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BAXTER P.E. C ) �� � � � ��� � ' � �� ' ������,����� , REGISTERED P.E. No. 19700309 � �� � �: � � ' � ' � ` DATE: FEBRUARY 10, 2015 � � � � � ��'��r���� �� � �;�y�rr��� �' � � � � � � �� � � � � �3UILDING INFORMATI�N � � � , , � �� � ���:� �� � � �� w��� ;: �a ;��a�:� � � � C `���sas�� ��a��i�,� � � � � s���aw��,. ���`� ��;t��s� ,���k��,��aYA,°a�a ����������������� '� �' � � � ����`�����r$q�F�'� EXISTING SQUARE FOOTAGE: 45 214 SQUARE FEET � ti�t�� �r� � ����h �t � ���t�, �,s � �r��r°� �t � �� eE � � � , ��h �t �, �� ���"��� "� ���ah �r, � ����ra����.� '� N0, %� �"�������'���'' ���°�'�� � ° =* 19700309 *= REMODE� SQUARE FOOTAGE: 8,931 SQUARE FEET ��� � ���s���s°�°������� ' ������� �, o� STATE oF ��,� EXISTING STRUCTURE TYPE: STEEL 8c MASONRY � � � ���'�'�� ���r����� `����� EXISTING FOUNDATION TYPE: MASONRY � � � � � ���� ���ii� ����� �� � � � �� � � iini� � � �� � � � � � � ������ A�� a;��,��� �°�� �� ,� � ' ��- '�, � ' ��� �� � � �„ � ; �. RI`� 'i 9 � Ch �i �� �' E i 9 "8 �I� �k � 11 � �h �t � �� � � ��� t � � CERTIFIED BY: 1� � � � � � �. � ,� �. � �, � �' �„ , ����� � � �������� e�p�{��y� r� SPRINKLER PLANS }3Y C�THERS � t� � � ����� ����€ �r;�:��a��� �� :�aE�; � �. � � � � '� �'' �6�t���fert ��r:�v`� � F�hr� � ���tl� � ��p�����P„�� ����������� AND TO �� SUSMITTED AT A � 4�� id��fi�se ��� � "I��t�� �� � � � � �� �t �� �� � 1��� �� � ���� �i � � � "1�h� �i �"�.�����, � ���� �� . � � � � � �,������� � � LATER DATE � � � ��� j �� '� � � �� } .�' � � \ � \ � MAG NAIL FOUNQ ` / AT CORNER 1 1 �e ���4 ri ; �. '` J � � I 10' TE�EPHONE EASEMENT % ` � � ` f INST #87-09969 ti ... .� t r� � � j i `. / �p'� � , �.. �. wv i ` �� � � �/ �`�6l ^ Ss ``' < < f� ry �`ti' �r r. r>a � � �^' �yo. ,, � z ii � , � � 'O� �,S''� �. ,� J/ � r. <FAy � 23 � � SCHEINOER REBAR FOUND ou�� �I !/ j' �` �O c�� �`. �S,j# j F�`qS' �,rd// b`1 AT CORNER � 4� '�S 4�� � 589'43'38"W - 315.Od -----589 32'1$"W --_= i' ` `�/�! r {grass} �+ \ ��� 69r1 � � �r, `• 62� / � y '� � 26.0'� _ Gurve Data �o HS? .,9�. jy I �o' �� r°sah POINT OF BEGINNING r„ o� L1 = 15�1$'41" 30S�,�dj� h�,q� �� olt� •�� o � R = 300.00y 2 / C� � (0)�M) �, �N �li,y �. \. -.. � T = 40.33 `' y' � � �T F,�S �� ` `' G' `� ` n i� L _ 80.17� � / � #�8�2aso p.,r'` r- ` ` ,� ` �(a�p<i0�� FG� � �� N7s'Sa 39;E (M) ,___= CBRG = N20'09'43 E � 1 •. � FR j qRrq •Q !�. _. _�-- p o �V & - ' 6S gg"E � ) � t u t �J \`�'`, `" � <\� ro��Sl �`8y �O� LF _�---" N79' r S89'07'S2"W - 224.32' SCHEINDER REBAR FOUND r \�` `.'� °4rb ¢2�so Rrk AT CORNER _� S772�.1 , ^¢ C� � ��\ ! i ~ z~ �� 38��� �9 \ � � �"� , r--_ ,,� o � � JT % `'-� �Qs.o (9rass) \` � � � � r �6jf \ \ r"'„ � � -��° 4'rn 1 /,,y r J �` ` u �"D i � r � i� �� � ' � a r� �t a ��~ osa�°�,� � � Ts"� / / � �' $ f ,. q � �- �„%� � / z o �^o � � v"�. r� � � � ti t l� o �i� 6J ... z l' g"' �z t��i` 4�6 ' !' c�,`..° ` /�'� � � `r cA y 3 � ° tyj d a / 1V89'0�'S2"E - 148.0(}��_.. � � � � �N °' .-., oz J .. .�.._.. 1 r z � � l� + S. LfNE, SW 1/4 � � � � � SEC. 36-7-18N-R3E 4 *-� „-�„ � (g�ass) 7�'X ro POINT OF COMMENCEMENT ..,, M SE CORNER, SE 1/4 // 'Q E" ° o � I ��O � SEC. 35-T18N-R3E � p? � y ,� � / o��GJ �- HARRISON MONUMENT FdUND 1.4'W & 1.8'S r aj''� `-� % �1.t 1J t =� I t o , � ,�.�� � � � � N � j �.�- � � (trash drea- PROPERTY DIAGRI�M � � � � .Z �� / LQ .�.o�� �t�° , �' � ��� etucco wai�) NOT TO SGALE �� � 3 / � `�yQ c� o Goc � � � r Ufl -L� � �"- � / -,r � + l 6 �° io5 T 1 �� a l / o° �°' assJ (asphalt} � � �' "� ! � P ' � / � .,,1 � n � / � ' , � i9rass) � o '' - A � � N89'09 35°E - 1328.13� (M) � N89'09`23"E - 1327.87' (M} O � I .`� Q� � � �� �""'�j'_..�.._..�.._.._.. :�..�. � 42.8' ¢N -�-�..—..—. .