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Home My WebLink About16040150 Building PlansT"�c "ND FINISH OF CASEWORK PS PER IN,-��.,� ��-.w�� JGS (TYPIG ADJUSTAB�E SHELVES (TYPICA�) BASE PER I DESIGNER (TYPICA�) 2'-0,� 2�_�,� �_�,� 2�_�,� �, �_n,��r 2�_6,� 2�_6,� � � -., � I—I 06 CRAWLERS 121 07 2-YEAR OLDS 122 A202 SCALE: 1/4" = 1'-0" A202 SCA�E: 1/4" = 1'-0" = = — �--=� � � — — -----� --� - - _ ------- __ I I � � � � I I - I I I I � OVENS � � � REFRIGERATED CASE � � � � _ gY _ � � � BY OWNER �__ __ � OWNER I z I I I I O� � I I � / i I ____ I I L J � , CONFIRM 3'-0" CONFIRM ±4'-0" FILLER 13 WARMING KITCHEN 134 A202 SCA�E: 1/4" = 1'-0" 3'-0" 3'-0" 4'-6" (..� FI��ER FILLER oa WALKERS 124 A202 SCALE: 1 /4" = 1'-0" � —!— t -- --�; � N tV _\ � -- -- - --------- � � � ICE MAKER —j, � � � SINK BY OWNER I I � - - � N � / �� -- �� --- N \ 2'-0" 3,_�� 2,_6" 2,_6,� FILLER FILLER 14 WARMING KITCHEN 134 A202 SCALE: 1/4" = 1'-0" TOILET ACCESSORIES SCHEDULE MARK DESCRIPTION MOUNTING HEIGHT T1 AUTO ROLL TOWEL DISPENSER BOBRICK B-29744 44" TO TOWEL SLOT T2 WASTE RECEPTACLE BY OWNER T3 TISSUE DISPENSER BOBRICK B-5288 20" TO CENTER OF ROLL T4 SANITARY NAPKIN DISPOSAL BOBRICK B-5270 29" TO TOP OF UNIT T5 18" VERTICAL GRAB BAR BOBRICK B-6806 40" A.F.F. TO BOTTOM AND 40" TO CENTER FROM BACK WALL T6 36" HORIZONTA� GRAB BAR BOBRICK B-6806 34" TO CENTER OF BAR T7 42" HORIZONTA� GRAB BAR BOBRICK B-6806 34" TO CENTER OF BAR T8 24" X 36" MIRROR BOBRICK B-165 40" TO BOTTOM OF MIRROR ------- - -_ ---___- --------- --------- --------- ----------___ __— --------_ - ----- --- ----- T9 44" X FULL WIDTH MIRROR WITH TOP & BOTTOM CHANNE� 10 SIGNAGE -"MEN" OR "WOMEN" MEETING ADA GUIDELINES WITH RAISED LETTERS AND BRAI��E - MOUNT AT 60" TO CENTER (SUBMIT COLOR SAMPLES TO OWNER FOR SELECTION) 11 DIAPER CHANGING STATION BOBRICK KB200-00 33" TO CHANGING SURFACE NOTE: PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES NOTE: REFER TO THE 2009 ICC/ANSI A117 STANDARD AND THE 2010 A.D.A. GUIDELINES FOR MOUNTING OF ALL TOILET ACCESSORIES. CONTACT ARCHITECT IF ADDITIONAL CLARIFICATION IS NEEDED. WALL TYPE DESIGNATIONS W01 1-HOUR RATED WALL INFILL, WIDTH AS REQUIRED TO FLUSH WITH EXISTING, USING 1-�AYER 5l8" TYPE-X GYPSUM BOARD BOTH SIDES. W02 WALL INFI��, WIDTH AS REQUIRED TO FLUSH WITH EXISTING, USING 1-LAYER 5!8" GYPSUM BOARD BOTH SIDES. W31 1-HOUR RATED WALL OF 3 5/$" 25 GAGE STEE� STUDS AT 16" O.C. WITH 1-LAYER 5/8" TYPE-X GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. W32 NON-BEARING WALL OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER 5/8" GYPSUM BOARD BOTH SIDES UP TO RATED CEI�ING. W33 NON-BEARING WALL OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER 5!8" GYPSUM BOARD BOTH SIDES UP TO 10'-0" AFF.. W61 1-HOUR RATED WALL OF 6" 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-�AYER 5/8" TYPE-X GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. W62 NON-BEARING WALL OF 6" 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-�AYER 5/8" GYPSUM BOARD BOTH SIDES UP TO RATED CEI�ING. W63 NON-BEARING WALL OF 6" 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-�AYER 5/8" GYPSUM BOARD BOTH SIDES UP TO 7'-0" AFF. W64 NON-BEARING WALL OF 6" 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-�AYER 5/8" GYPSUM BOARD BOTH SIDES UP TO 10'-0" AFF. NOTES: - INSTA�� TOP CHANNE� RUNNER WITH OVERSIZE �EG AT WA�LS UP TO BOTTOM OF DECK OR STRUCTURA� MEMBER TO AL�OW FOR DEFLECTION. - INSTALL 1/2" TILE BACKER BOARD AT WA�� TILE LOCATIONS. (SEE INTERIOR DESIGNER DRAWINGS) - INSTALL FU�� WIDTH ACOUSTIC BATT INSULATION IN AL� NEW RESTROOM„ OFFICE, CLASSROOM, GREEN ROOM WAL�S, AND NEW WALLS BETWEEN SANCTUARY AND OTHER AREAS. - GYPSUM BOARD ONE SIDE ONLY AT FURRING CONDITIONS. N M � ---------5'-1-1/4'� 3 /8„ � c� � � � � � T2 T1�� -- - T8 . A�IGN � 1 ---� WOMEf� T6 164 i �� T7 � � 164 T3 T5 --=-- - �� W32 4'-7 5!8" 3 5/8" 5'-1 1/4" � � � �� T1 T2 � �` �-- � _ -- -- . �i MEN T8 w62 � 165 T6 i 165 � � T7 � � W32 �� - - =--� T5 T3 05 EN�ARGED P�AN A202 SCALE: 1 /4" = 1'-0" N M � 6" 5'-1 1 /4" W32 T6 RESTROOM � W W02 W62 158 158 -- - __. _C� - - - �-� W62 156 -r6 RESTROOM � 156 � � W32 04 EN�ARGED P�AN A202 SCALE: 1 /4" = 1'-0" ;I I , i i 6" 127A � � � � -� --� --� --� - - - - N � tZ/) � � � � MIRROR � Q MIRROR � __ __ __ __ � SINK -"' �AVATORIES -°M° d. LAVATO IES � -------__ - -- �- �- �- �- - �--J �--� �-_J �__� �__J - -� --� --� --� - i = i = -- -- -- � in / \ � / \ in � N N CV N tV ERIF 6'-0" 3'-0° 3'-0° �r �M ��M 2'-6" 2'-6" 2'-6" EQUAL EQUAL 2'-6" 2'-6" (MINIMUM FILLE 30") 30") FILLER FILLER FILLER 09 INFANTS 125 �o WOMEN 129 11 MEN 132 A202 SCALE: 1/4" = 1'-0" A202 SCALE: 1/4" = 1'-0" A202 SCA�E: 1/4" = 1'-0" 12 SERVING 133 A202 SCALE: 1 /4" = 1'-0" BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��,��,,� o�,O� ES �_ � Y � '''�� 00000vapa000 �— , o�� Qo��sTER��oa��,, No. �o � - '* v�� 0060 `°o �' - v��. - =�o e�--_ - �� o o c� _ \ \ ; � �°�e STATE cF eo��; - — = -- -- -- i_ � —�--� —�--� —�-- - - - - — — — — - -- —� �— —� �— —� �— - — — — — ;�� ANPa��; � � -- � � I � I � � � %,,,� � °o o � \�� Ni --- � N I ----------------------- CV — — \\\�_ \\\�_— CV — — \\\�_— CV �-- -- � N �/ o \ � I \ / \ / \ / _ _ _ _ _ - �� iii��i�iii��``\� �� I � � � � Certi ed By I -' I SINK -' -' -' SINK -' r T r r T I II - - - - = / � o �I / � / � , � o / / / o / / -- o 0 --- � --- � � � --- --- --- --- -- � -- --- -- --- -- -- � -- --- -- _� � % r Drawn By Checked By V � N I \ / \ / \ / N N N tV - ------ -- ---- CAD JWB 2'-0" 4'-0" 4'-0" 2'-0° 2'-0° �'- 3 0 3 0 3-0 � FILLER 3'-0° 3'-0° II� II 2'-6„ 2,_6„ 2,_6„ FILLER FILLER FI��ER FILLER FILLER F1�� ER' Date 4-4-16 15 WARMING KITCHEN 134 16 CLASSROOMS 139 & 141 17 SPECIAL NEEDS 154 7s CLASSROOMS 155 & 157 19 OPEN OFFICE 166 A202 SCALE. 1/4 — 1-0 A202 SCALE. 1/4 — 1-0 A202 SCALE. 1/4 — 1-0 A202 SCALE: 1/4" = 1'-0" A202 SCALE: 1/4" = 1'-0" Revisions: (ROOM 139 SHOWN) (ROOM 141 MIRRORED) (ROOM 155 SHOWN) (ROOM 157 MIRRORED) 4 TREADS AT 4'-�„ 11" EACH = 3'-8" UP 35" � � �. NEW P�UMBING 2'-11" FROM FACE OF EXISTING DRYWA�L STOREFRONT _____----- NON-BEARING WOOD TRUSSES ABOVE I;I I;I I;I I I�I � � 14'-0" 11'-J" � � 6 ( � BEANIS AND NON-BEARING ( � ( -- ------------- - ----- ---------------------- --- _ --- -- I-� ( ---- I I WOOD TRUSSES ABOVE -�I I I�( � ACE OF COL�UM S�UP TO SO'-0" A F.F. AT (� I �� CO�UMNS AND BEAMS CENTER I I�( � I BAPTISTERY I I BAPTISTERY ACCESS 127. (THEN FACE OF � � A3O2 WITH EXISTING WALL ��I I ( I ACCESS I ( EXISTING WA�L ABOVE 10'-0" A.F.F.) ( I I I ( `�° I I I BAPTISTERY 127 � � `° � I� I WOOD BULKHEAD APP�ICATION I I I C° SEE INTERIOR DESIGNER � ( I � � 1278 COLUMNS AND BEAMS CENTER ( I DRAWINGS) I I ( ( I __ I � I WITH EXISTING WALL I � I I I I I __ _. -- - - U P oo � � ( � � - 35�� d. STUDS CENTER WITH � � � � � ( � M �� CO�UMNS � I I I I -- --- -- - � W33 � ` � � � � I _ -- -- -- - -- fJ N — — — — — — ( O O O � i , i � i � W311 �� i� SERVWG i n nn OC�O� _��3� , � �J 0 �J \ J - , _ _ _ — — � 10 _� � , - - , \ i W31 � 2 133 8'-3 3/4,� W31 ( T3 �'` T3 T3 T3 T3 W32� o � T9 �� j 1,_�,� 7'-0" 3 5/8" � T9 10'-9 5/8i� � � A2�2 M / ----- ------ � ; , �' � � � � � � - � -- � � 1 fJ T� - � i --- - _.. i 132 11 T1 I�----------------- T4 _____ T4 I T4 _ T4 _____ T4 _� � A202 � � � __ 135 , „ � �- r — - � A202 � �- 14-6 5/8 FROM F CE OF EXISTING DRYWA�L � �/OMEN �� '� � 3'-0° � T2 � � CENTER WALLS WITH - � � � I � � � CO�UMN CENTERLINE � 5'-0" CLEAR 1" 3'-0" C�EAR 5'-10 5 8" �, 129 � 11 I � MEN � ' - � � I � � 132 � T1 REFGTR/FRZR. ~ T1 T2 � � W � N ----- 5'-0" W3 � � W31 I c� � - " - _ - COUNTERTOP � T7 '--- I � �� T� r j ICE MAKER WARMING � i -- T4 -- T4___ T4 T4 T4 N L_ -_-- � � � "' --- � KITCHEN � I M � I � 130 � - ---- - � 15 134 � I T5 ---_ T5 N o � C�iSR��R I N d � W31 , T3 T3 ___ , T3 T3 T3 � �r, 131 � � A2�2 13 � � I VESTIBU�E W61 o T7 T3 � � � �� T6 L J T� . �� L J 130 `� � q. A2�2 � i �__ W32 _ W32 � I I � / o �. A202 = i m � 0 0 � � E�EC. � 1p T �- � Q i � ' �--- V — �. _ o � - - - - - � - C_ � - -- --- -- -- / - , --� -- -- U T5 T3 I PANTRY CABINET� s � NEW PLUMBING WALL TOOT BRICK � � � � � N � �;- _, I I �� \� J T6 �� iWQ�i i � i u� z i � RESTROOM r3 - ��0� � 154 ��TS --- I��ml � -- � T8 T7 __ � v � -- T1 I I �� o T2 �___� `Y' ``' W02 � � � � � 6„ �� 0 � � � 4'-6" 10'-8 1 /8" 03 ENLARGED PLAN A202 SCALE: 1/4" = 1'-0" H , o _ Q _, T6 TO MATCH ! � ' '�' W62 � OVENS W32 N W8TER �/32 __ , � � I 123A 5'-1 1 /4" T5 T3 � �--- RESTROOM 123 W02 T6 � � m CONFIRM � � �OCATION WITH OWNER ( _ ( ( � �' �� CONFIRM LOCATION WITH OWNER 02 EN�ARGED P�AN A202 SCALE: 1 /4" = 1'-0" w c� � 18" WIDE URINAL SCREENS � 2.6 -- � W32 --- --- ---------- -� _ d- N c� � N c� � 12'-2 1/4" CIRCULATION 136 ri ri 1'-6" � N � � W32 _ _�T3� W32 �T3r --. � -_ _• ---- T5 T5 ------� 16 ° RESTROOM RESTROOM A2�2 140 142 T1 CONFIRM �.�",�, �.�",�, LOCATION � � � � WITH OWNER � � - E�EC. ELEC. � . �� , W32 ---- -c� W32 ° 16 A2�2 T1 CONFIRM MIRRORED t5'-10 1/2" 3 5/8" 12'-3 114" 3 5l8" 5'-1 1l4" i� 5'-1 114" 3 518" I=- O� ENLARGED PLAN CENTER WALL WITH � RIDGE ABOVE O A202 SCALE: 1/4" = 1'-0" Z LOCATION WITH OWNER 12'-3 1/4" OWNER REVIEW: INITIALS 3 5/8" DATE (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. V J Z 0 T� �'�' CHURCH SOLUTIONS � T&W Corporation > 3841 W. Morris St. W Indianapolis, Indiana 46241 � W � � � � � � �� v 0 0 � � > � � � � � � � � W v � � � VJ � � � � � � � � � � U � c6 U ' ` vi Q U O � � � z ��n,o � � -1—i � � '^ > � � L v ! � � s— '!'' U Z � � C%) � Q U� � � �n � � � 1�{� � � N Q o � � O }, � W � � �� O � �� U � � � � � � � � N � W � Sheet No. �'� Project No. 15009 GREEN ROOM 114 l� - C3 VAULT - EXISTING ��, �, r RESTROOM �' ; ~ 115 C5 ±8'-0" - � �--_ ,� �i i � � �� ,� l�J PLATFORM XX TBD -� �� G < sP POQ. ��J� �� \�Q �J Pr�o�� FQ�� i � SP � � sP -- ; ---- STA1 R 1 _ �—� � 20� � � � CEI�ING TYPE LEGEND , C1 VAULT ; MECH. - - - STORAGE T� �- STORAGE 2os � ROOM NAME sP �g2 163 ROOM NUMBER � C5 c� vau�T _-_ ; ; sP sP STORAGE - �` � -- -- �_ -,-, STAIR 3 - � � �� ; c� vAu�T - � � � 2os : ; y�� ; -- ; ; � � � , . _ � sP -.--------- ---= 3RD & 4TH ------------- NOTE C1 VAULT - � � , C� +$ � � � sP GRADES C1 8 0 A-F �� i o 0 0 � � C SP -� " � o 0 157 � '— EILING HEIGHT 0 ; sp � sP C� +8•_�,� _ � CEILING TYPE VIDEO & � � � � � �� o 0 �LIGHTING � � � � � � � ELEMENTARY o o � ;� � C1 EXISTING DRYWALL - ADD 1 LAYER 5/$" TYPE-X GYPSUM BOARD TO UNDERSIDE OF � � : EXISTING DRYWALL FOR SMOOTH FINISH BOOTH SP � � sP • � , ; ; � ; AT I N -- - --- --------- --------- - --- ---- ---- 204 - '� ; _�� ' ER o o C2 EXISTING EXPOSED WOOD ROOF DECK G H G ' - -- ADULT - C3 VAULT - --" �JTH 8c C�TH --- -"T C1 ±8'-0" - C REPA R OR REPLACE EXISTING SUSPENDED ACOUSTICA� PANEL CEILING AS � l 1� , ' 3� 3� � CLASSROOM GRADES , -- - o O O O 3 I ; ° � sP ! REQUIRED �� 16� � ; � ; � � � � � �- � RESTROOM C4 1-HOUR RATED OF 2-�AYERS 5l8° TYPE-X GYPSUM BOARD , ; ___ _ - - ME 8H sP C1 VAULT - , , � „� o 0 0 -158,� C� - ' C3 VAU LT - ;' �__ , � C 1 ±8 -0 - EXISTI N G - N O WORK REQU 1 RED -- -_ _ ------ --------- --------- --------------- c5 - ---- � ; ; �f 3� 3� ; � ., RESOU RGE �, _ ' o I�� - - WOMEN � � ' � � � 151 sP _, ; ., �, � � 164 � � - - � THIS IS A 1-HOUR RATED BUI�DING. ANY MODIFICATION OR PATCHING OF EXISTWG ; � BALCONY ; sP � c� +8�-0° - � ; c� +s�-o��_ - o _ ----�-- _ -� - _ . � � ; � � � „ gp sP ;; O ----- ------ , � �-� -------___ ��__ DRYWALL CEILINGS MUST MAINTAIN RATING USING 2-LAYERS 5/8" TYPE-X GYPSUM � SEATING , � ; ; � sP o � RESTROOM goARo� 2os ; ; ; ; 3� 3� 3� 5TH & 6TH ; ; _ _ _ _ _ _ RESTROOM ' o � 56 ,� � C3 VAULT - ; ; VESTIBULE ; - c� +'-0" - - __ 154 � C� +8'-�" - SEE WTERIOR DESIGNER DRAWINGS FOR FINISH AND PAINT CO�ORS REQUIRED sP ! . ; 160 ; ; --- �- --- , C1 ±8'-0" - o o� � � � �-- - - � - MEN „.j SP � � � ; 165 � _. � - � C1 ±8'-0° � sP sP ; � C1 +8'-0" - � - � � SPECIA� ! �\ � sp -- 1 ST & 2ND —•---------" : �_ �, ,, � -- - - - - - p GRADES ___ � ___: 2os � ' _____ _____ NEEDS sP � � 155 c� vAu�T - MECH. - OPEN 153 ; �; , � sP 2�0 �3�si2� OOM � ' � i � OFFICE c� ±s�-o° - � c� ±s�-o° - - , � � C5 - -� ; �;�- STAI R 2 �_ �— � 167 � i � 6s o 0 0 0 sP 202 c� ±s�-o° -;� 3� i sP _� c� �g o° --- RESOURCE sp O � � � C1 VAULT - WEST � 148 0� o sP � � ST�i�AGE o � o VESTIBULE � S i �- MEETING c� ±s�-o° - SP O 149 � � j'� 168 � � 101 � ` C1 ±8'-0° - 02 BALCONY & SECOND FLOOR CEILING PLAN �, ±8�_0�� _ ;� - �� +8'_��_____-_ ELEMENTARY; i � � o 0 A203 SCALE: 3/32" = 1'-0" �-; i SP ; RECEPTION � � . � �� P ; OFFICE 146 (339/-) o �^, - ; - --. �/ � 169 _ 1x8 WOOD S�ATS SOFFITS O C1 ±8'-0" � o o ' C1 +8'-0° � � 7 - �% i � ADULT T� , sP _ NORTHWEST 1x8 WOOD SLATS SOFFITS CIRCULATION STORAGE CORRIDOR --- � � ' /� VESTIBU�E / CLASSROOM � � � ; o � o VESTIBULE = --- -- - - 112 109 106 � I � , J 159 � 147 sP �� 144 � � C1 ±9'-0" _ C5 - C1 +9'-0" _ � sP C1 ±8'-0'� _ / C1- +8�_O�� I I � - - ;=, 1� _ �"�1�1 �� o , C1 VAULT - I � i 0 ` o i i _ _ _ _. __ _ sP 0 i m � , _ /- _ i i � � � °� � - � i -- �_ _ ,� ---� -_ -------� -- --- , � . -- � , r , � ?� � 3� — 3� � � a� i � / � � � � � � STORAGE ; � �--- — s� ,_ � � o / o o � � � - - -104 . - Q - -- -�- _ --- . . ._ � � - -- ' ; C4 ±8'-0' - SP � \ \ m / SP � � � sP � � � sP � � � � S � � sP , I I / . � O O O �� I O O O I SP SP ' '' O O ... , s � \ / - -------- � � � r r � Ci� '�'8-0�� - � � � EI�ECTRICA� �-� -- � ` � � \ r r , .. .. .._._ — - ---�� — ------ -----.. _....._ . . ._.. __._._._.. . . ._._._._ — — — — — — — — — — — — - ------ — — — — — — — — — — — — — — — — — -- � � � 117 - -- - - - - - - - — - - — - - - - - - - - - - -- - - ------I � 3� a� � .