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Home My WebLink About12005_2013-08-09_A201NORTH Project No. Sheet No. Revisions: Drawn By Checked By W CHURCH SOLUTIONS T& BYRU M A R C H ITEC TS required for the proper execution and performance and completion of the require- architectural elements and, in some cases, service for use solely with respect to this These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full m ents of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all item s Use of Documents projects or additions to this Project without Project and shall not be used on other Project are instruments of the Architect's documents prepared by the Architect for this The Drawings, Specifications, and other written permission and due compensation to Certified By completion of the work. the Architect. Scope DrawingsT&W Corporation 46241 3841 W . M orris St. Indianapolis, Indiana 621 South Range Line Road, Carmel, Indiana 46032 Carmel United Methodist Church Specially commissioned by T&W Church Solutions, and used under license. 12005 JW B CAD 8-9-13 FIRST FLOOR PLANA201 A201 01 SCALE: 3/32" = 1'-0" FIRST FLO O R PLAN URTIH 910060 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 Copyright 2013 C 160 W. Carmel Drive, Suite 240 Carmel, Indiana 46032 317-574-8808 www.byrumarchitects.net O FFICE B160 O FFICE B163 O FFICE B159 O FFICE B144 O FFICE B176 O FFICE B175 O FFICE B166 O FFICE B172 O FFICE B169O FFICE B171 CO NFERENCE B148 LIBRARY/ STO RAG E B174 STAIR BS6 ELEVATOR RECEPTIO N B157 RO O M B164 W O RK AREA B145 G ATHERING CAFE B146 VESTIBULE B149 CANO PY DOW N DO W N UP DO W N DOWN DOWNDOWN 02 A301 W ELCOM E CENTER EQUIPM ENT B154 A.V. W OM EN A122 03 A301 UP 04 A301 06 A301 07 A301 SANCTUARY B136 CHANCEL & CHOIR B135 NARTHEX B137 CHAPELB111 CLASSRO O M B117 CLASSRO O M B123 CLASSRO O M B127 CLASSRO O M B109 CLASSRO O M B132 CLASSRO O M B106 CLASSRO O M B102 CLASSRO O M B118 CO URTYARD CO URTYARD CO URTYARD CRY RO O M B124 RESTRO O M B126 RESTRO O M B108 RESTRO O M B107 STORAGEB110 W O M EN B114 & B115 M EN B113 STAIRBS1UPDOWN CO RRIDO R B116 CORRIDOR B122 CORRIDOR B130 CO RRIDO R B131 DOWN DOWN DOWN DOWN DOWN STO RAG E B133 STAIR BS2 W O M EN A110 - M EN A109 CO RRIDO R A102 CO RRIDO R A103 CLASSRO O M A107 CLASSRO O M A108 OFFICEA104OFFICEA105 STO R. A106 9'-0" KITCHEN A112 STAIR AS2 ELECTRICAL A116 STO RAG E A114 G YM NASIUM A115 EM ERGENCY EXIT O NLY VESTIBULE B143 CORRIDOR B158 STO R. B167 CO RRIDO R B173 CO RRIDO R B142 CORRIDOR B156 RAMP DOWN STO R. A111 ELEVATO R 01 A301 O FFICE