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Home My WebLink AboutFirst Floor Plan_2013-07-17NORTH Project No. She e t No. Revision s: Drawn By Che ck ed By W CHU RCH SOLUTIONS T& BYRU M A R C H ITEC TS req u ired for the prop e r execution an d pe rforman ce an d completion of the req u ire- architectural elemen ts an d , in some cases, service for use solely with respe ct to this The se drawing s ind icate the ge n e ral scop e of the project in terms of architectural de sign con cep t, t he dimen sion s of bu ilding , the major the structural, mecha n ical, an d /or electrical sy s tems. The Drawing s do no t ne cess arily ind icate or de sc ribe all work req u ired for full m en ts of the Con tract. On the ba sis of the ge n e ral sc op e ind icated or de sc ribe d , the trad e con tractors sha ll furnish all item s Use of Documen ts projects or ad d ition s to this Project witho u t Project an d sha ll no t be used on othe r Project are instrumen ts of the Architect's do cumen ts prep a red by the Architect for this The Drawing s, Spe cification s, an d othe r written pe rmiss ion an d du e compe n sation to Certified By completion of the work. the Architect. Scope DrawingsT&W Corpo ration 46 2 4 1 38 4 1 W . M orris St. Ind ian a p o lis, Ind ian a 621 North Range Line Road, Carmel, Indiana 46032 Carmel United Methodist Church Specially commissioned by T&W Church Solutions, and used under license. 12 0 0 5 JW B CAD XX -XX -XX FIRST FLOOR PLANA20 1 A20 1 01 SCALE: 3/32 " = 1'-0" FIRST FLO O R PLAN URTIH 91 0 0 6 0 NE STATE OF IS IRET E RG A NAIDD A R C SEG E ONJ W R YEL B RET ISNo. Y ED TCE M Additions and Renovations to Cop yrigh t 20 1 3 C 16 0 W. Carmel Drive, Suite 24 0 Carmel, Ind ian a 46 0 3 2 31 7 -57 4 -88 0 8 ww w .byrumarchitects.ne t O FF ICE B16 1 O FF ICE B16 8 O FF ICE B15 9 O FF ICE B14 4 O FF ICE B17 6 O FF ICE B17 5 O FF ICE B16 9 O FF ICE XX X O FF ICE B16 6O FF ICE B17 2 CO NFERENC E B14 8 LIBRARY/ STO RAG E B17 4 STAIR BS 6 ELEV ATOR RECEP TIO N B15 8 RO O M B16 4 W O RK AREA B14 5 G ATHERING CAFE B14 6 VE S TIBULE B14 9 CANO PY DOW N DO W N UP DO W N DOWN DOWNDOWN 02 A30 1 W ELCOM E CENTER EQUIPM ENT B15 4 A.V. W OM EN A12 2 03 A30 1 UP 04 A30 1 05 A30 1 04 A30 1 SANC TUARY B13 6 CH ANC EL & CH OIR B13 5 NARTHEX B13 7 CHAPELB111 CLASS RO O M B11 7 CLASS RO O M B12 3 CLASS RO O M B12 7 CLASS RO O M B10 9 CLASS RO O M B13 2 CLASS RO O M B10 6 CLASS RO O M B10 2 CLASS RO O M B11 8 CO UR TYARD CO UR TYARD CO UR