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HomeMy WebLinkAboutRollD ■.w -77 WOODLAND COUNTRY CLUB GOLF CLUBHOUSE RENOVATION & ADDITION CARMEL, IND ANA ARCHITECT OWNER STRUCTURAL MEP ENGINEER INTERIORS FOOD SERVICE KUO DIEDRICH ARCHITECTS WOODLAND COUNTRY CLUB PEC STRUCTURAL ENGINEERING, INC VECTOR CONSULTING, LLC JUNE PRICE INTERIORS C&T DESIGN AND EQUIPMENT CO. 834 INMAN VILLAGE PARKWAY 100 WOODLAND LANE 3005 L AND N DRIVE 1005 NORTH SENATE AVENUE 5373 FOREST SPRINGS DRIVE 2750 TOBEY DRIVE THE BLUE HORSE SUITE 280 SUITE #3 INDIANAPOLIS, INDIANA 46202 ATLANTA, GEORGIA 30307 CARMEL, INDIANA 46032 HUNTSVILLE, ALABAMA 35801 PH: 317.632.4444 DUNWOODY, GEORGIA 30338 INDIANAPOLIS, INDIANA 46219 PH: 678.244.6270 PH: 317.413.7465 PH: 256.533.3042 FX: 317.632.4960 PH: 404.364.0628 PH: 317.850.6831 FX: 678.244.6272 FX: 317.575.2802 FX: 256.533.3043 CONTACT: BILL STACEY FX: 678.904.8911 FX: 317.644.7857 CONTACT: MARK DIEDRICH CONTACT: JEFF HOFFMAN CONTACT: JOHN POWELL CONTACT: JUNE PRICE CONTACT: LARRY SIMONEL PERMIT/BID DOCUMENT SET -DECEMBER 11, 2012 LOCATION MAP PROJECT SUMMARY THE DRAWINGS IN THIS SET DETAIL WORK TO BE PERFORMED ON THE EXISTING CLUBHOUSE AT WOODLAND COUNTRY CLUB. THE WORK SHOWN INCLUDES BOTH RENOVATION OF EXISTING SPACES AS WELL AS A NEW ADDITION. THE RENOVATION PORTION SHALL INCLUDE DEMOLITION WORK (EXISTING WALLS, DOORS, FINISHES, ETC.) AS WELL AS NEW CONSTRUCTION AND INSTALLATION OF NEW FINISHES. THE NEW ADDITION TO THE CLUBHOUSE WILL BE A NEW ELEVATED EXTERIOR DINING PORCH AT THE REAR OF THE CLUBHOUSE. CODE INFORMATION Indiana Building Code 2008 Edition (International Building Code) (2006 Edition, 1st printing) Indiana Fire Code 2008 Edition (International Fire Code) (2006 Edition, 1st printing) Indiana Plumbing Code 1999 Edition, Version a (Uniform Plumbing Code) (1997 Edition) Indiana Mechanical Code 2008 Edition (International Mechanical Code) (2006 Edition, 1st printing) Indiana Fuel Gas Code 2008 Edition (International Fuel Gas Code) (2006 Edition, 1st printing) Indiana Electrcial Code 2009 Edition (National Electric Code) (2008 Edition, 1st Printing) Indiana Energy Conservation Code 2010 Edition (ASHRAE 90.1) (2007 edition, as amended) CONSTRUCTION INFO PROJECT NAME: WOODLAND COUNTRY CLUB RENOVATION & ADDITION PROJECT LOCA11ON: CARMEL, INDIANA (CLAY TOWNSHIP) ZONING: P-1/PARK & RECREATION DISTRICT OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: II—B, FULLY SPRINKLERED SQUARE FOOTGAGE: UPPER: INTERIOR HEATED: 16,495 sf EXTERIOR COVERED: 1,496 sf LOWER: INTERIOR HEATED: 16,946 sf EXTERIOR COVERED: 2,384 sf WOODLAND COUNTRY CLUB THIS IS THE ONLY AREA TO BE USED CONSTRUCTION PEf RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, INDIANA 46032 ;NCE =NCING Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX umT,�l Pm. no x - slimy w • s, SEAL r 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE CODE INFORMATION AND SITE PLAN SHEET A001 ISSUED FOR CONSTRUCTION Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 1NHUtIN�t/Jr ftJJ ,�AQz NJ �,�. rte. r •. ... J�iJ��`�CPtTEG .���`' 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DRAWING INDEX A002 ISSUED FIR CINISTRUCTIC plan EXIT LOCATIONS 1/16"=1'-0" A003 MAIN FLOOR PLAN plan 2 EXIT LOCATIONS 1/16"=1'-0" A003 UPPER FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 EX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE CLUBHOUSE LIFE SAFETY A003 SSUED FIR CONSTRUCTION LOWER LEVEL HATCHED AREA INDICATES SCOPE OF WORK FOR "LOWER LOBBY & ADMINISTRATION" PORTION OF CONSTRUCTION. — SHEETS A110—A114 — AREA OF WORK: 4,176sf "DIDDEL'S FFICES", ON THE AND A120a ADMIN. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL .r��N�i us i stir: r •~ Rte.• FC . i.�.. } . •��sr, �i+,i t�tiEi 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE LOWER LOBBY & ADMINISTRATION SCOPE OF WORK LOWER LEVEL A110 ISSUED FSR CONSTRUCTION DEMO WALL AND DOORS AT ELEVATOR AS SHOWN lk ALTERNATE CONSTRUCTION NOTES: _ ALTERNATE #2 DEMO EXISTING DOOR - DO NOT ALTER EXISTING ELEVATOR TRIM, STRIP EXISTING - DO NOT MODIFY ANY WALLS, CASEWORK, ETC. } PAINT/STAIN AFFECTED BY THE NEW ELEVATOR LOCATION ALTERNATE #F3 t° 3'-11 1/2" 2'-10" - DO NOT WIDEN OR OTHERWISE ALTER THE L _ EXISING CORRIDORS (#1006, #1007, #1013, #1015) - DO NOT ALTER ANY WALL LOCATIONS ALONG CORRIDORS LISTED ABOVE DEMO WALL AND DOOR = _ 2 - SCOPE OF WORK IN CORRIDOR IS TO CHANGE AS SHOWN, PREP FOR — _ >! FINISHES, CEILING TILES, HVAC GRILLS/REGISTERS, NEW CASED OPENING 1` AND LIGHT FIXTURES ONLY r - DO NOT ALTER ANY WALLS, DOORS, CASEWORK, ETC. IN CURRENT ADMINISTRATION AREA LOBBY CORRIDOR 1 ` e� OFFICE `�> loas /DEMO EXISTING FLOOR FINISH, WALL FINISH AND ALL RAILINGS AT "LOWER LOBBY" Ay DEMO WINDOW/x" ALT. DEMO WALLS AND ��, O DOORS AS SHOWN _ DEMO EXISTING ELEVATOR AND ENLARGE SLAB OPENING TO 5'-9"x7'-7" AS SHOWN / / I if �� a NEW ELEVATOR PIT DEPTH: 48" r� � NOTIFY CARMEL UTILITIES DEPARTMENT OFFICE i> ` (JOHN DUFFY) PRIOR TO EXCAVATION j 1005 �' / tK tK I '\ PREP EXISTING SPACE FOR III NEW CASED OPENING --- � � � � � � � / � ' Ln DEMO BASE AND DEMO WALL AND PREP4 CORRIDOR i v WALL CABINETS FOR NEW DOOR 4 I 1'-4 7/8" 1061 / 5 CORRIDO i i 1 I I PRESERVE COLUMN WRAP 1007 5 RECEPTION � I I WORK AREA I 1060 \ 1059 ,�p�` / DEMO WALLS AND 5 /' DOORS AS SHOWN II DEMOLITION PLAN NOTES: 1. DASHED LINES INDICATE WALLS, DOORS, ETC. TO BE DEMOLISHED 2. DEMO ALL FINISHES IN AFFECTED SPACES, INCLUDING WALLS, FLOOR, FIXTURES, ETC. 3. IN WET AREAS, DEMOLISH ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, ETC. PREP AREA FOR NEW SELECTIONS TO BE INSTALLED IN THE EXACT SAME LOCATIONS. 4. AT CEILING, DEMO ALL ACOUSTICAL TILES, CEILING GRIDS, LIGHT FIXTURES, AND EXISTING HVAC REGISTERS/LOUVERS. 5. DEMO EXISTING DOORS AND TRIM AT LOCATIONS SHOWN, PREP OPENING FOR NEW SAME SIZED DOOR IN EXACT SAME LOCATION WITH NEW TRIM PACKAGE. 6. PROTECT ALL SPRINKLER COMPONENTS, HEADS, PIPES, ETC. DURING CONSTRUCTION I I � N ti� / /'� I I / I I 31'-1 3/8" 0 (OTOCKERS I DEMO DOOR \ WOMEN'S LOUNGE 105fi I J I I L— DEMO D I II DOORS AS SHOWNS\s I i I OFFICE I I OFFICE OFFICE �� �� ! ' DEMO DOOR 1 rn II �\\\ \ A3 II II CORRIDOR i\\ 5 6'-0 7/8" iv I I o DEMO BASE AND I I WALL CABINETS �MEN'S SHOES Li II II II II fl � II plan 1/404 -Or s 1 LOBBY & ADMINISTRATION A11' DEMOLITION PLAN r I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE LOWER LOBBY & ADMINISTRATION DEMOLITION PLAN LOWER LEVEL SHEET ISSUED FIR CONSTRUCTION 1 NEW ELEVATOR, BASIS OF--N DESIGN: "HYDROFIT" BY QM (2100 Ib., 125fpm) REPAINT DOOR AT INTERIOR AND INSTALL NEW TRIM, SEE ID DRAWINGS ALTERNATE CONSTRUC11ON NOTES: NEW FLOOR PLAN NOTES: ALTERNATE #2 1. HATCHED WALLS INDICATE NEW STUD WALLS — DO NOT ALTER EXISTING ELEVATOR — DO NOT MODIFY ANY WALLS, CASEWORK, ETC. 2. STUD WALLS TO BE 3%" METAL STUD, U.N.O. AFFECTED BY THE NEW ELEVATOR LOCATION NTH V GYP. BD. EACH SIDE, U.N.O.; GYP. BD. AL�DONATE #3 TO TERMINATE 6" MIN. ABOVE CEILING. — NOT WIDEN OR OTHERWISE ALTER THE 3. ALL DIMENSIONS SHOWN ARE TO EDGE OF EXISING CORRIDORS (#1006, #1007, #1013, #1015) FRAMING, U.N.O. — DO NOT ALTER ANY WALL LOCATIONS ALONG CORRIDORS LISTED ABOVE 4. AT WET AREAS ALL PARTITONS AND FIXTURES — SCOPE OF WORK IN CORRIDOR IS TO CHANGE (TOILETS, GRAB BARS, ETC.) SHALL BE REPLACED FINISHES, CEILING TILES, HVAC GRILLS/REGISTERS WITH NEW COMPONENTS IN EXACT SAME SIZE AND AND LIGHT FIXTURES ONLY IN EXACT SAME LOCATIONS AS EXISTING. — DO NOT ALTER ANY WALLS, DOORS, CASEWORK, ETC. IN CURRENT ADMINISTRATION AREA 5. SOME DOORS IN EXISTING LOCATIONS SHALL BE REPLACED WITH NEW DOOR OF EXACT SAME SIZE WITH NEW TRIM PACKAGE. plan LOBBY & ADMINISTRATION 1/4'=I'-0• "112 NEW FLOOR PLAN 7 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12A2 ADDENDUM #2 12/18/12 AADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD FTITLE SHEET LOWER LOBBY & ADMINISTRATION NEW FLOOR PLAN LOWER LEVEL ISSUED FJR CONSTRUCTION FURNITURE PLAN NOTES: 1. ALL FURNITURE SHOWN SHALL BE NEW \ \ f. \ -----_ GALLERY \\ LOBBY ------- o� 1007 \ [ \ / OFF ICE E10 4 \ O / ORALE /� •'•�'; `:: . r� OFFICE / VESTI 111 Em VESTIBULE ' 5 1059 1006 II / CORRIDOR 1 62 \ '' 1061 WORK AREA \\ \ r •:'. 1058 \ \ \ ., ;;`::.. •• . I ( I / \ / STAIR CORRIDOR I � I �— -- — — — —� ,� ,> // 1013 / /.// // // // ::.:'x.•. EC P ON I I O 1060 Li------�- i ( MEETING ROOM WOMEN'S LOUNGE I SPORTS GALLERY 1014 WORK STATIONS I BY OWNER 1015 / 1056 I I I STORAGE :. MEN'S SHOES , \(- D-,\, ON - - - 017 -10 v . plan LOBBY & ADMINISTRATION 1/4'=l'-o' A13 FURNITURE PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL r� r ST + o I�1I�r�Cf t3��V4,t��� 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TI TLE LOWER LOBBY & ADMINISTRATION FURNITURE PLAN LOWER LEVEL ISSUED FOR CONSTRUCTION CEILING PLAN NOTES 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 NARROW GRID REVEAL ACT AS SHOWN ALTERNATE Q - DO NOT ALTER EXISTING ELEVATOR - DO NOT MODIFY ANY WALLS, CASEWORK, ETC. 10'-O" NEW ELEVATOR LOCATION INDICATES HEIGHT OF FINISHED 2.PROVIDE NEW 5" CROWN MOLDING IN ALL NEW EXISING CORRIDORS (#1006, #1007, #1013, #1015) GWB ANY WALL LOCATIONS ALONG CEILING AND MATERIAL CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG ULTIMA VECTOR" #1920 TILES, HVAC GRILLS/REGISTERS AND LIGHT FIXTURES ONLY LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR ACT -2 24x24 ACT w/ NEW CEILING GRID "ULTIMA" ADMINISTRATION AREA ARMSTRONG #1910 LOCATIONS OF CEILING FIXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 24x24 ACT w/ EXISTING GRID (PAINTED) ACT -3 ARMSTRONG "ULTIMA" #1910 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT 24x24 ACT w/ NEW CEILING GRID ACT-4 ARMSTRONG "TINCRAFT CIRCLES" #8008 EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM CROWN MOULDING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. EXTERIOR GYPSUM WALL BOARD EGB CEILING 5. REPAINT ALL EXISTING AND NEW GYP. BD. GWB GYPSUM WALL BOARD CEILING CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. 6. COVER ALL EXISTING SPRINKLER HEADS BELOW STRUC NO FINISHED CEILING, OPEN TO ABOVE CEILING FINISH HEIGHT. COLOR OF COVER TO MATCH 1x6 TONGUE & GROOVE SLATS TG "VINTAGE WHITE" BY DURA -GROOVE ADJACENT FINISHES. ALTERNATE CONSTRUCTION NOTES: ALTERNATE Q - DO NOT ALTER EXISTING ELEVATOR - DO NOT MODIFY ANY WALLS, CASEWORK, ETC. AFFECTED BY THE NEW ELEVATOR LOCATION ALTERNATE �3 - DO NOT WIDEN OR OTHERWISE ALTER THE EXISING CORRIDORS (#1006, #1007, #1013, #1015) - DO NOT ALTER ANY WALL LOCATIONS ALONG CORRIDORS LISTED ABOVE - SCOPE OF WORK IN CORRIDOR IS TO CHANGE FINISHES, CEILING TILES, HVAC GRILLS/REGISTERS AND LIGHT FIXTURES ONLY - DO NOT ALTER ANY WALLS, DOORS, CASEWORK, ETC. IN CURRENT ADMINISTRATION AREA plan LOBBY & ADMINISTRATION 1/4•=1'-0• A114 REF. CEILING PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 &ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION IPROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE LOWER LOBBY & ADMINISTRATION RCP LOWER LEVEL SHEET A114 ISSUED FIR CONSTRUCTIEN LOWER LEVEL HATCHED AREA INDICATES SCOPE OF WORK FOR "DIDDEL'S PUB" PORTION OF CONSTRUCTION. — SHEETS A120—A124 — AREA OF WORK: 3,753sf "DIDDEL'S FICES", ON THE AND A120a Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB SCOPE OF WORK LOWER LEVEL ISSUED FUR CONSTRUCTION I \ luo LOWER LEVEL HATCHED AREA INDICATES SCOPE OF WORK FOR "DIDDEL'S PUB (ALTERNATE)" PORTION OF CONSTRUCTION. — SHEETS A120a—A124a — AREA OF WORK: 3,543sf "DIDDEL'S FICES", ON THE AND A120a LT. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB IRENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB (ALTERNATE) SCOPE OF WORK LOWER LEVEL ISSUED FIR CUNSTRUCTI1) DEMO DOOR AND-/ O \\ .% O \\ // O N. // O SHOP 1047 REMOVE ALL KITCHEN EQUIPMENT, y COUNTERTOPS, SERVICE ITEMS, ETC. FROM WITHIN V-0" OF KIT. ENTRANCE VERIFY WITH OWNER BEFORE DISCARDING ANY ITEMS WALL OPENING DEMO WALL AND PREP j FOR NEW DOOR STO RAG E 1046 1 I EVERAGES M 1009 C) DEMO DOOR KITCHEN 1040 2'-2" �j = ��DEMO WALLS AND DOOR AS SHOWN LII Go III I (II PROTECT ELECTRICAL II PANEL II STORAGE II MANAGER II 1038 \ 1037 I I� = III DEMO WALLS AND III DEMO WALL DOOR AS SHOWN III 9'-7 3/8" I I 8'-�l /211 % SERV. N I I I11 M 1048 M I - li li0' DEMO LOCKERS A SHOWN II MI M N I DEMO WALLS AND CASED ' I� OPENING AS SHOWN II II C rn REMOVE AND PROTECT FIRE O EXT. CABINET FOR INSTALLATION AT NEW LOCATION /(:DEMO C=OPEMNING F 6'-2 ' /8" 6--2 1/2- I. 1 1 DEMO WALL � DMO DOOR A D WALL � 1 II II l II = DEMO EXISTIG I M OPENING r II o BAR II N I DEMO ALL CASEWORK _ I AND CABINETRY II I L- \ � II II � DEMO ALL CASEWORK, DOOR DEMO EXIST] G I 5 AND WALLS AS SHOWN OPENING r I COLD PREP96 I I J �711 1041 Lo 5'-4 3/8" I 5'-0 5/8" I I 4'-1 3/8" 7 5/8" I DEMO WALL AND DOOR, PREP FOR NEW HEADER I, CORRIDOR \ DIDDEL'S PUB 1035 o LoI DEMO WALL -3 5/8- H \- DEMO LOCKERS A SHOWN II II DEMO CONCRETE WALL VIA SA CUT DEMOLITION PLAN NOTES: 1. DASHED LINES INDICATE WALLS, DOORS, ETC. TO BE DEMOLISHED 2. DEMO ALL FINISHES IN AFFECTED SPACES, INCLUDING WALLS, FLOOR, FIXTURES, ETC. 3. IN WET AREAS, DEMOLISH ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, ETC. PREP AREA FOR NEW SELECTIONS TO BE INSTALLED IN THE -EXACT SAME LOCATIONS. 4. AT CEILING, DEMO ALL ACOUSTICAL TILES, CEILING GRIDS, LIGHT FIXTURES, AND EXISTING HVAC REGISTERS/LOUVERS; EXCEPT AT KITCHEN & B.O.H. 5. DEMO EXISTING DOORS AND TRIM AT LOCATIONS SHOWN, PREP OPENING FOR NEW SAME SIZED DOOR IN EXACT SAME LOCATION WITH NEW TRIM PACKAGE. 6. PROTECT ALL SPRINKLER COMPONENTS, HEADS, PIPES, ETC. DURING CONSTRUCTION 7. RELOCATE SODA SERVICE SYSTEM TO NEW LOCATION REMOVE ALL CONDUIT. AL TERNATE CONSTRUCTION NOTES: ALTERNATE L1 - DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" SEE SHEET A121a-A124a - DO NOT MODIFY ANY WALLS, LOCKERS, ETC. AFFECTED BY THE NEW BAR LOCATION ALTERNATE #8 - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 II II PREP FOR NEW CASED OPENING DEMO WALL UP TO AND INCLUDING DOOR II z: z: :7 --m�—��— — 17'-2 1/2" 2'-1" 3'-0" DEMO WALL AND WINDOWS DEMO WINDOW MEN'S LOUNGE 1042 U DEMO CONCRETE WALL, VIA SAWCUT, PREP FOR NEW CASED OPENING 10" 10" DEMO WALL �II N I N D 0 1 plan DIDDELIS PUB 1/4•=1'-0• A121 DEMOLITION PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL C 12/18/12 &ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB DEMOLITION PLAN LOWER LEVEL SHEET A 12 1 ISSUED FOR CONSTRUCTION :duo Diedrich 334 INMAN VILLAGE PARKWAY HE BLUE HORSE , SUITE 280 \TLANTA , GEORGIA 30307 ')78.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 2/18/12 �i ADDENDUM #1 2/11/12 BID/PERMIT SET )ATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB DEMOLITION PLAN LOWER LEVEL SHEET A121a ISSUED FOR CONSTRUCTION Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 ADDENDUM #2 12/18/12 AADDENDLIM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB NEW FLOOR PLAN LOWER LEVEL ISHEET 122 ISSUED FOR CONSTRUCTION 0 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL mmz ���RCF� 17FG 12/28/12 ADDENDUM #2 12/18/12 AlADDENDUM #1 12/11/12, BID/PERMIT SET DATE DESCRIPTION 1 PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DIDDEL'S PUB NEW FLOOR PLAN LOWER LEVEL SHEET A122a ISSUED FOR CONSTRUCTION Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL mmm 12/18/12 AADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DIDDEL'S PUB NEW FLOOR PLAN LOWER LEVEL SHEET A122a! ISSUED FIR CONSTRUCTION ,uo Diedrich 34 INMAN VILLAGE PARKWAY 1E BLUE HORSE , SUITE 280 TLANTA , GEORGIA 30307 78.244.6270 PH 6272 FX ww.KuoDiedrich.com EAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 ROJ 12023 TART 11.01.12 RAWN CJR HECKED MAD TI TLE DIDDEL'S PUB FURNITURE PLAN LOWER LEVEL ISSUED FOR CONSTRUCTIM Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE . SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN C<)R CHECKED MAD TITLE DIDDEL'S PUB FURNITURE PLAN LOWER LEVEL SHEET A123a ISSUED FOR CONSTRUCTION a O O STORAGE 1046 /EXISTING CEILING TO REMAIN 0 O O EXISTING CEILING TO REMAIN J D SHOP 1047 /EXISTING CEILING TO REMAIN BEVERAGES 1009 CEILING TRIM TO BE- RANDALL BROTHERS CAP MOULD #RB9401 cM.ITYP. O 8'-p., ACT- ITCHE 1040 C e u EXISTING CEILING TO REMAIN 8, AC -4 F01 CU -CM, TYPO O 7'-6„ GWB J o 101 J -- o 7'-6„ GWB U CM, O P C CU e 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 NARROW GRID REVEAL ACT AS SHOWN Z 2 2.PROVIDE NEW 5" CROWN MOLDING IN ALL NEW CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR LOCATIONS OF CEILING FIXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 5. REPAINT ALL EXISTING AND NEW GYP. BD. CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. 6. COVER ALL EXISTING SPRINKLER HEADS BELOW CEILING FINISH HEIGHT. COLOR OF COVER TO MATCH ADJACENT FINISHES. A.2 10'-0" Immommli INDICATES HEIGHT OF FINISHED GWB CEILING AND MATERIAL Or! ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG "ULTIMA VECTOR" #1920 is I 111�12 ARMSTRONG #1910 � IN ACT -3 ARMSTRONG "ULTIMA" #1910 MOEN 24x24 ACT w/ NEW CEILING GRID ACT -4 ARMSTRONG "TINCRAFT CIRCLES" #8008 0 104MILroa low, MEN CM CROWN MOULDING EWEN lmmmvmmmm CEILING 8, AC -4 F01 CU -CM, TYPO O 7'-6„ GWB J o 101 J -- o 7'-6„ GWB U CM, O P C CU e 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 NARROW GRID REVEAL ACT AS SHOWN Z 2 2.PROVIDE NEW 5" CROWN MOLDING IN ALL NEW CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR LOCATIONS OF CEILING FIXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 5. REPAINT ALL EXISTING AND NEW GYP. BD. CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. 6. COVER ALL EXISTING SPRINKLER HEADS BELOW CEILING FINISH HEIGHT. COLOR OF COVER TO MATCH ADJACENT FINISHES. A.2 ALTERNATE CONSTRUCTION NOTES: ALTERNATE #1 - DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" SEE SHEET A121a-A124a - DO NOT MODIFY ANY WALLS, LOCKERS, ETC. AFFECTED BY THE NEW BAR LOCATION ALTERNATEA - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 O O O C,TYP MEN'S OU GE 'A" 1 U42 O ❑® O D O O ACT -2 O O CM, P. F0 a O 1 10 O O 1 1 1 O 1 1 1 10 OCM, ,O 0 O O O ACT -2 O MEN'S LOUNGE 'B" O O O CM, I P. O D O Chl, TYP. —1F 0 O 1038 O 8'-0" CT -4 v///Z C r� e a plan DIDDEL'S PUB 1/4•=1'-0• A124 REFLECTED CLG. PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL Ru \111it1'ft/l:f,f f Cf TIE 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB RCP LOWER LEVEL A124 ISSUED FOR CONSTRUCTIO 10'-0" INDICATES HEIGHT OF FINISHED GWB CEILING AND MATERIAL ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG "ULTIMA VECTOR" #1920 ACT -2 24x24 ACT w/ NEW CEILING GRID "ULTIMA" ARMSTRONG #1910 2424 ACT w/ EXISTING GRID (PAINTED) ACT -3 ARMSTRONG "ULTIMA" #1910 24x24 ACT w/ NEW CEILING GRID ACT -4 ARMSTRONG "TINCRAFT CIRCLES" #8008 CM CROWN MOULDING EXTERIOR GYPSUM WALL BOARD EGB CEILING GWB GYPSUM WALL BOARD CEILING STRUC NO FINISHED CEILING, OPEN TO ABOVE 1x6 TONGUE & GROOVE SLATS TG "VINTAGE WHITE" BY DURA -GROOVE ALTERNATE CONSTRUCTION NOTES: ALTERNATE #1 - DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" SEE SHEET A121a-A124a - DO NOT MODIFY ANY WALLS, LOCKERS, ETC. AFFECTED BY THE NEW BAR LOCATION ALTERNATEA - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 O O O C,TYP MEN'S OU GE 'A" 1 U42 O ❑® O D O O ACT -2 O O CM, P. F0 a O 1 10 O O 1 1 1 O 1 1 1 10 OCM, ,O 0 O O O ACT -2 O MEN'S LOUNGE 'B" O O O CM, I P. O D O Chl, TYP. —1F 0 O 1038 O 8'-0" CT -4 v///Z C r� e a plan DIDDEL'S PUB 1/4•=1'-0• A124 REFLECTED CLG. PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL Ru \111it1'ft/l:f,f f Cf TIE 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DIDDEL'S PUB RCP LOWER LEVEL A124 ISSUED FOR CONSTRUCTIO O O STORAGE 1046 /EXISTING CEILING TO REMAIN 7 ❑ ❑ O /EXISTING CEILING TO REMAIN J D SHOP 1047 FA 16PWATIW449 ol CEILING TRIM TO BE-/ CM, TYP. RANDALL BROTHERS 0 CAP MOULD #RB9401 Miul,lM �m paml. /0 0000 FEW� u EXISTING CEILING TO REMAIN mmmmmm CEILING PLAN NOTES Fl.EPLACE EXISTING ACOUSTICAL TILES WITH 2ROW GRID REVEAL ACT AS SHOWN 210'-0" immommi INDICATES HEIGHT OF FINISHEDGWB OVIDE NEW 5" CROWN MOLDING IN ALL NEW 10 CEILING AND MATERIAL CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG "ULTIMA VECTOR" #1920 LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR 24x24 ACT w/ / NEW CEILING GRID "ULTIMA" IN ARMSTRONG #1910 LOCATIONS OF CEILING FlXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. MOEN 24x24 ACT w/ EXISTING GRID (PAINTED) ACT -3 ARMSTRONG "ULTIMA" #1910 IN 24x24 ACT w/ NEW CEILING GRID ACT -4 MEN EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM CROWN MOULDING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. EXTERIOR GYPSUM WALL BOARD EGB CEILING 5. REPAINT ALL EXISTING AND NEW GYP. BD. m O O CM, TYP. e AC o4 O o TY . FE] MEN'S (LOCKER 0 ALTERNATE CONSTRUCTION NOTES: ALTERNATE1 - PERFORM ALL WORK AS SHOWN ON THE FOLLOWING SHEETS A121aa-A124a - DO NOT MODIFY BAR LOCATION ALTERNATE o - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 A2 CEILING PLAN NOTES Fl.EPLACE EXISTING ACOUSTICAL TILES WITH 2ROW GRID REVEAL ACT AS SHOWN 210'-0" INDICATES HEIGHT OF FINISHEDGWB OVIDE NEW 5" CROWN MOLDING IN ALL NEW CEILING AND MATERIAL CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG "ULTIMA VECTOR" #1920 LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR 24x24 ACT w/ / NEW CEILING GRID "ULTIMA" ARMSTRONG #1910 LOCATIONS OF CEILING FlXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 24x24 ACT w/ EXISTING GRID (PAINTED) ACT -3 ARMSTRONG "ULTIMA" #1910 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT 24x24 ACT w/ NEW CEILING GRID ACT -4 ARMSTRONG "TINCRAFT CIRCLES" #8008 EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM CROWN MOULDING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. EXTERIOR GYPSUM WALL BOARD EGB CEILING 5. REPAINT ALL EXISTING AND NEW GYP. BD. GWB GYPSUM WALL BOARD CEILING CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. 6. COVER ALL EXISTING SPRINKLER HEADS BELOW STRUC NO FINISHED CEILING, OPEN TO ABOVE CEILING FINISH HEIGHT. COLOR OF COVER TO MATCH 1x6 TONGUE &GROOVE SLATS TG "VINTAGE WHITE" BY DURA -GROOVE ADJACENT FINISHES. 2 uBARL ' 4m, TYP O O O EXISTING CEILING O TO REMAIN MEN'S O U G E "A" BEVERAGES ❑ O ❑D O O O 1009 COLD PREP � 1041 � Q ACT- 2 8'-0" 7'-6- WAIT „W IT STA. OID EL' PU O O O O O 106 1035 7'-6” O CORRIDOR GWB D1063 EXISTING CEILING CM, 0 CM, 0 • To TO REMAIN E O O -- —i m1�lmm ml�l �'-6" GWB O O O O O O -11 CM, P. Fo Z111— O O lo 0 8'—o " O ACT -2 O MEN'S LOUNGE 'B" O O CM, TYP. O F0 O L9*rz;o,oj - 1 on plan DIDDEL'S PUB /4"=1'-o• A124aREFLECTED CLG. PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12 28 12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TI TLE DIDDEL'S PUB RCP LOWER LEVEL ISSUED FOR CONSTRUCTIOI /EXISTING CEILING TO REMAIN SHOP 1047 C CEILING TRIM TO BE- RANDALL BROTHERS CAP MOULD #RB9401 ELEC. 1065 Em: STORAGE 1039 EXISTING CEILING TO REMAIN KITCHEN 1040 STORAGE /EXISTING CEILING 1046 TO REMAIN /EXISTING C TO EMAINEILING BEVERAGES COLD PREP 1009 1041 C 7'1-6" 0„ 'T-4 81411 ACT 4 1036 W11MININ IE M mmirmolm 7'-6" CORRIDOR GWB 1063 EXISTING CEILING TO REMAIN FTS EXISTING CEILING TO REMAIN ommmmmm NOTES 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 CONCEALED GRID ACT AS SHOWN loommol INDICATES HEIGHT OF FINISHED 2.PROVIDE NEW 5- CROWN MOLDING IN ALL NEW GWB rml CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 Komi LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR ACT -2 m! 111iimiiiis I zmiiis 24x24 ACT w/ EXISTING GRID ACT -3 ARMSTRONG "ULTIMA" ##1910 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT 24x24 ACT w/ NEW CEILING GRID pumul,rol�2,1 ARMSTRONG "TINCRAFT CIRCLES" #8008 EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM AIM lmmmwmmmm NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. EXTERIOR GYPSUM WALL BOARD EGB CEILING CM, I TYP. 7'-6" GWB 8, 0„ AC —4 1 I llCM,lTYP. 7'-6" GWB 7'-6„ GWB IDQEL'SI PU 7'-6" GWB CM, ITYP. 8'-0„ ACT --e MEN'S (LOCKER CM, TYP. 1042 8'-0„ \CT -2 0 �l12 I�j�� ALTERNATE CONSTRUCTION NOTES: ALTERNATE #1 - PERFORM ALL WORK AS SHOWN ON THE FOLLOWING SHEETS A121aa-A124a - DO NOT MODIFY BAR LOCATION ALTERNATE #8 - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 ALTERNATE #10 - DO NOT INCLUDE WINE STORAGE RACKS IN -DIDDEL'S PUB- (#1035) OR BUFFET CASEWORK IN -MEN'S LOUNGE -A" (#1042) CEILING PLAN NOTES 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 CONCEALED GRID ACT AS SHOWN 10'-0" ALTERNATE CONSTRUCTION NOTES: ALTERNATE #1 - PERFORM ALL WORK AS SHOWN ON THE FOLLOWING SHEETS A121aa-A124a - DO NOT MODIFY BAR LOCATION ALTERNATE #8 - CHANGE CEILING IN DIDDEL'S PUB FROM BASE BID ACT -4 TO ACT -2 ALTERNATE #10 - DO NOT INCLUDE WINE STORAGE RACKS IN -DIDDEL'S PUB- (#1035) OR BUFFET CASEWORK IN -MEN'S LOUNGE -A" (#1042) CEILING PLAN NOTES 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 CONCEALED GRID ACT AS SHOWN 10'-0" INDICATES HEIGHT OF FINISHED 2.PROVIDE NEW 5- CROWN MOLDING IN ALL NEW GWB CEILING AND MATERIAL CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 24x24 ACT w/ NEW CEILING GRID ARMSTRONG "ULTIMA VECTOR" #1920 LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR ACT -2 24x24 ACT w/ NEW CEILING GRID "ULTIMA" ARMSTRONG ##1910 LOCATIONS OF CEILING FIXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 24x24 ACT w/ EXISTING GRID ACT -3 ARMSTRONG "ULTIMA" ##1910 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT 24x24 ACT w/ NEW CEILING GRID ACT -4 ARMSTRONG "TINCRAFT CIRCLES" #8008 EXISTING, IN MANUFACTURER'S STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM CROWN MOULDING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. EXTERIOR GYPSUM WALL BOARD EGB CEILING 5. REPAINT ALL EXISTING AND NEW GYP. BD. GWB GYPSUM WALL BOARD CEILING CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. 6. CAP ALL EXISTING SPRINKLER HEADS BELOW STRUC NO FINISHED CEILING, OPEN TO ABOVE CEILING FINISH HEIGHT. COLOR OF CAP TO MATCH 1x6 TONGUE & GROOVE SLATS TG 11 VINTAGE WHITE' BY DURA -GROOVE ADJACENT FINISHES. mffl�lljml xm ig 1071m aa plan DIDDEL'S PUB REFLECTED CLG. PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE DIDDEL'S PUB RCP LOWER LEVEL ISSUED FIR CONISTRUCTION LOWER LEVEL HATCHED AREA INDICATES SCOPE OF WORK FOR "LOCKER ROOM" PORTION OF CONSTRUCTION. — SHEETS A130—A134 — AREA OF WORK: 5,533sf Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE LOCKER ROOM SCOPE OF WORK LOWER LEVEL ISSUED FOR CUNSTRUCTID LOWER LEVE HATCHED AREA INDICATES SCOPE OF WORK FOR "LOCKER ROOM" PORTION OF CONSTRUCTION IF ALTERNATE "DIDDEL'S PUB" SCOPE OF WORK IS PERFORMED — SHEETS A130a—A134a — eRFO nF WnRK- 5.704sf ALT. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 EX www.KuoDiedrich.com SEAL s ST 1 r;��CF;iTFG� �1 Il.*ii'lt.t?11Ft 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE LOCKER ROOM (ALTERNATE) SCOPE OF WORK LOWER LEVEL A130a ISSUED FIR CONSTRUCTION a M I 17T I I I io MEN'S LOCKERS 1017 EXCAVATE DIRT AND FILL, PREP AREA FOR NEW FLOOR SLAB AND VERTICAL WALLS. CLEAN 1 AND PREP EXISTING WALLS 0 CURRENTLY BELOW GRADE -1j j �T� / //7i77i rALT"'�. = #1 REMOVE AND PROTECT FIRE EXT. DEMO WALL, PREP FOR NEW LOCKERS AND ADJACENT / / / / / ">> 1 AL1 O Diedrich 00 CABINET FOR INSTALLATION AT CASED OPENING, ALIGN WITH WAL S LAS SHOWN. SAVE AND / / / // // /// // // NEW LOCATION C.O. AT OPPOSITE SIDE PROTECT LOCKERS TO BE / / / / // / 834 INMAN VILLAGE PARKWAY DEMO LAVATORIES AND 4'-4" DEMO CASED INSTALLED AT NEW LOCATION / / / // /// / // THE BLUE HORSE , SUITE 280 momon =MOW* ADJACENT WALLS OPENING ATLANTA GEORGIA 30307 �� � P1 P2 // // / /// // /// // // �/ ' 7 PH 6272 FX JAN. — — - a s1 arS/ / // / / // 678.244.62 0 III II I I - o' , o' , - a I —11 II 12� / // /// / III II ( I 1023 N I O, \`_,' O, I �� M __ �� I S2 S11 / // // // /// // /ij www.KuoDledrlch.com N S3 III II _ I I LAVATORIES I I — `o S10 LOCKER DESIGNA SEAL III II LJ I I I _ I S4 � I P3 P#; FINISH PANEL / / / III II - - 1021 C JJ '_0 7 8" L : S9 S#: SINGLE WIDTH LOCKER 0 II I a III II I I I III IOU, �2-2101 I� I � � �I D#: Doug III II 1 ��,� - y J�; of S5 S6 S7 S8 R !!'f III II I- I I I I M I I -- 3 DEMO ALL SHOWER HEADS, ;n 125� S26 S27 p1 i AT SHOWER WALL c DEMO WALLS I FS24 DEMO LOCKERS AND ADJACENT III II L II I , AS SHOWN " WALLS AS SHOWN. SAVE AND MENS LOCKERS �t MENS TOILETS SHOWER I 6 // //{ _- I ' ' GROOMIN I S23 PROTECT LOCKERS TO BE / / / ��, "••., , ;� 4•v III II 1022 1020 1 ,'I 13 s22 " 2" — INSTALLED AT NEW LOCATION 1018 // /// // / / / / // / / / Ct_I1� ,1��•�'1 �,j, a� �ii 11 I - ' 9-7/8 1019 I \ 3 1 ° `�� I S21 LL � 00 c I -YL I S20� I I o DEMO LAVATORIES S19 EQ. 4'-14" I EQ. AND ADJACENT I � I I 7 WALLS AS SHOWN I I 018 S171S161S15S14fS13 P4 i I L- �_ -P5 e t MENS LOCKERS DEMO CASE DEMO WALL P AND SAVE WATER FOUNTAI DEMO CASED REP FOR DEMO CASED REMOVE I 1024 I OPENING OPENING NEW CASED OPENING OPENING PROTECT ALL WATER SERVICE AN III it 0 I I DRAIN LINES AT THIS LOCATION /-Z/ 2--/-Z /1z-�// J10'-4" 9'-8" 12/18/12 QADDENDUM #1 12/11/12 BID/PERMIT SET 20'-0" DATE DESCRIPTION PROJECT MEN'S LOCKERS WOODLAND 1031 COUNTRY CLUB — RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 7JI I PROJ 12023 7 7 7 7 7 START DEMOLITION PLAN NOTES: ALTERNATE CONSTRUCTION NOTES: 11.01.12 1. DASHED LINES INDICATE WALLS, DOORS, ETC. ALTERNATE #1 DRAWN TO BE DEMOLISHED - DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" CJR SEE SHEET A121 a—Al24a 2. DEMO ALL FINISHES IN AFFECTED SPACES, — DO NOT MODIFY ANY WALLS, LOCKERS, ETC. 7 7 7 INCLUDING WALLS, FLOOR, FIXTURES, ETC. AFFECTED BY THE NEW BAR LOCATION CHECKED 3. IN WET AREAS, DEMOLISH ALL PLUMBING ALTERNATE4 MAD FIXTURES, PARTITIONS, GRAB BARS, ETC. PREP - DO NOT ALTER EXISTING CEILING FINISH OR AREA FOR NEW SELECTIONS TO BE INSTALLED IN LIGHT FIXTURES, EXCEPT IN WET AREAS. PROVIDE TITLE THE EXACT SAME LOCATIONS. RNEW OOM FLOOR AND WALL FINISH THROUGHOUT LOCKER MEN'S LOCKERS 4. AT CEILING, DEMO ALL ACOUSTICAL TILES, 1 CEILING GRIDS, LIGHT FIXTURES, AND EXISTING HVAC ALTERNATE #5 DEMOLITION PLAN REGISTERS/LOUVERS. FORM ANY MODIFICATION IN MEN'S LOCKER ROOM REXCEPT FOR THOSE AREAS AFFECTED LOWER LEVEL 5. DEMO EXISTING DOORS AND TRIM AT LOCATIONS BY WORK PERFORMED TO REMODEL "DIDDEL'S PUB" SHOWN, PREP OPENING FOR NEW SAME SIZED DOOR AS SHOWN ON SHEETS A120 -A124 IN EXACT SAME LOCATION WITH NEW TRIM PACKAGE. 6. PROTECT ALL SPRINKLER COMPONENTS, HEADS, plan MEN'S LOCKER ROOM SHEET PIPES, ETC. DURING CONSTRUCTION, 1/4 =� —o�A'31DEMOLITION PLAN 7. REMOVE VERTICAL SIDING AND TRIM FROM EXTERIOR A 13 1 PILASTERS SURROUNDING LOCKER ROOM FROM LOWER LEVEL TO SOFFIT ABOVE ISSUED FIR CONSTRUCTION N FLOOR PLAN NOTES: HATCHED WALLS INDICATE NEW STUD WALLS LTO UD WALLS TO BE 3%" METAL STUD, U.N.O. %" GYP. BD. EACH SIDE, U.N.O.; GYP. BD. ERMINATE 6" MIN. ABOVE CEILINGS. 3. ALL DIMENSIONS SHOWN ARE TO EDGE OF FRAMING, U.N.O. 4. AT WET AREAS ALL PARTITONS AND FIXTURES (TOILETS, GRAB BARS, ETC.) SHALL BE REPLACED WITH NEW COMPONENTS IN EXACT SAME SIZE AND IN EXACT SAME LOCATIONS AS EXISTING. 5. SOME DOORS IN EXISTING LOCATIONS SHALL BE REPLACED WITH NEW DOOR OF EXACT SAME SIZE WITH NEW TRIM PACKAGE. 6. RECLAD EXTERIOR PILASTERS SURROUNDING LOCKER ROOM WITH V EXTERIOR PLYWOOD PANELS FROM LOWER LEVEL TO SOFFIT ABOVE, STAGGER JOINTS AND SAND SMOOTH, PAINTED. ALTERNATE CONSTRUCTION NOTES: ALTERNATE #1 — DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" SEE SHEET A121 a—A124a — DO NOT MODIFY ANY WALLS, LOCKERS, ETC. AFFECTED BY THE NEW BAR LOCATION ALTERNATE #4 — DO NOT ALTER EXISTING CEILING FINISH OR LIGHT FIXTURES, EXCEPT IN WET AREAS. PROVIDE NEW FLOOR AND WALL FINISH THROUGHOUT LOCKER ROOM ALTERNATE #5 — DO NOT PERFORM ANY MODIFICATION IN MEN'S LOCKER ROOM EXCEPT FOR THOSE AREAS AFFECTED BY WORK PERFORMED TO REMODEL "DIDDEL'S PUB" AS SHOWN ON SHEETS A120—A124 0.5 plan MEN'S LOCKER ROOM 1/4'=17 A`132 NEW FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/18/12 �DDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE MEN'S LOCKERS NEW FLOOR PLAN LOWER LEVEL SHEET A132 ISSUED FIR CONSTRUCTION FURNITURE PLAN NOTES: 1. ALL FURNITURE SHOWN SHALL BE NEW 2. AT LOCKER ROOM ALL BENCHES IN FRONT OF LOCKERS SHALL BE STRIPPED OF CARPET AND PREPPED FOR NEW FINISH, SEE INTERIORS 3. ALL FURNITURE USED OUTSIDE SHALL BE DESIGNED FOR ALL WEATHER USE 4. NUMBER OF SEATS AT DINING AREAS: EXTERIOR (COVERED): 24 SEATS HALFWAY HOUSE (#1065): 4—TOP (36"x36" TABLE) x6= 24 SEATS ALTERNATE CONSTRUCTION NOTES: ALTERNATE 91 — DO NOT ALTER EXISTING BAR AT "DIDDEL'S PUB" SEE SHEET A121 a—A124a — DO NOT MODIFY ANY WALLS, LOCKERS, ETC. AFFECTED BY THE NEW BAR LOCATION ALTERNATE4 — DO NOT ALTER EXISTING CEILING FINISH OR LIGHT FIXTURES, EXCEPT IN WET AREAS. PROVIDE NEW FLOOR AND WALL FINISH THROUGHOUT LOCKER ROOM ALTERNATE A5 — DO NOT PERFORM ANY MODIFICATION IN MEN'S LOCKER ROOM EXCEPT FOR THOSE AREAS AFFECTED BY WORK PERFORMED TO REMODEL "DIDDEL'S PUB" AS SHOWN ON SHEETS A120—A124 FA plan MEN'S LOCKER ROOM 0• A133 FURNITURE PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL �rrrr;rr��, 12/11/12 BID/PERMIT SET DATE DESCRIPTION I PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD MEN'S LOCKERS FURNITURE PLAN LOWER LEVEL SHEET A133 ISSUED FIR CONSTRUCTION \.uo Diedrich 34 INMAN VILLAGE PARKWAY -IE BLUE HORSE , SUITE 280 TLANTA , GEORGIA 30307 78.244.6270 PH 6272 FX iww.KuoDiedrich.com TEAL w%%IIIIM' ST i RCS ITEC y�1�`�L~�` /t•`i71it:1'11ttt 12/28/12 z&ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE MEN'S LOCKERS RCP LOWER LEVEL ISSUED FOR CONSTRUCTIM WORK FOR ATION OF plan 1 LUOQ T a rrcl vm I C ui I 1/8'=1'-0' A210 SCOPE OF WORK Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 71 1 f A ST i r 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE UPPER LOBBY & PRIVATE DINING SCOPE OF WORK UPPER LEVEL ISSUED FOR CONSTRUCTIO DEMO WALL AND DOORS AT ELEVATOR AS SHOWN PROTECT EXISTING ELECTRICAL PANEL STORAGE 2023 UPPER LOBBY 2001 DEMO EXISTING FLOOR FINISH, WALL FINISH AND ALL RAILINGS �- AT "UPPER LOBBY" / DEMO WALLS DEMO EXISTING ELEVATOR ( I I I AND ENLARGE SLAB OPENING I TO 5'-9"x7'-7" AS SHOWN I I I I I I 1 REMOVE STEEL FRAMING FOR PREVIOUS ELEVATOR AS I I I ( I I NECESSARY BANQUET "A" 2021 4'-7 3/8" 5'-8 1/2" (I BANQUET "A" 2021 DEMOLITION PLAN NOTES: 1. DASHED LINES INDICATE WALLS, DOORS, ETC. TO BE DEMOLISHED 2. DEMO ALL FINISHES IN AFFECTED SPACES, INCLUDING WALLS, FLOOR, FIXTURES, ETC. 3. IN WET AREAS, DEMOLISH ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, ETC. PREP AREA FOR NEW SELECTIONS TO BE INSTALLED IN THE EXACT SAME LOCATIONS. 4. AT CEILING, DEMO ALL ACOUSTICAL TILES & GRID, LIGHT FIXTURES, AND EXISTING HVAC REGISTERS. 5. DEMO EXISTING DOORS AND TRIM AT LOCATIONS SHOWN, PREP OPENING FOR NEW SAME SIZED DOOR IN EXACT SAME LOCATION WITH NEW TRIM PACKAGE. 6. PROTECT ALL SPRINKLER COMPONENTS, HEADS, plan LOBBY & PRIVATE DINING 1/e4-0• A21' DEMOLITION PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL H= 12/18/12, ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE UPPER LOBBY & PRIVATE DINING DEMOLITION PLAN UPPER LEVEL SHEET A2 11 ISSUED FOR CONSTRUCTION NEW ELEVATOR, BASIS OF DESIGN: "HYDROFIT" BY QM (125fpm, 21001b.) I&A 4'-9 5/8" 224 I iG NEW RALINGS AT STAIR NEW 6" STUD WALL 15'-11 1/2" UPPER LOBBY 2001 10 9 \�3 /o. i NEW DOOR, FULLY HINGED FOUR LEAF 017 ASSEMBLY, 12'-0" CLEAR OPENING 00 I I 1 i i i i 7'-41/8" NEW CASED OPENING, LOCATE PER ELEVATOR MANUFACTURER I 4021 I d d d 1 11 d I I VY 7LLM 221 2025 O STORAGE 7'-5 1/4" 2023 NEW 6" STUD WALL WITH NEW CASED OPENINGG BANQUET "A" 2021 3 O N PRIVATE DINING "A" GA R 2017a 200 DIMENSIONS TO \ 8y CENTERLINE OF l A� TRACK ABOVE ilb 017 PREP STRUCTURE ABOVE FOR NEW FOLDING WALL PARTITION: "MODUFLEX" MODEL 41OPP BY PANELFOLD, FINISH TO BE SELECTED BY INTERIOR DESIGNER ti NEW DOOR, FULLY HINGED FOUR LEAF ASSEMBLY, 12'-0" CLEAR OPENING 24'-6 1/4" _ 0 PRIVATE DINING "B" 021 0 2017b o� 017 e 3 WAIT STA. 2040 M � I 00 NEW WALL AT PILASTER TO ALIGN WITH OPPOSITE NEW STUD WALL ELECTRICAL 2016 NEW FLOOR PLAN NOTES: 1. HATCHED WALLS INDICATE NEW STUD WALLS 2.:TERMINATE D WALLS TO BE A" METAL STUD, U.N.O. WI" GYP. BD. EACH SIDE, U.N.O.; GYP. BD. TO 6" MIN. ABOVE CEILINGS. 3. ALL DIMENSIONS SHOWN ARE TO EDGE OF FRAMING, U.N.O. 4. AT WET AREAS ALL PAR11TONS AND FIXTURES (TOILETS, GRAB BARS, ETC.) SHALL BE REPLACED WITH NEW COMPONENTS IN EXACT SAME SIZE AND IN EXACT SAME LOCATIONS AS EXISTING. 