—� ( r t�� z t� j a7z. S. LINE, SW 1/4, SEC. 3$-T-18N-R3E / � � j � � / , � ��' � c� � `� � 1 � Q N / c� a / ' O SE GORNER, SE 1 j4, SEC. 35-T1$N-R3E � �`- � / �� HARRIS4N MONUMENT FOUND � W ~ / i V ) r �'y ' � z 8� SE CORNER, SW 1/4, SW 1/4, SEC. 36-T18N-R3E � I"'�" � s' W HARRISON M�NUMENT FOUND J� � 9 � � _ l/ zo.g. r r � .� � � �� � SE CORNER, SW tf4, SEC. 36 T18N-R3E I a � 1 o'E HARRISQN MONUMENT FdUND � �"� -O / -� y�` +� � woaden fence � i o y � % lJ �o� SECTION CdRNER DIAGRAM '"--__ 'J � ~` � ` `� �t � (grass � � �J � o ^ ` c � NOT TO SCA�E �"' �7729' � � N �wv "� � -r_ �8 F �o '�- / �� } � � '� � (conc w f ovethang N � '4��� � t .� -- r ~ � o � �8.4�` overhang) I°Q ( * NOTE: NET ACREAGE DOES NOTINGLUDE MSE REBAR FOUND �� fl- �.- 5� °Q' 3 LAND DETERMINED TO BE INSIDE THE ��metai sign} N �� x OJ'W & 1.4'S � v / EXISTIN� R/W OF PUBLIC ROADWAYS �' , l J � � I o ! ` t! / � o� G M� 1-story stucco builtling O � 84, i / �i ,�1 47�335 Sq Ft jp"pvc) V�i / ,�. building height - 20.11' _ /J �'1{y // � `� ,o � laddtess: 525 Congressional Bivd. l � ``�;L h � GJ� � Curve bato l l �/ i / rU°���`� f a(9rass) L1 = 42'22'38" � 1, 1 '� � G�c � � R= 300.00' / ,� �� � J �```-- ��51 � T= 116.29' I �w� � �.� H.L:M. PROPERTIES �fl�Pv�� �= 221.89� 1 �h� i �� (asphalt} INST #99099C18922 - C= 216.86 f � ,� jl f co,l 6.091 ACRESf {GROSS) CBRG = N33�41'41"E � �p�'Qo;°�c,� �/ % {grass} er� 4.973 ACRESf {NET)* �z'8 �```` � `� y1 Ji�� �v���� ryio �� ���� ��^ � 9 �`o� Q:;. / 14 y P+Q \``��, O G p2�� t � �,Gj % < �` �, / �� `� �i / 2 � f o�� (trash area- �\O'� L- /� oti � � stucco waii) � ''.'� �``Oai / j� ' � �- �y`� l 2� roll curb J ,�,�, ae �,.�' �� ( ��' ' � / P q> . ' o; �J (9rass} r - �\ ! ' ,i • +� �, t ! , i J (P �iC } � �..----' ` � � e/;� �., �y � ����` ' � !f o , ,��a .. .---� ' / � i / ' �.Q ,-�� ,� _..-- . o t ,, r / � ' "s0 (8"pvc c°'o,� t� .'� ��„ {grass} � ��'�5 T ca ' �, ' S� Qss � i?' �r� /�� / J �a' Q;� ¢ .'t a� �`�- � � � �\ � � � ,�+.,. / � s�e oc .�o � � � . � ... � � . � ���./�. r 4� jp,r qy, �,'�' o,cu .�. � V N ./' � �f � � J . "fh �L� �Q G � d W Q i /� i // `1 ./J� /' � ` i `j,/ ../� Q�. ^ h��a �� C�gh GJi� �O U�� .r'�f � ��.`/ 'i'�' t�` � Il �. f / .� CO'C�. �SS'J ~O,%.. `� �CG O � L N �O Q�N f Y Y 2. Y ��' h J 0� :.,-; ". „ r�''` ,,. � � 25.9' ��� �o �'o b G � cn z o z � _ -' ` .. -^ .,, -'' t r ('�o o ^"� o- a o� n w � Z ¢ w ,�_ � �„ ... -"''� .,,. ..- f � �,F � .. .. .. � w � v c� ? � W ,.r-. �. .. ..' ""'...� '" I ' .�- '... � t � �i% / � Q I- F � Q .�- �". ...+ / � / ?• � \ � � � � � 0 ¢ Z Z Y C3 �. ..- .r"' „ f � O O � Q d• �- � F-.� �// � � r .� rn a a a � � ` 1 CGr� `` 3' v `.' � W� a � � � � � N� � ( � c�o .\ / `�.,�` '� �� �� � � Q rn � ^ .1 (aspna�t) � ,- � � � r/ o�i o � � � 4.t �o r ♦ cL (os �`�. � � i �9rass} � t Z � / `` , '°ho�� � . Z i r � � Q� � * ``~ ' � Q Z J � � \ " - -- .,,,,,,,.,,. � "�i' {grass) � ", / U @ � � ---�-�-- _-..�-r-_ �..r._-�_ � �� �.� � ` --- 2` roil curb -------- / j � = 55`Q9'22" � . �a 7177'/.� � — — — — � � R= 3d0.00' �., (�0. S�EE'r � ld' WATER MAIN EASEMENT � / T= 156.69' �'` ER fNST BU� R/�`i INST - 1 , / L= 28�.$Q' .,,,` #$7-..g2�5� S89'43�38��W - 171.�1{)' � POINT OF BEGINNING j ( C= 277.77' �""`•- (asphalt} � � _ �BRG = S62'41'41"E ' ""-- ro cur � �� l — --- --- --- --- --- --- r- --- ---- t i � NOTES NEW 5x5 CONCREI'E STOOP WITH � A 4' RAMP TO THE EXISTING PARKING �OT, APPROX 18'(FIELD VARIFY). RAMP NOT TO EXCEED A S�OPE OF MORE THAN 1" PER FOOT INSTAL A TRUNCATED DOME SYSTEM AT THE END OF THE RAMP BY ARMOR-TILE TACTILE SYSTEM. TRIDEN/WHITE CAP CONSTRUCTION SUPPLY 4510 INDUSTRIAL ROAD FORT WAYNE, INDIANA 800-553-7173 NEW 5x5 CONCRETE STOOP WITH � A 4' RAMP TO THE EXISTING PARKING �OT, APPROX 16'(FIELD VARIFY). RAMP NOT TO EXCEED A S�OPE OF MORE THAN 1" PER FOOT CONCRETE SPEC 4" CONCRETE WALK WITH 6-6-1Q-10 W.W.F ON 4" COMPACTED GRANULAR FILL (CONCREfE TO BE 6 1/2 BAG MIX.) N ZTERSATILE CONSTRUCTION GROUP, LLC. 570 East Tracy Road, Suite 610 New Whiteland, Indiana 46184 Ph: 317.535.35�9 Fax: 31 �.535.3581 Job No.: Date Stamped: 14080 02.10.15 Drawn By: Checked By: Scale: kset tab 1"=50' CAD FILE: G:\14080\c100 site plan.dwg ������������%%/��� �`` ��� G�T �q�T ,��/ ; ��- � � F� ; � ��� � o�19S00o09�= I F�(' avD�NP ���"` ',����� ����1 \� �``� ���?