� � � � - a-�- 3 �i � � O O --------- ' � � . � SEE WTERIOR D�SIGNER ---- I I� I I I I I I I I I BUL H'EAD APP � AT ONS SP --- SP I I ( I( I I I I I I I I I BOTH SIDES OF NARROW � �I sP I 3� sP 3� ( sP 3� SP 3� O sP O :� FOYER � I I I I I I I I I I r - "� NON-BEARING ; � �� _ - - - - - -- ( FOY� ER I I WOOD TRUSSES - I ( ( I I _ _ _ - - - I I I I sEE o�ia3oz I I I I I I I � C5 VAULT - �� O O O O O ( O O ( � � � � � (I _ (I I� �� ( �' - FOYER O; �P , ' q p{ � f sP �......�� c� ±s�-o° - �1I � � I I � I � � � � � I � I SEA 51NG �e- i 3�; o I �APTISTERY ( o o - -- I O O( I O O O (II ( I I ,� ( I I I I C1 ±8'-0" �, � WORSHIP WOMEN � I �o �� o$ ,' I I I � MOMS I I� �29 I I ACCESS I I MEN I I I � � _ � - - - - - - � 128 C 1 +8'-0" - �� 127 132 � ` ; ,� , � _ � �,� r , C3 VAULT - �� , � - �: C1 t8'-0" C5 VAULT - C1 t8'-0' - P� � C2 VAU LT - � ' �_ . - -- �� sP I I , II III � sP � SERVING ' � � � sP � � sP � sP � � 133 r r � s� (I� I �� ; C1 �8,-0" - SP C III II II III � � � � o o WARMING , ' ' - � KI N - -- -- -- ----- - -- --- -�° � -� � -� TCHE ? , -- ----- ---- ? . � ------------- - �- -- --- � � �� ' � � � 3� � - � � � � � , �34 � �� sP sP 3� I C1 ±8'-0" - �� , I I � O O -C1 +g-0" -� , , � �� i ------ � O O O � 3� SP � L----- —---- � I �- s� i ________ ----- COM M U N I ON � � �- � � � STOR�AGE �� ` ° o � sP � � � o sP --- --; --�� PREP. I -- Sp i - _� � �� —? _� - �� , � sp � � �, �� 135-- (� - - C1 ±9'-0" - j-��/� SP � sP � � � O � I ; C1 ±8'-0" - r... � , ... � .. o o ._._._ ^`— _.__�_ _._ ... ..... � ._l ..... _ — — — . � � —__— _—___ — � �. — _ t t , _, ; o � = j _ - 1 SP ; SP � � ( �� STORAGE STORAGE CORRIDORJ � � ; sP , , VESTIBULE �� --- ��s ��o �oz �� _.,; �� ,; � �30 ; � CIRCULATION WATER NORTHEAST � �� sP 136 118 sP �� V�ST�gUL� C3 VAULT - C5 - - C1 ±9'-0" - ; ELEC.� C1 t8'-0" - 0 � , ; sP .- - , MECH. � � c� ±s o° - c� ±s o - � �� C1 VAULT - — , � �2s CORRIDOR �-, -- --- - -- - 1x8 WOOD S�ATS SOFFITS , , C5 ---- ----- 131 -- -_---_ C1 8'-0" - � 3� � r ; � ; � �. SP S , ; � , � _ - -- ca. �-s�-o° - � � � �� , ', ` C4 +8�_�„ �� EAST � ' � - ; � � �_�_ INFANTS - --- � VESTIBULE ; ; sP s� � sP sP �� q O O �25) ___ RESTROOM �` � � \�"�-- RESTROOM 102 � C 1±8'-0" - 140 142 C1 +8'-0" - � C4 8'-0° - C4 8'-0" - � � � _____ � O � CRAWLERS - 121 (477/24) C 1 ±8'-0" - RESTROOM 123 c� +a�-o° - 2-YEAR OLDS 122 C1 +8'-0° - ---- CIRCULATION � 120 , � � --------- _ � n c� �-s�-o�� - -� -- 3& 4-YEAR OLDS � � � � � 141 � � sP � � � 5-YEAR O�DS & � C1 VAULT - � ` KINDERGARTEN sP sP --- --- -. � _ - 139 � � SP C1_VAU�T --_ � � � O � � � � � � � � -- WALKERS � sP '�� 124 STORAGE SP STORAGE C1 ±8'-0" - XXX � � 138 C1 VAULT - � � � � � C1 VAULT - � � " � �_ � sP � � � � � P �'_-- PRESCHOOL - ; GROUP - - - - - - � ; - - - - - -_____ __ ___ ______ 137 C1 VAULT - � o� FIRST FLOOR REFLECTED CEILING P�AN O A203 SCALE: 3/32" = 1'-0" Z � BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��,��,,,,� ,o�`� S �- E Y � ''�� oovae � � � �� Qo��,\STE/�F�oa�G� ; 0°� No. �o� % ' * oo` � � 0060 `°o �' _�o v�� e�_ _ � G��°oe STATE CF v��\ �� °�° �!�D1ANP °°°�� %��a�a ee�� `� �'�%irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the pro�ect in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUrloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � z c� Q � � � ^ O � .0 LL �t Z � � � z � �' � U � � _ � J � � � � � � � � � � � � v vU o 0 � � � W c� � �► O o }, 4� � � o .� � L U� -�-� � LIJ � � � � � U� � � �� ~ � W � � � � a� o� � O �--' n � � � � � � > O �` U ..r � � N `� � � �U �� NQ � � Sheet No. A203 Project No. OWNER REVIEW: ') 5009 INITIALS DATE o� ROOF P�AN A204 SCALE: 3/32" = 1'-0" PREFINISHED METAL SCUPPERS AND DOWNSPOUTS AL) �.�►�,,,��:�:».,��,�� INITIALS DATE 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��sTER��oa��,, No. �� - \ * v° 91 0060 °o � '__ — o�� e�_ _�� -��°o oU_ ; G��°� STATE C3F e��V; %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� %irii�itEi�iinlii�� Drawn By � Checked By Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � v�i -E--+ � � o � �U Z � � Z � � � � Q � � � � � � �� c� `� � UU � � O � ° �� O ��o o � a� � � o�� s� -�—► c �� U� � +� � -�—' � �, � � � � a� O� � 0 +-� � � � � N � �� o U � >' � N `� � � �U I � NQ � � Sheet No. �'� Project No. 15009 ALTERNATE: STANDING SEAM META� ROOF AND NEW PREFINISNED METAL GUTTERS AND DOWNSPOUTS TOOTH MATCHING FACE BRICK- AND PROVIDE WEEPS AT 24" O.C. STEEL �INTEL PER STRUCTURAL A�TERNATE: STANDING SEAM META� ROOF AND NEW PREFINISHED METAL GUTTERS AND DOWNSPOUTS i'. ALTERNATE: REP�ACED DOOR AND HARDWARE (SEE A501) ALTERNATE: STANDING SEAM METAL ROOF AND NEW PREFINISHED META� GUTTERS AND DOWNSPOUTS ALUMINUM ENTRANCE (SEE A501) PREFINISHED METAL EDGE FASCIA 2' X 4' RUSTED STEEL� PANELS A301 % SCALE: 3/32" = 1'-0" PREFINISHED METAL EDGE FASCIA ALTERNATE: REPLACED ENTRANCES AND HARDWARE (SEE A501) WEST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0" TINTED, TEMPERED (WHERE REQUIRED), � LOW-E, INSU�ATED G�AZING IN ANODIZED ALUMINUM STOREFRONT MEETING INDIANA ENERGY CODE � W Z Q �� X W ��r,��.�� ,��«� �,�� STOREFRONT (A�TERNATE BACK-�IGHT FROSTED GLAZING IN LIEU OF SPANDREL) 2' X 4' RUSTEd STEEL PANELS 0 N � "- SPANDREL GLASS IN ANODIZED ALUMINUM STOREFRONT (ALTERNATE BACK-LIGHT O5 FROSTED GLAZING IN LIEU OF SPANDREL) A303 1x8 HORIZONTA� � WOOD SLATS ��: �►� :�►i : u• � ALTERNATE: REP�ACE ENTRANCES AND HARDWARE (SEE A501) PREFINISHED METAL EDGE FASCIA •' ' •' � • SCALE: 3/32" = 1'-0" 1x8 HORIZONTAL WOOD S�ATS PREFINISHED METAL SCUPPERS AND DOWNSPOUTS REPLACED DOOR, FRAME,—` AND HARDWARE (SEE A501) 2' X 4' RUSTED STEEL PANELS PREFINISHED META� EDGE FASCIA EXISTING ROOF OVERHANG REMOVED PREFINISHED METAL EDGE FASCIA 1 x8 HORIZONTAL WOOD S�ATS FROSTED, TEMPERED (WHERE REQUIRED}, LOW-E, INSULATED GLAZING IN ANODIZED A�UMINUM STOREFRONT MEETING INDIANA ENERGY CODE r��vivn�vvrvi .� i vr��rr�viv � rv��c i��vv uvvir�ivr� vvvr� rvvv rr�rvvic r�c�wvvcv ENERGY CODE SCALE: 3/32" = 1'-0" C��►�U�1�:�:»�/I��i�il 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��sTER��oa��,, No. �� - \ * v° 91 0060 °o � '__ — o�� e�_ _�� -��°o oU_ ; G��°� STATE C3F e��V; %�S��o /NDIANP�°°°�� %,�� `°�°°�a�aoee�� ''%irii�itEi�iinlii�� Drawn By ' Checked By Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 V J � � � Z -� ct� � O o � .v �— Z � � � Q �= � � � � � � � � W � � � � � � � W U �v �; � � U .o � � Ou, � +-� o — � -�-i � � � o.� � L �� W ��C� U ~ U� � X �� W � c� � � � � O� � 0 � �� v� � � � � �� o U � >' � N `� � � �U I � NQ � � Sheet No. Project No. INITIALS DATE 15009 FOYER WEST INTERIOR ELEVATION SCALE: 3/� 6" = 1'-0" CLASSROOM 147 MAINTAIN EXISTING WALLS ABOVE NEW BEAMS (TYPICAL) EXISTING ROOF TRUSSES 2X WOOD BLOCKING BETWEEN EXISTING ROOF TRUSSES FOR DECORATIVE TRUSS SUPPORT WOOD COLUMNS, BEAMS, AND STEEL X-BRACING BEYOND - SEE STRUCTURAL FOYER 103 i� � � � � � � � � � i � �� . � NON-BEARING DECORATIVE —____ WOOD TRUSSES �IGHT FIXTURES - SEE ELECTRICAL SECTION �.. 1/2" PRE-RUST- �TREATED STEEL LAG BO�TS 1/8" PRE-RUST- TREATED STEEL P�ATES AT CONNECTIONS CLEAR 1X8 BOX MEMBERS 2X BLOCKING AT JOINTS WOOD TRUSS SECTION STERY REMOVABLE R - SEE DETAIL XXIXXXX - SEE P�UMBING �.�►�,,,��:�:».,��,�� INITIALS DATE 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��sTER��oa��,, No. �� - \ * v° 91 0060 °o � '__ — o�� e�_ _�� -��°o oU_ ; G��°� STATE C3F e��V; %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� %irii�itEi�iinlii�� Drawn By � Checked By Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � � z � .c� � � O o�" � Z � � � Q � �� > �� w � � � � � � � � W U U �' � O � � � � oc� � �--a O � O '~, � U �/ (/) L �-�— �o ' � -� � -l—� W ��C� � � U � �s z -� � �� — � � � � a� o� � 0 �--� u�i � ' � � � � > O � � � � N `� � � �U I � NQ � � Sheet No. Project No. 15009 � �� A303% SCALE: 3/16" = 1'-0" PREFINISHED META� EDGE FASCIA ON 2-LAYERS 3/4" EXTERIOR PLYWOOD BLOCKING (EXTEND MEMBRANE UNDER + OVER AND SEAL) 1X8 HORIZONTAL WOOD S�ATS ON TYVEK HOUSE WRAP ON 1/2" EXTERIOR PLYWOOD OR O.S.B. SHEATHING _ � J J J �� z� a U �a z= �� 00 �� C7 Oz J � �� OX OW � �- 0 wW Z U � O� 00 �w W � �— X �. W �_ � Q� H LL � O � � Q z � � O � 0 � O H � 0 m O H H _ � W _ � d. O � � <V Q J a , .,.,.�,.,.,`., ,.. �„' ABOVE STEPS WITH A.D.A. EXTENSIONS AND RETURNS TAPERED INSULATION AT VAL�EY TO FORM CRICKET SLOPING TO EACH SIDE (NOT SHOWN) 7_1:7e�J��:3�'[�7�1�; MEMBRANE ROOFING ON 5/8" EXTERIOR PLYWOOD OR O.S.B. DECK METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 4'-0" FACE OF EXISTING WORSHIP ' �; CENTER WA�L IN FOREGROUND SOFFIT AND SIDE RETURNS SAME AS FACE OF WOOD SLATS FACE OF EXISTING WALL AND STOREFRONT ENTRANCE EXISTING F.F. SEE STRUCTURAL DRAWINGS 05 FACADE SECTION A303 SCALE: 1/2" = 1'-0" PREFINISHED META� EDGE F� 2-LAYERS 3/4" EXTERIOR P�Y' BLOCKING (EXTEND MEMBRA UNDER + OVER AND SEAL) 2' X 4' 14 GAGE PRE-RUST-TRI STEEL PANELS ON TYVEK HO WRAP ON 1/2" EXTERIOR PLY� OR O.S.B. SHEATHING (SET O OF SEA�ANT ALL EDGES AND ATTACH WITH PRE-RUST-TRE SCREWS AT 8" O.C. IN EVEN CONSISTENT PATTERN) AT SIMILAR CONDITION: 1X8 HORIZONTAL WOOD SLAI ON TYVEK HOUSE WRAP ON 1/2" EXTERIOR PLYWOOD OR O.S.B. SHEATHING STEE� STUD FRAMING - SEE STRUCTURAL DRAWINGS) FACE OF EXISTING BUILDING HEAD AND SIDE RETURNS SA AS FACE OF METAL PANE�S (i WOOD SLATS AT SIMILAR COP PREFINISHED METAL F�ASHI1� (EXTEND UP AND BEHIND BA� OF STOREFRONT) FOUNDATION AND C.M.U. - SE STRUCTURAL DRAWINGS) 04 FACADE SECTION A303 SCALE: 1 /2" = 1'-0" OWNER REVIEW: INITIALS DATE 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��sTER��oa��,, No. �� - \ * v° 91 0060 °o � '__ — o�� e�_ _�� -��°o oU_ ; G��°� STATE C3F e��V; %�S�T�o /NDIANP�°°°�� %,�� `°�°°�a�aoee�� '�%irii�itEi�iinlii�� Drawn By ' Checked By Date 4-4-16 ReViSiOnS: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. VJ Z T&W O � � CHURCH SOLUTIONS U T&W Corporation 3841 W. Morris St. WIndianapolis, Indiana � ^ 46241 �J J W (� � � � �; Q � .� � N U O � `—' � Z � � � � � _ � � � � � � � � � � � � Q � �� `� vi '^ r , � VJ V O Z � � � v� � �--+� o OO _F, � U i- (n L � 's= -� � � �� i (� � �s � � � � � W � � � O� � � O � � o �n� � W � � °' � ° U W � N .� � � � Q Z cv � � � Sheet No. Project No. 15009 OPENING 101A 101 B 101C 101 D 101 E 102A 102B 102C 102D 104 105 106 107 108A 109 110 112 114A 114B 115 116 117 118 120A 120B 121 122 123A 123B 124 125 126 127A 127B 128 129 130 132 134A 134B 135 136A 136B 137 138 139A 139B 139C 140 WIDTH HEIGHT THICK VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" PR.3'-0" 6'-8" 13/4" PR.3'-0" 6'-8" 13/4" PR.3'-0" 6'-8" 13/4" PR.3'-0" 6'-8" 13/4" 3'-0" 6'-8" 13/4" VERIFY VERIFY 13/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" 3'-0" 6'-8" 1 3/4" VERIFY VERIFY 13/4" VERIFY VERIFY 13/4" PR.3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" VERIFY VERIFY 13/4" PR.3'-0" 6'-8" 13/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" VERIFY VERIFY 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" PR.3'-0" 6'-8" 13/4" PR.3'-0" 6'-8" 13/4" VERIFY VERIFY 13/4" 3'-0" 6'-8" 1 3/4" 3'-0" 6'-8" 13/4" 3'-0" 6'-8" 1 3/4" 16'-0" 7'-0" 3'-0" 6'-8" 1 3/4" DOOR MAT. ELEV ALUM D1 ALUM D1 ALUM D1 ALUM D1 ALUM D1 ALUM D1 ALUM D1 ALUM D1 ALUM D1 SC D3 SC D3 SC D4 SC D4 HM D2 SC D3 SC D3 HM D2 SC D3 SC D4 SC D3 SC D3 SC D3 SC D3 HM D2 SC D5 SC D6 SC D6 SC D6 SC D6 SC D6 SC D6 SC D3 SC D3 SC D3 SC D3 SC D3 SC D3 SC D3 SC D3 SC D3 SC SC D5 SC D5 HM D2 SC D3 SC D6 SC D4 STEEL D7 SC D6 DOOR, FRAME, AND HARDWARE SC�EDULE FRAME RATING HDWR. REMARKS GLASS FINISH MAT. ELEV. GLASS FINISH INSUL.,TINT,TEMP. ANODIZE EXIST INSUL.,TINT,TEMP. ANODIZE EXIST - - - - - TEMPERED ANODIZE EXIST - - - - - - - INSUL.,TINT,TEMP. ANODIZE EXIST INSUL.,TINT,TEMP. ANODIZE EXIST TEMPERED ANODIZE ALUM F2 PAINT TEMPERED ANODIZE ALUM F2 PAINT TEMPERED ANODIZE ALUM F2 PAINT TEMPERED ANODIZE ALUM F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED EXIST PAINT FIRE LAM PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED KD F2 PAINT PAINT HM F1 PAINT PREFINISHED EXIST PAINT PREFINISHED EXIST - - - - - PAINT PAINT HM F1 PAINT PREFINISHED EXIST PAINT TEMPERED PREFINISHED KD F2 PAINT PREFINISHED EXIST PAINT PREFINISHED EXIST - - - - - - - PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PAINT EXIST PAINT FIRE LAM PREFINISHED KD F2 PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED HM F5 TEMPERED PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED EXIST PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED KD F2 PAINT PAINT EXIST ---- ---------- PAINT PREFINISHED KD F2 PAINT PREFINISHED HM F5 TEMPERED PAINT TEMPERED PREFINISHED KD F2 PAINT PAINT DW PREFINISHED KD F2 ( PAINT HARDWARE SET 1: (PIVOTS (VERIFY) , WEATHERSTRIPPING, AND THRESHOLD BY DOOR SUPP�IER) 2 CONCEALED ROD EXIT DEVICES 1 CYLINDER 2 C�OSURES 2 FLOOR STOPS SET 2: (PIVOTS (VERIFY) AND PUSH/PU��S BY DOOR SUPPLIER) 2 CLOSURES 2 KICK-DOWN HOLD-OPENS SET 3: 6 BUTTS 2 VERTICAL ROD EXIT DEVICES 1 CYLINDER 2 CLOSURES (90°) SET 4: 6 BUTTS 2 SETS PUSH/PULLS 2 CLOSURES (90°) 2 LICK-DOWN HOLD-OPENS 1 WALL STOP SET 5: 3 BUTTS 1 ENTRANCE SET 1 CLOSURE SET 6: 3 BUTTS 1 ENTRANCE SET 1 CLOSURE 1 WAL� STOP SET 7: 3 BUTTS 1 RIM EXIT DEVICE 1 CLOSURE 1 SET WEATHERSTRIPPING 1 THRESHO�D 1 RAIN DRIP SET 8: 3 BUTTS 1 ENTRANCE SET SET 9: 3 BUTTS 1 ENTRANCE SET 1 FLOOR STOP SET 10_ (PIVOTS, WEATHERSTRIPPING, AND THRESHO�D BY DOOR SUPP�IER) 1 RIM EXIT DEVICE 1 CYLINDER 1 C�OSURE SET 11: 3 BUTTS 1 PRIVACY SET 1 WALL STOP SET 12: 3 BUTTS 1 RIM EXIT DEVICE 1 CYLINDER 1 C�OSURE 1 SET WEATHERSTRIPPING 1 THRESHOLD SET 13: 6 BUTTS 2 VERTICAL ROD EXIT DEVICES 1 CY�INDER 2 C�OSURES 2 WALL STOPS SET 14: 4 BUTTS 1 C�ASSROOM SET 1 SURFACE DEADBO�T 2 WALL STOPS SET 15: 4 BUTTS 1 PASSAGE SET 1 SURFACE DEADBOLT 2 WALL STOPS 20—MIN 20—MIN 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 2 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 3 3 4 4 5 5 REPLACE EXISTING DOOR AND HARDWARE 6 6 7 REPLACE EXISTING DOOR, FRAME, AND HARDWARE 8 REPLACE EXISTING DOOR AND HARDWARE 8 REPLACE EXISTING DOOR AND HARDWARE 7 REPLACE EXISTING DOOR, FRAME, AND HARDWARE 5 REPLACE EXISTING DOOR AND HARDWARE 6 11 REPLACE EXISTING DOOR AND HARDWARE 5 REPLACE EXISTING DOOR AND HARDWARE 24 16 12 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 13 14 14 15 15 14 14 16 REPLACE EXISTING DOOR AND HARDWARE 16 17 16 18 19 19 5 6 9 13 13 12 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 9 20 16 14 SET 16: 3 BUTTS 1 ENTRANCE SET 1 WA�� STOP SET 17: 3 BUTTS 1 ENTRANCE SET 1 OVERHEAD STOP/HO�DER SET 18: 3 BUTTS 1 SET PUSH/PUL�S 1 CLOSURE 1 WA�� STOP SET 19_ 3 BUTTS 1 HOSPITAL LATCH 1 CLOSURE 1 WA�� STOP SET 20: 4 BUTTS 1 RIM EXIT DEVICE 1 CY�INDER 1 SURFACE DEADBO�T 2 WALL STOPS SET 21: 6 BUTTS 1 ENTRANCE SET 2 CLOSURES 1 SET AUTO FLUSHBO�TS 1 WA�� STOP SET 22: 4 BUTTS 1 CLASSROOM SET 1 SURFACE DEADBO�T 1 OVERHEAD STOP/HO�DER SET 23: 3 BUTTS 1 RIM EXIT DEVICE 1 CY�INDER 1 CLOSURE 1 WA�� STOP SET 24: 6 BUTTS 1 PASSAGE SET 1 SET FLUSHBO�TS 2 F�OOR STOPS OPENING 141A 141 B 141 C 142 143A 143B 144A 144B 147 BL147 148 149 150A 150B 151 152 153 154 155A 155B 156 157A 157B 158 159A 159B 160A 160B 161A 161 B 162 163 164 165 166 167 168A 168B 169 201 202 205 206 208A 208B 209 210 NOTES: 1. INSTALL STAINLESS STEE� BUTS AT EXTERIOR CONDITIONS. 