5. SOME DOORS IN EXISTING LOCATIONS SHALL BE REPLACED WITH NEW DOOR OF EXACT SAME SIZE WITH NEW TRIM PACKAGE. ALTERNATE CONSTRUCTION NOTES ALTERNATE f9 - OMIT OPERABLE PANEL PARTITION IN "PRIVATE DINING ROOM" (#2017) 7'-8 3/4'" STORAGE I 2017c / 203 s \O� / r �JK NEW 6" WIDE HEADER ABOVE NEW LOCATION OF FIRE EXTINGUISHER CABINET IN NEW 6" STUD WALL NZ plan LOBBY & PRIVATE DINING 1/4'=1'—o• A21z NEW FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/18/12 zLADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CSR CHECKED MAD TITLE UPPER LOBBY & PRIVATE DINING NEW FLOOR PLAN UPPER LEVEL A212 ISSUED FOR CONSTRUCTION STORAGE 2023 UPPER LOBBY 2Q01 FURNITURE PLAN NOTES: 1. ALL FURNITURE SHOWN SHALL BE NEW 2. NUMBER OF SEATS AT DINING AREAS: INTERIOR: 34 SEATS PRIVATE DINING "A" (#2017a): 4—TOP (42"x42" TABLE) x4= 16 SEATS PRIVATE DINING "B" (#2017b) 4—TOP (42"x42" TABLE) x3= 12 SEATS 6—TOP (60" DIA. TABLE) x1= 6 SEATS / ou plan LOBBY & PRIVATE DINING 1/4"=1'-0' A213 FURNITURE PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL �`y�ttt�it�R tt:r1,1F�1fj r Cf-ITt �f/it?i;, Icl,uttr 12/11/12 BID/PERMIT SET DATE DESCRIPTION r PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE UPPER LOBBY & PRIVATE DINING FURNITURE PLAN UPPER LEVEL A213 ISSUED FOR CONSTRUCTION 1 STRUC /EXISTING CEILING TO REMAIN 7 STORAGE 2023 U C N �X X xox X<IX>! /EXISTING CEILING TO REMAIN 7 1 U C C u O O O O GWB PRIVATE DINING "A" O 2017a O O - CM, TYP. O O O O lo'—o" GWB Ax CEILING PLAN NOTES 1. REPLACE EXISTING ACOUSTICAL TILES WITH 2x2 NARROW GRID REVEAL ACT AS SHOWN. 10'-0" INDICATES HEIGHT OF FINISHED 2.PROVIDE NEW 5" CROWN MOLDING IN ALL NEW GWB CEILING AND MATERIAL CEILING AREAS, U.N.O. 3. REPLACE EXISTING INCANDESCENT RECESSED CAN ACT -1 24x24 ACT w/ NEW CELING GRID ARMSTRONG 'ULTIMA VECTOR #1920 LIGHT WITH COMPACT FLOURESCENT. SEE ELEC. DRAWINGS AND LIGHTING DESIGN PACKAGE FOR ACT -2 2424 ACT w/ NEW CEILING GRID "ULTIMA" ARMSTRONG #1910 LOCATIONS OF CEILING FIXTURES; NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 2424 ACT w/ EXISTING GRID (PAINTED) ACT -3 ARMSTRONG "ULTIMA" #1910 4. REPLACE ALL HVAC REGISTERS WITH NEW TO FIT 24x24 ACT w/ NEW CEILING GRID ACT -4 ARMSTRONG "TINCRAFT CIRCLES" #8008 EXISTING, IN MANUFACTURERS STD. COLOR. COORDINATE LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLS, ETC. WITH HVAC DRAWINGS; CM CROWN MOULDING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. MOISTURE RESISTANT/EXTERIOR GYPSUM MGB WALL BOARD CEILING 5. REPAINT ALL EXISTING AND NEW GYP. BD. GWB GYPSUM WALL BOARD CEILING CEILING AREAS IN AREAS WHERE NEW GYP. BD. CEILING IS ADJACENT TO EXISTING. STRUC NO FINISHED CEILING, OPEN TO ABOVE 6. COVER ALL EXISTING SPRINKLER HEADS BELOW CEILING FINISH HEIGHT. COLOR OF COVER TO MATCH 1x6 TONGUE &GROOVE SLATS TG "VINTAGE WHITE" BY DURA -GROOVE ADJACENT FINISHES. CONTRACTOR MAY REPAINT & REUSE EXISTING GRID, 2 �AT LOCATIONS MARKED "ACT -1", AT THEIR OPTION%OENDING APPROVAL OF PAINT FINISH ON MATERIAL BY /\\ RCHITECT. ALTERNATE CONSTRUCTION NOTES ALTERNATE f9 — OMIT OPERABLE PANEL PARTITION IN "PRIVATE DINING ROOM" (#2017) O O O O \0\ CEILING TRACK FOR FOLDING PARTITION O CM, 8'-3 BANQUET "A" CM, TYP. PRIVATE DINING "B" GWB 2021 O O 2017b 0 O O /EXISTING CEILING TO REMAIN GWB 7 ACT 2 O O O O O O 8,-0" GWB 0Fl. —1 _ O O O r.: STORAC31E WAIT STA. 4XISTING CEILING 2040 TO REMAIN .r ELECTRICAL O O a REPAIR CEILING TO MATCH EXISTING 0 u FAI FAI D►w. C 0x x plan LOBBY & PRIVATE DINING 1/4•=1'--A214 REF. CEILING PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL $0\X7 u art St F !� 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE UPPER LOBBY & PRIVATE DINING RCP UPPER LEVEL A214 SSUED �`UR CONSTRUCTI[ UPPER LEVEL HATCHED AREA INDICATES SCOPE OF WORK FOR "DINING ROOM" PORTION OF CONSTRUCTION. — SHEETS A220—A224 — AREA OF WORK: 5,105sf ---------------- / � O 3 E Ile OF u u u 10 0 :J1 0 Q ;n fl: t.^ \� l� 4 ri. ❑ t2i 'tR oo JL �X �i l f, plan l DINING ROOM 1/e•=1'-0• A213 SCOPE OF WORK Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DINING ROOM SCOPE OF WORK UPPER LEVEL ISSUED FOR CONSTRUCTIOr CORRIDOR 2003 12014 ��-- DEMO EXISTING�� CASEWORK •i� DEMO EXISTING WINDOW ASSEMBLY TRUSTY RM. to �Ai �� J DEMO PARTIAL W� AND DOORS AT R ENTRY AS SHOWN d'—R -4 him DEMO EXISTING FIREPLACE SURROUND, SAVE AND PROTECT FIREPLACE FOR FUTURE USE, VERIFY WITH OWNER / DEMO WALL UP TO POINT WHERE IT SHALL ALIGN WITH EXISTING WALL AT KITCHEN '. J 0'-0 1 /�" INFORMAL DINING 2006 DEMO EXISTING STAIRS AND RAILING DEMO EXISTING RAILING DEMO WALLS AND T "DINING ROOM" AS SHOWN (I 7 7 --------� Lb-� o> Co> /\ I DEMO COLUMN WRAP L_ STOR. II 2011 \ EXISTING PORCH DEMO ALL WALLS AND DOORS D i \ 2009 AT BAR AS SHOWN \ - - - _j BAR I DEMO EXISTING RAILING 4'-6 3/8" 2008 d DEMO EXISTING BAR AND ALL CASEWORK. w VERIFY WITH OWNER BEFORE DISPOSING OF KITCHEN ANY FOOD SERVICE EQUIPMENT THAT MAY BE REUSED IN NEW LOCATIONS I 7 7 19th HOLE 2009 DEMOLITION PLAN NOTES: 1. DASHED LINES INDICATE WALLS, DOORS, ETC. TO BE DEMOLISHED 2. DEMO ALL FINISHES IN AFFECTED SPACES, INCLUDING WALLS, FLOOR, FIXTURES, ETC. 3. IN WET AREAS, DEMOLISH ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, ETC. PREP AREA FOR NEW SELECTIONS TO BE INSTALLED IN THE EXACT SAME 0CAMNS. 4. AT CEILING, DEMO ALL ACOUSTICAL TILE , CEILING GRIDS, LIGHT FIXTURES, AND EXISTING HVA REGISTERS/LOUVERS. 5. DEMO EXISTING DOORS AND TRIM AT LOCATIONS SHOWN, PREP OPENING FOR NEW SAME SIZED DOOR IN EXACT SAME LOCATION WITH NEW TRIM PACKAGE. 6. PROTECT ALL SPRINKLER COMPONENTS, HEADS, PIPES, ETC. DURING CONSTRUCTION 7. REMOVE VERTICAL SIDING AND TRIM FROM EXTERIOR PILASTERS SURROUNDING DINING ROOM FROM SOFFIT T LOWER LEVEL SLAB ALTERNATE CONSTRUCTION NOTES ALTERNATE #7 - OMIT OUTDOOR PATIO ON GRADE AND FIRE PIT ALTERNATE #11 - OMIT GAS RADIANT HEATERS AT DINING ROOM TERRACE, BUT STUB GAS LINE TO THE UNIT LOCATIONS FOR FUTURE INSTALLATION WITHOUT REMOVING THE CEILING. i DINING ROOM A221 DEMOLITION PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL VA�,11:��,�^ f'f� Ric'. •FGA . i'' �r 12/18/12 �DDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DINING ROOM DEMOLITION PLAN UPPER LEVEL SHEET A221 ISSUED FOR CONSTRUCTION COAT RM. 2015 NEW CASEWORK, W2 / TOP AT 42" AFF. / NEW GLAZING, BOTTOM OF ASSEMBLY TO BE 48"AFF / AS INFILL EXTERIOR WALL BETWEEN 6 NEW GLAZING LOCATIONS GALLERY 4" 31 4" oooo oo • s • P i .NEW BAR MILLWORK NEW 6" WALL < •���� DIAPER CHANGINC�, STATION WOMEN'S TOILET 1 L ) � I ) ( I I MRR VES 2013 v 201 0/ _\ 0. 4'-5 3/4" 012 1� NEW VANITIES /O 4 1 W MEN'S RESTROOM M C 20 2 NEW 5'-0" HIGH WALL NEW WALL 00,j 1'-0" 1'-0" DIAPER CHANGING 10 11'_p" STATION 20 NEW CASED OPENING 2006 NEW COLUMN WRAP I 38'-4 1/4" NEW NATURAL GAS FIREPLACE, ISOKEQN "VENT FREE 42", ON 80"x20" RAISED HEARTH, 8" AFF. KITCHEN n ALIGN CENTER OF FIREPLACE WITH EXISTING BEAM IN CEILING ABOVE NEW WINE STORAGE LOCKERS 2,-6" 159(e"Wx17%"Dx83%"H) EACH SIDE OF FIREPLACE AS SHOWN. I TOTAL BOTTLE COUNT: 480 210 iv — SEE 1O/ID5.5 2 5 ALTERNATE CONSTRUCTION NOTES ALTERNATE #7 — OMIT OUTDOOR PATIO ON GRADE AND FIRE PIT ALTERNATE #11 — OMIT GAS RADIANT HEATERS AT DINING ROOM TERRACE, BUT STUB GAS LINE TO THE UNIT LOCA11ONS FOR FUTURE INSTALLATION WITHOUT REMOVING THE CEILING. �r 0 10'-2" 28'-11 " NEW EXTERIOR DOOR AT END OF NEW GLAZING BAR DINING Zoos 15'-0" M9 0.5 0.1 1 1'-1 1/4"' 3" 7'-4 I �. �I 6 �� I tK NEW RAILI GS TOM TCH EXISTING, TYP. �. i �tKaf O < Go J.6 In \ I r I NEW 5'-0" HIGH WALL 1'-0" 6'-3 7/8" NEW HUKUH A600 OD 6 6 3 2 11 l' --1 /4" M L ST JDS WITH V EXTERIOR PLYWD, S AGGER JOINTS, SAND SMOOTH AND PAINTED, COLUMNS AT 7 OF 0 LOCATIONS l' --1 NEW CONCRETE ST -CK) � /4" j in COLUMN LINE "J" INDICATES CENTERLINE OF NEW PORCH J = I TYP. in (2) TREADS AT 11 NEW COLUMN WRAP DINING Zoos \-f 6 EXISTING PORCH 2010 r° A I " SM7119 L C:1 0 1� I G. 5 _ 7'-4 1'-1 1/4" 0 NEW FLOOR PLAN NOTES: 1. HATCHED WALLS INDICATE NEW STUD WALLS 2. STUD WALLS TO BE A" METAL STUD, U.N.O. WITH fib" GYP. BD. EACH SIDE, U.N.O.; GYP. BD. TO TERMINATE 6" MIN. ABOVE CEILING 3. ALL DIMENSIONS SHOWN ARE TO EDGE OF FRAMING, U.N.O. 4. AT WET AREAS ALL PARTITONS AND FIXTURES (TOILETS, GRAB BARS, ETC.) SHALL BE REPLACED WITH NEW COMPONENTS IN EXACT SAME SIZE AND IN EXACT SAME LOCATIONS AS EXISTING. 5. SOME DOORS IN EXISTING LOCATIONS SHALL BE REPLACED WITH NEW DOOR OF EXACT SAME SIZE WITH NEW TRIM PACKAGE. 6. RECLAD EXTERIOR PILASTERS SURROUNDING DINING ROOM WITH %" EXTERIOR PLYWOOD PANELS FROM SOFFIT TO LOWER LEVEL SLAB, STAGGER JOINTS AND SAND SMOOTH, PAINTED. r 17. PROVIDE CAT 6 AND POWER OUTLET AT WALL FOR P.O.S. STATION AT BAR plan DINING ROOM 1/+'=1'-0• A222 NEW FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL ttttt t u rlulr, `��f r♦�1f��f� 171:' y�t�``4� l p.11:t`:t 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DINING ROOM NEW FLOOR PLAN UPPER LEVEL A222 ISSUED FOR CONSTRUCTIO NEW HUKUH A600 OD 2 11 l' --1 /4" NEW CONCRETE ST IRS, I (3) RISERS AT 7", I TYP. in (2) TREADS AT 11 TYP. = ao I 1 OD EXISTING PORCH 2009 Lo A I " SM7119 L C:1 0 1� I G. 5 _ 7'-4 1'-1 1/4" 0 NEW FLOOR PLAN NOTES: 1. HATCHED WALLS INDICATE NEW STUD WALLS 2. STUD WALLS TO BE A" METAL STUD, U.N.O. WITH fib" GYP. BD. EACH SIDE, U.N.O.; GYP. BD. TO TERMINATE 6" MIN. ABOVE CEILING 3. ALL DIMENSIONS SHOWN ARE TO EDGE OF FRAMING, U.N.O. 4. AT WET AREAS ALL PARTITONS AND FIXTURES (TOILETS, GRAB BARS, ETC.) SHALL BE REPLACED WITH NEW COMPONENTS IN EXACT SAME SIZE AND IN EXACT SAME LOCATIONS AS EXISTING. 5. SOME DOORS IN EXISTING LOCATIONS SHALL BE REPLACED WITH NEW DOOR OF EXACT SAME SIZE WITH NEW TRIM PACKAGE. 6. RECLAD EXTERIOR PILASTERS SURROUNDING DINING ROOM WITH %" EXTERIOR PLYWOOD PANELS FROM SOFFIT TO LOWER LEVEL SLAB, STAGGER JOINTS AND SAND SMOOTH, PAINTED. r 17. PROVIDE CAT 6 AND POWER OUTLET AT WALL FOR P.O.S. STATION AT BAR plan DINING ROOM 1/+'=1'-0• A222 NEW FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL ttttt t u rlulr, `��f r♦�1f��f� 171:' y�t�``4� l p.11:t`:t 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DINING ROOM NEW FLOOR PLAN UPPER LEVEL A222 ISSUED FOR CONSTRUCTIO ALTERNATE CONSTRUCTION NOTES Al TFPMATF .47 plan r i DINING ROOM, OUTDOOR 1/40=11 cr ^222° NEW FLOOR PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL i\ti�ttllVttf ,rli�;��,�rt d ^ by s F • M I +� lit 12/28/12 A2ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DINING ROOM OUTDOOR LOUNGE NEW FLOOR PLAN UPPER LEVEL ISSUED FOR CONSTRUCTION GALLERY 2007 MAITRE D' STATION KITCHEN 2043 BUFFET 12 SEATS BAR DINING Zoos 12 SEATS 118 SEATS (INTERIOR) 80 SEATS (EXTERIOR) 198 TOTAL FURNITURE PLAN NOTES: 1. ALL FURNITURE SHOWN SHALL BE NEW 2. NUMBER OF SEATS AT DINING AREAS: INTERIOR: 118 SEATS EXTERIOR (COVERED): 62 SEATS @A6 (#2005): BARSTOOLS x 12= 12 SEATS BAR DINING (#2007): 2—TOP (36" DIA. TABLE) x4= 8 SEATS 4—TOP (42" DIA. TABLE) x3= 12 SEATS 6—TOP (60" DIA. TABLE) x2= 12 SEATS BOOTHS (30"x54" TABLE) x3= 12 SEATS DINING ROOM (#2006) 4—TOP (42" DIA. TABLE) x2= 8 SEATS 4—TOP (42"x60" TABLE) x9= 36 SEATS 6—TOP (60" DIA. TABLE) x1= 6 SEATS BOOTHS (30"x54" TABLE) x3= 12 SEATS NEW PORCH (#2008) 4—TOP (36"x36" TABLE) x6= 24 SEATS 6—TOP (60" DIA. TABLE) x1= 6 SEATS EXISTING PORCH (#2009) 2—TOP (36"x36" TABLE) x8= 16 SEATS EXISTING PORCH (#2010) 4—TOP (36"06" TABLE) x4= 16 SEATS DINING ROOM FURNITURE PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL €+ ST • - ' 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE DINING ROOM FURNITURE PLAN UPPER LEVEL A223 ISSUED FOR CONSTRUCTION FURNITURE PLAN NOTES: 1. ALL FURNITURE SHOWN SHALL BE NEW, DESIGNED FOR ALL-WEATHER USE 2. NUMBER OF SEATS AT DINING AREAS: EXTERIOR (UNCOVERED): 16 SEATS OUTDOOR: 4 -TOP (36"x36" TABLE) x4= 16 SEATS ALSO SHOWN: (4) 24" ROUND COCKTAIL TABLES, 42" HIGH (8) DECK CHAIRS SURROUNDING FIREPIT plan r i DINING ROOM, OUTDOOR 1/+"4-0' A223a FURNITURE PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DINING ROOM OUTDOOR LOUNGE FURNITURE PLAN UPPER LEVEL ISSUED FOR CONSTRUCTION TING ACOUSTICAL TILES NHT2x2 =VEAL ACT AS SHOWN. 2 5" CROWN MOLDING IN ALL NEW U.N.O. 'TING INCANDESCENT RECESSED CAN PACT FLOURESCENT. SEE ELEC. LIGHTING DESIGN PACKAGE FOR ;EILING FIXTURES; NOTIFY ARCHITECT 'ANCIES PRIOR TO INSTALLATION. HVAC REGISTERS WITH NEW TO FIT VUFACTURER'S STD. COLOR. ;ATIONS OF CEILING DIFFUSERS, LS, ETC. WITH HVAC DRAWINGS; �aT OF ANY DISCREPANCIES PRIOR TO EXISTING AND NEW GYP. BD. N AREAS WHERE NEW GYP. BD. CENT TO EXISTING. :XISTING SPRINKLER HEADS BELOW -IEIGHT. COLOR OF COVER TO MATCH AES. 'CH COLUMN YP. BD. NG ROOM LECTED CLG. PLAN Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL p";fC4- 12/28/12 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE DINING ROOM RCP UPPER LEVEL ISSUED FOR CONSTRUCTION ROOF BEARINI NEW PORCH - LEADING EDGI NEW PORCH - r%r'\AA n^^E* Tr% nAMAMCT AT 1 f%P%A-ne%Ll EXISTING FF ELEVATION,L UPPER LEVEL + 11'-6%' _ SLAB ELEVAT10NA, LOWER LEVEL 0'-0" NEW ELEVATION A300 DINING ROOM EXCAVATE DIRT AND FILL -.// PREP AREA FOR NEW SLAB LEVATION ll'-69i" LEVATI� LV..LI. ""VEL elev r 2 DEMOLITION ELEVATION /4"4-o• Amo DINING ROOMA300 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL IE 12/28/122QADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION (PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE SHEET FRONT ELEVATION ISSUED FOR CONSTRUCTION IOF BEARING ;W PORCH + 20'-8" :ADING EDGE ELEVATION_ :W PORCH + 9'-9"Ni" DEMO COLUMNS CLADDING DEMO STAIR, NEW PATIO LEVEL WILL BE +11'-3X" NEW GRADING, LEVEL —\ AREA FOR PATIO DINING DEMO COLUMNS CLADDING DEMO EXISTING WINDOWS rrinv tw ULVVRN l l YG nvvv r nl.L-L- TO INFIL BELOW NEW WINDOW IN EXISTING WALL OPENING NEW SIDE ELEVATION DINING ROOM EXISTING SIDE ELEVATION DINING ROOM EXISTING FF ELEVATIONh UPPER LEVEL + 11'-6"ki" EXISTING FF ELEVATION UPPER LEVEL + 11'-6"Xi" \.uo Diedrich 34 INMAN VILLAGE PARKWAY HE BLUE HORSE , SUITE 280 ,TLANTA , GEORGIA 30307 78.244.6270 PH 6272 FX /ww.KuoDiedrich.com SEAL 12/28/12AADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION I 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE ELEVATIONS SHEET A301 ISSUED FOR COISTRUCTIM 0 RESTROOM NOTES: 1. ALL LAVATORIES ARE NEW AND ARE IN NEW LOCATIONS 2. ALL LAVATORIES SHALL HAVE THE REQUIRED CLEAR FLOOR SPACE UNDER FOR HANDICAP ACCESS. 3. ALL TOILETS, URINALS, GRAB BARS, AND OTHER PLUMBING ACCESSORIES ARE NEW BUT SHALL BE INSTALLED IN THE EXACT LOCATION OF THE EXISITNG FIXTURES BEING REPLACED WITH THE EXCEPTION OF THE HANDICAP TOILET STALLS. THE HANDICAP TOILET STALLS SHALL BE INSTALLED AS DIMENSIONED ON THESE DRAWINGS, VERIFY WITH EXISTING. 4. ALL TOILET PERTITIONS ARE NEW, 1" THICK MAX. WOOD LAMINATED PARTITON, HUNG FROM THE CEILING, TYP. r E, f EXACT SAME AT OPP. SIDE PULL SIDE OF DOOR �%Tv v.L.�IA I ".,—„ — — AT SHOWER STALL plan RESTROOM CLEARANCE DIAGRAM 1/2'=l'-�' A510 LOWER LEVEL Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 EX www.KuoDiedrich.com SEAL N%t l l' l4lr; r), /� rr CJt� TFc�+�^. 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE RESTROOM CLEARANCES LOWER LEVEL SHEET A510 ISSUED FOR CONSTRUCTION RESTROOM NOTES: 1. ALL LAVATORIES ARE NEW AND ARE IN NEW LOCATIONS 2. ALL LAVATORIES SHALL HAVE THE REQUIRED CLEAR FLOOR SPACE UNDER FOR HANDICAP ACCESS. 3. ALL TOILETS, URINALS, GRAB BARS, AND OTHER PLUMBING ACCESSORIES ARE NEW BUT SHALL BE INSTALLED IN THE EXACT LOCATION OF THE EXISITNG FIXTURES BEING REPLACED WITH THE EXCEPTION OF THE HANDICAP TOILET STALLS. THE HANDICAP TOILET STALLS SHALL BE INSTALLED AS DIMENSIONED ON THESE DRAWINGS, VERIFY WITH EXISTING. IL TOILET PERTITIONS ARE NEW, 1" THICK MAX. WOOD LAMINATED TITON, HUNG FROM THE CEILING, TYP. plan RESTROOM CLEARANCE DIAGRAM 1/20=1'_0" A520 UPPER LEVEL Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL aim Cf`tTFG"N 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD RESTROOM CLEARANCES UPPER LEVEL SHEET A520 ISSUED FOR CONSTRUCTION ALL ELEMENTS OF ROOFING - SYSTEM TO MATCH EXISTING, INCLUDING SHINGLES, VAPOR BARRIER, ETC. ON 99' ROOF SHEATHING 3'-0" FASCIA TO ALIGN WITH EXISTING , -\ AND MATCH MATERIAL AND FINISH OILROOF BEARING NEW PATIO + 20'-B" SOFFIT TO MATCH EXISTING LEADING EDGE ELEVATION NEW PATIO + 9'-9X" ;Y4' STUCCO ON )1" EXT. SHEATHIN ON 1 1/2 METAL FRAMING FURRED OUT FROM STEEL BEAM METAL DRIP EDGE PROVIDE CAULK JOINT AT TRANSITION CFROM STUCCO VENEER TO EXTERIOR GYSUM CEILING %" EXTERIOR GYPSUM BAORD CEILING ON SUPPORT STRUST HUNG FROM METAL DECK ABOVE N \ Ye STUCCO VENEER ON 10" CONCRET rn FOUNDATION/RETAINING WALL, SEE o� STRUCTURAL 12 10 F NEW ROOF TRUSSES SEE STRUCTURAL DRAWINGS FOR STEEL SIZES tT&GCEILING 0" 1' 6" N MOLDING " %" EXTERIOR GYP. BD. NEW RAILING TO MATCH EXISTING NEW CONCRETE SLAB ON METAL DECKING Jb" PER TO LEADING DGE SEE STRUCTURAL DRAWINGS FOR STEEL SIZES 0 I a 00 to PROVIDE 4" STUCCO /4" TRIM AT WALL OPENING, BPTH SIDES iii\\/i\\/i\\ .:. -..� •• .:.' IV SLAB ELEVATION \//� //j //� ••� a' . . . LOWER LEVEL 0'-0" lam\.�\ . 4" CONCRETE r- BRICK PAVERS det 2 CONCRETE STAIR 3/4•=1'-7AsooJ © FIRE P I T FIRE PIT 99'-1" STAIRS m 0 SLOPE 4" CONCRETE CAP- STONE AP-STONE VENEER - 12 GA GALV BRICK TIES AT - 16" OC VERT, 24" OC HORIZ THRU WALL DRAIN - CONCRETE WITH BRICK BORDER 7 5/ " 99 1 MAIN LEVELEm e — 1= II���IIII��III���III��IIII���III���III���II det 1 PATIO PAVER 3/4"=,'-o• Asoo (g? D I N —IN G PAN FIRE BRICK RING 4 NOT USED' det 3 FIRE PIT Asoo 3/4"=�'-o• A60° 0 DETAIL det 5 EDGE AT NEW PORCH 3/4•=,'-o• Asoo D E TA I L . , —" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 �DDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DETAILS A600 ISSUED FOR CONSTRUCTION TEMPERED GLAZING NEW DOORS IN EXISTING LOCATIONS DOORS LISTED BELOW ARE ENTIRELY NEW DOORS TO BE INSTALLED IN EXISTING WALL OPENINGS. ! �/ •r � �� LOWER LEVEL DOOR RAM SIZE FIRE MARK TYPE MATERIAL RATING HEAD JAMB SILL NOTES WDXHGT THK MATL LABEL 106 A 3'– Ox 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 108 A 2 –0 x 7 1-0.1 3 4 W I WD -- 10 1 11 9 INTERIOR SOLID WD SWINGING 110 A 3'– 0 x 7'-0" 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING f 111 A 3'– 0 x T-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 116 A 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 133 A 3'– 0 x 7'-0- 1 3 4 WD WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING` 134 A 3'– 0 x 7r::0 1 3 4 WD WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING NOTE 144 -- 3 –0 —X7'–O- NA -- WD -- 13 14 15 CASED OPENING 157 A S-0 x 7'– 0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 159 A 1 3'-0" x 7'-0" 1 34 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 163 A 3'– 0 x 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 168 A 3'-0- x 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING – INTERIOR, SOLID WOOD, SWINGING DOOR – INTERIOR, SOLID WOOD, SWINGING DOOR, PAIR –INTERIOR, SOLID WOOD, FULL FRENCH (TEMPERED), SWINGING DOOR, QUADRUPLE – BASIS OF DESIGN: SELECT DOOR STYLE "240" – BASIS OF DESIGN: SELECT DOOR STYLE "240" – BASIS OF DESIGN: SELECT DOOR STYLE "010" A B –HARDWARE TO ALLOW FOR MIDDLE TWO LEAFS TO OPEN TO 180 DEG. AND THEN OUTER TWO LEAF TO THEN OPEN COMPLETELY OPPOSITE 180 DEG. UPPER LEVEL DOOR VIEWING WINDOW, LOUVERS TEMPERED GLAZING Ku O Diedrich SIZE RAM FIRE TEMPERED RATING HEAD JAMB SILL NOTES 834 INMAN VILLAGE PARKWAY MARK TYPE WDXHGT THK MATERIAL MATL LABEL THE BLUE HORSE , SUITE 280 / ATLANTA , GEORGIA 30307 202 A 3'–Ow'--X7'–O" 1 3/4" WD i WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING / 678.244.6270 PH 6272 FX 203 A 3'-- �Ox 7 1 –0 1 3/4" W I WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING 209 D 3'-0" x 7'-0" 1 3/4" WD I WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING �f 210 D 3'-0" x 7'-0- 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING WWW . K u o D i e d r i c h. c o I'1'1 215 A 3'-0" x 7'-0" 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING / µ 221 A 3'-0" x 7'-0" 1 3 4 WD WD 1 10 11 9 INTERIOR SOLID WD SWINGING 224 A 3 –0 x 7 –0 1 3 4 WD WD 1-- 10 11 9 INTERIOR SOLID WD SWINGING SEAL 1. CONTRACTOR TO VERIFY ALL LOCATIONS, EXISTING OPENING SIZES, FIRE RATINGS, ETC. AND ENSURE THAT ALL NEW DOORS LISTED ABOVE WILL MATCH OPENINGS. 2. PREP ALL OPENINGS TO RECEIVE NEW TRIM PACKAGE, SEE INTERIOR DESIGN DRAWINGS. 3. DOOR #134 SHALL BE INCLUDED ONLY IF THE WORK IS PERFOREMD IN ACCORDANCE WITH CONSTRUCTION ALTERNATE #1. `�_ Q.N'J���lf'' ST ` • * 1 r C.11 ��t'i nI t;ti':ti►� NEW DOORS IN NEW LOCATIONS – INTERIOR, SOLID WOOD, SWINGING DOOR – INTERIOR, HOLLOW METAL, SWINGING DOOR – INTERIOR, SOLID WOOD, LOUVERED SWINGING DOOR – EXTERIOR, ALUMINUM, FULL VIEW (TEMPERED) DOORS LISTED BELOW ARE ENITRELY NEW DOORS IN NEW LOCATIONS.– BASIS OF DESIGN: CHASE DOORS STYLE "SC5028" – TRIM TO MATCH ADJACENT OPENINGS AT SWINGING DOOR D TEMPERED VIEWING WINDOW AS SH E OWN KITCHEN AREA F – TO MATCH EXTERIOR DOORS AT DINING ROOM LOWER LEVEL WOOD FRAME WOOD DOOR AND FRAME METAL DOOR AND FRAME METAL DOOR AND FRAME METAL DOOR AND FRAME DOOR -RAME CASED OPENING INTERIOR INTERIOR EXTERIOR, UPPER LEVEL EXTERIOR, LOWER LEVEL SIZE FIRE MARK TYPE MATERIAL RATING HEAD JAMB SILL NOTES UAD WDXHGT THK MATL LABEL HEAD 13 HEAD 10 HEAD 7 HEAD 4 1 A800 A800 A800 A800 A800 1002 A 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING 1003 -- 3 –0 x 7 –0 NA -- WD -- 13 14 15 CASED OPENING 1004 A 3'– 0 x 7'-0" 1 3 4 WD WD -- 10 1 1 9 INTERIOR SOLID WD SWINGING 1005 A 3'-0" x 7 –0 1 3 4 WD WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING 1007 -- 6'– 0 x 7 –0 NA -- WD -- 13 14 15 CASED OPENINGgaNc STONE VENNER 1014 A 3 –0 x 7'-0" 1 3/4" WD WD 1 10 11 9 INTERIOR SOLID WD SWINGING 1016 A 3 –0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 1019a F 3 –0 x 7'-0- 1 3/4" WD WD 1 10 11 9 INTERIOR SOLID WD SWINGING 1019b F 2'– 6 x 7'-0" 1 3/4"1 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING FLASHING SA LANG 1019c F 2 –6 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING TRIM. SEE SEALANT EAUWT t2/tt/t2 BID/PERMIT SET 1019d F 2 –6 x 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING INTERIORs 1021 -- –'--T--O-w---x 7 –0 NA -- WD -- 13 14 15 CASED OPENING TRIM, SEE TRIM, TO MATCH ADJACENT METAL FRAME METAL FRAME INTERIORS DOORS DOOR DOOR DATE DESCRIPTION 1021 -- 4'– 0 x 7'-0" NA -- WD -- 13 14 15 CASED OPENING DOOR 1024 A 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING DOOR 1036 -- 3'– 0 x 7'-0" NA -- WD -- 13 14 15 CASED OPENING 1037 A 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING PROJECT 1038a A 3'– 0 x 7'-0" 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 1038b A 3 –0 x 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING WOODLAND 1042a -- 5 –0 x 7'-0" NA -- WD -- 13 14 15 CASED OPENING 1042b -- 5'– 0 x 7'-0" NA -- WD -- 13 14 15 CASED OPENING COUNTRY CLUB 1042c -- 3'– 0 x 7'-0 NA -- WD -- 13 14 15 CASED OPENING NOTE 3 JAMB @ ao JAO 5 SIA�d@ 2 1046 E 3 –0 x 7'–Om 1 3/4" HM MTL -- 7 8 9 INTERIOR FLUSH SWINGING 14 11 8 1048 -- 2'-6" x 7'-0" NA -- WD -- 13 14 15 CASED OPENING Aeoo A600 A900 A800 1056 A 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING �. SEE RENOVATION &ADDITION 1057 A 3'– 0 x 7 –0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING �M• SEE INTERIORS 1059 -- 3 –0 x 7 –0 NA -- WD -- 13 14 15 CASED OPENING INTERIORS 100 WOODLAND LANE 1061 -- 6'-0" x 7 –0 NA -- DOOR CARMEL, I N 46032 WD -- 13 14 15 CASED OPENING 1065 A 3'– 0 x 71-0- Fl -377471 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING TRIM, SEE DOOR INTERIORS • U P P E R LEVELPROJ DOOR12023 DOOR DOOR SIZE RAME FIRE TRIM, SEE VTRIM, To MATCH SIDING STONE VENEER START RATING HEAD JAMB SILL NOTES MARK TYPE MATERIAL INTERIORS ADJACENT DOORS > > • 01.12 WDXHGT THK MATL LABEL DRAWN CUR 2001 -- 3'-0- x 7'-0" NA -- WD -- 13 14 15 CASED OPENING 2006 -- 3'–Ow x 7' -7 --NA -- WD -- 13 14 15 CASED OPENING 2008 G 3 –0 x 7'-0- 1 1 3 4 ALUM MTL -- 4 5 6 EXTERIOR NOTE 61LL �1LL 2012a -- 3'-0- x 7 –0 NA -- WD -- 13 14 15 CASED OPENING S1L� 15 9 6 3 CHECKED MAD 2012b A 3 –0 x 7'– 0 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING Asoo Aeoo Aaoo ABDD 2014a I -- T --0—w— x 7'-0- NA -- WD -- 13 14 15 CASED OPENING 2014b A jr--Ow- x 7'–Om 1 3/4" WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING 2017a C 4 3'– 0 x 7'-0" 1 3/4" WD WD -- 10 11 9 INTERIOR FRENCH DR MULT. SWINGING TITLE D00R 2017b C 4 –0 x 7 –0 1 3/4" WD WD -- 10 11 9 INTERIOR FRENCH DR MULT. SWINGING 3 2017c B 2 3'-0 x 7'-0" 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING JAMA EXTENSION 2021a B 2 2'-6" x 7'-0" 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING - DOOR SCHEDULE 2021 b B 2 2'-6" x 7'-0" 1 3 4 WD WD -- 10 11 1 9 INTERIOR SOLID WD SWINGING SEE INTERIORS SEE INTERIORS PAVERS 2025 -- 6 –0 x 7 –0 NA -- WD -- 13 14 15 CASED OPENING FOR FINISH FOR FINISH2040 A 3'– 0 x 7'– 0 1 3 4 WD WD -- 10 11 9 INTERIOR SOLID WD SWINGING MATERIAL MATERIAL 1. EXTERIOR DOOR #2008 SHALL MATCH THE OTHER EXISITING EXTERIOR ALUMINUM DOORS IN DINING ROOM. ° MATCH METAL FINISH, STILE/RAIL DIMENSIONS, GLASS TYPE, ETC. SHEET 2. FOR ALL DOORS (INLCUDING CASED OPENINGS) SEE INTERIOR DESIGN DRAWINGS FOR WOOD TRIM PACKAGE. SEE INTERIORS 3. DOOR #1042c SHALL BE INCLUDED ONLY IF THE WORK IS PERFOREMD IN ACCORDANCE WITH CONSTRUCTION ALTERNATE #1. FOR THRESHOLD FOR INTERIORS A800 ISSUED FOR COISTRUCTIOI 0 WINDOW SCHEDULE WINDOW TYPE WINDOW SIZE FRAME WINDOW DETAILS REMARKS WIDTH FAHEIGHT DEPTH MAT'L I FINISH HEAD JAMB SILL FOR TRIM INFO W1 6'-10" 3'-6" 6" MTL - 1 2 3 FIXED ALUMINUM STOREFRONT WINDOW W2 4'-6" 3'-6" 6" MTL - 4 5 6 FIXED ALUMINUM STOREFRONT WINDOW W3 3'-4" 6'-0" 6" MTL - 1 2 3 FIXED ALUMINUM STOREFRONT WINDOW W4 10'-2" 6'-0" 6" MTL - 1 2 3 FIXED ALUMINUM STOREFRONT WINDOW Lo I EXISTING TRIM SILL TRIM TO MATCH EXISTING Olfftm' 92W 1. 6" DEEP ALUMINUM FRAME STOREFRONT ASSEMBLY TO MATCH EXISTING 2. STOREFRONT FRAME FINISH AND GLASS TYPE/COLR SHALL MATCH EXISTING WINDOWS IN DINING ROOM #2006, #2007 3. ALL GLAZING SHALL BE TEMPERED 4. PROVIDE SHOP DRAWINGS AND SAMPLES FOR APPROVAL PRIOR TO FABRICATION 3'-4" 10'-2" It -I FINISHED FLOOR ..._ ..._...__.. — _... — — _......... _._, — --- W 4 W4 DOOR PER SCHEDULE 2 FINISHED FLOOR Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 22 ADDENDUM #2 SEE ID SHEETS 12/11/12 SEE ID SHEETS DATE DESCRIPTION SOFFIT FOR TRIM INFO FOR TRIM INFO 00 .•r PROVIDE METAL ^aM I FLASHING ,i:�.;'::;.'�: •' W IA �I•,♦'f •• ••} F• �1' Lo I EXISTING TRIM SILL TRIM TO MATCH EXISTING TRIM TO PROVIDE METAL Q SIDING TO MATCH EXISTING FLASHING w/ MATCH EXISTING DRIP EDGE (— 7/8" 11 5/8" SIDING TO W MATCH EXISTING Q A801 A801 A801 PROVIDE METAL FLASHING w/ SOFFIT O DRIP EDGE 0 +4'-1" z J I PROVIDE �4" EXT. z PLYWD. PANEL ON 2x BLOCKING AT EXISTING HEADER 3 NEW WALL INFILL, Z PAINTED EXISTING STONE +2'-374 VENEER BACKER ROD PROVIDE METAL EXISTING SILL & SEALANT FLASHING WRAP AT CORNER PROVIDE METAL FLASHING w/ DRIP EDGE 6 �so1 5 �eot 4 A801 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12/28/12 22 ADDENDUM #2 12/18/12 ADDENDUM #1 12/11/12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE WINDOW SCHEDULE A801 ISSUED FOR CONSTRUCTION 01 30" WIDE x 18" THICK CONCRETE GRADE BEAM CONNECTING FOOTINGS AGAINST EXISTING WALL. REINFORCE GRADE BEAM WITH (4) #6 BARS (CONTINUOUS) 0 TOP AND BOTTOM OF BEAM. 0.9 0.5 T 8" 3 TYP. DETAIL 30 EMBEDDED COLI 3'-6- I I \ (-2'-0") `\ J2'-6" FOOTING WIDTH I I %WK �+ 3'-6"I + 0� �C- G� L_ , S300 I I oI 5'-6" I po FOOTING WIDTH K.5— — — — K.5 K.4 — — — — KA G� > r F5.0 1 (-2'-0') I I 13'-0" FACE OF WALL ITO EDGE OF FOOTING I I I -j I I r F3.6 (-2'-0") j 2'-6" FOOTING WIDTH I F5.0ti + "� 140 ti� --� —�— — — 0.5 —� — — — GA ?EDUCED FOOTING WIDTH DUE TO ;HANGE IN GRADE. FOOTING SHALL BE t4" WIDE x 12" THICK REINFORCED WITH 2) # 5 CONTINUOUS BOTTOM BARS. FOUNDATION PLAN. SCALE: 1/4" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S300 FOR FOUNDATION DETAILS. 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. 5. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ASSUME A FINISH FLOOR ELEVATION OF 0'-0" AT THE GROUND. ELEVATION 0'-0" IS A REFERENCE FLOOR ELEVATION ONLY. SEE CIVIL AND/OR ARCHITECTURAL DRAWINGS FOR ACTUAL FLOOR ELEVATIONS. 6. CONTRACTOR SHALL FIELD LOCATE FOOTING STEPS TO MAINTAIN MINIMUM FOOTING DEPTH OF 30 INCHES BELOW FINISHED GRADE. FOOTING DEPTH IS MEASURED FROM FINISHED GRADE TO BOTTOM OF FOOTING. 7. COAT PORTIONS OF STEEL COLUMNS BELOW FINISHED FLOOR WITH COAL TAR MASTIC. COLUMN BASEPLATES SHALL BE ENCASED WITH CONCRETE AND/OR GROUT WHENEVER POSSIBLE. 8. UNLESS NOTED OTHERWISE, STEEL COLUMNS SHALL EXTEND DOWN TO TOPS OF FOOTINGS. (COLUMNS DO NOT BEAR ON CMU PIERS.) — J.6 SLAB PLAN SCALE: 1/4" = 1'-0" NOTES: —G.5 — — G.4 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S300 FOR FOUNDATION DETAILS. 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. 5. UNLESS NOTED OTHERWISE, INTERIOR CONCRETE SLABS–ON–GRADE SHALL BE 4" THICK (MINIMUM) CONCRETE SLABS–ON–GRADE REINFORCED WITH 6x6 – W1.4 x W1.4 W.W.F. OVER 10 MIL POLYETHYLENE VAPOR BARRIER AND 4" COMPACTED CRUSHED STONE BASE. (INSTALL VAPOR BARRIER DIRECTLY BELOW CONCRETE.) Nk C HUNTSVILLE, AL 3005 L&N DRIVE - SUITE 83 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.DIMG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE FOUNDATION AND SLAB PLAN SHEET sloo 0.9 I II I I 3 S401 I W12x16 <10> 0.5 0.1 I I 3 K.5 S401 K.4 SLAB THICKNESS 4" 0 SLAB EDGE. W12x26 <12> / -/ A v A v— W12x26 <12> W14x30 — J.6 14� SIM. DETAIL 1 ENLARGED PLAN 0 20 MOMENT CONNECTION II I 2 S401 v TYP o - - J Ix II DETAIL 1 W12x26 <12> ENLARGED PLAN 0 2 MOMENT CONNECTION W14x30 III W12x16 <10> I III I 1 I S401 II I SII I II - - - - - - - � - - W14x26 <10> - - III I ti 10- III I ' olG�ti II I SIM. DETAI 20 ENLARGED PLAN 0 MOMENT CONNECTION I I It .50 %+ �1 / 0.9 0.5 0.1 I EXISTING MANSARD 1 SIM. DETAIL I iTRUSS-TO-BEAMI 20 ENLARGED PLAN CONNECTION BY TRUSS I I MOMENT CONNECTION DESIGNER. DESIGN I I W10x22 CONNECTION FOR 600# I 2 HORIZONTAL FORCE NORMAL TO BEAM IN �� J�� 5400 ADDITION TO WIND I �'GO�' TYP 5c, J�A-\' I I UPLIFT FORCES. - - W 10x22 = — IL I— _tJ J OVERBUILD FRAMING 0 I I I oN 3� I � TYPICAL ROOF FRAMING: ENGINEERED WOOD TRUSSES 0 2'-0" O.C. (MAXIMUM SPACING). INSTALL 5/8" CD EXPOSURE 1 PLYWOOD ROOF SHEATHING OVER WOOD TRUSSES. SEE SHEET S400 FOR PLYWOOD ROOF SHEATHING ATTACHMENT INSTRUCTIONS. K.5 KA w1ox22 — J.6 SIM. DETAIL 1 ENLARGED PLAN ® 20 MOMENT CONNECTION N II U) NII PRE -ENG. WOOD - X CONSTRUCT WALL BELOW TIGHT TO I o ROOF TRUSSES 13 111 1 UNDERSIDE OF BEAM I _uJ GA �otiss 2-1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1.5VU 20 GAGE GALV. METAL DECK BY VULCRAFT (OR APPROVED EQUAL) W14x30 [4" TOTAL SLAB THICKNESS] REINFORCE CONCRETE SLAB USING 6x6 - W2.1 x W2.1 WELDED WIRE MESH. SECOND FLOOR FRAMING PLAN NUMBER OF STUDS UNIFORMLY SPACED ALONG LENGTH OF BEAM SCALE: 1/4" = l' -O" BEAM SIZE (3/4" DIAM. x 3" LONG HEADED STUDS) NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN HERE. (25) W18x35 <20 (25) 2. SEE SHEETS S400 THROUGH S401 FOR FRAMING DETAILS. 1 " 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. /END SHEAR REACTION 5. ► - DENOTES FULL MOMENT CONNECTION. IN KIPS 6. COORDINATE FLOOR COATING WITH ARCHITECT. CONCRETE SLAB SHALL BE COATED WITH INDUSTRIAL MIDSPAN CAMBER GRADE COATING TO PROVIDE WATER -TIGHT SEAL 0 TOP OF SLAB. II � III I z �o�1 6' U a � U) :n J o m s SLAB THICKNESS 5" 0 III I HIGH POINT OF SLAB. III I (SLOPE UNIFORMLY UI I DOWN TO SLAB EDGES.) I III I III � III A I ,o x II ,Q�� 0.5 0.1 I I 3 K.5 S401 K.4 SLAB THICKNESS 4" 0 SLAB EDGE. W12x26 <12> / -/ A v A v— W12x26 <12> W14x30 — J.6 14� SIM. DETAIL 1 ENLARGED PLAN 0 20 MOMENT CONNECTION II I 2 S401 v TYP o - - J Ix II DETAIL 1 W12x26 <12> ENLARGED PLAN 0 2 MOMENT CONNECTION W14x30 III W12x16 <10> I III I 1 I S401 II I SII I II - - - - - - - � - - W14x26 <10> - - III I ti 10- III I ' olG�ti II I SIM. DETAI 20 ENLARGED PLAN 0 MOMENT CONNECTION I I It .50 %+ �1 / 0.9 0.5 0.1 I EXISTING MANSARD 1 SIM. DETAIL I iTRUSS-TO-BEAMI 20 ENLARGED PLAN CONNECTION BY TRUSS I I MOMENT CONNECTION DESIGNER. DESIGN I I W10x22 CONNECTION FOR 600# I 2 HORIZONTAL FORCE NORMAL TO BEAM IN �� J�� 5400 ADDITION TO WIND I �'GO�' TYP 5c, J�A-\' I I UPLIFT FORCES. - - W 10x22 = — IL I— _tJ J OVERBUILD FRAMING 0 I I I oN 3� I � TYPICAL ROOF FRAMING: ENGINEERED WOOD TRUSSES 0 2'-0" O.C. (MAXIMUM SPACING). INSTALL 5/8" CD EXPOSURE 1 PLYWOOD ROOF SHEATHING OVER WOOD TRUSSES. SEE SHEET S400 FOR PLYWOOD ROOF SHEATHING ATTACHMENT INSTRUCTIONS. K.5 KA w1ox22 — J.6 SIM. DETAIL 1 ENLARGED PLAN ® 20 MOMENT CONNECTION N II U) NII PRE -ENG. WOOD - X CONSTRUCT WALL BELOW TIGHT TO I o ROOF TRUSSES 13 111 1 UNDERSIDE OF BEAM I _uJ GA �otiss 2-1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1.5VU 20 GAGE GALV. METAL DECK BY VULCRAFT (OR APPROVED EQUAL) W14x30 [4" TOTAL SLAB THICKNESS] REINFORCE CONCRETE SLAB USING 6x6 - W2.1 x W2.1 WELDED WIRE MESH. SECOND FLOOR FRAMING PLAN NUMBER OF STUDS UNIFORMLY SPACED ALONG LENGTH OF BEAM SCALE: 1/4" = l' -O" BEAM SIZE (3/4" DIAM. x 3" LONG HEADED STUDS) NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN HERE. (25) W18x35 <20 (25) 2. SEE SHEETS S400 THROUGH S401 FOR FRAMING DETAILS. 1 " 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. /END SHEAR REACTION 5. ► - DENOTES FULL MOMENT CONNECTION. IN KIPS 6. COORDINATE FLOOR COATING WITH ARCHITECT. CONCRETE SLAB SHALL BE COATED WITH INDUSTRIAL MIDSPAN CAMBER GRADE COATING TO PROVIDE WATER -TIGHT SEAL 0 TOP OF SLAB. W 10x22 SIM. DETAIL ENLARGED PLAN 0 MOMENT CONNECTION ROOF FRAMING PLAN 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN HERE. 2. SEE SHEETS S400 THROUGH S401 FOR FRAMING DETAILS. 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. 5. ► - DENOTES FULL MOMENT CONNECTION. (SEE PLAN) ENLARGED PLAN MOMENT CONNECTION DETAIL 1 N.T.S. S200 HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: ma il9pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL C g PEI DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE SECOND FLOOR AND ROOF FRAMING PLAN s I DETAIL 1 I I I ,o ENLARGED PLAN 0 20 CONNECTION I ,Q�� Ir MOMENT g w 1 0 o �° ss�so0 GJ tV oT W10x22 I I I wo ZG FULL MOMENT uj MC 0 N0 i s CONNECTION. SEE DETAIL I �� W BEAM I I I CL v, p / G�ti 1 ON SHEET S400 I (SEE PLAN) +ry`L I 2 S400 I TYP TRUSS -TO -BEAM G.5 I I I CONNECTION BY TRUSS II II W10x22— GA DESIGNER. DESIGN —_ —_ —_ —_ —_ —_ — — — / W BEAM I _�j CONNECTION FOR 600# _ , / (SEE PLAN) HORIZONTAL FORCE NORMAL TO BEAM IN ti 'O�G �o s lG�',y / HSS COLUMN I i ADDITION TO WIND I 1 / (SEE PLAN) I UPLIFT FORCES. / W 10x22 SIM. DETAIL ENLARGED PLAN 0 MOMENT CONNECTION ROOF FRAMING PLAN 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN HERE. 2. SEE SHEETS S400 THROUGH S401 FOR FRAMING DETAILS. 3. SEE SHEET S500 FOR GENERAL NOTES. 4. SEE SHEET S501 FOR SCHEDULES. 5. ► - DENOTES FULL MOMENT CONNECTION. (SEE PLAN) ENLARGED PLAN MOMENT CONNECTION DETAIL 1 N.T.S. S200 HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: ma il9pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL C g PEI DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE SECOND FLOOR AND ROOF FRAMING PLAN r— FOUNDATION PLAN SCALE: 1/8" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S300 FOR TYPICAL FOUNDATION DETAILS. 3. SEE DRAWING S500 FOR GENERAL NOTES. 4. SEE DRAWING S501 FOR SCHEDULES. 00 NOTE: STEEL ANGLE (ELEVATOR SILL) AND ATTACHMENT TO PIT FOUNDATION WALLS BY ELEVATOR SUPPLIER. 2'-0" 8" CONCRETE WALL 2x4 FORMED KEYWAY WITH EXTRUDED RUBBER WATERSTOP @ ALL PIT WALL. INSTALL WATERSTOP OUTBOARD OF DOWELS. 0 t _ = f�i O 1 ,-a„ N TYP. SEE PLANS FOR ELEVATOR 4191 1110ziciNP.10 yx'-wa CO lo Wlif x 31C12Di Ilk 'Ilk �\ >< AW'�A NEW ELEVATOR , �;;, N NEW ELEVATOR FRAMING Q? �'' �� HOIST BEAM ��1 S���rt9��ti W t >< [2 Co} n W fro x 12 cy`9 ! +� �j INSTALL NEW BEAMS TIGHT TO UNDERSIDE \� 1 W1Ox26 OF METAL DECK STAJR Ops1 jl 5 XAr �*I i , d i t ,{ wI�JK��• I v w 12 x Flo Zx vq I'z p (Igo)87 t (pQ,,?i I Lp'- 1 ,1 107 �� �� `9 I I c� �► •L 2'-0" _ #5 DOWELS ® 16" O.C. (THICKEN SLAB ® EDGE OF SLAB) 8" 2'-0" #5 DOWELS ® 12" O.C. CENTERED IN WALL 45 HORIZONTAL BARS ® 12" O.C. (INSTALL L -SHAPED BARS ® WALL CORNERS. L -SHAPED BARS SHALL HAVE 12" LONG LEGS - TYPICAL) 1'-0" I 2'-0" 1 1'-0" T SQUARE FOUNDATION WALL @ ELEVATOR PIT DETAIL 1 1/2" - 1'-0" S201 #5 U -SHAPED BARS SUMP PIT (4 BARS EACH WAY) SECONI NG PLAN SCALE: 1/8" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S400 THRU S401 FOR TYPICAL FOUNDATION DETAILS. 3. SEE DRAWING S500 FOR GENERAL NOTES. 4. SEE DRAWING S501 FOR SCHEDULES. SCALE: 1/8" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S400 THRU S401 FOR TYPICAL FOUNDATION DETAILS. 3. SEE DRAWING S500 FOR GENERAL NOTES. 