� CERTIFIED BY: THIS DRAWING IS THE PROPERTY OF VERSATI�E CONSTRUCTION GROUP L�C AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: �. . � . rr � i � �� 7�� 1 �< <. . �� Y�5 45 i"E! G�n#�r Sei �tcsr�frnnt Sys��em � nc�c�a�nmer�a in�. �� ��$,�,�-x�,���� �m� ___ �R.� .. ._ ._ l��yq. �iLC�A1L �� e �7A� YE� �48 Tt1 C�:iat�e Sek 5#oretrorst 3ystem insfallatitsn ik��anu�C �Jd012YI�iekPRrneri,.alnr. a�su.`.SYdraryu� $�Y�K.Cwp.aat�un.�ifnaM*ca.�. ��.�n�rr�� c��r����as �z�° x �.-a�z°°y ���en9�� ����� � � R7u9Ii4n 1 Jami�., . €3�..-iGa�i .. � � BE$:2rz�ffi �,.�. 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TYPICAL E�EVATION VIEW 1 scule: 1 /4"=1'-0" VERSATILE CONSTRUCTION GROUP, LLC. 570 East Tracy Road, Suite 610 New Whiteland, indiana 46184 Ph: 317.535.35�9 Fax: 317.535.3581 .. . ��:� Date Stamped: 02.10.14 Drawn By: � Checked By: � Scale: kset I tab I 1/8"=1'-0" CAD FILE: G:\14080\a100 elevation views.dwg `�����1111ii////��/ �`�������TE� �`� % _, .__No,__ .= � : THIS DRAWING IS THE PROPERTY OF VERSATI�E CONSTRUCTION GROUP �LC AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: ����' �`� � �'+ ��� i:� i�� - ���� .�� �. �_� EXTERIOR WINDOW FIRAME DETAILS ,;�„� �:. � `�� „� ,,;, ,,,' ,;� %„' , � ,, �< __ ,,, , , ,,� ;, //' , . ., �, �- , „ , , ,, , /�'� � � �� \�6 '�i �� ,' / / /� ��� , / y \ \ �� �\� �� / / /� / . / \ � t� /�/ � v �v vv� v�� / / �i � , /i �� z� j rts7s„ i� � �� � ��� �\� ��`i �% �\� i� �\ \ y4 j } � YES 45 TtJ C�nt�r S�t St€�r�fresnt S s#ern �'rc�t�pnm�er�ca in�. 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(� 2"rJ % � "������� '\ � �\ // %/ .�- . � `-,. �� _ E�' f, ���— II � ��� ��� ��i ��i � ,... ...... \ , -4_ .= � r �� � II , 16'-6�� � ��" � � ���� ��� ii� ii� '�-v ''�� i � �� Lsnx Pmec.e n¢ul1��i�� sE9 "-�6BS � 4,way �o-rnsr Pm1�aBHam F3E9assa��� � �y � y ..I 1,�-,� � ._ .� II r� � �� � .. � �._� �� ` �.' -M E _ , � _. i I I � ,�h � � I I \ �\ � \ � � ii/ � �/ �,-. �� � r 4 s�z urFF..P� � ,�4 �;s � p � � I � � �� // / STORAGE ROOM WAL�S � � o� � � � � �� � w rre��yo�,n�r�„mm� ��as6� a�5�e��er�uas�n ��s�a5�� s_ , --' II , i � � �� � ��� '� �_. �` �� TO BE FRAMED AND � `� o �,k � � •�� ��,�� ry� ��� � ,�..�i �_ ��� � .� _ � � _ � �� � � � ii t r� i i .� � `�� � .� � �� Pmcker�d��.���a, ���-����� �„�� �o��e���s�� � ���.,�,� � ��( .�__ ��� ,. „ ORYWALL TO DECK � � Q � ' `:� �'���--,�' ��. � � � ... , � n � �,�-C` `� ` ,�, ,� "';� �� { � H ° � . % . �, , � � � �.... � " i � o � i i \`:\ ,///'' \\`. � _ --- ,� ' r` � ` r /" ,/ �,� � f .y'.-`� H�m�R��e�c�� ��s.a�s� �ar��e�E � ��.�as� �.''��`'�� �'' , � �i A210 A300 ' � � I � �\�\ /���i . �• ., / �f � � � � � .. ' � � _�— � _ �, � ,�'"� . r r / ;� � f ,�"" � °� � � � i � � � � �; `-�� � . Mexa r�cm�eaF sa�t+ �s�auia ¢�i* �� �rz : s�T�a�an �az,ny cs-�uas � � I � i II ' ����� � � � � � � � � � �: i �_r __�rr.�.._._ � WE�D 4" i i 5 i i �� % i � % n��aw�ketFioi�r �t�xrn�xe�p�r � 37'-3 3�16�� � I �_�'C'.� ��s•sss� � �o, �r�s' raa°: 5��r�° �� 7maa I � '`� � � ������������ � ���.�,�,� TUBE STEE� ; � 22 � � ��, __- -.. � BRACING AT ' � � � i , , i i .