TYARD CR Y RO O M B12 4 RES TRO O M B12 6 RES TRO O M B10 8 RES TRO O M B10 7 STORAGEB110 W O M EN B11 4 & B11 5 M EN B11 3 STAIRBS1UPDOWN CO RR IDO R B11 6 CO RR IDO R B12 1 CORRIDOR B122 CORRIDOR B130 CO RR IDO R B13 1 DOWN DOWN DOWN DOWN DOWN STO RAG E B13 3 STAIR BS 2 W O M EN A11 0 - M EN A10 9 CO RR IDO R A10 2 CO RR IDO R A10 3 CLASS RO O M A10 7 CLASS RO O M A10 8 OFFICEA104OFFICEA105 STO R. A10 6 9'-0" KITCH EN A11 2 STAIR AS2 ELECTRICAL A11 6 STO RAG E A11 4 G YM NASIUM A11 5 EM ERGENC Y EX IT ONLY VE S TIBULE B14 3 CORRIDOR B167 STO R. B16 5 CO RR IDO R B17 3 CO RR IDO R B14 2 CORRIDOR B156RAMP DOWN STO R. A11 1 ELEV ATO R 01 A30 1 O FF ICE B16 0 KITCH EN B14 7 22 '-0" COUR T M ECH . 48" GATE 8'-6" 27 '-0" 27'-0" RES TRO O M ADD ITIO N 75 2 SF CANO PY ADD ITIO N 90 0 SF EXISTING PARKING NEW SIDEW ALK CASEWORKOVE RH EAD COILING SHU TT ER ADD ELECTROMAGNETICLOCKDOWN DEVISES(SEE NOTE THIS SHEET) B130CB118 B117 A105BA105A B176 B144 B17 2 B175 B148B B14 8 A B16 4 B14 7 A B 1 4 7 B B16 0 B16 1 B158 B14 9 D B14 9 B B14 9 A B14 9 C A123 B13 6 C B13 6 B B13 6 A STRU C TUR ALL Y IND EP E ND ENT 2-HO UR C.M .U. FIRE W ALL A104 E X IS T IN G S ID E W A LK A10 3 23'-2 1/2" CO LO NN ADE ADD ITIO N 57 0 SF ±11 '-11 " 29'-10 1/2" 20 " BASE DIAM ETER G FRC DORIC COLUM NS AT CANOPY 18 " BASE DIAM ETER GFRC DORIC COLUM NS AT COLONN ADE RFGTR.SINK CASEWORK A106 NEW DU TCH DOO R EXISTING RAMP DOWN NEW PLUM BING FIXTUR ES EX ISTING PORTABLE PLATF ORM STOR.A118VESTIBULEA101 RES TRO O M B10 5 ACC ES S B13 4 JANITOR B13 8 STO RAG E B14 0 VE S TIBULE B13 9 CO RR IDO R B15 5 M EN A12 3 ASS UM ED LIM ITS OF NEW PAVE M ENT EX ISTING SIDEW ALK NEW SIDEW ALK ASS UM ED LIM ITS O F NEW PAVE M ENT COLONNADE 20'-4" NO CURB NEW SIDEW ALK A122 O FF ICE B17 0 B16 3 SE RVE R B16 3 XX X XX X X B111 STAIR BS 6 STAIR BS 3 STAIR BS 5 STAIRAS1 B148C W 32 W31 W31 W 32 W32 DR YW ALL INFILL OPE NING 7'-2 1/4" 2'-3 5/8" DR YW ALL INFILL O PE NINGS W34 06 A30 1 XX XX X X XX XX X X W32 DR YW ALL INFILL O PE NING W33 W33 W33 DR YW ALL INFILL OPE NING W 33 W33 16'-6 1/8" 16 '-6 1/8" ±8'-4 7/8" 45° 1 2 '-1 " DW CASE W ORK W32 W 32 5'-0" W 31 W 31 W 31 W31 W33 W33 W 33 W33 W31 DR YW ALL INFILL OPE NING W 31 W31 W31 W 31 W 31 W31 BULKHEAD ABOVE BULKHEAD ABOVE EQUAL±16'-0"EQUAL CENTER O F OPE NING12'-10 1/2"12'-10 1/2" W 62 W 62 W 61 W 62 W32 W01W01 W01W01 W 62 W32 A102BA102A W ITH ELECTRO M AG NETIC HOLD-O PE N DEV ISE S (SE E NOTE THIS SHEE T) WITH ELECTROMAGNETIC HOLD-OPEN DEVISES (SEE NOTE THIS SHEET) W ITH ELECTRO M AGNETIC HO LD-OPE N DEV ISE S (SE E NOTE THIS SHEE T) ADD ELECTROMAGNETICSECURITY DEVISES(SEE NOTE THIS SHEET) - ADD ELECTRO M AGNETIC HOLD-O PE N DEV ICES TO HEAD OF EX ISTING OPE NING S A10 2 A AND A10 2 B TO ALL OW O PE N FROM BUTT OM CO NTRO L AT CO UN TER IN O FF ICE 10 5 . - ADD ELECTRO M AGNETIC DEV ICES TO HEAD O F EX ISTING O PE NINGS A20 1 A AND B11 1 TO PREV E NT OPE NING W HEN LOCKDO W N. SE CU R ITY AND LO CKDO W N NO TES - PROVIDE AND INSTALL ELECTROMAGNETIC HOLD-OPE N DEV ICES AT OPE NINGS A20 1 C, B13 0 A, B13 0 B, B13 0 C RELEASING DOO RS W HEN LOCKDOW N. - INSTALL LOCKDOW N ACTIVATION BUTT ONS AT COUN TER IN OFF ICE A10 5 , AT COUN TER IN CH ECK-IN A11 7 , AT AVL BOO TH A21 2 , AT PULPIT IN SANC TUARY B13 6 , AT BALCONY AVL BOO TH IN SANC TUARY B13 6 , AT W ELCOME CENTER COUN TER IN GATHERING B14 5 , AND AT RECEP TION B15 8 . SF2 SF1 SF1 W2 W3 W 1 AUTO OPE N BUTT O N AUTO O PE N BUTT ON BOLL ARD OPERABLE PARTITIO N SIM ILAR TO MODERN FOLD ACOUSTI-SE AL 913, 50 STC, VINYL COVE RED GYP S UM (AND STRU C TUR AL SUPP ORT TO BE CLARIFIED AT CONSTRU C TION DOCUMENTS) W32 B130B B130A W ITH ELECTRO M AGNETIC LOCKDO W N DEV ISE S (SE E NOTE THIS SHEE T) ADD ELECTROM AG NETIC LOCKDO W N DEV ISE (SE E NOTE THIS SHEE T) ADD ELECTRO M AGNETIC LOCKDO W N DEV ISE (SE E NOTE THIS SHEE T) B10 6 B132B B13 2 A = NO ACC ES S THIS DIRECTIO N DU R ING LOCKDO W NPro g r e s s 7 -1 7 -1 3 6-20 -13 Date B10 2 A A107 B124A B124B ADD ELECTRO M AGNETIC LO CKDOW N DEV ISE (SE E NOTE THIS SHEE T) SE RVICE CH ECK-IN CASE W ORK O FF ICE B17 1 XX X XXX W31 O FF ICE XX X XX X RES TRO O M B14 1 FAM ILY B140 B141 XX X XX X X RELO CATE CASE W ORK OPE RABLE PARTITION SIM ILAR TO M O DERN FO LD ACOUSTI-SE AL 91 3 , 50 STC, VINYL COVE RED GYP S UM (AND STRU C TUR AL SUPP ORT TO BE CLARIFIED AT CO NSTRU C TIO N DOCU MENTS) B132C 1,52 0 35 0 19 0 30 0 15 0 39 024 0 20 0 90 30 0 21 0 28 0 40 60 9090 20 0 15 0 15 0 60 60 11 0 24 0 3,79 0 1,30 0 60 0 11 0 87 0 1,30050 87 0 70 11 0 50 80 13 0 92 0 89 0 61 0 16 0 30 20 20 2 0 54 0 49 0 18 0 30 10 1 0 630 63 0 28 0 28 0 40 63 0 73 0 40 0 80 36 0 5,48 0 90 40 40 28 0 S S S S D D S S S S D D S S D D D D D D D D S S S D D D D S D D S S S S S SS S S SD D SS S S S S SS S S SS D D D S SS S D DSSSSSSSSD D D D D D D D S S S D D D S S S S S S S S SSSS S S S S D D S S D D S S S S S S D D D D S W ALL TYP E DES IG NATIO NS 3 5/8" 25 G AG E STEE L STUD S AT 16 " O .C. UP TO BOTT OM OF W 33 W 31 DECK ABO VE . 