4. SEE DRAWING S501 FOR SCHEDULES. HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 5333043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL AM" . -I w DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE SECOND FLOOR AND ROOF FRAMING PLAN SHEET S201 #4 NOSING BAR 0 EDGE OF SLAB (TYPICAL) CLH #5 BARS ® 12" O.C. EACH WAY w C SUMP PIT LOCATE OPPOSITE ELEVATOR � PISTON -\ yx'-wa CO lo Wlif x 31C12Di Ilk 'Ilk �\ >< AW'�A NEW ELEVATOR , �;;, N NEW ELEVATOR FRAMING Q? �'' �� HOIST BEAM ��1 S���rt9��ti W t >< [2 Co} n W fro x 12 cy`9 ! +� �j INSTALL NEW BEAMS TIGHT TO UNDERSIDE \� 1 W1Ox26 OF METAL DECK STAJR Ops1 jl 5 XAr �*I i , d i t ,{ wI�JK��• I v w 12 x Flo Zx vq I'z p (Igo)87 t (pQ,,?i I Lp'- 1 ,1 107 �� �� `9 I I c� �► •L 2'-0" _ #5 DOWELS ® 16" O.C. (THICKEN SLAB ® EDGE OF SLAB) 8" 2'-0" #5 DOWELS ® 12" O.C. CENTERED IN WALL 45 HORIZONTAL BARS ® 12" O.C. (INSTALL L -SHAPED BARS ® WALL CORNERS. L -SHAPED BARS SHALL HAVE 12" LONG LEGS - TYPICAL) 1'-0" I 2'-0" 1 1'-0" T SQUARE FOUNDATION WALL @ ELEVATOR PIT DETAIL 1 1/2" - 1'-0" S201 #5 U -SHAPED BARS SUMP PIT (4 BARS EACH WAY) SECONI NG PLAN SCALE: 1/8" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S400 THRU S401 FOR TYPICAL FOUNDATION DETAILS. 3. SEE DRAWING S500 FOR GENERAL NOTES. 4. SEE DRAWING S501 FOR SCHEDULES. SCALE: 1/8" = 1'-0" NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 2. SEE SHEET S400 THRU S401 FOR TYPICAL FOUNDATION DETAILS. 3. SEE DRAWING S500 FOR GENERAL NOTES. 4. SEE DRAWING S501 FOR SCHEDULES. HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 5333043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL AM" . -I w DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE SECOND FLOOR AND ROOF FRAMING PLAN SHEET S201 Ar- r Cueorn HOOKS AT ARS FOOTING AND/OR CONCRETE WALL CORNER REINFORCEMENT DETAIL KiYP N.T.S. S300 10'-0" MINIMUM TYPICAL /Z1 /\l 1'-6" MIN. TYPICAL FOOTING �1 1� 2 2 TRENCHING FOR PIPE PARALLEL TO FOOTING MUST PASS OUTSIDE THESE LINES. PIPING 2 SHALL NOT BE INSTALLED BELOW FOOTINGS. 2 1J 1 PIPE PARALLEL TO FOOTING #5 HOOKS AT FOOTING STEP (NUMBER OF HOOKS TO MATCH FOOTING REINFORCEMENT) 2J-0"FOOTING TYPICAL F— REINFORCEMENT =6: 01N #3 CROSSBAR Nom: 2'-0" FOOTING STEPS SHALL BE LOCATED A FOOTING TYPICAL MINIMUM OF 4'-0" APART. REINFORCEMENT FOOTING STEP DETAIL KfyP N.T.S. S300 WALL FOOTING PIPE PARALLEL WITH FOOTING PIPE PENETRATING FOUNDATION WALL DETAIL TYP DETAIL TYP N.T.S. S300 N.T.S. 5300 NOTE: COORDINATE JOINT LOCATION WITH DOOR THRESHOLD. (SEE ARCHITECTURAL DRAWINGS.) 1/2" EXPANSION JOINT MATERIAL AND SEALANT----\ SLOPE_ 3/4" CHAMFER ® EXPOSED GUARDRAIL BY OTHERS. (COORDINATE CORNERS (TYP., U.N.O.) WITH ARCHITECT TO DETERMINE IF GUARDRAIL IS REQUIRED.) #5 HORIZONTALS ® 12" O.C. GRAVEL BACKFILL 1" DEEP FORMED "V—JOINT" TO WITHIN 12" ® 12 FT. O.C. FOR WALL 2" CLR.OF FINISH GRADE 1/2- CHAMFER ® EXPOSED CORNER CONTRACTION JOINT. (T VERT S #4 BAR EACH SIDE OF JOINT #5 VERTS ® 16" O.C. [TYPICAL VERTICAL 3"0 PVC PIPE SLEEVES ® REINFORCEMENT REQUIRED ON "HEEL" SIDE OF WALL. INSTALL ADDITIONAL LAYER 3/4" DIAMETER X 1'-6" LONG 4'-0" O.C. �' OF #5 BARS 0 16" O.C. EACH WAY ON cn "TOE" SIDE OF WALL WHEREVER TOP OF i SMOOTH DOWEL ® 18 O.C. w WALL IS ANCHORED TO FLOOR FRAMING. CENTERED ON JOINT. GREASE AND REFERENCE DETAIL 3/S401.)] WRAP FREE END OF DOWEL PRIOR J ( / )� r TO PLACING EXTERIOR SLAB._ cr 2" CLR. _ `Dco TO DOWELS #6 DOWELS ® 16" O.C. 8" CMU GROUTED SOLID r.C-4 J 23'-6" 1 FOOTING REINFORCEMENT `i' (3) #5 CONT. (TOP STEEL) (MATCH FOOTING BEYOND) WITH #4 x 5'-0" LONG _ to MITUIVU TURNDOWN SLAB @ DOORWAY DETAIL rT� N.T.S. S300 CROSSTIES ® 32" O.C. � I I� 2x4 FORMED KEYWAY U CONTINUOUS 18" WIDE x 18" DEEP KEY BELOW FOOTING (2)#5 CONT. (BOTTOM STEEL) (POUR MONOLITHICALLY WITH 10" TIED TO DOWELS FOOTING) 5'-6" RETAINING WALL (MAXIMUM HEIGHT = 9' DETAIL r2-N� 3/8" = 1'-0" S300 1/8- MIN. MIF WAl F RAR FORMED OR TOOL JOINT STOP REINFORCEMENT EACH 'c**, SIDE OF JOINT 3/4" DIAMETER X 1'-6" LONG SMOOTH DOWEL 0 12" O.C. GREASE AND WRAP FREE END OF DOWEL PRIOR TO PLACING SECOND SLAB. (CENTER IN FLOOR SLAB) FORMED CONSTRUCTION JOINT DETAIL TYP N.T.S. S300 COORDINATE TREADS WITH ARCHITECT 6- #3 EACH NOSE (TYP) °d ° PROVIDE 1 1/2" MIN. COVER a .. � v . � a W.W.F. A (TYP.) • ° a' a . ° 2#4 CONT. g" TYPICAL STAIR ON GRADE DETAIL TYP N.T.S. S300 ZE -11 c� z "Z c 3'-8" LONG HORIZ. ® 12" O.C. INSTALLED T AGAINST COLUMN (DO TACK WELD TO HSS COL.) N FACE OF STEEL UMN WITH OUTSIDE FACE CONCRETE WALL COLUMN (COAT WITH L TAR MASTIC PRIOR TO ;ING CONCRETE.) EMBEDDED COLUMN DETAIL r3-"� 3/4" = 1'-0" S300 SAWCUT WITHIN 24 HOURS AFTER CONCRETE PLACEMENT. FILL WITH JOINT SEALANT.(SAWCUT SLAB AS SOON AS SAWCUT CAN BE MADE WITHOUT DISLODGING AGGREGATE.) i� 0 _ BACKUP MATERIAL 1/8- MIN. 0 z STOP REINFORCEMENTrl g EACH SIDE OF JOINT N wo w m g N V) X X -X-X SAWCUT CONTRACTION JOINT DETAIL TYP N.T.S. S300 SLAB REINFORCEMENT AT FLOOR DRAIN DETAIL TYP N.T.S. S300 SND/OR Is. HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE FOUNDATION DETAILS BLOCKING NOT REQUIRED AT PLYWOOD PANEL EDGES BETWEEN ROOF RAFTERS EXCEPT AS NOTED ON ROOF FRAMING PLAN. IF REQUIRED, BLOCKING SHALL BE LOCATED BELOW PLYWOOD PANEL JOINTS. EDGES OF ADJACENT PLYWOOD PANELS SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING MEMBERS. PLYWOOD CLIPS ARE NOT REQUIRED IF BLOCKING IS INSTALLED; HOWEVER, PLYWOOD PANELS SHALL BE INSTALLED WITH 1/8" GAP BETWEEN ADJACENT PLYWOOD PANEL EDGES. 11 11 11 ROOF FRAMING SUPPORTING PLYWOOD PANELS (RAFTERS/TRUSSES) I'I I'I 31 I' I' 1•I 1•I 1.1 10d NAILS AT 6" O.C. AT EDGES OF PLYWOOD [TYPICAL AT ENDS OF PLYWOOD PANELS] POSSIBLE TO FIELD V TO ELIMINATE UPPER SHIMMING; IF SO, ELIMINATE UNDERSIDE HSS 11 II 11 STAGGER PLYWOOD JOINT LOCATIONS (PROVIDE 1/8" GAP BETWEEN ADJACENT PLYWOOD PANELS) ADJACENT PANEL • SHEATHING JOINTS SHALL OCCUR OVER AND BE NAILED TO COMMON FRAMING MEMBERS. II I• I•I • I•I PLYWOOD CLIPS AT FREE II EDGES OF PLYWOOD PANELS II •I II •1 1•1 1.1 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS PLYWOOD ROOF SHEATHING ATTACHMENT PATTERN DETAIL TYP N.T.S. S400 W_ q "RIGID" BEAM—TO—COLUMN CONNECTION Q END COLUMN DETAIL 1 N.T.S. S400 ALTERNATE LOCATION OF SPLICE IN PLATE AS AN ALTERNATIVE, CUT SILHOUETTE OF HSS OUT OF A SINGLE PLATE IP ANGLE CONNECTION NUMBER OF ROWS OF TS ARE 3/4"0 A325 :AL BOLTS. ANGLES WITH HORIZ. ITTED HOLES TO FIELD ADJUSTMENT. 4SHERS BETWEEN D NUTS/BOLT HEADS) 2x4 BLOCKING BETWEEN ROOT TYPICAL EVER) TRUSS SPACE PREFAB. W00[ TRUSS 0 2'— ►IAll rinnr nl Ir ATI n►In TRUSS BLOCKING AT EVERY OTHER TRUSS SPACE. SHAPE/RIP TOP OF BLOCKING TO SET FLUSH AGAINST BOTTOM OF ROOF SHEATHING. ANCHOR ROOF TRUSSES TO TRUSS BLOCKING WITH (2) 12G SCREWS, INSTALL 1 SCREW TOP AND BOTTOM CHORD SIMPSON HURRICANE TIE OR APPROVED EQUAL — TYPICAL ALL ROOF TRUSSES, U.N.O. WALL STUDS OR SUPPORT BEAM (SEE FRAMING PLANS) l wl PLATE OR SILL PLATE (SEE FRAMING PLANS) PREFABRICATED TRUSS BLOCKING DETAIL TYP N.T.S. S400 TRUSS BLOCKING BETWEEN ROOF SEE ARCH'L TRUSSES (SEE THIS SHEET) 12 10000 SEE F SEE i SIMPSON H1 CLIP ® EVERY TRUSS WOOD BLOCKING ANCHORED TO BEAM WITH 5/8" DIAMETER A307 BOLTS ® 2'-0" O.C. STEEL BEAM (SEE PLAN) (STAGGER BOLT LOCATIONS.) RECESS BOLT HEADS INTO TOP BLOCKING MEMBER TO AVOID CONFLICTS WITH ROOF TRUSSES. ROOF TRUSS BEARING ON STEEL BEAM DETAIL 2 3/4" = 1'-0" S400 2x4 BLOCKING FLAT) BETWEEN TRUSSES. TYPIC/ OTHER TRUSS SI PREFAB. WOOD ROOF TRUSS ® 2'-0" MAX. ►IAII r]f%^r- CLJr ATUlklfl SOLID 2X TRUSS BLOCKING DETAIL rw_'P N.T.S. S400 1011) SOLID BLOCKING AT EVERY OTHER TRUSS SPACE. SHAPE/RIP TOP OF BLOCKING TO SET FLUSH AGAINST BOTTOM OF ROOF SHEATHING. ANCHOR ROOF TRUSSES TO SOLID BLOCKING WITH ;2) 12G SCREWS — NSTALL 1 SCREW ® TOP AND BOTTOM CHORD. SIMPSON HURRICANE TIE OR APPROVED EQUAL — TYPICAL ALL ROOF TRUSSES, U.N.O. WALL STUDS OR SUPPORT BEAM (SEE FRAMING PLANS) TOP PLATE (SEE FRAMING PLANS) E C: HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: mail@pecstructuraLcom WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE- S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com 6111 o EI DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE FRAMING DETAILS SHEET 5400 STRUCTURAL CONCRETE SLAB 3/4" DIAM. x 3" LONG HEADED STUDS (2 STUDS PER FLUTE MAXIMUM.) COMPOSITE CONSTRUCTION DETAIL TYP N.T.S S401 COL 6 1/2" EDGE OF SLAB 3/4" CHAMFER EXPOSED TOP EDGE CONTINUOUS 1/2" x l/2" FORMED DRIP EDGE ® BOTTOM OF SLAB. (COORD. LOCATION WITH ARCHITECT AND WALL FINISHES.) x— EXPOSED CONCRETE SLAB EDGE. 3/4- 1/2- EDGE /4"1/2" EDGE OF FLOOR COMPOSITE METAL DECK (SEE FRAMING PLAN) STEEL BEAM (SEE FRAMING PLAN) W CLOSURE STRIP w U) S WWM V)— 14 STEEL BEAM DETAIL 2 1" = 1$-0" 5401 CENTERLINE TO CENTERLINE OF SUPPORTS 6" 7 SHEAR CONNECTORS 2 SHEAR CONNECTORS 5 SHEAR CONNECTORS 6" EQUALLY SPACED EQUALLY SPACED EQUALLY SPACED SUPPORTED SUPPORTED BEAM I BEAM NUMBER OF SHEAR STUDS EQUALLY SPACED BETWEEN END OF BEAM AND CENTERLINE OF SUPPORTED BEAM (SC = 14) OR (SC = 7 , 2 , 5) NUMBER OF SHEAR CONNECTORS BETWEEN SUPPORTED BEAMS TOTAL NUMBER OF SHEAR CONNECTORS EQUALLY SPACED FROM CENTERLINE SUPPORT TO CENTERLINE SUPPORT OF STEEL BEAM. (START SPACING 6" FROM CENTERLINE OF SUPPORT) SHEAR STUD SPACING © COMPOSITE BEAM AND/OR GIRDER DETAIL TYP N.T.S S401 3/4" CHAMFERLai EXPOSED TOP EDGE CLOSURE STRIP w In m CONTINUOUS 1/2" x 1 /2" N N FORMED DRIP EDGE ® BOTTOM WWM OF SLAB. (COORD. LOCATION _ WITH ARCHITECT AND WALL v FINISHES.) x x x4�4 EXPOSED CONCRETE SLAB EDGE. i BEARING R 3/8" x 4 x CONT. WITH 1/2"0 x 6" LONG HEADED STUDS ® 12" O.C. [CENTERED IN WALL] CONCRETE FOUNDATION WALL EDGE OF FLOOR SLAB DETAIL rT� 1" = 1'-0" 5401 DIMENSIONS SHOWN ARE MINIMUM CENTER -TO -CENTER SPACING REQUIREMENTS FOR 3/4" DIAMETER SHEAR CONNECTORS. IF STUDS ARE INSTALLED IN A SINGLE ROW, THEN STUDS SHALL BE ALIGNED WITH WEB OF BEAM. (STUDS SHALL BE INSTALLED IN SINGLE ROW WHENEVER POSSIBLE) --- 4 1/2" MIN. L8 x 4 x 1/2 x CONT. GALV. BOLTED TO WALL WITH 3/4"0 HILTI HAS -E RODS (6-5/8" EMBED.) ® 8" O.C. EPDXY INTO GROUT FILLED CMU USING HILTI HIT HY-20 ADHESIVE. FABRICATE ANGLE WITH VERTICAL LONG SLOTTED HOLES TO ACCOMMODATE BEAM DEFLECTION. WRAP VERTICAL LEG OF ANGLE WITH 30# FELT TO KEEP VERTICAL SLOTTED HOLE FREE OF CONCRETE. STEEL BEAM (SEE FRAMING PLAN) 3/4" DIAMETER SHEAR STUD PLAN VIEW OF COMPOSITE BEAM DETAIL TYP N.T.S S401 FACE OF EXISTING WALL WELD ANGLE 1/4 3-12 TO STEEL BEAM DOUBLE CLIP ANGLE CONNECTION 8" EDGE OF SLAB DETAIL 1 1" = 1'-O" 5401 E C: HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256( 533-3042 FAX (256( 533-3043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE FRAMING DETAILS SHEET S401 GENERAL NOTES: GN -1 GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. GN -2 GENERAL CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS AND GRADE CONDITIONS (NEW AND EXISTING). GENERAL CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO STARTING WORK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS. GN -3 THE STRUCTURE SHOWN HEREIN HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. APPLICATION OF CONSTRUCTION LOADS TO THE PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMWORK, AND OTHER SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURE. GN -4 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GN -5 THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF PREPARATION OF SHOP ERECTION DRAWINGS IS NOT ACCEPTABLE. SHOP DRAWINGS SHALL BE THOROUGHLY DETAILED AND CLEAR FOR ALL DIFFERENT CONDITIONS. GN -6 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS/OPENINGS IN ROOF DECK AND FLOOR SLABS. GN -7 REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISHES AND DIMENSIONS NOT SHOWN HEREIN. GN -8 PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY THE ENGINEER FOR ALL REQUIRED MECHANICAL OPENINGS THROUGH SLABS, WALLS, FLOOR DECK, ETC. SUPPORT ALL MECHANICAL EQUIPMENT. OPENINGS SHALL NOT BE PERMITTED THROUGH BEAMS UNLESS SPECIFICALLY DETAILED BY THE ENGINEER. STRUCTURAL DESIGN CRITERIA: SDC -1 APPLICABLE CODES INTERNATIONAL BUILDING CODE (IBC) - 2006 EDITION WITH INDIANA AMEND. A.I.S.C. NINTH EDITION 1989 A.W.S. D1.1 A.C.I. 318 SDC -2 DESIGN LOADS A. FLOOR LIVE LOADS: BALCONY 100 PSF B. ROOF LIVE LOADS: ROOF LIVE LOADS (SLOPED ROOF) 20 PSF (TRIB. AREA <= 400 SQ. FT.) 16 PSF (400 SQ. FT. < TRIB. AREA < 600 SQ. FT.) 12 PSF (TRIB. AREA > 600 SQ. FT.) C. SNOW LOAD: PG (GROUND SNOW) 20 PSF CE (SNOW EXPOSURE FACTOR) 1.0 CT (THERMAL FACTOR) 1.0 IS (IMPORTANCE FACTOR) 1.0 D. WIND LOAD: (ASCE 7-02) BASIC WIND SPEED (MPH) 90 IW (IMPORTANCE FACTOR) 1.00 WIND EXPOSURE CLASSIFICATION C INTERNAL PRESSURE COEFFICIENTS +/- 0.0 COMPONENTS AND CLADDING: + 15 PSF / - 16 PSF IN FIELD OF ROOF + 15 PSF / - 19 PSF ® ROOF EDGE STRIPS + 17 PSF / - 19 PSF 0 TYPICAL EXTERIOR WALLS + 17 PSF / - 23 PSF ® WALL CORNERS A. SEISMIC LOAD: (ASCE 7-05) SEISMIC IMPORTANCE FACTOR (IE) 1.00 SS/S1 0.18/0.08 SITE CLASS D SDS /SD1 0.19/0.13 BUILDING CATEGORY 2 SEISMIC DESIGN CATEGORY B BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINATRY STEEL MOMENT FRAMES R/Cd = 3.5/3.0 (DESIGN FRAMING FOR R = 3.0) OVERSTRENGTH FACTOR = 3.0 V = 0.07 * WEIGHT ANALYSIS PROCEDURE: ELFP SDC -3 FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOORS, ROOFS, OR OTHER LOADS. FOUNDATIONS/EARTHWORK: F-1 FILL MATERIALS SHALL BE FREE OF ORGANIC OR OTHER DELETIOUS MATERIALS WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES. FILL MATERIALS SHALL HAVE A PLASTICITY INDEX OF 20 OR LESS. FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS. SOILS SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY (ASTM D698) OR EQUIVALENT. F-2 EARTHWORK SHALL BE PERFORMED UNDER THE OBSERVATION OF A LICENSED GEOTECHNICAL ENGINEER OR REPRESENTATIVE THEREFROM. ENGINEERING FILL SHALL BE PLACED AND COMPACTED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. F-3 FOUNDATION DESIGN CRITERIA: ALL SPREAD AND STRIP FOOTINGS SHALL BE SUPPORTED ON SOIL WITH AN ALLOWABLE FOOTING DESIGN PRESSURE OF 2000 PSF. GEOTECHNICAL ENGINEER SHALL VERIFY CAPACITY BEFORE FOUNDATIONS ARE POURED. F-4 ALL FOOTING BOTTOMS SHALL EXTEND A MINIMUM OF 2'-6" BELOW FINAL GRADE. F-5 SPREAD FOOTINGS SHALL BE PLACED ON NEAT, CLEAN, DRY, AND UNFROZEN EXCAVATIONS. EXCAVATION SHALL BE DONE USING A SMOOTH -MOUNTED BUCKET. EXTREME CARE SHALL BE TAKEN WHEN EXCAVATING NEAR THE BEARING SURFACE. FOOT TRAFFIC SHALL BE KEPT TO A MINIMUM NECESSARY TO PLACE THE FOOTING REINFORCEMENT AND CONCRETE. F-6 GRAVEL BACKFILL (BEHIND RETAINING ALL) SHALL BE WELL -GRADED, CLEAN GRAVELS; GRAVEL -SAND MIX (UNIFIED SOIL CLASSIFICATION TYPE GW, GP, OR GM.) CONCRETE/REINFORCING: CR -1 USE OF DIFFERENT CLASSES OF CONCRETE SHALL BE AS SHOWN BELOW. CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN ACCORDANCE WITH A.C.I. 318 AND A.C.I. 301. SEE CONCRETE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, MATERIAL PROPERTIES, AND NECESSARY INSPECTIONS/TESTING. F'C = 3000 PSI MINIMUM (NORMAL WEIGHT) - FOOTINGS, FOUNDATION WALLS, TYPICAL SLABS -ON -GRADE (4" THICK), AND ALL CONCRETE NOT SPECIFICALLY COVERED. F'C = 4000 PSI MINIMUM (NORMAL WEIGHT) - ELEVATED CONCRETE SLAB (SLAB ABOVE STEEL FRAMING) CONCRETE SHALL BE READY MIXED CONFORMING TO ASTM C94. CR -2 CONCRETE PRODUCTS SHALL CONSIST OF THE FOLLOWING: PORTLAND CEMENT COMPLYING WITH ASTM C150 AGGREGATES COMPLYING WITH ASTM C33 (NORMAL WEIGHT CONCRETE) AGGREGATES COMPLYING WITH ASTM C330 (LIGHT WEIGHT CONCRETE) POTABLE WATER WATER REDUCING ADMIX. COMPLYING WITH ASTM C494, TYPE A AIR ENTRAINING ADMIX. COMPLYING WITH ASTM C260 ACCELERATOR ADMIX. COMPLYING WITH ASTM C494, TYPE C OR E FLYASH LIMITED TO 100 LBS. MAX PER CUBIC YARD CONCRETE CALCIUM CHLORIDE NOT ALLOWED. CR -3 CONCRETE SLUMP SHALL BE BETWEEN 3" AND 5" MEASURED AT THE POINT OF DISCHARGE. CONCRETE SLUMP SHALL NOT EXCEED 5" WITHOUT THE ADDITION OF A SUPER -PLASTICIZER. CONCRETE SLUMP SHALL NOT EXCEED 5" PRIOR TO THE INSTALLATION OF A SUPER -PLASTICIZER. CR -4 REINFORCING BARS SHALL CONFORM TO THE FOLLOWING A.S.T.M. SPECIFICATIONS. A-615, GRADE 60:ALL OTHER REINFORCING. A-185: WELDED WIRE FABRIC. CR -5 ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED. CR -6 ALL REINFORCING IS SPECIFIED IN INCHES AND "ON CENTER" (OC) UNLESS NOTED OTHERWISE. CR -7 MINIMUM CONCRETE CLEAR COVER SHALL BE AS FOLLOWS: SLABS ON GRADE - TOPS 1-1/2" SLABS ON GRADE - BOTTOM 2" FOOTINGS - TOPS 2" FOOTINGS - BOTTOM 3" FOOTINGS - SIDES 3" OTHER COVER REQUIREMENTS SHALL BE AS NOTED IN APPLICABLE DETAILS OR AS SPECIFIED IN A.C.I. 318. CR -8 LIQUID MEMBRANE CURING COMPOUND IN COMPLIANCE WITH ASTM SPEC C309. (COORDINATE CURING COMPOUND WITH FLOOR FINISHES - TILES, HARDENERS, COATINGS, ETC.) APPLY WITHIN 6 HOURS AFTER FINAL FINISHING. CR -9 BAR SUPPORT ACCESSORIES SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, EXCEPT THAT REINFORCING SHALL BE CHAIRED ON THE BOTTOM AND/OR THE SIDES ON BOLSTERS SPACED NOT MORE THAN 4 FEET ON CENTER. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE PLASTIC COATED LEGS. BAR SUPPORTS SHALL BE LOCATED AGAINST THE OUTERMOST BAR. CR -10 ALL ITEMS EMBEDDED IN CONCRETE MUST BE TIED AND SECURED PRIOR TO PLACEMENT OF CONCRETE. NO "WET STICKING" IS ALLOWED. CR -11 WHERE NON-METALLIC, SHRINKAGE -RESISTANT GROUT IS SHOWN ON THE PLANS OR DETAILS. IT SHALL BE A PRE -MIXED, NONMETALLIC NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SILICA SANDS, PORTLAND CEMENT, SHRINKAGE -COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS COMPLYING WITH CRD -C621. CR -12 REINFORCING SUPPLIER SHALL PROVIDE COMPLETE PLACEMENT AND FABRICATING DRAWINGS FOR ALL REINFORCING INCLUDING THE LOCATION AND SIZE OF ALL ACCESSORIES AND SUPPORTS. SECTIONS MUST BE SHOWN FOR ALL DIFFERENT CONDITIONS. CR -13 IN HOT WEATHER, COMPLY WITH ACI 305. CR -14 IN COLD WEATHER, COMPLY WITH ACI 306. CR -15 FORMWORK SHALL COMPLY WITH ACI 347. CR -16 ALL CONCRETE WORK SHALL CONFORM WITH THE FOLLOWING: ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" CRSI "MANUAL OF STANDARD PRACTICE" CR -17 MINIMUM BAR LAP SPLICE SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. CR -18 EXTERIOR, EXPOSED CONCRETE SHALL HAVE AIR ENTRAINMENT BETWEEN 4 AND 7 PERCENT. SLABS WITH TROWEL FINISH SHALL NOT BE AIR ENTRAINED. CR -19 WHERE WATERSTOP IS SHOWN, IT SHALL BE AMERICAN COLLOID'S. RX BENTONITE WATERSTOP, 3/4" X 3/4". WATERSTOP SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND ON A SMOOTH TROWELED SURFACE. CR -20 FOR GRADE SUPPORTED SLABS, SLAB REINFORCING SHALL BE HELD IN PLACE BY BAR SUPPORTS AND ACCESSORIES AS DESCRIBED IN CHAPTER 3 OF THE CRSI MANUAL OF STANDARD PRACTICE. BAR SUPPORTS SHALL BE SPACED A MAXIMUM OF 4'-0" O.C. BOTH WAYS IN STRAIGHT LINES ON THE MESH GRID. NO ROCKS, CMU, CLAY TILE, OR BRICK SHALL BE USED TO SUPPORT REINFORCING. CR -21 UNLESS NOTED OTHERWISE, GRADE SUPPORTED SLABS SHALL BE A MINIMUM OF 4" THICK REINFORCED WITH W.W.F. 6 X 6 / W1.4 X W1.4 IN CENTER OF SLAB. CR -22 A 10 MIL MINIMUM POLYETHYLENE VAPOR BARRIER SHALL BE PLACED DIRECTLY BELOW GRADE SUPPORTED SLABS. LAP 12" AND TAPE ALL JOINTS AND HOLES. CR -23 4" MINIMUM OF DRAIN GRAVEL SHALL BE PLACED UNDER ALL GRADE SUPPORTED SLABS. DRAIN GRAVEL SHALL BE COMPACTED DENSE GRADED CRUSHED STONE. DRAIN GRAVEL SHALL BE PLACED ON SUBGRADE THAT HAS BEEN COMPACTED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. CR -24 PROVIDE TROWEL FINISH FOR INTERIOR SLABS AND BROOM FINISH FOR EXTERIOR SLABS, UNLESS NOTED OTHERWISE. CR -25 INSTALL CORNER BARS AT JUNCTION OF ALL FOUNDATION WALLS, GRADE BEAMS, AND FOOTINGS. MASONRYIGROUT: MG -1 THE CONSTRUCTION OF MASONRY ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN ACI 530 AND ACI 530.1. MG -2 CONCRETE MASONRY UNITS (CMU), SHALL BE LIGHT WEIGHT CONFORMING TO THE LATEST EDITION OF A.S.T.M. C90. BLOCK MASONRY SHALL HAVE A MINIMUM PRISM STRENGTH (F'M) OF 1500 PSI. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR UNIT SIZE, FACE, COLOR, JOINTING, ETC. MG -3 UNLESS NOTED OTHERWISE ON THE STRUCTURAL (FRAMING) DRAWINGS, MORTAR SHALL BE TYPE "S", WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2100 PSI. MORTAR SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C270. MG -4 GROUT FOR MASONRY SHALL CONFORM TO ASTM C476. AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C404. (GROUT MIX SHALL BE 1 PART PORTLAND CEMENT TO 2.5 PARTS SAND WITH ENOUGH WATER TO PRODUCE SLUMP BETWEEN 6 AND 8 INCHES.) MG -5 UNLESS NOTED OTHERWISE, CONSTRUCT MASONRY WALLS WITH 9 GAGE, TRUSS TYPE, GALVANIZED WIRE JOINT REINFORCEMENT AT EVERY OTHER COURSE. MG -6 REINFORCING BARS SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615 (GRADE 60). MG -7 REINFORCEMENT EMBEDDED IN GROUT SHALL HAVE A THICKNESS OF GROUT BETWEEN THE REINFORCEMENT AND THE MASONRY UNITS NOT LESS THAN 1/4 INCH FOR FINE GROUT AND 1/2" FOR COURSE GROUT. MG -8 REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN THE FOLLOWING: MASONRY FACE EXPOSED TO EARTH OR WEATHER: 2" FOR BARS LARGER THAN #5 1-1/2" FOR #5 BARS AND SMALLER MASONRY NOT EXPOSED TO EARTH OR WEATHER: 1-1/2" FOR ALL BARS MG -9 GROUT POURS IN EXCESS OF 12 INCHES IN HEIGHT SHALL BE CONSOLIDATED BY MEANS OF A MECHANICAL VIBRATOR. GROUT SHALL BE RECONSOLIDATED AFTER THE EXCESS WATER IS ABSORBED BY THE MASONRY UNITS (3 TO 5 MINUTES) TO CLOSE VOIDS CAUSED BY THE WATER LOST. MG -10 REINFORCE CMU WALLS AS SHOWN ON THE STRUCTURAL DRAWINGS. GROUT FILL ALL REINFORCED CELLS, REINFORCED CORES, AND CMU BELOW GRADE. DO NOT SUBSTITUTE MORTAR FOR GROUT. MG -11 COORDINATE CONTRACTION JOINT LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION OF MASONRY WALLS. UNLESS NOTED OTHERWISE, VERTICAL CONTRACTION JOINTS SHALL NOT BE SPACED MORE THAN 30 FEET ON CENTER. MG -12 INSTALL LINTELS ABOVE ALL MASONRY OPENINGS. SEE LINTEL SCHEDULE FOR TYPICAL OPENING LINTELS. STRUCTURAL STEEL: SS -1 FABRICATION AND ERECTION OF ALL STEEL SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS. SS -2 UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SHAPES SHALL BE A.S.T.M A992 (GRADE 50) OR A.S.T.M A572, GRADE 50. STEEL PLATES AND ANGLES SHALL BE A.S.T.M. A36. STRUCTURAL STEEL FOR ROUND PIPE MEMBERS SHALL BE A.S.T.M. A53, TYPE E, GRADE B, OR A.S.T.M. A501. STRUCTURAL STEEL FOR RECTANGULAR TUBE MEMBERS SHALL BE A.S.T.M. A500, GRADE B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. SS -3 ALL WELDS SHALL BE MADE USING E 70XX ELECTRODES CONFORMING TO THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE" D1.1-90 WITH LATEST REVISIONS. MINIMUM FILLET WELD SIZE IS 3/16" FOR STRUCTURAL STEEL BUT SHALL NOT BE LESS THAN TABLE J2.4 IN ASD 9TH EDITION. SS -4 STEEL DETAILER SHALL DESIGN CONNECTIONS FOR BEAM REACTIONS NOT LESS THAN ONE-HALF THE ALLOWABLE UNIFORM LOAD FOR LATERALLY SUPPORTED BEAMS AS SHOWN IN TABLES IN PART 2 OF THE AISC MANUAL. SS -5 BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS USING A.S.T.M. A325X BOLTS (U.N.O.) AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A.S.T.M. A325 OR A490 BOLTS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE CONNECTIONS FOR BEAMS SHALL BE DETAILED USING THE MAXIMUM NUMBER OF SINGLE ROW BOLTS OF STANDARD, SPACING PER AISC MANUAL OF STEEL CONSTRUCTION. DIRECT TENSION INDICATOR BOLTS SHALL BE PERMITTED. MINIMUM BOLT SIZE SHALL BE 3/4" DIAMETER UNLESS NOTED OTHERWISE. SS -6 UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SHALL BE CLEANED TO SSPC-SP2 AND SHOP PAINTED WITH ONE COAT OF SHOP PRIMER PAINT. DRY PAINT THICKNESS SHALL BE A MINIMUM OF 1.5 MILS THICK. SS -7 EXPOSED STEEL MEMBERS AND ACCESSORIES SHALL BE CLEANED TO SSPC-SP6 AND FABRICATED AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). AS MUCH OF THE ASSEMBLY AS POSSIBLE SHALL BE SHOP FABRICATED TAKING CARE TO MINIMIZE EXPOSED CONNECTIONS AND JOINTS. SHOP PAINT WITH ONE COAT OF SHOP PRIMER PAINT. DRY PAINT THICKNESS SHALL BE A MINIMUM OF 1.5 MILS THICK. SS -8 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL BE FABRICATED TO 1/2 THE ALLOWABLE NORMAL TOLERANCE AS SPECIFIED IN THE CODE OF STANDARD PRACTICE. GRIND ALL WELDS AND DEFECTS SMOOTH. TOP COAT SHALL BE FIELD APPLIED. SS -9 ANCHOR RODS SHALL CONFORM WITH ASTM 1554. UNLESS NOTED OTHERWISE, ANCHOR RODS SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 KSI. SS -10 STEEL FABRICATOR SHALL PROVIDE COMPLETE ERECTION AND FABRICATION DRAWINGS SHOWING ALL MEMBERS AND CONNECTIONS. ERECTION AND FABRICATION DRAWINGS SUBMITTAL SHALL INCLUDE FULL MOMENT BEAM -TO -COLUMN CONNECTIONS. CALCULATIONS SHALL BE STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. WOOD FRAMING MEMBERS: W-1 LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. W-2 END -JOINTED LUMBER MAY BE USED INTERCHANGEABLY WITH SOLID -SAWN MEMBERS OF THE SAME SPECIES AND GRADE. W-3 UNLESS NOTED OTHERWISE, WOOD FRAMING MEMBERS SHALL BE #2 SOUTHERN YELLOW PINE. (BEAMS, COLUMNS, RAFTERS, LINTELS, ETC.) WALL FRAMING SHALL BE CONSTRUCTED USING NO. 2 SPRUCE -PINE -FIR (SPF), UNLESS NOTED OTHERWISE. W-4 PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS FOR ITS TYPE IN DOC PS 1 OR PS 2. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. W-5 PARTICLEBOARD SHALL NOT BE SUBSTITUTED FOR PLYWOOD PANELS. W-6 LVL FRAMING MEMBERS SHALL BE TRUS JOIST OR APPROVED EQUAL. MEMBERS SHALL HAVE A MINIMUM BENDING STRENGTH Fb AS SPECIFIED BY TRUS JOIST AND A MINIMUM MODULUS OF ELASTICITY (E) AS SHOWN ON THE PLANS. UNLESS NOTED OTHERWISE, BEAMS CONSISTING OF MULTIPLE PLIES OF LVL MEMBERS SHALL BE NAILED TOGETHER WITH A MINIMUM OF 3 ROWS OF 16d NAILS AT 12" O.C. W-7 UNLESS SHOWN OTHERWISE ON THE STRUCTURAL (FRAMING) DRAWINGS, THE FRAMING OF WOOD JOIST FLOORS AND WOOD FRAMED ROOFS SHALL BE IN ACCORDANCE WITH THE PROVISIONS SPECIFIED IN SECTION 2308 OF THE INTERNATIONAL BUILDING CODE. THE CONNECTIONS FOR WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. W-8 WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. UNLESS NOTED OTHERWISE, ENDS OF WOOD MEMBERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS SHALL BE PROVIDED WITH A 1/2- AIR SPACE ON TOP, SIDES AND END. W-9 SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. W-10 ADHESIVE ATTACHMENT OF PLYWOOD PANELS IS NOT PERMITTED AS A SUBSTITUTE FOR MECHANICAL FASTENERS. W-11 STEEL ANCHOR BOLTS AT WOOD SILL PLATES SHALL INCLUDE STEEL PLATE WASHERS (2" SQUARE X 3/16" THICK) BETWEEN THE SILL PLATE AND NUTS. W-12 WOOD JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF THE JOISTS ARE NAILED TO A HEADER, BAND OR RIM BOARD. SOLID BLOCKING SHALL BE 2" (NOMINAL) IN THICKNESS AND FULL DEPTH OF THE JOIST. W-13 UNLESS SHOWN OTHERWISE ON THE STRUCTURAL (FRAMING) DRAWINGS, ENDS OF WOOD MEMBERS ABOVE A SUPPORT SHALL NOT BE NOTCHED. IN ADDITION, CONTINUOUS WOOD MEMBERS SHALL NOT BE NOTCHED ABOVE INTERIOR SUPPORTS. W-14 HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST. THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. BORED HOLES SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF THE JOIST SPAN. W-15 NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN. W-16 UNLESS NOTED OTHERWISE ON THE STRUCTURAL (FRAMING) DRAWINGS, JOISTS SHALL BE LATERALLY BRACED WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. BRIDGING LINES SHALL BE EQUALLY SPACED ALONG SPAN OF JOISTS. BRIDGING SHALL CONSIST OF 1X3 LUMBER (DOUBLE NAILED AT EACH END) OR EQUIVALENT METAL STRAP BRACING. W-17 WOOD JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF THE JOISTS ARE NAILED TO A HEADER, BAND OR RIM BOARD. SOLID BLOCKING SHALL BE 2" (NOMINAL) IN THICKNESS AND FULL DEPTH OF THE JOIST. W-18 WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: TOP CHORD DEAD LOAD = 10 PSF TOP CHORD LIVE LOAD = 20 PSF BOTTOM CHORD DEAD LOAD = 10 PSF BOTTOM CHORD LIVE LOAD = 10 PSF (ATTIC WITHOUT STORAGE) W-19 IN ADDITION TO THE DESIGN LOADS PREVIOUSLY SPECIFIED, WOOD ROOF TRUSSES SHALL BE DESIGNED FOR A NET WIND UPLIFT OF 15 PSF. W-20 WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM ALLOWABLE DEFLECTIONS: LIVE LOAD = SPAN/240 WIND LOAD = SPAN/240 TOTAL LOAD = SPAN/180 W-21 WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF INDIANA. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO PEC STRUCTURAL ENGINEERING FOR REVIEW AND APPROVAL. CALCULATIONS SHALL BE STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. DO NOT FABRICATE TRUSSES UNTIL SHOP DRAWINGS HAVE BEEN APPROVED IN WRITING BY PEC STRUCTURAL ENGINEERING. W-22 CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ADEQUATE BRACING TO ROOF TRUSSES DURING CONSTRUCTION. THE CONTRACTOR SHALL NOT ERECT MORE TRUSSES IN ONE DAY THAN CAN BE PROPERLY BRACED IN THAT SAME DAY. BRACING SHALL COMPLY WITH ALL RECOMMENDATIONS FROM THE TRUSS DESIGNER, TPI, AND WTCA. HUNTSVILLE, AL 3005 L&N DRIVE - SUITE N3 / HUNTSVILLE, AL 35801 PHONE (256) 533-3042 FAX (256) 533-3043 EMAIL: mail@pecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: SiOO.DWG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN JCB CHECKED JCP TITLE GENERAL NOTES SHEET 5500 FOOTING SCHEDULE FTG MARK FOOTING DIMENSIONS FOOTING REINFORCEMENT COMMENTS F3.6 3'-6" X 6'-0" X 1'-6" 5 #6 X 5'-6" LONG / LONG WAY g #4 X 3'-0" LONG /SHORT WAY REINFORCE TOP AND BOTTOM. F5.0 5'-0" X 5'-0" X 1'-6" 7 #4 X 4'-6" LONG E.W. REINFORCE TOP AND BOTTOM. 1 " 10" 14" 3" 5" 1 " 14" 4 BASE PLATE & ANCHOR BOLT SCHEDULE COLUMN BASE PLATE ANCHOR BOLTS A B C D E F G BOLTS HSS 6X6 ** 1 " 10" 14" 3" 5" 1 " 14" 4 HSS 8X8 1 1/2" 16" 16" 6" 6" 1 " 14" 4 1704.8 NO PIER FOUNDATIONS 1704.9 NO WALL PANELS AND VENEERS 1704.10 NO SPRAYED FIRE-RESISTANT MATERIALS 1704.11 NO EIFS 1704.12 NOTES: 1. USE ASTM A36 (GRADE 36) PLATES FOR COLUMN BASE PLATES. 2. THICKEN FOOTINGS AS REQUIRED TO PROVIDE 4" CONCRETE ALL AROUND ANCHOR RODS 3. PROVIDE FULL PENETRATION WELDS ALL AROUND HSS MEMBERS. 4. ** - ORIENT PLATE WITH LONG DIMENSION PARALLEL WITH EXISTING WALL "C" o "F" BOLT II w DIAMETER s m s STEEL W OR TUBE COLUMN 0 w CD HEADED ANCHOR BOLT OR HEAVY If HEX NUT WITH 1/4" THICK PLATE WASHER (TACK WELD NUT TO BOLT THREADS) BASE PLATE AND ANCHOR BOLT SCHEDULE DIAGRAM SCHEDULE OF REQUIRED SPECIAL INSPECTION SERVICES THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS AS DESCRIBED HEREIN. SPECIAL INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN SECTION 109 OF THE INTERNATIONAL BUILDING CODE (IBC). SEE APPLICABLE IBC SECTIONS FOR EXCEPTIONS. UNLESS OTHERWISE NOTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVE TO THE ENGINEER OF RECORD THAT "EXCEPTION" CRITERIA HAVE BEEN SATISFIED. IN NO CASE SHALL THE SPECIAL INSPECTIONS BE WAIVED WITHOUT WRITTEN APPROVAL BY THE ENGINEER OF RECORD. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL INSPECTION REQUIREMENTS. INSPECTION ITEMS (DIVISIONS) IBC SECTION REFERENCE ARE SPECIAL INSPECTIONS REQUIRED? REFERENCE IBC TABLE / ADDITIONAL COMMENTS FABRICATORS 1704.2 YES STEEL CONSTRUCTION 1704.3 YES TABLE 1704.3 CONCRETE CONSTRUCTION 1704.4 YES TABLE 1704.4 MASONRY CONSTRUCTION 1704.5 NO TABLE 1704.5.1 (LEVEL 1) WOOD CONSTRUCTION 1704.6 YES SEE NOTES BELOW SOILS 1704.7 YES PILE FOUNDATIONS 1704.8 NO PIER FOUNDATIONS 1704.9 NO WALL PANELS AND VENEERS 1704.10 NO SPRAYED FIRE-RESISTANT MATERIALS 1704.11 NO EIFS 1704.12 COORDINATE WITH ARCHITECT NOTES FOR SPECIAL INSPECTIONS OF WOOD FRAMING: 1. INSPECT SIZE AND SPACING OF MEMBERS. (PERIODIC INSPECTIONS) 2. INSPECT BEARING CONDITIONS OF FRAMING MEMBERS. (PERIODIC INSPECTIONS) 3. INSPECT HARDWARE USED IN MEMBER CONNECTIONS. (PERIODIC INSPECTIONS) 4. INSPECT ROOF DIAPHRAGMS FOR BLOCKING AND NAILING PATTERNS. (PERIODIC INSPECTIONS - CONTRACTOR SHALL NOT COVER ROOF SHEATHING UNTIL BLOCKING AND NAILING PATTERNS HAVE BEEN INSPECTED.) 5. INSPECT PLYWOOD AND/OR OSB WALL SHEATHING FOR BLOCKING AND NAILING ATTACHMENT PATTERNS. (PERIODIC INSPECTIONS - CONTRACTOR SHALL NOT COVER WALL SHEATHING UNTIL BLOCKING AND NAILING ATTACHMENT PATTERNS HAVE BEEN INSPECTED.) E C HUNTSVILLE, AL 3005 L&N DRIVE - SUITE M3 / HUNTSVILLE, AL 35801 PHONE (256( 533-3042 FAX (256( 533-3043 EMAIL: mailOpecstructural.com WEBSITE: www.pecstructural.com PEC PROJECT NO.: 12-370 CAD FILE: S100.0WG ENGINEER: JCP Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL `� 't C - ,18T�p' STATE OF XQ NAI.EN����� 'tl���n►►�' DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01,12 DRAWN JCB CHECKED JCP TITLE SCHEDULES SHEET S501 ABBREVIATIONS ABBREVIATIONS HVAC SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ACC AIR COOLED CONDENSER LD LINEAR SLOT SUPPLY AIR DIFFUSER ACCU AIR COOLED CONDENSING UNIT LF LINEAR FEET ACHP AIR COOLED HEAT PUMP LR LINEAR SLOT RETURN AIR DIFFUSER AFF ABOVE FINISHED FLOOR LVR LOUVER AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE APPROX APPROXIMATELY MAT MIXED AIR TEMPERATURE ARCH ARCHITECT MAU MAKEUP AIR UNIT AS AIR SEPARATOR MAX MAXIMUM ATM ATMOSPHERIC MBH 1000 BTU PER HOUR B BOILER MC MECHANICAL CONTRACTOR BCU BLOWER COIL UNIT MCA MINIMUM CIRCUIT AMPACITY BDD BACK DRAFT DAMPER MECH MECHANICAL BHP BRAKE HORSEPOWER MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BTU BRITISH THERMAL UNIT MT MOUNT BTUH BTU PER HOUR N/A NOT APPLICABLE BTM BOTTOM NC NOISE CRITERIA °C DEGREES CELSIUS NG NATURAL GAS CEIL CEILING NPSH NET POSITIVE SUCTION HEAD CFM CUBIC FEET PER MINUTE OA OUTDOOR AIR CH CHILLER OAT OUTDOOR AIR TEMPERATURE CO CLEAN OUT P PUMP COP COEFFICIENT OF PERFORMANCE PD PRESSURE DROP CRAC COMPUTER ROOM AIR CONDITIONER PH PHASE CT COOLING TOWER PSI POUNDS PER SQUARE INCH CUH CABINET UNIT HEATER PSIA POUNDS PER SQUARE INCH ABSOLUTE CW COLD WATER PSIG POUNDS PER SQUARE INCH GAGE DB DRY BULB PRES PRESSURE DIA OR 0 DIAMETER PTAC PACKAGED TERMINAL AIR CONDITIONER DWG DRAWING PTHP PACKAGED TERMINAL HEAT PUMP DX DIRECT EXPANSION PWR POWER EAT ENTERING AIR TEMPERATURE RA RETURN AIR EBB E-LECTRIC BASEBOARD RAT RETURN AIR TEMPERATURE EC 'ELECTRICAL CONTRACTOR RAC ROOM AIR CONDITIONER EDH . LECTRIC DUCT HEATER RCP RADIANT CEILING PANEL EER -NERGY EFFICIENCY RATION RD ROUND SUPPLY AIR DIFFUSER EF _XHAUST FAN RG RETURN AIR GRILLE EFF -FFICIENCY RH RELIEF HOOD EG KHAUST AIR GRILLE RHC REHEAT COIL EL _.EVATION RPM REVOLUTIONS PER MINUTE ELEC ECTRIC RTU ROOFTOP UNIT ENT ;TERING SA SUPPLY AIR EQUIP TU[PMENT SAN SANITARY ESP TERNAL STATIC PRESSURE SAT SUPPLY AIR TEMPERATURE ET 'ANSION TANK SD SQUARE SUPPLY AIR DIFFUSER EWH ,.TRIC WALL HEATER SENS SENSIBLE HEAT EWT E =RING WATER TEMPERATURE SF SUPPLY FAN EX E TING SG SUPPLY AIR GRILLE EXH E +UST SPEC SPECIFICATION F FL +ACE SQ FT SQUARE FEET °F DE -ES FAHRENHEIT STD STANDARD FCU FAIL _:OIL UNIT TCC TEMPERATURE CONTROL CONTRACTOR FD FIRE DAMPER/FLOOR DRAIN TEMP TEMPERATURE FOB FLAT ON BOTTOM TD TEMPERATURE DIFFERENCE FOT FLAT ON TOP TOD TOP OF DUCT FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE FPVAV FAN -POWERED VAV BOX TSTAT THERMOSTAT FTR FIN TUBE RADIATION TOT TOTAL HEAT GAL GALLONS TYP TYPICAL GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR UR URINAL GF] GROUND FAULT INTERRUPTER UV UNIT VENTILATOR GPH GALLONS PER HOUR V VOLT GPM GALLONS PER MINUTE VAV VARIABLE AIR VOLUME GSHP GROUND SOURCE HEAT PUMP VD VOLUME DAMPER HB HOSE BIB VEL VELOCITY HOA HAND -OFF -AUTOMATIC VERT VERTICAL HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HTG HEATING VOL VOLUME HVAC HEATING VENTILATING AND AIR CONDITIONING VPAC VERTICAL PACKAGED AIR CONDITIONER HVU HEATING AND VENTILATING UNIT VTR VENT THROUGH ROOF HW HOT WATER VVT VARIABLE VOLUME AND TEMPERATURE HX HEAT EXCHANGER W/ WITH HZ HERTZ WB WET BULB IH INTAKE HOOD WC WATER CLOSET IN INCH WG WATER GAUGE INCL INCLUDING WH WALL HYDRANT INSUL INSULATION WSHP WATER SOURCE HEAT PUMP KW KILOWATT WT WEIGHT KWH KILOWATT HOUR WTR WATER LAT LEAVING AIR TEMPERATURE WPD WATER PRESSURE DROP LAV LAVATORY XFMR TRANSFORMER LB POUND YCO YARD CLEAN OUT PIPING LEGEND Cws CHILLED WATER SUPPLY CWR CHILLED WATER RETURN CS CONDENSER WATER SUPPLY CR CONDENSER WATER RETURN HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN HCS HEATING/CHILLED WATER SUPPLY HCR HEATING/CHILLED WATER RETURN HPWS HEAT PUMP WATER SUPPLY HPWR HEAT PUMP WATER RETURN HPS HIGH PRESSURE STEAM MPS MEDIUM PRESSURE STEAM LPs LOW PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE RETURN MPC MEDIUM PRESSURE CONDENSATE RETURN LPC LOW PRESSURE CONDENSATE RETURN PC PUMPED CONDENSATE CD CONDENSATE DRAIN D DRAIN MU MAKEUP WATER ATV ATMOSPHERIC VENT FOD FUEL OIL DISCHARGE FOS FUEL OIL SUCTION FOR FUEL OIL RETURN FOV FUEL OIL VENT RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RD REFRIGERANT DISCHARGE HGB HOT GAS BYPASS CPR CHILLER PRESSURE RELIEF DISCHARGE G NATURAL GAS ERS ENERGY RECOVERY SUPPLY ERR ENERGY RECOVERY RETURN DIRECTION OF FLOW DIRECTION OF PITCH EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS CAP [ CLEAN OUT DROP REDUCER RISE TEE - BOTTOM CONNECTION TEE - SIDE CONNECTION --(9 TEE - TOP CONNECTION 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE AIR VENT - AUTOMATIC AIR VENT - MANUAL BALL VALVE BUTTERFLY VALVE CHECK VALVE FLOW CONTROL VALVE - AUTOMATIC FLOW CONTROL VALVE - MANUAL GATE VALVE P PRESSURE GAUGE PRESSURE REDUCING VALVE T P/T PLUG RELIEF VALVE Y STRAINER W/ BLOW DOWN VALVE THERMOMETER UNION DUCTWORK SYMBOLS O RTU-' THERMOSTAT/SENSOR WITH CONTROLLED DEVICE TAG 0 FCU-'. RELATIVE HUMIDITY SENSOR WITH CONTROLLED DEVICE TAG © AHU-1 CO2 SENSOR WITH SYSTEM DEVICE TAG S2-200 DIFFUSERIGRILLE TAG SHOWING DEVICE TYPE AND CFM JVD-► AIRFLOW DIRECTION MANUAL VOLUME DAMPER [^}-- MOTORIZED DAMPER FIRE DAMPER �» SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER ----1 ROUND FLEXIBLE DUCTWORK DUCT SIZE (36" ROUND SHOWN); 360 -� 36/206 DENOTES 36"x20" FLAT OVAL BOD -9'-10" BOTTOM OF DUCT ELEVATION ABOVE FINISHED FLOOR ELBOW WITH TURNING VANES AD ACCESS DOOR 0 N DUCT SIZE (36"x20" RECTANGULAR, FIRST DIMENSION LISTED IS DIMENSION SHOWN IN VIEW) i 36/20 LINED DUCT INTERNALLY LINED WITH INSULATION (DUCT I f DIMENSIONS SHOWN ARE OUTSIDE DIMENSIONS) SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN/EXHAUST DUCT UP RETURN/EXHAUST DUCT DOWN SIDE VIEW STANDARD INSTALLATION HEIGHT (ADA UNOBSTRUCTED FORWARD/SIDE REACH) J J ❑ O 48" AFF SIDE VIEW (ADA OBSTRUCTED HIGH SIDE REACH) J J 3 2 46" AFF 4" MAX 34" MAX TABLE, CABINET, ET DRAWING SYMBOLS 6l CONNECT TO EXISTING DRAWING REVISION NUMBER OPLAN NOTE NUMBER 2 SECTION NUMBER WITH SHEET REFERENCE H401 2 DETAIL NUMBER WITH SHEET REFERENCE H401 GENERAL HVAC NOTES 1. INSTALLATIONS SHALL CONFORM WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, CODES, AND GOVERNING JURISDICTIONS, ETC., 2. ANY CONFLICT OR DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL RESULT IN THE MOST STRINGENT APPLICATION AND SHOULD BE BID AS SUCH. CONTRACT DOCUMENTS CONSIST OF BOTH PROJECT MANUAL AND DRAWINGS AND BOTH ARE MEANT TO BE COMPLEMENTARY - ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH IN THE INTEREST OF PROVIDING A FULLY FUNCTIONING AND OPERABLE SYSTEM(S). 