2. CONFIRM LEVER STYLE AND FINISH WITH OWNER. 3. COORDINATE MASTER KEY SYSTEM WITH OWNER. 4. ALLOW 2 WEEKS FOR REVIEW OF DOORS,FRAMES,AND HARDWARE BY ARCHITECT. 3'-0" 6'-8" 3'-0" 6'-8" 16'-0" 7'-0" 3'-0" 6'-8" VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY 3'-0" 6'-8" 9'-8" 6'-10" PR.3'-0" 6'-8" PR.3'-0" 6'-8" VERIFY VERIFY VERIFY VERIFY 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" VERIFY VERIFY PR.3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" PR.3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" 3'-0" 6'-8" VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" ��•• -. . � .• � . - � ...- -. -�� SC D6 SC D4 STEEL D7 SC D6 ALUM D1 ALUM D1 ALUM D1 ALUM D1 SC D5 SC D3 SC D3 HM D2 SC D5 SC D3 SC D3 SC D6 SC D3 SC D6 SC D6 SC D3 SC D6 SC D6 SC D3 ALUM D1 ALUM D1 ALUM D1 SC D5 HM D2 SC D4 SC D3 SC D3 SC D3 SC D3 SC D5 SC D5 SC D5 SC D5 SC D5 SC D4 SC D4 SC D4 SC D4 SC D3 SC D3 SC D3 SC D3 PREFINISHED HM F5 TEMPERED PAINT TEMPERED PREFINISHED KD F2 PAINT PAINT DW PREFINISHED KD F2 PAINT INSUL.,TINT,TEMP. ANODIZE EXIST TEMPERED ANODIZE EXIST INSUL.,TINT,TEMP. ANODIZE EXIST TEMPERED ANODIZE EXIST FIRE LAM PREFINISHED KD F2 PAINT HM F3 FIRE LAM PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PAINT EXIST PAINT FIRE LAM PREFINISHED EXIST PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED KD F2 PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED KD F2 PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED HM F4 TEMPERED PAINT PREFINISHED KD F2 PAINT INSUL.,TINT,TEMP. ANODIZE EXIST TEMPERED ANODIZE ALUM TEMPERED ANODIZE INSUL.,TINT,TEMP. ANODIZE ALUM TEMPERED ANODIZE TEMPERED PREFINISHED KD F2 PAINT PAINT HM F1 PAINT FIRE LAM PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED KD F2 PAINT TEMPERED PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED KD F2 PAINT TEMPERED PREFINISHED KD F4 TEMPERED PAINT TEMPERED PREFINISHED KD F2 PAINT FIRE LAM PREFINISHED EXIST - PAINT FIRE LAM PREFINISHED EXIST ---- PAINT FIRE LAM PREFINISHED EXIST - ---- PAINT FIRE LAM PREFINISHED EXIST - - - - - - - - - - - - - - PAINT PREFINISHED EXIST - - - - - - - - - - - - - - PAINT PREFINISHED EXIST - - - - PAINT PREFINISHED EXIST - - - - PAINT PREFINISHED EXIST - - - - PAINT � � � Z -- -�o � ANODIZED HO��OW METAL ALUMINUM STOREFRONT (INSULATED CORE ENTRANCE WITH AT EXTERIOR TEMPERED G�AZING CONDITIONS) (TEMP./INSUL. AT EXTERIOR) D1 D2 DOOR TYPES SEE SEE " SCHED. ' " SCHED. ' CV � CV '___.......____T___. ____________ .___"_'_'_ 0 0 _ _ � � w w W W � � HO��OW META� KNOCK-DOWN FRAME FRAME F1 F2 FRAM� TYPES � PREFINISHED SOLID CORE WOOD VENEER m � PREFINISHED PREFINISHED SOLID CORE SOLID CORE WOOD VENEER WITH WOOD VENEER WITH 6" X 30" TEMP. G�ASS FU�� TEMP. GLASS OR FIRE-LAM LITE OR FIRE-LAM LITE D4 D5 � � � Qi� � � 14 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 2 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 2 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 6 21 21 12 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 13 REPLACE EXISTING DOORS AND HARDWARE 9 9 14 11 14 22 11 22 14 11 1 ALTERNATE: REPLACE EXISTING DOOR AND HARDWARE 2 10 13 7 13 9 9 11 11 6 16 6 16 16 20-MIN 23 REPLACE EXISTING DOOR AND HARDWARE 20-MIN 23 REPLACE EXISTING DOOR AND HARDWARE 20-MIN 23 REPLACE EXISTING DOOR AND HARDWARE 20-MIN 23 REPLACE EXISTING DOOR AND HARDWARE 16 REPLACE EXISTING DOOR AND HARDWARE 16 REPLACE EXISTING DOOR AND HARDWARE 9 REPLACE EXISTING DOOR AND HARDWARE 9 REPLACE EXISTING DOOR AND HARDWARE � PREFINISHED SOLID CORE DUTCH DOOR !• OVERHEAD SECTIONAL DOOR WITH INSULATED CORE PANELS (AS HIGH-�IFT AS POSSIBLE) D7 „ 3�_�,� „ 3�_�,� „ 3�_�,� „ „ 3�_�,� „ 3�_�,� „ „ 3�_�,� „ 2,_�„ „ CV � N � '______T___. ......... .______T___' � � � � CV � N HOLLOW METAL FRAME F3 HOLLOW METAL FRAME F4 HOLLOW METAL FRAME F5 OWNER REVIEW: INITIALS DATE 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��A I I I i l I i l i l irllr��, i ,o�`� S �- E Y � ''�� 000vae �— , O��o Qo��G�STERF�oa �G � No. �� - \ * v° 91 0060 °o � � — a. � .. e �-- _ _�� -��°o oU_ ; G��oe STATE GF e��v; %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� '�%irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana W 46241 � � � � � � � w o� U = Z � � U� � � � � � � � N W � u� � � � � � � � � � c6 � v � O � � � � cn � +n�, O Q � -1—i � � > � � L z � -� � � Q ��U� � L(_ v � � � �� N .O � o � � � � � ' � � � � > O � � � � N `� � � �U �� NQ � � Sheet No. �'� Project No. 15009 PROJECT ADDRESS: TRADERS POINT CHRISTIAN CHURCH NORTH 1242 WEST 136TH STREET CARME�, INDIANA - HAMI�TON COUNTY PROJECT �OCATION: WEST OF HIGHWAY 31 OCCUPANCY GROUP: - A3 (P�ACES OF RE�IGIOUS WORSHIP) - E(C�ASSROOMS OVER 100 OCCUPANTS WHICH INCLUDES PRESCHOOL GROUP 137, 5 YEAR O�DS & KINDERGARTEN 139, AND 3& 4 YEAR OLDS 142 WHEN OPEN TO EACH OTHER PER I.B.C. 305.1.1) SEPARATIONS: NEW CORRIDOR WALLS SEPARATED BY 1-HOUR FIRE PARTITIONS WITH NEW OPENINGS IN CORRIDOR WA��S RATED 20-MINUTES PER IBC 708.1 AND TABLE 715.4. - --------- -------- ---- -------- - ----- ______ _ ________ -- ------- ---- - -- ----------------- THIS IS A 1-HOUR RATED BUI�DING AND PROTECTION OF NEW ELEMENTS IS AS FOLLOWS: PRIMARY STRUCTURA� FRAME: 1-HOUR (SOME NEW FRAME MEMBERS USE HEAVY TIMBER EQUALING 1-HOUR PER I.B.C. TABLE 601, FOOTNOTE °C") EXTERIOR BEARING WA�LS: 1-HOUR (AT SMA�L NEW NORTH WAL� BETWEEN STOREFRONT INTERIOR BEARING WA�LS: 1-HOUR F�OOR CONSTRUCTION: 1-HOUR ROOF CONSTRUCTION: 1-HOUR (NIA THIS PROJECT AS ALL NEW ROOFS ARE OVERBUILDS) CONSTRUCTION TYPE: EXISTING CONSTRUCTED 1983 AND 1993 - VA (1-HOUR, NOT SPRINKLED) A��OWABLE AREA: EXISTING (NO INCREASE IN EXISTING BUILDING AREA) BUILDING AREA: EXISTING REMOVED ADDED TOTAL FIRST FLOOR 30,783 SF 488 SF 116 SF 30,411 SF SECOND F�OOR 2,615 - - 2,615 TOTAL AREA 33,39$ 48$ 116 33,026 OCCUPANT LOAD: TOTAL OCCUPANTS: 1,329 (SEE ROOM INFORMATION KEY AND FLOOR P�AN SHEET A201) (NOTE TOTAL OCCUPANT �OAD HAS BEEN REDUCED FROM EXISTING BY CONVERSION OF THE EXISTING MULTI-PURPOSE ROOM INTO FOYER CIRCULATION SPACE.) EXITS: 266 INCHES REQUIRED AT 4 EXITS - 646 INCHES PROVIDED AT 12 EXITS MAXIMUM TRAVEL DISTANCE: 111 FEET FROM 2ND F�OOR CENTER NORTH WA�L ADULT CLASSROOM 207 IN EITHER DIRECTION TO WEST EXIT OPENING 101 B OR EAST EXIT OPENING 101 E- SEE A201 FOR ROOM NAMES AND NUMBERS (NO CHANGE IN MAXIMUM TRAVE� DISTANCE THIS PROJECT) _. _ � o� LI FE SAFETY PLAN O Cover SCALE. 1— 20 -0 Z � : � � � T= CHURCH SOLL'770NS 6ENERAL CONTRACTORS Discovery � Architecture • Construction Desiqn - Build General Contractor T&W Corporation 3841 West Morris Street Indianapolis, Indiana 46241 (317)244-7637 FAX(317)244-6348 Schematic Design ! Architectural Concept TurnerBatson Architects 1950 Stonegate Drive, Suite 200 Birmingham, AL 35242 (205)403-6201 Architect / Mechanical, Plumbing, & Electrical Engineering Byrum Architects 11728 Arborhill Drive Zionsville, Indiana 46077 (317)574-8808 Site Engineer ��- • 1 1 • • -.- • � •,. • . . � • • :ii � •� i: Structural Engineering �awson Elser Inc. 650 East Carmel Drive Suite 150 Carmel, Indiana 46032 (317)574-9409 Interior Designer Jill Duzan, LLC AV� & Acoustics Designer Amplio Systems Ir�c. 578 W. Colfax Street Palatine, IL 60067 (800)267-1437 PLAN, ELEVATION, SECTION, OR DETAI� NUMBER ON SHEET (TYPICA�) A201 % SCALE: 1/8" = 1'-0" - SHEET NUMBER (TYPICAL) PLAN, ELEVATION, SECTION, OR DETAIL TITLE: P�AN DETAI� MARKER OFFICE 102 ROOM NAME AND NUMBER (ALSO SEE LEGEND SHEET A201) W31 WAL� TYPE DESIGNATION i�X TOILET ACCESSORY INDICATOR 01 A401 SECTION MARKER 01 A301 ELEVATION MARKER: COLUMN LINE AND NUMBER: �'��F C.M.U. ELEVATION (HEIGHT) MARK (FIRST FLOOR FINISH FLOOR = 100'-0") � DOOR AND BORROWED LITE NUMBERS CORRESPOND � TO ROOM NUMBERS - A LETTER IS ADDED WHEN � RE THAN ONE DOOR OR BORROWED LITE � OC RS IN THE SAME ROOM � �¢ � ' BL112 � � DOOR NUMBER BORROWED LITE (WINDOW) NUMBER: SHEET INDEX Cove r S h eet � (Refer separate sheet index site drawings.) StrU Ctu ra I � _ � � . • •. � � . � i � � . �' . �� ' � , � D201 A201 A202 A203 A204 A301 A302 A303 A501 Architectural Demolition Plans Floor Plans Enlarged Plans and Casework Elevations Reflected Ceiling Plans Roof Plan Exterior Elevations Interior Elevations Interior Elevations and Facade Sections Door and Frame Schedule . � . . � • • ♦ � . e . � � . � • • . ' % � . . • • � � � � t � e • �r � • � � • � � � t � � R • � _ � �_ � � � � � I f � � � � � f � AVL / Acoustics Drawings (Refer separate sheet index AVL / acoustics drawings.) GENERAL PROJECT NOTES ALL WORK SHALL COMPLY WITH THE CURRENT INDIANA GENERAL ADMINISTRATION RULES (GAR) AND ALL CODES APPLICABLE TO THIS PROJECT INC�UDING, BUT NOT LIMITED TO, THE 2014 INDIANA BUILDING CODE (2012 INTERNATIONA� BUI�DING CODE WITH INDIANA AMENDMENTS), THE 2014 INDIANA FIRE CODE (2012 INTERNATIONAL FIRE CODE WITH INDIANA AMENDMENTS), THE 2012 INDIANA PLUMBING CODE (2006 INTERNATIONAL P�UMBING CODE WITH INDIANA AMENDMENTS), THE 2009 INDIANA E�ECTRICAL CODE (2008 NFPA 70 NATIONAL ELECTRIC CODE WITH INDIANA AMENDMENTS), THE 2014 INDIANA MECHANICA� CODE (2012 INTERNATIONAL MECHANICAL CODE WITH INDIANA AMENDMENTS), THE 2008 INDIANA FUEL GAS CODE (2006 INTERNATIONAL FUEL GAS CODE WITH INDIANA AMENDMENTS), THE 2010 INDIANA ENERGY CONSERVATION CODE (ASNRAE 90.1-2007 WITH INDIANA AMENDMENTS), A.D.A. (2010 AMERICANS WITH DISABILITIES ACT), ICC/ANSI A117.1-2009 (AMERICAN NATIONA� STANDARD - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES), AND A�� OTHER APP�ICAB�E STATE & LOCAL STANDARDS & REGULATIONS. EACH CONTRACTOR, SUBCONTRACTOR, SUPPLIER, AND FABRICATOR IS EXPECTED TO HAVE A COPY AND BE FAMILIAR WITH THE CODES AND REGU�ATIONS APPLICABLE TO HISlHER TRADE. REPORT ANY CONFLICTS BETWEEN THESE CODES & REGU�ATIONS AND THE WORK INDICATED TO THE ARCHITECT/ENGINEER AT AWARD OF CONTRACT. A COMCHECK REPORT HAS BEEN PREPARED FOR THIS PROJECT AND IS AVAI�ABLE FROM THE GENERAL CONTRACTOR. ALL SUBCONTRACTORS ARE EXPECTED TO OBTAIN A COPY AND COMPLY WITH THE REQUIREMENTS THEREIN. EACN CONTRACTOR SHALL FULLY REVIEW ALL CONTRACT DOCUMENTS PRIOR TO BIDDING THE PROJECT, ANd NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. PLAN DIMENSIONS ARE ACTUAL TO FACE OF BUILDING, STUDS, STOREFRONT FRAMING, OR CO�UMN __ -- _ --- - CENTERLINES ON EXTERIOR - AND TO FACE OF STUDS OR COLUMN CENTERLINES ON INTERIOR. SECTION, DETAIL, OR WTERIOR E�EVATION DIMENSIONS ARE ACTUA� TO FACE OF MATERIAL INDICATED, WHICH MAY INC�UDE FACE OF GYPSUM BOARD OR OTHER MATERIAL ON INTERIOR WAL�S -(DIFFERS FROM PLAN DIMENSIONS). DO NOT SCALE DRAWINGS. CONTACT ARCHITECT IF ADDITIONAL DIMENSIONAL CLARIFICATIONS ARE NEEDED OR DIMENSIONAL CONFLICTS ARE FOUND. CONTRACTOR TO PROVIDE MISC. BLOCKING FOR OWNER SUPPLIED FIXTURES AND EQUIPMENT - COORdINATE WITH OWNER. OWNER REVIEW: INITIALS DATE 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��nn u i i i i i uu�riii,,,� o�,� �S �_ E Y � '�� ,�sTERFao �"� '-, � �Do°� � No. � �°o �; = * 0 91 0060 °v � - - a. � a. e �-- _ _�� -��°o oU_ ; G��oe STATE GF e��v; =,�s�ao �N��ANPo��` � %,,� ��;�a�aoee��, �,�� ''%irii�itEi� i i i i I i i��`�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for full completion of the work. On the basis of the general scope indicated or described, provide all thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � v�i -E--+ � � O � �U � Z � � W � � � � W � � � a� _ �� ' A � � UJ � � � � � � v U � � W � O � � � c� � �--a O O � � � o ;t/)� � U� . s— '~" U �� U � �S -1--+ f— -E—' � � � � � � N o � � O �--� u�i � ' � � � � � O U � � � N `� � � �U �� N� � � Sheet No. COVer Project No. 15009 � ! i << � �� /, �( \ / // «, z< � << � ✓E D,OORS AND L____ 'VAR� ONLY FOR i00F�S AND HARDWARE ES �EMAIN TYPICAL ALL _C�f�Y & SECOND FLOOF i L_ r-� � I � i 1� �� < <�� 1 \\ 1 1\\ 1\ 1 I� \\ 1 �\� 1� 1 I � -' � -` 1- -' 1- -� 1 '- 1 1 1 1 1� i 1 1 1 1 1� 1 1 I 1 11� I 1 1 I 11� i I I I 1� I I I 1 I�� - I I I I I I i I I I I I I I I 0. - �— f --{ ---� I I I I I I I I I I I I I I I i i i i i I I I I I I I I I I 1 I I i I 1 1 1 1 1 l I 1 1 I h-� I--� 1-� f-� ! r �1�� l f /-f _ � �--I f -J --1 � i �� r t ��_�� i i' L � �� :� • : • � ••' � • SCA�E: 3132" = 1'-0" ALTERNATE REMOVE DOOR AND HARDWARE ONLY FOR NEW DOOR AND HARDWARE THIS LOCATION (FRAME REMAINS) -- - � -r, - - - � �, _ _ _ � ) . _ _ ......._ ; rr _ _ --- � I � I � ; �' � �� I� �1 ; , �-1 _� �I I� �_� `-� ` I� �� , � � II , I� : �'ll �� -REMOVEDOORAND ��' �� I11 II �� _ �� HARDWARE ONLY FOR �� I ` II NEW DOORAND HARDV1tAR� �� --� �� ( RAME REMAINS THIS, . --- REMOVE RISERS (FLOOR ; I� 'i � �i �� OCATION} FRAMING BELOW TO REMAIN) , �L==�=� -�i�� _11 t� - --t �... (SEE STRUCTURAL) � � �� ;, � �� II _� �� ; � -� N ; _________�� =� _______= II �� _ � �� I II ` �I �I II I� �� j 1� N :...