6" 20 GAGE STEE L STUD S AT 16 " O.C. UP TO BOTT O M O F W 61 DECK ABO VE . - INSTALL 5/8" GYP S UM BOARD ON BOTH SIDES OF METAL STUD S, - INSTALL TOP CH ANN EL RU N N ER W ITH OVE RSIZE LEG AT W ALL S - INSTALL FULL W IDTH ACO USTIC BATT INSULATION IN ALL NOTES : M EM BE R TO ALL O W FOR ROO F DEFLECTION. W HICH EX TEND UP TO BOTT O M O F DECK OR STRU C TUR AL EX CEP T O NE SIDE O NLY AT FUR R ING COND ITIONS. RES TROO M W ALL S, CLASS ROO M W ALL S, AND OFF ICE W ALL S. ADJACENT CEILING. 3 5/8" 25 G AG E STEE L STUD S AT 16 " O .C. UP TO 4" ABO VE HIG HES T W 32 1-HOUR RATED FIRE PARTITIO N O F 3 5/8" 25 GAG E STEE L STUD S AT 16 " O .C. UP TO BO TT OM OF DECK ABOVE W ITH 1-LAYE R 5/8" TYP E "X" GYP S UM BOARD BOTH SIDES PE R U.L. #U49 5 - M ATCH FINISHED W IDTH O F EX ISTING W ALL S W HERE BE ING EX TEND ED O R INFILL ED. W 34 2-HOUR RATED FIRE PARTITIO N INFILL IN EX ISTING FIRE PARTITION W ITH 3 5/8" 25 GAGE STEE L STUD S W ITH 2-LAYE RS 5/8" TYP E "X" G YP S UM BOARD BOTH SIDES PE R U.L. #U49 5 7/8" M ETAL FUR R ING CH ANN ELS AT 16 " O.C. UP TO 4" ABOVE W 11 HIGHES T ADJACANT CEILING . BE ARING W ALL O F 6" 16 G AG E STEE L STUD S AT 16 " O.C. W 62 18 614 0 29 7 72 8 3737 58 4 27 5 14 8 71 3 14 5 16 4 61 2 16 0 67 64 80 55 1 86 4 2333 1,29 7 54 6 55 1 95 3,58 9 19 7 14 0 37 2 24 3 26 8 17 2 10 1 26 5 22 3 11 0 16 5 19 5 78 19 0 56 2 Project No. She e t No. Revision s: Date Drawn By Che ck ed By W CHU RCH SOLUTIONS T& BYRU M A R C H ITEC TS req u ired for the prop e r execution an d pe rforman ce an d completion of the req u ire- architectural elemen ts an d , in some cases, service for use solely with respe ct to this The se drawing s ind icate the ge n e ral scop e of the project in terms of architectural de sign con cep t, t he dimen sion s of bu ilding , the major the structural, mecha n ical, an d /or electrical sy s tems. The Drawing s do no t ne cess arily ind icate or de sc ribe all work req u ired for full m en ts of the Con tract. On the ba sis of the ge n e ral sc op e ind icated or de sc ribe d , the trad e con tractors sha ll furnish all item s Use of Documen ts projects or ad d ition s to this Project witho u t Project an d sha ll no t be used on othe r Project are instrumen ts of the Architect's do cumen ts prep a red by the Architect for this The Drawing s, Spe cification s, an d othe r written pe rmiss ion an d du e compe n sation to Certified By completion of the work. the Architect. Scope DrawingsT&W Corpo ration 46 2 4 1 38 4 1 W . M orris St. Ind ian a p o lis, Ind ian a 621 North Range Line Road, Carmel, Indiana 46032 Carmel United Methodist Church Specially commissioned by T&W Church Solutions, and used under license. 