3. DRAWINGS ARE SCHEMATIC IN NATURE AND SHOW GENERAL AREAS FOR PIPING AND DUCTWORK ROUTING. COORDINATE PIPING AND DUCTWORK WITH ALL OTHER TRADES PRIOR TO FABRICATION. DUCTWORK ELEVATIONS SHALL BE INDICATED ON SHEET METAL SHOP DRAWINGS AFTER COORDINATION BETWEEN TRADES AND PRIOR TO FABRICATION. 4. CONTRACTOR SHALL THOROUGHLY EXAMINE THE WORK OF OTHER CONTRACTORS PRIOR TO SUBMITTING A BID PROPOSAL AND SHOP DRAWINGS. 5. COORDINATE ALL OPENINGS IN ROOF, FLOORS, OR WALLS WITH GENERAL CONTRACTOR AND STRUCTURAL CONTRACTOR PRIOR TO ANY WORK. 6. CLEARANCES INDICATED ARE BASED UPON BEST AVAILABLE ARCHITECTURAUSTRUCTURAL INFORMATION. CONTRACTOR SHALL VERIFY PIPING, DUCTWORK, ETC., ROUTING PRIOR TO SUBMITTING A BID PROPOSAL AND INCLUDE ANY SUCH COSTS AS REQUIRED TO INSTALL WORK AS SHOWN AND INTENDED TO PROVIDE A COMPLETE AND WORKING SYSTEM. 7. CONTRACTOR SHALL INCLUDE IN BID PROPOSAL ALL COSTS REQUIRED TO COMPLETELY AND PROPERLY INSTALL ALL WORK REQUIRED FOR THE PROJECT. REVIEW/COORDINATE THE DOCUMENTS OF OTHER TRADES THAT REQUIRE WORK DONE BY THIS DIVISION. 8. COORDINATE THE INSTALLATION OF ALL PIPING, DUCT AND ASSOCIATED ITEMS WITH ITEMS REQUIRING STRUCTURAL SUPPORT ABOVE THE CEILING (I.E. PROJECTORS, LAB EQUIPMENT, MOVEABLE PARTITIONS ETC.) 9. COORDINATE ALL EQUIPMENT, DUCTWORK, AND/OR P[PING LAYOUTS WITH ALL OTHER TRADES PRIOR TO ANY WORK OR FABRICATION OF MATERIALS. 10. PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL EQUIPMENT (CHILLERS, PUMPS, TANKS, FCU'S, ETC.) USE 2X4 FORMS FOR HEIGHT OF CURBS. REFER TO MECHANICAL VIBRATION SPECIFICATIONS FOR OTHER REQUIREMENTS. INSTALL HVAC UNITS LEVEL. 11. NOT ALL VALVES AND ACCESSORIES ARE SHOWN ON PLANS FOR CLARITY. REFER TO DETAILS AND SCHEMATICS AND AS REQUIRED BY BALANCING AND SEQUENCE OF OPERATIONS. 12. OUTSIDE AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10'-O" AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENTS, ETC. 13. PROVIDE FIRE DAMPERS WITH ACCESS PANELS PER LOCAL CODE AND AS NOTED. DAMPERS IN MEDIUM PRESSURE DUCTS TO HAVE FIRE DAMPER BLADES OUTSIDE AIRSTREAM. 14. FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5'-0" (UNO), AND BE USED ONLY ON FINAL SUPPLY AIR DIFFUSER. PROPER SUPPORT SHALL BE CONSIDERED TO AVOID PINCHING OF THE FLEXIBLE DUCT. 15. PAINT THE INTERIOR SURFACE OF DUCTS (WHERE VISIBLE) THROUGH GRILLES, DIFFUSERS ETC. USE FLAT 'DTM' (DIRECT TO METAL), NON -SPECULAR BLACK PAINT. 16. DUCT BRANCH TO DIFFUSER/GRILLE TO BE EQUAL TO NECK SIZE OF DIFFUSERIGRILLE UNO. 17. EQUIPMENT AND MANUFACTURERS SCHEDULED ARE INTENDED TO SHOW A MINIMUM STANDARD OF QUALITY, AND ARE NOT INTENDED TO LIMIT COMPETITION. REFERENCE THE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. IF THE CONTRACTOR PROVIDES EQUIPMENT OTHER THAN BY THE MANUFACTURER SHOWN ON THE DRAWINGS, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE EQUIPMENT FITS IN THE DELEGATED SPACE (INCLUDING ANY REQUIRED CLEARANCES) AND TO PROVIDE ANY ADDITIONAL WORK OR ACCESSORIES RESULTING FROM THE SUBSTITUTED EQUIPMENT. NOTE: OIF SEPARATE SENSOR IS SHOWN (NO USER INTERFACE/ADJUSTMENT) MOUNT 3" DIRECTLY ABOVE THERMOSTAT. O IF SEPARATE SENSOR IS SHOWN (WITH USER INTERFACE/ADJUSTMENT) MOUNT 3" DIRECTLY ADJACENT TO THERMOSTAT WITH THE SAME CENTERLINE ELEVATION. THERMOSTAT/ WALL SENSOR MOUNTING SCALE: NONE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL ..��111t11111ln, No. 10200105 'arm DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 1202 START 11.01.12 DRAWN EKE CHECKED' 1 R TITLE HVAC SYMBOLS AND ABBREVIATIONS SHEET H001 ISSUED FOR CNNSTRIJCTIIN 22!12 rfli EXCI RTJ N, IIX -- — — — { 7 �amee `RTU -L4 �J RTU L is n3 `v -TLQL --� 1 I j i`�`°-moi, ~\��,(� •'`�♦ 1 12/10 12/12 � ____ __� II �=!7L—= =i� �� 10!10 10/10 \ 1 'II�/ II� II i I 04 ; <r .I I Ir��i n 0--14F113 131 i GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOTES. PLAN NOTES: OREMOVE DUCTWORK TO POINT INDICATED. REMOVE GRILLE/ DIFFUSER, ETC., COMPLETE. ORELOCATE THERMOSTAT AS SHOWN ON H210. OCAP DUCT AIR TIGHT. LOWER LEVEL HVAC DEMOLITION PLAN SCALE: 1/8" = V-0" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoD1edr1ch.com SEAL G15T fRE,O CF 10200105 :. STATE OF X DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN EKE CHECKED WRS TITLE LOWER LEVEL HVAC DEMOLITION PLAN SHEET ISSUED FOR CENSTRUCTION L'' - D2 -200 R2 D2-200 L'' - D2 -200 R2 F - D1-100 ILL D2-200 GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOETS. COORDINATE DUCTWORK ROUTING WITH ALL OTHER TRADES AND EXISTING CONDITIONS PRIOR 2. TO RELEASING ANY MATERIAL FOR FABRICATION. 3. REBALANCE EXHAUST FAN TO 1125 CFM. 4. MECHANICAL CONTRACTOR TO USE A THIRD PARTY, CERTIFIED BALANCE CONTRACTOR TO BALANCE SYSTEMS. PLAN NOTES: 1O REBALANCE EXISTING GRILLEDIFFUSER TO CFM SHOWN. O2 REBALANCE O.A. ON RTU -L2 TO 930 CFM. O REBALANCE O.A. ON RTU -1-4 TO 170 CFM. 4U INSULATE ALL SUPPLY DUCTWORK (EXISTING AND NEW) ASSOCIATED WITH THIS ROOF TOP UNIT. SEE SHEET H601 FOR APPROVED MATERIALS. - LOWER LEVEL HVAC PLAN SCALE: 118" = 1'-0" tj Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www: K. a oD i ed rich . com SEAL 111\1111111111111 R. N0. " 10200105 "vrr nr DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN EKE CHECKED WRS TITLE LOWER LEVEL HVAC PLAN ISSUED FOR CNNSTRUCTIN ` D2-200 \ R2 00 D -370 LL f' cl III I 1� CN .-F - X100 1�1 - � I -mb0 Iq _ I is �r EL �3-30 o N L F - D1-100 ILL D2-200 GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOETS. COORDINATE DUCTWORK ROUTING WITH ALL OTHER TRADES AND EXISTING CONDITIONS PRIOR 2. TO RELEASING ANY MATERIAL FOR FABRICATION. 3. REBALANCE EXHAUST FAN TO 1125 CFM. 4. MECHANICAL CONTRACTOR TO USE A THIRD PARTY, CERTIFIED BALANCE CONTRACTOR TO BALANCE SYSTEMS. PLAN NOTES: 1O REBALANCE EXISTING GRILLEDIFFUSER TO CFM SHOWN. O2 REBALANCE O.A. ON RTU -L2 TO 930 CFM. O REBALANCE O.A. ON RTU -1-4 TO 170 CFM. 4U INSULATE ALL SUPPLY DUCTWORK (EXISTING AND NEW) ASSOCIATED WITH THIS ROOF TOP UNIT. SEE SHEET H601 FOR APPROVED MATERIALS. - LOWER LEVEL HVAC PLAN SCALE: 118" = 1'-0" tj Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www: K. a oD i ed rich . com SEAL 111\1111111111111 R. N0. " 10200105 "vrr nr DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN EKE CHECKED WRS TITLE LOWER LEVEL HVAC PLAN ISSUED FOR CNNSTRUCTIN i A t �a D2-200 't 70 O.A D2-200 i Aj i 3 D2-200 �r Ll F�� ... DTI I_I S R2 _IC=L_' LC -2 m x D3-300 - --IEJ_C a D3-300 100 N 14/10 D3-300 R2 L Lts `\ - 4 61 3- 3-250, - - - = D2-155 D2-155 j 9 1 14/12 / I� v D3-300 77777777777 D2-200 U U D3-300 133-300 D1-iW8 i i ` �-�I D3-300 GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOETS. COORDINATE DUCTWORK ROUTING WITH ALL OTHER TRADES AND EXISTING CONDITIONS PRIOR 2. TO RELEASING ANY MATERIAL FOR FABRICATION. 3. REBALANCE EXHAUST FAN TO 1125 CFM. 4. MECHANICAL CONTRACTOR TO USE A THIRD PARTY, CERTIFIED BALANCE CONTRACTOR TO BALANCE SYSTEMS. PLAN NOTES: O1 REBALANCE EXISTING GRILLEDIFFUSER TO CFM SHOWN. O2 REBALANCE O.A. ON RTU -1-2 TO 930 CFM. OREBALANCE O.A. ON RTU -L4 TO 170 CFM. �4 INSULATE ALL SUPPLY DUCTWORK (EXISTING AND NEW) ASSOCIATED WITH THIS ROOF TOP UNIT. SEE SHEET H601 FOR APPROVED MATERIALS. LOWER LEVEL ALT. HVAC PLAN SCALE: 1/8" = l'-0" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www, K u oD i ed rich . corp - SEAL xx%%1 t u u 11// j/ No. ' 10200105 STATE OF DATE DESCRIP11ON PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 11a213 START 11.01.11 DRAWN EKE CHECKED WRS 11TLE LOWER LEVEL ALT, HVAC PLAN ISSUED FOR CNNSTRUCTINN 4f ;�; `fes•, -- - --- -- - L r z x E + T Rr u3 -� - __U / J) RTU -U4 + J I - - - II ---- ---- I `I RTU -U5 - -- - I i. -- A I f I ..`� II� GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOTES. PLAN NOTES: 0 REMOVE DUCTWORK TO POINT INDICATED. REMOVE GRILLE/ DIFFUSER, ETC., COMPLETE. 2O RELOCATE THERMOSTAT AS SHOWN ON H210. O3 CAP DUCT AIR TIGHT. T ;T3� RTU- 1 a --_--- �•-------^ 2i -'I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoD1edFIch.com SEAL NO. ` 10200105 STATE OF rr►nm DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CHECKED �H210 ISSUED FOR CONSTRUCTION r�. T ;T3� RTU- 1 a --_--- �•-------^ 2i -'I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoD1edFIch.com SEAL NO. ` 10200105 STATE OF rr►nm DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CHECKED �H210 ISSUED FOR CONSTRUCTION i i_ D2-200 C� R2 D2-200 D2-200 !Rl D2-150 D2-150 L 2 3 D2-150 4R2 D 200 ,< D2-200 a °,BEV''- F,_•_—, �;rp,, l 7N/ - GENERAL NOTES: 1. SEE SHEET H001 FOR GENERAL NOETS. COORDINATE DUCTWORK ROUTING WITH ALL OTHER TRADES AND EXISTING CONDITIONS PRIOR 2. TO RELEASING ANY MATERIAL FOR FABRICATION. 3. MECHANICAL CONTRACTOR TO USE A THIRD PARTY, CERTIFIED BALANCE CONTRACTOR TO BALANCE SYSTEMS. PLAN NOTES: O1 REBALANCE O.A. ON RTU -U1 TO 550 CFM. O2 REBALANCE O.A. ON RTU -U3 TO 310 CFM. (D INSULATE ALL SUPPLY DUCTWORK (EXISTING AND NEW) ASSOCIATED WITH THIS ROOF TOP UNIT. SEE SHEET H601 FOR APPROVED MATERIALS. O4 FLUE FROM GAS FIREPLACE. COORDINATE REQUIREMENTS WITH MANUFACTURER. F.'% T'' N11, R2 R2 D3-350 (TYP OF 16) ------------ RTU -U1 R2 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 10200105 — : eTATr nr DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 1.01.12 DRAWN XXX CHECKED XXX TITLE UPPER LEVEL HVAC PLAN H 2 11 ISSUED FOR CENSTRUCTIDJ ROUND UME DAMPER It III] . 411111L UME DAMPER FOIL TAPE FLEX CONNICAL SADDLE TAP TO STRUCTURE INSULATION TO RIGID RIGID DUCT CONNICAL TEE FITTING DUC CONNICAL TAPS ARE NOT ACCEPTABLE. REFER TO SMACNA STANDARDS FOR CONSTRUCTION FLEX DUCTOF TYPES SHOWN I I I I I I DRAW BAND OR ZIP TIE i I INSIDE FLEX TO RIGID � DUCT ' TO ROUND DUCT DETAILS DUCT � DRAW BAND OR ZIP TIE (:�)ROUND INSIDE FLEX TO RIGID SCALE: NONE 45' OR 90° RIGID ELBOW DUCT �\y> 1 y" SUPPORT STRAP 5'-0" O.C. APPLY MASTIC TO DIFFUSER FOIL TAPE FLEX 45" RECTANGULAR TO BELLMOUTH COLLAR, SCREW ELBOW TO INSULATION TO RIGID ROUND TRANSITION FITTING DIFFUSER "----- DUCT r � CEILING z ROUND z ROUND NOTE: a 1. RETURN/ EXHAUST GRILLE SIMILAR. it Lu (:�>Dul F FUSER CONNECTION DETAIL VOLUME DAMPER VOLUME DAMPER CALE: NONE SPIN IN FITTINGS AND DOVETAIL JOINTS ARE NOT ACCEPTABLE. REFER TO SMACNA STANDARDS FOR CONSTRUCTION OF TYPES SHOWN. r,,-�RECTAN G U LAR TO ROUND DUCT DETAILS 10"X 14" OPENING ON T-0" MINIMUM TOP OF DUCT (FOR R1) DECK 22" x 22" OPENING ON TOP OF DUCT (FOR R2) WALL TO 12"X12"(FOR R1) 24" WIDE X 12" HIGH (FOR R2) WHERE WALLS GO TO DECK, FILL OPENINGS WITH RETURN AIR BOOT MUST PASS THROUGH WALL BLANKET INSULATION RETURN GRILLE' – WALL E RETURN AIR BOOT DETAIL SCALE: NONE LINED DUCTWORK AND ELBOW. 1" FIBER -FREE DUCT LINER CEILING SCALE: NONE 450 ENTRY TAP E EXHAUSTIRETURN RECTANGULAR i VOLUME DAMPER STRAIGHT TAPS ARE NOT ACCEPTABLE. REFER TO SMACNA STANDARDS FOR CONSTRUCTION OF TYPES SHOWN. RECTANGULAR TO RECTANGULAR DUCT DETAILS SCALE: NONE GAS INFRARED HEATER SCHEDULE DIFFUSER AND GRILLE SCHEDULE PROVIDE FIRE STOPPING TAG NOM SIZE NECK MAX NC TYPE MFR MODEL FINISH NOTES J D1 24 x 24 6"0 30 SQUARE PLAQUE DIFFUSER BY E.C. PRICE SPD WHITE w CL D2 24 x 24 8110 30 SQUARE PLAQUE DIFFUSER 3. MAINTAIN CLEARANCES PER MANUFACTURER PRICE SPD WHITE U) D3 24 x 24 10,10 30 SQUARE PLAQUE DIFFUSER PRICE SPD WHITE X R1 24 x 12 - 30 EGGCRATE PRICE 80 WHITE w H R2 24 x 24 - 30 EGGCRATE PRICE 80 WHITE w E1 12 x 12 - 30 SINGLE DEFLECTION PRICE 635 WHITE 1. EQUAL BY METAL-AIRE, NAILOR, OR TITUS w O z GAS INFRARED HEATER SCHEDULE TAG IR -1 - 11 PROVIDE FIRE STOPPING MANUFACTURER SUNPAK TO FRAME MODEL S25 -NAT [GAS INPUT (MBH) 25 DOUBLE CATCH ACCESS VOLTS 24 U UJ POWER (VA) 20 w DISCONNECT BY E.C. NOTES 1,2,3 w 1. STAINLESS STEEL CASING Z 2. WALL MOUNTED SWITCH CONTROL (SEE ELEC DWGS) SLEEVE AS REQUIRED BY U.L. 3. MAINTAIN CLEARANCES PER MANUFACTURER MATERIAL NOTES: DUCT: GALVANIZED STEEL, 2" PRESSURE CLASS, SEAL CLASS C FOR SUPPLY/RETURN, SEAL CLASS B FOR EXHAUST. FLEX DUCT SHALL BE INSULATED -TYPE, MINIMUM R=3.5, MAXIMUM LENGTH TO DIFFUSER = 10 FEET. INSULATION: 1-1/2" 3/4 PCF FIBERGLASS WRAP WITH FSK JACKET (MINIMUM R=3.5 INSTALLED VALUE) FOR ALL NEW SUPPLY AIR DUCT AND EXISTING SUPPLY AIR DUCT AS NOTED ON DRAWINGS. CONTRACTOR TO NOTIFY ENGINEER OF ANY EXISTING SUPPLY AIR OR DUCT TO REMAIN NOT DESIGNATED ON THE PLANS THAT IS NOT INSULATED. —7— FIRE RATED FLOOR FASTEN FIRE DAMPER FRAME TO OR PARTITION SLEEVE AS REQUIRED BY U.L. LABEL DUCT CONNECTOR -FULL WIDTH OF WALL SLEEVE: MINIMUM 16— Of REQUIRED AT TOP ONLY GUAGE FOR DAMPERS NOT 'S' -SLIP TYPICAL CONNECTION EXCEEDING 36"W X 24"H TO DUCT AND SIZES4 GUAGE FOR LARGER I — I FIRE DAMPER INSTALLATION DETAIL CALE: NONE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL No. 10200105 DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN EKE CHECKED WRS TITLE HVAC SCHEDULES SHEET H601 ISSUED FOR CENSTRUCTIJN `160°F FUSIBLE LINK NOTE: PROVIDE FIRE STOPPING TOP BLADE RIVETED WHERE REQUIRED. TO FRAME NOTE: PROVIDE HINGED OR CONNECT DUCT TO DAMPER DOUBLE CATCH ACCESS COLLAR BOTH SIDES OF DOOR SIZED AND PARTITION AS REQUIRED BY LOCATED TO PERMIT U.L. LABEL REPLACEMENT OF FUSIBLE LINK AND LABELED "FIRE DAMPER ACCESS". ANGLES 1-1/2" X 1-1/2" X % 1/8" MINIMUM; FASTENED TO SLEEVE AS REQUIRED BY U.L. LABEL; ANGLES TO LAP MASONRY OPENING MINIMUM 1" FIRE DAMPER INSTALLATION DETAIL CALE: NONE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL No. 10200105 DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN EKE CHECKED WRS TITLE HVAC SCHEDULES SHEET H601 ISSUED FOR CENSTRUCTIJN ABBREVIATIONS A COMPRESSED AIR (100 PSIG) AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE APPROX APPROXIMATELY ARCH ARCHITECT BLDG BUILDING BP BOOSTER PUMP BTU BRITISH THERMAL UNIT BTUH BTU PER HOUR CO CLEAN OUT CP CIRCULATOR PUMP CW COLD WATER DIA OR 0 DIAMETER DWG DRAWING EC ELECTRICAL CONTRACTOR ECO EXTERIOR CLEANOUT ELEC ELECTRIC EQUIP EQUIPMENT ET EXPANSION TANK EX EXISTING °F DEGREES FAHRENHEIT FCO FLOOR CLEANOUT FD FLOOR DRAIN G NATURAL GAS GAL GALLONS GALV GALVANIZED GC GENERAL CONTRACTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GT GREASE TRAP GW GREASE WASTE HB HOSE BIB HP HORSEPOWER HVAC HEATING VENTILATING AND AIR CONDITIONING HW HOT WATER HX HEAT EXCHANGER HYD WALL HYDRANT HZ HERTZ IMB ICE MAKER BOX IN INCH KW KILOWATT KWH KILOWATT HOUR L LAVATORY LA LAB COMPRESS AIR (15 PSIG) LB POUND LF LINEAR FEET LP LIQUIFIED PETROLEUM GAS DRAWING SYMBOLS SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES ABBREVIATIONS MAX MAXIMUM MBH 1000 BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE N NITROGEN NO NITROUS OXIDE O OXYGEN OS OIL SEPARATOR PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAGE PW PURE WATER (CAP 2) PWR PURE WATER RETURN (CAP 2) RPZ REDUCED PRESSURE BACKFLOW PREVENTER RD ROOF DRAIN SAN SANITARY SH SHOWER SK SINK SPEC SPECIFICATION SQ FT SQUARE FEET ST STORM STD STANDARD TD TRENCH DRAIN TMV THERMOSTATIC MIXING VALVE TYP TYPICAL UR URINAL V VOLT/VENT VAC VACUUM VERT VERTICAL VOL VOLUME VTR VENT THROUGH ROOF W WASTE W/ WITH WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER WS WATER SOFTENER YCO YARD CLEAN OUT -� CONNECT NEW TO EXISTING Q DRAWING REVISION NUMBER O PLAN NOTE NUMBER 2 SECTION NUMBER WITH SHEET REFERENCE P401 A DETAIL NUMBER WITH SHEET REFERENCE P401 PIPING LEGEND - DOMESTIC COLD WATER DOMESTIC HOT WATER - - DOMESTIC HOT WATER RETURN - - - NATURAL GAS (10" w.c.) G SANITARY (SUSPENDED) II SANITARY (BURIED) STORM (SUSPENDED) / STORM (BURIED) - - VENT DRAIN D EXISTING PIPE PIPE TO BE REMOVED PIPING SYMBOLS CAP CLEAN OUT DROP REDUCER Q RISE TEE - BOTTOM CONNECTION JI TEE - SIDE CONNECTION TEE - TOP CONNECTION BALL VALVE ��- BUTTERFLY VALVE i CHECK VALVE BALANCING VALVE WITH MEMORY STOP -� GATE VALVE I V 1 GAS VALVE 4- PRESSURE REDUCING VALVE T PIT PLUG RELIEF VALVE I 44V" THERMOMETER UNION IN-LINE CIRCULATOR PUMP PLUMBING MATERIAL: DOMESTIC HOT AND COLD WATER: PIPE: COPPER TUBE, TYPE L, HARD DRAWN, ASTM B88. FITTINGS: CAST BRONZE, SOLDER JOINT, PRESSURE RATED, ANSI B16.18; OR WROUGHT COPPER, SOLDER JOINT, PRESSURE RATED, ANSI B16.22. JOINTS: LEAD FREE SOLDER, ASTM B32 FLUX: ASTM 8813. BALL VALVES: STANDARD PORT, 2 PIECE, BRONZE BODY, ASTM B584, CHROME PLATED BRASS BALL, REPLACEABLE TFE SEATS AND SEALS, BLOW-OUT PROOF STEM AND VINYL -COVERED STEEL HANDLE, 600 PSIG WOG PRESSURE RATING. MANUFACTURERS: HAMMOND; NIBCO INSULATION FOR DOMESTIC HOT AND COLD WATER (AND PVC WASTE/VENT PIPING LOCATED WITHIN RETURN AIR PLENUM): FLEXIBLE ELASTOMERIC: CLOSED -CELL, SPONGE- OR EXPANDED -RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS. MANUFACTURERS: ARMAFLEX; AEROCEL; RBX INSUL-TUBE 180. SANITARY WASTE AND VENT: PIPE: PVC, SCHEDULE 40, SOLID WALL FITTINGS: PVC, SCHEDULE 40, GLUED FITTINGS NATURAL GAS: PIPE: ASTM A53, TYPE F, SCHEDULE 40, CARBON STEEL FITTINGS: ASTM A197 / ANSI B16.3 CLASS 150, BLACK MALLEABLE IRON, THREADED. JOINTS: THREADED. PLUMBING NOTES: (APPLY TO ALL PLUMBING DRAWINGS) 1. ALL PLUMBING SYSTEMS TO BE INSTALLED TO MEET THE REQUIREMENTS OF INDIANA PLUMBING CODE 1997 (UNIFORM PLUMBING CODE WITH 1999 INDIANAAMMENDMENTS). 2. ALL SOIL AND WASTE PIPING SHALL BE INSTALLED AT A MINIMUM Y8" (1%) PER FOOT GRADE UNLSESS INDICATED OTHERWISE ON THE DRAWINGS. 3. PIPING AND/OR EQUIPMENT SHALL NOT BE SUPPORTED FROM STRUCTURAL MEMEBERS WITHOUT PRIOR REVIEW AND APPROVAL FROM THE STRUCTURAL ENGINEER. 4. PROVIDE FREEZE PROTECTION FOR ALL DOMESTIC WATER PIPING AND TRAPS INSTALLED IN UNHEATED AREAS. USE ELECTRIC HEAT TRACE CABLE AND INCLUDE ALL ACCESSORIES FOR A COMPLETE AUTOMATIC OPERATING FREEZE PROTECTION SYSTEM. COVER WITH INSULATION. ALL HEAT TRACING COMPONENTS SHALL BE PROVIDED AND INSTALLED BY THE PLUMIBNG CONTRACTOR. FINAL CONNECTION TO THE ELECTRICAL SYSTEM SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. 5. CONTRACTOR IS PROHIBITED FROM USING LEAD-BASED SOLDER. 6. ALL DOMESTIC WATER PIPING SHALL BE INSULATED. REFER TO INSULATION SCHEDULE IN SPECIFICATIONS. 7. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES. 8. ALL PIPING, VALVES, AND ACCESSORIES SERVING EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ENERGY CONSERVATION CODES. 9. ANCILLARY SYSTEMS NOT ASSOCIATED WITH EQUIPMENT SHALL NOT BE INSTALLED SO AS TO INHIBIT SERVICING AND/OR REMOVAL OF SAID EQUIPMENT. 10. STERILIZE DOMESTIC WATER PIPING SYSTEM IN ACCORDANCE WITH STATE AND LOCAL CODES, AND BASE BUILDING SPECIFICATIONS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN ON-SITE FLOW TEST AT THE NEAREST FIRE HYDRANT. THE RESULTS OF THIS TEST SHALL BE SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF TEST. 12. PRIOR TO THE INSTALLTION, FABRICATION, REMOVAL, OR RELOCATION OF ANY WORK, THE CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE ACTUAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND SHALL FULLY COORDINATE ALL WORK WITH THE ARCHITECTURAL PLANS, BUILDING STRUCTURE, AND WORK OF ALL OTHER TRADES. CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION. 13. FOUNDATION AND FOOTINGS SHALL NOT BE DISTURBED WITHOUT OBTAINING PERMISSION FROM THE ARCHITECT AND/OR STRUCTURAL ENGINEER. PROPER UNDERPINNING METHODS SHALL BE USED TO PROTECT AFFECTED FOUNDATION COMPONENTS. 14. PROVIDE SLEEVES FOR ALL PIPING THAT PENETRATES FULL HEIGHT WALLS, WHETHER SHOWN OR NOT. 15. PROVIDE A CHECK VALVE ON HOT AND COLD WATER BRANCH LINES SERVING ALL MOP SINKS, WHETHER SHOWN ON NOT. 16. PROVIDE WATER HAMMER ARRESTERS PRIOR TO QUICK -CLOSING VALVES (ie: ELECTRIC, PNEUMATIC, SPRING LOADED VALVES OR DEVICES, QUICK HAND CLOSURE VALVES OR FIXTURE TRIM). SIZE ARRESTERS PER SCHEDULE ON DRAWINGS AND PDI -WH 201 CERTIFIED STANDARD. 17. INSULATE ALL PLASTIC PIPING IN RETURN AIR PLENUMS TO MAINTAIN z5/50 FIRE SMOKE RATING AND AS DIRECTED IN SPECIFICATIONS. 18. COORDINATE VENT PENETRATIONS WITH MECHANICAL ROOF TOP EQUIPMENT, REFER TO "H" SERIES DRAWINGS. OFFSET VENTS AS REQUIRED TO MAINTAIN MINIMUM 10'-0" SEPARATION FROM AIR INTAKES. DEMOLITION NOTES: 1. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL COORDINATE SHUT DOWN OF ANY PLUMBING SYSTEM WITH THE OWNER AND ANY AUTHORITY HAVING JURISDICTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY CAPS FOR ALL SERVICES AS REQUIRED SO EXISTING SYSTEMS WILL REMAIN OPERATIONAL. 4. CONTRACTORS SHALL PROTECT ALL EXISTING OWNER FACILITIES DURING CONSTRUCTION. ANY FACILITIES DAMAGED OR DISCONNECTED BY CONTRACTOR OPERATIONS SHALL BE FULLY RESTORED TO PREVIOUS OPERATING AND APPEARANCE CONDITION. 5. CONTRACTOR SHALL REPAIR OR REPLACE PIPE INSULATION DAMAGED DURING DEMOLITION OR RENOVATION WORK TO MATCH ORIGINAL CONDITION. 6. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADE TO CUT AND PATCH FINISHED AREAS AS REQUIRED, UNLESS OTHERWISE NOTED ON DOCUMENTS. 7. CONTRACTOR SHALL REMOVE AND REPLACE CEILINGS, LIGHT FIXTURES, ETC. IN EXISTING BUILDING AS REQUIRED TO PERFORM DEMOLITION AND RENOVATION WORK. AFTER WORK IS COMPLETE, DAMAGED ITEMS SHALL BE REPAIRED TO ORIGINAL CONDITION OR REPLACED. 8. CONTRACTOR SHALL REMOVE ALL PIPING, VALVES, ETC. MADE OBSOLETE AS A RESULT OF NEW CONSTRUCTION AND/OR RENOVATION. 9. CONTRACTOR SHALL THOROUGHLY REVIEW ALL DRAWINGS PRIOR TO ANY DEMOLITION WORK. ANY DEVICES REMOVED ACCIDENTALLY WILL BE REPLACED AT NO ADDITIONAL COST TO OWNER. 10. DISPOSAL OF DEMOLISHED MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. FIRE PROTECTION NOTES: (APPLY TO ALL PLUMBING DRAWINGS) 1. FIRE PROTECTION SYSTEM FOR BUILDING SHALL BE DESIGNED FOR LIGHT HAZARD, 0.10 GPM PER SQUARE FOOT OVER 1,500 SQUARE FEET. MECHANICAL, STORAGE AND LAB AREAS SHALL BE DESIGNED FOR ORDINARY HAZARD, 0.15 GPM PER SQUARE FOOT OVER 1,500 SQUARE FEET. 2. SPRINKLER SYSTEM SHALL BE HYDRAULLICALLY CALCULATED, FULLY SUPERVISED AND INSTALLED ACCORDING TO NFPA 13. 3. CONTRACTOR SHALL OBTAIN FLOW TEST DATA BY MEANS OF A FLOW TEST PRIOR TO DESIGN HYDRAULIC CALCULATION OF SPRINKLER SYSTEM. 4. ALL SPRINKLER SYSTEM ITEMS REQUIRED BY CODE SHALL BE THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR WHETHER SHOWN ON THE DRAWNGS AND SPECIFICATIONS OR NOT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION, LAYOUT, CODE COMPLIANCE AND DESIGN. 6. PROVIDE UPRIGHT HEADS IN UNFINISHED SPACES (I.E.: THOSE WITH EXPOSED STRUCTURE), RECESSED PENDENT HEADS IN FINISHED SPACES (I.E.: THOSE WITH LAY -IN OR HARD CEILINGS), SIDEWALL HEADS WHERE IMPRACTICAL TO INSTALL PENDENT OR UPRIGHT TYPE, OR AS INDICATED OTHERWISE ON THE DRAWINGS. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION OF CEILING MOUNTED ITEMS. 8. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO ATTEND ALL BUILDING WALK-THRU'S (AFTER BUILDING IS OCCUPIED AND PRIOR TO THE END OF THE 1 YEAR WARRANTY PERIOD) BY THE BUILDING FIRE MARSHAL AND IS RESPONSIBLE FOR MAKING ANY MODIFICATIONS TO THE SYSTEM REQUIRED AS A RESULT OF THIS BUILDING INSPECTION. 9. SEISMIC RESTRAINTS: IF THE SEISMIC DESIGN CATEGORY FOR THE BUILDING IS "C" OR WORSE, THEN THE FIRE PROTECTION SPRINKLER SYSTEM AND SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. GENERAL NOTES: 1. ALL CONTRACT DOCUMENTS (SPECIFICATIONS AND DRAWINGS), I.E.: ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. 2. ALL CONFLICTS, WHICH MAY PREVENT THE COMPLETION OF WORK AS INTENDED, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. THE CONTRACTOR SHALL NOT PROCEED WITH ANY RELATED WORK UNTIL ALL CONFLICTS ARE RESOLVED AND THE CLARIFYING INFORMATION IS ISSUED TO THE CONTRACTOR BY THE ARCHITECT. 3. IT IS THE INTENTION OF THESE DRAWINGS TO CALL FOR FINISHED WORK, I.E.: FULLY ADJUSTED, TESTED, AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN, "FURNISH AND INSTALL COMPLETE AND READY FOR USE". 4. THE PLUMBING DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY COMPONENT AND/OR ACCESSORY REQUIRED FOR A COMPLETE INSTALLATION. THE CONTRACTOR SHALL INCLUDE SUCH ITEMS AS ARE REQUIRED TO ENSURE THAT THE ENTIRE SYSTEM IS FUNCTIONING IN COMPLIANCE WITH APPLICABLE CODES, ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S INSTALLATION REQUIREMENTS/RECOMMENDATIONS UPON COMPLETION OF WORK. 5. ALL CUTTING, DRILLING AND PATCHING OF WALLS, FLOORS, AND/OR STUCTURAL MEMBERS FOR THE INSTALLATION OF THE PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE PROVIDED. STRUCTURAL COMPONENTS SHALL NOT BE CUT, DRILLED OR MODIFIED IN ANY WAY WITHOUT THE STRUCTURAL ENGINEER'S REVIEW AND PRIOR WRITTEN APPROVAL. 6. PROVIDE NFPA APPROVED FIRE STOPPING WHERE PIPES PENETRATE FIRE RATED FLOORS AND WALLS. 7. FIELD VERIFICATION: CONTRACTOR SHALL INSPECT AND VERIFY ALL EXISTING FIELD CONDITIONS, CLEARANCES AND DIMENSIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ANY WORK. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL No. 10200105 DATE DESCRIPTON PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 112023 START 111.01.12 DRAWN CKC CHECKED WRS TITLE PLUMBING SYMBOLS AND ABBRFUTATIONS ISSUED FOR CENSTRU;.TIIN ---------------- GENERAL NOTES: Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoD1e&1ch.com SEAL 1tiiuw r No. ; 10200105 •• STATE OF ;�b� �• '•lHDiAN,.•• DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE FOUNDATION PLUMBING DEMOLITION PLAN �P010 ISSUED FOR CONSTRUCTION GENERAL NOTES: 1. SAW -CUT FLOOR TO INSTALL NEW SANITARY WASTE PIPING. FIELD VERIFY PROPOSED ROUTE. PATCH FLOOR TO MATCH EXISTING AND/OR PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrlch.com SEAL N0. _'.10200105 STATE OF ;4 'O DATE DESCRIPTION r PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE FOUNDATION PLUMBING PLAN P 0 11 ISSUED FOR CONSTRUCTION rs I - FD 2"V ;' -� Z 3„Fp 2'V �V u .2""Fp 2 2"" - 2""FQ I _ _ _ - \2''FD 2"V --- - - -- - - 71 2""W 2""V - r, „ 3 % fi EX.4"W - 3" 3" f EXA"W Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrlch.com SEAL N0. _'.10200105 STATE OF ;4 'O DATE DESCRIPTION r PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE FOUNDATION PLUMBING PLAN P 0 11 ISSUED FOR CONSTRUCTION \---------------- \ DEMOLITION NOTES: REMOVE PLUMBING FIXTURE, TRIM AND ASSOCIATED PIPING. �2 REMOVE PLUMBING FIXTURE AND TRIM, ROUGH -IN p \\ WILL BE REUSED. `v v CAP PIPING BEHIND FINISHED SURFACE. REMOVE PIPING WITHIN CHASE BACK TO WASTE/VENT RISER AND HOT WATER / COLD WATER RISERS. REMOVE FLOOR DRAIN. REMOVE PIPING, HANGERS, VALVES, ETC., SHOWN �i .. HEAVY DASHED. i REMOVE WATER HEATER, STORAGE TANK, MIXING O ��� `�� ` VALVE, CIRCULATOR PUMP, AND ASSOCIATED PIPING, HANGERS, SUPPORTS, VALVES, ETC. REMOVE WATER HEATER FLUE COMPLETELY. REMOVE WATER SOFTENER, BRINE TANK AND SUPPLY PIPING. REMOVE DOMESTIC WATER BACKFLOW PREVENTER. >> REMOVE FIRE PROTECTION BACKFLOW PREVENTER. p ��� `\ \^� 11 RELOCATE WALL HUNG LAVATORY TO ADJACENT WALL. SEE P111. ALTERNATE BID - DELETE PORTION OF WORK SHOWN DASHED. n „II �i��� REMOVE ALL PLUMBING SUPPLY AND DRAIN LINES IN II II LLL 6 II � c,nc, J C O- I � o SPRINKLER DEMOLITION NOTES: 1. REMOVE SPRINKLER HEADS AND ASSOCIATED BRANCH PIPING IN ALL AREAS WHERE CEILING ARE BEING REMOVED. ja $ j - 1 jjj ,II --- --- ------ 1 1 /�� ---- — -------6 � ❑ �; , ' I I I I 1 4 CAP 71 t\ I 1 I 6 cJJ\�j - � .I J , LJ CAP 5 r-1 _l__ C> _ — 6 1 1 — 4 rp CAP I I �L I 2 _ . - -- ---- 1 FF ---- 12 I cA 1 13CL I 1) i i 1 CAP 2 II 4 6 I I I IIS 1 1 ¢� I 1 LJ 13 -� II — --- 1 1 CAP }CAPCQ, pp _ 1 yj JI II 1 1 �11 Ii I I 11 I Q 1 L1 I 1 1 I III IJiii J II 140 :a = , a - - 140 - - - - O v Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com ku1 DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 112023 START 11.01.12 DRAWN CKC CHECKED W R TITLE _ LOWER LEVEL PLUMBING DEMOLITION PLAN P110 ISSUED FNR CENSTRUCTIIN PLAN NOTES: SPRINKLER NOTES: 1OUNDERBAR DRAINBOARD - ROUTE 1Y2" INDIRECT WASTE 1. FURNISH AND INSTALL NEW SPRINKLERS AND FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR ASSOCIATED BRANCH PIPING TO ACCOMODATE NEW FLOOR PLAN LAYOUT AND NEW CEILINGS. DRAIN NEW SPRINKLERS SHALL BE CHROME PLATED O2 UNDERBAR ICE CHEST - ROUTE 1X2" INDIRECT WASTE RECESSED HEADS. SPACE SPRINKLERS PER FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR NFPA 13. DRAIN - o - O UNDERBAR BLENDER STATION - ROUTE 1X27 INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN. STUB UP Y2'CW AND Y2"HW ABOVE FLOOR L WITH SHUT -OFFS. PLUMB TO FAUCET ON SINK. O4 UNDERBAR HANDSINK -ROUTE 1X2' INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN. STUB UP Y2"CW AND Y2 -HW ABOVE FLOOR WITH SHUT -OFFS. PLUMB TO FAUCET ON SINK. C='G' u O or O UNDERBAR 4 -COMPARTMENT SINK -MANIFOLD DRAINS z FROM THE 4 COMPARTMENTS, ROUTE 1Y2" INDIRECT WASTE AND TERMINATE AT +2" ABOVE FLOOR DRAIN. C;I ! 'L f ';,f STUB UP Y2 -CW ANDY2"HW ABOVE FLOOR WITH \ SHUT -OFFS. PLUMB TO FAUCET ON SINK. NEW LOCATION FOR RELOCATED LAVATORY. CONNECT TO EXISTING ROUGH -INS. EXTEND Y2"CW, Y2"HW 1Y2'W AND 1Y2"V WITH IN CHASE TO >;. EACH NEW LAVATORY _ EST;. -i C STI ��L �8 ALTERNATE BID -DELETE PORTION OF WORK SHOWN CLOUDED. r O CONNECT NEW DOUBLE CHECK VALVE (DCV -1) TO EXISTING PIPING. MODIFY PIPING CONNECTION AS REQUIRED F - _c � CONNECT NEW BACKFLOW PREVENTER (RPBFP-1) TO r T ,� EXISTING PIPING. MODIFY PIPING CONNECTION AS REQUIRED. ✓ _ / , � o j _% - ' 11 2"CW TO AND FROM NEW WATER SOFTENER (WS -1). = P T CONNECT TO EXISTING 2Y2'CW. R o "'� j')RT ��A' FR'r i /�. `�� 6" FLUE AND 4" INTAKE THROUGH EXTERIOR WALL. h.'�F'1 0 12 SEEL WALL PENETRATION WEATHER -TIGHT. 1, E " Zvi F - E j* , „yyr-rte O - r I Lf' `_ Si I ""L EX.1Y2'CW C 1 2„ X 3/a E , "HW - v o- 2„ p 3" ( 3„ 2„ 1 r a „ c 2"FD Y2" -- -- -- - - - -- -' * I EX.2"W � - - - 3" -0 3" EX.4"W .- u c c� Go SH -1 Y2' 1 �-- / — - 5 2 I c „ .� SH 1 I F -K - 1 „ 4 -z .s: - - _ rL-1 Yr.,.'� 2,� L_1 /' SH -1 ✓ 3/a" WC -1 o CAP 1 FD -2 I o UR -1 EX.2"HW L — — — — — WC 1� r: - L 1',T _ 'L 1� SH. -2H 2 1 — 2" U R-1 �"1 H EX 2"V Di I" I -— EX 1X2" W WC -1 UR 1 L-1 L-1 :�i1Y2 %a' —' — C /� , = n — n f - 2 E WC -1 EX.1 "CVtr ® EX.2 CW F i - - EX.2"HW:n " p v L _ J a_G -0 8 1.. —1 F CP -1 2' I LPJ 'K= ST -1 _ �„ TMV-1 L� ST -1A TET -I � EX.v2"CW 1„ 2" DCV -1 9 G— 2„ WS -1 RPBFP-1 I I G G O GAS i EX.%"HWR 11 METER r EX.1 "H W � �2'G 140 I 1� - - 10 --- tib -- — -- L/kG 0_2 C i G C L, 1 f Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL R. No. ' 10200105 STATE OF ;Z� i!lUIIIII11110\� DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PRQJ � 2023 START 11.01-12 DRAWN CKC .CHECKED W R S I TITLE LOWER LEVEL PLUMBING PLAN SHEET Eli ISSUED FOR CONSTRUCTIJN DEMOLITION NOTES: 1O REMOVE PLUMBING FIXTURE, TRIM AND ASSOCIATED PIPING. OREMOVE ALL PLUMBING SUPPLY AND DRAIN LINES IN BAR AREA- G) REA_ U3 REMOVE GAS SUPPLY TO FIRE PLACE. 4O REMOVE PLUMBING FIXTURE AND TRIM. ROUGH -IN TO BE REUSED. O REMOVE PLUMBING FIXTURE AND TRIM. MODIFY ROUGH -INS TO ACCOMODATE NEW FIXTURE LOCATIONS. O6 REMOVE WATER, WASTE AND VENT PIPING IN WALL. CAP VENT AT NEAREST RE -USABLE LINE. OREMOVE FLOOR DRAIN. O CAP SERVICES BEHIND FINISHED SURFACE. f G I \ � I f SPRINKLER DEMOLITION NOTES: 1. REMOVE SPRINKLER HEADS AND ASSOCIATED BRANCH PIPING IN ALL AREAS WHERE CEILINGS ARE BEING REMOVED. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL R. 111111r/lY 111 \,.�N x GxST &g-- off`,,,. No. ° = 10200105 ° v STATE OF !lrrrtlnu►\\ DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE UPPER LEVEL PLUMBING DEMOLITION PLAN SHEET ® o O O SPRINKLER DEMOLITION NOTES: 1. REMOVE SPRINKLER HEADS AND ASSOCIATED BRANCH PIPING IN ALL AREAS WHERE CEILINGS ARE BEING REMOVED. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL R. 111111r/lY 111 \,.�N x GxST &g-- off`,,,. No. ° = 10200105 ° v STATE OF !lrrrtlnu►\\ DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE UPPER LEVEL PLUMBING DEMOLITION PLAN SHEET ® o ® ° 0 J -2 _ 5 \ i 4 1 3 PLAN NOTES: O UNDERBAR DRAINBOARD - ROUTE 1%" INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN O2 UNDERBAR ICE CHEST - ROUTE 1Y2" INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN O UNDERBAR BLENDER STATION - ROUTE 1Y" INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN. STUB UP Y2'CW AND Y2"HW ABOVE FLOOR WITH SHUT -OFFS. PLUMB TO FAUCET ON SINK. O4 UNDERBAR HANDSINK - ROUTE 1Y2" INDIRECT WASTE FROM DRAIN AND TERMINATE AT +2" ABOVE FLOOR DRAIN. STUB UP Y2'CW AND Y2'HW ABOVE FLOOR WITH SHUT -OFFS. PLUMB TO FAUCET ON SINK. OUNDERBAR 4 -COMPARTMENT SINK - MANIFOLD DRAINS FROM THE 4 COMPARTMENTS, ROUTE 1Y2' INDIRECT WASTE AND TERMINATE AT +2" ABOVE FLOOR DRAIN. STUB UP Y2"CW ANDY2"HW ABOVE FLOOR WITH SHUT -OFFS. PLUMB TO FAUCET ON SINK. 1�6 CONNECT TO EXISTING ROUGH -INS. O7 %- GAS TO INFRARED HEATER. COORDINATE EXACT LOCATION OF GAS CONNECTION WITH MANUFACTURER. PROVIDE DIRT LEG, SHUT-OFF AND UNION AT CONNECTION TO INFRARED HEATER. O8 1"G TO FIREPLACE. COORDINATE WITH MANUFACTURER'S DATA FOR EXACT LOCATION OF GAS SUPPLY CONNECTION. SPRINKLER NOTES: 1. FURNISH AND INSTALL NEW SPRINKLERS AND ASSOCIATED BRANCH PIPING TO ACCOMODATE NEW FLOOR PLAN LAYOUT AND NEW CEILINGS. NEW SPRINKLERS SHALL BE CHROME PLATED RECESSED HEADS. SPACE SPRINKLERS PER NFPA 13. �a INFRARED HEATER (TYP) -- 7 7 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KucDie&ich.com SEAL No. 10200105 =. STATE OF DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE UPPER LEVEL PLUMBING PLAN SHEET P 2 11 ISSUED FOR CONSTRUCTID Jk �l 1" Ii i i T I 1Y4"� SPRINKLER NOTES: 1. FURNISH AND INSTALL NEW SPRINKLERS AND ASSOCIATED BRANCH PIPING TO ACCOMODATE NEW FLOOR PLAN LAYOUT AND NEW CEILINGS. NEW SPRINKLERS SHALL BE CHROME PLATED RECESSED HEADS. SPACE SPRINKLERS PER NFPA 13. �a INFRARED HEATER (TYP) -- 7 7 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KucDie&ich.com SEAL No. 10200105 =. STATE OF DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE UPPER LEVEL PLUMBING PLAN SHEET P 2 11 ISSUED FOR CONSTRUCTID POWER CORD T, NEAREST RECEPTACL EXPANSION TANK (TET -1) FLOW SWITCH (TYP) T&P RELIEF VALVE — (TYP) SEE FLOOR PLANS FOR CONTINUATION `-' NEAREST FLOOR SINK FLOOR WATER SOFTENER PIPING SCALE: NONE SEE FLOOR PLANS SEE FLOOR PLANS f1," FOR CONTINUATION FOR CONTINUATION f--140 2" 6" FLUE 4" AIR INTAKE GAS SHUT-OFF & DIRT LEG (TYP) CIRC PUMP-TYP (BY WATER HEATER MANUFACTURER) Y4" 2" 1Y4" 2" 1Y4' PLUMBING EQUIPMENT SCHEDULE UNIT ELECTRICAL DATA GAS DATA NOTES TAG SPECIFICATION NAME MANUFACTURER MODEL # WEIGHT CAPACITY V -PH -HZ KW HP BTUH IN BTUH OUT CW GAS FIRED W V MOUNTING HEIGHT & NOTES WC -1 WATER CLOSET - TANK CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB 1/2" INTEGRAL 3" 2" WH -1 WATER HEATER LOCHINVAR AWN701PM 1/2" 815 GPH RECOVER AT 100'F TEMPERATURE RISE 120-1-60 2" 24" A.F.F. TO RIM 700,000 LAVATORY- COUNTERTOP 1 ST -1A 1 1/4" 1 1/2' 1 1/2" SEE ARCHITECTURAL DRAWINGS SH -1 SHOWER 1/2' 1/2" FD -1 42" A.F.F. TO VALVE, 78" A.F.F. TO SHOWER HEAD STORAGE TANK LOCHINVAR RJS120 112" 119 GALLONS STORAGE CAPACITY 2" 1 1/2" 42" A.F.F. TO VALVE, 60" A.F.F. TO HAND SHOWER 80" A.F.F.TO WATER SUPPLY FOR HAND SHOWER EWC-1 ELECTRIC WATER COOLER -ADA 112" ST -1 B 1 112" 1 1/2" 36" A.F.F. COPPER TUBE RISER. WATER CLOSET: KOHLER DEXTER K -5016 -ET -0; FLUSH VALVE: THERMOSTATIC KOHLER K-10675 UR -1 OUTLET SPUDS AND HANGERS, ANIT-BACKSPLASH WALL, 14 /2' EXTENDED RIM, 0.5 GPF, ADA COMPLIANT. CARRIER: TMV-1 MIXING VALVE LAWLER 802 42 GPM FLOW, 10 PSI PRESSURE DROP BRASS CONSTRUCTION, %" SPUD COUPLING CONNECTION, 2 9V LITHIUM BATTERY, ELECTRONIC INFRARED SENSOR WITH (POWERS; BRADLEY) WAVE TECHNOLOGY, 0.5 GPF, SLOW -CLOSING PISTON TECHNOLOGY. CPA CIRCULATOR I ARMSTRONG E7-13 5 GPM FLOW AT 35 FT TOTAL DYNAMIC HEAD 120-1-60 1/6 X 14Y2", ADA COMPLIANT, COLOR: WHITE. 