-HOUR RATEo SEPARATION FROM ADJACENT TENANT SPACE TENANT SPACE ONCE EXISTING WALL ASSEMBLV IS VERIFIED IN THE FIELD, COORDINATE WITH ARCHITECT ON PATCH, REPAIR, OR ADDITIONAL LAVERS TO BE ADDED IF RWUIRED TO MEET 1 HOUR RATING. 2 LAVERS OF TVPE X GVPSUM BOARD IS RE�UIRED TO MEET 1 HOUR RATING - TH IS CAN BE ONE LAVER ON EACH SIDE OR 2 LAVERS ON ONE SIDE. COORDINATEWITHARCHITECT. CONTRACTOR TO VERIFV ALL PENETRATIONSIPERIMETER HAS BEEN SEALED WITH FIRE CAULK. NOTE: IN AREAS WHERE EXISTING WALL FINISHES HA� PREVIOUSLV TERMINATED AT EXISTING CBLMG HEIGHTS AND ARE NOW IN EXPOSED CEILING AREAS, EXTEND DRVWALL FINISH UP TO E%POSED METAL DECK/STRUCTURE ABOVE AND FINISH. FlRE CAULK ALL PENETRATIONS. 1-HOUR RATED ASSEMBLY � 35/8"METALSTUDSATi6"OC.ON EACH SIDE OFOPENWG. INSTALL 1 , LAVER OF 5/8" "TYPE X" GVPSUM BOARD ON BOTH SIOES OF WALL EXTEND FRAMING AND GVP. BD. TO FULL HEIGHT OF OPENING AND FINISH � RUSH WITH ADJACENT GVPSUM BOARD WALL RNISHES. FIRE CAULK JOINTSTOPANOBOTTOM FlNISH , AND PAINT PER SCHEOULE. W3 1-HOUR RATED ASSEMBLY � 3 5/8" METAL STUDS AT 16" O.C. � INSTALL 1 LAVER OF 5/8" "TVPE X" GVPSUM BOARD ON BOTH SIDES OF WALL EXTEND FRAMING AND GVP. BD. TO FULL HEIGHT OF OPENING AND FINISH FWSH WITH ADJACENT �n GVPSUM BOARD WALL FINISHES. FIRE CAULK JOINTS TOP AND 80TTOM. FlNISH AND PAINT PER SCHE�ULE. GENERAL PLAN NOTES: A. NOTIFV ARCHITECT OF ANV DIMENSIONAL OR PHVSICAL �ISCREPANCIES ON DRAWINGS RELATIVE TO CONDITIONS IN THE FlELD. REQUEST CLARIFlCATION FROM ARCHITECT PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA. B. CONTRACTOR SHALL PROVIDE PHYSICAL SAMPLES AND SHOP DRAWINGS FORALL NEW STRUCTURAL AN� EXTERIOR/INTERIOR FINISH MATERIALS TOARCHITECT FOR REVIEWIAPPROVAL PRIOR TO ORDERINGIFABRICATION AND INSTALLATION. FLOOR PLAN NOTES: L STAWED/SEALEDCONCRETEFINISHINEXPOSEDFLOORAREAS IN NEW NEEDLER'S GROCERV SPACE IS TO BE PROVIDED BV GC IN THIS PROJECT SCOPE (LANDLORD SHELL/TENANT FINISH WORK). FLOOR FINISH WORK WILL NEED TO BE COORDINATED WITH TENANT FINISH CONTRACTOR AND SEQUENCE OF TENANT FINISH WORK. FLOOR FINISH WORK WILL NOT COMMENCE UNTIL ALL NEW SLAB CUTS FOR NEW UNDERSLAB UTILITIES ARE COMPLETE COORDINATE WITH ARCHITECT FOR AREAS THAT ARE TO RECENE STAIN I SEAL VS. AREAS THAT HAVE OTHER FLOOR COVERINGS. 2. NO NEW FLOOR FlNISH OR STAINED / SEALED CONCRETE IN THIS FUTURE TENANT AREA FLOOR FlNISHES TO BE INSTALLED AS PART OF FUTURE TENANT WORK. 3. NEW AUTOMATIC SLIDING DOOR PACKAGE AND SIDELITE I TRANSOM WINDOW. SEE DOOR I WINDOW SCHEDULE. 4. NEW �ARK BRONZE ALUMINUM STOREFRONT WIN�OW. $EE EXTERIOR ELEVATIONS, WIN�OW SCHEDULE. 5. EXISTINGWINDOWFRAMETOREMAIN. REMOVEANDREPLACE GLA55 THAT HA5 1" MUNTINS WITH STANDAR� CLEAR'I" LOW-E GL4SS IN EXISTING FRAME. REPAIR ANV DAMAGED SECTIONSOFSTOREFRONT. CAULKALLEXISTINGWINDOW PERIMETER. 6. NEW DARK BRONZE ALUMINUM STOREFRONT ENTRANCE AND SIDELITE/TR4NSOMWINDOWS. SEEDOORIWINDOW SCHEDULE. 7. NEW EXTERIOR COLUMN CONSTRUCTION: -B" STEEL TUBE COWMN - SEE STRUCTURAL DWGS -5/8" EXTERIOR GRA�E PLYWOO� ATTACHED TO COLUMN -BUILDING WRAP OVER EXTERIOR GRADE PLVWOOD -AIR SPACE / MASONRV WALL TIES -MO�ULAR FACE BRICK TO BE PAINTE� PER EXT ELEV NOTES -TOTAL EXTERIOR DIMENSIONS FROM FINISH FACE TO FINISH F{�CE _ ��-� rJ�B��. -TVPICAL. NOTE: -FOR COLUMNS AGAINST BUILDING, PROVIDE 2" SPACE BETWEEN EXISTING EXTERIOR FACADE AND FACE OF NEW STEELCOLUMN. PROVIDEMETALSTUDSTOINFILLGAPAND PROVIDE 1/2" EXPANSION MATERIAL BETWEEN NEW/ EXISTING BRICK. 