B161 KITCHEN B147 CO URT M ECH. 48" GATE RESTRO O M ADDITIO N 752 SF CANO PY ADDITIO N 900 SF EXISTING PARKING NEW SIDEW ALK OVERHEAD CO ILING SHUTTER ADD ELECTROMAGNETICLOCKDOWN DEVISES(SEE NOTE THIS SHEET) B130CB118 B117 A105BA105A B176 B144 B171 B175 B148B B148A B164 B147A B 1 4 7 B B161 B160 B157 B149D B149B B149A B149C A123 B136C B136B B136A STRUCTURALLY INDEPENDENT 2-HO UR C.M .U. FIRE W ALL A104 E X IS T IN G S ID E W A LK A103 CO LO NNADE ADDITIO N 570 SF 20" BASE DIAM ETER G FRC DORIC COLUM NS AT CANOPY 18" BASE DIAM ETER GFRC DORIC COLUM NS AT COLONNADE RFGTR.SINK A108 NEW DUTCH DOO R EXISTING RAMP DOWN REPLACE W ATER CLO SETS SEE PLUM BING EXISTING PORTABLE PLATFORM STOR.A118VESTIBULEA101 RESTRO O M B105 ACCESS B134 JANITOR B138 STO RAG E B140 VESTIBULE B139 CO RRIDO R B155 M EN A123 EXISTING SIDEW ALK NEW SIDEW ALK COLONNADE NO CURB NEW SIDEW ALK A122 O FFICE B168 B162 SERVER B162 02 A201 B111 STAIR BS6 STAIR BS3 STAIR BS5 STAIRAS1 B148C W35 W35 W35 W 35 W32 DRYW ALL INFILL OPENING 7'-2 1/4" 2'-3 5/8" DRYW ALL INFILL O PENING W34 01 A402 02 A401 01 A401 W32 W33 W33 W33 DRYW ALL INFILL OPENING W 33 W33 16'-6 1/8" 16'-6 1/8" ±8'-4 7/8" 45° 1 2 '-1 " DW W32 W 32 5'-0" W 31 W 31 W 31 W31 W33 W33 W 33 W33 W31 DRYW ALL INFILL OPENING W 31 W31 W31 W 31 W 31 W31 BULKHEAD ABOVE BULKHEAD ABOVE EQUAL±16'-0"EQUAL CENTER O F OPENING9'-10 1/2"9'-10 1/2" W62 W61 W62 W01W01 W62 W32 A102BA102A W ITH ELECTRO M AG NETIC HOLD-O PEN DEVISES (SEE NOTE THIS SHEET) WITH ELECTROMAGNETIC HOLD-OPEN DEVISES (SEE NOTE THIS SHEET) W ITH ELECTRO M AGNETIC HO LD-OPEN DEVISES (SEE NOTE THIS SHEET) ADD ELECTROMAGNETIC SECURITY DEVISES(SEE NOTE THIS SHEET) SECURITY AND LO CKDO W N DEVICES SF2 SF1 SF1 W2 W3 W 1 AUTO OPEN BUTTO N AUTO O PEN BUTTON BOLLARD W32 B130B B130A W ITH ELECTRO M AGNETIC LOCKDO W N DEVISES (SEE NOTE THIS SHEET) ADD ELECTROM AG NETIC LOCKDO W N DEVISE (SEE NOTE THIS SHEET) B132B = NO ACCESS THIS DIRECTIO N DURING LO CKDOW N - SEE A501 Date B102 A107 B124A B124B ADD ELECTRO M AGNETIC LO CKDOW N DEVISE (SEE NOTE THIS SHEET) O FFICE B170 B172 B158 W31 O FFICE B165 B163 RESTRO O M B141 FAM ILY B140 B141 03 A201 RELO CATE CASEW ORK 8'-0" TALL O PERABLE PARTITIONS SIM ILAR TO M O DERNFO LD ACOUSTI-SEAL 932 W ITH OVERHEAD TRACK, VINYL COVERED GYPSUM FACES, AND MINIMUM 47 STC. DRYW ALL BULKHEAD ABO VE UP TO BO TTOM OF EXISTING TRUSSES / B132A 04 A301 06 A301 SEE 05/A301 FO R ADDITION O F INSULATED G LAZING ON SANCTUARY SIDE O F OPENINGS B136A, B136B, AND B136C 3'-0"19'-9"3'-0" 6'-0"16'-9"6'-0" 1'-6"1'-6" 7'-9" 1'-6"1'-6" 