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Home My WebLink AboutA000.12RELEA5E0 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��_ OO OO CC HH HH � � 4 45 46 41 �27 28 ,30 31 32 �33 �35� (36 ,37i �39 40 41 42 4 A. NOTIFVARCHITECTOFANVDIMENSIONALORPHVSICAL DISCREPANCIES ON DRAWINGS RELATIVE TO CONDITIONS IN THE FlELD. REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA. B. CONTRACTOR SHALL PROVIDE PHYSICAL SAMPLES AND SHOP DR4WINGS FORALL NEW STRUCTURAL AND FINISH MATERIALS TO ARCHITECT FOR REV IEWIAPPROVAL PRIOR TO ORDERWG/FABRICATION AND INSTALLATION. ELEVATION / SECTION NOTES: AN� PAINT -PAINT COLOR 7 - WHITE E2 EXISTING BRICK, REPAIRANY DETERIORATED AREAS, CLEAN AND PAINT. -PAINT COLOR 2 - OARK GREY E3. FIBER CEMENT LAP SIDING-61/4"W -5" EXPOSURE BASIS OF �ESIGN: JAMES HARDIE SMOOTH -PAWT GRADE SIDING - PAINT COLOR TO BE SELECTED BV ARCHITECT. -PAINT COLOR 3 � DARK GREV E4. FIBER CEMENT LAP SIDING-61/4"W -5" EXPOSURE BASIS OF DESIGN: JAMES HARDIE SMOOTH -PAINT GRADE SIDING - PAINT COLOR TO BE SELECTED BV ARCHITECT. -PAINT COLOR A � LIGXT GREV E5. NEW PREFINISHED METAL COPING - MATGH EXISTING SIZE. -COLORS-BLACK E6. NEWPREFlNISHEDRECTANGULARGUTTER-MATCHEXISTING SIZE. -COLOR 5 - BLACK E7. NEWPREFlNISHEDRECTANGULARDOWNSPOUT-MATCHEXISTW( SIZE. -COLOR 5 - BLACK E8. COMPOSITE WOOD $IOING WITH EQUALLV $PACED VERTICAL EXPANSION JOINTS AS SHOWN. BASISOFDESIGN: NICHIHAVINTAGEWOODSEPoES co�oR: cEoaR E9. EXISTING DOORAND FRAMETO BE PAINTED TO MATCH NEW PREFINISHED BLACK METAL COPING AND DOWSPOUTS. N0. NEW STOREFRONT WINDOW, SEE WINDOW FR4ME ELEVATIONS. COLOR TO BE DARK BRONZE TO MATGH EXISTING. E11. NEW BRICK ROWLOCK SILL TO MATCH EXISTING BUILDWG SILLS. PAINT. �PAINT COLOR 2- DARK GREY E12. NEW PREFINISHED STANDING SEAM METAL ROOF OVER MAN. STANDARD UNDERLAVMENT�COLORS-BLACK-SEEROOFPLAN E13. NEW PREFABRIGATED TENANT SIGNAGE BV OTHERS. E14. NEW EXTERIOR LIGHTING, SEE ELECTRICAL DRAWINGS. N5. NEW STOREFRONT SVSTEM, SEE FRAME ELEVATIONS. COLOR TO BE DARK BRONZE TO MATCH EXISTING. E16. EXISTING STOREFRONT, CLEAN AN� REPAIR A$ REQUIREO. EXISTING BRICK SILL TO BE PAINTED COLOR 2. E17. 5l4 X 8" FIBER CEMENT HEADERTRIM BOARD. TO BE PAINTED COLOR3�DARKGREY. E18. STEEL FRQMING, SEE STRUCTURAL DRAWINGS. TO BE PAINTED COLORS-BLACK. E19. CUSTOM SHAPE CAST STONE CAP - COLOR TO BE SELECTED (GRAV). 2 PIECES TO WRAP COLUMN AND GAP BRIGK COLUMN WRAP. SLOPE TO EXTERIOR AND OVERHANG BRICK 1". E20. VAPOR BARRIER. E21. THROUGH WALL METAL FLASHING. E22. Sl8" EXTERIOR PLYWOOD OR OSB SHEATHING. E23. 6" STEEL STUD FRAMING. E24. R21 BATT INSULATION. E25. Sl8" TVPE GVPSUM BOARD. FINISH TO PAINT READV CONDITION. PAINT FINISHES BV OTHERS. E26. TREATED WOOD BLOGKING. E27. 2X2 STEEL TUBE. TO BE PAINTED COLOR 5- BLACK. E28. 4XH CEDAR BEAM TO BE STAMED - SEE STRUCTURAL. FINISH GRADE CEDAR-THIS WILL REMAIN EXPOSED. PROVIDE SAMPLES AND VERIFY STAIN COLOR WITH ARCHITECT. E29.2X6TONGUEAND GROOVE WOODDECKING-SEESTRUCTURAL. FINISH GRADE WOOD DECKING (SOFFIT)-THIS WILL REMAIN EXPOSED. PROVIDE SAMPLES AND VERIFV STAIN COLOR WITH ARCHITECT. E30. Sl8 PLYWOOO I OSB ROOF SHEATHING, SEE STRUCTURAL. E31. CONCRETE FLOOR INFILL WITH REBAR EPDXIE� INTO EXISTING SLAB-SEESTRUGTURAL. E32. BRICK ROWLOCK COURSE. TO BE PAINTED COLOR2�DARKGRAY. E33. Sl4 X6 COMPOSITE TRIM BOARD. TO BE PAINTED COLORS-BLACK. E34. NEW PRERNISHED STANDING $EAM METAL ROOF FASCIA TRIM. -COLOR 5- BLACK - SEE ROOF PLAN. E35. 