5,6 PUMP (TACO; GRUNDFOS; B&G) SUPPLIES: McGUIRE 2165; ZURN; KOHLER METAL CONSTRUCTION, BRASS VALVE BODIES, POP-UP DRAIN WITH LIFT ROD AND TAILPIECE, FLEXIBLE TET -1 THERMAL EXPANSION i TACO PAX84-150 12 GALLONS ACGEPT%CE CAPACITY WASHERLESS CERAMIC DISC VALVES, LOW STATIONARY TANK (WESSELS; AMTROL; B&G) P -TRAP: CHROME PLATED, ADJUSTABLE, CAST BRASS, 1Y2" TRAP WS -1 WATER SOFTENER AQUA SYSTEMS (MARLO) 2900 SERIES 60 GPM FLOW AT 15 PSI DROP 7 CUBIC FEET CAPACITY SUPPLIES: REDUCED PRESSURE YB'COMPRESSION OUTLET, WHEEL HANDLE. LAVATORY: KOHLER MEMOIRS K-2339-0 FAUCET: KOHLER MEMOIRS K -454 -4V -CP RPBFP-1 BACKFLOW PREVENTER (DOMESTIC) WILKINS (WATTS; FEBCO) 2" 375 L-2 60 GPM AT 15 PSI PRESSURE DROP (MAX) P -TRAP: McGUIRE 8902; ZURN; KOHLER FAUCET: 3,4 DOUBLE CHECK QUARTER -TURN WASHERLESS CERAMIC DISC VALVES, FLEXIBLE CONNECTIONS, POP-UP DRAIN WITH LIFT ROD DCV -1 VALVE AMES AMES 2000 SS 275 GPM AT 5 PSI PRESSURE DROP ADA COMPLIANT. (FIRE PROTECTION) (WILKINS; WATTS; FEBCO) CHROME PLATED, ADJUSTABLE, CAST BRASS, 1 Y2" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. i SUPPLIES: CHROME PLATED BRASS ANGLE STOP, Y2' IPS INLET, %"COMPRESSION OUTLET, WHEEL HANDLE. NOTES: 1. SET OUTLET TEMPERATURE AT 140"F. 2. SET OUTLET TEMPERATURE AT 120°F. 3. WITH AIR GAP FITTING, TERMINATE DRAIN LINE OVER FLOOR DRAIN. 4. PROVIDE BRONZE'Y' STRAINER 5. CONTROLLED BY AQUASTAT 6. ALL BRONZE CONSTRUCTION PLUMBING FIXTURE ROUGH -IN SCHEDULE TAG FIXTURE DESCRIPTION HW CW TRAP W V MOUNTING HEIGHT & NOTES WC -1 WATER CLOSET - TANK CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB 1/2" INTEGRAL 3" 2" 17" A.F.F. TO RIM UR -1 URINAL - FLUSH VALVE WHA -3 1/2" INTEGRAL 3" 2" 24" A.F.F. TO RIM L-1, 2 LAVATORY- COUNTERTOP 1/2' 1/2" 1 1/4" 1 1/2' 1 1/2" SEE ARCHITECTURAL DRAWINGS SH -1 SHOWER 1/2' 1/2" FD -1 42" A.F.F. TO VALVE, 78" A.F.F. TO SHOWER HEAD SH -2H SHOWER - ONE-PIECE UNIT, ADA 1/2' 112" 2" 2" 1 1/2" 42" A.F.F. TO VALVE, 60" A.F.F. TO HAND SHOWER 80" A.F.F.TO WATER SUPPLY FOR HAND SHOWER EWC-1 ELECTRIC WATER COOLER -ADA 112" 1 1/4" 1 112" 1 1/2" 36" A.F.F. DRAINAGE FITTING SCHEDULE MARK FIXTURE MANUFACTURER/ NO. DESCRIPTION MODEL NUMBER WHA -1 FLOOR DRAIN: JAY R. SMITH 2O05Y-A; SIOUX CHIEF; ZURN; JOSAM; 5005 CAST IRON, FLASHING COLLAR, BOTTOM NO -HUB WADE; MIFAB; WATTS FD -1 OUTLET. 12 - 32 5010 STRAINER: NICKEL BRONZE, ADJUSTABLE, ROUND, FLAT. P.D.I CERTIFIED WHA -3 FLOOR SINK: JAY R. SMITH 3101Y-12; SIOUX CHIEF; ZURN; JOSAM 5020 CAST IRON, ACID RESISTANT COATING, 6" DEEP, NO -HUB WADE; MIFAB; WATTS FD -2 BOTTOM OUTLET. 61 - 113 5030 BAR GRATE: P.D.I CERTIFIED NICKEL BRONZE, SECURED Y2 GRATE SEE FLOOR PLANS 2" FOR CONTINUATION 40 %a' BALL VALVE (TYP) UNION VALVE (TYP) — V. THERMOMETER (TYP) 2" — CIRC. PUMP (CP -1) I + AQUASTAT (WIRING BY E.C.) 2" r 3/a" + BALANCE VALVE - ------------7 (TYP) 3" o / /" sm 1Ya" t 2Y2 1 l 3" tie" g/4" EX. FLOOR DRAIN (VA.F.) CHECK VALVE (TYP) THERMOSTATIC MIXING VALVE (TMV-1) FLOOR WATER HEATING EQUIPMENT AND PIPING DETAIL SCALE: NONE STORAGETANK (ST -1 B) STORAGETANK (ST -1A) WATER HAMMER ARRESTER SCHEDULE TAG I.P.S. F.U. RATING J.R. SMITH NO. WADE NO. REMARK WHA -1 3/4" 1 - 11 5005 W-5 P.D.I CERTIFIED WHA -2 1" 12 - 32 5010 W-10 P.D.I CERTIFIED WHA -3 1" 33 - 60 5020 W-20 P.D.I CERTIFIED WHA -4 1" 61 - 113 5030 W-50 P.D.I CERTIFIED PLUMBING FIXTURE SCHEDULE TAG FIXTURE DESCRIPTION FIXTURE TRIM & ACCESSORIES WATER CLOSET: KOHLER MEMOIRS K-3816-0; SEAT: BENEKE 521H; CHURCH; OLSONITE; BEMIS; VITREOUS CHINA, ELONGATED BOWL, CLASS FIVE FLUSHING KOHLER WC -1 SYSTEM, POLISHED CHROME TRIP LEVER, 12" ROUGH -IN, 1.28 GPF, 2Y8' GLAZED TRAPWAY, ADA COMPLIANT, COLOR: SUPPLY: McGUIRE 2166; EBC; ZURN WHITE. SEAT: HEAVY-DUTY, ELONGATED, OPEN FRONT WITH COVER, SOLID PLASTIC WITH INTEGRAL MOLDED BUMPERS, STAINLESS STEEL POSTS, STAINLESS STEEL WASHERS AND NUTS. COLOR AS SELECTED BY ARCHITECT. SUPPLY: CHROME PLATED BRASS ANGLE STOP, %" COMPRESSION OUTLET, WHEEL HANDLE, %' OD CHROME PLATED FLEXIBLE COPPER TUBE RISER. WATER CLOSET: KOHLER DEXTER K -5016 -ET -0; FLUSH VALVE: VITREOUS CHINA, SIPHON JET, Y4- TOP SPUD, INLET AND KOHLER K-10675 UR -1 OUTLET SPUDS AND HANGERS, ANIT-BACKSPLASH WALL, 14 /2' EXTENDED RIM, 0.5 GPF, ADA COMPLIANT. CARRIER: JAY R. SMITH; WADE; WATTS; JOSAM; ZURN; MIFAB FLUSH VALVE: BRASS CONSTRUCTION, %" SPUD COUPLING CONNECTION, 9V LITHIUM BATTERY, ELECTRONIC INFRARED SENSOR WITH WAVE TECHNOLOGY, 0.5 GPF, SLOW -CLOSING PISTON TECHNOLOGY. LAVATORY: KOHLER MEMOIRS K-2339-0 FAUCET: KOHLER PINSTRIPE K-13132 VITREOUS CHINA, UNDER -MOUNT, CLAMP ASSEMBLY, 18Y4" L-1 X 14Y2", ADA COMPLIANT, COLOR: WHITE. P TRAP: McGUIRE 8902; ZURN; KOHLER FAUCET: SUPPLIES: McGUIRE 2165; ZURN; KOHLER METAL CONSTRUCTION, BRASS VALVE BODIES, POP-UP DRAIN WITH LIFT ROD AND TAILPIECE, FLEXIBLE CONNECTIONS FOR EASY INSTALLATION, LEVER HANDLES, 5" SPOUT REACH, 8" CENTERS, QUARTER -TURN WASHERLESS CERAMIC DISC VALVES, LOW STATIONARY SPOUT, 1.5 GPM FLOW RATE, ADA COMPLIANT. P -TRAP: CHROME PLATED, ADJUSTABLE, CAST BRASS, 1Y2" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLIES: CHROME PLATED BRASS ANGLE STOP, /2" IPS INLET, YB'COMPRESSION OUTLET, WHEEL HANDLE. LAVATORY: KOHLER MEMOIRS K-2339-0 FAUCET: KOHLER MEMOIRS K -454 -4V -CP VITREOUS CHINA, UNDER -MOUNT, CLAMP ASSEMBLY, 16Y4" L-2 X 14 Y2', ADA COMPLIANT, COLOR: WHITE P -TRAP: McGUIRE 8902; ZURN; KOHLER FAUCET: SUPPLIES: McGUIRE 2165; ZURN; KOHLER BRASS CONSTRUCTION, BRASS VALVE BODIES, QUARTER -TURN WASHERLESS CERAMIC DISC VALVES, FLEXIBLE CONNECTIONS, POP-UP DRAIN WITH LIFT ROD AND TAILPIECE, LEVER HANDLES, 5" SPOUT REACH, STATIONARY SPOUT, 8" CENTERS, 1.5 GPM FLOW RATE, ADA COMPLIANT. P -TRAP: CHROME PLATED, ADJUSTABLE, CAST BRASS, 1 Y2" TRAP WITH SWIVEL JOINT, CLEANOUT PLUG, 17 -GAUGE TUBING TO WALL, WALL ESCUTCHEON. SUPPLIES: CHROME PLATED BRASS ANGLE STOP, Y2' IPS INLET, %"COMPRESSION OUTLET, WHEEL HANDLE. SHOWER: SHOWER HEAD: KOHLER PURIST K-939 TILED ENCLOSURE BY G.C. SH -1 SHOWER VALVE TRIM: KOHLER K -T14422 -1E SHOWER HEAD: KATALYST SPRAY TECHNOLOGY WITH AIR INDICTION BALL ROUGH VALVE BODY: KOHLER K -2971 -KS JOINT, OPTIMIZED SPRAY FACE FOR MAXIMUM PERFORMANCE, 2 GPM FLOW RATE, SINGLE -FUNCTION SHOWERHEAD WITH 48 NOZZLE 5/2" DIAMETER SPRAYFACE, MASTERCLEAN SPRAY NOZZLES TO PROHIBIT MINERAL BUILD-UP FOR EASY CLEANING, Y2' NPT CONNECTION SHOWER VALVE TRIM: BRASS CONSTRUCTION, AVAILABLE WITH LEVER HANDLE, SHOWER ARM AND FLANGE WITH NPT CONNECTION, FACE PLATE. ROUGH VALVE BODY: CAST BRASS BODY, WASHERLESS CERAMIC DISC VALVE CARTRIDGE, HOT LIMIT SAFETY STOP, CYCLES FROM OFF TO COLD TO HOT, PRESSURE BALANCING, Y2- INLETS AND OUTLETS, SCREWDRIVER STOPS, ROUGH -IN PLASTER GUARD. SHOWER: OASIS SHFW-3837-ADA03; HAND SHOWER: ONE-PIECE FIBERGLASS COMPOSITE CONSTRUCTION, AQUARIUS; AQUABATH; AQUATIC HANDSPRAY: KOHLER K -973 -CP SH -2H SANITARY GRADE POLYESTER GELCOAT SURFACE, 3 %" DIA. SLIDEBAR: KOHLER K -8524 -CP CENTER DRAIN, Y2" THRESHOLD, 1" FLOOR FLANGE, SUPPLY ELBOW: KOHLER K -976 -CP TEXTURED FLOOR PATTERN, BALSA WOOD CORE FLOOR HOSE: KOHLER K -9514 -CP STRUCTURE, FACTORY APPLIED COMPOSITE ENCASED REINFORCEMENT, FACTORY INSTALLED ADA COMPLIANT SHOWER VALVE TRIM: KOHLER K -T14422 -4E -CP GRAB BARS, FACTORY INSTALLED ADA COMPLIANT FOLDING SEAT, FACTORY INSTALLED 1" DIA. STAINLESS STEEL ROUGH VALVE BODY: KOHLER K -2971 -KS SHOWER ROD, CONCEALED TAMPER -PROOF BAR AND ROD ATTACHMENTS, ADA COMPLIANT. HAND SHOWER: BRASS CONSTRUCTION, CHROMPE PLATED, WALL MOUNTED SUPPLY ELBOW, SLIDE BAR, 60 INCH METAL HOSE, MULTI -FUNCTION HAND SHOWER WITH SPRAYFACE RESISTANT HARD WATER BUILDUP, 2.5 GPM. SHOWER VALVE TRIM: BRASS CONSTRUCTION, AVAILABLE WITH LEVER HANDLE, SHOWER ARM AND FLANGE WITH NPT CONNECTION, FACE PLATE. ROUGH VALVE BODY: CAST BRASS BODY, WASHERLESS CERAMIC DISC VALVE CARTRIDGE, HOT LIMIT SAFETY STOP, CYCLES FROM OFF TO COLD TO HOT, PRESSURE BALANCING, Y2" INLETS AND OUTLETS, SCREWDRIVER STOPS, ROUGH -IN PLASTER GUARD. ELECTRIC WATER COOLER: OASIS PFBAC; ACORN AQUA; P -TRAP: McGUIRE 8902; ZURN; KOHLER 8 GPH OF 50"F WATER AT 90"F AMBIENT AND 80'F INLET HALSEY TAYLOR EWC-1 WATER; FILTRATION SYSTEM FOR TASTE, ODOR, LEAD AND SUPPLY: McGUIRE 2165; ZURN; KOHLER CHLORINE REDUCTION; FRONT AND SIDE SPLASH PADS TO ACTIVATE WATER FLOW; FLEXIBLE GUARD ON BUBBLER; CARRIER: ACORN AQUA; JAY R. SMITH; JOSAM; R -134a REFRIGERANT; ANSI 117.1 AND ADA COMPLIANCE; WADE; ZURN LISTED BY UL TO U.S. STANDARDS; ANSI/NSF 61 COMPLIANCE. P -TRAP: CHROME PLATED ADJUSTABLE CAST BRASS; 1 Y2' TRAP WITH SWIVEL JOINT; CLEANOUT PLUG; 17 -GA TUBING TO WALL; WALL ESCUTCHEON. SUPPLY: CHROME PLATED BRASS ANGLE STOP, Y2' IPS INLET, Ya' COMPRESSION OUTLET, WHEEL HANDLE; %" OD CHROME PLATED FLEXIBLE COPPER TUBE RISERS. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDledrIch.com SEAL �x\\IIII11111////// \N\p,M R. ST''% No. 10200105 ° :• STATE OF ;Q� .��0�••• P ,\\\�, ••!NDiAN•.•• Z. DATE II DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CKC CHECKED WRS TITLE PLUMBING DETAILS & SCHEDULES �P601 ISSUED FOR CONSTRUCTION ELECTRICAL SYMBOLS AND ABBREVIATIONS EQUIPMENT I SYMBOL DESCRIPTION �F H� LOW VOLTAGE DRAWOUT TYPE CIRCUIT BREAKER X ("X" DENOTES AS FOLLOWS:) A - AIR TYPE S - SF6 TYPE V - VACUUM TYPE �- MOLDED CASE CIRCUIT BREAKER NURSE CALL SYSTEM SYMBOL DESCRIPTION O MASTER STATION O EMERGENCYBATH STATION O DOME LIGHT (CEILING MOUNT) HELP ALARM SYSTEM SYMBOL DESCRIPTION HA ANNUNCIATOR O HELP ALARM PUSHBUTTON SECURITY SYSTEM SYMBOL DESCRIPTION M❑ MOTION DETECTOR QK SECURITY SYSTEM KEYPAD SWITCH AND FUSE UNIT SYMBOL GROUND CONNECTION XOC BRANCH PANELBOARD AND CABINET - RECESSED MOUNT R -RETURN BRANCH PANELBOARD AND CABINET - SURFACE MOUNT DISTRIBUTION PANELBOARD AND CABINET - RECESSED MOUNT ® DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT 10 MOTOR ("X" DENOTES HORSEPOWER) a PF CAPACITOR ("X" DENOTES KVAR) a DISCONNECT SWITCH - FUSED Eli DISCONNECT SWITCH - NON-FUSED ® MOTOR CONTROLLER Zp COMBINATION MOTOR CONTROLLER S HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH TX EXIT LIGHT (SURFACE MOUNTED ON WALL) WITH THERMAL OVERLOAD PROTECTION ("X" DENOTES AS 4 FOLLOWS:) AUDIO JACK ROUGH -IN NONE - SINGLE POLE SYMBOL DESCRIPTION 2 - 2 POLE ODOOR RELEASE DEVICE - FIRE ALARM ACTIVATED 3 - 3 POLE STPX WP - 20 AMP, 125VAC, WEATHERPROOF TYPE HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH OA FIRE ALARM SYSTEM ADDRESSABLE RELAY WITH THERMAL OVERLOAD PROTECTION WITH PILOT LIGHT ("X" DENOTES AS FOLLOWS:) NONE - SINGLE POLE wSPEAKER WITH VISUAL ALARM SIGNAL 2 - 2 POLE QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT 3 - 3 POLE PS POWER SUPPLY PUSHBUTTON OR PUSH PLATE t_y BUZZER ED BELL Eli HORN CHIME SINGLE PHASE MOTOR CONNECTION. PROVIDE 1P -20A, 120V TOGGLE SWITCH DISCONNECT SWITCH NURSE CALL SYSTEM SYMBOL DESCRIPTION O MASTER STATION O EMERGENCYBATH STATION O DOME LIGHT (CEILING MOUNT) HELP ALARM SYSTEM SYMBOL DESCRIPTION HA ANNUNCIATOR O HELP ALARM PUSHBUTTON SECURITY SYSTEM SYMBOL DESCRIPTION M❑ MOTION DETECTOR QK SECURITY SYSTEM KEYPAD DEVICES I i►l�= of IIIIM 1 = iiii "41\ FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OAUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE TELECOMMUNICATION SYSTEM I SYMBOL DESCRIPTION 1V, 2D v VOICE AND DATA OUTLET, 1 VOICE JACK, 2 DATA JACKS OW WALL TELEPHONE OUTLET OAUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) LIGHTING SYMBOL DESCRPTION XOC X=FIXTURE TYPE, 2=CIRCUIT NUMBER, c=SWITCH LEG R -RETURN F - FLOURESCENT K - INCANDESCENT FOLLOWS:) H - H.I.D. ODUCT DETECTOR REMOTE TEST STATION FLOURESCENT TYPE FIXTURE EQUIPPED WITH EMERGENCY BATTERY BALLAST O DOWNLIGHT TYPE FIXTURE Q WALL MOUNT FIXTURE 1 CONTROL "1" LIGHT POLE WITH ONE FIXTURE (FIXTURE LOCATION AND BASE SPACING AS SHOWN) ® EXIT LIGHT (MOUNTED ON CEILING) EXIT LIGHT (SURFACE MOUNTED ON WALL) EMERGENCY WALL MOUNTED BATTERY UNIT 4 REMOTE EMERGENCY LIGHTING HEAD DEVICES I i►l�= of IIIIM 1 = iiii "41\ FIRE ALARM SYSTEM SYMBOL DESCRPTION OMANUAL SENDING STATION OAUTOMATIC FIRE DETECTION DEVICE ("X" DENOTES AS FOLLOWS:) X NONE - PHOTOELECTRIC TYPE R - RATE -OF -RISE TYPE T - TEMPERATURE TYPE TELECOMMUNICATION SYSTEM I SYMBOL DESCRIPTION 1V, 2D v VOICE AND DATA OUTLET, 1 VOICE JACK, 2 DATA JACKS OW WALL TELEPHONE OUTLET OAUTOMATIC DUCT DETECTOR ("X" DENOTES AS FOLLOWS:) PAGING/AUDIO SYSTEM X NONE -PHOTOELECTRIC TYPE S -SUPPLY R -RETURN SYMBOL DESCRIPTION FOLLOWS:) ODUCT DETECTOR REMOTE TEST STATION OREMOTE DETECTOR ALARM LAMP O LOUDSPEAKER - CEILING MOUNTED CONTROLLED BY VOLUME QSPRINKLER SYSTEM FLOW SWITCH 1 CONTROL "1" SQ GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE VOLUME CONTROL - CONTROLS SPEAKERS "1" � SPRINKLER SYSTEM OS & Y VALVE HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE OHORN - SINGLE PROJECTION Q< PAGING HORN HORN - SINGLE PROJECTION WITH VISUAL ALARM SIGNAL AUDIO JACK ROUGH -IN VISUAL ALARM SIGNAL DEVICE SYMBOL DESCRIPTION MICROPHONE ROUGH -IN ODOOR RELEASE DEVICE - FIRE ALARM ACTIVATED WP - 20 AMP, 125VAC, WEATHERPROOF TYPE -�P PROJECTOR ROUGH -IN OA FIRE ALARM SYSTEM ADDRESSABLE RELAY wSPEAKER WITH VISUAL ALARM SIGNAL 04 CCTV CAMERA QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT DIMMING SYSTEM SYMBOL DESCRIPTION 21 DIMMING SYSTEM MAIN CONTROL UNIT FE DIMMING SYSTEM ENTRY STATION CX DUPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS I I FOLLOWS:) NONE - 20 AMP, 125VAC CCTV SYSTEM GFI - 20 AMP, 125VAC, GROUND FAULT INTERRUPTER TYPE HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE IG - 20 AMP, 125VAC, ISOLATED GROUND TYPE SYMBOL DESCRIPTION S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE WP - 20 AMP, 125VAC, WEATHERPROOF TYPE 04 CCTV CAMERA QUADRAPLEX RECEPTACLE - NORMAL CIRCUIT 0_X SIMPLEX RECEPTACLE - NORMAL CIRCUIT ("X" DENOTES AS FOLLOWS:) RACEWAY SYSTEM NOTE: ALL ABBREVIATIONS AND SYMBOLS MAY NOT BE USED ON THIS PROJECT. ® gpEC L E E ACLE - NORMAL CIRCUIT (SEE DRAWINGS AND SYMBOL DESCRIPTION SPECJFICATCONS SURFACE RACEWAY WITH RECEPTACLES AS INDICATED CONCEALED CONDUIT ® PLUGSTRIP E 4" CONDUIT SLEEVE WITH BUSHINGS THRU WALL ABOVE CEILING CLOCK RECEPTACLE - 120VAC 0 FLOOR BOX S TOGGLE SWITCH - 20 AMP, 120/277VAC S XX LETTER DESIGNATION REFERS TO SYSTEM (SEE ABBREVIATIONS) 3 TOGGLE SWITCH - 3 -WAY PHASE S 4 TOGGLE SWITCH - 4 -WAY CONDUCTORS 'L S P TOGGLE SWITCH - PILOT LIGHT F50 GROUND QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT- SWITCH LEG "F50" IS THE FEEDER SIZE S NEUTRAL k TOGGLE SWITCH - KEY OPERATED CONDUIT TURNED UP Q INDIVIDUAL LIGHT DIMMER, 2000W CONDUIT TURNED DOWN ©a Sa LETTER DESIGNATION INDICATES SWITCH LEG 0 JUNCTION OR PULL BOX CABLE TRAY TELEVISION SYSTEM SYMBOL DESORPTION 0 TELEVISION OUTLET Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDie&lch.com SEAL �X1\i111I11„ 111111 `,\ , Jk R. SX1111, y. No. 10200105_ STATE 4F 1111,,,,1 f 11►111`` DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE ELECTRICAL SYMBOLS SHEET E 0 01 ISSUED FOR CONSTRUCTION X M 'S 2 ' 1 1 o -1- /14; , r \ ° ' 3 j. 2YIN � I I � ,� i -h -- --�` V ♦�,�. °-.,fir ss� mp •S; �" OK ' 1+' 1� �r' \. �` H - 2 / Tv r II II r I 2 II V� II 1L2Al � !\ n II o I- o of \/ KP1 1 - r*O e ILA Lo lr , L r _ FT , liK f II r-- i ----� -- til CV I ISI' ` ., ., y n4` i s� j, -� - -T L T j 11 4 — --- — �2 L1 � PLAN NOTES: GENERAL NOTES: OEXISTING DEVICE TO REMAIN. PROTECT EXISTING SERVICES. IF 1. IT IS THE INTENT OF THE [?EMOLTION CONDUIT AND WIRING THAT IS TO REMOVE ALL DEVICES IN THE AREAS REMOVED FOR OTHER DEVICES THAT THAT ARE TO DEMOLISHED UNLESS WOULD AFFECT THIS DEVICE, PROVIDE OTHERWISE NOTED. ALL DEVICES TO BE ADDITIONAL CONDUIT AND WIRING AS REMOVED MAY NOT BE SHOWN ON THE REQUIRED TO BYPASS THE REMOVED DRAWINGS. CONTRACTOR SHALL FIELD DEVICES. VERIFY EXACT DEMOLTION REQUIRED. NO EXTRA COSTS WILL BE ALLOWED FOR j2 EXISTING DEVICE TO BE REMOVED EQUIPMENT THAT COULD HAVE AND RELOCATED. EXTEND EXISTING OBSERVED BY FIELD SERVEY. SERVICES TO THE NEW LOCATION. REFER TO NEW FLOOR PLAN FOR NEW LOCATION. 2. ALL DEVICES SHOWN DASHED ON THIS DRAWING SHALL BE REMOVED COMPLETE O EXISTING IDF RACK TO BE REMOVED. INCLUDING ALL ASSOCIATED CONDUIT ALL EXISTING CABLES SHALL BE AND WIRING BACK TO SOURCE UNLESS MOVED TO NEW IDF RACK AND OTHERWISE NOTED. ALL CIRCUIT TERMINATED IN PATCH PANELS. IF BREAKERS OR EQUIPMENT MADE SPARE CABLES ARE NOT LONG ENOUGH FOR BY THE DEMOLITION SHALL BE TURNED RELOCATION, DATA JACKS SHALL BE OFF AND MARKED SPARE. REWIRED. NO SPLICING WILL BE ALLOWED. THERE ARE TOTAL OF 36 3. ALL DEVICES SHOWN TO BE REMOVED EXISTING DATA JACKS HERE. EXISTING CCN CABLES ARE INSTALLED IN THIS FROM EXISTING WALLS THAT REMAIN WALL. ALL CCTV CABLES SHALL BE SHALL HAVE DEVICES AND ASSOCIATED MOVED TO NEW IDF RACK AND CONDUIT REMOVED AND WALL SHALL BE TERMINATED IN PATCH PANELS. IF PATCHED. CABLES ARE NOT LONG ENOUGH FOR RELOCATION, CCN CAMERAS SHALL 4. REFER TO MECHANICAL DEMOLITION BE REWIRED. NO SPLICING WILL BE PLANS FOR EQUIPMENT THAT IS TO BE ALLOWED. THERE ARE TOTAL OF 21 REMOVED. REMOVE ALL ASSOCIATED EXISTING CCN CAMERAS HERE. CONDUIT AND WIRING TO THESE COORDINATE ALL RELOCATIONS WITH DEVICES. THE OWNERS VENDORS. OEXISTING CCN CAMERA MONITOR TO 5. ALL FIRE ALARM DEVICES SHOWN TO BE REMOVED AND RELOCATED. BE REMOVED SHALL BE REMOVED. PROVIDE NEW CABLING AS REQUIRED MAINTAIN EXISTING INITIATION LOOPS TO OWNERS EQUIPMENT. AND SIGNAL LOOPS IF THIS LOOPS SERVE DEVICES OUTSIDE THE PROJECT AREA. O EXISTING HOOD FIRE SUPPRESSION SYSTEM MANUAL PULL STATION TO BE 6. ALL PAGING DEVICES SHOWN TO BE RELOCATED. REMOVED SHALL BE REMOVED. MAINTAIN O EXISTING TELEPHONE MAT TO REMAIN. EXISTING TRUNK WIRING IF THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. j7 EXISTING FIRE ALARM PANEL TO 7. ALL MUSIC SPEAKER DEVICES SHOWN REMAIN. TO BE REMOVED SHALL BE REMOVED. 88 EXISTING TELEVISION HEADEND MAINTAIN EXISTING TRUNK WIRING IF EQUIPMENT TO REMAIN. THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. O CONTRACTOR SHALL REMOVE ALL EXISTING SPEAKERS IN LOCKER ROOM g. ALL TELEVISION DEVICES SHOWN TO BE AND REINSTALL THEM IN THE NEW REMOVED SHALL BE REMOVED. MAINTAIN CEILING. EXISTING TRUNK WIRING IF THIS SERVES 10 DISCONNECT POWER TO EXISTING DEVICES OUTSIDE THE PROJECT AREA. HOT WATER HEATER AND CIRC. PUMP. EXISTING CIRCUIT TO REMAIN FOR 9. ALL TELECOMMUNICATION WIRING FOR CONNECTION TO NEW EQUIPMENT. DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED COMPLETE. ALL TELECOMMUNICATION WIRING SERVING IDF CLOSETS AND DEVICES OUTSIDE THE PROJECT AREA SHALL REMAIN. 10. CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER TO IDENTIFY ALL SYSTEMS, WIRING, DEVICES, ETC. THAT MUST REMAIN OPERATIONAL DURING -- — —:. -- • ' " ` '"' CONSTRUCTION. COORDINATE ALL _ _ _ _ _ _ DEMOLITION WITH THE OWNER PRIOR TO r r—, ANY DEMOLITION WORK. , 1 j j. j� �2 i S'O „,.„ i I _ _— 10`x• c1. 1 _ I / 2 2 I L3 Fj 11 j 1j - 6 c7 c7c7 c7 1T \ f, C� Q. C 2 •:M.. ` ra a Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. K u oD 1 ed rich . com. SEAL .��t111tlllrl/ii, ����,�;• GxSTE •:q No. - ' 10200105 STATE OF ; DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PRQJ � 2023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE LOWER LEVEL ELECTRICAL DEMOLITION PLAN SHEET ISSUED FOR CONSTRUCTION ,a I o� Fill, I I '' 1 1 �'�'• IIII II � II I I `� �Ai II II II s ,e II II � j II II _ I j I PLAN NOTES: 1O EXISTING DEVICE TO REMAIN. PROTECT EXISTING SERVICES. IF CONDUIT AND WIRING THAT IS REMOVED FOR OTHER DEVICES THAT WOULD AFFECT THIS DEVICE, PROVIDE ADDITIONAL CONDUIT AND WIRING AS REQUIRED TO BYPASS THE REMOVED DEVICES. j2 ALTERNATE BID AREA. ALL OTHER WORK OUTSIDE THIS AREA SHALL BE INCLUDED IN BASE BID. GENERAL NOTES: 1. IT IS THE INTENT OF THE DEMOLTION TO REMOVE ALL DEVICES IN THE AREAS THAT ARE TO DEMOLISHED UNLESS OTHERWISE NOTED. ALL DEVICES TO BE REMOVED MAY NOT BE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY EXACT DEMOLTION REQUIRED. NO EXTRA COSTS WILL BE ALLOWED FOR EQUIPMENT THAT COULD HAVE OBSERVED BY FIELD SERVEY. 2. ALL DEVICES SHOWN DASHED ON THIS DRAWING SHALL BE REMOVED COMPLETE INCLUDING ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE UNLESS OTHERWISE NOTED. ALL CIRCUIT BREAKERS OR EQUIPMENT MADE SPARE BY THE DEMOLITION SHALL BE TURNED OFF AND MARKED SPARE. 3. ALL DEVICES SHOWN TO BE REMOVED FROM EXISTING WALLS THAT REMAIN SHALL HAVE DEVICES AND ASSOCIATED CONDUIT REMOVED AND WALL SHALL BE PATCHED. 4. REFER TO MECHANICAL DEMOLITION PLANS FOR EQUIPMENT THAT IS TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND WIRING TO THESE DEVICES. 5. ALL FIRE ALARM DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING INITIATION LOOPS AND SIGNAL LOOPS IF THIS LOOPS SERVE DEVICES OUTSIDE THE PROJECT AREA. 6. ALL PAGING DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING TRUNK WIRING IF THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. 7. ALL MUSIC SPEAKER DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING TRUNK WIRING IF THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. 8. ALL TELEVISION DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING TRUNK WIRING IF THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. 9. ALL TELECOMMUNICATION WIRING FOR DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED COMPLETE. ALL TELECOMMUNICATION WIRING SERVING IDF CLOSETS AND DEVICES OUTSIDE THE PROJECT AREA SHALL REMAIN. 10. CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER TO IDENTIFY ALL SYSTEMS, WIRING, DEVICES, ETC. THAT MUST REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE ALL DEMOLITION WITH THE OWNER PRIOR TO ANY DEMOLITION WORK. r / I j i E. I t FD:- �� 1 LIU I — 2 I I -1 .a 177 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedF*ch.com SEAL \x,x11111 I I I illllll R. No. 10200105 = ° STATE OF ; DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 1 223 START 11.1.12 DRAWN DGS CHECKED DGS TITLE - LOWER LEVEL ALT, ELECTRICAL DEMOLITION PLAN E110A ISSUED FOR CONSTRUCTION 1 1 L2-1 M1 '<'b, ? .,a � 7 1 GALL (8 B Y '`�' 1 1003 �� ;ti 4 O OFFICE 4 1 •2 M1 v5M 1,b ED 1 o' 1\ GENERAL NOTES; 1. WHERE OCCUPANCY SENSORS ARE INDICATED ON PLANS, THE ENTIRE ROOM SHALL BE COVERED. MANUFACTURER IS RESPONSIBLE FOR SENSOR LAYOUT. ADDITIONAL SENSORS REQUIRED DUE TO LACK OF COVERAGE SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE QUANTITY AS REQUIRED. CEILING AND WALL MOUNTED SENSORS SHALL BE DUAL TECHNOLOGY TYPE. SENSORS SHALL INCLUDE ALL POWER SUPPLIES AND RELAYS NECESSARY TO CONTROL LIGHT FIXTURES IN ROOM/AREA. SENSORS SHALL OPERATE IN "VACANCY" MODE - MANUAL ON/AUTO OFF. TYPE 01 - INDICATES A WALL MOUNTED SINGLE CIRCUIT SENSOR WITH 1 SWITCH, TYPE 02 - INDICATES A WALL MOUNTED DUAL CIRCUIT SENSOR WITH 2 SWITCHES, TYPE OC - INDICATES A CEILING MOUNTED SENSOR, TYPE R - INDICATES A REMOTE WALL MOUNTED SWITCH TO BE INTERCONNECTED WITH CEILING MOUNTED SENSOR, ACCEPTABLE MANUFACTURERS ARE: HUBBELL, SENSOR SWITCH, LEVITON, LIGHTOLIER. 2. ALL DEVICES SHOWN TO BE INSTALLED ON EXISTING WALLS SHALL BE INSTALLED FLUSH IN WALLS WITH WIRING CONCEALED IN EXISTING WALL. CUT AND PATCH EXISTING WALLS AS REQUIRED. 3. ALL CIRCUIT NUMBERS SHOWN ARE EXISTING CIRCUITS THAT SERVED THE EXISTING LIGHTING THAT WAS REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. 4. ALL DEVICES SHOWN IN LIGHTER SHADE INDICATE EXISTING DEVICES TO REMAIN. OFFIC 'cam 5. CONTRACTOR SHALL COORDINATE �, I 'b VES 5 TIBULE DEVICE COVERPLATES WITH EXISTING CONDITIONS. INSTALL LIKE D�� �ti 1 / !� 1 D i F3 -E \\1' Qo ? �; COVERPLATES IN LIKE AREAS. SOME a • O O O COVERPLATES ARE BRASS AND OTHERS ARE NYLON. F2 ^�' ® O !.? 2 \ ELEV. �0 1L25 2� • Fiyj ,per 1062 10 / < ! 1 L2-5 • 'Li � f F3 F3 ,.�� F3 / O p STAT '�RRID0RNI; �7 3 � �!. Nklz �1 O �a S5 a �� ` ' SPO LERY F IN G ROO O / 1 X2 M9 O?1L1-1F 1L1-3 11 u � J I - 1L1-2— ,�� EX2 -113 F21 1L1- F21 F iL1-4 F F MRPS RP -7 I, i 2 j �' lo1s i 1L1� i F2 I E RP-& IRP 2 11.1-2 - 11-1-2 1 LP -4 1 1-4 1 L1 4 1 L1 4 1 L3- -1 - - F 1L1-2 0 � � � P-7 _ _ � RP -7 �_—_ R -7 F8d L* 'Fd — MEN'S LOCKERS! a 101 1 L1-2 7 e i '• 15 lCAL i . 1 L3-6 1 RP 8P ) z 1L ® Fad /F d , 1= ' 'F 11L1-2 F - - a DIDDEL'S LOIG 1-3 1L1� 1L1-3 1 D34 1 L3 -Si � 1L3� INLLF d F d NL NL aa a ` �� — EX2 11-1-3 1 L3-6 1 L3-6 1 L -6 , ®f EX2 1®� � 16 RP -10 1L1-2 1L1-1 i - \�= F d F d— Fffd d F21 F2 1 c AN _� _ a a r ;y �D F20 F d IL 1D23 - I' F2 R F_, F21 1 S 'tt6 J �- - 1 L3-8 1 L3`- �� 14 d i L3 Fa of 1-9 RPS 1 L1 6 VEST LE '�'1 L3-11 1 L1-8 RP -s RP -s F2 F2 1:11 [�-9 T = 11 L1 -6O RP 8 - r02MING 1L1-9 RP -8 MEN'S LOCKERS - RP$ RP 10 S RP -9 EN'S LKER O RP -10 Od - O OWERS1 '-9 R. Fa. 1o1s F11 WOMEN'S LOUNGE 1056 F�RIDOR�,b � 1 L- -5 F3 ® F3 III O O \ i -5 —�1 L2-5 � --------___------- 11?.ri -�, - , --- — J - F3a F3a ` 1 L3-5 1 L3-5 MANAGER 1046 F3a 1 L3-5 SHOP 1047 BEVERAGES 1009 -- �_ 1024 -- ' O F2 -EM 1L19 1-9 F21 RP -10 1L1-9 1o1s 101 �- 1 - 16 Fa'I/ —) �=I ,1 B ,F 3-1 1 AL F21 � RP -10 - IL3 3 • F4 1L1 - q �. �= 1L3� b bl 1L3'b� 1o3sd 1 1L -8 rpt}1-9 RP -10 F2 �NL F _ II IL3-8- 1 L3-8 (' F RP -9 �l 10 • f15 F R. 99 1I c jL3-11 i p -._ i � 16 1L1-9 101 1-3� ' — r 14 1L1-8 _ -_ _'S TOIL 1_ F4 ..1 3-BAVAT I - —� I, r. - F21 RP 9 R F d 0i P-10 1a F2 -10 � -1 e a L3 L1-3 -, - Fa F _ ##� — _ p F15 E7r g 1L1-9 '4 RPS R4- IL3 7 O �� ML ,� _ �i 1101 9 �l H,CF,�HWR. Li 61 Poll -- i 1 L 1 L3-8 _ 1 d .. F dil t .. 16 1� 1 _ RP 10 1 L1 f 19a L- �F21 _ I c 0 0 12 -- ---- 1L1-1 1L1-8 D EX2 �I - d F d F d rBAR SERVICE ® F F COR 1L1-1 �, F#7--- b--- a >.. b Fad 1037 Fad EX2 CM3 1 �� 1L1-3 L 1025 1 I-$ q 16 18=8 1 L3 8 11 ill `fl RP -s RPS 11-1-8 - { F�d 3mD D D 1L310 1 L3-6 n 1 L3-6 h��_ 3g 3k F 0 1dQ / k �, F2 1L1-$ F 1-3 1L18 F61 Ll 9 1L3-6 1 ❑ F1d0 1L� 10 ��-�-10 NL1'i�, I - - F17 d Fad F1dp p E 9 RP RP s EX2 �d - Fd '1L1 q 16 1Eg:g 1L fig', IL3 8 3 MEN'P (VJNGE "A" " EN' ERS � M3 99 1 1 �- 1 L3-6 F D � � O 1-8 9 kP-s d 1 L3` 1 LR -10 1 L3-10 1 E U j L3-10 F AIT STA. > Fa0)IDDELS' PUBFad '� I� d 3 �0 F �' F? d i RP -9 i 1 3-8 �1 ,Osa F d1L3 �{� ' = 13 E 11_3-8 ® 1L3 8 IC m3m©❑D_ k - 9 -_ 1L3 1 ; — - r -- - 1 L3-8 Fae CORRIDOR IL3 3-10 F1d 6 F& F `/_ 1i D63; d O 0 d X '' f f ` `.� ` f Fa 1 L3 10 1 1 d 1 L3-10 1 L e8f L „ " , d Fad�d Fad F6d1 L3 1fl f f 1 L3-10 f r-- c - - - IL 1Le MEN'4OLOUNGE "B <\j, " dadad ,D d FId F f T e 3_ D� 1L31 IL3 10 14 1L F d \ \;F/ld Fad Fad 1L3-1 3-1 e e Q9 13 1 L3-8 1 L3-8 a 1 f ® / __ E d F e d F d E 1L3- L 'D Fad 1L3-- 99 - , L3-8 e 1 L3-8 1 L3 -80e J 1 L3-1 11-3-10 L _.. PLAN NOTES: O1 LOW VOLTAGE SWITCHES TO CONTROL RELAY PANEL. SEE RELAY PANEL SCHEDULE. O2 INDICATES RELAY NUMBER THAT CONTROLS LIGHTING CIRCUIT. (TYPICAL) O3 INDICATES LIGHT FIXTURE EQUIPPED WITH EMERGENCY BATTERY BALLAST. PROVIDE UNSWITCHED "HOT" WIRE FOR BALLAST. O4 EXISTING EMERGENCY LIGHTING UNIT. CONNECT TO EXISTING NIGHT LIGHT UNSWITCHED LIGHTING CIRCUIT. O EXISTING LIGHT FIXTURE ON BULKHEAD TO REMAIN. CONNECT TO NEW LIGHTING CIRCUIT AND CONTROL SHOWN. O6 EXISTING CIRCUIT THAT SERVES EXISTING EXIT SIGNS. (TYPICAL) O7 EXISTING CIRCUIT THAT SERVES EXISTING NIGHT LIGHTS. (TYPICAL) O8 INSTALL LIGHT FIXTURES OVER MIRROR AT +6" ABOVE MIRROR TO BOTTOM OF LIGHT FIXTURE. COORDINATE MOUTING HEIGHT WITH MIRROR TO BE INSTALLED. O9 COORDINATE LOCATION OF LIGHT FIXTURE AND SWITCH WITH ELEVATOR SUPPLIER. CONNECT LIGHT FIXTURE TO RECEPTACLE CIRCUIT IN SHAFT. 10 NEW LIGHT SWITCH TO CONTROL EXISTING LIGHTING IN ROOM. 11 EXISTING LIGHT FIXTURE TO REMAIN. 12 DIMMING SYSTEM MAIN CONTROL UNIT. 12 ZONE, WITH INTEGRAL TIMER AND POWER MODULES AS REQUIRED TO CONTROL LIGHTING SHOWN. UNIT TO BE COMPATIBLE WITH LED DRIVERS OF FIXTURES. DIMMING SYSTEM TO SIMILAR TO LUTRON QS SERIES. 13 DIMMING SYSTEM ENTRY STATION, 1 SCENE. 14 INSTALL LIGHT FIXTURE UNDER BAR. COORDINATE LOCATION WITH CASEWORK SUPPLIER. 15 LIGHT FIXTURE INSTALLED ON TOP OF LOCKERS. PROVIDE SPACER AS REQUIRED TO SPAN LOCKERS. (TYPICAL) 16 COORDINATE MOUNTING HEIGHT WITH ARCHITECT. 17 PROVIDE WEATHERPROOF COVER. F� Fa 1L 1L1-5 F ] F F i I � WAY HOU r 1066 , ;6 1 L1-5 # 11LL" 1 L RP-11 ' -11 RP 11 F Fa M4 L / 1L1-5 11 RP -1 17 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. K u oD 1 ed rich . comi SEAL DATE DESCRIPTION PRMCT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 111.01.12 DRAWN DGS CHECKED D G S TITLE LOWER LEVEL LIGHTING PLAN SHEET ISSUED FOR CONSTRUCTIIN I ld GENERAL NOTES: 1. WHERE OCCUPANCY SENSORS ARE INDICATED ON PLANS, THE ENTIRE ROOM SHALL BE COVERED. MANUFACTURER IS RESPONSIBLE FOR SENSOR LAYOUT. ADDITIONAL SENSORS REQUIRED DUE TO LACK OF COVERAGE SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE QUANTITY AS REQUIRED. CEILING AND WALL MOUNTED SENSORS SHALL BE DUAL TECHNOLOGY TYPE. SENSORS SHALL INCLUDE ALL POWER SUPPLIES AND RELAYS NECESSARY TO CONTROL LIGHT FIXTURES IN ROOM/AREA. SENSORS SHALL OPERATE IN "VACANCY" MODE - MANUAL ON/AUTO OFF. TYPE 01 -INDICATES A WALL MOUNTED SINGLE CIRCUIT SENSOR WITH 1 SWITCH, TYPE 02 - INDICATES A WALL MOUNTED DUAL CIRCUIT SENSOR WITH 2 SWITCHES, TYPE OC - INDICATES A CEILING MOUNTED SENSOR, TYPE R - INDICATES A REMOTE WALL MOUNTED SWITCH TO BE INTERCONNECTED WITH CEILING MOUNTED SENSOR, ACCEPTABLE MANUFACTURERS ARE: HUBBELL, SENSOR SWITCH, LEVITON, LIGHTOLIER. 2. ALL DEVICES SHOWN TO BE INSTALLED ON EXISTING WALLS SHALL BE INSTALLED FLUSH IN WALLS WITH WIRING CONCEALED IN EXISTING WALL. CUT AND PATCH EXISTING WALLS AS REQUIRED. 3. ALL CIRCUIT NUMBERS SHOWN ARE EXISTING CIRCUITS THAT SERVED THE EXISTING LIGHTING THAT WAS REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. 4. ALL DEVICES SHOWN IN LIGHTER SHADE INDICATE EXISTING DEVICES TO REMAIN. -_774,'•, `\ \ y� _J - -- - -- - -- I Fd Fd 1 L2 F _ n Fad F5® II L a II 1't3-1 ; 1 L3-6 N i 1 L3-6 - 3 Fod ' Fa d --�- F 1 L3 III 11-3-6 I PLAN NOTES: O EXISTING CIRCUIT THAT SERVES EXISTING EXIT SIGNS. (TYPICAL) O2 DIMMING SYSTEM MAIN CONTROL UNIT. 12 ZONE, WITH INTEGRAL TIMER AND POWER MODULES AS REQUIRED TO CONTROL LIGHTING SHOWN. UNIT TO BE COMPATIBLE WITH LED DRIVERS OF FIXTURES. DIMMING SYSTEM TO SIMILAR TO LUTRON QS SERIES. O3 ALTERNATE BID AREA. ALL OTHER WORK OUTSIDE THIS AREA SHALL BE INCLUDED IN BASE BID. O4 DIMMING SYSTEM ENTRY STATION, 1 SCENE. O5 EXISTING LIGHT FIXTURE TO REMAIN. CONNECT TO NEW CIRCUIT AND CONTROL SHOWN. F6a I F a- — F d 1L3-6 Ic 9 1L36 1L3-6IL Fad Fad Fad IF 1 21 F2 l�T i 1 L1-8� jU I A _ - 1-8 1 Y -- I I L 1- -- _. 8 b b 1� $-6 1 L3 RP -s tea -s Ras 1 L3-8 1 L3-8 i �I I1 d Fd F Fa aad , �I F`21� F21 1 L3-8 1 L3-8 1 L3-8 T 1 L3'= F /- A V F d Fad F�d 1, C L1-3 41-3IF d 1 L3-111 11-34 IN I 3 _ i Imo- i �dd �I Fad Fad F d II b- 1 C3-8 b d - F / ! i F81 M3 - F d - D D D tll J 3rn, 1L3 1 1L3-6 i 1F1d 10 F1d Fad 1 L3- -F� 1 F�d 1 1 ❑ \i 9 09 k' I h �Fad F99d ❑ v 10 1L3 10 L3- I I b O E ❑ E 11-3-10 1L3- Fad F8q 11 L3-8 1 L3-8 l4 Fad Fd d 1-3-11 I1 L3- i- \ ® �k � F8d 1 L3-10 1 L3-10 : 1 L3-10 m - - --- - p 1 L3-10 F8d 9 39 L3-10 Fad 1 L3-10 Fdd 3mnlu k jLc- 9 1L 1 �- t Ff Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDIe&Ich.com SEAL • IrO. 10200105 CTATc nr DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 111.01.12 DRAWN DGS CHECKED DGS TITLE - LOWER LEVEL ALT. LIGHTING PLAN NET E111A ISSUED FOR CONSTRUCTION r 2V J WOMEN'S LOUNGE 1056 LOBBY ,4O 1003 3 M ' OO 3 o_ f --TEV. CORRIDORO 44 11-4-15 1062 ] > 3 1l 1 L4-9 WORK PECEP7I0�t(t4-15 - 1 45 To6o 2V,2D db 1 L4-7 1057 2 2V,2D� 1 L4-72V,2D--1 2) (2 T M 3 \ O.. OO 1 L2-18 - 5 1 L4-1 11-2-18 R O 5 GALLERY -_, 1007 CE 11-4- -1 4 2V,2D I DF 11-4-1 ma 11-4-1 7'.. FICE 1 L4 VESTI �� �`� � 1 L4- 1 - 059 2V,2D VESTIBULE 1036 O IL 4�3 1 L4- j2 D A�.- 2 , 1 1-4.5 4 d� 11-2-18 � 4 2 j 1V,1DiL2-16 O STAIR (@POR L4-13 2 1 L2-16 1013 1 L4 SPORTSGIIIEY 5L2-18 015 iL2-16 ME TING ROOM ' l''�� 2 1 �V 5 Ily V #1 L2 1 L2-16 , ,;�3 -O 14 111-2-16 Ifl J 1 L2-16 GENERAL NOTES: 0 1. ALL DEVICES SHOWN TO BE O DEVICE(S) INSTALLED AB(3VE INSTALLED ON EXISTING WALLS SHALL 11-2-14MEN'SOES Q- COUNTERTOP OR SINK A7 +2" ABOVE BE INSTALLED FLUSH IN WALLS WITH 2) (2 T M 3 \ O.. OO 1 L2-18 - 5 1 L4-1 11-2-18 R O 5 GALLERY -_, 1007 CE 11-4- -1 4 2V,2D I DF 11-4-1 ma 11-4-1 7'.. FICE 1 L4 VESTI �� �`� � 1 L4- 1 - 059 2V,2D VESTIBULE 1036 O IL 4�3 1 L4- j2 D A�.- 2 , 1 1-4.5 4 d� 11-2-18 � 4 2 j 1V,1DiL2-16 O STAIR (@POR L4-13 2 1 L2-16 1013 1 L4 SPORTSGIIIEY 5L2-18 015 iL2-16 ME TING ROOM ' l''�� 2 1 �V 5 Ily V #1 L2 1 L2-16 , ,;�3 -O 14 111-2-16 Ifl J 1 L2-16 GENERAL NOTES: PLAN NOTES: 1. ALL DEVICES SHOWN TO BE O DEVICE(S) INSTALLED AB(3VE INSTALLED ON EXISTING WALLS SHALL 11-2-14MEN'SOES Q- COUNTERTOP OR SINK A7 +2" ABOVE BE INSTALLED FLUSH IN WALLS WITH BACKSPLASH TO BOTTOM OF DEVICE. WIRING CONCEALED IN EXISTING KP1 COORDINATE MOUNTING HEIGHT WITH WALL. CUT AND PATCH EXISTING CASEWORK SUPPLIER. WALLS AS REQUIRED. O2 DEVICE(S) INSTALLED BELOW 2, ALL CIRCUIT NUMBERS FROM COUNTERTOP AT +18" A.F.F. EXISTING PANELBOARDS SHOWN ARE EXISTING CIRCUITS THAT SERVED THE O3 EXISTING DEVICE TO REMAIN. EXISTING DEVICES THAT WERE PROTECT EXISTING SERVICES. REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. O4 RELOCATED EXISTING DEVICE. EXTEND EXISTING SERVICES TO THIS 3. ALL DEVICES SHOWN IN LIGHTER NEW LOCATION. SHADE INDICATE EXISTING DEVICES TO REMAIN. O CONNECT NEW RECEPTACLE TO EXISTING RECEPTACLE CIRCUIT THAT 4. CONTRACTOR SHALL COORDINATE SERVED THIS ROOM. DEVICE COVERPLATES WITH EXISTING CONDITIONS. INSTALL LIKE �6 DEVICE(S) FOR WALL MOUNTED COVERPLATES IN LIKE AREAS. SOME TELEVISION. COORDINATE MOUNTING COVERPLATES ARE BRASS AND HEIGHT WITH OWNER. OTHERS ARE NYLON. O IDF EQUIPMENT RACK. COORDINATE 5. ALL NEW FIRE ALARM DEVICES LOCATION OF RECEPTACLES WITH SHALL BE CONNECTED TO THE RACK. SEE SCHEMATICS FOR DETAILS EXISTING FIRE ALARM SYSTEM. FOR WORK REQUIRED. PROVIDE ALL MODIFICATIONS REQUIRED TO THE EXISTING FIRE O RELOCATED EXISTING CCN CAMERA ALARM PANEL TO SUPPORT THE NEW MONITOR. PROVIDE NEW CABLING TO DEVICES. NEW DEVICES SHALL MATCH RELOCATED HEAD END EQUIPMENT AS EXISTING TYPES. REQURIED. O9 EXTEND EXISTING CIRCUIT FROM WHERE RECEPTACLE WAS REMOVED TO NEW DEVICE. 10 RELOCATED MANUAL FIRE SUPPRESSION SYSTEM PULL STATION. PROVIDE MODIFICATIONS TO WIRING AS REQUIRED. 11 EXISTING FIRE ALARM PANEL. 12 EXISTING MAIN TELEPHONE BOARD AND TELEVISION HEAD END EQUIPMENT. 13 COORDINATE LOCATION OF DEVICE WITH CASEWORK SUPPLIER. 14 DATA OUTLET FOR POS SYSTEM. PROVIDE DATA CABLES AS REQUIRED TO POS SYSTEM EQUIPMENT. VERIFY LOCATION. 15 RECEPTACLE FOR KITCHEN EQUIPMENT. COORDINATE LOCATION AND MOUNTING HEIGHT. 16 2P -30A, 208V FUSIBLE DISCONNECT FUSED AT 20A FOR ELEVATOR LIGHTING AND CONTROL. PROVIDE FLEX CONNECTION TO ELEVATOR EQUIPMENT. 17 3P -100A, 208V FUSIBLE DISCONNECT FOR ELEVATOR POWER. FUSE PER ELEVATOR MANUFACTURERS QC(11 IIRFAAI=AITC PR(1\/If1G FI PY H 4 OO 14 TSH 11-2-14MEN'SOES Q- O 7n3 1a1s KP1 O 0 u 3 YL5;2 1L$=2 MEN'S LOCKERS' �: CIRC. PUMP TO EXISTING CIRCUITS Fl �� 1017 WHERE EQUIPMENT WAS REMOVED. RP COORDINATE LOCATION F ALL 20 COO O z EQUIPMENT WITH ELEVATOR LDIDDELISef CONTRACTOR. LOCATE EQUIPMENT AT _� _ -- -- WP/GF[ OP OR BOTTOM OF ELEVATOR SHAFT pp 1 J: --n6 4,14 ELEVATOR EQUIPMENT 11-5-2 RS REQUIREMENTS. w,l1L5-4 4 JD 1L1-14 f I H db18 - -- _ 1L4-1$ FI JAN ;�: I . , WP/GFI 1oz3 - �' — -- WP/GFI - - O4 0 SHWF.