12 0 0 5 JW B CAD XX -XX -XX EXTERIOR ELEVATIONS, INTERIOR ELEVATIONS AND BUILDING SECTIONSA30 1 A20 2 01 SCALE: 3/32 " = 1'-0" BASE M ENT PLAN URTIH 91 0 0 6 0 NE STATE OF IS IRET E RG A NAIDD A R C SEG E ONJ W R YEL B RET ISNo. Y ED TCE M Additions and Renovations to Cop yrigh t 20 1 3 C 16 0 W. Carmel Drive, Suite 24 0 Carmel, Ind ian a 46 0 3 2 31 7 -57 4 -88 0 8 ww w .byrumarchitects.ne t A30 1 02 SCALE: 3/32 " = 1'-0" SO UTH EX TERIO R ELEV ATIO N A301 03SCALE: 3/32" = 1'-0" WEST EXTERIOR ELEVATION / SECTION A30 1 04 SCALE: 1/4" = 1'-0" INTERIO R ELEV ATIO N 12 ±6 (MATCH EX ISTING) E.I. F.S. M ECH . CO UR T SCR EE N BE Y OND CO LONN ADE UPP E R PORTION EX ISTING INTERIO R W IND OW S NEW PAINTED W O O D SILL NEW STONE SILL RE-USE EX ISTING BRICK FRO M DEM O LISHED BE LO W W IND O W S W ITH M ATCH ING M ORTAR NEW DO O RS AND FRAM ES L4 x6x3/8 STEE L LINTEL NEW W IND OW S TO M ATCH EX ISTING (WES TERN UN IT TO BE 5-5/8" SHORTER AT BOTT OM FOR SLOPE D FLOO R) EX ISTING W IND O W SLO PE W ALK DOW N M AXIM UM 1:20 W ITHOUT RAILING UN D ER COLO NN ADE A30 1 05 SCALE: 1/4" = 1'-0" INTERIO R ELEV ATIO N E.I. F.S. 20 " BASE DIAM ETER GFRC DORIC CO LUM NS AT CANOPY 18 " BASE DIAM ETER G FRC DORIC COLUM NS AT COLO NN ADE A30 1 01 SCALE: 3/32 " = 1'-0" EAST EX TERIO R ELEV ATIO N / SE CTIO N CO LUM NS BE Y O ND ±8'-9 1/4"4'-4" 2'-5"±8'-9 1/4" TOP O F RES TROO M ADD ITIO N BE Y OND ±14'-7" AT RESTROOM ADDITION BEYOND COURT A30 1 06 SCALE: 1/4" = 1'-0" RES TRO O M BUILDING SE CTIO N XX XX X X XX XX X X XXXXXX XX XX X X ±11'-3" (CONFIRM WITH EXISTING WALL HEIGHT) (HIGHER) F.F. 10 0 '-0" FIRST FLO O R FRAM E AND M ASONR Y 10 0 '-0" TOP OF PARAPE T 9'-0" 14'-7" FASCIA TO M ATCH EX ISTING LO CATED AT SO UTH END O F GYM NASIUM PREFINISHED M ETAL STEP P E D 4" C.M .U. SUBS TRATE TO M ATCH EX ISTING BRICK RO W LOCK SP E CIAL SHAPE 6" __ _ GAGE LOAD BE ARING STEE L STUD S AT 16 " O .C. R-19 BATT INSULATIO N 5/8" G YP S UM BOARD O VE R VAPOR RETARD ER M INIM UM R-7.5 CONTINU OUS RIG ID INSULATION SHEATHING FACE BRICK TO M ATCH EX ISTING W ITH TIES AT 16 " O .C. EACH W AY TOP O F PARAPE T BE Y OND R.T.U. (SE E MECH ANICAL) ROO F DR AIN SLOPE DO W N 1/4" PE R FOO T SLO PE DOW N 1/4" PE R FOO T 6-20 -13 P r o g r e s s 7 -1 6 -1 3 5 3/8" 5 3/8"