� �°� r �I �� ; ' ii ii �, ' ii � ; � 1� � �-J i j I �-- � \ i �� , � - - - - / r�_J �� I \� , ; i ��---------- , T II �^ � _______ �=� �i , i� ' � �� 1� �� jI « ii i � � j� lii_.. � ; � �` \ � � � � � �; � _ � � � �, �------------ - r,- �- , - � ----------- �_�: ; �� ____-��-__--� � � ______ ��__ � ' � II I� �/ REMOVE DOORSAND ALTERNATE REMOVE ENTRANCES FOR � �� HARDWARE ON�Y FOR REPLACEMENT OF ENTRANCES AND � ; � / 1111 � I� �� NEW DOORS AND HARCJWARE HARDWARE THIS LOCATION �� i= _ � � � _ � i � � , i I � �OCAT ONS) MAIN THES� . 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J ------- iu �� J �_� � �I (SEE STRUCTURA�) �� ;: �«< ; _----------� I , t — _ _ \ m.�� __ , • � _____��.� , ; REMOVE DOOR Ahl� - �---- -----J �, �I � �: ,.c - � � , HARDWARE ONLY FOR ; - - � � -- - - - % \� 1� - - — NEW DOOR AND HARDWARE �� ,- � -, i� E�ECTRICAL PAiVELS � �� r� �=____-� (FRAMEREMAINS`FHIS _�� ;��,�Au �� LOCATION � � � r------ TO REMAIN ) � 1� I I �-----� -,1 I�� (� �I 1� �I � r-� �'� �-� ��.��aL ; ��- c�� rr�-rT-�-i -, �----�i-_ � 7ll Y L 1 � �• � � L J L J . _� f ...� _ _ _ _ _ _ _ �'_ i";,w4 '�,b-=.t_ .._. ` _ _ uL, il � � � . + + . \ � J . _. 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I ALTERNATE REMOVE ENTRANCES FOR REP�ACEMENT OF ENTRANCES AND HARDWARE THIS LOCATION C��i�l�l�:�:»�/I�r��il 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ,,,,��„��,,,,,,,,,,,,, ,o�`° S �- E Y � ''�� 000vae � , O��o Qo��G�STERF�oa �G � No. �� = \ * v° 91 0060 �°o � � v�� e�_ =�o c��oe STATE cF eo��\ %�S��o /NDIANP�°°°�� %,,� �°�°°�a�aoee�� ,�� %irii�itEi�iinlii��`� � Drawn By ' Checked By Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings T h e s e d r a w i n g s i n d i c a t e t h e g e n e r a l s c o p e o f the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, an d/or e lec trica l sys tems. T he drawings do no t necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � � CHURCH SOLUTIONS Z T&W Corporation 3841 W. Morris St. � Indianapolis, Indiana � 46241 1� � Z � � �; 0 � � � � O � L Z � � � � � _ � � O � � � u� � � � � � W � s- � � � � UU � � � � o n � � (/� � �� W O �, � � � o '� � L S,_ -1-► � � �� U V � � W-�-� � ,, � � � � � ' O °' � � o U � � � � � . � � � � �� ° � U � � N `� � � �U �� NQ � � Sheet No. [��i��l Project No. INITIALS DATE 15009 A2W-E � PERFORMANCE AND HOUSE LIGHTING T.B.D. PENDING A.V.L. DESIGNER EXISTING - LIGHTING TO REMAIN � Y1 Y� � Y1 �Y1 � Y1 ,, . EXISTING- �IGHTING TO REMAIN _ A2W� EXISTING �IGHTING TO REMAIN A2W E � = ti M � EXL; �,; l�5 tfl�----�--- � FP7-D FP7-D FP7-D , ��- FP7-D FP7-D FP7-D � EL FP7-D FP7-D FP7-D �`----'�"� ; FP7-D FP7-D FP7-D ; - --� -- � � M . Q'� A2W-E � EXISTING LIGHTING TO REMAIN LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION ' A1S 4' 1-LAMP 120V 32W T8 FLUORESCENT SURFACE MOUNTED DIRECT SIMILAR �� , ELR �=, HUBBE�L �ITECONTROL MODE� 44-S-D ; - - - - „ d � ` B2S `�,, A2S-D ; �'_�_�. A2S ----A2S A1 P-E ___ _�AM� AS "A1 S" E W T$ F � f AMP 120V 32 LUO EMERGENCY �IGHTING _ CEPT ADD , N ' RESCENT PENDANT MOUNTED DIRECT/INDIRECT i EX 3� (LIGHT DOWN) WITH EMERGENCY LIGHTING SIMILAR TO HIJBBELL ¢ `Q � ��B2S B2S 1 '� - � � �� `�� A2S-D __ _ �� A2S A2S � . LITEGONTRO� MODEL 46-P-1 _. - ` ' j -- A2P 4' 2-LAMP 120V 32W T$ FLUORESCENT PENDANT MOUNTED DIRECT/INDIRECT ` ' ` Px j /r ; LIGHT UP AND DOWN SIMILAR TO HUBBELL LITECONTROL MODEL 46-P-ID � p�_ p._ p p p p.,._ �{ �41 % A2S-D A2P-E SAME AS "A2P" EXCEPT ADD EMERGENCY LIGHTING ,� a a � a a EX �� `'�� EL� `�-�� -- � ��A2S �� A2P-D SAME AS "A2P" EXCEPT ADD �INE VO�TAGE DIMMING ; Q Q Q Q Q Q A2S-D A2S-D A2S-DE/ A2P-DE SAME AS "A2P" EXCEPT ADD �INE VOLTAGE DIMMING ANd EMERGENCY , - - ---- - - -- - _ , . LIGHTING ' � � PERFORMANG�E L,IGHTING - -__ � ��; ' W PERFORMANCE �IG1-��ING T.B.D. PENDING �.V.L DESIG ER -"" z r. A2S A2S A2S 4' 2-LAMP 120V 32W T8 FLUORESCENT SURFACE MOUNTED DIRECT SIMILAR , o 0 0 o T.B.D. PENDING A.V.L. D�SIGNER A2S-D A2S-D O - __��\ HUBBELL �ITECONTROL MODEL 44-S-D i � � o_ � � o � �- A2S-E SAME AS "A2S" EXCEPT ADD EMERGENCY �IGHTING Q�% ��Q Q Q 'o� � � � A2S-D U A2S A2S A2S-D SAME AS "A2S" EXCEPT ADD �INE VO�TAGE DIMMING I�" ��"-; `�"-�-� -- Q � W en�_ A2S-DE SAME AS "A2S" EXCEPT ADD �INE VOLTAGE DIMMING AND EMERGENCY , � Q A2S-D _ A2S-D A2S-D �� _� LIGHTING � ' ' � A2 A2W 4' 2-LAMP 120V 32W T8 FLUORESCENT PENDANT MOUNTED DIRECTlINDIRECT _; o 0 0 ' o 0 0 �, � � .� �', �'. ,... ��, ; , , , , , , , _. 1 1 z = �, -------------- �LIGHT UP AND DOWN�_SIMILAR TO HUBBE�L LITECONTROL MODE� 22-W-ID p - A2W - _ __ _ ------ _ _ _ __. �� N N N N N N � ; `�.� ~;, , �_, �` '! -- - A2W E SAME AS "A2W" EXCEPT ADD EMERGENCY LIGHTING ; ¢ Q Q , Q ¢ Q `, A2S-D A2S-D U � � ; ; - ---------- - - -- ---- ------ -- --------- ' �� A2W ALTERNATE: PROVIDE AND INSTA�� ED FIXTURES SIMI�AR TO HUBBELL LITECONTRO� �, �� "- MODELS 65�-P, 44L-S, AND 65�-W IN LIEU OF MODE�S 46-P-ID, 44-S-D, AND 22-W-ID ABOVE , ; 0 � ....... ."""'Q..""" ." ' "' ' ,:.,�,�.— ....�.,, r """"' """' """"' """"' """"' """"' """"' _________ """"' """"' """"' """" """"" o w o _� ; ;A2S-D A2S-D !- A2S B2S 4' 2-LAMP 120V 32W T8 FLUORESCENT SURFACE MOUNTED WITH WRAP- °- � °- °� �-�- �- ��; EX A2S A2S � AROUND ACRY�IC DIFFUSER INDICATED AT SELECT STORAGE ROOMS CONFIRM �OCATION ,' Q � `L A2W ~'%' A2W � ��»�� --�� D1 6" 26W 120V CFL RECESSED DOWNLIGHT WITH SPECULAR CLEAR REFLECTOR , �--�--� B2S l________ �., � � � AND WHITE TRIM SUITABLE FOR INSTALLATION IN 1-HOUR RATED CEI�INGS WITH OWNER �� ' ? � ; EX� ��►- � � A2V1/ � ;_ A2S A2S _ D1-D SAME AS "D1" EXCEPT LINE O TAGE D MM NG ING � �, R------ (12) W(ASSUME � � ,,, , � o _ A?W , D1-DE SAME AS "D1° EXCEPT ADD EMERGENCY �IGHTING AND �INE VO�TAGE 4 EACH SIDE ENTRY ��"" �- N N o o ` _��;- W �� ----- ��--- � DIMMING POSSIBLE DMX DIMMING AT AREAS JUST OFF MAIN P�ATFORM + 4 AT REAR � Q Q � � A2S , A2S A2S D2 SAME AS "D1° EXCEPT NO REQUIREMENT FOR RATED CEILINGS ) _�>EX FS1 ° N N ' A2S �� .� A2W-E � � 02 ' BALCONY & SECOND FLOOR LIGHTING PLAN E201 SCA�E: 3/32" = 1'-0" � � Y1 - NOTE: HOUSE �IGHTING AT THE SANCTUARY AND BALCONY MUST Y1 NOT BE DIMMED TO �ESS THAN 1 F.C. AT ALL AISLES (NOT INC�UDING� SPACES BETWEEN SEATING ROWS) WHEN SPACE IS OCCUPIED, WITH ; ' � EXCEPTION TO REDUCING TO NO �ESS THAN 0.25 F.C. IF MINIMUM 1 F.C!� IS AUTOMATICALLY ACHIEVED UPON ACTIVATION OF THE FIRE ALARM �,_' � � ��. ,a _ ---- -- _ � - i ELR t i '� ; � --- _,.�_ j �-- ---- -- ...,, - --- -- lv..:::.:, -- y�� --- - , ___ __. __ tG"' u___. __. __ • � ____. .... ........I .....: ___. :::._r. ____. ' {_ ..." "" � � � � m�' EX FW2-DE FW2-DE FW2-DE A2W-E � A2P A2P ; ° � .... ,. :. - ,,. � � � � _, .._ � � _� � ti, %� �� _�; USE ORIGINA� ; � ; �`�_ ___ ; , . �'� SWITCM , S�� O ; D1�ED _ j' �. << EXISTING �IGHTING TO REMAIN �� r''�'1 � �� -I PERFOF2MANCE AND HOUSE �IGHTING _- EX �p T.B.D, P;�,ENDING A �.L. DESIGNER � ... . .. , � _ ..__ . ir. (LIGHTING ASSUMPTIONS FOR CALCULATING H.V.A.C. �OADS AND COMPLIANCE � WITH THE INDIANA,�NERGY CODE / COM�MECK ARE: (16) MAX��VIUM 180W LED � EX �{� PENDAI�T HOUSE L�IGHTS AT VAU�TED M1�IN SEATING AREA +(}�) MAXIMUM 180W �ED HO'USE �IGHT� AT BALCONY +(14) MAXIMUM 25W LED D01�/N LIGHT HOUSE �IGMT�` AT REAR O;f� MAIN SEATING AREA;+ (2) MAXIMUM 180W LED HOUSEKEEPING '' �IGHT� AT PLATFQRM + AVERAGE "ON" 1�,OOOW PERFORMANC� LIGHTING) l�' � ; � _ � .... � � EX FW2-DE FW2-DE FW2-DE -f? � �! .-- � ..... � � _.. ..._ � .....______-�,-_�._ 'S .... __. z . .. ; �a,'ELR - � A2W-E EXTERIOR LIGHTING TO BE � CONTRO��ED BY PHOTOCELL AND TIMER (TYPICAL) Y1 � E�ECTRICA� GENERA� NOTES A�� WORK SHALL COMP�Y WITH THE CURRENT CODES. SEE PROJECT COVER SHEET. A COMCHECK REPORT HAS BEEN PREPARED FOR THIS PROJECT AND IS AVAILABLE FROM THE GENERAL CONTRACTOR. ALL S U B C O N T R A C T O R S A R E E X P E C T E D T O O B T A I N A C O P Y A N D C O M P L Y W I T H T H E R E Q U I R E M E N T S T H E R E I N. ELECTRICA� CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY, PROVIDE ALL �ABOR & MATERIALS, AND PAY ALL COST & FEES FOR A COMPLETE MODIFIED ELECTRICAL SERVICE. ELECTRICA� CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMP�ETION AND OPERATION ALL SYSTEMS IN THIS SECTION OF WORK. SUBMIT PRODUCT DATA OF ALL LIGHTING & E�ECTRICAL EQUIPMENT AND DEVICES FOR APPROVAL PRIOR TO PURCHASE. AL�OW AT �EAST TWO WEEKS FOR APPROVAL PROCESS AFTER SUBMITTA�. COORDINATE ELECTRICA� WORK WITH OTHER TRADES TO AVOID CONF�ICTS. COORDINATION MUST OCCUR PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIA�S. A�� NEW INTERIOR LIGHTING SHALL BE CONTRO��ED BY DUAL TECHNOLOGY OCCUPANCY SENSORS AT A�� AREAS EXCEPT THOSE CONTRO��ED BY THE DIMMER RACK. (THE DIMMER RACK CONTROLS INCLUDE A TIMER.) ELECTRICAL CONTRACTOR'S LIGHTING SUPPLIER TO PREPARE AND SUBMIT LIGHTING CONTROL PLAN FOR APPROVAL AND BASED ON OCCUPANCY SENSORS RANGE AND SPACING. A�� EXTERIOR LIGHTING TO BE CONTROLLED BY TIMER AND PHOTOCE�L. A�� IGHTING BALLAST SHALL BE ELECTRONIC. A�� CONDUCTORS SHALL BE COPPER. SIZE A�� CIRCUITS AND FEEDERS FOR LOADS AND LENGTHS. DO NOT EXCEED A 3% VOLTAGE DROP. INSTALL EMT CONDUIT IN ALL OPEN AREAS AND WHERE EXPOSED. LABEL ALL DISTRIBUTION EQUIPMENT, PANELS, DISCONNECTS, AND CIRCUITS. �Y1 �----- EL;Cfl f� � � a �--� N - ' D3 6" 26W 120V CFL RECESSED DOWNLIGHT WITH SPECULAR CLEAR REFLECTOR �� ' Q BLACK TRIM, AND SUITAB�E FOR EXTERIOR/DAMP LOCATIONS �� A2S � A2S � � ' � o o � , A2S A2S ALTERNATE: PROVIDE AND INSTA�� ED FIXTURES SIMILAR TO AL� "D1 TMROUGH "D3" ; m � N N � ' � � � FIXTURES ABOVE � ' W � ¢ Q Q A2S A2S '` W ;_ A2S A2S ' (.�: � � �. , , . N0 R �� ' � Q i � �� .; � ; � A2S A2S ; - . _ , o � a � ~-�' ,i �_� Q ,; � � � ; A2S A2S ; ��:�r� � � -- � D3 D3 ; � r R `_ -; Q Q � � - - ---- - EX --- Y1 � �. � ,, � � � � � , O .�n-� , O �� , ��1 �. ; � A2S A2S A2S A2S ' _ - - - - - - - i ; _ " _! \,'ELI� - ; ` ,-- � ' IN CLOUDS �; �� _. _. _ _ _. _. ' ., � � �� ; ( � = -_ �� - •-, A2S-D A2S D � r� r � �', (LOCATIONS A2S A2S � r - � - - � � � ' A2S A2S � � � � T.B.D.) � � ' A2S-D _ _ . _ _ . , ,'A�S-E Q ,; - _ - - Q ; , , ; A2S-D A2S-D ;� % - , - - - - - - , - -, _ „ p „ E�R , -:_ . �L -, _ � ;� �-- _ _� >--:, ; �' „ � 1 - - � - � . . i ( I :: � � ..... _ _ _ . a . 'a — ___ _ _ y��.�Q� __� ___ ' . . _ _' e � .: �� i � i�! _ V� �-__ YV aD ........... M � i.—a`J _ ,, � � � �- M EXL 1 , A2 A2 A2 c�- S S S / FW FW FW - � „-,.` A2S-D 3 3 � w � ; ' 3 � �' �- - . ' , ;�,._ ,, _ _ � ._ _ _ �� _ � � „_ � �; ��. a-. , �_ ,;, � w � �u � � N L �� W t, / Q � Q � Q EX t� FW1 L � , REINSTALL EXISTING LIGHTING ` / r::�<> ,;' � D2 D2� Q Q �I ;�� ', ��E�R i THIS AREA IN NEW FLAT SOFFIT (3) FP2 D1 D1-E D1 A2S-D A2S-D `V � � � w � `f A2S A2S A2S � w � w � � � �. �. r;r ,, �ti � � r ��__ _� /,�. , r ` N� %' D2 -� D2 � � Q i . Q Q Q ._... � � j i..._...... ,' r l— i . �, ._ � I�_ ('� ! ��"` Q � , �� /' � S EX J;' �i , , , , , , __ ; ' ; _____. __ _Qi _ � vw..,V.w�__ _ a. �;:; _.......-_�.r- - _ „ ' � � i >:—i �_: . "' __ _ ,� M ,��,w m M, �.�.. ��.� �� ro.� _ . ... _ __ _. - - - - - . � ... _ _ .. ,.. _ - -- — - FP6 D � � � r FW5 � - � - - � - � _ � _ � -- � Y1 I � � _-- - �_ ; ; ; ;- - - ; __ , EL EL E� EL D1-D D1-D , _ ,r_ .- .- .- .- .- .- .- .- __ � \ � w � FW5 ; FW5 _ _, FW5 ; FWS�_ _ FW5 FW5 FW5 , ,I i; � - ----- --- -- ' ' -i� Q � � Q � � - . � — — — — — — — . ; . : � -_ - � - � - t; EL ; B2S Q , \ FP8-D FP8-D FP8-D FP8-D � i � - - _- -) \ � (A Cn ~ \'-- \ -� , ; � ' ' Y1 FW1M � -- ' - ; Q � Q ; � ' ; ; D1-D D1-D �Y1 � — — -- � �-- ; -- -- — ,, --�� ; ; � � ; Q ; I - -_ : _ (3) FP2 � i - i -- - - � . � r= , � �� _ _ _ , , � � � . . �� - � - � �� EXTERIOR LIGMTING TO BE �� D1-DE D�-D CONTROLLED BY PHOTOCEL� D1 �`�� i D1 D1-E � D1 D1-E D� �� FP8-D � FP8-D FP8-D � ; ; 1 � ; _ ; ; �; ; � AND TIMER (TYPICA�) , w . ._.____. ..___ �...... � ; ; i i ' FP8-D �; ; � �� D1 FP6L D D1-E D1 D1-E D1 D1-E ' D1-D D1-D �1� i � � � ' ;� ' ' ; ; i (3) FP2 , W fr �� -- - -- _ -- - - ; ; WITH OWNER) LOCATION ---- ` -- -- ---_ FW1M - � Q � i FP8-D `��FP8-D FP8-D � D1-DE D1-D EL Q � Q � T1 __ T1 ' � i . � � � ___� t ; � ) i E� � � ) P4 FP8-D � ' � � � � - -�-� , a �:-� 4 T2 _---- --- �-� f -_�, , _ � , , i � a a - a ;, yt T- = FW� {__ FWb FWb 1 EL FW5 FAl4/5 --EL.- -FW� ; , i ; � - D1 D � � T\�� \\�T�� . D1- FP6M D � EXI TWG t_ FW5 � � � , � _ _�_-_ � r�� , �w � _ _ � _ _ ; , - �t T�N� - - - �: - , � -- - _ -- - - . _ . -- - . � �� _ ,_ � � � ,� O REMAIN F�'�,, ,; ,�^ �� 4) FW4 W-�;;�-� (3) FW4 D1 D1 ; , %�-� -- �,� ` � ;� �� ; �: W LIGHT FIXTURE SCHEDULE (CONT.) �, ca � c� �c� �o �i ; � � � t N \ ,l _� � � � � � _ , (3) FP2 D1 D1-E D1 � _�, ; FS4-D , D1 - Q \ `, p1 - � � �� - � � o � .0 �___ � ;_ _ , � _ FW1� '� � A s � � � „ , � �� ; �. � �__ � � � � EX � EXPE DX T�SIGN � WALL OR CEILING MOUNTED 5W/FACE MAXIMUM � � ; �I� �-- � � �� _�. � . - � w � ;_� �� ELR V �----� ,__. _ � � � ��. -' -_� >�__.,_��.. �� ; r =- - �� N c� �1., � r ��r Q � � � � BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et inii ��AIII ilirllr��,i \\�`,� S L E Y e''% �� c��sTERF� ��G ; � �Do ° N o . �°�o � = � * 0 91 0060 0 � _ O�� o e � _ _ � G��°oe STATE CF v��\ ? ��° �NDIANP�°°°�� %,�� `°�°°�a�aoee�� ''%irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this pro�ect are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this pro�ect The drawings shall not be used on other projects or additions to this ro'ect without written ermission and P 1 P due com ensation to the architect The drawin s P 9 shall not be co ied or distributed without P authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli complet�on of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana r n 46241 v ,i Z � Q A2S-E Q � Q EX o EX � N� � :. , �: � � � �ELR � v� '�- � _ _� � �DL � `� D3 D3 � � Q Q �1 ¢ N N Q � Q � � � Q Q �,;� ;n � ; i : r � ' - � �_ � EX � ��'; EXISTING ;� LIGHTING w � TO REMAIN Q - FP5 -- ; �4 � % --W � � �II` � Q al1 FP5 Q ; � W � � N Q Q Q -�FP5 � � ...,�...