8. DASHED LINE HERE IN�ICATES EXTERIOR LINE OF EXISTING FASCIA / OVERHANG. 9. DASHED LINE HERE INDICATES NEW FASCIAI TERMINATION OF EXISTING OVERHANG AT NEW ENTRANCE FEATURE SEE SECTIONS. 10. DASHED LINE HERE INDICATES OUTLINE OF NEW ENTRANCE FEATUREROOFOVERHANGABOVE. ii EXTERIOR SIDEWALK/ SITE IMPROVEMENTS TO BE ISSUED IN SEPARATE PAGKAGE BV OTHERS. 12 NEWSTEELGOLUMN-SEESTRUCTURALDRAWINGS. 13. NEW INTERIOR CONGRETE SLAB IN THIS AREATO FINISH FLUSH W ITH EXISTING / ADJACENT CONCRETE - SEE STRUCT DWGS. 14. NEW EXTERIOR WALL BUILDOUT: -FOUNDATIONS PER STRUCTUR4L -6" METAL $TUO FRAMING AT i6" O.C. W/ BATT INSULATION -5/8" PLVWOOD OR O58 EXTERIOR SHEATING -BUILDING WRAP -AIR $PACE -MODUL4R BRICK MASONRV - RUNNING BOND - PANT PER ELEVS -5/ 8" GYPSUM BOARD ON INTERIOR FACE OF STUDS -PROVI�E 2X W000 BLOCKING AROUN� PERIMETER OF NEW ENTRANCE iS EXISTWGEXTERIORWALLCONSTRUCTIONTOREMAIN. PREP AND PAIM EXTERIOR FACE OF EXISTING BRICK-SEE EXTERIOR ELEVATIONS. i6. NEWEXTERIORWALLBUIL�OUTTOINFILLFORMERWINOOW OPENINGS: -6" METAL STUD FRAMING AT 16" O.C. W/ BATT INSULATION -5/8" PLVWO00OROSBEXTERIOR$HEATING -BUILDING WR4P AIR SPACE -MODUL4R BRICK MASONRV - RUNNING BONO - PANT PER ELEV$ TOOTH IN MASONRY AT EXISTING JAMBS - FINISH FLUSH W ITH EXISTING ADJACENT MASONRY. -98" GYPSUM BOARD ON INTERIOR FACE OF STUDS FINISH FLUSH WITH ADJAGENT EXISTING GYPSUM BOARD. 17. NEWEXTERIORWALLBUILDOUTTOWFlLLFORMERWINDOW OPENINGS: -6" METAL STUD FRAMING AT i6" O.C. W/ BATT INSULATION -5/B" PLYWOOD OR O58 EXTERIOR SHEATING -BUILDING WRAP -AIR SPACE -MODULAR BRICK MASONRY - RUNN W G BOND - PANT PER ELEVS TOOTH IN MASONRV AT EXISTING JAMBS - FlNISH F W SH W ITH EXISTING A�JACENT MASONRY. -5/6" GVPSUM BOARD ON WTERIOR FACE OF STUDS FlNISH FWSH WITH ADJACENT EXISTING GVPSUM BOARD. 18. 8"X8" STEEL TUBE COLUMN - SEE STRUCTURAL DRAWINGS. 19. 5/8" EXTERIOR GRADE OSB OR PLVWO00 $HEATHING ATTACHED TO STEEL COLUMN. 20. CONTINUOUS BUILDING WRAP OVER SHEATHING. 21. MASONRYWALLTIES. 22. AIRSPACE. 23. MODULAR FACE BRICK TO BE PAINTED PER EXT ELEV NOTES. 24. 1/2" EXPANSION MATERIAL BETWEEN NEW AND EXISTING BRICK MASONRY. 25. 3 SIS" METAL $TUD FRAMING AT $PACE BETWEEN STEEL COLUMN AND EXISTING MASONRV. wA' I..L �` 1 U W � 2 U LL � W � vi CONSraUcrioNooCUMtrvrs �°ia.i"ssc(�a i "�° i�va�re°�'mae ��s: e 'a"ms. �oa*eissoeo�. e�a.zoao rre�isiorvsissueo ARCHITECTI LANDSCAPE ARCHITECT: SITE ARCHITECTURE PROJECTCONTACT�. orzno sMiTH. Rn I ��m na 1314< EAST 106TH STREET NOBLCSVILLC W.O6060 PH.31L3]4.8]90 bMHIL �20LAstlearclitlaclu� mm STRUGTURALENGWEER: STROCTORAL OESIGN, INC. aaodmr caNrncr�. CHARLES P. SCHAEFER. P.E. �n� w us s� swTe e NEw aa�EsriNE. w. asisa PH�iizeei nae EJNAIL cscM1aeler@s�mtltlesign com MEP ENGINEER: THE ENGINEERING COLLAB00.ATIVE PROJECT CONTACT�. SAMHURT,RE. zaio ExECunvE oarvE suirE ioa INDIANAPOLI3, W.4624� PHl 3t] 6lfi 394t EJNAIL sem@�eomep wm Q N Q J a W � 2 � � 0 � W M M � � � Z J � i.► W W �L r � r � N r v! W � N � � ENLARGED FIRST FLOORPLAN RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 08�� 3�20 �1 ENLARGED FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" A101 NL i Z WC C W � O a G H Z Q Z r ♦ � O W W 2019-031 �� zB � � �� 39 � � � EXTERIOR � ��