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Home My WebLink About12005_2013-08-09_A201.pdfNORTH Project No. Sheet No. Revisions: Drawn By Checked By W CHURCH SOLUTIONS T& BYRUM 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 ments of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items 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 . Morris 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 OR PLAN URTIH 910060 NE STATE OF IS IRET E RG A NAIDD AR 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 OFFICE B160 OFFICE B163 OFFICE B159 OFFICE B144 OFFICE B176 OFFICE B175 OFFICE B166 OFFICE B172 OFFICE B169OFFICE B171 CONFERENCE B148 LIBRARY/ STORAGE B174 STAIR BS6 ELEVATOR RECEPTION B157 ROOM B164 W ORK AREA B145 GATHERING CAFE B146 VESTIBULE B149 CANOPY DOW N DOW N UP DOW N DOWN DOWNDOWN 02 A301 W ELCOM E CENTER EQUIPMENT B154 A.V. W OM EN A122 03 A301 UP 04 A301 06 A301 07 A301 SANCTUARY B136 CHANCEL & CHOIR B135 NARTHEX B137 CHAPELB111 CLASSROOM B117 CLASSROOM B123 CLASSROOM B127 CLASSROOM B109 CLASSROOM B132 CLASSROOM B106 CLASSROOM B102 CLASSROOM B118 COURTYARD COURTYARD COURTYARD CRY ROOM B124 RESTROOM B126 RESTROOM B108 RESTROOM B107 STORAGEB110 W OM EN B114 & B115 M EN B113 STAIRBS1UPDOWN CORRIDOR B116 CORRIDOR B122 CORRIDOR B130 CORRIDOR B131 DOWN DOWN DOWN DOWN DOWN STORAGE B133 STAIR BS2 W OM EN A110 - M EN A109 CORRIDOR A102 CORRIDOR A103 CLASSROOM A107 CLASSROOM A108 OFFICEA104OFFICEA105 STOR. A106 9'-0" KITCHEN A112 STAIR AS2 ELECTRICAL A116 STORAGE A114 GYM NASIUM A115 EM ERGENCY EXIT ONLY VESTIBULE B143 CORRIDOR B158 STOR. B167 CORRIDOR B173 CORRIDOR B142 CORRIDOR B156RAMP DOWN STOR. A111 ELEVATOR 01 A301 OFFICE B161 KITCHEN B147 COURT M ECH. 48" GATE RESTROOM ADDITION 752 SF CANOPY ADDITION 900 SF EXISTING PARKING NEW SIDEW ALK OVERHEAD COILING 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-HOUR C.M .U. FIRE W ALL A104 E X IS T IN G S ID E W A LK A103 COLONNADE ADDITION 570 SF 20" BASE DIAM ETER GFRC DORIC COLUM NS AT CANOPY 18" BASE DIAM ETER GFRC DORIC COLUMNS AT COLONNADE RFGTR.SINK A108 NEW DUTCH DOOR EXISTING RAMP DOWN REPLACE W ATER CLOSETS SEE PLUMBING EXISTING PORTABLE PLATFORM STOR.A118VESTIBULEA101 RESTROOM B105 ACCESS B134 JANITOR B138 STORAGE B140 VESTIBULE B139 CORRIDOR B155 M EN A123 EXISTING SIDEW ALK NEW SIDEW ALK COLONNADE NO CURB NEW SIDEW ALK A122 OFFICE 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 OPENING 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 OF OPENING9'-10 1/2"9'-10 1/2" W62 W61 W62 W01W01 W62 W32 A102BA102A W ITH ELECTROM AGNETIC HOLD-OPEN DEVISES (SEE NOTE THIS SHEET) WITH ELECTROMAGNETIC HOLD-OPEN DEVISES (SEE NOTE THIS SHEET) W ITH ELECTROM AGNETIC HOLD-OPEN DEVISES (SEE NOTE THIS SHEET) ADD ELECTROMAGNETIC SECURITY DEVISES(SEE NOTE THIS SHEET) SECURITY AND LOCKDO W N DEVICES SF2 SF1 SF1 W2 W3 W 1 AUTO OPEN BUTTON AUTO OPEN BUTTON BOLLARD W32 B130B B130A W ITH ELECTROMAGNETIC