� ,' � FP5 � ��'ELR EX � A2W-E EX . . _ � Q'_ O Z �5; q� � � _ --- ¢ ¢ � y � cv 'S � v� ' _ � . -�� Q � ' N � � �. „ A2W _, ....N , , , , ; - r` � _ �, , -, .._� �7 ' Q ± N: . t�„ Q Q Q _.... � 1 ��.,,�,_� �-� _ �� Q� � _ __ � _ _ -�� . , • � � ��.� n, �-- ' � .�_.�._ ....., '' � � _ � r'- W r , �� j W. � � a r � � Q EX _ Q FP5---- A2W-E A2W-E FP5 ' • �.- -- � -, ,. • ,, • EX�, � N N � ' . � EX • �� o Q Q W �, t��-- � �._ __ _� ' ; o � \� � - ,� � a W Q ' N Q �j �� __ '' a Q � I�� ; Q o Q Q o o � � � � � N N N � + N � ' � � a ' a Q � � o_ � W N N W � ��; o a � a o o � • 0 0_ � o_ o_ • Q � Q ¢ N 0 � � i Q o_ a _ Q Q � ; o 0 0 ,,.,EX � _x, � � N � �� N N ELR' � � � �\ Q Q ¢ �, N, � �� Z � �� -- ." l � c� ��, . �� - PERFORMANCE L�C�HTING � �� T.B,D. PENDING A V �.�@7ESIGN�R CONFIRM �OCATION -'�-_ ___ o 0 0� o o �� , WITH OWNER � � � � � � `. -�� r^ � ,...� Q Q � Q � r^ �� Q� _— �Q __ �_______�_______ +. ::.-.:::.-. �:: ::.-.:::.-.- K r .:::.-. -.-.:::.-.:: -.-.:::.- �x' � : o� � FIRST FLOOR LIGNTING PLAN E201 % SCALE: 3/32" = 1'-0" EL EMERGENCY EXIT LIGHT � Z � ELR EMERGENCY EXIT LIGHT REMOTE HEAD WALL OR CEILING MO NTED .. � U EX� COMBINATION EXIT SIGN AND EMERGENCY EXIT LIGMT — �— � W LED BOLLARD - T.B.D. ASSUMES 70W LED � V� � � Y1 30W 120V 1,700 LUMENS LED WIDE FLOOD GROUND-MOUNTED FLOODLIGHT T �� - J_ � FP2 NARROW FOYER LINEAR PENDANT - T.B.D. ASSUMES 32W � �� FP3 12V, 10W DIMMABLE PENDANT - TECH LIGHTING FREEJACK CHEER " FP4 PENDANT__DAC_18.5250_(ASSUMES 26W� � U O __ +� FP5 _______ _ PENDANT _DAC d5010�ASSUMES 26W� ------- ------ ------- --- --- � FP6L-D___ _ PENDANT BY OWNER - INSTAL�ED BY ELEC. CONTRACTOR (ASSUMES 360W�_____ � �� - FP6M-D PENDANT BY OWNER - INSTALLED BY ELEC. CONTRACTOR �ASSUMES 240W�____ � c � - - ------ - -- - --- --- --- - -- - o � � � FP7-D 2ND FLOOR CLASSROOM PENDANT - DIMMABLE EMERGENCY - T.B.D. ASSUMES 70W LED U � L FP8-D 99W, 120V, 9000 LUMENS, 55° WIDE DISTRIBUTION, 0-10V DIMMABLE LED p'� � � CY�INDER DOWNLIGHT - PRESCO�ITE LIGHTFORMS MC10LED-9L rn FINISH AND LED COLOR TEMP T.B.D. � ��"' � F S 1 5 T H & 6 T H V E S T I B U � E - S U R F A C E - T. B. D. A S S U M E S 2 6 W FS4-D MOMS �OUNGE - SURFACE - DIMMABLE - T.B.D. ASSUMES 26W r, �� F S 5 M I S S I O N W A L L L I G H T I N G - T. B. D. A S S U M E S 6 4 W v �� FW1L WA�� - DAC d1018 ASSUMES 26W � �O �� FW1 M WA�� - DAC d1012 ASSUMES 26W � � FW2-DE SANCTUARY SIDE WALLS - WALL - WITH EMERGENCY �IGHTING - T.B.D. - W Q_ � •� DIMMING COMPATIBILITY PER A.V.L. DESIGNER (ASSUMES 26W) _ � FW3 MAIN CHECK-IN WALL - T.B.D. ASSUMES 26W (/� � � FW4 MAIN RESTROOM �AVATORIES - WALL - T.B.D. ASSUMES 26W S- � o FW5 FOYER TRUSS �IGHTING - HIGH ON WA�L - T.B.D. ASSUMES 26W CU � U � _ � - T1 _ BRUCK ECO_TRACK WITH �7� 12V, 10W_LED Z10 HEADS WITH #416_SNOOT � � N �- T2 BRUCK ENZIZ TRACK WITH �7L12V, 10W �ED Z10 HEADS WITH #416 SNOOT ________ �� c� ____________ _ ___ ___ ---- -- --- - � � Q N � � Sheet No. �201 Project No. OWNER REVIEW: ') 5009 INITIALS DATE CONFIRP ROUGH- FOR AL� WITH A.\ EXISTING DISTRIBU PANEL CONFIRM REQUIRE WITH SUF ELECTRICA� CONTRACTOR NOTE: CIRCUIT SO NO MORE THAN (6) GENERA� PURPOSE RECEPTACLES ON A SINGLE 20A CIRCUIT EXCEPT NO MORE THAN (2) WORKSTATIONS OR PRIVATE OFFICES ON A SINGLE 20A CIRCUIT. PROVIDE DEDICATED CIRCUITS WHERE SHOWN. CONFIRM POWER REQUIREMENTS FOR EQUIPMENT AND DEVICES WITH APPLICAB�E TRADE CONTRACTORS. CONFIRM KITCHEN AND SERVING AREA EQUIPMENT REQUIREMENTS WITH THE OWNER. REFER TO A.V.L. DRAWINGS FOR WORK REQUIRED BY ELECTRICAL CONTRACTOR, SUCH AS ROUGH-IN'S FOR A.V.L. EQUIPMENT AND DEVICES. (2) PANE�S ARE TO BE RELOCATED VERY NEAR THEIR ORIGINAL �OCATIONS. SEE P�AN. _ � � O Z � • ��• .� . . � E202% SCALE: 3/32" = 1'-0" DEVICE (TYPICAL)� v. ��.v POWER, LIGHTING, & DATA SYMBO�S � SINGLE POLE SWITCH AT 48° A.F.F. (UNLESS NOTED OTHERWISE) �3 3-WAY SWITCH AT 48" A.F.F. (UNLESS NOTED OTHERWISE) �R DIMMER SWITCH AT 48" A.F.F. (UNLESS NOTED OTHERWISE) DUP�EX RECEPTACLE AT 16" A.F.F. UNLESS NOTED � OTHERWISE TM GFI GROUND FAULT INTERRUPT RECEPTACLE � Wp GROUND FAULT INTERRUPT WATER PROOF RECEPTACLE GFI � QUAD RECEPTACLE AT 16" A.F.F. UN�ESS NOTED ------------ -OTHERWISE ---------- � F�OOR RECEPTACLE (VERIFY �OCATION WITH OWNER) (jj) BUILT-IN CHECK-IN KIOSK - VERIFY LOCATION, ROUGH-IN, �"'" K1 AND POWER REQUIREMENTS WITH OWNER (j� FREE-STANDING CHECK-IN KIOSK - VERIFY �OCATION, �'�'" K2 ROUGH-IN, AND POWER REQUIREMENTS WITH OWNER (� GUEST CHECK-IN STATION - VERIFY �OCATION, ROUGH-IN '�'" K3 AND POWER REQUIREMENTS WITH OWNER (� WA��-HUNG SERVICE RACK - VERIFY �OCATION, ROUGH-IN '''" ITW AND POWER REQUIREMENTS WITH OWNER (� F�OOR-MOUNTED SERVICE RACK - VERIFY LOCATION, �'" ITF ROUGH-IN, AND POWER REQUIREMENTS WITH OWNER �a DUA� DATA ROUGH-IN AND DUPLEX RECEPTAC�E FOR TV - TV VERIFY LOCATIONS AND HEIGHTS WITH OWNER a VOICE DATA ROUGH-IN � WATER PROOF DISCONNECT � E�ECTRICAL PANE� P1 � EF EXHAUST FAN - SEE MECHANICAL BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��STER��oa��% No. �� - \ * v° 91 0060 �°o � � — a. � .. e �-- _ _�� -��°o oU_ ; G��oe STATE GF e��v; %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� ''%irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � z c� Q �� n o � .0 LL � Z � � � W � � � v � � � � � � u� � o � � � � � � � � U v � � � O � � � � Qc� � �n--,a O U� -1—� W � � O . (/� � � (J� S� -l—+ � � �� U � � � W-�-' � �, � � � � W � o � � O }, � � ' � � � � > O � � � � N `� � � �U �� NQ � � Sheet No. �,;��r Project No. OWNER REVIEW: ') 50�9 INITIALS DATE _ H � O Z � - ••- - . . - • . E203% SCALE: 3/32" = 1'-0" FIRE A�ARM SYMBOLS LEGEND � PU�� STATION O SMOKE DETECTOR DUCT SMOKE DETECTOR AT H.V.A.C. UNIT BY MECHANICA� OO p CONTRACTOR (COORDINATE INTERFACE) S�� COMBINATION HORN AND STROBE � STROBE FACP FIRE ALARM CONTROL PANE� 0 SP SPEAKER Op ENSURE ALL H.V.A.C. UNITS OF 3,000 CFM OR LARGER CAPACITY HAVE SMOKE DETECTORS INSTALLED IN THE RETURN-AIR SYSTEMS FIRE A�ARM SHALL BE EMERGENCY VOICE/A�ARM COMMUNICATION SYSTEM (FVCS) WITM BATTERY BACKUP AND SNA�� MEET THE REQUIREMENTS OF NFPA 72 FOR ASSEMBLY OCCUPANCY WITH AN OCCUPANT �OAD OF MORE THAN 1,000 BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� 00000vapa000 �— , �� Qo��sTER��oa��,, No. �� - \ * v° 91 0060 °o � '__ — o�� e�_ _�� -��°o oU_ ; G��°� STATE C3F e��V; %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� %irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs T&W Corporation s,� 3841 W. Morris St. (J) Indianapolis, Indiana Z 46241 � � � � � � � c� o � .v � Z � � � � � � � � Q � � � � � � W � � ct� `� � � � O � � � � � cn � +n�, O � O -1-� W � Q o .�n � L U� -'-' � — ��Cn U � U� � � �� U � � '' � � � N � n � O L� � '� W � � � � > O � � � � N `� � � �U I � NQ � � Sheet No. �,;� r��I�C� Project No. OWNER REVIEW: ') 50�9 INITIALS DATE LOW ZONE 13 GRIL{�- ; K WA�L =-- 20°%Q , _:� .� ❑ , �_�-� _ � a�— , � � - � �i ' __ � -- t; � Z � � ' � � � � 45°/a o� I~ I - -L — — — -� � I I NEW SUPPLY AND R�TURN- � AIR SPIRAL, �DUCTWORK _ i � ❑ ',, ZONE 12 � i � 55% F ,.� " � / ..- '�� J ; � I 1 ------------ -- — i ;— _ ':: —',, � ; ❑ ❑ 1 � NEW SPIRA� SUPPLY-AIR DUCTWORK (SLOPE UP A�ONG BOTTOM OF DECK FROM UNIT) � :� • : � � •�' � ' • M201 % SCA�E: 3/32" = 1'-0" , �, NEW RETURN-AIR GRILLS � , ,.�,, � ��.. __ - - � ', \ , �; - — ._ r. ,t .- - — -- -- --- t�._.s' --- — � ....; �-�fi r, _ �� /r : 8a/o t__ w_ — ' - - — _ - ' � `� � � ` I� ,_ :� i - � - , ! � `, � _..�� l �— �� / � � C� � ,' . o . � . . G �_ , � � � � � `' k il � _ " � � 26% 26% 20% 20% - � ZONE 3 ; , ; ZONE 3 IS UNCONFIRMED � AND DOES NOT APPEAR ON ' THE ORIGINAL CONSTRUCTION ,' ; DRAWINGS. CONFIRM AFTER j , DEMO�ITION FOR ANY RE- ; ROUTING OF EXISTING AIF2. ��V �:. ZONE 2A 1 8% 15% LI i 15% NEW SUPP�Y-AIR DUCTWORK= UNDER EXISTING BALCONY SEATING RISER$ 18% � � �' ,' ,�`� 26% 26% 20% 20% 'J � � � � � t . , . , — � — � � � ,— - . ._ �.. f � � � � . � . �� _ � � c� 8% ( �, � . � �. � �. � � � Y (�i - ti rt � _- � , �� _ __ �� . _ _ _ ,_.a; -� �� NEW RETURN-AIR GRIL�S� 2% 12°i 12% �--, � i � � � 13% �� % �- - - -� � -- ��- .� i .. :::I _ � � � —� � —� 1% 10 10% 1% �% � 9% � - I� ---- -� , � 2°'° � ZONE 11 � °_ -i 70 CFM EXHAUST THROUGH ROOF EACH ,- � �� , I �� z��o _ � � s .. � � � , �-� , �. �_ ;., � � , , , _ .. --. , � ; , �l_� ......_ - , � � i�--i - ' ° ,`` 4% ' , _._._., � 7 /o € ._.._. - � � �,' �,� . I ( ,, � � � 0.--�---- ;�' �� - _... ( i l' ' ' ' � "� ,'�_ � - - -- , __= � �� _ _ = _ ��:.� ` � � � ,��, , — ,_; I -; � � � � ' �" ' �. 16% �� ,, r__ � � "^`� - --. ... y� �,. � � � �'+*� ; ; i � l +'!' -----i'- � 7% � , � �, ......... .� �- -� -�-':' • - _ �� . —. � � — — — — — — —� ' � : ---------.. � I " � � 12% � ` .�. ' I ;; �---r----p ; . i _ � . , _._... � �'-------� ;� � � - --� � � ::_ .... ... � � _—.�.. � _�__i � �_. _ � � � � � �... �� NEW SUPP�Y ANCX RETURN- : � AIR SPIRA� DUC�WORK j � � �� I� WHERE EXPOSE�� IN FOYER I '' � O , �, �----�-------� � �---�----o '� � i � , � � � �--�� I , _ ; , , � , 1 --- _ _ �-�-------I � i i � G�-�----� � � I j 19% � , �z–m�- ------ � �� ..-- � � ; r ; : � .._._._._.. .. .._._._._.. '_ 7 : v::. y :� � I p--I � r �'_ _ J� - - - �,__- ;l � � -�I �- �7��0 ; � -- --- I � •.-= � � � I 17% �� I I � =.•� -0 --'. � -� - - � � � .--I - - �F= ,, -_ - _ , � � � � � i i � _ _ _) _ "_'___I �, I � � ��-f ��. , � J _ �� - 7% -- --- ----1 % 6% ��; � � \� � � � I � � _� ;_ �— u., , � �� _ _—,t.- �,..M :.� � � 9% I "� 10% � � I ZONE 6 --- -- — ---- _. � 3% _ , -:- , 8% � , F� �, r; — w � "� 70 CFM EXHAUST � � THROUGH ROOF � �� =� � I 10% � 11 % R/A --- � �f R�� 14% 3% 30% p ----- ZONE 10 25% 70 FM EXHAUST - TH OUGH ROOF ---, --- —, _ --- - ,\ �_. ��. � �; _- 70 CFM EXHAUST TH OUGH ROOF 3% _ 70 CFM EXHAUSt THROUGH ROOF �1-- 33% 8% 15% 12% 12% ,_ � m, _ :: , � T _ -- — � — � i�— � __ r—r I, 0 0 ,r; f o o I _ _ 12 /0 12 /0 4 /0 4 /o - 1f� ' o tt� � 20 /o ~~ ... � ` ,��' ,r;' _ -� �i '� 12% _ -- - -. � r, , '�-- -------- ----- ......- __!� ......_ .-v,t , ....._.�::: « � ..... . ........ .. ......... ......... ......... .................. ��,,,_,�,,,,�» ,,.., � � ......_.. � — — — — i I 1 i � � i ; 12% 12% �� 16% � '`� I ZONE 4 NOTE THIS BUI�DING HAS A 1-HOUR RATED CEILING THROUGHOUT. AL� NEW CEILING PENETRATIONS FOR DIFFUSERS AND GRI�LS SHALL BE RATED. FURTHERMORE, ALL NEW WA�� GRILLS AND DIFFUSERS AT RATED WAL�S MUST BE RATED. (SEE LIFE SAFETY PLAN ON COVER SHEET AND FLOOR -- - - PLAN ON SHEET A201 FOR CLARIFICATION OF RATED WALLS. LEGEND _______ SHORT DASHED �INES REPRESENTS EXISTING DUCTWORK, DIFFUSERS OR GRILLS TO BE REMOVED THIN �INES REPRESENTS EXISTING DUCTWORK BASED ON ORIGINAL CONSTRUCTION DRAWINGS. (SO�ID LINES ARE SUPPLY-AIR AND LONGER DASHED �INES ARE RETURN-AIR) BOLD LINES REPRESENT NEW DUCTWORK, DIFFUSERS, ____ AND GRILLS (SOLID LINES ARE SUPPLY-AIR AND LONGER DASHED LINES ARE RETURN-AIR) i i � � �; 18% � �� ; � � � ; � �f r—o � i--o ; I ; ZONE 5 - , _ � I — - — — — — �_ `" �� ' ' ' HVAC GENERA� NOTES I � ; 19% � . 19% � � 15 /o ,� � 8% =�, �. � , �4% _=,� �ti.>.��_ �: a 700 CFM EXHAUST THROUGH ROOF 420 CFM EXHAUST � THROUGH ROOF 25% � 6% I � A�� WORK SHALL COMP�Y WITH THE CURRENT INDIANA GENERA� � � ADMINISTRATION RULES (GAR) AND ALL CODES APPLICABLE TO THIS PROJECT � INC�UDING, BUT NOT LIMITED TO, THE THE 2014 INDIANA MECHANICAL CODE (2012 _ � -- — - -- _ _ Q i INTERNATIONA� MECHANICAL CODE WITH INDIANA AMENDMENTS), THE 2010 � i— — -�---i-1 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1-2007 WITH INDIANA AMENDMENTS), 2010 A.D.A. (AMERICANS WITH DISABILITIES ACT), ICC/ANSI � �� ` � �� __�. ZO N E � `� �� - - A117.1-2009 (AMERICAN NATIONA� STANDARD - ACCESSIBLE AND USABLE I _______ ____________ BUILDINGS AND FACI�ITIES), AND ALL OTHER APPLICABLE STATE & LOCA� I � � STANDARDS & REGULATIONS. REPORT ANY CONF�ICTS BETWEEN THESE CODES T . �%I - � � I 12% ' & REGU�ATIONS AND THE WORK INDICATED TO THE ARCHITECT/ENGINEER AT 25% ' � ,r-- y-- -' AWARD OF CONTRACT. l tt f {f I I -:. :i C -'_ I 5-(' t; '""" .! - � � � : i . ..._� _ � A COMCHECK REPORT HAS BEEN PREPARED FOR THIS PROJECT AND IS �-�._ ; � AVAILAB�E FROM THE GENERA� CONTRACTOR. A�L SUBCONTRACTORS ARE I EXPECTED TO OBTAIN A COPY AND COMPLY WITH THE REQUIREMENTS THEREIN. i � �~ " MECNANICAL CONTRACTOR SNA�� FURNISH A�L LABOR, MATERIALS AND � � � I - 8% EQUIPMENT REQUIRED FOR THE COMP�ETION AND OPERATION A�L SYSTEMS IN - � - '"� `� THIS SECTION OF WORK. I � �' I r � COORDINATE MECHANICAL WORK WITH OTHER TRADES TO AVOID CONF�ICTS. ( I _�, .� � COORDINATION MUST OCCUR PRIOR TO PURCHASING OR INSTA��ING 11% ' ' 90�0 � EQUIPMENTAND MATERIALS. � -� � ' �70 C�M EXHAUST ' METAL DUCTWORK SHALL COMP�Y WITH SMACMA STANDARDS, ASHRAE THRC�UGH ROOF INSTA��ATION HANDBOOK, AND OTHER APP�ICAB�E STANDARDS. A�L METAL � EACH I DUCTWORK SHALL BE GALVANIZED. WRAP AL� TRUCK DUCTWORK WITH MINIMUM ' R/A-- �- ----� 1-1/2° FOIL-BACKED INSULATION. ROUND DUCTS INDICATED IN OPEN AREAS SHA�� BE UNINSULATED SPIRA� DUCTWORK. INSU�ATED FLEXIBLE DUCTWORK IS �- --- R/A A��OWED AT BRANCH DUCTS TO DIFFUSERS AND SHAL� NOT EXCEED 10' IN 11% �-~ 9% � ' LENGTH. PROVIDE VOLUME DAMPERS ON ALL BRANCH DUCTS TO DIFFUSERS � ' � �� AND NOT MORE THAN 5' ABOVE CEILINGS. PROVIDE AIRFOI� TYPE TURNING ZO� E 7 VANES IN ALL SQUARE ELBOWS. 