22'-6" 1'-6"1'-6" 13'-2"10'-2"8'-4 1/8" 1'-9 7/8" 6'-0 1/4" 3'-6 3/8" 6'-0 1/4"3'-6 3/8" 3'-5 3/4" 2'-10 1/4" 3'-4 1/2"3'-5 3/4"3'-5 3/4" NORTHA20103SCALE: 1/4" = 1'-0" FAMILY RESTROOM B141 NORTHA20102SCALE: 1/4" = 1'-0" WOMEN A122 AND MEN A123 RESTROOMS WOMENA122 MENA123 W32 W01W01 W62 W32W32 A123A122 SLOPE DOWN SLOPE DOWN 5'-0" CLEAR4 EQUAL 17'-1 1/4"±10'-0 1/2"7/8"7 5/8"7/8"5'-1 1/4"3 5/8"6"6"5'-0"6"10"4'-0"5'-0"4'-10 3/8"4'-8"7 5/8"6"6"6"±34'-4"22'-0" 22'-0" ±8'-4" ±35'-0" ±8'-4"EMERGENCYEXIT ONLYA103 SF2CORRIDORA103 W01 W01 W 11 W11 W11 W11 W11 W61 W11 DRYW ALL INFILL O PENING T1T2T10T10T1RESTROOMB141FAMILYSTORAGEB140B140B141T3T5T7T6T8T107'-1"3 5/8"5'-0" CLEAR 30" WIDEKNEE SPACECASEWORK -SEE INTERIORDRAWINGS W31 W31 T7 T4 T5T3 T6T3T4T3T4T3T4T3T4T6T3T5T7T3T9T9 02 A402 EW C REPLACE W ATER CLOSET SEE PLUM BING DRYW ALL INFILL OPENING POUR SLAB W HERE REM O VED FO R PLUM BING 6"1'-0"1'-0"±6'-0 7/8"(4'-1 1/4" MINIMUM)1'-0"EWC CASEW O RK - REFER INTERIO R DRAW ING S CASEW ORK - REFER INTERIO R DRAW INGS REFR./FREEZER FLOOR MOUNTEDOVERHEAD BRACEDTOILET PARTITIONSAND URINAL SCREENS(TYPICAL)COUNTERTOPS - REFERINTERIOR DRAWINGS CASEW O RK - REFER INTERIOR DRAW ING S CASEW O RK - REFER INTERIOR DRAW ING S T2ABOVET1ABOVE CASEW ORK - REFER INTERIO R DRAW INGS W 33 DRYW ALL INFILL OPENING DRYW ALL THESE W ALL DUE TO DISPLAYS DEM O 1,260 LBS. M AXIM UM EXISTING UPPER CEILING 8'-0" TALL OPERABLE PARTITIO NS SIM ILAR TO MODERNFOLD ACO USTI-SEAL 932 W ITH OVERHEAD TRACK, VINYL COVERED GYPSUM FACES, AND MINIMUM 47 STC. DRYWALL BULKHEAD ABOVE UP TO BOTTOM OF EXISTING TRUSSES / EXISTING UPPER CEILING 1,700 LBS. M AXIM UM PANEL FILLER ABOVE EXISTING H.V.A.C. UNIT CO LUM N AND BEAM PER STRUCTURAL CO LUM N AND BEAM PER STRUCTURAL CO RRIDO R B121 W RAP COLUM N W ITH DRYW ALL W RAP CO LUM N W ITH DRYW ALL 5'-8" 1,520 350 190 300 150 390240 200 90 300 210280 40 60 9090 200 150 150 60 60 110 240 3,790 1,300 600 600 110 870 1,30050 870 70 110 50 80 130 920 890 610 160 30 20 20 20 540 490 180 30 1010 630 630 280 280 40 630 730 400 80 360 5,480 90 40 40 280 W ALL TYPE DESIG NATIO NS T2B-2888B-6806 B-6806 B-270NOTE: PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES MEETING ADA GUIDELINES WITH RAISED LETTERS AND BRAILLE - MOUNT AT 60" TO CENTER (SUBMIT COLOR SAMPLES TO OWNER FOR SELECTION) SIGNAGE - "MEN", "WOMEN"T7 T6 T5 T4 T3TISSUE DISPENSER36" HORIZONTAL GRAB BAR42" HORIZONTAL GRAB BAR SANITARY NAPKIN DISPOSALBOBRICK BOBRICK BOBRICK BOBRICK 34" TO CENTER OF BAR 20" TO CENTER OF ROLL 29" TO TOP OF UNIT34" TO CENTER OF BAR 442795 