- I ` 1 5-4 — - - - - - -- H 11-5-4 11-5-1 Q - - - -- — - / VESTIBULEI��6 ��• -MEN'S�KER --T GROOMING 1o4e �� 11-5-3 1024 1L1-16 1021 , GF GFI 1 L5-4 -16 1 L4- - s STOOA - J ,f fbL 6 1 L5-5 10 - FI _ 11 L4-14 1 L44 L5-1 M N'S TOILET �_ ti ' _ (ti, LAVATORIES 1022 Gk G 1020 so) 11-5-7 -- � � L4-12 � 1 -4 - SHOP T - L5-111 1L 1 11 -4 - FIT _ 1047 15 V F; V GF KITCHEN I, s FI - - 104o 14 4 BAR RVICE CORRIDOR --�0 1037 1 L5-1 1025 2v,2D�Ll� GFI lViDAQ � 1 L3-19 1 L5-10 1 ';:- -415-8 �� "-- �, _ MEN'S L GE .,A„ 19 MAN 3 3 COLD PREP n 6 � O BEVERAGES 1oa1 fL5-14 15 ->': _ 11-3-19 to4s 1009 r -' I � v � S i ' R�rFti 1 L3 O3 i s 1 L5 $ MDP; �VJ1 15/ _ 11-3-19 r3 -- `'' IL5-10', i HDP , 3 FI1�fi V T STA. 3� '.' FI� > i , 3 4 DIDDELS' PUB L5-8 ( _- 3 11 Po 1035 'JL ' 5-121 L5-8 1 L1 12 -_ - GFI ' - - - - - 11-3-28 - T qj a CORRIDOR 1L3-14�� 1v,lD 11-3-166 Z-18 E L O�� -- 1L3 18 ` } 1043 > D Vdb 4 : - - 5 1038 i 11-3-14 11-3-16 � J Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX ww,KuoDiedrich.com SEAL .,u�1111l►u., DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN DGS CHECKED D G S TITLE LOWER LEVEL POWER/SYSTEMS PLAN �E112 ISSUED FOR CONSTRUCTION I� lei 1. ALL DEVICES SHOWN TO BE INSTALLED ON EXISTING WALLS SHALL BE INSTALLED FLUSH IN WALLS WITH WIRING CONCEALED IN EXISTING WALL. CUT AND PATCH EXISTING WALLS AS REQUIRED. 2. ALL CIRCUIT NUMBERS FROM EXISTING PANELBOARDS SHOWN ARE EXISTING CIRCUITS THAT SERVED THE EXISTING DEVICES THAT WERE REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. 3. ALL DEVICES SHOWN IN LIGHTER SHADE INDICATE EXISTING DEVICES TO REMAIN. 4. CONTRACTOR SHALL COORDINATE DEVICE COVERPLATES WITH EXISTING CONDITIONS. INSTALL LIKE COVERPLATES IN LIKE AREAS. SOME COVERPLATES ARE BRASS AND OTHERS ARE NYLON. 5. ALL NEW FIRE ALARM DEVICES SHALL BE CONNECTED TO THE EXISTING FIRE ALARM SYSTEM. PROVIDE ALL MODIFICATIONS REQUIRED TO THE EXISTING FIRE ALARM PANEL TO SUPPORT THE NEW DEVICES. NEW DEVICES SHALL MATCH EXISTING TYPES. PLAN NOTES: 1O EXISTING DEVICE TO REMAIN. PROTECT EXISTING SERVICES. O2 RELOCATED EXISTING DEVICE. EXTEND EXISTING SERVICES TO THIS NEW LOCATION. 3O DEVICE(S) FOR WALL MOUNTED TELEVISION. COORDINATE MOUNTING HEIGHT WITH OWNER. O4 ALTERNATE BID AREA. ALL OTHER WORK OUTSIDE THIS AREA SHALL BE INCLUDED IN BASE BID. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL TER�.'gC�,,� N0. 10200105 :. STATE OF DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE LOWER LEVEL ALT. POWER/ SYSTEMS PLAN ISSUED RIR CONSTI RUCTI!IN 1 �; OSs Q2 ❑0 / -< _ . 'L_ L O 2 ;2Li 0 M S O 01 _ ------- ----- O, ----- ------`S� -- - -3al; v 2 PLAN NOTES: O EXISTING DEVICE TO REMAIN. PROTECT EXISTING SERVICES. IF CONDUIT AND WIRING THAT IS REMOVED FOR OTHER DEVICES THAT WOULD AFFECT THIS DEVICE, PROVIDE ADDITIONAL CONDUIT AND WIRING AS REQUIRED TO BYPASS THE REMOVED DEVICES. O2 EXISTING DEVICE TO BE REMOVED AND RELOCATED. EXTEND EXISTING SERVICES TO THE NEW LOCATION. REFER TO NEW FLOOR PLAN FOR NEW LOCATION. O EXISTING LUTRON DIMMING SYSTEM TO BE REMOVED COMPLETE. O EXISTING LIGHT FIXTURE TO BE REMOVED. PATCH EXISTING CEILING AS REQUIRED. EXISTING CIRCUIT TO REMAIN FOR CONNECTION TO NEW LIGHT FIXTURES. O REMOVE EXISTING DIMMERS ASSOCIATED WITH LIGHTING THAT IS REMOVED. GENERAL NOTES: 1. IT IS THE INTENT OF THE DEMOLTION TO REMOVE ALL DEVICES IN THE AREAS THAT ARE TO DEMOLISHED UNLESS OTHERWISE NOTED. ALL DEVICES TO BE REMOVED MAY NOT BE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY EXACT DEMOLTION REQUIRED. NO EXTRA COSTS WILL BE ALLOWED FOR EQUIPMENT THAT COULD HAVE OBSERVED BY FIELD SERVEY. 2. ALL DEVICES SHOWN DASHED ON THIS DRAWING SHALL BE REMOVED COMPLETE INCLUDING ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE UNLESS OTHERWISE NOTED. ALL CIRCUIT BREAKERS OR EQUIPMENT MADE SPARE BY THE DEMOLITION SHALL BE TURNED OFF AND MARKED SPARE. 3. ALL DEVICES SHOWN TO BE REMOVED FROM EXISTING WALLS THAT REMAIN SHALL HAVE DEVICES AND ASSOCIATED CONDUIT REMOVED AND WALL SHALL BE PATCHED. 4. REFER TO MECHANICAL DEMOLITION PLANS FOR EQUIPMENT THAT IS TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT AND WIRING TO THESE DEVICES. 5. ALL FIRE ALARM DEVICES SHOWN TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING INITIATION LOOPS AND SIGNAL LOOPS IF THIS LOOPS SERVE DEVICES OUTSIDE THE PROJECT AREA. 6. ALL PAGING DEVICES SHOWN TO BE \� REMOVED SHALL BE REMOVED. MAINTAIN EXISTING TRUNK WIRING IF THIS SERVES DEVICES OUTSIDE THE PROJECT AREA. \ 7. ALL MUSIC SPEAKER DEVICES SHOWN \\ \ TO BE REMOVED SHALL BE REMOVED. MAINTAIN EXISTING TRUNK WIRING IF \\ THIS SERVES DEVICES OUTSIDE THE 2 PROJECT AREA. O2 \\ O r t - � \\ �� J 8. ALL TELEVISION DEVICES SHOWN TO BE S - ' REMOVED SHALL BE REMOVED. MAINTAIN \ \\ �`` EXISTING TRUNK WIRING IF THIS SERVES \\ DEVICES OUTSIDE THE PROJECT AREA. 2 n _ `' 9. ALL TELECOMMUNICATION WIRING FOR " DEVICES SHOWN TO BE REMOVED SHALL S, s '' ""4 BE REMOVED COMPLETE. ALL S TELECOMMUNICATION WIRING SERVING IDF CLOSETS AND DEVICES OUTSIDE THE PROJECT AREA SHALL REMAIN. J ^ � 0 �k ^ 10. CONTRACTOR SHALL WORK CLOSELY `t O WITH THE OWNER TO IDENTIFY ALL SYSTEMS, WIRING, DEVICES, ETC. THAT MUST- ER ONAL T EMAIN CONS RUCTIONPC ORID NATEDURING 'U DEMOLITION WITH THE OWNER PRIOR TO ANY DEMOLITION WORK. 2L210 ,a 1 4 n n' 1� a t �• J� I . { ♦� 2 r D % . ,CIL f -- D: D Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL B DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01 .12 DRAWN DGS CHECKED DGS TITLE UPPER LEVEL ELECTRICAL DEMOLITION PLAN �E210 ISSUED FOR CNNSTRUCTINN E . O�� o Fb ti's Q- C44 A O � D4 ' !< V f� ®� 1-2-9 !< U 'aurar ,%3 O7 r1-` 8 J h (TYP.) 2-3 ''I 1 \ -00 "b 1 !� x U < 0 i/,' O 2L2-1 18 n7 <�lb 9 I ml�lO� O� `L�IQ 8 Cb Ifs. ;L \\ ryD p � a 11<`6� 3 8 v �'b `vo GENERAL NOTES: 1. WHERE OCCUPANCY SENSORS ARE INDICATED ON PLANS, THE ENTIRE ROOM SHALL BE COVERED. MANUFACTURER IS RESPONSIBLE FOR SENSOR LAYOUT. ADDITIONAL SENSORS REQUIRED DUE TO LACK OF COVERAGE SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE QUANTITY AS REQUIRED. CEILING AND WALL MOUNTED SENSORS SHALL BE DUAL TECHNOLOGY TYPE. SENSORS SHALL INCLUDE ALL POWER SUPPLIES AND RELAYS NECESSARY TO CONTROL LIGHT FIXTURES IN ROOM/AREA. SENSORS SHALL OPERATE IN ,VACANCY" MODE - MANUAL ON/AUTO OFF. TYPE 01 - INDICATES A WALL MOUNTED SINGLE CIRCUIT SENSOR WITH 1 SWITCH, TYPE 02 - INDICATES A WALL MOUNTED DUAL CIRCUIT SENSOR WITH 2 SWITCHES, TYPE OC - INDICATES A CEILING MOUNTED SENSOR, TYPE R - INDICATES A REMOTE WALL MOUNTED SWITCH TO BE INTERCONNECTED WITH CEILING MOUNTED SENSOR, ACCEPTABLE MANUFACTURERS ARE: HUBBELL, SENSOR SWITCH, LEVITON, LIGHTOLIER. 2. ALL DEVICES SHOWN TO BE INSTALLED ON EXISTING WALLS SHALL BE INSTALLED FLUSH IN WALLS WITH WIRING CONCEALED IN EXISTING WALL. CUT AND PATCH EXISTING WALLS AS REQUIRED. 3. ALL CIRCUIT NUMBERS SHOWN ARE EXISTING CIRCUITS THAT SERVED THE EXISTING LIGHTING THAT WAS REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. 4. ALL DEVICES SHOWN IN LIGHTER SHADE INDICATE EXISTING DEVICES TO REMAIN. 5. COORDINATE MOUNTING HEIGHT OF ALL WALL SCONCES WITH ARCHITECT. 6. CONTRACTOR SHALL COORDINATE DEVICE COVERPLATES WITH EXISTING CONDITIONS. INSTALL LIKE COVERPLATES IN LIKE AREAS. SOME COVERPLATES ARE BRASS AND OTHERS ARE NYLON. q ' -- 12 DM -5 -00 -- - i HC a 21-1-1 DM -5 1 <"6'b F , T = F Fad Fad Fad Fad Fad Fad Fad i 15 DEOP'h a h h h h h h DM -5 DM -5 DM -5 DM -5 DM -5 DM -5 j 131 17 21-4-12 L d 1 c Fad Fad Fad Fad Fad Fad 15 a h h h h h h O `<"6 q L' DM -5 DM -5 DM -5 DM -5 DM -5 DM -5 EMi PLAN NOTES: O LOW VOLTAGE SWITCHES TO CONTROL RELAY PANEL.. SEE RELAY PANEL SCHEDULE. O2 INDICATES RELAY NUMBER THAT CONTROLS LIGHTING CIRCUIT. (TYPICAL) O INDICATES LIGHT FIXTURE EQUIPPED WITH EMERGENCY BATTERY BALLAST. PROVIDE UNSWITCHED "HOT" WIRE FOR BALLAST. 4O EXISTING CIRCUIT THAT SERVES EXISTING EXIT SIGNS. (TYPICAL) O EXISTING CIRCUIT THAT SERVES EXISTING NIGHT LIGHTS. (TYPICAL) O6 NEW LIGHT SWITCH TO CONTROL EXISTING LIGHTING IN ROOM. O7 EXISTING LIGHT FIXTURE TO REMAIN. O INSTALL NEW WALL SCONCE IN EXISTING LOCATION. CONNECT TO NEW CIRCUIT AND CONTROL AS SHOWN. Og OCCUPANCY SENSOR TO BE WIRED IN CIRCUIT TO CONTROL LIGHTING AS VACANCY SENSOR. 10 LIGHT FIXTURE INSTALLED UNDER BAR. COORDINATE LOCATION WITH CASEWORK SUPPLIER. 11 LIGHT FIXTURE INSTALLED UNDER SHELF. COORDINATE LOCATION WITH CASEWORK SUPPLIER. 12 DIMMING SYSTEM MAIN CONTROL UNIT. 16 ZONE, WITH INTEGRAL TIMER AND POWER MODULES AS REQUIRED TO CONTROL LIGHTING SHOWN. UNIT TO BE COMPATIBLE WITH LED DRIVERS OF FIXTURES. DIMMING SYSTEM TO SIMILAR TO LUTRON QS SERIES. 13 DIMMING SYSTEM ENTRY STATION, 1 SCENE. 14 COORDINATE LOCATION WITH ARCHITECT. 15 CONNECT NEW LIGHT FIXTURE TO EXISTING CONTROLLED LIGHTING CIRCUIT THAT SERVED THE PORCH LIGHTING THAT WAS REMOVED. 16 INSTALL FAN CONTROLLERS IN WEATHERPROOF COVERS AND PROVIDE CONTROL WIRING AS REQUIRED. 17 INSTALL CEILING FAN PROVIDED BY OTHERS. 18 RELOCATED SWITCHES FOR CORRIDOR LIGHTING. ,� rn O 3 _ DM -3 ii O DM -6 . �, r k a ;b a DM -5 F 16 - F �O • 5 O 5 �� p�S`' Fad Fad Fad Fad Fad Fad Fad Fad Fa Fa 17 7- Fi16' -r h h h h h h h h F F 15 O DM -5 DM -5 DM -5 DM -5 DM -5 DM -5 DM -5 DM -5 a DM -8 <C a0 21-1-1 l 17 i 21-4-8 15 14 �f�1 1 � - 4 ' i 17 1 ` (�p1 I1M Fa l l F DM -11 DM -11 21-4-12 aM.6 _, DMr6 DM -6 F 'ltiM-8 i, % d Fad Fad Fad ��$-� Fad Fad IFI$ -1 Fad Fad Fa a 15 -- -- - a - h hl O I h h1 O 1 h h 16 15 16 h M-8 - DM -5 DM -5 DM4---J DM -5 DM-54�,j DM -5 DM -5 17 2L4$ �t Fa r _ - �] 1 - ' 14 14 DM -5 i Fa 15 15 i DM -13 ��$ DM -13 17 O ii i l 2L4-8 - 13 �Yc i Fall i Fad Fad 1 O I Fad Fad 1 O-1 Fdd Fad F6, Fa ' I 1 0 1 L -- k ----k -- k 14 n k k 14 k k 15 DML 7 DM -7 bM 7 DM -7 DM -7 DM -7 DM -7 15 1 '---------- � `� � . � � 1. �` �i 17 2L4-10 i r Fa VI 2L4-12 - Fa9 9 g 9 9 9 F k Fak Fak i Fak Fak Fak Fak ;i F 15 a 21-4-10 - P( DM -7 DM -7 DMJ7' i DNit7 N _DM -7 DM -7 DM -7 O 15 h...: DM -9 f EM1 t 'M'$ f Fad -- - - - -Ud -- �Od Fad Fad Fad Fad Fa k k k k k k k 15 M-7 DM -7 DM -7 DM -7 DM -7 DM -7 DM -7 i DM -9 21-1-1 17 \ 21-4-14 F a F d F d F d F d F d F d F d F sd F - a a s a s a k k k k k k k k I DM -7 DM -7 DM -7 DM -7 DM -7 DM -7 DM -7 DM -7 15 DM -7. _, { -- �- 16 S �21-4-14 XIT 2L4-14 Fa Fa 15 15 15 15 y L 17 17 I I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoQie&1ch.com SEAL R. �\sr fR;r zex No. Ei :.10200105 _ ; STATE OF �,'rrrllnl►►►� DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 1.2023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE UPPER LEVEL LIGHTING PLAN �E211 ISSUED FOR CONSTRUCTION I -0 16 'A O O 1V 1D 3 -,r FF F Y -------------- [2 -----------[2 3 n- ----------- a" 21-2�14 '� 4 214 r.., �3 —/ 21-2-14 S� J S ii T O L4-1 t� a� �P.I v N. F F ° „F21-4- S ^n rrf r2 2L4-1 1V,1D 21-4-1 :I- -v/ �l GENERAL NOTES: PLAN NOTES: 1. ALL DEVICES SHOWN TO BE O1 DEVICE(S) INSTALLED ABOVE INSTALLED ON EXISTING WALLS SHALL COUNTERTOP OR SINK AT +2" ABOVE BE INSTALLED FLUSH IN WALLS WITH BACKSPLASH TO BOTTOM OF DEVICE. WIRING CONCEALED IN EXISTING COORDINATE MOUNTING`, HEIGHT WITH WALL. CUT AND PATCH EXISTING CASEWORK SUPPLIER. WALLS AS REQUIRED. O2 EXISTING DEVICE TO REMAIN. 2. ALL CIRCUIT NUMBERS FROM PROTECT EXISTING SERVICES. EXISTING PANELBOARDS SHOWN ARE O RELOCATED EXISTING DEVICE. EXISTING CIRCUITS THAT SERVED THE EXTEND EXISTING SERVICES TO THIS EXISTING DEVICES THAT WERE NEW LOCATION. REMOVED. CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. O CONNECT NEW RECEPTACLE TO 3. ALL DEVICES SHOWN IN LIGHTER EXISTING RECEPTACLE CIRCUIT THAT SHADE INDICATE EXISTING DEVICES SERVED THIS ROOM. TO REMAIN. O DEVICE(S) FOR WALL MOUNTED 4. CONTRACTOR SHALL COORDINATE TELEVISION. COORDINATE MOUNTING DEVICE COVERPLATES WITH EXISTING HEIGHT WITH OWNER. CONDITIONS. INSTALL LIKE O6 EXTEND EXISTING CIRCUIT FROM COVERPLATES IN LIKE AREAS. SOME EXISTING RECEPTACLE TO NEW COVERPLATES ARE BRASS AND DEVICE. OTHERS ARE NYLON. 5. ALL NEW FIRE ALARM DEVICES �7 RECEPTACLE FOR KITCHEN EQUIPMENT. COORDINATE MOUNTING SHALL BE CONNECTED TO THE HEIGHT AND LOCATION. EXISTING FIRE ALARM SYSTEM. PROVIDE ALL MODIFICATIONS O8 DATA OUTLET FOR POS SYSTEM. REQUIRED TO THE EXISTING FIRE PROVIDE DATA CABLES AS REQUIRED ALARM PANEL TO SUPPORT THE NEW A TO POS SYSTEM EQUIPMENT. VERIFY DEVICES. NEW DEVICES SHALL MATCH LOCATION. EXISTING TYPES. Og EXISTING CIRCUIT MADE SPARE FROM DEMOLITION OF DINING ROOM. 10 CIRCUIT CONNECTION TO FIREPLACE. 11 PROVIDE 120V TO 24 VAC TRANSFORMER FOR HEATERS AS REQUIRED. 12 ELECTRONIC TIMER SWITCH. 0-2 HOURS TO CONTROL RADIANT HEATERS. 2'1, \ 7 7 F 82 N \ \ ' 7 Arl 3f 3 21-4-'' , I S TEF O ' R. \. 1, �F T 'FR a /47 5 C. F: d 1 r; I JI � 21- _ 1 V _ F WP 1 �\ 4"' - 2 G : � , 21-2- 5202-17 3 O �I- .. � 3 �21-4-6 a! h M 11 21-4, 4 - \N 21-2-1 2r R-1 =WPI ----- _ -� >' '.17 N� -F I I i P 1-2-1 F: 12 .-44-6 b _ 21-2-17 �. Cr 21-2-17 - ---Cn WP/GFI 2- 10 Y' " w _ 21- f N_:l -17 � � -�,, �1 ..� 21- 1 214-6 a , ml R-1 o_ _ ,I _ 1 A F - I e X� 21-4-6 I IR -1 f; 77- - Kuo Diedrich 334 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. h u oD i ed rich . coal DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE UPPER LEVEL POWER/SYSTEMS PLAN �E212 ISSUED FOR CONSTRU-TION NOTES: 1. EMERGENCY BALLAST SHALL OPERATE TWO LAMPS 2. ROOM SWITCH SHALL OPERATE ALL LAMPS SWITCH l:NUU1 I AJ 5HuvvN ON DRAWINGS TYPICAL SWITCHED LIGHT FIXTURE W/ INTEGRAL BATTERY BALLAST WIRING DIAGRAM NOT TO SCALE 12 GAUGE HANGER WIRE OR CHAIN FOR FIXTURE SUPPORT CONNECTED TO STRUCTURE ABOVE. - SUPPORT AT LEAST THE 2 OPPOSITE CORNERS OF LIGHT FIXTURE. JUNCTION BOX FLEXIBLE CONDUIT O O O W/#12 WIRE (6' MAX.) p LAY-IN,CEILING . LAY -IN -CEILING SEISMIC CLIP LAY -IN CEILING LAY -IN LIGHT FIXTURE DETAIL NO SCALE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDiedrich.com SEAL ;XS T E,p�,�� 3►: O : 4 No. ' 10200105 =ti= DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE ELECTRICAL SYMBOLS SHffT E401 ISSUED FOR CONSTRUCTION FEEDER AND BRANCH CIRCUIT SCHEDULE NOTE: SEE DRAWINGS FOR NUMBER OF WIRES IN HOMERUN FEEDER/BRANCH CIRCUIT DESIGNATION CONDUCTOR SIZE TYPE CABLE CONDUIT PHASE $ NEUTRAL EQUIPMENT GROUND ALUMINUM COPPER 200 FEET F20 12 12 360 FEET X MC CABLE F30 10 10 F60 X MC CABLE F40-50 8 10 FEEDERS AND ELEVATOR X MC CABLE F60 6 10 X MC CABLE F70 -F80 4 8 X MC CABLE F90 3 8 X MC CABLE F100 3 8 FUSIBLE SWITCH. PROVIDE X 1-1/4" F125 1/0 4 X MFS i 2" F150 3/0 4 X MLO 2- "F175 F175 4/0 2 X I k I I k I k 2-112" F200 250 1 X 2-1/2" F225 300 1 X 3- F250 350 1/0 X 3" F300 500 2/0 X 3-1/2" F350 700 2/0 X 4- F400 2 RUNS OF 250 2/0 X 2-1/2" EACH F600 2 RUNS OF 500 2/0 X 3-1/2" EACH F1000 3 RUNS OF 600 4/0 X 4" EACH F2000 6 RUNS OF 600 4/0 X 4" EACH F3000 8 RUNS OF 750 - X 4" EACH VOLTAGE DROP FOR 20A BRANCH CIRCUITS FEEDER SIZE TO USE MAXIMUM DISTANCE ALLOWED T 120V 277V F20 100 FEET 200 FEET F30 150 FEET 360 FEET 1 L5 F40-50 240 FEET 550 FEET F60 385 FEET 885 FEET 120/208 i i FEEDERS AND ELEVATOR NOTES: 1. 20 A BRANCH CIRCUITS SHALL BE SIZED FOR VOLTAGE DROP. WIRE SIZES ARE NOT INDICATED ON THE DRAWINGS TO COMPENSATE FOR VOLTAGE DROP FOR THESE CIRCUITS. CONTRACTOR SHALL UTILIZE WIRE SIZE SHOWN ABOVE FOR DISTANCES LISTED ABOVE. 2_ VOLTAGE DROP WIRE SIZES WILL BE STRICTLY INFORCED. CONTRACTOR SHALL SUBMIT A LIST OF CIRCUITS THAT WILL EXCEED THE DISTANCES ALLOWED AND INDICATE WIRE SIZE TO BE USED PRIOR TO ANY WIRE BEING INSTALLED ZL 1201208 3P -4W 100A MLO F100 AAGlt F100 MDP t F100 SECOND FLOOR — — — — — — — — — — — — — — — ----------------r---------, 1 T I T I EXISTING MDP 1 L4 1 L5 - - CONNECT NEW PANEL 120/208 i i FEEDERS AND ELEVATOR 120/208 120/208 3P -4W i FEEDER TO EXISTING 3P -4W 3P -4W I I SPARE 3P -100A SPARE I 1600A I FUSIBLE SWITCH. PROVIDE 100A 100A MFS i NEW 100A CURRENT MLO MLO I LIMITING, TIME DELAY I k I I k I k FUSES I ---------------- --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FIRST FLOOR — — — — — — — — — — — — — — — — — — — — — — ONE LINE RISER DIAGRAM NO SCALE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDIe&lch.com SEAL R. ZaV ° 10200105 ° :: STATE OF ,FSS oD 0 NAII- �� ��nr,rn111111 0 kl�k P g DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAM DGS CHECKED DGS ONE LINE RISER �E501 ISSUED FOR CONSTRUCTION PROVIDE TELEVISION SYSTEM AMPLIFIERS AS REQUIRED. PROVIDE SPLITTERS AS RG6 COAX CABLES FROM EACH JACK TO TELEPHONE BOARD (TYPICAL) - —RG6 COAX - - - - - - - - - - - - - - - - - - - I CAT 5e VOICE CABLES FROM EACH JACK TO CAT 5e DATA CABLES FROM I TELEPHONE BOARD EACH JACK TO IDF ROOM I-- - - - - - - - - - - - - - - - I - - I I I I I EXISTING IDF RACK TO BE REMOVED. I I ALL EXISTING CABLES SHALL BE MOVED (1) 1"C TO ABOVE TO NEW IDF RACK AND TERMINATED IN I ACCESSIBLE CEILING. I P NCHDOWN BLOCKS AS REQURIED PATCH PANELS. IF CABLES ARE NOT I U TO TERMINATE ALL VOICE CABLES. LONG ENOUGH FOR RELOCATION, DATA ALL CROSS CONNECTION WILL BE JACKS SHALL BE REWIRED. NO DONE BY THE OWNER. SPLICING WILL BE ALLOWED. THERE ARE TOTAL OF 36 EXISTING DATA WIRE MANAGEMENT JACKS HERE. EXISTING CCN CABLES PATCH. PANEL (-- -, WIRE MANAGEMENT ARE INSTALLED IN THIS WALL. ALL CCN I I PATCH PANEL TERMINATE CONDUIT WITH BUSHING (1) 3/4"C TO ABOVE ACCESSIBLE CEILING. TERMINATE CONDUIT WITH BUSHING REQUIRED. CABLES SHALL BE MOVED TO NEW fDF I I WIREMANAGEMEN. TYPICAL TELECOMMUNICATIONS JACK. TYPICAL TELEVISION OUTLET_ PROVIDE PAN PANEL RACK AND TERMINATED IN PATCH �----� THE NUMBER (2V) LOCATED NEXT TO 2 GANG BOX WITH SINGLE GANG WIRE MAnaNAceMENT EXISTING TELEPHONE MAT. PANELS. IF CABLES ARE NOT LONG THE SYMBOL INDICATES NUMBER OF PLASTER RING AND JACK PATCNPANEi ENOUGH FOR RELOCATION, CCTV WIRE MANAGEMENT VOICE CABLES TO BE INSTALLED FROM CAMERAS SHALL BE REWIRED. NO JACK TO TELEPHONE BOARD. THE SPLICING WILL BE ALLOWED. THERE NUMBER (2D) LOCATED NEXT TO THE ARE TOTAL OF 21 EXISTING CCN SYMBOL INDICATES NUMBER OF DATA CAMERAS HERE. COORDINATE ALL CABLES TO BE INSTALLED FROM JACK RELOCATIONS WITH THE OWNERS TO IDF. PROVIDE A JACK FOR EACH VENDORS. CABLE. WALL TELEPHONES SHALL HAVE (1) CABLE INSTALLED FROM JACK TO TV 12V, 2D TELEPHONE BOARD. NEW EQUIPMENT RACK AS REQUIRED. PROVIDE PATCH PANELS AS REQUIRED FOR CABLES REQUIRED PLUS EXTRA 12 FUTURE CABLES. TELECOMMUNICATION/CCTV/TELEVISION SYSTEM SCHEMATIC NO SCALE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,KuoDie&lch.com SEAL �111111111111///��� YT ,yam; � O•: N0. 10200105 STATE OF •�; //lllllfA1111\ DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN DGS CHECKED DGS TITLE ELECTRICAL SCHEMATICS SHEET E502 ISSUED FOR CONSTRUCTION LIGHT FIXTURE SCHEDULE LAMP ACCEPTABLE TYPE DESCRIPTION VOLT NO. & TYPE MOUNT LENS SERIES NO. MANUFACTURERS REMARKS NO. & TYPE SERIES NO. F1 NOMINAL 6"DIA APERTURE x 8 1/2" HIGH LED 120 36W LED 2700K, CEILING PORTFOLIO PORTFOLIO DOWNLIGHT WITH SELF FLANGE, SPUN .050" THICK 1500 DELIVERED RECESSED LD620 PRESCOLITE ALUMINUM LOWER REFLECTOR, SPECULAR CLEAR LUMENS, 50,000 GOTHAM ALED FINISH, 50 DEG CUTOFF, +80 CRI, UL LISTED FOR HOUR RATED LIGHTOLIER PROTECTED WET LOCATIONS, DIMMABLE WHERE INCANDESCENT SHOWN LAMPS I F2 NOMINAL ZxZx6" DEEP TROFFER, DIE -FORMED 120 (2)40W BIAX CEILING WHITE METALUX RDI LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING DIRECTANDIRECT RECESSED PERFORATED 2O -7710 -07 -CTO METALUX ELECTRONIC F 18 FIXTURE WITH CENTER PERFORATED ROUND HOLE 120 (10) 40W CAND. TYPE SUSPENDED METAL SANDY CHAPMAN COLUMBIA BALLAST DIFFUSER, WHITE OVERLAY DIFFUSER, 70% LAMPS i i SL5863HAB-NP2 LIGHTOLIER F19 EFFICIENT 120 (2) 32W F32T8 SURFACE CLEAR LOW METALUX VT2 LITHONIA PROGRAM START F3 NOMINAL Zx4'x6" DEEP TROFFER, DIE -FORMED 120 (3)32W F32T8 CEILING WHITE METALUX RDI LITHONIA PROGRAM START CODE GAUGE STEEL HOUSING DIRECT/INDIRECT RECESSED PERFORATED METALUX ELECTRONIC FIXTURE WITH CENTER PERFORATED ROUND HOLE METAL COLUMBIA BALLAST DIFFUSER, WHITE OVERLAY DIFFUSER, 70% 15% HIGH IMPAC LIGHTOLIER EFFICIENT ADDITIVE F4 OVER MIRROR LIGHT, NOMINALLY 24" W x 3.25" H x 4" 120 (1) 14W T5 WALL ACRYLIC OXYGEN 2-5131 SERIES OXYGEN LIGHTING PROGRAM START D, MATTE WHITE ACRYLIC DIFFUSER, SATIN NICKEL 3.76W PER FOOT MOUNTED D ELECTRONIC FINISH LIGHTOLIER BALLAST - COST EXTRUSION, SCREW DOWN END CAPS, 57 HEALTHCARE LIGHTING ALLOWANCE = $275 LUMEN/WATT, 200 LUMENIFT, 2700K, PROVIDE ALL PER FIXTURE POWER/TRANSFORMERS REQUIRED, MAX LENGTH (MATERIAL ONLY) 25'-0", FIXTURES TO BE SWITCHED REMOTELY INCLUDES LAMP & F21 NOMINAL 7" x 4' FLUORESCENT LIGHT FIXTURE, 120 (1) 32W F32T8 SURFACE POLYCARBONATELUMINAIRE VERTEX 7 LUM[NA[RE FREIGHT F5 NOMINAL 4' LONG SURFACE WRAPAROUND LIGHT 120 (3)32W F32T8 SURFACE ACRYLIC METALUX WS SERIES LITHONIA PROGRAM START FIXTURE, WHITE STEEL HOUSING WRAPAROUND METALUX ELECTRONIC FIXTURE COLUMBIA BALLAST LIGHTOLIER F6 NOMINAL 4"DIA APERTURE x 6" HIGH LED 120 25W LED 270OK, CEILING PORTFOLIO LIGHTOLIER EXITNOMINALLY DOWNLIGHT WITH SELF FLANGE, SPUN .050" THICK 120 1000 DELIVERED RECESSED LD413 SERIES PRESCOLITE ALUMINUM LOWER REFLECTOR, SPECULAR CLEAR LUMENS, 50,000 PORTFOLIO ® FINISH, 50DEG CUTOFF, +80 CRI, UL LISTED FOR HOUR RATED GOTHAM ALED PROTECTED WET LOCATIONS, DIMMABLE WHERE LITHONIA SHOWN F7 NOMINAL 2'x4'x4 1/2" DEEP FLUORESCENT TROFFER, 120 (3) 32W F32T8 CEILING PATTERN NO. 12 METALUX GC8 LITHONIA PROGRAM START DIE -FORMED CODE GAUGE STEEL HOUSING, FLUSH RECESSED 0.125" NOMINAL COLUMBIA ELECTRONIC EX2NOMINALLY STEEL HINGE AND LATCH DOOR, BAKED WHITE 120 MULTIPLE LED UNIVERSAL PRISMATIC SURE LITES LPX METALUX BALLAST ENAMEL FINISH WITH MINIMUM 85% REFLECTANCE, WITH DIFFUSING ACRYLIC LIGHTOLIER ® FOAM GASKETED DOOR FRAME TO PREVENT LIGHT PANEL DUAL -LITE LEAKS LITHONIA F8 NOMINALLY 4' LONG UNDERCOUNTER LIGHT COLD 120 (1)32W F32T8 SURFACE LATERAL PRISM ALKCO SF SERIES ALKCO PROGRAM START ROLLED STEEL HOUSING WITH SOLID FRONT DISTRIBUTION BELFER ELECTRONIC LATERAL PRISM LENS, WHITE FINISH, FIXTURE LENS FAILSAFE BALLAST SHALL BE FREE OF EXPOSED EDGES AND VISIBLE FASTENERS, DIRECT WIRED AND REMOTE SWITCHED 120 (2) 5.4W PAR36 WALL SURE LITES CHEL LITHONIA F9 NOMINAL 6"DIA APERTURE x 8 1/2" HIGH LED MEDIUM 120 36W LED 2700K, CEILING PORTFOLIO PORTFOLIO BEAM WALLWASHER WITH SELF FLANGE, SPUN .050" 1500 DELIVERED RECESSED LD620 PRESCOLITE THICK ALUMINUM LOWER REFLECTOR, SPECULAR LUMENS, 50,000 ALED CLEAR FINISH, 50 DEG CUTOFF, +80 CRI, UL LISTED HOUR RATED LIGHTOLIER LIGIER FOR PROTECTED WET LOCATIONS, DIMMABLE 120 (2) 6W WEDGE XENON WALL SURE -LITE UEL LITHONIA EM1 WHERE SHOWN LIGHTOLIER F1 0 NOMINAL 28" W x 28" D x 43" H CHANDELIER, BLACK 120 PROVIDE SUSPENDED MCLAIN WIESAND MCLAIN WIESAND WITH ANTIQUE BRASS DETAILS FINISH FLUORESCENT GRANDE LANTERN DUAL LITE NI -CAD BATTERY SCREW IN LAMPS I EQUIVALENT TO INCANDESCENT i i LAMPS I I F1 1 NOMINAL 12.5" L x 13" W x 7.5" H WALL SCONCE WITH 120 PROVIDE WALL 5. LIGHT FIXTURE TYPES WITH SUFFIX "q" (LIKE Flq) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. BARBARA BERRY BARBARA BERRY PEWTER FINISH FLUORESCENT BBL2039PWT-S SCREW IN LAMPS EQUIVALENT TO INCANDESCENT LAMPS F12 NOMINAL 7.5" W x 12.75" H SURFACE MOUNTED 120 (1) 75W A19 CEILING THOMAS OBRIEN THOMAS OBRIEN FIXTURE WITH POLISHED NICKEL FINISH TOB4006PN-WG F13 NOMINAL 13"W x 8.75" D x 32" H WALL SCONCE WITH 120 PROVIDE WALL HUDSON VALLEY HUDSON VALLEY ANTIQUE NICKEL FINISH FLUORESCENT 3112 -AN SCREW IN LAMPS EQUIVALENT TO INCANDESCENT LAMPS F14 NOMINAL 9.25" W x 5.25" H SURFACE MOUNTED 120 PROVIDE CEILING HUDSON VALLEY HUDSON VALLEY FIXTURE WITH POLISHED NICKEL FINISH FLUORESCENT J87099 SCREW IN LAMPS EQUIVALENT TO INCANDESCENT LAMPS F15 NOMINAL 4.75" W x 4" D x 14" H WALL SCONCE WITH 120 PROVIDE WALL HUDSON VALLEY HUDSON VALLEY POLISHED CHROME FINISH FLUORESCENT 420 -PC SCREW IN LAMPS EQUIVALENT TO INCANDESCENT LAMPS NOTES: 1. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. LAMP COLOR SHALL BE 2700 DEGREE K, +80 CRI 2. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 3. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE F1d) SHALL BE EQUIPPED WITH A 1% DIMMING BALLAST OR DRIVER 4. LIGHT FIXTURE TYPES WITH SUFFIX "f' ( LIKE F1f) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 5. LIGHT FIXTURE TYPES WITH SUFFIX "q" (LIKE F1q) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. 6. LIGHT FIXTURE TYPES WITH SUFFIX "EM" (LIKE F1 -EM) SHALL BE EQUIPPED WITH EMEGENCY BATTERY BALLAST. EMERGENCY BALLAST SHALL OPERATE 2 LAMPS AT 1100 LUMENS MINIMUM. LIGHT FIXTURE SCHEDULE ACCEPTABLE TYPE DESCRIPTION VOLT LAMP MOUNT LENS SERIES NO. MANUFACTURERS REMARKS NO. & TYPE SERIES NO. F16 NOMINAL 13" W x 5.25" H SURFACE MOUNTED 120 PROVIDE CEILING HUDSON VALLEY HUDSON VALLEY FIXTURE WITH POLISHED NICKEL FINISH FLUORESCENT 3322 -PN SCREW IN LAMPS EQUIVALENT TO INCANDESCENT LAMPS I F17 NOMINAL 4.5" W x 4.8" W x 9.4" H WALL SCONCE WITH 120 (1) 40W G9 WALL HUBBARDTON FORGE HUBBARDTON FORGE DARK SMOKE FINISH 2O -7710 -07 -CTO i i I F 18 NOMINAL 36" W x 52" H CHANDELIER, WITH ANTIQUE 120 (10) 40W CAND. TYPE SUSPENDED SANDY CHAPMAN SANDY CHAPMAN BRASS FINISH LAMPS i i SL5863HAB-NP2 F19 NOMINAL 1'X4' FLUORESCENT PIT LIGHT WITH HIGH 120 (2) 32W F32T8 SURFACE CLEAR LOW METALUX VT2 LITHONIA PROGRAM START IMPACT DIFFUSER, CAM LATCHES, METAL MOUNTED BRIGHTNESS METALUX ELECTRONIC REINFORCED FIBERGLASS HOUSING, CONTINUOUS PATTERN LIGHTOLIER BALLAST POLYURETHANE GASKETING, UL LISTED WET ACRYLIC WITH COLUMBIA LOCATION 15% HIGH IMPAC ADDITIVE F20 NOMINAL 1" W X I/Z'H LED SURFACE MOUNTED 120 LED, 2700K, 24V SURFACE POLYCARBONATE ELIO VEGA II OIO -- LINEAR TASK LIGHT. REFER TO DRAWINGS FOR 3.76W PER FOOT MOUNTED D LENGTHS, POLYCARBONATE LENS, ALUMINUM LIGHTOLIER EXTRUSION, SCREW DOWN END CAPS, 57 HEALTHCARE LIGHTING LUMEN/WATT, 200 LUMENIFT, 2700K, PROVIDE ALL POWER/TRANSFORMERS REQUIRED, MAX LENGTH 25'-0", FIXTURES TO BE SWITCHED REMOTELY F21 NOMINAL 7" x 4' FLUORESCENT LIGHT FIXTURE, 120 (1) 32W F32T8 SURFACE POLYCARBONATELUMINAIRE VERTEX 7 LUM[NA[RE PROGRAM START WHITE STEEL HOUSING, EXTRUDED MOUNTED KENALL ELECTRONIC POLYCARBONATE LENS. .160" THICK, VANDLEPROOF LIGHTOLIER BALLAST FIXTURE FAILSAFE NUSTAR EXITNOMINALLY 8 -5/8"x11 -3/4"x2" DEEP LED ELECTRONIC 120 MULTIPLE LED UNIVERSAL SURE LITES ES SURE-LITES EDGE LIT EXIT LIGHT, SINGLE OR DOUBLE FACE AS WITH DIFFUSING LIGHTOLIER ® INDICATED ON DRAWING DOCUMENTS, UNIVERSAL PANEL DUAL -LITE SURFACE MOUNTING CANOPY, END, BACK OR TOP LITHONIA MOUNT, DOWN LIGHT, DIRECTIONAL ARROW PANEL, 6"x3/4" STROKE STENCIL FACE RED LETTERS "EXIT", NICKEL CADMIUM BATTERY EX2NOMINALLY 8 -5/8"x11 -3/4"x2" DEEP LED ELECTRONIC 120 MULTIPLE LED UNIVERSAL SURE LITES LPX SURE-LITES EXIT LIGHT, SINGLE OR DOUBLE FACE AS INDICATED WITH DIFFUSING LIGHTOLIER ® ON DRAWING DOCUMENTS, THERMOPLASTIC PANEL DUAL -LITE HOUSING WHITE FINISH, UNIVERSAL SURFACE LITHONIA MOUNTING CANOPY, END, BACK OR TOP MOUNT, DOWN LIGHT, DIRECTIONAL ARROW PANEL, 6"x3/4" STROKE STENCIL FACE RED LETTERS "EXIT", NICKEL CADMIUM BATTERY 6 VOLT ARCHITECTURAL EMERGENCY BATTERY PACK 120 (2) 5.4W PAR36 WALL SURE LITES CHEL LITHONIA WITH WITH WHITE THERMOPLASTIC HOUSING, LIGHTOLIER SEALED LEAD BATTERY, SELF DIAGNOSTIC SURE-LITES CAPABILITY, TEST SWITCH AND FRONT MOUNTED DUAL -LITE HEADS OUTDOOR EMERGENCY BATTERY LIGHT WITH DIE CAST 120 (2) 6W WEDGE XENON WALL SURE -LITE UEL LITHONIA EM1 ALUMINUM HOUSING, BRUSHED NICKEL FINISH, UL WE LIGHTOLIER LOCATION, COLD WEATHER LISTED BATTERY LISTED SURE-LITES FROM ZERO TO 122 DEGREE, SELF DIAGNOSTICS, DUAL LITE NI -CAD BATTERY I i i I I NOTES: 1. ALL LIGHT FIXTURES TO BE SUPPLIED WITH LAMPS. LAMP COLOR SHALL BE 2700 DEGREE K, +80 CRI 2. LIGHT FIXTURE TYPES WITH SUFFIX "a" ( LIKE Fla) SHALL BE EQUIPPED WITH TWO BALLASTS FOR DUAL LEVEL SWITCHING 3. LIGHT FIXTURE TYPES WITH SUFFIX "d" ( LIKE F1d) SHALL BE EQUIPPED WITH A 1% DIMMING BALLAST OR DRIVER 4. LIGHT FIXTURE TYPES WITH SUFFIX "f ( LIKE F1f) SHALL BE EQUIPPED WITH A DRYWALL FRAME KIT TO BE INSTALLED IN DRYWALL OR PLASTER 5. LIGHT FIXTURE TYPES WITH SUFFIX "q" (LIKE Flq) SHALL BE EQUIPPED WITH QUARTZ RESTRIKE. 6. LIGHT FIXTURE TYPES WITH SUFFIX "EM" (LIKE F1 -EM) SHALL BE EQUIPPED WITH EMEGENCY BATTERY BALLAST. EMERGENCY BALLAST SHALL OPERATE 2 LAMPS AT 1100 LUMENS MINIMUM. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www,Kuc)DledFich.com SEAL `����►1111111////// R. ST'/%, No. 10200105 1= :. STATE OF .NDIANA N.•A•�, II DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 1.01.12 DRAWN DGS CHECKED DGS TITLE LIGHT FIXTURE SCHEDULE E 6 0 1 ISSUED FOR CONSTRUCTION ELECTRICAL PANELBOARD SCHEDULE PANEL I.D. 11-4 VOLTAGE 120/208 PHASENVIRE 3/4 MAIN 100A MLO IC RATING 10.000 AIC MOUNT FLUSH ENTRY - GROUND BUS YES LOCATION xxxx REMARKS SUB -FEED LUGS LIGHT KW RECPT KW MISC KW DESCRIPTION BREAKER CKT. NO. PHASE A B C CKT. NO. BREAKER DESCRIPTION LIGHT KW RECPT KW MISC KW AMP POLE AMP POLE 2L2-7 SWITCH M2 RECEPTACLES 20 1 1 T 2 20 1 RECEPTACLES 1L1-4 SWITCH M3 8 11-1-6 SWITCH M3 RECEPTACLES 20 1 3 10 4 20 1 RECEPTACLES SPARE 12 SPARE - RECEPTACLES 20 1 5 14 6 20 1 RECEPTACLES SPARE " 16 SPARE RECEPTACLES 20 1 7 8 20 1 RECEPTACLES RECEPTACLES 20 1 9 10 20 1 RECEPTACLES RECEPTACLES 20 1 11 12 20 1 RECEPTACLES RECEPTACLES 20 1 13 14 20 1 RECEPTACLES RECEPTACLES 20 1 15 16 20 1 RECEPTACLES RECEPTACLES 20 1 17 18 20 1 SPARE RECEPTACLES 20 1 19 20 20 1 SPARE RECEPTACLES 20 1 21 22 20 1 SPARE SPARE 20 1 23 24 20 1 SPARE SPARE 20 1 25 26 20 1 SPARE SPARE 20 1 27 28 20 1 SPARE SPARE 20 1 29 30 20 1 SPARE SPARE 20 1 31 32 20 1 SPARE SPARE 20 1 33 34 20 1 SPARE SPARE 20 1 35 36 20 1 SPARE SPARE 20 1 37 38 20 1 SPARE SPARE 20 1 39 40 20 1 SPARE SPARE 20 1 41 42 20 1 SPARE TOTAL KW TOTAL AMP PANEL I.D. ELECTRICAL PANELBOARD SCHEDULE PANEL I.D. 11-5 VOLTAGE 120/208 PHASE/WIRE 3/4 MAIN 100A MLO [CRATING 10,000 AIC MOUNT SURFACE ENTRY - GROUND BUS YES LOCATION xxxx REMARKS LIGHT KW RECPT KW MISC KW DESCRIPTION BREAKER CKT. NO. PHASE A B C CKT. NO. BREAKER DESCRIPTION LIGHT KW RECPT KW MISC KW AMP POLE AMP POLE 2L2-7 SWITCH M2 RECEPTACLES 20 1 1 T 2 20 1 1 RECEPTACLES 1L1-4 SWITCH M3 8 11-1-6 SWITCH M3 RECEPTACLES 20 1 3 10 4 20 1 RECEPTACLES SPARE 12 SPARE - RECEPTACLES 20 1 1 5 14 6 20 1 RECEPTACLES SPARE " 16 SPARE RECEPTACLES 20 1 7 8 20 1 RECEPTACLES RECEPTACLES 20 1 9 10 20 1 RECEPTACLES RECEPTACLES 20 1 11 12 20 1 RECEPTACLES RECEPTACLES 20 1 13 14 20 1 RECEPTACLES RECEPTACLES 20 1 15 16 20 1 RECEPTACLES SPARE 20 1 1 17 18 20 1 RECEPTACLES SPARE 20 1 19 20 20 1 RECEPTACLES SPARE 20 1 21 22 20 1 RECEPTACLES SPARE 20 1 23 24 20 1 SPARE SPARE 20 1 25 26 20 1 SPARE SPARE 20 1 27 28 20 1 SPARE SPARE 20 1 29 30 20 1 SPARE SPARE 20 1 31 32 20 1 SPARE SPARE 20 1 33 34 20 1 SPARE SPARE 20 1 1 35 36 20 1 SPARE SPARE 20 1 37 38 20 1 SPARE SPARE 20 1 39 40 20 1 SPARE SPARE 20 1 41 42 20 1 SPARE TOTAL KW TOTAL AMP PANEL I.D. - ELECTRICAL PANELBOARD SCHEDULE PANEL I.D. 21-4 VOLTAGE 120/208 PHASENVIRE 3/4 MAIN 100A MLO IC RATING 10.000 AIC MOUNT SURFACE ENTRY - GROUND BUS YES LOCATION xxxx REMARKS - LIGHT KW RECPT KW MISC KWAMP DESCRIPTION BREAKER CKT. NO. PHASE ABC CKT. NO. BREAKER DESCRIPTION LIGHT KW RECPT KW MISC KW JPOLE SWITCH M2 AMP POLE 2L2-7 SWITCH M2 RECEPTACLES 20 1 1 6 2 20 1 RECEPTACLES 1L1-4 SWITCH M3 8 11-1-6 SWITCH M3 RECEPTACLES 20 1 3 10 4 20 1 RECEPTACLES SPARE 12 SPARE - RECEPTACLES 13 1 5 14 6 20 1 HEATERS SPARE " 16 SPARE RECEPTACLES E20 1 7 8 20 1 SPARE RECEPTACLES 1 9 10 20 1 SPARE RECEPTACLES 20 1 1112 20 1 SPARE RECEPTACLES 20 1 13 14 20 1 SPARE RECEPTACLES 20 1 15 16 20 1 SPARE SPARE 20 1 17 18 20 1 SPARE SPARE 20 1 19 20 20 1 SPARE SPARE 20 1 21 22 20 1 SPARE SPARE 20 1 23 24 20 1 SPARE SPARE 20 1 25 26 20 1 SPARE SPARE 20 1 27 28 20 1 SPARE SPARE 20 1 29 30 20 1 SPARE SPARE 20 1 31 32 20 1 SPARE SPARE 20 1 33 34 20 1 SPARE SPARE 20 1 35 36 20 1 SPARE SPARE 20 1 37 38 20 1 SPARE SPARE 20 1 39 40 20 1 SPARE SPARE 20 1 41 42 20 1 SPARE TOTAL KW TOTAL AMP PANEL I.D. ELECTRICAL RELAY PANEL SCHEDULE PANEL I.D. RP MOUNT SURFACE RELAY NO. CIRCUIT CONTROLLED CONTROLLED BY REMARKS 1 1L2-2 SWITCH M1 - 2 11-2-4 SWITCH M1 3 21-2-5 SWITCH M2 4 2L2-7 SWITCH M2 5 21-2-9 SWITCH M2 6 1L1-2 SWITCH M3 7 1L1-4 SWITCH M3 8 11-1-6 SWITCH M3 9 11-1-8 SWITCH M3 10 11-1-9 SWITCH M3 11 SPARE 12 SPARE - 13 SPARE 14 SPARE 15 SPARE " 16 SPARE NOTE: 1. RELAY PANEL SHALL HAVE INTEGRAL TIME CLOCK. 2. SYSTEM SHALL BE LEVITON EZ -MAX OR APPROVED EQUAL. 3. PROVIDE LOW VOLTAGE CONTROL SWITCHES AS SHOWN. SWITCHES SHALL HAVE COVERPLATES THAT MATCH DEVICE COVERPLATES. 4. RELAYS SHALL BE RATED 20A, 120V MINIMUM 5. PROVIDE 20A, 120V CIRCUIT FROM NEAREST ELECTRICAL PANEL TO RELAY PANEL FOR CONTROL. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. KuoDiedrich.corn SEAL R. \\Wtlltiuru//// No. 10200105 STATE OF , �v ////litt11111t1\\ DATE DESCRIPTION PROXCT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.41.12 DRAWN DGS CHECKED DGS TITLE PANELBOARD SCHEDULES E602 WOODLAND COUNTRY CLUB INTERIOR DESIGN DRAWINGS CARMEL , GENERAL NOTES INDIANA 1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS, REGULATIONS, ORDINANCES, BUILDING CODES AND OTHER REQUIREMENTS BEARING ON THE CONDUCT OF THE WORK. 2. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS. NOTIFY DESIGNER IMMEDIATELY OF ANY DISCREPANCY. 3. DO NOT SCALE FROM THESE DRAWINGS; DIMENSIONS GOVERN. 4. ALL DIMENSIONS ARE CLEAR UNLESS NOTED OTHERWISE. 5. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MARKS, RAISED GRAIN, ETC. ON EXPOSED SURFACES. ALL FASTENINGS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW. 6. ALL GYPSUM WALLBOARD CONSTRUCTION SHALL CONFORM TO RECOMMENDATIONS AND INSTRUCTIONS PUBLISHED BY UNITED STATES GYPSUM COMPANY IN THE GYPSUM CONSTRUCTION HANDBOOK. 46032 7. CONTRACTOR SHALL SUBMIT, FOR DESIGNER'S APPROVAL, SHOP DRAWINGS OF ALL MILLWORK AND MISCELLANEOUS SPECIAL FEATURES OR EQUIPMENT (I.E. RAISED FLOOR, FABRIC PAN, ETC.) PRIOR TO FABRICATION, BASED ON FIELD DIMENSIONS (WHICH MUST BE INDICATED ON SHOP DRAWINGS). NO EXCEPTION WILL BE ALLOWED WITHOUT PRIOR CONSENT OF THE DESIGNER. SHOP DRAWINGS TO BE SUBMITTED IN THE FORM OF ONE PAPER SEPIA AND ONE PRINT EACH, ALLOW TEN BUSINESS DAYS FOR REVIEW. 8. PRIOR TO INSTALLING OUTLETS, SWITCHES, THERMOSTATS, HVAC GRILLS, FIRE EXTINGUISHER CABINETS, FIRE ANNUNCIATOR, FIRE PULLS, FIRE STROBES, ETC CONTRACTOR MUST NOTIFY DESIGNER AT ONCE CONCERNING ANY OBSTRUCTION WHICH WOULD PROHIBIT THESE ITEMS FROM BEING LOCATED WHERE INDICATED ON DRAWINGS. CONTRACTOR MUST OBTAIN DIRECTION FROM DESIGNER FOR REVISED LOCATIONS AS REQUIRED. 9. ALL SWITCHES / DIMMER BOXES TO BE MOUNTED TIGHT TO EACH OTHER, WHERE MORE THAN ONE OCCUR. MULTIPLE SWITCHES AND/OR DIMMERS TO BE GANGED AND PROVIDED WITH SINGLE GANG PLATE, WHERE POSSIBLE. IN ADDITION, PHONE OUTLETS, SOUND SYSTEM CONTROLS AND COMPUTER OUTLETS SHOULD BE GANGED TIGHT TO ADJACENT SWITCHES OR OUTLETS. 10. PRIOR TO ORDERING FINISH MATERIALS, CONTRACTOR SHALL SUBMIT CURRENT PRODUCTION 6" X 6" MINIMUM SAMPLE OF EACH (IF DIFFERENT, ARCHITECTURAL SPECIFICATIONS SUPERSEDE) FINISH MATERIAL SPECIFIED (I.E. PAINT, WALLCOVERING, CARPET, MARBLE, TILE, VCT, ETC.). TO DESIGNER FOR APPROVAL. 11. THE OWNER/CLIENT AND JUNE PRICE INTERIORS SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF ANY AND ALL WORK. 12. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONTRACTOR, AND HE WILL BE RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON ALL DRAWINGS. 13. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE HIMSELF WITH THE GENERAL NOTES AND SPECIFICATIONS AND DETERMINE WHICH NOTES APPLY DIRECTLY TO HIS RESPONSIBILITY. EACH SUBTRADE WILL BE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING THEIR WORK AS APPLICABLE. ALL WORK INDICATED OR INFERRED ON THE DRAWINGS WILL BE DEEMED AND INCLUDED IN ALL CONTRACTORS COSTS. 14. NO MATERIAL SUBSTITUTIONS SHALL BE MADE. JUNE PRICE INTERIORS WILL CONSIDER MATERIAL CHANGE REQUESTS ON AN INDIVIDUAL BASIS. CONTRACTOR MUST SUBMIT SAMPLES AND CUT SHEETS, WITH SPECIFICATIONS, FOR WRITTEN APPROVAL BY JUNE PRICE INTERIORS. 15. CONTRACTOR RESPONSIBLE FOR CHECKING LEAD TIMES FOR ALL FINISHED MATERIALS AND RESPONSIBLE FOR MAKING SURE ORDERS ARE PLACED WITHIN APPROPRIATE TIME FOR DELIVERY. DELIVERY TIMES TO BE VERIFIED EARLY IN THE PROJECT, DUE TO SOME ITEMS HAVING LONG LEAD TIMES. CONTRACTOR WILL BE LIABLE FOR HOURLY DESIGN TIME FOR RESELECTIONS DUE TO NEGLIGENCE IN ORDER PLACEMENT. REFERENCE SOURCE LIST (ON FINISH SCHEDULE) FOR VENDOR'S NAME, ADDRESS, AND PHONE NUMBER FOR PRICING AND ORDERING, OF ALL FINISHES. 16. GENERAL CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL CONTRACTOR SUPPLIED FIXTURES AND INSTALL APPROPRIATE LAMPS PER LIGHT FIXTURE SCHEDULE. GENERAL CONTRACTOR TO PROVIDE AIMING OF ADJUSTABLE LIGHT FIXTURES, UNDER DESIGNER DIRECTION, UPON PROJECT COMPLETION. 17. MILLWORK CONTRACTOR SHALL PROVIDE ALL HARDWARE AND INTEGRAL LIGHTING REQUIRED FOR FINISHED INSTALLATION OF CABINETS. 18. SWITCHES, THERMOSTATS, FIRE PULLS, FIRE ANNUNCIATORS, FIRE STROBES, OUTLETS, FIRE EXTINGUISHER CABINETS, HVAC GRILLS ETC. ARE TO BE HELD AWAY FROM MILLWORK & RUNNING TRIM A MINIMUM OF 3" CLEAR (TO EDGE OF OBJECT). 19. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, FIRE PROTECTION, LIGHTING, ELECTRICAL & PLUMBING WITH DESIGNERS DRAWINGS, IE: VERIFY FIT OF HVAC GRILL SIZE AT RAISED CEILING; WITH CROWN TRIM FOR CLEARANCE. NOTIFY DESIGNER IF ADJUSTMENTS ARE REQUIRED. JUNE PRICE INTERIORS 20. CONTRACTOR IS RESPONSIBLE FOR ADDRESSING DESIGNER OF NEEDED CEILING ACCESS PANELS, CLEAN-OUT DRAINS ETC. DESIGNER TO WORK WITH CONTRACTOR TO LOCATE THESE ITEMS. 