18% 1% � o� FIRST FLOOR H.V.A.C. P�AN O M201 SCALE: 3/32" = 1'-0" Z MAWTAIN MINIMUM 10' SEPARATION BETWEEN ANY AND ALL OUTDOOR WTAKES AND EXHAUSTS, PLUMBING VENTS, ETC. ��' 8% r� ; BALANCE THE HVAC SYSTEMS WITHIN 10% OF AIR QUANTITIES INDICATED AND �"' PROVIDE A COMPLETE TEST REPORT. RETL�RN THROUGH i �DO(��t LOUVER SOME H.V.A.C. UNITS MAY NEED TO BE REP�ACED AS A MAINTENANCE ITEM. �; COORDINATE WHICH UNITS TO REPLAGE WITH GENERAL CONTRACTOR AND/OR OWNER. �'�_�- � �,. 16% - ----� 2% �; _ y4 3J EXISTING AIR IS BEING REDISTRIBUTED AS SHOWN. NO NEW H.V.A.C. EQUIPMENT IS REQUIRED THIS PROJECT OTHER THAN RESTROOM EXHAUST FANS AND ANY EQUIPMENT BEING REP�ACED AS A MAINTENANCE ITEM (SEE H.V.A.C. NOTES). EXISTING ZONE CFM'S ARE UNKNOWN AT THIS TIME. CONVERT CFM PERCENTAGES SHOWN TO ACTUAL CFM'S BASED ON EACH ZONES EXISTING AIR SUPPLY. CONFIRM EXISTING DUCT SIZES BASED ON MAXIMUM 500 FPM AT WORSHIP AREAS, MAXIMUM 900 FPM AT OTHER AREAS, AND MAXIMUM 0.08 INCHES WATER / 100' OF DUCT FRICTION LOSS ALL AREAS. CONTACT ARCHITECT FOR FURTHER CLARIFICATION IF NEEDED. OWNER REVIEW: INITIALS DATE BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��A I I I i l I i l i l irllr��, i ,o�`� S �- E Y � ''�� c��sTERF�o �� '% � �Do°� � No. � n°o �; � 2" VENT � THROUGH � ROOF EX�S��N---►" I � <';�1 4� � C I ( - �� -��'� � ,-�'��2 � �� ,-' j WCH � -�` � I �/ q� ��' 3„ WCH i 2„ �2 i� J E�US��N�' �" � SK1 .� 2" � .--- �''� SEE 02/P201 � I � SK1 WCH j 4„ 3, �` �-, ' I � CO q" �'' WCH I I WCH � 2�� L2 L2 CO os � PLUMBING WASTE & VENT ISOMETRIC P201 % SCALE: 3132" = 1'-0" LOCATIONS PLUMBING FIXTURES REMOVED SEE 03/P201 CONNECT --''� ,-- � EXISTING 2" VENT ,�- �'" � THROUGH OF ' 4�� --� � 4" VENT � ` iG � -'' � THROUGH �--7�� , �,- �_, XS \N -- � � ROOF � i�� i i i i ^,,.. —� i -1, CONF WAST INDIC, SIZE F IZE OF EXISTING IERE CIRC�ED MINIMUM SIZE RED - TYPICAL) LOCATIONS �t�UMBING FIXTURES R �/IOVED ��, .n- � , { �r �1 f` EXISTING � 1-1/2' VENT THROUGN ROOF n I (! — � . �� _ __ = �� ; i >�=` = � =-- ��E `, ,�� ' X I G ..._, , ..��.. .; W �� .,� , � i � , _'- _ _"� I 1 Y _ . _ _ _ i � � \ / � j �\ �� , ; �, � ,� � i ^� : _,�, ` ' I �`� �� OCAT'IbNS P�UMBING "- " FIXTUF��S REMOVED ` '� � � �-.�r � r�� __ ! ��._� __, �_ �i i� i i�_i� i ...... ..:_ �} t 1 - ....... . i � � n f1 � ( �I I I Ir 1 __._lU U�._� , �. — �I�� — � � , 1� i I I�� I I x I I I � _. , I � � III .� I ; � �._._._J � ._\�_,I , � --� �� i` 'ii 'i � i i i � � �� ,i�� i ; � � � � � , � �-�� -�� I ; - � — _ , I � � 4" VENT� THROUGH - i i ROOF �' � -�__ ; � � j� �� r (�) iN( ; � �v_ _, �: _ _ _ ;�; , �OCAT10�1 P�UMBING -� � _ _ FIXTURE RE�IOVED 4„ � �-� � .n � „ WCG I � 3" --' "�i- � � I I �� -�� OCATION P�UMBING L2 � I � T� �/C I I I -�� FIXTURE REMOVED L2 �� SK1 �\�I\I �i� � WC�'WCI I I I ��`1�_ �,..-- � � �� I p I �� WC � WC i L� � � � ; I `� � � I > � �`' -' ' �� % L1 WC � ��I/i F � �� -�� WCH �-� L1 � � `�,> i�l� �� I WCH W� �C 3„ �-�YP�G��wCI � I � L1� �� '' I ,,,; � � � EWC - L1 �"`��;, � �URH -�i i � i � �� " I � URr�,y� � CO UR r F�I � I WC I �„ UR �.�-�� I � �I 2,� ��A ' � FD�� FD I`� -�.,_ � � , �CA� V�,�� wCH �� 4 - SK2 2" VENT �O �- � � � �� , THROUGH �� SK1 j , - ��'� � � ROOF I I� I �2 3„ WCC � WCC � SK1 � L2 3„ CO „ -��(P�GP�'�"P�P��RYI 2� 02 P�UMBING WASTE & VENT ISOMETRIC P201 SCALE: 3/32" = 1'-0" EXISTING MOPBASIN--� � WID � EXISTING WATER H�ATER EXISTING WATER S�FTENER� ` `�' �`� � I - —� � �,, , , I �; SK1 _� � � CONNECT TO ` EXISTING VEN'f � ` , �� z I SK1 F `` W F� � � � � WCC C�r �� 3 _.i. L2 2 ti CONN�C� ' L TO �' ;r�; ��) L2 � LJ _� EXIST�NG ;2" VENT `_J �� -, �� __�_}� '� °.�; ,�ir �- LOCATIONS PLUMBING ; FIXTURES REMOVED 4" i._ � �_.�� J`f �LOCATIONS P,�UMBING FIXTURES R�1�IOVED CO d' �'-� 3„ �,, WCH 1...__ �-, _ WCH • 'i• �2 2�� - - - L2 CO PLUMBING FIXTURE SCHEDU�E MARK FIXTURE WC ADA WATER CLOSET - F�OOR MOUNTED F�USH TANK WCH ADA WATER CLOSET - FLOOR MOUNTED FLUSH TANK WCC CHILD-SIZE WATER C�OSET - F�OOR MOUNTED F�USH TANK UR URINAL URH ADA URINAL �1 ADA LAVATORY & FAUCET - UNDER COUNTERTOP MOUNTED RECTANGU�AR CHINA �2 ADA LAVATORY & FAUCET - WALL-MOUNTED CHINA EWC ADA DOUBLE DRINKING FOUNTAIN / E�ECTRIC WATER COOLER SK1 SINGLE BOWL STAIN�ESS STEEL DROP-IN SINK WITH FAUCET SK2 DOUBLE BOWL STAINLESS STEEL DROP-IN SINK WITH PU�L-OUT FAUCET/SPARY CO CLEAN OUT FD F�OOR DRAIN W/D WASHING MACHINE CONNECTIONS WH SINGLE-POINT-OF-USE INSTANT WATER HEATER - 208V, MINIMUM 3,300W - WITH FACTORY SETTING OF 110° F. SIMILAR TO CHRONOMITE MODEL M-20L/208 BAPT BAPTISTERY: FIBERGLASS SPECIALTIES, INC. MODEL LG-2LD WITH EQAS-S-5 HEATER, AUTO FILL, AUTO DRAIN SYSTEM PLUS EQAS-REMOTE, AND HANDRAILS BOTH SIDES. COLOR AS SE�ECTED BY INTERIOR DESIGNER __. ......� .. , ....... ....... .... . ...... ......... ..... ...... ......... ....... ......... ......... zc:. ..� ...�.u, .� ..,.... �., .a,..,,�. �„�. ,�, ---- , ..._.. .._ - —..... .._ . _. , ._ . _. _... — __- _ _ t _. .... n � �i i "�lJ , i �OCATIC3�]� P�UMBING --� �-� � ; FIXTUR�S REMOVED �--� ; , i � ; `�— — — — — — — i i� � i i ' �i � , i �' i i �i � � ; � , � .�� , � —_ - -- - � � �� INSTA�� BA�TISTERY AUTO-FI��, AUTO �DRAIN, � � --- �` , AND HEATING SYSTEM IN AREA BELOW HERE � BAPT a � � ` =�� _�-- ti. �—, LOCATION PLU11i1BING v FIXTURE REMOV�Q -,—� — � _ � f � i . a � a _.� � a � :a [ � _ : _ , � �� _ _ ti =_. � �� , � � � _ _ — — -- � 7 L1 - N ��, � Fp r�v u J ' Q � U � r ' n. � ° n. � . U s� s �� U�...,U . _ � � � � � � � ROUTE WASHING MACHINE ` DRAIN TO EXISTING MOP BASIN _ � � O Z LOCATIONS F FIXTURES RE � ) 4�� _ ' � l CO EWC d- URH �} W� — . FD --- -- UFZ � FD � m..... UR � � FR� �r SK2 �- 2" VENT � �/ THROUGH � -'" I 1 �-� �''> ROOF �� CO � 3" 3" �. �� , m ' A , � _ � _ � � NG C� SK1 `V WCC WCC �' SK1 � �2 _ _', ; L2 P201 % SCALE: 3/32" = 1'-0" 1 8��'� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��A I I I i l I i l i l irllr��, i ,o�`� S �- E Y � ''�� oovae � � O��o Qo��G�STERF�oa �G � N�. �� / � \ * v° 91 0060 �°o � � _�CJo o�� e�_ _ � G��°oe STATE CF v��\ %�S��o /NDIANP�°°°�� %,�� `°�°°�a�aoee�� '�%irii�itEi�iinlii�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� cK�cx soLUTloNs T&W Corporation 3841 W. Morris St. zIndianapolis, Indiana � 46241 J � 1�1� � � � � � .� � N Z O � U W Z � � � � � � � W � � � N � � � W � � � � � v c� `� '^ ' ` � v� V O � � � � � \� c� � +n-,� O 5 � -1—� W � � o -� � L i -l-+ � Z ��C� � m U�� C� � ^ � � J �' � r � O � � � .� � � � � > O �` U ,rr � � N `� � � �U �� NQ � � Sheet No. Project No. OWNER REVIEW: ') 50�9 INITIALS DATE PLUMBING FIXTURE SCHEDU�E MARK FIXTURE WC ADA WATER CLOSET - F�OOR MOUNTED F�USH TANK WCH ADA WATER CLOSET - FLOOR MOUNTED FLUSH TANK WCC CHILD-SIZE WATER C�OSET - F�OOR MOUNTED F�USH TANK UR URINAL URH ADA URINAL �1 ADA LAVATORY & FAUCET - UNDER COUNTERTOP MOUNTED RECTANGU�AR CHINA �2 ADA LAVATORY & FAUCET - WALL-MOUNTED CHINA EWC ADA DOUBLE DRINKING FOUNTAIN / E�ECTRIC WATER COOLER SK1 SINGLE BOWL STAIN�ESS STEEL DROP-IN SINK WITH FAUCET SK2 DOUBLE BOWL STAINLESS STEEL DROP-IN SINK WITH PU�L-OUT FAUCET/SPARY CO CLEAN OUT FD F�OOR DRAIN W/D WASHING MACHINE CONNECTIONS WH SINGLE-POINT-OF-USE INSTANT WATER HEATER - 208V, MINIMUM 3,300W - WITH FACTORY SETTING OF 110° F. SIMILAR TO CHRONOMITE MODEL M-20L/208 - - ----------------------------------------- BAPT BAPTISTERY: FIBERGLASS SPECIALTIES, INC. MODEL LG2LD WITH EQAS-S-5 HEATER, AUTO FILL, AUTO DRAIN SYSTEM PLUS EQAS-REMOTE, AND HANDRAILS BOTH SIDES. COLOR AS SE�ECTED BY INTERIOR DESIGNER ; �— — — — — — — _ _ _ _ ! '� _ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ._ ? � � , � i � � 1 � � 1 SCALE: 3/32" = 1'-0" �' . WATER WITH 1-112" >EE SITE S JICE, = VALVE, H SHUT- ERIFY ON, INSIDE ITH SITE i � • ALL WORK SHALL COMPLY WITH THE CURRENT INDIANA GENERAL ADMINISTRATION RU�ES (GAR) AND A�� CODES APPLICAB�E TO THIS PROJECT INCLUDING, BUT NOT LIMITED TO, THE THE 2012 INDIANA PLUMBING CODE (2006 INTERNATIONAL P�UMBING CODE WITH INDIANA AMENDMENTS), THE 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1-2007 WITH INDIANA AMENDMENTS), A.D.A. (AMERICANS WITH DISABILITIES ACT), ICC/ANSI A117.1-2009 (AMERICAN NATIONAL STANDARD - ACCESSIBLE AND USABLE BUI�DINGS AND FACILITIES), AND ALL OTHER APPLICABLE STATE & �OCAL STANDARDS & REGULATIONS. REPORT ANY CONFLICTS BETWEEN THESE CODES & REGU�ATIONS AND THE WORK INDICATED TO THE ARCHITECT/ENGINEER AT AWARD OF CONTRACT. A COMCHECK REPORT HAS BEEN PREPARED FOR THIS PROJECT AND IS AVAI�ABLE FROM THE GENERAL CONTRACTOR. AL� SUBCONTRACTORS ARE EXPECTED TO OBTAIN A COPY AND COMPLY WITH THE REQUIREMENTS THEREIN. PLUMBING CONTRACTOR SHA�� FURNISH A�L LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION AL� SYSTEMS IN THIS SECTION OF WORK. SUBMIT PRODUCT DATA OF ALL PLUMBING FIXTURES AND EQUIPMENT FOR APPROVAL PRIOR TO PURCHASE. A��OW AT LEAST TWO WEEKS FOR APPROVA� PROCESS AFTER SUBMITTAL. COORDINATE P�UMBING WORK WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATION MUST OCCUR PRIOR TO PURCHASING OR INSTA�LING EQUIPMENT AND MATERIALS. ALL UNDERGROUND WATER SUPP�Y PIPING TO BE TYPE "K" BELOW CONCRETE SLAB. ALL HOT AND COLD WATER PIPING SHALL BE TYPE "�" HARD COPPER WITH COPPER OR WROUGHT BRASS FITTINGS UN�ESS NOTED OTHERWISE. INSU�ATE A�� HOT AND CO�D WATER PIPING WITH 1/2" ARMAF�EX PIPE INSULATION. PROVIDE AND INSTALL SHUT-OFF VA�VES AT AL� FIXTURES. INSTA�� DIELECTRIC UNIONS AT A�L CONNECTIONS DISSIMILAR MATERIA�S. INSTA�� WATER HAMMER ARRESTORS AS REQUIRED BY CODE. . _. .•: ..--. . :...-._.--. : .� __.:.. NOTE: EXISTING WATER SERVICE TO SERVE INFANT / TODDLER WING, MAIN MECHANICAL ROOM, GREEN ROOM, AND ALL HOT WATER (EXCEPT HOT WATER PRODUCED BY NEW "WH" POINT-OF-USE WATER HEATERS) = 47.5 WSFU'S WHICH IS A REDUCTION OF CURRENT LOAD ON EXISTING SERVICE - -- _ NEW WATER SERVICE TO SERVE CO�D WATER AT NEW MAIN RESTROOMS, KITCHEN, 3-YEAR-OLD/KINDERGARTEN WING, ELEMENTARY WING, AND 5TH & 6TH GRADE / OFFICE WING = 151.75 WSFU'S C��i�l�l�:�:»�/I�r��il 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��ti��ii u i i i i i uriiriiii,,i o�,O� ES �_ � Y � '''�� °��,�STERF°� �� ''� � �Do°� � No. � n°o �; =*0 910060 °v�- - o�� e�_ _�� -��°o oU_ ; G��°oe STATE CF e��v;� %�S��o /NDIANPo°°° �� %,�� `°�°°�a�aoee�� '�%irii�itEi�iinlii�� Drawn By � Checked By Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and Distribution ot Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. T� � cK�cx soLUTloNs zT&W Corporation �3841 W. Morris St. Indianapolis, Indiana � 46241 1�1� � � W � � � � � � o � .v � Z� � � � � _ � � U � � °' � � � � � � � � �, ^ � c6 �J J v> W v � O � � �� cn �+� O +n, O� -1—i W � � o .� � L L -l—+ � (� ��Cl� � Z U � �s -i--+ f— m � � � � � � N o � � � � �--� u�i � ' J � � � �- (U o � U � >' � N `� � � �U I � NQ � � Sheet No. Project No. INITIALS DATE 15009 M 0 � � � � Q � � � a� � � U U U a � M O � ,� N ADMIN AFF ARCH BLDG BOTT BTM BRG CJ � CLG CLR CONC CONST CONT CMU COL DIA DN DT� DWG EA EJ EL ELEV EQ EQUIP EW EXIST EXP EXT FD FF FIN FLR FLR � FTG FV GA GA�V GYP HORIZ HT ID INSUL ,��!��\��,� ADMINISTRATION ABOVE FINISHED F�OOR (SLAB) ARCHITECT OR ARCHITECTURAL BUILDING BOTTOM BOTI�OM BEARING CONTROL JOINT CENTERLINE CEI�ING C�EAR CONCRETE CONSTRUCTION CONTINUOUS CONCRETE MASONRY UNIT COLUMN DIAMETER DOWN DETAIL DRAWING EACH EXPANSION JOINT E�EVATION E�EVATION EQUAL EQUIPMENT EACH WAY EXISTING EXPANSION EXTERIOR FLOOR DRAIN FINISNED FLOOR FINISNED FLOOR FLOOR FOOT FOOTING FIE�D VERIFY GAUGE GALVANIZED GYPSUM HORIZONTA� HEIGHT INSIDE DIAMETER INSUTATION INT JST JNT MAT� MAX MFGR MT� MIN MSRY MECH NA NTS OC OD OPNG OSB P� P�BG P�YWD RAD REBAR REF REV REQ'D RM RTU SCHED SECT SEE ARCH SF SHT SIM SPECS STIFF STL SYS SQ T&G TEMP T/ TYP VERT W/ WWF �-- - � � .� . /\\\/\\/\\/\\/\\/\\/\ // // // // // // // UNDISTURBED SUBGRADE (EARTH) COMPACTED AGGREGATE A� ° .s . � EXISTING CONCRETE BRICK (SEE ARCH) INTERIOR JOIST JOINT MATERIAL MAXIMUM MANUFACTURER META� MINIMUM MASONRY MECHANICAL NOT APPLICABLE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING ORIENTED STRAND BOARD PLATE PLUMBING PLYWOOD RADIUS REINFORCING BAR REFERENCE REVISION REQUIRED ROOM ROOF TOP UNIT SCHEDU�E SECTION REFERENCE ARCHITECTURA� DRAWINGS SQUARE FEET SHEET SIMILAR SPECIFICATIONS STIFFENER STEEL SYSTEM SQUARE TONGUE AND GROOVE TEMPORARY TOP OF TYPICAL VERTICA� WITH WE�DED WIRE FABRIC CONCRETE MASONRY UNIT STRUCTURA� STEEL --------- ------------ ------------ ----------- ................. RIGID INSU�ATION (SEE ARCH) C�_.------ -------_._ � WOOD FRAMING C�\��,�■��1,�� 12'-0" 100'-0" T/STEEL � NORTH COMPASS DIRECTION STRUCTURAL CO�UMN GRID EXISTING STRUCTURAL COLUMN GRID REVISION NUMBER I�/_�tCy.��l►1� .�I��Lt� I�]L�1�►�9[�P��1�I� ,� . E�EVATION LINE ANG�E / CHANNEL ORIENTATION DETAIL REFERENCE DETAIL NUMBER LEI SHEET NUMBER 10/S501 - BUILDING SECTION REFERENCE 12/S201 T LEI SHEET NUMBER ---- SECTION NUMBER ��;ZI]RIZ�71►�1 `- CONC. FOOTING (SEE PLAN & SCHED.) 1 TYPICAL COLUMN-BLOCK OUT SCALE: NTS a . .. 3'-0" � - d TYP. a a a ... a . a � � a a a Q a °a . a.° a a a � COMPACTED ENGINEERED FILL ' � FILL SHALL BE COMPACTED TO ACHIEVE A MINIMUM .ALLOWABLE � S01� PRESSURE OF 2,000 PSF FOR WA�� FOOTINGS .AND 2,500 PSF FOR SPREAD FOOTINGS . ,�\ .�\ ,�\ .�\ ,�\ .�\ ,�\ .�\ ,�\ .�\ ,�\ ,�\ .