\� 1nst�9lation N4arlu�f s���.s�w c�,�e��aur�z;no A 45� I � �cS I� ��� �� A�IGN THE EDGE OF � �. ,% � ANGLE � ��,av���Pa��tf��ff<��s�x�����F��r�am�,��4�4F. ��. ��c��aa�e��„��z�:�,z,���.Q� ����., m__m_�_._ � THE WALL WITH THE N � i \\ /��, � � FROM THE ' HA��WAY EDGE OF THE � � ' � 0���� � � � �'` ''�� � CO�UMN TO i COLUMN °' f ;� \�\� ,, %;'� THE STEE� , i � o i � �y�,�` � ABOVE. SEE � � M ' � f,' V� DOOR SCHEDU�E ��A�� � � - - � o �; ;� � � � � � � , _ � DOORS: 01 AND 03-20 DOOR: 25 DOOR: 29 J � � 0 � � , � i'-===-------------===a �_______________====�ii'i 3'-0"x7'-0" Pre-finished PAIR 4'-0"x7'-0" Pre-finished ' " ' " - � r ��� � ` " �� 3-0 x7 -0 Pre-finished 22>_� ��2�� � , � � � �� �,,, wood door wood door 20 min. rated wood door with full lite _ - � � i �� ��,y' i��� � o � � � �� � � � � �III tn � N � D �— I � � Tl � I I I �; � Door finish: Door finish: Door finish: o F � � � �� 2� � i� i i . '� �{}� s Pre-finished wood Pre-finished wood Pre-finished wood Z 2 A210 A3o0 �. � , � „ FINISH NOTES. �,�, � tJ � 1 � � � � � • A�L WALLS TO RECEIVE 1 COAT � ��� �'; , Metal frame: Metal frame: Metal frame: z � 5 � s i i i i � iTi t �,� f� t�_, , � i i i OF FIRST COAT PRIMER AND 2 w � ` � O O i COATS OF SW PROMAR 200 � i t Timely knock down Timely knock down Timely knock down �- 't______________�� ��,� `" '�f,'}ztv� �=t � � � � i i -- i i FIAT PAINT i ii; `� ��}, � r, �� ,t . „ „ ,� �� � � � ��� i i i i • STAIN AND SEAL OAK TRIM ON i i� ��tt, `�` ,f t,t r� �� • 1 1/2" pair butts 4 1/2"x4 1/2" • 1 1/2" pair butts 4 1/2"x4 1/2" • 1 1/2" pa�r butts 4 1/2 x4 1/2 � 0 2� � 02 � �� � � ' � THE CUBICLES � r� ,;��, ; 4t tj z, • Lever possage en�ry • Levery entry • Push pull hardware o� � � 4 � �� � i i i i . PAINT DOOR FRAME 23 BRONZE i��� ���` � sj` f a` „� ���x �';�, � � � � � m � �'-� � /2" i i _ ii . PAINT EXISTING DOOR FRAME , iii � � ` � � � �f ' � ;' , � • Door swing: as shown on plan • Closers • Closer � ; �- f , , i�, � • Cord reader by owner {i � � ,� , � �' 30 SILVER �� f r{, �' , � i �t � : 5 � � ((�� s;`� � i$ 4t t\f s.� j rf7� DOOR: 26 � �- 0 � _� � ;�� � ����� � ���������� -�� � � • PAINT EXISTING DOOR FRAME 31 ���� ��,=sf '�� �t��� s'°'s��� �°� a � � 0 � � � � � ----- - �.���� SILVER 'i'i � '��" > >� � � � t-----___-____� i i i r� 3-0 x7 -0 Glass door DOOR: 30 � 0 ��, �'P• C ' i �• F�OORING AND BASE BY � W DOORS: 02 AND 22-24 . , „ , „ � .� � j � A210 A300 � ; �� TENANT �'� VERSATILE Existing 3 -0 x7 -0 ° 3'-0"x7'-0" Pre-finished Door finish: wood door with closer `` B 0 � ������ ��� �� ��������� ��������� �� ������� ������� �������� ��� � t' o B❑ � o �; `�_ • CABINEt'S BY TENANT � i�i wood door Storefront anodized aluminum A210 A300 3 0 - a 03 ' i � i� '� Door finish: Metal frame: DOOR: 31 � � H� � i �� i��� ,'� � CONSTRUCTION ° ' � ° �° ' ' � � ' ��� ' GROUP LLC Pre-finished wood Thermal break anodized aluminum . . , „, „ � o $ 0 � � � , Existing pair 3-0 x7 -0 0 � _i � �� � 0 � `� � �`--------------11 F� � � � » „ �, wood door with closer 2 0 �- 6 � � � ; _� � . --------------- �----------------------, ' '� ' Metal frame: • 1 1/2 pair butts 4 1/2 x4 1/2 � � � Di o , �� � i�'______�' 570 East Tracy Road, Suite 610 i New Whiteland, Indiana 46184 i 20 02 � � � �8 M i i i—�� �� i Ph: 317.535.3579 Fax: 317.535.3581 Timely knock down • Push pull hardware o � "' 13 a � � 0 4 i i� ; `d�. • Closer _ � � �� • 1 1/2" pair butts 4 1/2"x4 1/2" • Card reader by owner � { � � 5� . ............. t ;� H a ', ` ' > ���� � WELD 4" 3 _ o TYP. ;� C ; i ,�_� -�------- • Lever possage entry TUBE STEE� � � � z ; � s ; � � = A210 A300 ;; ii A ;i; � Door swing: as shown on plan � o • Door 23 to receive a closer DOOR: 27 and 28 � BRACING AT 4._2 �� � � M � ;� � � �° ` _ _ _ �h . .. , � S A 45� 8'-1„ ,_1'> 4,_6» H a ` � 5'_0 T 14'-9 3/8" � 14'-9 3/8" ;� 30 C-- ------------ --� 3-0 x7 -0 Insulated glass door � ANGLE o � � � T, �j ,,,,,,,,,,,,,, ..,.� . � � � ii �y �, FROM THE B � � � B f 5, ; iii �"� . Door finish: � CO�UMN TO ��_g�� 0�- � ' � ;� j 0` iii � *'� D O O R: 2 1 S t o r e f r o n t a n o d i z e d a l u m i n u m � T H E S T E E L � � o � 1'-o s/i s" 1�' o s/� s" ' � ❑a � T � � > » • � o ABOVE. SEE Q � ' ' PAIR 3 -0 x7 -0 Pre-fiinished : � H � '� � 05 ' 04 � � � « � iii � � wood door with full lite in each door Metal frame: � o DETAIL � o , ; 0 � � � ,,, M Thermal break anodized aluminum �� 27 2s � ' � � � o o � •� � N � rn I ' ^ `V Door finish: „ » „ � �� � � � � o� i;i --� � *� �i Pre-finished wood • 1 1/2 pair butts 4 1/2 x4 1/2 °- � 0 0 � 0 � � pi � � � � • Parnc hardware � �. ....