5373 F0REST SPRINGS DRIVE 21. ALL SWITCHES OR RECEPTACLES ON A STAINED WALL OR MILLWORK TO BE BROWN. ALL OTHERS TO BE WHITE. 3. 04 DUNWGEORGIA 30338 23. ALL INTERIOR ARCHITECTURAL MILLWORK SHALL BE CUSTOM GRADE INTERIOR WOODWORK, COMPLYING WITH THE REFERENCED QUALITY STANDARD. THE FABRICATOR OF WOODWORK SHALL COMPLY WITH AN'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS" OR WIC'S "MANUAL OF MILLWORK. HINGES SHALL BE OF A CONCEALED TYPE. 4 24. ALL 1X PAINTED TRIM TO BE POPLAR AND ALL 1X STAINED TRIM TO BE MAPLE. 404.364.0628 PH 678. 25. ALL FINISHES TO INCLUDE INSTALLATION AND MATERIALS ITEMIZED SEPARATELY. . ADDENDUM 1 DECEMBER 18 2012 www.JP PI—LTD—LT8911 FX www.JPI—LTD.com JUNE PRICE I \ 'I I- I� 3 ( ) R `� I 1 1s Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE . SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE GENERAL NOTES SHEET IDO0 • ISSUED FOR CONSTRUCTION ADDENDUM 1 12.18.12 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE GENERAL NOTES SHEET IDO0 • ISSUED FOR CONSTRUCTION JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE KEY PLAN SHEET ID1 is 1 ISSUED FOR CONSTRUCTIC N JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE KEY PLAN SHEET I D1.1a! ISSUED FOR CONSTRUCTION 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE KEY PLAN SHEET I D1.1a! ISSUED FOR CONSTRUCTION 1/8'=l' -G' \1D1.2/ KEY PLAN JUNE PRICE I\ II R I i R ', . I 0 Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE KEY PLAN SHEET I D • SSUED FOR CONSTRUCTION W-1 W-1 CPT -1 CPT —2 3 .ry "•.y . ID5.8 CPT -2 CPT -2 4 � W-1 CPT -2 CPT -2 L 6 Vit; 3 <= ID5.8 ID5.8 ram - t ■ t 4 4 ID5.8 ID5.8 u <= 1 - ID1.5 Y CPT -5 i VCT -1 T-3 i _ I I o a I I DCPT -3o I I 1 CPT -3 1 T-3 ID5.8 ID5.8 El CPT -3 4 ID5.8 CPT -3 CPT -5 3 3 ID5.8 ID5.8 4' plan CLUB HOUSE LOWER JUNE PRICE 1 � � 1 1 ►z z � �� � _ � �� 1/8"=J:%_ loll"' Io'.3 FLOOR FINISH Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 12.11.12 ADDENDUM 1 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FLOOR FINISH PLAN SHEET ID1 • 3 SSUED FOR CONSTRUCTI1 FLOOR FINISH E t t r tt is rt s Kuo Diedrich 834 MAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FLOOR FINISH PLAN SHEET ID1,, a SSUED FOR CONSTRUCTI[ 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FLOOR FINISH PLAN SHEET ID1,, a SSUED FOR CONSTRUCTI[ plan CLUB HOUSE UPPER 1/8.4-cl 1D1A FLOOR FINISH V 57 JUNE PRICE �. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com 0:VI 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT 6 WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FLOOR FINISH PLAN SHEET ID1 • 4 ISSUED FOR CONSTRUCTION CITYLINE KOHL SPECKLE BISCUIT plan CLUB HOUSE MENS LOCKER 1D1.5 FLOOR FINISH JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FLOOR FINISH PLAN SHEET ID15 • ISSUED FOR CONSTRUCTION NG AVATOR 1020 plan MEN'S LOCKER ROOM RESTROOM 1/2'=1'-0' 1D16 ACCESSORY PLANID1 6, JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TI TLE ACCESSORY PLAN SHEET ISSUED FOR CONSTRUCTION plan BAR RESTROOMS UPPER 1/20=11-O• io1.7 ACCESSORY PLAN JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT i WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE ACCESSORY PLAN SHEET ID1 is 7 ISSUED FOR CONSTRUCTIOI SIGNAGE NOTES 1. ALL SIGNAGE TO COMPLY W/ A.D.A. REQUIREMENTS. 2. MOUNT ON WALL ADJACENT TO LATCH SIDE OF DOOR ® 60" A.F.F. TO CENTERLINE OF SIGN. 3. MOUNTING LOCATION TO BE THAT A PERSON MAY APPROACH WITHIN 3" OF SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 4. WHERE THERE IS NO WALL SPACE TO LATCH SIDE OF DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 5. PICTOGRAM AND/OR LETTERING TO BE (DARK BROWN) RAISED 1/32". FONT TO BE SANS SERIF OR SIMPLE SERIF TYPE IN UPPERCASE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". 6. THE BORDER DIMENSION OF PICTOGRAM SHALL BE 6" MIN. IN HEIGHT. 7. FRAME COLOR AND SIGNAGE FIELD COLOR T.B.D. 8. SIGNAGE TO BE INSTALLED BY CONTRACTOR. SIGNAGE MANUFACTURER TO SUBMIT SHOP DRAWINGS (OF EACH SIGN) & PRICING FOR APPROVAL, PRIOR TO FABRICATION. A SAMPLE SIGN TO BE USED ON JOB, TO BE SUBMITTED AT SAME TIME. 11 00 6" 7 1/2" TYPICAL SIGN A 20 7/8" HIGH LETTERING TO BE BERLING (SIMPLE SERIF) FONT TYPE/DARK BROWN LETTERING TO BE LAZER CUT FROM SURFACE. TO BE RAISED 1/32" AS REQ'D. /--GRADE 2 BRAILLE r TO BELAZER CUT FROM SIGNAGE SURFACE (TYP.) PERIMETER FRAME TO BE PAINTED. COLOR T.B.D. SIGNAGE DETAILS 3"=1'-0„ a 00 TOILET ACCESSORIES 1 NOTES um ITEM MFR 6" 7 1/2" TYPICAL SIGN A 20 7/8" HIGH LETTERING TO BE BERLING (SIMPLE SERIF) FONT TYPE/DARK BROWN LETTERING TO BE LAZER CUT FROM SURFACE. TO BE RAISED 1/32" AS REQ'D. /--GRADE 2 BRAILLE r TO BELAZER CUT FROM SIGNAGE SURFACE (TYP.) PERIMETER FRAME TO BE PAINTED. COLOR T.B.D. SIGNAGE DETAILS 3"=1'-0„ a 00 6" 7 1/2" TYPICAL SIGN B 21 TOILET ACCESSORIES / NOTES um ITEM MFR 6" 7 1/2" TYPICAL SIGN B 21 7/8" HIGH LETTERING TO BE BERLING (SIMPLE SERIF) FONT TYPE/DARK BROWN LETTERING TO BE LAZER CUT FROM SURFACE. TO BE RAISED 1/32" AS REQ'D. ,,r -GRADE 2 BRAILLE TO BELAZER CUT FROM SIGNAGE SURFACE (TYP.) PERIMETER FRAME TO BE PAINTED. COLOR T.B.D. SANITARY NAPKIN DISPOSAL LAVATORY CLEARANCES TOILET GRAB BARS ADA URINAL TYP. URINAL RESTROOM ACCESSORIES 1 /2"=1'-0" I FIXTURES TYP. MOUNTING HEIGHT JUNE PRICE I N "i k R I () k '� . 1 I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX u', ME 1,{Ri 1 - =MWRI i SEAL TOILET ACCESSORIES / NOTES NO ITEM MFR DESCRIPTION FINISH COMMENTS 1 SOAP DISPENSER KOHLER MODEL NO.: K -7346—S POLISHED SS MOUNT SO END OF SPOUT EXTENDS OVER INNER EDGE OF SINK BOWL. 2 GRAB BAR 42 KOHLER MODEL NO.: K-10545—CP PDusm SS MOUNT ® 36 A.F.F. CENTER OF BAR 3 1 TOILET PAPER DISPENSER KOHLER MODEL NO.: K-490—CP POLISHED CHROME MOUNT 19 MIN. TO CENTER OF UNIT AND NO MORE THAN f IN FRONT OF TOILET RIM. 4 SANITARY NAPKIN DISPOSAL BOBRICK MODEL NO.: B-35303 TRIMLINE SERIES SATIN SS MOUNT ® 30 A.F.F. TO TOP OF UNIT. 5 BABY CHANGING STATION KOALA MODEL NO.: KB110—SSRE STAINLESS MOUNT WITH BOTTOM BLOCKING STUD ® 27 A.F.F. 6 ROBE HOOKS KOHLER MODEL NO.: K-11414—CP PDDSRED7CHROME MOUNT ON DOORS ®6 A.F.F EXCEPT ® H.C. STALLS AND SHOWERS ®4 —6 A.F.F. 7 SHOWER GRAB BAR BOBRICK IMODEL NO.: B-6861 ISATIN SS MOUNT ® 36 A.F.F. CENTER OF BAR 8 SHOWER CURTAIN ROD BOBRICK IMODEL NO.: B-207 ISATIN SS MOUNT ®6 —10 A.F.F. CENTER OF ROD 9 PHENOUC SHOWER SEAT BOBRICK IMODEL NO.: B-5181 JIVORY MOUNT ® 18 A.F.F. 10 SANITARY NAPKIN DISPOSAL BOBRICK IMODEL NO.: B-270 CONTURA SERIES ISATIN SS MOUNT ® 30 A.F.F. TO TOP OF UNIT. 11 CONTRACTOR TO INSTALL ALL REQUIRED BLOCKING FOR TOILET ROOM ACCESSORIES. 12 ADA TOILET ROOM SIGNAGE MOUNT ® 60 A.F.F. CENTER OF SIGN 13 BROCAR TRAP WRAP MODEL 500 RCW UNDER ALL SINKS 7/8" HIGH LETTERING TO BE BERLING (SIMPLE SERIF) FONT TYPE/DARK BROWN LETTERING TO BE LAZER CUT FROM SURFACE. TO BE RAISED 1/32" AS REQ'D. ,,r -GRADE 2 BRAILLE TO BELAZER CUT FROM SIGNAGE SURFACE (TYP.) PERIMETER FRAME TO BE PAINTED. COLOR T.B.D. SANITARY NAPKIN DISPOSAL LAVATORY CLEARANCES TOILET GRAB BARS ADA URINAL TYP. URINAL RESTROOM ACCESSORIES 1 /2"=1'-0" I FIXTURES TYP. MOUNTING HEIGHT JUNE PRICE I N "i k R I () k '� . 1 I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX u', ME 1,{Ri 1 - =MWRI i SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE ACCESSORY SCHEDULE SHEET I Dl is 8 ISSUED FOR CONSTRUCTION ADDENDUM 1 12.18.12 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE ACCESSORY SCHEDULE SHEET I Dl is 8 ISSUED FOR CONSTRUCTION WOODLAND COUNTRY CLUB DECORATIVE LIGHTING WOODLAND COUNTRY CLUB COUNTER TOPS LOBBY STAIRS BALUSTER LJ SMITH - RANDALL BROTHERS ROOM # I LOCATION PAINT GRADE MATERIAL LJ SMITH - RANDALL BROTHERS COLOR I THCKNESS SCONCE: INSTRUCTIONS MEN'S LOCKER ROOM STARTING NEWEL LJ -4060 PAINT GRADE ROOM # 10201 VANITY TOP 1021 GROOMING COUNTU: GLAZED QUARTZ COMPOSITE CAESARSTONE MISTY CARRERA 4141 13 CM I EASED EDGE 15 " BACK AND SIDE SPLASHES CSI RTZ COMPOSrrE CAESARSTONE MISTY CARRERA 4141 13 CM EASED EDGE HANGING DISTANCE 1022 MEN'S TOILET TILE DALTILE 1035 1MNE DISPLAY OI_UARTZ COMPOSITE I CEASAARSTON4 PEBBLE 4030 13CM EASED EDGE BRICK DIDDEL'S BAR $6.18/SQFT THIBAUT BANKUM RAFIA LIGHTS: FROM WALL COVERING ABOVE CHAIR RAIL GRADE WOOD I SPECIES TBD 113ROM MAHOGANY COLOR THIBAUT LARGE OGEE GLOSS OLjA RTZ CONMSrrE I CAESARSTONE I PEBBLE 4030 13 CM I EASED EDGE GYP. BOARD WITH APPLIED MOLDING - SEMI -GLOSS FINISH MEN'S LOUNGE "A PAINTED GYP. BOARD- EGGSHELL FINISH 1038 VESTIBULE $1.400 06 BULLNOSE 1042 BUFFET DISTANCE CENTER BANKUM RAFIA WAIT STATION 16" WALL COVERING ABOVE CHAIR RAIL Allowance WT -2 10641 CABINET jWy&gTE LAMIN-ART 46 mErECRIA., I STANDARD I EASED ®GE DALTILE BAR S5LfrCE 1 AB TOP ILAWATE LA"N-AMT 12446 METEORITE ISTANDARDTWSED FROM JUNCTION SCONCE: $7.23/Piece PAINTED GYP. BOARD- EGGSHELL FINISH CHESTER PAINTED GYP. BOARD- EGGSHELL FINISH 1058 CABINET TOP LAMINATE I LAMIN-ART 12446 METEORITE I STANDARD I EASED EDGE TILE TO 4' AND PAINTED GYP. BOARD ABOVE; EGGSHELL FINISH LADIES' P&STROOM GLOSS VERTICAL WCL BOTTOM TO BOX TO DISTANCE 13 CM EASED EDGE 15 " BACK AND SIDE SPLASHES 2014 WET VANITY JOLIARTZ COMPOSITE I CAESARSTONE I BUTTERMILK 4220 13 CM EASED EDGE 15 " BACK AND SIDE SPLASHES M EN'S RESTROOM Allowance WT -1 1022 FINISHED FINISHED TO NEAREST 3 CM EASEDED TAG ROOM # LOCATION QTY DESCRIPTION MANU NUMBER COLOR DIMENSIONS PLACEMENT FLOOR FLOOR WALL NET SOURCE UPPER CLUBHOUSE 5006294 WT -2 UPPER 2006 WINE LOCKERS QUARTZ COMPOSITE I CAESARSTONE I PEBBLE 4030 HOLLAND AND CHIPPEWA 8 LIGHT S-44D91P 4" X 16" CENTERED IN HORIZONTAL TBD $7.23/Piece KOHLER HOLLAND AND A 2007 LOBBY 1 CHANDELIER CO CHANDELIER BLACK IRON 28"W X 28"D X 40"H STAIRWELL WOMEN'S POWDER ROOM SCHUMACHER ALCAZABA $3,275.00 CO GLAZED Allowance SCHUMACHER IVORY VERTICAL BYZANTIUM- WT -1 1019 CENTERED EQUALLY TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK UPPER $6.18/SQFT Allowance BARBARA ON BACK STAIR GLOSS $1,500.00 VISUAL B MEN'S RESTROOM LOBBY 4 WALL SCONCE BERRY BBL2039PWT-S SOFT BRONZE 12.5"L X 13"W X 7.5"H WALL 16" $608.90 COMFORT TILE BASE UPPER WALL TILE S-44D91P BARBARA L002 HORIZONTAL TBD $7.23/Piece VISUAL B LOBBY 3 WALL SCONCE BERRY BBL2039PVVT-S SOFT BRONZE 12.5"L X 13"W X 7.5"H REPLACE EXISTING GLAZED $608.90 COMFORT IVORY VERTICAL WT -1 BARBARA HC SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK VISUAL B 2007 GALLERY WALL SCONCE BERRY BBL2039PWT-S SOFT BRONZE 12.5"L X 13"W X 7.5"H REPLACE EXISTING $608.90 COMFORT BULLNOSE WOMEN'S GLAZED IVORY 16" WT -2 TILE BASE DALTILE WALL TILE S-44D91P POWDER L002 HORIZONTAL TBD $7.23/Piece LILLIS GLOSS 2014 ROOM GLAZED IVORY VERTICAL W7-1 1019-B SHOWER SEMI -FLUSH THOMAS WALL TILE POLISHED 4" X 16" L002 BRICK TBD $6.18/SQFT VISUAL C ENTRY 1 MOUNT O'BRIEN TOB4006PN-WG NICKEL 7.5"W X 12.75"H CENTER CEILING $398.90 COMFORT GLAZED IVORY 16" WT -2 ON EITHER SIDE OF TILE BASE DALTILE WALL TILE S-44D91P 4" X16" L002 HORIZONTAL TBD $7.23/Piece HUDSON ANTIQUE VANITY, MOUNTED GLOSS ARCADIAN D WET VANITY 2 WALL SCONCE VALLEY 3112 -AN NICKEL 13"W X 8.75"D X 32"H ON MIRROR VERTICAL $450.00 LIGHTING SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD ON EITHER SIDE OF LILLIS GLOSS HUDSON ANTIQUE VANITY, MOUNTED BULLNOSE GLAZED E 16" DRY VANITY 2 WALL SCONCE VALLEY 3111 -AN NICKEL 5.5"W X 7"D X 22"H ON MIRROR S-44D91P 4" X 16" L002 $300.00 LIGHTOLOGY $7.23/Piece WOMEN'S LILLIS CENTERED ON TOILET GLAZED HUDSON IVORY POLISHED CEILING ABOVE WT -1 1019-D SHOWER TILE DALTILE F 2013 ROOM 3 FLUSH MOUNT VALLEY J87099 NICKEL 9.25"W X 5.25"H EACH WC LILLIS $300.00 LUMENS GLOSS MEN'S BULLNOSE GLAZED IVORY 16" 2012 RESTROOM I iTILE BASE IDALTILE WALL TILE S-44D91P 4" X 16" 1 L002 IHORIZONTAL I TBD $7.23/Piece UPPER LEVEL RESTROOMS SEMI -FLUSH THOMAS POLISHED VISUAL C COLORBODY ENTRY 1 MOUNT O'BRIEN TOB4006PN-WG NICKEL 7.5"W X 12.75"H CENTER CEILING WOMEN'S POWDER ROOM TILE DALTILE $398.90 COMFORT 6" x 12" Flare HORIZONTAL TBD e ON EITHER SIDE OF SPARK - HUDSON POLISHED VANITY, MOUNTED Ember 513.86/Piec WT -3 G WOMEN'S TOILET VANITY 2 WALL SCONCE VALLEY 420 -PC CHROME 4.75"W X 4"D X 14"H ON MIRROR e $235.00 LIGHTOLOGY SPARK- TOILET Toasted HUDSON POLISHED COVE BASE COLORBODY DESINATION H Luster ROOMS 2 FLUSH MOUNT VALLEY 3322 -PN NICKEL 13"W X 5.25"H CENTER CEILING PORCELAIN S-36C9TB 6" x 12" $240.00 LIGHTING TBD e AGED HORIZONTAL SPARK- HUDSON BRASS/DARK STRAIGHT CENTERED ON MEN'S RESTROOM- URINAL J 2005 BAR 5 WALL SCONCE VALLEY 2910 -AGB COCOA 4.5"W x 6"D x 15.5"H PILASTERS WALL & SIDE WALLS WALL TILE DALTILE $269.00 LIGHTOLOGY 12" x 24" AFF TBD $7.74/SQFT CENTERED EQUALLY SPARK- Toasted MEN'S RESTROOM- URINAL SANDY COLORBODY ABOVE BOOTH AND Luster HORIZONTAL 51386/Piec VISUAL K 2007 BAR DINING 4 CHANDELIER CHAPMAN SL5863HAB-NP2 ANTIQUE BRASS 36"W X 52"H BANQUET SEATING e STORAGE WT -7 7 1023 JANITOR CLOSET IBASE IROPPE IWALL BASE 11 4"L x 1.5"W IGRAY I I TBD $1.00/SQFT $1,050.00 COMFORT SHOWN IN PLAN - DIRECTIONAL 5 1/16" OUTER CENTERED ON L BAR DINING 3 RECESSED HALO 1420SN SATIN NICKEL DIAMETER CEILING GRID $38.00 ONLINE SHOWN IN PLAN - DIRECTIONAL 5 1/16" OUTER CENTERED ON L 2006 DINING 2 RECESSED HALO 1420SN SATIN NICKEL DIAMETER CEILING GRID $38-00 ONLINE LOWER CLUBHOUSE BARBARA VISUAL B 1007 GALLERY WALL SCONCE BERRY BBL2039PWT-S SOFT BRONZE 12.5"L X 13"W X 7.5"H REPLACE EXISTING $608.90 COMFORT LOCKER ON EITHER SIDE OF THOMAS POLISHED VANITY, MOUNTED CIRCA M 1020 LAVATORIES 2 IWALL SCONCE O'BRIEN TOB2011 NICKEL 11"H x 5"W x 6-1/4"D ON MIRROR $294.00 LIGHTING ON EACH SIDE AND CENTERED ABOVE SANDY POLISHED CABINET, MOUNTED CIRCA M 1021 GROOMING 3 WALL SCONCE CHAPMAN CHD1552 NICKEL 18"H x 4-1/4"W x 4"D ON MIRROR $441.00 LIGHTING CENTERED ON HUDSON HUDSON POLISHED CEILING ABOVE VALLEY N 1022 MEN'S TOILE 4 FLUSH MOUNT VALLEY 203 -PN NICKEL 8"H X 12.5"W EACH WC $220.00 LIGHTING CENTERED ABOVE TABLE IN EACH HUBBARDTON BOOTH SEATING P 1035 DIDDEL'S 4 WALL SCONCE FORDGE 20 -7710 -07 -CTO DARK SMOKE 4.5"W x 4.8"D x 9.4"H AREA $290.00 LIGHTOLOGY -- F•LtAJt KtF'LAGt tJUJ I INN LI1.71'7 I,-), AJ All'F'KUII'KIA I r - WOODLAND COUNTRY CLUB STAIR SYSTEM SELECTIONS WOODLAND COUNTRY CLUB COUNTER TOPS LOBBY STAIRS BALUSTER LJ SMITH - RANDALL BROTHERS ROOM # I LOCATION PAINT GRADE MATERIAL LJ SMITH - RANDALL BROTHERS COLOR I THCKNESS I EDGE INSTRUCTIONS MEN'S LOCKER ROOM STARTING NEWEL LJ -4060 PAINT GRADE ROOM # 10201 VANITY TOP 1021 GROOMING COUNTU: GLAZED QUARTZ COMPOSITE CAESARSTONE MISTY CARRERA 4141 13 CM I EASED EDGE 15 " BACK AND SIDE SPLASHES CSI RTZ COMPOSrrE CAESARSTONE MISTY CARRERA 4141 13 CM EASED EDGE 15 " BACK AND SIDE SPLASHES DIDDEL'S PUB 1022 MEN'S TOILET TILE DALTILE 1035 1MNE DISPLAY OI_UARTZ COMPOSITE I CEASAARSTON4 PEBBLE 4030 13CM EASED EDGE BRICK DIDDEL'S BAR $6.18/SQFT THIBAUT BANKUM RAFIA 839-T-6815 1036 BAR TOPSTANV 10361 BACK BAR TOPAND DHINK RAIL WALL COVERING ABOVE CHAIR RAIL GRADE WOOD I SPECIES TBD 113ROM MAHOGANY COLOR THIBAUT LARGE OGEE GLOSS OLjA RTZ CONMSrrE I CAESARSTONE I PEBBLE 4030 13 CM I EASED EDGE GYP. BOARD WITH APPLIED MOLDING - SEMI -GLOSS FINISH MEN'S LOUNGE "A PAINTED GYP. BOARD- EGGSHELL FINISH 1038 VESTIBULE $1.400 06 BULLNOSE 1042 BUFFET ILAMNATE I LAMIN-ART 12446 METEORITE I STANDARD I EASED EDGE BANKUM RAFIA WAIT STATION 16" WALL COVERING ABOVE CHAIR RAIL Allowance WT -2 10641 CABINET jWy&gTE LAMIN-ART 46 mErECRIA., I STANDARD I EASED ®GE DALTILE BAR S5LfrCE 1 AB TOP ILAWATE LA"N-AMT 12446 METEORITE ISTANDARDTWSED EDGE HORIZONTAL WORK AREA $7.23/Piece PAINTED GYP. BOARD- EGGSHELL FINISH CHESTER PAINTED GYP. BOARD- EGGSHELL FINISH 1058 CABINET TOP LAMINATE I LAMIN-ART 12446 METEORITE I STANDARD I EASED EDGE TILE TO 4' AND PAINTED GYP. BOARD ABOVE; EGGSHELL FINISH LADIES' P&STROOM GLOSS VERTICAL WCL 1019 SHOWERS 2014 DRY VANRY joLjAkTz COMPOSITE I CAESARSTONE I BUTTERMILK 4220 13 CM EASED EDGE 15 " BACK AND SIDE SPLASHES 2014 WET VANITY JOLIARTZ COMPOSITE I CAESARSTONE I BUTTERMILK 4220 13 CM EASED EDGE 15 " BACK AND SIDE SPLASHES M EN'S RESTROOM Allowance WT -1 1022 MEN'S TOILET STALLS 20 NITY TOP Q COMPOSITE ESARSTONE BLE 4030 IAL 3 CM EASEDED 5 "BACK SPLASHES DI R-50" AFF TBD $6.18/SQFT 2007 BAR DINING 2005 BAR TOP 20051 BACK BAR TOP AND ORM RAIL 2006 DINING TA IN GRADE WOOD SPECIES TBD BROWN MAHOGANY COLOR K -454 -4V -CP LARGE OGEE ImtARTz COMPOSrrE ICAESARSTONE PEBBLE4030 13 CM JEASEDEDGE 1=5Z) IVORY DINING SIDEWALL 5006294 WT -2 WALL COVERING ABOVE CHAIR RAIL 2006 WINE LOCKERS QUARTZ COMPOSITE I CAESARSTONE I PEBBLE 4030 13CM EASED EDGE S-44D91P WOODLAND COUNTRY CLUB STAIR SYSTEM SELECTIONS MANUFACTURER IDESCRIPTION IMODEL IFINISH LOBBY STAIRS BALUSTER LJ SMITH - RANDALL BROTHERS 1 1/4" STRAIGHT WOOD TAPER BALUSTER; LENGTH: LJ -5040 PAINT GRADE HANDRAIL LJ SMITH - RANDALL BROTHERS NON -PLOWED IHANDRAIL LJ -6400 ISTAIN GRADE NEWEL POST LJ SMITH - RANDALL BROTHERS STARTING NEWEL LJ -4060 PAINT GRADE ROOM # LOCATION GLAZED COLLECTION STYLE NO. WOODLAND COUNTRY CLUB WALL TILE MARK ROOM # LOCATION MATERIAL MANUFACTURER NAME I NUMBER DIMENSION COLOR I PATTERN I GROUT T PRICE MEN'S LOCKER ROOM LOCATION :TEM MFR MODEL PRICE LILLIS UNTERTOP MOUNTED SQALP DISPENSER K01-tLER GLOSS SOL#SHED STA NLESS''RESTROOMIS MOUNTED l'I CC NTERT0P ''SEX' TO SINK FAUCETS TOVET PAPER -MPE1' SER K0 LER {Material P USHED CI4ROME RESTROOM ROOM # LOCATION GLAZED COLLECTION STYLE NO. IVORY VERTICAL only) SOURCE WT -1 1022 MEN'S TOILET TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT THIBAUT BANKUM RAFIA 839-T-6815 GREY WALL COVERING ABOVE CHAIR RAIL LILLIS THIBAUT 1035 DIDDEL'S PUB GLOSS 1036 BAR GYP. BOARD WITH APPLIED MOLDING - SEMI -GLOSS FINISH 1037 BAR SERVICE PAINTED GYP. BOARD- EGGSHELL FINISH 1038 VESTIBULE $1.400 06 BULLNOSE 1013 GLAZED THIBAUT BANKUM RAFIA IVORY 16" WALL COVERING ABOVE CHAIR RAIL Allowance WT -2 1064 WAIT STATION DIDDB2S TILE BASE DALTILE WALL TILE S-44D91P 4" X16" L002 HORIZONTAL TBD $7.23/Piece PAINTED GYP. BOARD- EGGSHELL FINISH CHESTER PAINTED GYP. BOARD- EGGSHELL FINISH 1023 JANITOR CLOSET PAINTED GYP. BOARD- EGGSHELL FINISH LILLIS TILE TO 4' AND PAINTED GYP. BOARD ABOVE; EGGSHELL FINISH 1021 GROOMING GLOSS VERTICAL WCL 1019 SHOWERS WALL TILE FULL HEIGHT 1019-A HC SHOWER Diddel's 1019-B SHOWER 1034 GLAZED SCHUMACHER SIDEWALL IVORY BRICK 48" WALL COVERING ABOVE CHAIR RAIL Allowance WT -1 1022 MEN'S TOILET STALLS TILE DALTILE WALL TILE L002 4" X 16" L002 AFF TBD $6.18/SQFT 2007 BAR DINING WOOL 2006 DINING BULLNOSE K -454 -4V -CP LILLIZ) GLAZED 1035 1=5Z) IVORY 16" SIDEWALL 5006294 WT -2 WALL COVERING ABOVE CHAIR RAIL TILE BASE DALTILE WALL TILE S-44D91P 4" X 16" L002 HORIZONTAL TBD $7.23/Piece KOHLER UPPER LEVEL K-2339-0 WHITE 10-113INK`} LILLIS AMERICAN CADET 3 FLOWISE HIGH EFFICIECY GLOSS $500.00 2014 WOMEN'S POWDER ROOM SCHUMACHER ALCAZABA 5005952 GOLD GLAZED Allowance SCHUMACHER IVORY VERTICAL BYZANTIUM- WT -1 1019 SHOWERS TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT Allowance SCHUMACHER LILLIS GLOSS $1,500.00 2012 MEN'S RESTROOM SCHUMACHER JPENSTRIPE BULLNOSE SLATE GLAZED lAltowance SCHUMACHER IVORY 16" WT -2 777 77f TILE BASE DALTILE WALL TILE S-44D91P 4" X 16" L002 HORIZONTAL TBD $7.23/Piece LILLIS GLOSS GLAZED IVORY VERTICAL WT -1 1019-A HC SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT LILLIS GLOSS BULLNOSE GLAZED IVORY 16" WT -2 TILE BASE DALTILE WALL TILE S-44D91P 4" X 16" L002 HORIZONTAL TBD $7.23/Piece LILLIS GLOSS GLAZED IVORY VERTICAL W7-1 1019-B SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT LILLIS GLOSS BULLNOSE GLAZED IVORY 16" WT -2 TILE BASE DALTILE WALL TILE S-44D91P 4" X16" L002 HORIZONTAL TBD $7.23/Piece LILLIS GLOSS GLAZED IVORY VERTICAL WT -1 1019-C SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT LILLIS GLOSS BULLNOSE GLAZED IVORY 16" WT -2 I TILE BASE DALTILE WALL TILE S-44D91P 4" X 16" L002 HORIZONTAL TBD $7.23/Piece LILLIS GLOSS GLAZED IVORY VERTICAL WT -1 1019-D SHOWER TILE DALTILE WALL TILE L002 4" X 16" L002 BRICK TBD $6.18/SQFT LILLIS GLOSS BULLNOSE GLAZED IVORY 16" WT -2 I I iTILE BASE IDALTILE WALL TILE S-44D91P 4" X 16" 1 L002 IHORIZONTAL I TBD $7.23/Piece UPPER LEVEL RESTROOMS SPARK - COVE BASE COLORBODY Ember S13.86/Piec WT -3 2014 WOMEN'S POWDER ROOM TILE DALTILE PORCELAIN S-36C9TB 6" x 12" Flare HORIZONTAL TBD e SPARK - COVE BASE COLORBODY Ember 513.86/Piec WT -3 2013 WOMEN'S TOILET TILE DALTILE PORCELAIN S-36C9TB 6" x 12" Flare HORIZONTAL TBD e SPARK- Toasted HORIZONTAL COVE BASE COLORBODY Luster S13.86/Piec WT -4 2012 MEN'S RESTROOM TILE DA LII LE PORCELAIN S-36C9TB 6" x 12" TBD e HORIZONTAL SPARK- Toasted STRAIGHT MEN'S RESTROOM- URINAL COLORBODY Luster STACK - 60" WT -5 2012 WALL & SIDE WALLS WALL TILE DALTILE PORCELAIN SK52 12" x 24" AFF TBD $7.74/SQFT SPARK- Toasted MEN'S RESTROOM- URINAL COVE BASE COLORBODY Luster HORIZONTAL 51386/Piec WT -6 2012 WALL & SIDE WALLS TILE DALTILE PORCELAIN S-36C9TB 6" x 12" TBD e STORAGE WT -7 7 1023 JANITOR CLOSET IBASE IROPPE IWALL BASE 11 4"L x 1.5"W IGRAY I I TBD $1.00/SQFT ' T 7 2017-C STORAGE IBASE IROPPE IWALL BASE IP104 4"L x 1.5"W IGRAY I I TBD $1.00/SQFT wnnnlANnWOtENTRY rl1IRWAtI rOVERIKIM WOODLAND COUNTRY CLUB PLUMBING SELECTIONS WOODLAND COUNTRY CLUB WALL FINISHES WOODLAND COUNTRY CLUB TOILET ACCESSORIES LOCATION :TEM MFR MODEL PRICE C.OAAME'47S UNTERTOP MOUNTED SQALP DISPENSER K01-tLER MODEL NO K -7346-S SOL#SHED STA NLESS''RESTROOMIS MOUNTED l'I CC NTERT0P ''SEX' TO SINK FAUCETS TOVET PAPER -MPE1' SER K0 LER {Material P USHED CI4ROME RESTROOM ROOM # LOCATION MANUFACTURER COLLECTION STYLE NO. COLOR DESCRIPTION only) SOURCE LOWER LEVEL ROI HOOKS KOI.-ER - - MODEL NO, K 11 ,14 CP P HED FROME «cESTR00MS OLtS G PLACE CENTEIs � N BACK OF TOILET DO+r> S AT 6AFF "-EPT FOR .ADA TOILET RCk S PLACE AT CO :f -,EIGHT Y CHANGING STATION KOALA $1,000.00 STAINLESS RES'ROOMS 1015 SPORTS GALLERY THIBAUT BANKUM RAFIA 839-T-6815 GREY WALL COVERING ABOVE CHAIR RAIL Allowance THIBAUT 1035 DIDDEL'S PUB CHAIR RAIL AT 36"; WALL COVERING ABOVE CHAIR RAIL; SEMI -GLOSS FINISH 1036 BAR GYP. BOARD WITH APPLIED MOLDING - SEMI -GLOSS FINISH 1037 BAR SERVICE PAINTED GYP. BOARD- EGGSHELL FINISH 1038 VESTIBULE $1.400 06 1039 STORAGE 1013 STAIR CORRIDOR THIBAUT BANKUM RAFIA 839-T-6815 GREY WALL COVERING ABOVE CHAIR RAIL Allowance THIBAUT 1064 WAIT STATION DIDDB2S MEN'S LOCKER ROOM KOHLER 1017 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH 1018 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH 1024 MEN'S LOCKERS PAINTED GYP, BOARD- EGGSHELL FINISH 1031 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH CHESTER PAINTED GYP. BOARD- EGGSHELL FINISH 1023 JANITOR CLOSET PAINTED GYP. BOARD- EGGSHELL FINISH $5,000.00 TILE TO 4' AND PAINTED GYP. BOARD ABOVE; EGGSHELL FINISH 1021 GROOMING GYP. BOARD WITH APPLIED MOLDING AND MIRROR; SEMI -GLOSS FINISH 1020 LAVATORIES WCL 1019 SHOWERS WALL TILE FULL HEIGHT 1019-A HC SHOWER Diddel's 1019-B SHOWER 1034 DIDDEL'S ENTRY SCHUMACHER SIDEWALL 5006294 CARMINE WALL COVERING ABOVE CHAIR RAIL Allowance ISCHUWCHER 2017-C STORAGE PAINTED GYP. BOARD- EGGSHELL FINISH 2040 WAIT STATION CHESTER 2014 WOMEN'S POWDER ROOM WALL COVERING 2013 WOMEN'S TOILET WALL COVERING 2012 MEN'S RESTROOM WALL COVERING 2005 BAR GYP BOARD WITH APPLIED MOLDING -FULL HEIGHT; SEMI GLOSS FINISH 2007 BAR DINING WOOL 2006 DINING PAINTED GYP. BOARD- EGGSHELL FINISH K -454 -4V -CP CHROME 1035 DIDDEL'S PUB SCHUMACHER SIDEWALL 5006294 CARMINE WALL COVERING ABOVE CHAIR RAIL SCHUMACHER POLISHED 1020 SINK. FAUGF TS KOHLER WITH LEVER HANDLES K -8211 -4 -CP CHROME KOHLER UPPER LEVEL K-2339-0 WHITE 10-113INK`} BYZANTIUM- AMERICAN CADET 3 FLOWISE HIGH EFFICIECY VERTICAL REPEAT: 25.25": HORIZONTAL $500.00 2014 WOMEN'S POWDER ROOM SCHUMACHER ALCAZABA 5005952 GOLD REPEAT: 13.5" Allowance SCHUMACHER -�" BYZANTIUM- 102210RINALS VERTICAL REPEAT 25 25" HORIZONTAL $50000 6590.525.020 2013 WOMEN'S TOILET SCHUMACHER ALCAZABA 5005952 GOLD REPEAT: 13.5" Allowance SCHUMACHER HARSHAW $1,500.00 2012 MEN'S RESTROOM SCHUMACHER JPENSTRIPE 500616 SLATE RANDOMMATCH lAltowance SCHUMACHER 777 77f I I WOODLAND COUNTRY CLUB PLUMBING SELECTIONS WOODLAND COUNTRY CLUB WALL FINISHES WOODLAND COUNTRY CLUB TOILET ACCESSORIES LOCATION :TEM MFR MODEL FINISHLCCAT ;-N C.OAAME'47S UNTERTOP MOUNTED SQALP DISPENSER K01-tLER MODEL NO K -7346-S SOL#SHED STA NLESS''RESTROOMIS MOUNTED l'I CC NTERT0P ''SEX' TO SINK FAUCETS TOVET PAPER -MPE1' SER K0 LER MODEL NO. K49D-CP P USHED CI4ROME RESTROOM PL,:C'ED ACG��DING 30 AD :. uODE R ESSED SANITARY NA,PK I DISPCISAL BOBIRICK. MODEL NO. El35.s03 TRIVLINE SERIES ;SA 'IN SS _A ES REST S PAINTED GYP. BOARD- EGGSHELL FINISH Sf RFACE MOOV14TEDSANTARYY 4 .PK It, DI OSAL BOOR ICK MODEL NO B-270 CO`J TURA SER"IES ISA. IN SS -ADiES RESTRC°;;MS PAINTED GYP. BOARD- EGGSHELL FINISH ROI HOOKS KOI.-ER - - MODEL NO, K 11 ,14 CP P HED FROME «cESTR00MS OLtS G PLACE CENTEIs � N BACK OF TOILET DO+r> S AT 6AFF "-EPT FOR .ADA TOILET RCk S PLACE AT CO :f -,EIGHT Y CHANGING STATION KOALA MODEL NO K5.1',, SSRE STAINLESS RES'ROOMS PLACED AOCORDING TO ADA. CODE AB BAR 40 KCHI ER MODEL NO K-10545 CP zPOLISHEDSTAN'LESS R,ES�ROCMS IPLACED A.Cr-,' DING TO ADA •CCOE 1034 DIDDEL'S ENTRY CHAIR RAIL AT 36"; WALL COVERING ABOVE CHAIR RAIL: SEMI -GLOSS FINISH 1035 DIDDEL'S PUB CHAIR RAIL AT 36"; WALL COVERING ABOVE CHAIR RAIL; SEMI -GLOSS FINISH WOODLAND COUNTRY CLUB PLUMBING SELECTIONS WOODLAND COUNTRY CLUB WALL FINISHES ROOM # LOCATION DESCRIPTION DESCRIPTION LOWER LEVEL 21,112 1003 ENTRY/LOWER LOBBY GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT, SEMI -GLOSS FINISH 1003 STAIRCASE GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH 1007 GALLERY GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH 1006 VESTIBULE GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH 1015 SPORTS GALLERY CHAIR RAIL WITH APPLIED MOLDING TO 36"; WALL COVERING ABOVE CHAIR RAIL 1013 STAIR CORRIDOR CHAIR RAIL WITH APPLIED MOLDING TO 36"; WALL COVERING ABOVE CHAIR RAIL 1061 CORRIDOR PAINTED GYP. BOARD- EGGSHELL FINISH 1060 RECEPTION PAINTED GYP. BOARD- EGGSHELL FINISH 1057 STORAGE PAINTED GYP. BOARD- FLAT FINISH 1058 WORK AREA PAINTED GYP. BOARD- EGGSHELL FINISH 1004 OFFICE PAINTED GYP. BOARD- EGGSHELL FINISH 1059 VESTIBULE PAINTED GYP. BOARD- EGGSHELL FINISH 1002 STORAGE PAINTED GYP. BOARD- FLAT FINISH 1005 OFFICE PAINTED GYP. BOARD- EGGSHELL FINISH 1014 MEETING ROOM PAINTED GYP. BOARD- EGGSHELL FINISH 1016 MEN'S SHOES PAINTED GYP. BOARD- EGGSHELL FINISH 1056 WOMEN'S LOUNGE WALL COVERING DIDDEL'S 1034 DIDDEL'S ENTRY CHAIR RAIL AT 36"; WALL COVERING ABOVE CHAIR RAIL: SEMI -GLOSS FINISH 1035 DIDDEL'S PUB CHAIR RAIL AT 36"; WALL COVERING ABOVE CHAIR RAIL; SEMI -GLOSS FINISH 1036 BAR GYP. BOARD WITH APPLIED MOLDING - SEMI -GLOSS FINISH 1037 BAR SERVICE PAINTED GYP. BOARD- EGGSHELL FINISH 1038 VESTIBULE PAINTED GYP, BOARD- EGGSHELL FINISH 1039 STORAGE FRP 1040 KITCHEN FRP 1041 COLD PREP FRP 1042 MEN'S LOUNGE "A" PAINTED GYP. BOARD- EGGSHELL FINISH 1043 MEN'S LOUNGE "B" PAINTED GYP. BOARD- EGGSHELL FINISH 1064 WAIT STATION PAINTED GYP. BOARD- EGGSHELL FINISH MEN'S LOCKER ROOM KOHLER 1017 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH 1018 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH 1024 MEN'S LOCKERS PAINTED GYP, BOARD- EGGSHELL FINISH 1031 MEN'S LOCKERS PAINTED GYP. BOARD- EGGSHELL FINISH 1025 CORRIDOR PAINTED GYP. BOARD- EGGSHELL FINISH 1023 JANITOR CLOSET PAINTED GYP. BOARD- EGGSHELL FINISH 1022 MEN'S TOILET TILE TO 4' AND PAINTED GYP. BOARD ABOVE; EGGSHELL FINISH 1021 GROOMING GYP. BOARD WITH APPLIED MOLDING AND MIRROR; SEMI -GLOSS FINISH 1020 LAVATORIES GYP. BOARD WITH APPLIED MOLDING AND MIRROR, SEMI -GLOSS FINISH 1019 SHOWERS WALL TILE FULL HEIGHT 1019-A HC SHOWER WALL TILE FULL HEIGHT 1019-B SHOWER WALL TILE FULL HEIGHT 1019-C SHOWER WALL TILE FULL HEIGHT 1019-D SHOWER IWALL TILE FULL HEIGHT UPPER LEVEL KOHLER 2007 UPPER LOBBY 2007 GALLERY 2017-A PRIVATE DINING "A" 2017-B PRIVATE DINING "B" GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH GYP. BOARD WITH APPLIED MOLDING - FULL HEIGHT; SEMI -GLOSS FINISH 2017-C STORAGE PAINTED GYP. BOARD- EGGSHELL FINISH 2040 WAIT STATION PAINTED GYP. BOARD- EGGSHELL FINISH 2014 WOMEN'S POWDER ROOM WALL COVERING 2013 WOMEN'S TOILET WALL COVERING 2012 MEN'S RESTROOM WALL COVERING 2005 BAR GYP BOARD WITH APPLIED MOLDING -FULL HEIGHT; SEMI GLOSS FINISH 2007 BAR DINING PAINTED GYP. BOARD- EGGSHELL FINISH 2006 DINING PAINTED GYP. BOARD- EGGSHELL FINISH K -454 -4V -CP CHROME MEN'S LOCKER ROOM WOODLAND COUNTRY CLUB PLUMBING SELECTIONS ROOM N !LOCATION 12.11.12 MANUFACTURER DESCRIPTION MODEL FINISH 21,112 MEN'S RESTROOM MEMOIRS CLASSIC COMFORT HEIGHT ELONGATED TWO-PIECE "TOILLTS KOHLER TOILET K-3816-0 WHITE DEXTER SIPHON -JET WALL MOUNT IURINA1 S f KOHLER TOP SPUD K -5016 -ET -0 WHITE TOUCHLESS WASHDOWN URINAL POLISHED ( LUWL7METFi KOHLER 0.5 GPF FLUSHOMETER K -10675 -CP CHROME I.-. .............. ....... .... _,_,_..._..... ., ISINKSs KOHLER MEMOIRS UNDERMOUNT K-2339-0 WHITE PINSTRIPE WIDESPREAD SINK K -13132-4B- POLISHED SINK FAUCFTS KOHLER WITH LEVER HANDLES CP CHROME 2013 LAMES RESTROOM$ _ MEMOIRS CLASSIC COMFORT HEIGHT ELONGATED TWO-PIECE t111 E TS KOHLER TOILET K-3816-0 WHITE :SINKS; KOHLER MEMOIRS UNDERMOUNT K-2339-0 WHITE MEMOIRS WIDESPREAD FAUCET POLISHED ' ;INK F"AUCIm:TS KOHLER WITH DECO LEVER HANDLES K -454 -4V -CP CHROME MEN'S LOCKER ROOM TABORET WIDESPREAD FAUCET POLISHED 1020 SINK. FAUGF TS KOHLER WITH LEVER HANDLES K -8211 -4 -CP CHROME KOHLER MEMOIRS UNDERMOUNT K-2339-0 WHITE 10-113INK`} ....... ........ AMERICAN CADET 3 FLOWISE HIGH EFFICIECY ..............,,_.... 1027 TOIL i`TS 4 .. STANDARD WATERSENSE ROUND 2 -PIECE 2758.128.020 WHITE AMERICAN 18-7/8" W x 42-1/4"H WHITE WALL 102210RINALS STANDARD MOUNTED WATERSENSE URINAL 6590.525.020 WHITE KOHLER SHOWER HEAD K -939 -CP CHROME 101q�-A R,t ,f7 SHOWERING ALL CABINETS TO HAVE DOOR AND DRAWER HARDWARE. USE $10.00 PER PIECE FOR ALLOWANCE. JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. KuoDiedrich. corn SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE FINISH SCHEDULES SHEET ID3 • 1 SSUED FOR CONSTRUCTIOI WOODLAND COUNTRY CLUB PAINT AND STAIN SCHEDULE ROOM LOCATION TRIM WALLS I CEILING DOORS PANFIING MILLWORK SPECIALAREA SPECIAL AREA LOWER LEVEL LOWER LEVEL DATE SILVER SATIN SILVER SATIN SILVER SATIN 856' ! SILVER SATIN 856' BENJAMIN 8% BENJAMIN BENJAMIN B56/ BENJAMIN Engineered 1003 ENTRY!LOWER LOBBY MOORE/ SG MOORE/ SG MOORS FL TBD MOORE SG X X X ENT RY LOWER LOBBY SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATIN Shaw '!Saddle EXTERIOR DOOR; 6.50 S FT 856' BENJAMIN 856/ BENJAMIN BENJAMIN : 856BENJAMIN PAINT TO MATCH 1007 GALLERY MOOREi SG MOORE/ SG MOORE/ FL TBD MOORE, SG X INTERIOR DOORS X SILVER SATIN SILVER SATIN SILVER SATIN 856' SILVER SATIN W-1 1003ISTAIRCASE Hardwood 856 BENJAMIN 856, BENJAMIN BENJAMIN ! 8561 BENJAMIN Shaw (Saddle Shaw 1006 VESTIBULE MOOREi SG MOORED SG MOORS/ FL TBD MOORS SG X X X MENDEL SILVER SATIN SILVER SATIN 856' SILVER SATIN 856' BENJAMIN WALL BENJAMIN 8561 BENJAMIN 1015 SPORTS GALLERY _ MOORE, SG COVERING MOORED FIL _ TBD MOORED SG X X X SILVER SATIN SILVER SATIN 856' SILVER SATIN Hal Mendel - 8% BENJAMIN WALL BENJAMIN : 856' BENJAMIN STAIRCASE Runner MIA04-Sand 1013 STAIR CORRIDOR MOORE, SG COVERING MCORE/ FL TBD MOORE, SG X X X Pre - SILVER SATIN SILVER SATIN SILVER SATIN 8% 856' BENJAMIN 856 BENJAMIN BENJAMIN 1061 CORRIDOR MOOREi EG MOORE/ EG MOORE/ FL TBD X X X X 5" W SILVER SATIN SILVER SATIN SILVER SATIN 856' $6.50 /S FT -- Pre- 8% BENJAMIN 856, BENJAMIN BENJAMIN I 1060 RECEPTION MOORE, EG MOORE/ EG MOORE! FL TBD X X X_ X ri Weathered - _ _ _ SILVER SALIN SILVER SATIN SILVER SATIN 856' 1006 _ _ _ - _ _ --- - -- -- - _ 5" W 856' BENJAMIN 856/ BENJAMIN BENJAMIN 1$6,50 S FT 1057 STORAGE MOORE, EG MOORE/ EG MOORS FL __TBDX_ X SILVER SATIN SILVER SATIN SILVER SATIN 856'---- 1941 Weathered 856 BENJAMIN 8% BENJAMIN BENJAMIN 1015 SPORTS GALLERY Hardwood HW219 1058 WORK AREA MOOREi EG MOORE/ EG MOOREi FL TBD X X X X Pre - SILVER SATIN SILVER SATIN SILVER SATIN 8% 856' BENJAMIN 856, BENJAMIN BENJAMIN 1004 OFFICE MOORE, EG MOORE/ EG MOORE/ FL TBD X X_ X X 5" W SILVER SATIN SILVER SATIN SILVER SATIN 856' $6.50 S FT --- 8% BENJAMIN 8561 BENJAMIN BENJAMIN MENDEL 1059 VESTIBULE MOORE: EG MOORE/ EG MOORE/ FL TBD X X X X TENCER SILVER SATIN SILVER SATIN SILVER SATIN 8% 8% BENJAMIN 856/ BENJAMIN BENJAMIN 10021 STORAGE MOORE/ FL MOORE/ FL MOORS/ FL TBD X X X X CPT -2 SILVER SATIN SILVER SATIN SILVER SATIN 856' MICA T.176" Pile HT, 176" Carpets !Cambric - MICA 404.237.4545 8% BENJAMIN 856 BENJAMIN BENJAMIN 1005 OFFICE MOORE/ EG MOORE/ EG MOOREi FL TBD X X X X SILVER SATIN SILVER SATIN SILVER SATIN 856' TENGER 8561 BENJAMIN 856 BENJAMIN BENJAMIN 1014 MEETING ROOM MOORS/ EG MOORE/ EG MOOREi FL TBD X X X X SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATN CPT -2 10601RECEPTION Carpet 856' BENJAMIN 856' BENJAMIN BENJAMIN'. 856' BENJAMIN Carpets !Cambric - MICA 404.237.4545 1016 MEN'S SHOES MOORS/ SG MOORS/ SG MOORS/ FL TBD ! MOORE! SG X X X MENDEL SILVER SATIN SILVER SATIN 856': SILVER SATN 8%BENJAMIN WALL BENJAMIN 856/ BENJAMIN 1056 WOMEN'S LOUNGE MOOREi SG COVERING MOORS FL TBD MOORE' SG X X X OIDDEL'S PUB Hospitality Hal Mendel - MINK SW 60041 CPT -2 MINK SW 60" Carpet MICA SHERWIN Carpets ';Cambric - MICA METAL CEILING SHERWIN 25.00/YD 1034 DIDDEUS ENTRY WILLIAMS, SG IWALLCOVERING TLE TBD WILLIAMS/ SG X X X ANY WINE TENCER CABINETRY TO BE: MINK SW 60041 SHERWIN Signature METAL CEILING MINK SW 6004 SHERWIN MINK SW 6004f SHERWIN 1035 DIDDEL'S PUB W!LLIAMSi SG WALLCOVERING TILE TBD WILLIAMS; SG X WILLIAMS/ SG X CPT -2 10581WORK AREA Carpet MICA BAR CABINETRY- Pile HT .176" Carpets '', Cambric - MICA 404.237.4545 $25.00/YD ' FOLKSTONE SW MENDEL 6005/ SHERWIN WILLIAMS/ TENCER MINK SW 6004! MINK SW 6004/ MINK SW 6004' FURNITURE FINISH Signature �'I FLOORING- SHERWIN SHERWIN METAL CEILING SHERWIN PER CABINET 1036 BAR WILLIAMS; SG WILLIAMS/ SG TILE TBD WILLIAMS, SG FABRICATOR X X Carpet IMICA Pile HT.176" BAR CABINETRY- 1404,237.4545 $25.00/YD FOLKSTONE SW MENDEL 6005/ SHERWIN TENCER WILLIAMS/ MINK SW 6004/ MINK SW 60041 MINK SW 6004; FURNITURE FINISH FLOORING - SHERWIN SHERWIN METAL CEILING SHERWIN PER CABINET 10371 BAR SERVICE WILLIAMS/ SG_ WILLIAMS; SG TILE TBD WILLIAMS: SG FABRICATOR_ X X SILVER SATIN SILVER SATIN SILVER SATIN 856' _ _ - -- --- - - - 856' BENJAMIN 856/ BENJAMIN BENJAMIN MENDEL 1038 VESTIBULE MOORE, EG MOORE/ EG MOORE/ FL TBD X X X X TENGER SILVER SATIN SILVER SATIN SILVER SATIN 8% 8% BENJAMIN 8% BENJAMIN BENJAMIN 1039 PICK-UP MOOREi EG MOORE/ EG MOORS' FL TBD X X X X CPT -2 SILVER SATIN SILVER SATIN SILVER SATN 8% MICA Pile HT .176" Carpets Cambric -MICA 404.237.4545 8% BENJAMIN 8561 BENJAMIN BENJAMIN 1040 KITCHEN MOORE/ EG MOORE/ EG MOORE/ FL TBD X X X X SILVER SATIN SILVER SATIN SILVER SATIN 8% TENGER 856' BENJAMIN 856 BENJAMIN BENJAMIN 10411 COLD STATION MOORE.; EG MOORE! EG MOORE/ FL TBDX X X X SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATIN MINK SW 6004; CPT -2 1005 OFFICE Carpet 8561 BENJAMIN 8561 BENJAMIN BENJAMIN 856' BENJAMIN SHERWIN 404.237.4545 1042 MEN'S LOUNGE "A" MOORS SG MOORE/ SG MOORE/ FL TBD MOORE, SG WILLIAMS/ SG X X MENDEL SILVER SATIN SILVER SATIN SILVER SATIN 856 :' SILVER SATIN MINK SW 60DM 856' BENJAMIN 8561 BENJAMIN BENJAMIN 856' BENJAMIN SHERWIN 1043 MEN'S LOUNGE "B" MOORE, SG MOORE/ SG MOORE/ FL TBD MOORE, SG WILLIAMS/ SG X X 1063 HALFWAY HOUSE X X X X X X X X Hospitality MEN'S LOCKER ROOM CPT -2 10141MEETING ROOM Carpet. _ _ _ ___MICA SILVER SATIN SILVER SATIN SILVER SATIN 856' ! SILVER SATIN $25.00/YO I 856' BENJAMIN 856 BENJAMIN BENJAMIN ! 