�\! � /��\��/\�\j��\/� THIS DETAIL INDICATES MINIMUM LIMITS FOR CONSTRUCTING A FOOTING ON ENGINEERED FILL. CONCRETE FOOTING SUITAB�E BEARING LAYER AS DE�ERMINED BY GEOTECNNICAL INVESTIGATION LIMITS OF ENGINEERED COLUMN, SEE PLAN SLAB, SEE PLAN SEE P�AN T/S�AB G� � �� W= w� cn N 3" CLR -� SEE FOOTING SCNEDU�E FOR REINFORCING 1 f 2'� JOINT FILLER AROUND COLUMN- BASE P� & ANCHOR BO�TS, SEE 4/S201 �-1 1 /2" GROUT AND SHIMS �,. �-: , . .,� . SEE FOOTING SCHEDULE G�N�RAL NOT�S GENERAL NOTES EXISTING CONDITIONS 1. REPORT TO THE ARCHITECT/ENGINEER ANY EXISTING CONDITIONS WHICH PREVENT THE WORK FROM BEING PERFORMED IN ACCORDANCE WITN THE P�ANS BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL VERIFY AL� DIMENSIONS LOCATING EXISTING CONSTRUCTION BEFORE FABRICATION OF NEW CONSTRUCTION BEGINS. IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER. ��►�:� 1. CONCRETE WORK SHA�� CONFORM TO THE IATEST ISSUE OF "BUI�DING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUI�DINGS", ACI 301, UNLESS NOTED OTHERWISE ON THE PIANS. 2. WEATHER EXPOSED CONCRETE SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE 5% TO 7% BY VOLUME. 3. MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH: FOOTINGS - MAXIMUM f'c = 3000 psi SIABS AND A�� OTHER - f'c = 4000 psi 4. CONTRACTOR SHA�L SUBMIT A COMPLETE CONCRETE MIX DESIGN FOR BOTH REGULAR WEIGNT, NON-AIR ENTRAINED AND REGULAR WEIGHT, AIR ENTRAINED CONCRETE MIXES. MIX DESIGN SHAL� CONFORM TO THE REQUIREMENTS OF ACI 301, LATEST ISSUE. SLUMP FOR A�� CLASSES SHALL BE 4 INCHES. 5. DURING THE PROGRESS OF THE CONCRETE WORK, STANDARD TEST CY�INDERS SHA�L BE MADE AND CURED IN ACCORDANCE WITH ASTM C-31. 6. CONCRETE FINISHING: INTERIOR SIABS - HARD TROWEL EXTERIOR SLABS - BRUSH OR BROOM FINISH 7. NOT WEATHER CONCRETING SHALL CONFORM TO ACI 305. 8. ALL CONCRETE SHAL� BE CURED USING AN APPROVED MEMBRANE CURING COMPOUND. EXPOSED INTERIOR SIABS SHALL BE SEA�ED WITH SEA�ING COMPOUND. DO NOT PLACE ANY SIAB ON UNCOMPACTED FI��. 9. LOCATIONS OF CONSTRUCTION JOINTS OTHER THAN THOSE INDICATED ON THE PIANS SHALL BE SUBMITTED FOR REVIEW PRIOR TO THE START OF WORK. FORMWORK 1. FORMWORK SHA�� BE DESIGNED, ERECTED, MAINTAINED AND REMOVED ACCORDING TO THE PROVISIONS OF "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347, LATEST ISSUE. 2. COMPLECED WORK SHALL NOT VARY FROM THE PLUMB, �EVE�, INDICATED GRADE OR POSITION SHOWN ON THE PLANS BY MORE THAN 1/4 INCH IN TEN FEET. REFER ALSO TO ACI 301, LATEST ISSUE, FOR ADDITIONA� FORMWORK TO�ERANCES. REINFORCING STEEL FI LL 1. DETAILING, FABRICATION, PLACING, AND SUPPORT OF REINFdRCING STEEL SHALL FOL�OW TNE CURRENT ISSUE OF THE "MANUAL OF STANDARD PRACTICE FOR DETAI�ING REINFORCED CONCRETE STRUCTURES", ACI 315, UN�ESS NOTED OTHERWISE. SCALE: NTS 2. REINFORCING BARS SHAL� HAVE DEFORMED SURFACES CONFORMING TO ASTM A615. 3. REINFORCING STEEL IN FOOTINGS WITH LONGITUDINAL AND TRANSVERSE STEEL SHA�L BE ASSEMB�ED INTO EQUA��Y SPACED MAT GRILLS AND WIRED TOGETHER AT ALTERNATE INTERSECTIONS BEFORE CONCRETE IS PLACED. 5. CONTRACTOR SHA�L PROVIDE SHOP DRAWINGS CLEAR�Y INDICATING SIZE, QUANTITY, �OCATIONS AND DETAI�S OF AL� REINFORCING STEE� FOR REVIEW BEFORE THE START OF WORK. 6. IAP SPLICES SHA�L BE ACI - CLASS B UNLESS NOTED OTHERWISE. 7. DESIGN STRESSES FOR TNE VARIOUS REINFORCING ARE AS FOL�OWS: WELDED WIRE FABRIC Fy = 60,000 psi A�� OTHER Fy = 60,000 psi SEE PLAN . T/FTG BLOCK OUT S�AB AT A�� INTERIOR COLUMNS, SEE xxxxxx 3 TYPICAL FOOTING DETAIL SCA�E: 1 /2"=1'-0" STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO TNE LATEST ISSUE OF "SPECIFICATIONS FOR STRUCTURAL STEEL BUI�DINGS - A��OWABLE STRESS DESIGN AND P�ASTIC DESIGN" AS ADOPTED BY TNE AMERICAN INSTITUTE OF STEE� CONSTRUCTION. 2. SUBMIT COMPLETE SHOP DRAWINGS AND ERECTION P�ANS TO THE ENGINEER FOR REVIEW BEFORE ANY FABRICATION IS BEGUN. REVIEW WIL� COVER SIZE AND ARRANGEMENT OF PRINCIPLE AND AUXILIARY MEMBERS, AND STRENGTN OF CONNECTIONS. 3. STRUCTURAL STEEL: BEAMS: ASTM A992 GRADE 50, Fy = 50,000 psi. MISC. ANGLES, PLATES: ASTM A36, Fy = 36,000 psi STRUCTURAL TUBING: ASTM A500, GRADE B, Fy = 46,000 psi. 4. USE ON�Y 3/4" DIAMETER ASTM A325 N.S. BO�TS UNLESS NOTED OTNERWISE. 5. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE AWS CODE, �ATEST EDITION. USE E70XX ELECTRODES. 6. FIELD WELDING SHALL BE DONE BY A CERTIFIED WELDING OPERATOR. WELDS ARE SUBJECT TO REVIEW BY TNE ARCHITECT OR ENGINEER. 7. PROVIDE ADEQUATE TEMPORARY BRACING OF TNE STRUCTURE. FIT, PLUMB, LEVEL AND ALIGN STRUCTURAL STEEL BEFORE MAKING PERMANENT FIELD CONNECTIONS. 8. STRUCTURAL STEEL SHAL� RECEIVE SUPP�IER'S STANDARD SHOP PAINT. WOOD FRAMING 1. A�L METAL FRAMING ACCESSORIES AND HARDWARE INCLUDING HANGERS, FASTENERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. ALL SUCH HARDWARE SHALL BE SELECTED AND INSTALLED ACCORDING TO THE MANUFACTURERS WRITTEN RECOMMENDATIONS & GALVANIZED AT ALL LOCATIONS. 2. PROVIDE BRIDGING/BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT EACH SUPPORT, ENDS OF CANTILEVERS, AND MAXIMUM 8'-0" O.C. BETWEEN SUPPORTS. 3. WOOD FRAMING MEMBERS SHA�L BE ASSEMB�ED ACCORDING TO TNE FASTENING SCHEDU�E - TABLE N0. 2304.9.1, 2012 INTERNATIONAL BUI�DING CODE. BO�TED CONNECTIONS: ASTM A307, GA�VANIZED FINISH. 4. ALL MULTIP�E STUD COLUMNS SHAL� BE SPIKED TOGEfHER AT 12" O.C. 5. TRIPLE STUD A�L CORNERS AND PROVIDE A MINIMUM OF TWO STUDS BENEATH A�� INTE� REACTIONS UNLESS NOTED OTHERWISE ON THE PLANS. 6. PROVIDE AT LEAST ONE STUD UNDER A�L FLOOR OR ROOF TRUSSES SUPPORTED BY A STUD BEARING WALL. 7. �UMBER SPECIFICATIONS: ALL EXPOSED LUMBER TO BE PRESSURE TREATED - SEE SPECIFICATIONS. A. �UMBER STANDARDS: VO�UNTARY PRODUCT STANDARD PS 20 INSPECTION AGENCIES: SPIB, WWPA. B. JOIST AND RAFTER FRAMING: SOUTHERN PINE, N0. 2 GRADE, 19 % M.C. C. NON-STRUCTURAL LIGHT FRAMING AND BLOCKING: SOUTHERN PINE, STANDARD GRADE, MINIMUM Fb=1500 PSI, 19 % M.C. D. SIL� PLATE: PRESSURE TREATED 8. PLYWOOD PANEL SPECIFICATIONS - THICKNESS AS NOTED ON TNE PLANS: A. ROOF SHEATHING: APA STRUCTURA� I, GRADE C-D, RATING 48/24, UNSANDED. B. WAL� SHEATHING: APA RATED SHEATHING, EXPOSURE 1; GRADE C-D, RATING 32/16, UNSANDED. C. FLOOR DECKING: APA RATED SHEATHING, EXPOSURE 1; SINGLE TONGUE & GROOVE, UNSANDED. 9. INSTA�LATION OF P�YWOOD PANE�S: INSTA�� ROOF SHEATNING MINIMUM TWO SPAN CONTINUOUS WITH ENDS JOINTS STAGGERED. NAI� SHEATHING ALONG PANEL EDGES (EDGE NAILS) AND A�ONG INTERMEDIATE FRAMING (FIE�D NAILS) AS INDICATED ON THE DRAWINGS. LEAVE 1/8" GAP BEfWEEN ROOF PANEL EDGES TO A��OW FOR EXPANSION OR SWE��ING. SECURE SUBFLOOR DECKING PERPENDICULAR TO FLOOR FRAMING, MINIMUM TWO SPAN CONTINUOUS, WITH END JOINTS STAGGERED. SECURE SNEET ENDS OVER FIRM BEARING. ATTACN DECKING WITH NAILS. NAI� A�ONG PANE� EDGES (EDGE NAI�S) AND ALONG INTERMEDIATE FRAMING (FIELD NAILS) AS INDICATED ON THE DRAWINGS. 10. TO�ERANCES: FRAMING MEMBERS: 1/4 INCH MAXIMUM FROM TRUE POSITION. SURFACE FLATNESS OF F�OORS: 1/4 INCH IN 10 FEET MAXIMUM G�UE LAMINATED WOOD FRAMING 1. AL� TIMBER MEMBERS TO BE INTERIOR EXPOSURE APPEARANCE GRADE MEMBERS WITN STAIN AND FINISH AS DIRECTED BY ARCHITECT. 2. STORE AND PROTECT MEMBERS AGAINST WEATHER AND DAMP OR WET SURFACES UNTIL BUI�DING IS ENC�OSED AND WEATHER TIGHT. 3. MINIMUM STRUCTURAL PROPERTIES OF MEMBERS TO BE SOUTHERN PINE 24F-1.8E STRESS CLASS: Fb = 2,400 psi (BALANCED LAY-UP) Fv = 265 psi E = 1,800,000 psi 4. CONNECTIONS FOR TIMBER FRAMING TO HAVE MIN 1/2" THICK CONNECTION PLATES AND 3/4" BOLTS. 5. MEMBER SIZES INDICATED FOR TIMBER FRAMING ARE MINIMUMS. LARGER SIZES MAY BE SUBSTITUTED AS DIRECTED BY DESIGN. 6. SHOP DRAWINGS OF TIMBER FRAMING INC�UDING CONNECTIONS SHAL� BE SUBMITTED FOR REVIEW BY TNE ARCHITECT/ENGINEER. DESIGN DATA CODE: 2014 INDIANA BUI�DING CODE (REF. 2012 INTERNATIONA� BUILDING CODE) F�OOR LIVE LOAD 40 PSF (CLASSROOMS) 100 PSF (ASSEMBLY AREAS) 100 PSF (CORRIDORS) ROOF �IVE �OAD 22 PSF SNOW �OAD + DRIFT �OAD GROUND SNOW �OAD: Pg = 20 PSF FLAT ROOF SNOW �OAD: Pf = 22 PSF SNOW EXPOSURE FACTOR: Ce = 0.9 SNOW IMPORTANCE FACTOR: Is = 1.10 THERMAL FACTOR: Ct = 1.1 WIND DESIGN BASIC WIND SPEED: 120mph (3-SECOND GUST) WIND IMPORTANCE FACTOR: Iw = 1.00 (CATEGORY III) WIND EXPOSURE: CATEGORY B INTERNAL PRESSURE COEF.: GCpi = t0.18 COMPONENTS & CLADDING WIND PRESSURE: REFER TO SPECIFICATIONS SEISMIC DESIGN SEISMIC IMPORTANCE FACTOR: IE = 1.25 MAPPED SPECTRAL RESPONSE: Ss = 0.147 (SHORT PERIORD) S1 = 0.081 (1-SECOND PERIOD) SITE C�ASS: D (ASSUMED) SPECTRA� RESPONSE COEF: SDS = 0.156 SD1 = 0.130 SEISMIC DESIGN CATEGORY: B BASIC S.F.R.S.: STEE� SYSTEMS NOT SPECIFICA�LY DETAI�ED FOR SEISMIC RESISTANCE RESPONSE COEFFICIENT: Cs = 0.13 RESPONSE MODIFICATION COEF: R= 1 1/2 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE ALLOWAB�E NET S01� BEARING PRESSURE: 2,500 PSF (SPREAD FOOTINGS) 2,000 PSF (WALL FOOTINGS) (REFERENCE EXISTING 1993 CALLAHAN ASSOCIATES ARCNITECTURE � PIANNING FOUNDATION DRAWINGS - A��OWABLE NET S01� PRESSURES TO BE VERIFIED BY �ICENSE ENGINEER) 8��'� ARGHITECTS 11728 Rrborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru m a rc h i te cts. n et \\� ��\ 111 I I 11 �� i .�`��\P',N °°°°s�T ° F� ��'�. `� �" °° �.G � E R!` �� i �* � � N�. � � *= =-�� 870268 ��== � `a STATE OF ° �� ,�°�. P e,°��"\ . � ii� Fs >! N p I p!� �\ \\� ��'%S��NAI ��`\. Certifi '�jlliliil�� L F� Drawn By Checked By NLT BLE Date 04-04-2016 Revisions: C� Copyright 2016 Ownership, Use, Copy, and Distribution of Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project. The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shail not be copied or distributed without authorization from the architect, architecYs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or eiectrical systems. The drawings do not necessarily indicate or describe all thaYs required for fuil compietion of the work. On the basis of the general scope indicated or described, provide ail that's required for the proper execution and completion of the work. T� CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � � � -� � � V J Q � c� LLI Z � � � � � � O U � � � � z �� J � � � � v U � � �y � o ��(� ., � W �' (Q -�-' o o }, � cn Z o .� N � W� S_ -�--+� � � �� U� � � � H � � � � � � .O � � 0 -�--+ u�i � v E � � o � U A � � � .� � N � c!� � Sheet No. L ' , Project No. 1603 NEW WA�� FOOTING SUPPORT RUSTING PIATE AND WOOD SIAT/CHANNEL FAC INTO EXISTING F00� 1/4" GLULAM CO WOOD CO�UMN BOLTED TOGEI�HER FOUNDA � BYRU� ARGHITECTS 11728 Rrborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru m a rc h i te cts. n et \��\111 I 111!li��i .�`�� N � � F �''�. �. �Paa�� °s°T l ., �`�``F.�' f �c�`�F�� =* �a� N�. ° ` *: =-� � 870268 � �= � ��°o STATE OF ° � � i '� �'°_. / � ��iFs+°° �'D i A�P°G�=\� ��'��S��NA l �� `\. Certif' � �I1111\�� (��...�- Drawn By ' Checked By Date 04-04-2016 Revisions: C� Copyright 2016 Ownership, Use, Copy, and Distribution of Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project. The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shail not be copied or distributed without authorization from the architect, architecYs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or eiectrical systems. The drawings do not necessarily indicate or describe all thaYs required for fuil compietion of the work. On the basis of the general scope indicated or described, provide ail that's required for the proper execution and completion of the work. T� CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � � � -� � � O � c.� Cf) Z � � Z �= � Q �� U Cj `� � O � � � �� o � � -�-� o o �, �^, � � ; .� � U � � � �� U U� � � � H � � � � � � .O � � 0 -�--+ u�i � v E � � o � U A tCi � � .� ~ N � � � Sheet No. Project No. 1603 WA�L STUDS 800S200-54- (50 KSI) C� 16" O.C. USE TRIPLE STUDS EA. SIDE OF WINDOW WA�L STUDS 800S162-43 (50 KSI) C� 16" O.C. WA�L STUDS 600S162-43 (33 KSI) � 16" O.C. CORNER BRACES FROM (2) 800S200-54, 6 LOCATIONS. WRAP WITN ROOFING. LONG DIAGONAL JOISTS = 800S200-54 C� 16" O.C. DOUB�E 2x12 HEADER & BRICK RELIEF L5 x 3 1/2 x 5/16 BOX BEAM HEADER FROM — (2) 1000S162-54 JOISTS & (2) 600T125-54 TRACKS BOX BEAM HEADER FROM J (2) 1000S162-54 JOISTS & (2) 600T125-54 TRACKS BEAM SIZES 61 = 6 3/4" x 11" G�ULAM BEAM B2 = 6 3/4" x 15 1/8" G�ULAM BEAM B3 = 6 3/4" x 18" G�ULAM BEAM B4 = DOUBLE 2x12 B5 = 6 3/4" x 13 3/4 G�ULAM BEAM 66 = 5" x 11" G�U�AM BEAM B7 = TRIPLE 2x12 2. CUT JOISTS AS REQUIRED TO FIT NEW GLU�AM BEAMS. AT�ACHED EXISTING JOISTS TO NEW G�ULAMS WITH SIMPSON JOIST HANGERS (TYP. AT A�� APP�ICAB�E �OCATIONS). 3. SHORE A�� EXISTING CONSTRUCTION AS REQUIRED UNTIL COMPLETION OF NEW CONSTRUCTION. 4. AT �OCATIONS WHERE NEW BEAMS ARE SUPPORTING EXISTING TRUSSES, 3/4" P�YWOOD SHAL� BE GLUED AND NAI�ED TO EACH SIDE OF EACN TRUSS. BRICK RELIEF Ux4x3/8 � —BRICK RELIEF L5 x 3 1/2 x 5/16 (TYP BOTH SMALLER WINDOWS) 3/32" = 1'-0" BYRU� ARCHITECTS 11728 Rrborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru m a rc h i te cts. n et \��►►I11►1//��i \�� N L . F �i,,i .� �?,.p °°°°`s°°r° ° ! �. \��'.°°�� f�,F s'F� � =*Q�� N0. � e*= =-� � 870268 � �= � �°o STATE OF ° l''�� ,e�°=, ° �� %��F�, ♦Ho � A�pa: �Z`\�� 'ss��NAI "��v\�. Certifi �� C�y`'-Lt��- Drawn By ' Checked By Date 04-04-2016 Revisions: C� Copyright 2016 Ownership, Use, Copy, and Distribution of Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project. The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shail not be copied or distributed without authorization from the architect, architecYs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or eiectrical systems. The drawings do not necessarily indicate or describe all thaYs required for fuil compietion of the work. On the basis of the general scope indicated or described, provide ail that's required for the proper execution and completion of the work. T� CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � � � -� � � O � c� Cf) Z � � Z �= � Q � � � � � � �� U Cj `� � O � � � �� o � � -�-� o o �, �^, � � ; .� � U � � � �� U U� � � � H � � � � � � .O � � 0 -�--+ u�i � v E � � o � U � � � � .� � � N � � Sheet No. Project No. 1603 � Q � � U � � � V V V d H m 0 � � � � Q � � v m � � U U U a H m 0 � � N �:::>;:: `:;:;:;::; ;>:i:;i;:;::":.