� � � � o og k.. 08 0� os . 03 i i . � � • Weather stripping Q �5 E❑ �; j � ; 3 � Metal frame: � � Timel knock down • Threshold � j ; � � �' 02 � � ,iii � � �� y • Bottom sweep o ; � � 4'-2" O � p.�j o � � � ''--' » „ „ • �ock keyed on both sides o , o o �� f 0 y �} �� � C/1 M�'I � • Closer j t � � ` } 0 � i � � • 1 1�2 pair butts 4 1�2 x4 1�2 '� � j Q Q ` i i • Lever passage entry � „ �--� J o j D o E o 0, $ C � � U � � t � � z � A210 A300 0 4 i � '�"�'� � � j z G � iii � � 12'-8 5/8"t # 12'-8" 12'-8" ` 12'-8" 12'-8" 12'-8" � 12'-9" 15'-0" Ijl � •� � r� � � � �� , � �T� i' t � i � � � � � 4 ,� - -� '�- - - -� - - - 4— ` - - - - � - - � -4- ' �� � 4'-6" 20'-0" 5'-9" d- � �� 5 � � , , � � �T� L---- _ — ---- --�--�----��—_—�---��—_—��_--�--�—�—�--�--J � O � � 3'-0�� EQ EQ 6'-0" EQ EQ 1'-3" 16'-3" 0 WELD 4" TUBE STEEL 0 WELD 4" TUBE � � �� � �� � � 3'-8 3/4" 3'-10 3/4" BRACING AT A 45' ANG�E M STEEL BRACING AT � �i FROM THE COLUMN TO THE A¢ A 45' ANGLE FROM O N STEEL ABOVE. SEE DETAIL � THE CO�UMN TO 3o�-g° 3o°-9i� � THE STEEL ABOVE. �OOR PLAN — OFFICE REMODEL J� � 4'-0" D E U P 10 D WI D 4'-0" D EA U I R T E I G I DO 4'-0" SEE DETAI� '� scale: 1 8 =1 -0 N N 4 1 2" i� i� � � i� i� `� WALL LEGEND � Job No.: Date Stamped: � A210 A100 "' �- 3 5/8" 20ga META� STl1D WALL TO A210 A100 THE BOTTOM OF THE BAR JOISTS 14080 02.10.15 3 UNLESS OTHERWISE NOTED Orawn By: Checked By: Scale: ONE PIECE TEMPERED GLASS WITH FOUR PIECE TEMPERED GLASS WITH TEMPERED GIASS IN WINDOWS F& G 3 5/8" 20ga META� STUD WALL TO kset tab 1/8"=1'-0" SO�ID WOOD DOOR, TIME�Y FRAME. SO�ID WOOD DOORS, TIMELY FRAME. a'-2" 3'-4" a'-s" 5'-0" A.F.F. TYPICAL WAL� SECTION F CAD FI�E: 8�—��� G:\14080\a210 floor plan.dwg WINDOW DETAIL E WINDOW DETAI� D WINDOW DETAIL F WINDOW DETAI� G NEW TEMPERED GLASS. NEW TEMPERED GLASS. SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" FIELD MEASURE PRIOR FIE�D MEASURE PRIOR 0 NOTES �������������// �'-o" �o'-o" 11'-0" TO ORDERING TO ORDERING CREATE ```��\V�'�AT � F,,� 3'-0" 3'-0�� EQ EQ. 3'-0" EQ EQ. --------------�-r--------- 28 � �r n �� � w=====____- - 3 5/8 x 3 5/8 CHASE FOR _ �o• � � � � � � ------------------------------- T ------------------------------- �------------�- --- ----- - ; ------- WIRING .= � 70030 �� 4'-0" � � 19 9 � � '� � �� � BORE 6" x 12" DEEP HOLE FOR �'`�F �No�ANP� ��"�� ---- \ ' UNISTRUT SUPPORT. SEE WALL �/ s/0 E��' ��� ______________�--�_________- � f �` � �I�s NAL ��� � � � �{ � SECTION B FOR DETAI�S. TYP. 14 ��///������ �\�� i i � '� 29 � �� C� i� i ' `° � FUR AND DRYWA�� TO 10' A.F.F. � �- � = CERTIFIED BY: � � � � _ � � � , , � ' �>,, f�; � � � � � " t""",,,,,,"""""',,,,,,"""{ ��,�� 0 FRAME AND DRYWALL TO 10' A.F.F. THis �RawiNc is THE PROPERn oF NEW 4" TUBE STEEL WALLS AND DRYWALL RUN TO TO CONCEAL STRUCTURA� COLUMN. vERsaTi�E coNSTRucTioN cRauP ��c i i WELDED TO THE '-s" FRAME USING 2 1/2" 20ga. MEfAL AND �s NOT TO BE USED FOR ANY � � THE BOTTOM OF THE BAR STUDS �24 O.C. i i EXISTING COLl1MN AND ��_3" 6'-5" �OISTS. INSTALL 3 5 8» 20 a. �� OTHER PURPOSE THAN THE PROJECT BEAM ABOVE � 9 DESCRIBED HEREIN. i i METAL BRACING BETWEEN BAR a INSTALL SOUND BARRIER INSULATION � � JOISTS AS NEEDED. INSTA�L A � » SHEET TITLE: ONE PIECE TEMPERED GLASS WITH TWO PIECE TEMPERED GLASS WITH TWO PIECE TEMPERED GLASS WITH ''��� ' FLOOR PLAN - VESTIBULE DRYWA�� CEILING USING 6'� TO 12 -0 A.F.F. SO�ID WOOD DOOR, TIME�Y FRAME. SO�ID WOOD DOOR, TIMELY FRAME. SOLID WOOD DOOR, TIME�Y FRAME. scale: 1/4"=1'-0" 18ga. METAL STUDS 24" O.C. AT 8' A.F.F. 60 FRAME NEW �OWER WAL� TO 