1l2" CELLULAR PVC SHEET. TO BE PAINTED -COLOR 5 - BLACK E36. OUTLWEOFCORNERPAVILION. SEEDRAWINGS4-60NA203. E37. STEEL CLIP ANGLE, SEE STRUCTURAL TO BE PAINTED -COLORS-BLACK E36. NEW INSULATION/MEMBRANE OVER EXISTING. SEE ROOF PLAN. E39. NEW CONCRETECOLUMNFOUNDATION,SEESTRUCTURAL. E40. EXISTING CONCRETE SIDEWALK. SEE FUTURE CIVIL DWG. PKG. E4L EXISTING CONCRETE SLAB. E42. EXISTINGSTEELSTRUCTURE. E43. EXISTING MASONRY, REPAIR ANV DETERIORATED AREAS, CLEAN AND PAINT. -PAINT COLOR 2 - DARK GREV E44. EXISTING EQUIPMENT, PAINTANY PREVIOUSLY PAINTED COMPONENTS, CONDUIT, PIPING, ETC. COLOR2-DARKGREV E45. EXISTWG WOOD TRIM BOARD TO BE PAINTED COLOR 5- BLACK. E46. EXISTINGWOODWORKTOBEPAINTEDCOLORS-BLACK. E47. WOODJOISTTOMATCHEXISTWG. TOBEPAINTED COLORS-BLACK. E48. WOOD RAFTER TO MATCH EXISTING. TO BE PAINTED COLORS�BLACK. E49. WOOD DECKING TO MATCH EXISTING. BOTTOM TO BE PAWTED COLORS-BLACK. E50. 3 5/8" $TEEL $TUO FRAMING AT i6" O.C. E5L Sl8" PAINT-GRADE PLVWOOD. TO BE PAINTED COLOR 5-BLACK. E52. NEW PRERNISHED BREAKMETAL TRIM OVER WOOD BLOCKING. -COLORS-BLAGK E53. NEW FACE BRICK TO BE PAINTED. -PAINT COLOR 1 - WHITE E54. NEW FACE BRICK TO BE PAINTED. -PAINT COLOR 2 - DARK GREY E55. EXISTING WOOD SI�ING AND TRIM, REPAIR ANV DETERIORATE� AREAS, CLEAN AND PAINT. -PAINT COLOR 2 - DARK GREV E56. HATCHEDAREANEEDSMASONRYTUCKPOINTINGANDREPAIR PRIOR TO PAINTING. E5�. MFlLL AREA WITH FACE BRICK WHERE OVER-BUILD WALL EXISTED. PAINT. -PAINT COLOR 7- WHITE E58. NEW PRERNISHED BREAKMETAL DRIP EDGE TRIM AT WOOD DECKEDGE. -COLOR 5 - BLACK E59. SI4 X 8 COMPOSITE TRIM BOARD. TO BE PAINTED COLORS-BLACK. E60. 3l4 X6 COMPOSITE TRIM BOARD. TO BE PAINTED COLORS�BLALK. E61. NEWAUTOMATICSLIDINGDOORSYSTEM-SEEDOORSCHEDULE E62. NEW OVERHEAD DOOR. SEE DOOR SCHEDULE. E63. SALVAGE EXISTING GUTTER AND DOWNSPOUT ON BACKISERVICE SIDEOFBUILDING. REPAIRIREPLACEASNEEDED. w � � � U W � 2 U'wr' I..L � W � vi coNSTRUcr�orvoocumervTS �a.i°ssc�a i "�° ivvu,°�re°�ae °i��s: e �a"ms. �oareisweo�. s�a.zoao Evi6i0N6iS5UEP ARCHITECTI LANDSCAPE ARCHITECT: SITE ARCHITECTURE PROJECTCONTACT�. oano sMiTH, an I ��m na 13t44 EAST i 06TH STREET NOBLCSVILLC W.O6060 PH.31]3]6.8]90 t-maic oao@sn�rmnac�� om STRUGTURALENGWEER: STROCTORAL OESIGN, INC. aaodmr caNrncr�. CHARLESP SCHAEFER. P.E. �P� W US 52 SUITE 9 NEW PALESTIiJE M.46163 PH'3�Z0ti1 ]93tl EJNAIL cscM1ae(er@s�mtltlesign com MEP ENGINEER: THE ENGINEERING COLLAB00.ATIVE PROJECT CONTACT�. SAMHURT,RE. 24W E%ECUTIVE �RNE, SUITE 100 INDIANAPOLIS, W.46241 PH'31Z636'i94t EJNAIC sem@�eomep wm Q N Q a � 2 � � 0 � W NL i Z WC C W\ / ON IL a G Z Z r ♦ � O W W EXTERIOR ELEVATIONS W I.I. r � N r v! W � N � � M M � � � Z J � V A206 2019-031 DATE: 08�� 3�20 3 WEST ELEVATION AREA PQ SCALE: 3/16" = 1'-0" 2 SOUTH ELEVATION AREA O SCALE: 3/16" = 1'-0" 1 SOUTH ELEVATION AREA N SCALE: 3/16" = 1'-0"