TOILET ACCESSORIES SCHEDULET1MARKDESCRIPTIONPAPER TOWEL DISPENSER MODEL SIMILAR TOSPRING GROVE45" TO TOWEL SLO T MOUNTING HEIGHT40" TO BOTTOM OF MIRROR 44" TALL X FULL WIDTH MIRROR T8T9 B-3644WASTE RECEPTACLEBOBRICK 43" TO TOP OF UNITB-680618" VERTICAL GRAB BAR40" A.F.F. TO BOTTOM AND 40" BOBRICK T10 B-16524" X 36" MIRRORBOBRICK 40" TO BOTTOM OF MIRROR TO CENTER FROM BACK W ALL OR "RESTROOM" 3 5/8" 25 G AG E STEEL STUDS AT 16" O .C. UP TO BOTTOM OF W 33 W 31 DECK ABO VE. 6" 20 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTO M O F W 61 DECK ABO VE. - INSTALL 5/8" GYPSUM BOARD ON BOTH SIDES OF METAL STUDS, - INSTALL TOP CHANNEL RUNNER W ITH OVERSIZE LEG AT W ALLS - INSTALL FULL W IDTH ACO USTIC BATT INSULATION IN ALL NOTES: M EM BER TO ALLO W FOR ROOF DEFLECTION. W HICH EXTEND UP TO BOTTO M O F DECK OR STRUCTURAL EXCEPT O NE SIDE O NLY AT FURRING CONDITIONS. RESTROOM W ALLS, CLASSROOM W ALLS, AND OFFICE W ALLS. WITH TOP & BOTTOM CHANNEL ADJACENT CEILING. 3 5/8" 25 G AG E STEEL STUDS AT 16" O .C. UP TO 4" ABO VE HIG HEST W 32 1-HOUR RATED FIRE PARTITIO N O F 3 5/8" 25 GAG E STEEL STUDS AT 16" O .C. UP TO BO TTOM OF DECK ABOVE W ITH 1-LAYER 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES PER U.L. #U495 - M ATCH FINISHED W IDTH O F EXISTING W ALLS W HERE BEING EXTENDED O R INFILLED. W 34 2-HOUR RATED FIRE PARTITIO N INFILL IN EXISTING FIRE PARTITION W ITH 3 5/8" 25 GAGE STEEL STUDS W ITH 2-LAYERS 5/8" TYPE "X" G YPSUM BOARD BOTH SIDES PER U.L. #U495 7/8" M ETAL FURRING CHANNELS AT 16" O.C. UP TO 4" ABOVE W 11 HIGHEST ADJACANT CEILING . BEARING WALL OF 6" 14 GAGE (600S162-68) STEEL STUDS WITH W 62 186140 297 728 3737 584 275 148 713 145 164 612160 67 64 80 551 864 2333 1,297 546 551 95 3,589 197 140 372 243 243 268 268 172 101 101 265 223 110 165 195 78 190 562 2 3 4 5 6 7 KJHGFEDC BA 1 54 93 93 G YPSUM BOARD APPLIED DIRECTLY TO EXISTING C.M .U. W 01 SS S S S S S SS S S S SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S SS S S S S S S 3 5/8" 25 G AG E STEEL STUDS AT 16" O .C. UP TO CEILING W 35 E E E EEE E E E E E E E E E E E E EE E E E E E E E E E E E E E EEE EE EE E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E EE E EE E E E E E E E E E E E E E E E E E E E E E E E E EE E E E S S S S S S F S S S S S SSSSS E S S S S S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S E E E S S S S S S S S S S SS S S S S S S SS S S S S SS S S S S S S S S S S S S S S S S S S S S S S SS S3 3 S 3 S S S S 3S S S S S S S S S S3S S SS S S S S S 3 CENTER BRACE AT 16" OR 8" O.C. (PER STRUCTURAL DRAWINGS)