2'-0" WINDOW DEt'AIL C WINDOW DETAIL B WINDOW DETAI� A STEEL SUPPORT DETAI� a.F.F. INSTAL� FIRE TREATED 2x6 SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: NTS C�FF AND NEW MEI�A� STUDS ON TOP THE OF THE 2x6 � 3 5/8'�, 20ga, META� STUDS AT 24" O.C. � WITH (1) BLACK IRON �OCKING BAR. TO THE BOTfOM OF THE BAR JOISTS (1) LAYER OF 5/8" FIRECODE, TYPE X DRYWALL TO 12'-0" A.F.F. ON BOTH SIDES OF THE WALL � WA�� SECTION J SCA�E: 1/2"= 1'-0" A210 A300 NEW 2x4 CEI�ING GRID WITH DUNE 2x4 ILLUSION TILES t�9'-10 1/2" 3 5/8", 20ga, META� STUDS AT 24" O.C. TO THE BOTfOM OF THE BAR JOISTS (1) IAYER OF 5/8" FIRECODE, TYPE X DRYWAL� TO 10'-0" A.F.F. 1" INSULATED GIASS FRAME COLOR CLEAR MEI'AL WINDOW SYSTEM WALL SECTION E SCALE: 1�2��= 1�-0� A210 A300 � � 0 FIRE CAULK JOINT BETWEEN THE WALL AND THE ROOF DECK DOUB�E SLIP TRACK OR 3" DEEP TRACK NEW 2x4 CEI�ING GRID WITH DUNE 2x4 IL�USION TI�ES �9'-10 1/2" 3 5/8", 209a, METAL STUDS AT 24" O.C. WITH (1) BLACK IRON �OCKING BAR. TO THE DECK (1) IAYER OF 5/8" FIRECODE, TYPE X DRYiNA�L TO THE DECK ON BOTH SIDES OF THE WA�L SOUND BARRIER INSUlATION TO 12'-0" A.F.F. WALL SECTION I SCALE: 1/2"= 1'-0" A210 A300 NEW 2x2 CEI�ING GRID WITH DUNE 2x2 REVEAL EDGE TILES C�9'-10 1/2" 3 5/8", 20ga, METAL STUDS AT 24" O.C. WITH (1) BLACK IRON �OCKING BAR. TO THE BOTfOM OF THE BAR JOISTS {1) LAYER OF 5/8" FIRECODE, TYPE X DRYWA�L TO 10'-0" A.F.F. ON BOTH SIDES OF THE WALL WALL SECTION D SCALE: 1/2"= 1'-0" A210 A300 � H � � I NEW 2x4 CEILING GRID - WITH DUNE 2x4 ILLUSION TI LES C�9'-10 1 /2" (1) LAYER OF 5/8" FIRECODE, TYPE X DRYWAL� TO 12'-0" A.F.F. 3 5/8", 20ga, META� STUDS AT 48" O.C. SOUND BARRIER INSULATION TO 12'-0'� A.F.F. 3 5/8", 20ga, META� STUDS AT 24" O.C. WITH (1) BLACK IRON �OCKING BAR. TO THE BOTTOM OF THE BAR JOISTS (1) LAYER OF 5/8" FIRECODE, TYPE X DRYWAL� 12'-0" A.F.F. WALL SECTION G H SCA�E: 1�2��= 1�-0�� A210 A300 A210 A300 NEW 2x4 CEILING GRID WITH DUNE 2x4 IL�USION TI�ES �9'-10 1 /2" SOUND BARRIER INSUlATION TO 12'-0" A.F.F. 3 5/8", 20ga, META� STUDS AT 24" O.C. WITH (1) BLACK IRON �OCKING BAR. TO THE BOTfOM OF THE BAR JOISTS {1) LAYER OF 5/8" FIRECODE, TYPE X DRYWA�L TO 10'-0" A.F.F. ON BOTH SIDES OF THE WALL WALL SECTION C SCALE: 1/2"= 1'-0" A210 A300 2x4 FIRE TREATED BLOCKI 6" dia. BORE FILLED WITH 4000 PSI CONCRETE. LOCATION AS SHOWN ON THE F�OOR PLAN (1) LAYER OF 5/8" FIRECODE, TYPE X DRYWALL TO DECK 6" 20ga. METAL STUD BRACING 48" O.C. TO THE BAR JOIST 8" 18go. META� STUD BRACING CONTINUOUS OVER BOTH SETS OF W►NDOWS. INSTA�L ON THE EXISTING STUDS AFfER THE DRYWALL HAS BEEN REMOVED AND BEFORE THE OPENINGS ARE CUT FOR THE WINDOWS. ONCE THE WINDOWS ARE INSTA�LED REMOVE AND RE—INSTA�L OVER THE NEW DRYWA�� — � NEW 2x2 CEILING GRID WITH DUNE 2x2 REVEA� EDGE TI�ES �9'-10 1/2" 1/2" x 8� OAK BOARD (STAINED BY OWNER) 1/4" x 3/4" OAK TRIM BOARD (STAINED BY OWNER) 3 5/8", 20ga, METAL STUDS AT 24" O.C. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR �OCATIONS (1) LAYER OF 5/8" FIRECODE, TYPE X DRYWA�� WALL SECTION F SCA�E: 1/2"= 1'-0" A210 A300 5/8" FIRECODE, — TYPE X, DRYWALL RETURN TO WINDOW 5/8" FIRECODE, — TYPE X, DRYWALL RETURN TO WINDOW R-19 INSULATION ---.. � WITH VAPOR BARRIER M 5/8" FIRECODE, TYPE X, DRYWA�� i 2x2x3/8 ANG�E IRON N SUPPORT 48" O.C. INSTALL REDHEAD ANCHORS 32" O.C. IF FOUNDATION IS NOT SOLID FILLS CORES SOLID WITN CONCRETE 2x6 FIRE TREATED WOOD STUD WITH 6" 20ga. METAL STUD ON TOP OF THE WOOD STUD II �u ' 6" OF NEW 2" EIFS. PAINT TO MATCH EXISTING NEW 1» INSUTATED GIASS WITH PPG VISTACOOL SOLARGRAY ON PPG SOIARGRAY. TYPICA� FRAME COLOR: C�EAR [N_111�.1 FIRE TREATED 2x6 2" EIFS 5/8" DENSE GIASS 2x6 20ga. METAL STUD 16" O.C. FIRE TREATED 2x6 INSTAL� MEfAL FLASNING AT THE BOTI'OM OF THE EIFS SILL SEAL WALL SECTION A B SCA�E: 1�2��= 1�—��� A210 A300 A210 A300 FLASHING HO�D EIFS 3/8'� UP FROM THE