LOCKDOW N DEVISES (SEE NOTE THIS SHEET) ADD ELECTROM AGNETIC LOCKDOW N DEVISE (SEE NOTE THIS SHEET) B132B = NO ACCESS THIS DIRECTION DURING LOCKDOW N - SEE A501 Date B102 A107 B124A B124B ADD ELECTROM AGNETIC LOCKDOW N DEVISE (SEE NOTE THIS SHEET) OFFICE B170 B172 B158 W31 OFFICE B165 B163 RESTROOM B141 FAM ILY B140 B141 03 A201 RELOCATE CASEW ORK 8'-0" TALL OPERABLE PARTITIONS SIM ILAR TO MODERNFOLD ACOUSTI-SEAL 932 W ITH OVERHEAD TRACK, VINYL COVERED GYPSUM FACES, AND MINIMUM 47 STC. DRYW ALL BULKHEAD ABOVE UP TO BOTTOM OF EXISTING TRUSSES / B132A 04 A301 06 A301 SEE 05/A301 FOR ADDITION OF INSULATED GLAZING ON SANCTUARY SIDE OF 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 OPENING 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 OVED FOR PLUMBING 6"1'-0"1'-0"±6'-0 7/8"(4'-1 1/4" MINIMUM)1'-0"EWC CASEW ORK - REFER INTERIOR DRAW INGS CASEW ORK - REFER INTERIOR DRAW INGS REFR./FREEZER FLOOR MOUNTEDOVERHEAD BRACEDTOILET PARTITIONSAND URINAL SCREENS(TYPICAL)COUNTERTOPS - REFERINTERIOR DRAWINGS CASEW ORK - REFER INTERIOR DRAW INGS CASEW ORK - REFER INTERIOR DRAW INGS T2ABOVET1ABOVE CASEW ORK - REFER INTERIOR 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 PARTITIONS SIMILAR TO MODERNFOLD ACOUSTI-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 COLUM N AND BEAM PER STRUCTURAL COLUM N AND BEAM PER STRUCTURAL CORRIDOR B121 W RAP COLUM N W ITH DRYW ALL W RAP COLUM 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 DESIGNATIONS 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 SLOT 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 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF W 33 W 31 DECK ABOVE. 6" 20 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF W 61 DECK ABOVE. - 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 ACOUSTIC BATT INSULATION IN ALL NOTES: M EM BER TO ALLOW FOR ROOF DEFLECTION. W HICH EXTEND UP TO BOTTOM OF DECK OR STRUCTURAL EXCEPT ONE SIDE ONLY AT FURRING CONDITIONS. RESTROOM WALLS, CLASSROOM WALLS, AND OFFICE WALLS. WITH TOP & BOTTOM CHANNEL ADJACENT CEILING. 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO 4" ABOVE HIGHEST W 32 1-HOUR RATED FIRE PARTITION OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF DECK ABOVE W ITH 1-LAYER 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES PER U.L. #U495 - M ATCH FINISHED W IDTH OF EXISTING W ALLS W HERE BEING EXTENDED OR INFILLED. W 34 2-HOUR RATED FIRE PARTITION INFILL IN EXISTING FIRE PARTITION W ITH 3 5/8" 25 GAGE STEEL STUDS W ITH 2-LAYERS 5/8" TYPE "X" GYPSUM 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 GYPSUM 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 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 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 GAGE 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 S3 S S S S3S S S S S S S S S S3S S SS S S S S S3 CENTER BRACE AT 16" OR 8" O.C. (PER STRUCTURAL DRAWINGS)