856 BENJAMIN .:Cambric MENDEL 1017 MEN'S LOCKERS MOORS EG MOORE/ EG MOORE/ FL TBD MOORE, EG X X X TENCER SILVER SATIN SILVER SATIN SILVER SATIN 856' SILVER SATN 856 BENJAMIN 856/ BENJAMIN BENJAMIN 856' BENJAMIN 1018 MEN'S LOCKERS MOORS EG MOORE/ EG MOORE/ FIL -_ - _TBD_ - MOORED EG X X_ X CPT -3 SILVER SATIN SILVER SATIN SILVER SATIN 8561 i SILVER SATN _ _ _ _ _ ----- Atlas EN30 Wood Satin 404 237,4545 856' BENJAMIN 856 BENJAMIN BENJAMIN B56' BENJAMIN LOUNGE Carpet TBD 1024 MEN'S LOCKERS MOORE/ EG MOORE/ EG MOORS FL TBD MOORE/ EG X X X I SILVER SATIN SILVER SATIN SILVER SATN 8% ! SILVER SATIN 856! BENJAMIN 8% BENJAMIN BENJAMIN 856' BENJAMIN 1031 MEN'S LOCKERS MOORE/ EG MOORE/ EG MOORE/ FL TBD MOORS EG X X X SILVER SATIN SILVER SATIN SILVER SATIN 856' SILVER SATIN _ 8% BENJAMIN 856, BENJAMIN BENJAMIN 866' BENJAMIN TENCER 1025 CORRIDOR MOORE, EG MOORE/ EG MOORS' FL TBD ! MOORS EG X X X Bloomsburg FLOORING - SILVER SATIN SILVER SATIN SILVER SATIN 856' Y - V840- 856'BENJAMIN 8% BENJAMIN BENJAMIN CPT -5 1034 1023 JANITOR CLOSET MOOREi FL MOORE/ FL MOORS FL TBD X X x X $60.001YD ABOVE TILE: MENDEL SILVER SATIN SILVER SATIN SILVER SATN 8% 856 BENJAMIN 8% BENJAMIN BENJAMIN 1022 MEN'S TOILET MOOREi SG MOORE/ SG MOORE/ FL TBD X X X X Y - V840- SEE AMERICANA Carpet- Tuva Hal Mendel - CPT -5 1035 CABINETRY Carpet 2125 C&R SILVER SATIN SILVER SATIN SILVER SATN 8%, MILLWORK 856 BENJAMIN 856 BENJAMIN BENJAMIN SPECS -JAVA DALTILE - 3/8" Joint 1021 GROOMING MOOREi SG MOORE/ SG MOORE/ FL TBD X COLOR X X Leslie Dean - Recommendation. T-1 1036 SEE AMERICANA Quarry Tile 0042 Tile Stack 1/2" Daltile ARID GREY 404.355.0158 Color TBD. CABINETRY SILVER SATIN SILVER SATN SILVER SATIN 856' MILLWORK DALTILE - 3,8" Joint 1020 LAVATORIES 856' BENJAMIN MOOREi SG 856, BENJAMIN MOORE! SG BENJAMIN MOORE/ FL TBD. _ X SPECS -JAVA COLOR X X Leslie Dean - SILVER SATIN SILVER SATIN SILVER SATIN 856 1037 BAR SERVICE Quarry Tile - Tile Stack 856 BENJAMIN 8561 BENJAMIN BENJAMIN Color TBD. 4.31 S FT 1019 SHOWERS MOOREi SG MOORE' SG MOORE/ FL TBD X X X X SILVER SATIN SILVER SATIN 8% !941 Weathered 856' BENJAMIN BENJAMIN 1038 I VESTIBULE Hardwood HW219 1019,4 HC SHOWER MOOREi SG TILE MOORE/ FL TBD '. X X X X SILVER. SATIN SILVER SATN 856' MENDEL - 856' BENJAMIN BENJAMIN 1019-B SHOWER MOORS' SG TILE MOOREi FL TBD X X X X SILVER SATIN SILVER SATIN 856' 8% BENJAMIN BENJAMIN (Engraving Pattern - Hal Mendel - 1019E SHOWER MOORE, SG TILE MOORE/ FL TBD X X X X Atlas 1EN30 Wood Satin 404.237.4545 SILVER SATIN 30.00 YD SILVER SATIN 856' ! 856 BENJAMIN BENJAMIN 1019-0 SHOWER MOORED SG TILE MOORE/ FL TBD X X X X UPPER LEVEL FLOORING- SILVER SATIN SILVER SATN SILVER SATIN 856 SILVER SATIN 8% BENJAMIN 856 BENJAMIN BENJAMIN 8667 BENJAMIN CPT -3 10431MEN'S 2007 UPPER LOBBY MOOREi SG MOORE/ SG MOORS' FL TBD MOORE! SG X X X $30.00[YD SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATIN 856 BENJAMIN 856 BENJAMIN BENJAMIN 856 BENJAMIN 2007 GALLERY MOORE/ SG MOORE/ SG MOORE/ FL TBD MOORS SG X X X LOSTCAVERN TENCER 5424D/ DURON/ 'i, FLOORING - SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATIN FURNITURE FINISH 8% BENJAMIN 856 BENJAMIN BENJAMIN ! 856' BENJAMIN PER CABINET CPT -3 10171MEN'S 2017-A PRIVATE DINING "A" MOORE, SG MOORE/ SG MOORE/ FL TBD MOORE, SG FABRICATOR X X $30.00 YD LOSTCAVERN MENDEL 5424D/ DURON/ SILVER SATIN SILVER SATIN SILVER SATIN 8% SILVER SATIN FURNITURE FINISH 8% BENJAMIN 8% BENJAMIN BENJAMIN ! 8567 BENJAMIN PER CABINET FLOORING - 2017-B PRIVATE DINING "B" MOOREi SG MOORS SG MOORE/ FL TBO MOORE, SG FABRICATOR X X Engraving Pattern - Hal Mendel - SILVER SATIN SILVER SATIN SILVER SATIN 8% 1018 MEN'S LOCKERS Carpet EN30 856/ BENJAMIN SW BENJAMIN BENJAMIN $30.00/YD 2017-C STORAGE MOORE/ FL MOORE/ FL MOORE/ FL TBD X X X X SILVER SATIN SILVER SATIN SILVER SATN 8% TENCER 856'BENJAMIN 8% BENJAMIN BENJAMIN 2040 WAIT STATION MOOREi EG MOORE! EG MOORE! FL TBD X X X X LANCASTER Hal Mendel - CPT -3 SILVER SATIN MEN'S LOCKERS SILVER SATIN 856' IEN30 WHITE WASH HC - I Pile HT .194" Atlas EN30 Wood Satin 404.237.4545 8% BENJAMIN WALL BENJAMIN 1741 BENJAMIN 2014 WOMENS POWDER ROC MOOREi SG COVERING MOORE! FL TBD X MOOREi SG X X SILVER SATIN SILVER SATIN 856' ! TENCER 856' BENJAMIN WALL BENJAMIN 2013 WOMENS TOILET MOOREi SG COVERING MOORE/ FL TBD X X X X SILVER SATIN Engraving Pattern - SILVER SATIN 856' CUSTOM STAIN TO CPT -3 1 1031 MEN'S LOCKERS Carpet 856' BENJAMIN WALL BENJAMIN Pile HT.194" MATCH SAMPLE 404.237.4545 2012 MEN'S RESTROOM MCOR& SG COVERING MOORE/ FL I TBD X PORVIDED BY JPI X X MENDEL BAR CABINETRY- TENGER LOSTGAVERN 5424D/ DUROW FLOORING - SILVER SATIN ANTIQUARIAN SILVER SATIN FURNITURE FINISH !Engradng Pattern - Hal Mendel - 856' BENJAMIN 54220, DUROW OVERCAST5421W/ 856' BENJAMIN PER CABINET Carpet EN30 2005 BAR MOORE; SG EG OURON/ FL TBD MOORE' SG FABRICATOR X X JANITOR CLOSET VCT Tile 104 BAR CABINETRY- Roppe $1.00/5 FT LOSTCAVERN D207- 5424Di DUROW SILVER SATIN ANTIQUARIAN - SILVER SATIN FURNITURE FINISH 8%BENJAMIN 5422Dr'DUROW' OVERCAST5421W! 8% BENJAMIN PER CABINET 2007 BAR DINING MOORE; SG EG DU ROW FL TBD MOORE' SG FABRICATOR X X $21.70/SQF WINE LOCKERS- Shapes - 1" "Custom - Cityline Kohl Speckle DALTILE - LOSTCAVERN FIREPLACE AND Penny 1" round (1'x 2' See Flooring 5424D/ DUROW SURROUNDING $18.74/SQF T-2 SILVER SATIN ANTIQUARIAN Floor Tile SILVER SATIN FURNITURE FINISH TRIM- LOST 1r4^ DalTile !Cityline Kohl 0171 404 355 0158 8% BENJAMIN 5422D/ DURON/ OVERCAST5421W/ 8561 BENJAMIN PER CABINET CAVERN 5424D/ 2006 DINING MOORE; SG EG DU RON/ FL TBD - MOORE, SG FABRICATOR DURON, SG X NOTE. EG= EGGSHELL FL= FLAT PAINT SG= SEMI -GLOSS PAINT WOODLAND COUNTRY CLUB FLOORING MATERIAL MARK RM # LOCATION MATERIAL CODE DIMENSION PATTERN HEIGHT MFTR COLOR SOURCE GROUT I PRICE LOWER LEVEL DATE DESCRIPTION Pre - Engineered 1941 Weathered W-1 10031: ENT RY LOWER LOBBY HW219 5" W 3/S-. Shaw '!Saddle Shaw 6.50 S FT --Hardwood Pre- Engineered X941 Weathered W-1 1003ISTAIRCASE Hardwood HW219 5" W 3/8" Shaw (Saddle Shaw $6.50 /S FT MENDEL TENCER FLOORING - Carpet Stair Hal Mendel - CPT -1 1003 STAIRCASE Runner MIA04-Sand Nourison Sand 1404.237.4545 83.00 YD Pre - Engineered X941 Weathered W-1 1007 GALLERY Hardwood HW219 5" W 3/8., Shaw Saddle Shaw $6.50 /S FT Pre- I Engineered ri Weathered W-1 1006 VESTIBULE Hardwood HW219 5" W 3 8" Shaw IS.ddle Shaw 1$6,50 S FT Pre - Engineered 1941 Weathered W-1 1015 SPORTS GALLERY Hardwood HW219 5" W 3/8" Shaw :Saddle Shaw $6.50 /S FT Pre - Engineered 1941 Weathered W-1 1013 STAIR CORRIDOR Hardwood HW219 5" W 3/8" Shaw iSaddle Shaw $6.50 S FT MENDEL TENCER Signature FLOORING - Hospitality Hal Mendel - CPT -2 1061 CORRIDOR Carpel MICA T.176" Pile HT, 176" Carpets !Cambric - MICA 404.237.4545 $25.00/YD MENDEL TENGER ! Signature FLOORING - ! Hospitality Hal Mendel - CPT -2 10601RECEPTION Carpet MICA Pile HT .176" Carpets !Cambric - MICA 404.237.4545 $25.00/YD MENDEL TENCER Signature'. FLOORING - Hospitality Hal Mendel - CPT -2 1057LORAGE Carpet MICA Pile HT .176" Carpets ';Cambric - MICA 404.237.4545 25.00/YD MENDEL TENCER Signature FLOORING - ! Hospitality Hal Mendel - CPT -2 10581WORK AREA Carpet MICA Pile HT .176" Carpets '', Cambric - MICA 404.237.4545 $25.00/YD MENDEL TENCER 1 Signature �'I FLOORING- ( Hospitality Hal Mendel - CPT -2 1004OFFICE Carpet IMICA Pile HT.176" Carpets 'Cambric - MICA 1404,237.4545 $25.00/YD MENDEL TENCER Signature FLOORING - Hospitality j Hal Mendel - CPT -2 1059 VESTIBULE Carpet MICA Pile HT .176" Carpets ICambric - MICA 404.237.4545 $25.00/YD MENDEL TENGER Signature FLOORING - Hospitality Hal Mendel - CPT -2 1002 STORAGE Carpet MICA Pile HT .176" Carpets Cambric -MICA 404.237.4545 $25.00/YD MENDEL TENGER Signature ! FLOORING - Hospitality Hal Mendel - CPT -2 1005 OFFICE Carpet MICA Pile HT, 176" Carpets Cambric - MICA 404.237.4545 25.00 YD MENDEL TENCER Signature FLOORING - ! Hospitality Hal Mendel - CPT -2 10141MEETING ROOM Carpet. _ _ _ ___MICA Pile HT .176" Carpets - MICA 404.237 4545 - $25.00/YO I .:Cambric MENDEL TENCER FLOORING - ]l Engraving Pattern - Hal Mendel - CPT -3 1016 MEN'S SHOES Carpet EN30 Pile HT.194" Atlas EN30 Wood Satin 404 237,4545 $30.00/YD CPT -4 10S61WOMEN'S LOUNGE Carpet TBD I I $30.00/YD I DMDEL'S PUB _ - _ _ MENDEL _ _ TENCER SYMMETR Bloomsburg FLOORING - Y - V840- Carpet- Tuva Hal Mendel - CPT -5 1034 DIDDEL'S ENTRY Carpet 12,125 C&R .163 cut Looms Talpa- Grey 404.237.4545 $60.001YD MENDEL TENGER SYMMETR Bloomsburg FLOORING - Y - V840- Carpet- Tuva Hal Mendel - CPT -5 1035 DIDDEL'S PUB Carpet 2125 C&R .163 out Looms Telpa-Grey 404237.4545 $60.00/YD DALTILE - 3/8" Joint 4'x 8" Field Straight Leslie Dean - Recommendation. T-1 1036 BAR Quarry Tile 0042 Tile Stack 1/2" Daltile ARID GREY 404.355.0158 Color TBD. $4.31/5 FT DALTILE - 3,8" Joint 4" x 8" Field Straight Leslie Dean - Recommendation. T-1 1037 BAR SERVICE Quarry Tile 0042 Tile Stack 1/2" Daltile ! ARID GREY 404.355.0158 Color TBD. 4.31 S FT Pre - Engineered !941 Weathered W-1 1038 I VESTIBULE Hardwood HW219 5" W 3/8" Shaw !Saddle Shaw $6.50 /S FT MENDEL TENCER FLOORING - (Engraving Pattern - Hal Mendel - CPT -3 1042 MEN'S LOUNGE "A" Carpet EN30 Pile HT .194" Atlas 1EN30 Wood Satin 404.237.4545 30.00 YD MENDEL TENCER FLOORING- , Engraving Pattern - Hal Mendel - CPT -3 10431MEN'S LOUNGE "B" Carpet EN30 Pile HT .194" Atlas EN30 Wood Satin 404.237.4545 $30.00[YD MEN'S LOCKER ROOM MENDEL TENCER 'i, FLOORING - Engraving Pattern - Hal Mendel - CPT -3 10171MEN'S LOCKERS Carpet EN30 Pile HT ,194" Atlas EN30 Wood Satin 404.237.4545 $30.00 YD MENDEL TENGER FLOORING - Engraving Pattern - Hal Mendel - CPT -3 1018 MEN'S LOCKERS Carpet EN30 Pit. HT.194" Atlas EN30 Wood Satin 404 237,4545 $30.00/YD MENDEL TENCER FLOORING - 1 Engraving Pattern - Hal Mendel - CPT -3 1024 MEN'S LOCKERS Carpet IEN30 I Pile HT .194" Atlas EN30 Wood Satin 404.237.4545 30.00 YD MENDEL ! TENCER FLOORING- Engraving Pattern - Hal Mendel - CPT -3 1 1031 MEN'S LOCKERS Carpet EN30 Pile HT.194" Atlas EN30 Wood Satin 404.237.4545 30.00 YD MENDEL TENGER FLOORING - !Engradng Pattern - Hal Mendel - CPT -3 1025 CORRIDOR Carpet EN30 Pile HT .194" Atlas IEN30 Wood Satin 404.237.4545 30.00 YD VCT -1 1023 JANITOR CLOSET VCT Tile 104 Roppe ;Gray Roppe $1.00/5 FT D207- $21.70/SQF T; D171 - 171-Keystone Keys on. $21.70/SQF ! Shapes - 1" "Custom - Cityline Kohl Speckle DALTILE - T; D317 - Penny 1" round (1'x 2' See Flooring :0207; Biscuit D317: Leslie Dean - $18.74/SQF T-2 10221MEN'S TOILET Floor Tile Round sheet) Plan 1r4^ DalTile !Cityline Kohl 0171 404 355 0158 T D207- $21.70/SQF T; D171 - Keystone $21.70/SQF Shapes - 1" "Custom -';Cityline Kohl Speckle DALTILE - T; D317 - Penny 1" round (1'x 2' See Flooring', 0207; Biscuit 0317; Leslie Dean - $18.74/SQF T-2 10211GROOMING Floor Tile Round sheet) Plan 114" DalTile 1Cityline Kohl D171 404.355.0158 T ! - ,.,-------- ---------- ----- D207- $21.70/SQF T; D171 - Keystone $2L70/SQF ! Shapes - 1" "Custom - Cityline Kohl Speckle DALTILE - T; D317 - Penny V round (1' x 2' See Flooring ', D207, Biscuit D317; Leslie Dean - $18.74/SQF T-2 10201LAVATORIES Floor Tile Round sheet) Plan 1/4" DalTile 1Cityline Kohl D171 404.355.0158 T D207- ', $21.70/SQF T; D171 - Keystone $21.70/SQF Shapes - V "Custom - Cityline Kohl Speckle DALTILE - T; D317 - Penny V round (1' x 2' Soo Flooring lD207; Biscuit D317; Leslie Dean - $18.74/SQF 1-2 1019'5HOWERS Floor Tile Round sheet) Plan 1/4" DalTile ',Cityline Kohl D171 404.355.0156 T Keystone Blends- i DALTILE - WINDMILL i i Biscuit D317; Cityline Leslie Dean - $10.30/SQF T-3 1019-A!HC SHOWER Floor Tile D317/D171 1/4" DalTile !Kohl D171 404.355.0158 T Keystone Blends-DALTILE - WINDMILL 'Biscuit D317, Cityline Leslie Dean - $10.30/SQF T-3 1019-BISHOWER Floor Tile D317/D171 14' DalTile Kohl DI 71 404.355.0158 T Keystone Blends- DALTILE - WINDMILL ',Biscuit D317, Cityline Leslie Dean - $10.30/SQF T-3 1019-CISHOWEP Floor Tile D31710171 114" DalTile 11 Kohl 0171 404.355.0158 T Keystone Blends- DALTILE - WINDMILL Biscuit D317; Cityline Leslie Dean - $10.30/SQF T-3 1019-D�SHOWER Floor Tile D317/0171 1/4" DalTile 'Kohl DI 71 404.355.0156 T UPPER LEVEL Pre - Engineered :941 Weathered W-1 20071UPPER LOBBY Hardwood HW219 5" W 3/8" Shaw ISaddle $6.50 /S FT Pre - Engineered 941 Weathered W-1 2007I - GALLERY } r Hardwood HW219 5" W 318" Shaw _. Saddle 4 $6.50 /SQFT 'I MENDEL TENCER FLOORING - ! Hal Mendel - CPT -6 2017-AIPRIVATE DINING "A" Carpet Fugue FG06 12' Pile HT .187" Atlas Pearlescence FG06 404.237.4545 60.00 YD ! Ali MENDEL TENGER - FLOORING - Hal Mendel - CPT -6 2017-BIPRIVATE DINING "B" Carpet Fugue FG06 12' Pit. HT .187" Atlas Pearlescence FG06 404.237.4545 60.00(YD VCT -1 2017-C STORAGE VCT Tile 104 Roppe Gray Roppe 1.00 5 FT DALTILE - 3/8" Joint 4" x 8" Field Straight Leslie Dean - Recommendation. T-1 2040IWAIT STATION Quarry Tile 0042 Tile IStack 1)2" Daltile ARID GREY 404.355.0158 Color TBD. $4.31/S FT DALTILE - 12" x 24" Field Straight (Ember Leslie Dean - T-4 2014 WOMEN'S POWDER ROOM Floor Tile SK51 Tile Stack 7116" Daltile Flare 404.355.0158 TBD 7.74 5 FT DALTILE - Floor Accent 12" Floor 12" Floor Leslie Dean - $24.49/SQF T-5 Tile SK56 Border Border 7/16" Daltile lWamt Blend Mosaic 404.355.0158 TBD T i DALTILE - 12' x 24' Field Straight 1 Leslie Dean - T-4 2013 WOMEN'S TOILET Floor Tile SK51 Tile Stack 7/16" Daltile Ember Flare 404 355 0158 TBD $7.74/SQFT _ I DALTILE - I Floor Accent 12" Floor 12" Floor Leslie Dean - $24.49/SQF T-5 Tile SK56 Border Border 7/16" Daltile Warm Blend Mosaic 404.3550158 TBD T - - - DALTILE - 12' x 24" Field Straight ! Leslie Dean - T-6 2012 MEN'S RESTROOM Floor Tile SK52 Tile Stack 7116" Daltile Toasted Luster 404.355.0158 DALTILE - TBD $7 74/SQFT Floor Tile 12" Floor 12" Floor 1 Leslie Dean - $24.49/SQF T-7 Accent SK55 lBorder Border 7/16" Daltile ICool Blend Mosaic 404.355.0158 TBD T DALTILE - 4" x 8" Field Straight Leslie Dean - T-1 2005 BAR Quarry Tile 0042 Tile Stack 1/2" Daltile ARID GREY TBD 4.31/5 FT _404,3550158 MENDEL TENGER FLOORING - Hal Mendel - CPT -6 2007 BAR DINING Carpet Fugue FGG6 12' Pile HT .187" Atlas ;,Pearlescence FG06 404.237 4545 $60.00/YD MENDEL TENCER FLOORING - Hal Mendel - CPT -6 2006 DINING Carpet Fugue FG06 12' Pile HT .187" Atlas IPeariescence FG06 404.237.4545 $60.00/YD -F! ' Till ' Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 I rnv� 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE FINISH SCHEDULES SHEET I D 3 SSUED FOR CONSTRUCTI[ CAP MOULE (RB -9401: I NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. 3 4 ID5.1 ID5.1 11 3BAR 3/8"=1'-0" 12.18.12 12.11.12 DATE CASING (RB -9825) CASING (RB -9825) 0 I 00 ILI ILL=j TV TV I VERTICAL SUPPORTS AS NECESSARY, COORD. WITH EQUIPMENT 3BAR 3/8"=1'-0" 6 MEN'S LOUNGE "A" - COVE MOULD (RB -9304) - GPDW, PAINT - BASE CAP (RB -9923) - 1 X8 BASE .• 2 �3/8-=V-0' ELIS PUB COVE MOULD (RB -9304) GPDW, PAINT CASING COUNTER (RB -9825) BAR EQUIPMENT o OPEN BY OTHERS �— BASE CAP (RB -9923) � 1X8 BASE 4 MEN'S LOUNGE "A" 3/8"=1'-0" OPEN MEN'S LOUNGE "B" 3/8"=1'-0" CASING (RB -9825) COVE MOULD (RB -9304) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE 1 8 MEN'S LOUNGE "B" 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERI CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 12.11.12 DATE CASING (RB -9825) CASING (RB -9825) 0 I 00 ILI ILL=j 6 MEN'S LOUNGE "A" - COVE MOULD (RB -9304) - GPDW, PAINT - BASE CAP (RB -9923) - 1 X8 BASE .• 2 �3/8-=V-0' ELIS PUB COVE MOULD (RB -9304) GPDW, PAINT CASING COUNTER (RB -9825) BAR EQUIPMENT o OPEN BY OTHERS �— BASE CAP (RB -9923) � 1X8 BASE 4 MEN'S LOUNGE "A" 3/8"=1'-0" OPEN MEN'S LOUNGE "B" 3/8"=1'-0" CASING (RB -9825) COVE MOULD (RB -9304) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE 1 8 MEN'S LOUNGE "B" 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERI CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET . 11 ISSUED FOR CONSTRUCTION 12.18.12 12.11.12 DATE ADDENDUM 1 BID/PERMIT SET DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET . 11 ISSUED FOR CONSTRUCTION a 1�m�l m —I (D DIDDEL'S PUB 3/8"=1'-0" 0 2 DIDDEL'S PUB 3/8"=1'-0" a COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE CASING (RB -9825) CASING (RB -9825) 4 MEN'S LOUNGE "A" 3/8"=1 '-0" COVE MOULD (RB -9304) GPDW, PAINT CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION IPROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET ID4 . lal ISSUED FOR CONSTRUCTION 1 SPORTS GALLERY318 COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 1 -00 BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE SPORTS GALLERY 3/8"=1'-0" 8 VESTIBULE 1006 COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 CHAIR RAIL 1 (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) COUNTER BASE CAP (RB -9923) 1X8 BASE SPORTS 2GALLERY VESTIBULE 3/8"=1"-0">" 9 BAN SLNVIuL -I U.S / 3/8"=1'-0" 11 DIDDEL'S LOUNGE 1034 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERING CHAIR RAIL (RB -25) �- CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT - LAMINATE 0 COUNTER & I BACKSPLASH 00 BASE CAP (RB -9923) 1X8 BASE REVIEW AND COORDINATE WITH FOOD SERVICE DESIGNER COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE WALL COVERING CHAIR RAIL (RB -25) 1�mli Eml [Lm�l Em=l �M�l 6 SPORTS GALLERY VESTIBULE 3/8"=1'-0" BARSERVICE 1037 � ADDENDUM 1 12.11.12 BID/PERMIT SET DATE 2'-6"Imml 2'-3" C� (F 1) Cl Ell (F 11 DIDDEL'S LOUNGE 1034 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERING CHAIR RAIL (RB -25) �- CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT - LAMINATE 0 COUNTER & I BACKSPLASH 00 BASE CAP (RB -9923) 1X8 BASE REVIEW AND COORDINATE WITH FOOD SERVICE DESIGNER COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE WALL COVERING CHAIR RAIL (RB -25) 1�mli Eml [Lm�l Em=l �M�l 6 SPORTS GALLERY VESTIBULE 3/8"=1'-0" BARSERVICE 1037 � CASING (RB -9825) GPDW, PAINT 0 00 I BASE CAP (RB -9923) 1X8 BASE 3SPO318 _1RTS GALLERY OPEN CAP MOULD (RB -9401) ADDENDUM 1 12.11.12 BID/PERMIT SET DATE 2'-6"Imml 2'-3" C� (F 1) Cl (F Q (F B, (F 1; CASING (RB -9825) GPDW, PAINT 0 00 I BASE CAP (RB -9923) 1X8 BASE 3SPO318 _1RTS GALLERY OPEN CAP MOULD (RB -9401) COVE MOULE (RB -9304) WALL COVER CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT 0 00I BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) LAM I NATE COUNTER & BACKSPLASH BASE CAP (RB -9923) 1X8 BASE WAIT STATION 1064 REVIEW AND 11 3/8"=1'-0" COORDINATE WITH FOOD SERVICE DESIGNER DVESTBULE 1006 3/8 --:l" -0" NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. • • COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE 2'-6"Imml 2'-3" COVE MOULE (RB -9304) WALL COVER CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT 0 00I BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) LAM I NATE COUNTER & BACKSPLASH BASE CAP (RB -9923) 1X8 BASE WAIT STATION 1064 REVIEW AND 11 3/8"=1'-0" COORDINATE WITH FOOD SERVICE DESIGNER DVESTBULE 1006 3/8 --:l" -0" NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. • • COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD INTERIOR ELEVATIONS SHEET I D 4 . 2 ISSUED FOR CONSTRUCTION 2 ID5.3 • a II F11 111 ".1 2'-6" 1 2'-6" 1 1'-6" 1 2'-6" 1 2'-6" 1 1 GROOMING 1021 (��3/8 �QR�l19,, TI LE TI LE CASING (RB -9825) 12 SHOWER 1019b-1 3 ID5.3 CASING (RB -9825) TILE BAS SHOWER 1019,, �- TILE �- GLASS WALL & DOOR w 1 I CAESARSTO N E COUNTER & o 1 -0" BACKSPLASH 000 I 3'-0" TILE 8SWERS 1019 3/84=1'-0" ADDENDUM 1 i Ir 2'-6" '-0 2'-6" 1'-0' 2'-6" (��3/8 �QR�l19,, TI LE TI LE CASING (RB -9825) 12 SHOWER 1019b-1 3 ID5.3 CASING (RB -9825) TILE BAS SHOWER 1019,, �- TILE �- GLASS WALL & DOOR w 1 I CAESARSTO N E COUNTER & o 1 -0" BACKSPLASH 000 I 3'-0" TILE 8SWERS 1019 3/84=1'-0" 2 LAVATORIES 1020 CASING (RB -9825) TI LE D3/�8SER 1019a=1'-0" 14 SHOWERS 1019 3/8"=1'-0" 1142 TILE COVE MOULD (RB -9304) MIRROR WITH 1" BEVEL CAESARSTONE COUNTER & BACKSPLASH oc TILE BASE ADDENDUM 1 12.11.12 Ir 2'-6" '-0 2'-6" 1'-0' 2'-6" 2 LAVATORIES 1020 CASING (RB -9825) TI LE D3/�8SER 1019a=1'-0" 14 SHOWERS 1019 3/8"=1'-0" 1142 TILE COVE MOULD (RB -9304) MIRROR WITH 1" BEVEL CAESARSTONE COUNTER & BACKSPLASH oc TILE BASE COVE MOULD (RB -9304) CASING I (RB -9825) GPDW, PAINT -00 I o I I TILE BASE J Di/8�ATORIES1020 =1 -o" ID5. 3 TILE CASING (RB -9825) 0 SEAT o0 81/8SOWER 1019b—d &3/8 HOWERS 1019 "=1'-0" �— TILE � GLASS WALL & DOOR 0 -00I �L/8� ATORIES 1020 =1'-0" SHOWER 1019b—d CASING CASING (RB -9825) (RB -9825) TILE 0 TILE 00 &31 HOWERS 1019 8"=1'-0" TI LE COVE MOULD (RB -9304) MIRROR WITH 1" BEVEL CAESARSTONE COUNTER & BACKSPLASH TILE BASE COVE MOULD (RB -9304) GPDW, PAINT REUSE EXISTING WATER FOUNTAIN BASE CAP (RB -9923) 1X8 BASE 1 WATER FOUNTAIN 3/8"-1'-0" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET =II- 03 DESCRIPTION COVE MOULD (RB -9304) CASING I (RB -9825) GPDW, PAINT -00 I o I I TILE BASE J Di/8�ATORIES1020 =1 -o" ID5. 3 TILE CASING (RB -9825) 0 SEAT o0 81/8SOWER 1019b—d &3/8 HOWERS 1019 "=1'-0" �— TILE � GLASS WALL & DOOR 0 -00I �L/8� ATORIES 1020 =1'-0" SHOWER 1019b—d CASING CASING (RB -9825) (RB -9825) TILE 0 TILE 00 &31 HOWERS 1019 8"=1'-0" TI LE COVE MOULD (RB -9304) MIRROR WITH 1" BEVEL CAESARSTONE COUNTER & BACKSPLASH TILE BASE COVE MOULD (RB -9304) GPDW, PAINT REUSE EXISTING WATER FOUNTAIN BASE CAP (RB -9923) 1X8 BASE 1 WATER FOUNTAIN 3/8"-1'-0" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE INTERIOR ELEVATIONS 5MID4.3 ISSUED FOR CONSTRUCTION DBBY 1003 31�"=1'-0" COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) GPDW, PAINT 0 I 00 BASE CAP (RB -9923) 1X8 BASE QLOBBY 1003 3/8"=1'-0" SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 0 I CAP MOULD 00 (RB -9401) DESCRIPTION BASE CAP (RB -9923) COVE MOULD 1X8 BASE (RB -9304) CASING (RB -9825) GPDW, PAINT (RB -9304) 0 CASING OPEN CAP MOULD 00 (RB -9401) BASE CAP WINDOW (RB -9825) GPDW, PAINT (RB -9923) I 1X8 BASE allSII CAP MOULD 0 I OPEN QLOBBY 1003 3/8"=1'-0" SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 "IIIIIIIIIIIIIIV i - � o NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. 5 LOBBY 1003 SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 T COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) — EXISTING DOOR & SIDELITES 0 GPDW, PAINT 00 �- BASE CAP (RB -9923) � 1X8 BASE 0L_ OBBY 1003 3/8"=1'-0" COVE MOULD (RB -9304) GPDW, PAINT 0 I CAP MOULD 00 (RB -9401) DESCRIPTION BASE CAP (RB -9923) COVE MOULD 1X8 BASE (RB -9304) CASING (RB -9825) GPDW, PAINT (RB -9304) 0 CASING OPEN CAP MOULD 00 (RB -9401) BASE CAP (RB -9825) GPDW, PAINT (RB -9923) I 1X8 BASE CAP MOULD 0 I OPEN (RB -9401) BASE CAP ' Ll 0 (RB -9923) 1X8 BASE "IIIIIIIIIIIIIIV i - � o NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. 5 LOBBY 1003 SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 T COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) — EXISTING DOOR & SIDELITES 0 GPDW, PAINT 00 �- BASE CAP (RB -9923) � 1X8 BASE 0L_ OBBY 1003 3/8"=1'-0" COVE MOULD (RB -9304) GPDW, PAINT SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 4DLOBBY 1003 3/8"=1'-0" EXISTING STEEL STAIR J 0 I CAP MOULD 00 (RB -9401) DESCRIPTION BASE CAP (RB -9923) 5- -1 1X8 BASE SEE STAIR SYSTEM SELECTIONS SCHEDULE ON ID3.1 4DLOBBY 1003 3/8"=1'-0" EXISTING STEEL STAIR J ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION COVE MOULD 5- -1 (RB -9304) CASING (RB -9825) GPDW, PAINT 0 OPEN CAP MOULD 00 (RB -9401) BASE CAP (RB -9923) 1X8 BASE LOBBY 1003 3/8"=1'-0" GPDW, PAINT CAP MOULD - (RB -9401) 0 I ih PRE-ENGINEERED WOOD WITH CARPET RUNNER SIMILAR DETAIL AS 3/ID5.8. LOBBY 1003 0 ,_ ELEVATOR ;)LOBBY 1003 3/8"=1'-0" EXISTING WINDOW COVE MOULD (RB -9304) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE GPDW, PAINT — CAP MOULD (RB -9401) BASE CAP o (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) BASE CAPN (RB -9923) 1X8 BASE 1 JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS ISI D4 ISSUED FOR CONSTRUCTION COVE MOULD (RB -9304) MIRROR WITH. 1" BEVEL° d CAESARSTONE COUNTER & BACKSPLASH L( c I C, 1 WOMENS DRY VANITY 2014 COVE MOULD --+ COVE MOULD (RB -9304) (RB -9304) 4 ID5.5 0 0 0) BAR RAIL BAR RAI L - (RB -8902) 0 13 (RB -8902) CAP MOULD CAP MOULD - (RB -9401) (RB -9401) BASE CAP BASE CAP - (RB -9923) (RB -9923) IQUE BRASS BAR 2005 ANTIQUE BRASS - FOOT RAIL 4 3/8"=1'-0" FOOT RAIL 1X8 BASE 1X8 BASE - D5.1 2 ID5. 7. :�■ 16=1 =1VIiI���■I�■ �■tea—ii ■ •EQUAL • 4 ID5. COUNTER J // L BASE CABINET � SLATE SURROUND DINING 2006 5 BAR 2005 3/8"=1 '-0" w 2 ID5.1 ID5. COVE MOULD COVE MOUL 1'-0 (RB -9304) (RB -9304) MIRROR WITH _ MIRROR WITH 1" BEVEL °' " BEVEL V1171 4 CAESARSTONE AESARSTONE o o COUNTER o ICOUNTER & Q, 0o BACKSPLASHL 00 BACKSPLASH Lnin Ln I I In Ln _o I N '-0EQUALm EQUAL 1'-0' 3 MENS VANITY 2012 3/8"=1 '-0" CASING (RB -9825 & RB -8809) 4 ID5. o I CAP MOULD m (RB -9401) COVE MOULD (RB -9304) CASING (RB -982° & RB -8809) C I GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE BASE CAP (RB -9923) 1X8 BASE 12 BAR 2005 3/8"=1'-0" COVE MOULT (RB -9304) BIFOLD D00 CAESARSTON COUNTER COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE BASE CAP :ZANTIQUE BRASS (RB-9923)OOT RAIL BAR 2005 BAR 2005 1X8 BASE l 6 Sia"=�'-o" 7 3/8"=1'-0" COVE MOULD (RB -9304) CAP MOULD (RB -9401) CAESARSTONE COUNTER GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE IX8 BASE NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. COVE MOULD U COVE MOULD (RB -9304) (RB -9304) 4 CAP MOULD GPDW, PAINT ID5.5 (RB -9401) 0 I rn ADDENDUM 1 CAP MOULD BID/PERMIT SET (RB -9401) DESCRIPTION BAR RAIL BASE CAP (RB -8902) (RB -9923) 1X8 BASE CAP MOULD (RB -9401) BASE CAP (RB -9923) BAR DINING 2007 ANTIQUE 1 1 3/8"=1'-0"FOOT RAILBRASS 1 X8 BASE _ . _... JUNE PRICE IN1'1-R1(�R',. I :I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET ID4.5 ISSUED FOR CONSTRUCTION COVE MOULD (RB -9304) 0 GPDW, PAINT 0 0 0 BASE CAP (RB -9923) 1X8 BASE 1 UPPER LOBBY 2001 UPPER LOBBY 2001 @ 318 COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) GPDW, PAINT 0 I 0 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT 0 I 0 BASE CAP (RB -9923) 1X8 BASE ".P MOULD B-9401) )VE MOULD B-9304) SING (RB -9825 I RB -8809) GPDW, PAINT 0 I 0 CAP MOULD (RB -9401) SSE CAP B-9923) ;8 BASE UPPER LOBBY 2001G3/8 UPPER LOBBY 2001 5 UPPER LOBBY 2001318 NJ 11 0111 0 111 NJ, 11 LE I FA Y�u Ll IF � ri MEN I ml I LLI ffim—w I I Nal I I l WINDOW SEAT WITH CUSHION 1 8 UPPER LOBBY 2001 3/88 =-4 0" COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) 0 I 0 COVE MOULD (RB -9304) GPDW, PAINT 0 I 0 CAP MOULD (RB -9401) BID/PERMIT SET BASE CAP (RB -9923) 1X8 BASE (jY318 ER LOBBY 2001 "=1 '-0" 9 UPPER LOBBY 2001 3/8"=1'-0" CASING (RB -9825 & RB -8809) GPDW, PAINT 0 i 0 �U BASE CAP (RB -9923) o 1X8 BASE ELEVATOR 7 UPPER LOBBY 2001 3-1 N COVE MOULD (RB -9304) N CASING (RB -9825 if & RB -8809) 11 UPPER LOBBY 2001 3/8"=1'-0' of I 1 12 GALLERY 2007 3/8"=1'-0" WINDOW SEAT WITH CUSHION sem., GPDW, PAINT BASE CAP 1 (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT 0 rn CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 1202 START 11.01.12 DRAWN CUR CHECKED MAC TITLE INTERIOR ELEVATIONS SHEET ID4 . 6� ISSUED FOR CONSTRUCTION 0 I 0 0 0 I 4GALLERY 2007 COVE MOULD (RB -9304) GPDW, PAINT 0 0 I CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE 6 UPPER LOBBY 2001 3/8"=1'-0" COVE MOULD (RB -9304) GPDW, PAINT 0 0 I CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE ALIGN WITH TOP OF BASE /� V � NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. DU PR LOBBY 2001 3/ OGALL��_Y 2007 318 COVE MOULD (RB -9304) GPDW, PAINT 0 0I CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CAP MOULD (RB -9401) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE 2 GALLERY 2007 O 5GALLERY 2007 8 UPPER LOBBY 20013/8 COVE MOULD ADDENDUM 1 BID/PERMIT SET (RB -9304) DESCRIPTION CASING (RB -9825 & RB -8809) GPDW, PAINT 0 I 0 CAP MOULD --� (RB -9401) BASE CAP (RB -9923) 1X8 BASE 3 GALLERY 2007 3/8"=1'-0" COVE MOULD (RB -9304) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE F0- rlLi I I I I j>UPPER LOBBY 2001 3/8 "=1'-0" COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) BASE CAP (RB -9923) 1X8 BASE 0 0 I COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE ;OVE MOULD RB -9304) ALIGN WITH TOP OF BASE ;.JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 12.11.12 ADDENDUM 1 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET ID4 7 ISSUED FOR CONSTRUCTION 3p/8 IVATE DINING 2017 PRIVATE DINING 2017 1 2 3/8"=V-0" 1 NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. 5 PRIVATE DINING 2017 COVE MOULD (RB -9304) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) /— CASING (RB -9825 & RB -8809) GPDW, PAINT GPDW, PAINT CAP MOULD (RB -9401 OULD CA�Pg BASE( CAP9401) (RB -9923) 1X8 BASE 3 PRIVATE DINING 2017 3/8"=1'-0" COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) I BASE CAP (RB -9923) 1X8 BASE PARTITION WOOD DOOR 4 PRIVATE DINING 2017 6 PRIVATE DINING 2017 COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) COVE MOULD (RB -9304) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825 & RB -8809) I I --I GPDW, PAINT - o GPDW, PAINT GPDW, PAINT 0 CAP MOULD _ CAP MOULD CAP MOULD (RB -9401) ' (RB -9401) (RB -9401) BASE CAP BASE CAP BASE CAP (RB -9923) (RB -9923) (RB -9923) 1X8 BASE 1X8 BASE 7 1 1X8 BASE 7 PRIVATE DINING 2017 3/80" PRIVATE DINING 2017 (D3/8 PRIVATE DINING 2017 9 3/8"=1'-0" JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 12.11.12 ADDENDUM 1 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET I D 4 ISSUED FOR CONSTRUCTION 6 . 0 I ml mlm-llml MIMI 1 GALLERY 1007 3/8"=1 '-0" GALLERY 1007 5 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING -00 0 I BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT 0 I CAP MOULD 00 (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) GPDW, PAINT 0 1 CAP MOULD 00 (RB -9401) BASE CAP (RB -9923) 1X8 BASE 2 GALLERY 1007 3/8"=1'-0" COVE MOULD (RB -9304) GPDW, PAINT 0 1 CAP MOULD 00 (RB -9401) BASE CAP (RB -9923) 1X8 BASE STAIR CORRIDOR 1013 1 STAIR CORRIDOR 1013 STAIR 1013 9 3/8"=1'-0" 3/8"=1'-0" 83/8_1_O�ORRIDOR 1 NOTE: HORIZONTAL TRIM TO ALIGN THROUGHOUT ROOM. GALLERY 1007 6 3/8"=1'-0" COVE MOULD (RB -9304) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT 0 I -00 BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) (3�G LLERY 1007 =1'-0" COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT - 0 1 ib BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE 6�_STAIR CORRIDOR 10133/8"1'-0" BASE CAP (RB -9923) 1X8 BASE 7 STAIR CORRIDOR 1013 3/8"=1'-0" 4 GALLERY 1007 3/8"=1'-0" 8 STAIR CORRIDOR 1013 3/8"=1'-0" 8�3/8_4RSCORRIDOR 1013 COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING 0 CHAIR RAIL I (RB -25) 00 CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE PAINT EXISTING DOOR COVE MOULD (RB -9304) CASING (RB -9825) WALL COVERING CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE COVE MOULD (RB -9304) WALL COVERING CHAIR RAIL (RB -25) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 BASE 14 STAIR CORRIDOR 1013 3/8"=1 '-0" Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL IPROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET I D 4 ISSUED FDR CONSTRUCTION 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION IPROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET I D 4 ISSUED FDR CONSTRUCTION I (D WORK AREA 1058 8 10 DATE JTER I 4 ID5.4 RK AREA 1058D18� =1'-0" LAMINATE o COUNTER &oo BACKSPLASH 8 !1�AR�05113/80" IATE ITER 1'-0" 2'-6" 1 2'-6" 2'-6" 1 1'-6" (D( RK AREA 1058 3/8"=1'-0" 9 WORK AREA 1058 AMINATE 0I OUNTER 00 LAMINATE o COUNTER &oo BACKSPLASH 3 CORRIDOR 1061 3/8"=1'-0" 2'-9" I In _Lo O I r+� ADDENDUM 1 12.11.12 BID/PERMIT SET DATE 00 0 COUNTER & BACKSPLASH L010H 0 OPEN 0 0 00 0 O 0 0 00 E0 0 E00- 0 2'-6" 1 2'-6" 2'-6" 1 1'-6" (D( RK AREA 1058 3/8"=1'-0" 9 WORK AREA 1058 AMINATE 0I OUNTER 00 LAMINATE o COUNTER &oo BACKSPLASH 3 CORRIDOR 1061 3/8"=1'-0" 2'-9" I In _Lo O I r+� ADDENDUM 1 12.11.12 BID/PERMIT SET DATE 00 COUNTER & BACKSPLASH 0 0 00 00 10 13 WORK AREA 1 18 _058 0 LAMINATE COUNTER 1 3'-0" 1 3'-0" WORK AREA 1058 6 3/8"=1'-0" I 1 1� WORK AREA 1058 3/8"=1'-0" LAMINATE 0I COUNTER o0 2� WORK AREA 1058 3/8"=1'-0" (LJ -4092) 1STAIRS 3/8"=1'-0" COVE MOULD (RB -9304) CASING (RB -9825) GPDW, PAINT BASE CAP (RB -9923) 1X8 BASE BASE CAP (RB -9923) 1X8 BASE LAM I NATE COUNTER PRICE UN Ul� Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED MAD TITLE INTERIOR ELEVATIONS SHEET ID4 . 10! ISSUED FOR CONSTRUCTION C MIRROR - CAESARSTONE COUNTER - WITH TOWEL DROP Ln CABINET 0 I N 2'-0" @ UPPER BATHROOMS SECTION AT TOWEL DROP 1 1/211=1'-O" 1X4 STAINED 1 -92 SECTION AT DIDDEL'S BOOTH JUNE PRICE I\ I l k I (} R ,,, i '. Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DETAILS SHEET ID5.1 SSUED FOR CONSTRUCTI[ Ar.T ACT CD I N ArT O 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION ^I 0-) CAP MOULD (RB -9401) O I 5/8' GYPSUM BOARD O I 00 Qo co WITH WALL COVERING 00 LAMINATE COUNTER SECTION AT BOOTH WALL DINING 1 1 /2"=1'-0" SECTION AT BOOTH WALL DIDDEL'S 1 1 /2"=1'-0 :LF SECTION AT BAR SERVICE & WAIT STATION 1 1/2"=l 9 _O" � 00,JUNE PRICE 1 N 1 1- It i () 12 `x . I ! Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED 11AR TITLE DETAILS SHEET I D 5 • ISSUED FOR CONSTRUCTI[ 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CUR CHECKED 11AR TITLE DETAILS SHEET I D 5 • ISSUED FOR CONSTRUCTI[ ArT ��� SECTION AT SHOWER TOWEL DROP 1 1/2'1=11-0'1 COVE MOULD (RB -9304) WOOD SHELVES WOOD SHELVES CAESARSTONE COUNTER WITH TOWEL DROP CABINET ArT r-,,� SECTION AT GROOMING 1 1/2')=11-0" COVE MOULD (RB -9304) MIRROR CAESARSTONE COUNTER & BACKSPLASH CABINET ArT "OVE MOULD ;RB -9304) MIRROR CAESARSTONE COUNTER & BACKSPLASH TILE BASE SECTION AT LAVATORIES 1020 JUNE PRICE I \ I I- k I () R -, . I. I Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DETAILS SHEET I D 5 SSUED FOR CONSTRUCTION ro I 0 I 00 Q0 I 0 ArT SECTION AT WORK AREA 1058 1 1 /2"=1 '-0" ER 049 2'— 6 " ArT r_z_'_*'�SECT.lON AT WINE LOCKERS 1 1/219=19-011 Cn w ry nilt w ry Q a I AMINATE rOlINTER ( 5 I ILJIV YY VI\1\ „1.L„ „ivv 1 1/2"=1'-0" ArT SECTION AT PANELING 1 1/211=11-011 0 LOBBY 1003, UPPER LOBBY 2001, PRIVATE DINING "A" 2017a, PRIVATE DINING "B" 2017b, & GALLERY 2007 0 00 I 0 I r1r) e� ACT ELF /I/,-- SECTION AT CHAIR RAIL 1 1 /2"=1'-0" 0 DIDDEL'S PUB 1035, DIDDEL'S LOUNGE 1034, SPORTS GALLERY 1015, VESTIBULE 1006, & GALLERY 1007 JUNE PRICE I X i I. It I <a 1�_ <, o Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 COVE MOULD (RB -9304) BID/PERMIT SET DATE DESCRIPTION CHAIR RAIL (RB -25) CAP MOULD (RB -9401) CAP MOULD (RB -9401) BASE CAP (RB -9923) 1X8 SECTION AT CHAIR RAIL 1 1 /2"=1'-0" 0 DIDDEL'S PUB 1035, DIDDEL'S LOUNGE 1034, SPORTS GALLERY 1015, VESTIBULE 1006, & GALLERY 1007 JUNE PRICE I X i I. It I <a 1�_ <, o Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN CJR CHECKED TITLE DETAILS SHEET ID5 4 ;SSUED FOR CONSTRUCTI[ WOOD BAR TOP CAESARSTONE COUNTER BAR RAIL (RB -8902) CAP N (RB - CAP (RB - BAS (RB - BRONZE FOOT MOULD a 12.11.12 BID/PERMIT SET DATE DESCRIPTION OULD 11401) OULD I I 11401) I 9401) I E CAP 9923) RAIL 0) 1 x8 SECTION AT DIDDEL'S BAR 1 1/2"=1'-0" WOOD BAR TOP CAESARSTONE COUNTER BAR RAIL (RB -8902) SECTION AT RESTROOMS 1 1 /2"=1 '-0" CAP h (RB - CAP (RB - BAS (RB - ANTIQUE BRASS FOOT ACT COVE MOULD (RB -9304) MIRROR MOULD ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION OULD 11401) I I 9401) E CAP 9923) RAIL C-' 1x8 -/ SECTION AT UPPER BAR 1 1/219=1' -Opp CAESARSTONE COUNTER & BACKSPLASH TILE BASE SECTION AT WOMENS DRY VANITY 1 1 /2"=1 '-0" ACT COVE MOULD (RB -9304) MIRROR CAESARSTONE COUNTER & BACKSPLASH TILE BASE JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DETAILS SHEET ID5.5 ISSUED FOR CONSTRUCTION _IN N 1X4 STAINFn 3 1 - 78" 41 �,�SECTION AT UPPERBOOTH 1 1/2"=1'-O" BY JPI ArT ( 1 :DSECTION AT FIREPLACE 1 1 /2"=1'-O" JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www. KuoDiedrich. com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE DETAILS ID5 6 ISSUED FOR CONSTRUCTION RB -5 3/4" X 1 1/8" RB -2 11/16" X 2 1/2 - RB -25 /2" RB-25 1 1/8" X 3 1/4" 9 CHAIR RAIL ASSEMBLY FULL SCALE RB -9825 1 1/16" X 3 1/2" RB -8809 1 5/8" X 1 3/8" 5 CASING—UPPER FULL SCALE RB -9825 1 1/16" X 3 1 /2" 4 CASING—LOWER FULL SCALE 8 BAR RAI L FULL SCALE CROWN MOULDING GFULL SCALE 7 MANTEL _ LD FULL SCALE 2 CASING FULL SCALE RB -20 1 1/2" X 5 7/16" RB -9825 1 1/16" X 3 1/2" D6CAP MOULDING FULL SCALE RB -9401 1 9/32" X 1 7/8" RB -9923 3/4" X 1 3/4" EXISTING 1X TRIM BASE BOARD (:D -FULL SCALE `._JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION IPROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROD 12023 START 11.01.12 DRAWN CJR CHECKED MAD TITLE MOULDNC PROFILES SHEET ID5 7 ISSUED FOR CONSTRUCTION 8 WIDTH OF TRANSITION STRIP TO MATCH JAMB I I n A n rl r- r A A I M M A rl STAIN -m ,A#, ^m Inrr`I lnl n I CARPET TO CARPET TRANSITION FULL SCALE rll r' clr'r cnurnl II C CARPET TO WOOD TRANSITION FULL SCALE CARPET TO TILE TRANSITION FULL SCALE JUNE PRICE Kuo Diedrich 834 INMAN VILLAGE PARKWAY THE BLUE HORSE , SUITE 280 ATLANTA , GEORGIA 30307 678.244.6270 PH 6272 FX www.KuoDiedrich.com SEAL PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE FLOOR DETAILS SHEET ID5.8 SSUED FOR CONSTRUCTI[ 12.18.12 ADDENDUM 1 12.11.12 BID/PERMIT SET DATE DESCRIPTION PROJECT WOODLAND COUNTRY CLUB RENOVATION & ADDITION 100 WOODLAND LANE CARMEL, IN 46032 PROJ 12023 START 11.01.12 DRAWN CJR CHECKED MAD TI TLE FLOOR DETAILS SHEET ID5.8 SSUED FOR CONSTRUCTI[