WINDOW AND CAULK VERSATILE CONSTRUCTION GROUP, LLC. 570 East Tracy Road, Suite 610 New Whiteland, Indiana 46184 Ph: 317.535.3579 Fax: 317.535.3581 Job No.: Date Stamped: 14080 02.10.15 Drawn By: Checked By: Scale: kset tab 1/2"= 1'-0" CAD FI�E: G:\14080\a300 woll sections.dwg �����Iiil ll///��/ �`���\V�G7STE� �� % � � = No, = _ � 19700309 *c � � STATE ❑F � ` �'� dvDBaNP � � ��0�`��NAL E�����` ��///11111 � , ��Q�il. CERTIFIED BY: TH15 DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP L�C AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: �12 SPLAY WIRE 4 DIRECTIONS @12'-0" O.C. MAX, / 6'-0" MAX FROM WALL 8" MAX � � WALL CONNECTION DETAIL i �----------�_____ i .--------�------ i i i�---------� i �i i � i � i � /�// / // / / //��/ 1/2" EMT �12'-0" O.C. MAX, 6'-0" MAX FROM WALL 1 � 1 CEILING 3 TIGHT TILE \ � TURNS • �- -� � . . / � � FACE OF WALL SUSPEN�ED CEI�ING PROVIDE WIRE TIES W/4 TURNS MIN. IN 1 1 /2"(TYP �CLG. RUNNERS & ATTACH TO PURLINS & EAVE STRUTS). / � '��\ ' _� . -. - , LIGHT FIXTURE FIXTURE SUSPENSION #12 @48" O.C. MAX EA. WAY ALL MAIN RUNNERS ______�_____�_____�_____�- ---------------------------�-- i �I�S'L�I���I:Ii1�� ANCHOR TO STUD AND — ALL CORNERS � � � ��g" 8„ MAX WA�L ANGLE / MOLDING HANGER WIRE MAIN � RUNNER II � 3/4" `'`` �1) POP RIVET �EA. RUNNER (2 ADJACENT MAIN RUNNER SIDES ONLY) T-BAR MAIN/CROSS MEMBER TO WAI� CONNECTION #11 AWG WIRES @CORNERS � OF FIXTURES TYP. u� ► : ►► : SECONDARY RUNNERS VERTICAL NANGER WIRES C�4'-0" O.C. MAX EA. WAY AND 8" MAX FROM WALLS PROVIDE WIRE TIRES W/4 TURNS MIN IN 1 1/2" TYP. AT CEILING RUNNERS AND ATTACN TO PURLINS AND EAVE STRUTS DO NOT BEND WIRE AROUND INTERFERING EQUIPMENT. PROVIDE TWO 1 1/2" CHANNE� � TRAPEZE. •�\ � �� � �%� � /�� ��� • � � � i ��� � � 1 �. � . . 2 REINFORCED SUSPENaED CEILING BRACING DEfAIL � . . . � SECONDARY RUNNER BEND DOWN � � ATTACH TABS (90 TABS DEGREE BEND) DRYWA�� CEILING RUNNER AnACHMENT �8'-0» A.F.F. - �. -�: � ��_ 1. HANGER WIRES MUST BE N0. 12ga. MIN. SOFI'— ANNEA�ED, MI�D STEEL WIRE. WIRE SHA�L BE WRAPPED TIGHT�Y AT RUNNERS AND SUPPORTS AND TIED WITH A MIN. OF 3 TURNS. 2. CLIPS SHALL HOLD RUNNERS TIGHTLY TOGETHER. SPLICE CLIPS SHALL BE CAPABLE OF RESISTING ATLEAST 501bs. IN TENSION OR COMPRESSION. 3. FOR M���ACTURED SYSTEMS, SUBMIT SUBSTAN— TIATION ACCORDANCE WITH U.B.C. STANDARD SECTIO .18811. 4. RUNNERS SHAL� BE CAPAB�E OF SUPPORTING CEILING SYSTEM WITH DEF�ECTIONS LESS THAN 0.133 INCH. 5. �OCA� KINKS AND BENDS SHA�� NOT BE MADE IN HANGER WIRES FOR LEVELING 6. FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLE'S PROVIDE ADDITIONAL TEE'S AND WIRE HANGERS AS REQUIRED 7. COORDINATE C�EARANCES WITH MECHANICA�, E�ECTRICA� AND P�UMBING DRAWINGS. 8. CEI�ING HEIGHTS ARE FROM FINISH FLOOR 9. COORDINATE ALL �OCATIONS OF CEILING ACCESS PANELS WITH MECHANICAL DRAWINGS. �� �� 1 �� i� 1 w � i w � �� ' � �� -� , � \\ � � �� �� � � '� � � � �� , � � \��� ������, �.�L^\\ %�/�i � �\\\ �\��� �\�\ /%// ��� �� �+,�� �� ' ��� �� � � �� � � �� � � �\\\ �� �\ � GENERAL ELECTRICAL NOTES: 1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN M►NIMUM AND INSTA��ED IN 3/4" EMT CONDUIT UNLESS OTHERWISE NOTED. (ALUMINUM WIRE IS UNACCEPTAB�E.) ANY CONDUCTORS IARGER THAN #10 AWG SHAL� BE STRANDED COPPER. 2. THE CONTRACTOR SHA�� COORDINATE INSTA�LATION WITH A�� OTHER TRADES AND IN ACCORDANCE WITH THE N.E.C./AND A�L LOCA� CODES AND ORDINANCES. 3. THE CONTRACTOR SHA�L PROVIDE A GROUNDING CONDUCTOR TO A�� EQUIPMENT IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. INSTALLATION SHALL C�NFORM TO THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH DICTATES OF N.E.M.A. AL� EQUIPMENT SHA�� BE U.�. �ISTED AND HAVE PRIOR APPROVAL BEFORE INSTALLATION. 