`' - : - :�;:::r:::::si:;t>:t;:� :;;::::. 8��'� ARGHITECTS 11728 Rrborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru m a rc h i te cts. n et ��\►111111///�� .�`��\PN °°°°s�T ° F� ��''�. ��°�.G� f'�F�F�� =*�� N0. °°*' ='c a 070260 � �_ 0�°ae STATE OF °� � i ,n >a � �� _> / N i � pe e'``'�'\\� /��'ss � �NAL �`��G ��\\ Certifie B�r��ii C ��- Drawn By Checked By NLT BLE Date 04-04-2016 Revisions: C� Copyright 2016 Ownership, Use, Copy, and Distribution of Documents The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this project. The drawings shall not be used on other projects or additions to this project without written permission and due compensation to the architect. The drawings shail not be copied or distributed without authorization from the architect, architecYs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or eiectrical systems. The drawings do not necessarily indicate or describe all thaYs required for fuil compietion of the work. On the basis of the general scope indicated or described, provide ail that's required for the proper execution and completion of the work. T� CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � � .� � � � � � O� " E- Z � � LIJ � = � � � � � � � � � � J � Q � c� � � UU o � � :� �� o � o ._ � � �^, O .� � U � � � �� - U � � � ^ }� �� H VJ � � � � � . O � � � �� .� � v .� � � � � U A tCi � � .� ~ N � � � Sheet No. Project No. 1603 BUILD-UP PLATFORM --- THIS AREA TO F�USH '�a' WITH EXISTING NORTM j � �EVEL ' ° � ;, � DRYWALL KNEE WALL WITH -3 �.__-�- BALCONY SEATING 203 (661169) �VIDEO & LIGHTING BOOTH 204 (159/3) 208A� r MECH. 209 (316/2) ADULT �i 02 STORAGE 9'-31/4"_ EMERGENCY WAL� TYPE DESIGNATIONS A301 ;- - - - - - - - - - - - - - - _ , _ EXIT ONLY STORAGE ; - - ------- = �r— �� -� W01 1-HOUR RATED WA�� INFILL, WIDTH AS REQUIRED TO F�USH WITH EXISTING, 162 (63/1) �� W32 _ W32 _ STORAGE Q USING 1-LAYER 5/8° TYPE-X GYPSUM BOARD BOTH SIDES. ; l_Q�, N PLATFORM � N � 152 (66/1) �S<' Q `- 157B W02 WALL INFILL, WIDTH AS REQUIRED TO F�USH WITH EXISTING, USING 1-LAYER `' ` � BY OWNER � � � - � 5/8" GYPSUM BOARD BOTH SIDES. �� , � � N w32 � W32 � { W31 1-HOUR RATED WA�L OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER ---- --------- ------- �''> 5/8" TYPE-X GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. 161A � 3RD & 4TH w32 NON-BEARING WALL OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER 8'-6" 8'-6" --- -- ..-- 2�_p�� GRADES 5ia" GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. ; �*--�--� 157_(604/30) _ � , W33 NON-BEARING WALL OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER � '�� ' STH $� 6TH '� � � �� ELEMENTARY 157A 5/8" GYPSUM BOARD BOTH SIDES UP TO 10'-0" AFF.. M GRADES � p z GATHERING W61 1-HOUR RATED WALL OF 6" 20 GAGE STEE� STUDS AT 16" O.C. WITH 1-�AYER ' 161 (1,429/72) � 0 150 (998/50) �- RESTROOM sis" TYPE-X GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. CAP TO MATCH EXISTING , N -- (2) 2' X 2' FIXED WINDOWS AT � � 158 (26/-) W62 NON-BEARING WALL OF 6° 20 GAGE STEEL STUDS AT 16° O.C. WITH 1-LAYER CLASSROOM ' : � �- ; � . __ _ _ _ - - ORIGINAL LOCATIONS ABOVE � � � � a m � �� ; �� 207 (839/42) � � CASEWORK - 5/8" GYPSUM BOARD BOTH SIDES UP TO RATED CEILING. 30" WIDE COUNTER WITH - __ � , (SEE ORIGINAL BUILDING ,; c.� O4 -� SEE 181A202 y� W63 NON-BEARING WALL OF 6" 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER -- �- KER SUPPORTS AT ; a�-- MECH. �� _- DRAWINGS SHEET 6 FOR ' � � ' 4 ��. � AZOZ �(_�� 5/8" GYPSUM BOARD BOTH SIDES UP TO 7'-0" AFF. 48" O.C. MAXIMUM �� 208 (77/1) 208B�� ASSUMED LOCATIONS) ; �� , � � � W64 NON-BEARING WALL OF 6° 20 GAGE STEEL STUDS AT 16" O.C. WITH 1-LAYER (CONFIRM MEIGHT WITH , �, - i WO EN ' ''' � � 158 �� - 5l8" GYPSUM BOARD BOTH SIDES UP TO 10'-0" AFF. _ _ OWNER'S AVL DESIGNER) ,`° � EDGE OF EXISTING ; 164 ( 7/-) ; 05 �32 �`� , VAULTED CEILING ? � � � � ; AZd2 Q � 2" IRING GAP ; � � 8 - � 03 � C 56 � r. 5 �� z � 5TH & 6TH � — — � _ �: ,�� ° A202 � ,.=� — - � - MEN � r.; � ; ,� --� o � VESTIBU�E ; � � = -� ° � ' IT�° � ��,�� RESTROOM - -�- �, , _ _ _ . _ _ __ ; � •- 1 � � 165 (37/-) RESOURCE ' -� � ��' NOTES: - INSTALL TOP CHANNEL RUNNER WITH OVERSIZE �EG AT WALLS UP TO BOTTOM � r q, � _ � 160 (1481-) - - - 156 (26/-) ; � ' � ; � 206 ,;�� '� r c� o N ( � �h64 165�� ( � 151 (97/1) ��''� � M � �� OF DECK OR STRUCTURAL MEMBER TO A�LOW FOR DEFLECTION. ; C1 ±8'-0° - r, �, �c, cY, (�� „� - INSTALL 1/2 TI�E BACKER BOARD AT WALL TI�E LOCATIONS. (SEE INTERIOR _ „o �; t ` z I N � � m `�' � � - �� ; � "' � � � � � � DESIGNER DRAWINGS) ; � t �,� MECH. -' ` ____�,�,; � � ��, �� 1558 , - INSTALL FULL WIDTH ACOUSTIC BATT INSULATION IN A�L NEW RESTROOM„ � 210 (316/2) _ � � j - �� '� ' � ' � � � � _ OPEN � � CASEWORK- ! �'� � �-� � � " � �� GRAD S OFFICE, CLASSROOM, GREEN ROOM WALLS, AND NEW WAL�S BETWEEN i � ; ; , � �. SEE 17/A202 SANCTUARY AND OTHER AREAS. �� 160A W31 .- OFFICE _' � „ W02 ; 155 (599/30) - GYPSUM BOARD ONE SIDE ONLY AT FURRING CONDITIONS. EXISTING -'� � RESTROOM o 115 (23/-) � Q � � W � 04 A30 �— 1 1 �,io l- - _ _ �; � _� �- � � � 0 166(611/6) ,; ; � RESTROOM � � � ; �/EST � � ' I d. = 154 (73/-) �- � _. ;__, . . . __ -� ACOUSTIC INSULATION a2 BALCONY & SECOND FLOOR PLAN VESTIBULEi = ;�� WORK N 5�-0° ; - XISTINGWALLSA�SO � � � �' ROOM FUTURE N SPECIAL T SPECIAL NEEDS ROOM --- A201 SCALE: 3/32" = 1'-0" 101 (78/-) u, M O � _ � ��(83��) PAT10 NEEDS _�� W31 I �. � ' 153 (398I20) � 155A �� 5'-0" 10'-0 3/4" � � 4'-0" � ±13'-0" I o c° - - �-- GREEN ROOM -"_ � ; � �� i � m w32 �_ �� ; `� � �- o -1 2 1 2 153A W02 114 (154/8) + ' _ N CASEWORK - � o�� CORRIDOR _ �- � �6gA � M �ss� ,� sEE �sia2o2 � � M m, NORTHWEST _ -�. - 106 (63/-) �� o r � - � r- � � � � - -- � , _. � � � � 03 ' � ! � � � �I i�� I ; 149 (307/1) V�ST�gUL� ` �- ----- _ _ � � � II � �( F W31 N � = 1 A302 ra. m RESOURCE ': i_ i � _i ; -_ 4' 144 (103/-) � - : -- -- EMER�ENCY CIRCULATION STORAGE � 1 � Y� � � `� °D V � MEETING " "� � �' � 7 ; � W32 � << � 148 (228/2) � / \ � ` ` � EXIT QNLY 112 (247/-) 109 (23/0) � o 0 8'-0' � W32 - � � � � � 168 (202114) � � +3" ROM FACE EXISTING (TYPICA�) � _. �,� - -- _ _ _ --- _- �_. _� _ �_ ; N �. � A / U � ( U (� — — — — — — � S'0�� ; � 148 149 � � � � � � ,- ---- � - - - � ; 114A - -t:� -- --- -� - - ,� ; � � � o � � ' 6'-0,� I g�_2,� ;-� � _ - � in , � � � =m �� CC C � = 7:-,, � _ ' � � , � � ;� — , � z j T �.: _ 6�-O�� N N N N 106 � y- ' I � I� I� � C G , ---- ---- ---- - _ — ' � C� C.) r �_ I�._. STAIR 1 �`-o� i � �s� �ss �zs5iz� ;�� Q� w3�,� __ � �� W31 ��- � � -201_(55/-) ,' - �-- � ty ��, ��- �--�� ;_ ADULT - -- -� --� � � � _ _ � , � _ -- HANDRAIL AT 36" ABOVE STEPS WITH 6'-0" �` � UP� � �o � W31 ; M m , � CLASSROOM � ELEMENTARY � � 1 � � � � � A.D.A. EXTENSIONS AND RETURNS -�-- ��,. _ � ELECTRICAL 7J �"� � �'L32 (6 �'3�" : � � 3 `2 -� � 1 ' � � I o '147 369/19 / � � � ( +i uP � ; � �� (s3�-) I � � ( > RECEPTION � � ; � i 146 336/- � � s � W01 � � 90 I � 1 144B 144A , ' 28" UP � i rn - �� 2 � � I ------ � / ( > ^ I � I CO - _ �o � r EXISTING DIMMERI � `�' �� 3 � � c� i �, � 0 28 I_ � �� RACK LOCATION a o � I � � � 7 � � � � � I � BL147 �� I I ;, � ' N � / > / � n � n > / .. - - - _ _ _______ _ _____ ._ � _ _ _ � _ r _ � 'S - ---- --- - - _ - , , — — — — — -- — — — — — — — s-s zo STAIR3--_ � -- -- — -_--_ ----- - - - - -�=_=_-- _ � _ � � �� -- Q -- — — — — — - — — — — — �.— ! OS � < 205 ��osi-� `''_ , STORAGE x-gRACE (3)11°TREADS ,�2`��;, VESTIBULE 2-101/2 1-81/8 , �� i� 104 (56/1) �� 59 (591� ) I � � � � � � � � p Z MAINTA EXISTING WA�LS i 2�_g�� 31 � 3' � I f � ABOVE W BEAMS TYPICA� � - PLATFORM 113 (1,130/76) 24'-4 1 /4" "-_,--,- - __ _ _ ____ +56'-0" R. ___ If r I i ( ) 197 � � (�� (� �� 1 I � I � cO � — _ -- _....., _ � � -� - $ .v � ±21'-4" (4) BAYS AT ±19'-5 1!2° E CH =±77'-10" C° � 9 6 6 6 VESTIBULE 1 `� +' I � 0 � J -� � � � � -- � 02 (109/-) � ` --� -- - - - - ( � I i � � I � ( I � _, �-�,�', _ �� pp --- - - - - — — — -- A303 - � o2c � o � �, I I 02 � I I � I �- �- � � I ( I - ( I�' FOYER I I I( A302 ( I � I I FOYER 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 � 3 � 02A co d. 103 (6,485/-) 434 main ievei seatin + 69 baicony - 503 total WORSH I P AUDIQ BOOTH i , i 01 i i SEATI NG o � 9. ..__ (based on 22" wide chairs in 41" rows) . 108 (4,3621624) . 111 (37/1) $,_�„ { I I + I I� I I A302 I I I I I I 145 (713l48) I N � 16 16 15 16 16 16 16 15 16 16 16 15 15 13 ________ __� o MAINTAIN EXISTING WA S ; +� � ' ' ' ` ' � � ( � ( �ABOVE NEW BEAMS ( ��ICAL) � ( ( I � � I 102D 102B� _� � I � � �� ; - _ I _ - - - - - - -�-y -, ° - W i; I � � — — — — — — — — — — — — — — — — — 6 6 s STORAGE — — — — — , , �- �- I � ---� BAPTISTERY � � � 10b (58/1) ( � I � � ACCESS ( � � � � l � o � :. ;= ° z4, >> ' � �;I � I I�I I I�I I�I �z, ��3s,-> I�I sE�viN�� I I I I � N � � � ---�� 133 (13811) 1 � � ' � a � �I) UP I� � 127B �� , +� ACCESSIBLE , � � � �, �� +� �� ' STA1 R 4 � LIFT „ 1 27A 35' -- 35 I-- Q _ 4'-0" 206 (109/-) � � � - - - -__ r-- - --- _ _- -- - -- - _ _-_ - -- � --- - {ii I - - - - --._ _ I � uP � � � o �� E�Ec� ; u u -- -0 v � i ❑ ❑ ❑ � w � _.. �_�� ❑ ❑ � ❑ i i � i ; - 28° ` I� 1 `--> >� 'o, b ,-� I i �� I �-_ - � � � � �� I b � W�MEN � � �� ----- � ---- I ; EC � �� >- ; W01 STAI� 2 EXISTING SER ICE SINK;--- � � MOM� � � � � � � � � r> i � ;� 128 '129' 335/- � ��N, � 134 � , ; i� � � � 202 (55/-} I WATER SOFTENER, AND I � � �, _ � � I � - _ - -; 128 203/10 ' � )� U 132 - � --� , � �� . _ - UP : I WATER HEATER �-, , / + , - � I W 132 ( 01 /-) � ` ' I i WARMING i I � VERI Y VE IFY �`�, �` � --- , . . . . ; � ;- �' � �� _ � � � - , � - - m �� o °' l �30 � KITCHEN � � �� EXISTING AV RACK �W31 W01 o i� �, W�D °- / C7� I � � 1r43B� 1A3A� � 116 LOCATION 107 � � � � � � �1 - - - - ° 1 134 (253/2) � m `'' � � � W02 M T \ . r� r� r� �, _ � ELEC.� - - - �- � - ,.s, - - STORAGE , � � � � � . � ; _: v� -�,. , �I - _ c� - CIRCU�ATION ,�� w�, ------ --- � I i � � ,. � � 116 (189/1) � � � _� _ _ � STORAGE CORRIDOR � W 120 (364/-) ; � � VESTIBULE "' o EMERGENCY ___ ; — , � � � �-� W �� NORTHEAST � EXIT ONLY 110 (23/0) 107 (63/-) � ; o � ' `-� �\'� � 130 (54/-) � CIRCULATI N WATER -- � , ��--�—� � � ., VESTIBULE �� SPANDREL GLASS IN ANODIZED A�UMINUM o I i� II i� I 126 ,[�� E�Ec ELEC./ � 136 416/- 118 11/- I c.i 10 � _- < < � 143 (68/-) STOREFRONT (ALTERNATE BACK-LIGHT FROSTED d- '-' �--'�-' �' CRAWLERS 125 '-��-� MECH. � 2•6 �.9 I� - -�- ELEG. GLAZING IN �IEU OF SPANDREL) - TYPICA� ALL EXISTING -- - 121 (477/24) 126 (188/1) CORRIDOR � m �,.. �.. M� � OPENINGS AT WORSHIP 104, CIRCU�ATION 112, GREEN � , 131 (135/-) I � c�; � � _ __ � � O � __-_____ _ � �� ROOM 114, STORAGE 116, AND NEW OPENINGS SOUTH FACE 4'-0" ±13'-0" I ' OF PLATFORM 113, GREEN ROOM 114, AND STORAGE 116 - ' � ' 121 � o � , �[�] I N FANTS 01 S i �� 2�-s ��4�� ±s� � o � i2° � ' I CASEWORK - ; � 125 (313116) ; , %�2�2 � - - - - - - � - - - -' 3 5/8" , ( sEE o6ia2o2 W02 RESTROOM - RESTROOM ; ��' o CASEWORK - a 140 (26/-) 142 (261-) �..� SEE 09/A202 : �� ; 5-YEAR OLDS & ' wo2 � -- ; � 3 & 4-YEAR OLDS � ' � 122 � KINDERGARTEN �,32 , �4� ��57i3$> �� M N � 1 �OA�� 139 (715/36) o � � BYRU� ARCNITECTS 11728 Arborhill Drive Zionsville, Indiana 46077 317-574-8808 www. byru ma rch itects. n et ��1ii u n i i i ur�i�iii�,,� �`,� S L E Y � ''% � ��oovae o � � O�� Qo��STERF�oa�G% � � o N o . �°�o � � � � * o� 91 0060 0 � _ _�o v�� e�_ _ � � �op o = c� �oe sTATE �� e o��;, �;;��!N�iA�Po��;�`,�� ,� ��a�aoee�� %irii�itEi� i i i i I i i�� Drawn By Checked By CAD JWB Date 4-4-16 Revisions: (C� Copyright 2016 Ownership, Use, Copy, and �3 Distribution ot Documents A301 The concept, design, and drawings for this project are instruments of the architecYs service, are owned by the architect, and are for use solely with respect to this pro�ect The drawings shali not be used on other pro�ects or add�t�ons to this project without written permission and due compensation to the architect. The drawings shall not be copied or distributed without authorization from the architect, architecPs partner, or authorized representative. Scope Drawings These drawings indicate the general scope of the project in terms of design, concept, the dimensions of building, the major elements and, in some cases, the structural, mechanical, and/or electrical systems. The drawings do not necessarily indicate or describe aIl thaYs required for fuli completion of the work. On the basis of the general scope indicated or described, provide ail thaCs required for the proper execution and completion of the work. RESTRooM-_ —�lN� _� �-_ t- ��EXISTINGCEI�ING ROOM INFORMATION LEGEND 123 (26/-) 123A �_] � RIDGE ABOVE � ROOM NAME � � o m I CASEWORK - �r-� � �32 1g9G p 1 (1g, �41C �. c�, SEE 08/A202 �� 1 3 7! 9�0 , o N o.y ROOM NUMBER - 101 (400J20) � (SQUARE FOOTAGE/OCCUPANT LOAD) ! _,�. � ; CASEWORK-- ( � � � EMERGENCY � �� 4'_0" �16 �.) MN ' ; SEE 07/A202 0-] O2 � EXIT ONLY �. N � � --� A2�2 ,° Qj (NOTE: ROOM NUMBERS NOT USED: 119) � �o "'� ° - ------- PRESC 00� � � N - ------ ?� .� ? ' 2-YEAR OLDS " � GRO P ' 122 (421/21) WALKERS - � - �.-;� 124 (426/21) � �g5 _� 137 (566 29) �38 ; ' �'�� 132 � PLATFOF2M �V32 � , STORE FRONT STORAGE BY owN�R , STORAGE ' � 138 (4411) ` 135 (44/1) - r � t ; i '-- - - - - - - - --- `--------------------- � o� FIRST FLOOR PLAN O A201 SCALE: 3/32" = 1'-0" Z OWNER REVIEW: INITIALS DATE T� � CHURCH SOLUTIONS T&W Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 � � ai -� . (� � N O � U C� Z � � z � � � � � a� � � � � � � � � � � � � U U �' � O o � � � Ocn � +-� O � (a }i � (.� � (/� L � .L � v �� U� � -F-, ~ -�-� � �+ � � � � a� o �- � O }� � � ' � N � � > O � > � � N `� � � �U �� NQ � � Sheet No. A201 Project No. 15009