5. ALL CONDUIT SHALL BE SUPPORTED TO THE BUILDING STRUCTURE WITH PROPER HARDWARE A MINIMUM OF 10'-0" CENTER TO CENTER, IN ACCORDANCE WITH THE N.E.C. 6. THE E.C. SHA�L BE RESPONSIB�E FOR A�� CONTRO� WIRING AND PROVIDING A COMPLEfE OPERATIONA� ELECTRICA� SYSTEM BEFORE FINAL ACCEPTANCE BY THE ARCH./ENGR. 7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND INSTA�LED BY E.C. 8. METER BASES SHALL BE FURNISHED BY THE ELECTRICA� CONTRACTOR. (IF NOT FURNISHED BY �OCAL POWER COMPANY) 9. NEMA 3 TAP BOXES AND 8x 8 DUCTWAY SHAL� BE FURNISHED AND INSTALLED BY THE E�ECTRICA� CONTRACTOR. 10. 4" CONDUIT FROM TRANSFORMER TO METERING POINTS SHALL FURNISHED BY THE ELECTRICAL CONTRACTOR AND WIRE FURNISHED AND INSTALLED BY �OCAL POWER C0. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBI�ITY TO CONFIRM WITH POWER C0. 11. E�ECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND A PU�L WIRE INTO EACH POTENTIAL DEMISED SPACE FOR TELEPHONE. [���i��I�� 2'x4' (3 TUBE) T-8 F�OURESCENT � lAY-IN FIXTURE - FIAT �ENSE �ITHONIA: 2GT8 3 32 Al2 1/3 GE8101S OR EQUA� 2'x4' (2 TUBE} T-8 F�OURESCENT �g lAY-IN FIXTURE - FLAT �ENSE �ITHONIA: 2GT8 2 32 Al2 1/3 GEB101S OR EQUA� 2'x4' (3 TUBE) T-8 F�Ol1RESCENT "```'`'`'`''�' lAY-IN FIXTURE - FLAT LENSE EMERGENCY/NIGHT �IGHT �ITHONIA OR EQUAL N�: NIGHT �IGHT E: EMERGENCY �IGHT � _�: �1�z,1 2'x2' (U TUBE) T-8 F�OURESCENT IAY-IN FIXTURE - FLAT LENSE �ITHONIA: 2GT8 32U Al2 120 OR EQUA� 2'x4' (4 TUBE) 32 W T-8 FLOURESCENT HIGH BAY FIXTURE. 6" RECESSED CAN �IGHT IN EACH VESTIBl1LE. EXIT �IGHT WITH BATTERY BACKUP �ITHONIA EMERGENCY �IGNT �ITHONIA OR EQUAL EXTERIOR EMERGENCY LIGHT LITHONIA OR EQUAL 30 WATT WALL PACK - BRONZE WAL� PAK DIRECT WP 3Ff-30 NEW 2x2 CEILING GRID WITH DUNE 2x2 ,, REVEA� EDGE TI�ES �9'-10 1/2» $ SING�E POLE SWITCH. TOP OF THE BOX AT A MAX 48" A.F.F. Q MOTION SENSOR SWITCH. TOP OF THE BOX AT A MAX OF 48" A.F.F. � PRICE SCD 24"x 24" NECK SIZE AS NOTED (DRYWALL CEILINGS REQUIRE AMF ALUMINUM MOUNTING FRAME) 24"x 24" PRICE PDDR REQUIRES SQUARE AND � ROUND ADAPTERS (DRYWA�L CEILINGS REQUIRE AMF ALUMINUM MOUNTING FRAME) � VERSATILE CONSTRUCTION GROUP, LLC. 570 East Tracy Road, Suite 610 New Whiteland, Indiana 46184 Ph: 317.535.3579 Fax: 317.535.3581 Job No.: Date Stamped: 14046 02.10.15 Orawn By: Checked By: Scale: kset tab 1/8"=1'-0" CAD FI�E: G:\14046\e100 rc and lighting pian.dwg `�����1111I111//��/ �����-F,���sr � o F� i = No. = _* 19700309 *� -o i � STATF OF i�� � : THIS DRAWING IS THE PROPERTY OF VERSATI�E CONSTRUCTION GROUP L�C AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. SHEET TITLE: � _�� _-_____ _ � _J [�IaS'i�l����:Ii1��:Z�75'/�1:���_��l ELECTRICAL RISER DIAGRAM � — — ( � _ � ( � II � � � � �1L� � ( EXISTING MAIN � DISTRIBUTION PANEL I I FEEDING (3) 100 AMP L _ � 120/208 30 PANELS INSTA�L NEW JUNCTION BOX AND 1 1/4" CONDUIT TO THE NEW PANEL LOCATION. TYP 3 �3) #2 (�) #2 (1) #8 GROUND ., rr______' .. 1L______' — 31A FO R DOOR STRIKE �INES BEYOND THE JUNCTION BOX TO BE REMOVED � NEW 100 AMP 120/208 30 PANEL �OCATION GENERAL ELECTRICAL NOTES: 31A FOR DOOR STRIKE i��� \ \ i � � i����/ �� � ���� � � , �� �' �Y \�� . ��;�� � ��� 27A � � � � 26A ���� � � � � `� � �, �-� � � . � ii `� / ii �� i� `� � n � i �� � � �� n v n � ' "--------- � ---- ------ ��----- �---�-- ' (F------� �------------------------------ -- ---- ---- i r7—i—r7—i—r7—i—rT—i—r7—i—rT----- � ii r i iiiiiiiiiiiiiiiii � 42' 4 i �' iiiiiiiiiiiiiiiii � �� '-' �iiiiiiiiiiiiiiii � ���� c1=1=L1=1=L1=1=L1=1=L1=1=L1=====__� \ � \�P� II II II �s _ I I I I I I " RTU4 �� �� ii � 24A I I I I I I I I � I I II � � I I I r i 42��� 1 B � � ( � � � � � MOVE EXISTING 10Q AMP i i E�ECTRICAL PANELS TO THIS � � �OCATION. RUN A�L NEW � � 29A �� POWER TO THESE PANELS ii ii � i 30A i i 4�" — — — 42'r , i i � � A B C i ii R I I '`�� n. � o � �� �� � � L ---r . ... L----� .. ... 1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN MINIMUM AND INSTA��ED IN 3/4" EMT CONDUIT UNLESS OTHERWISE NOTED. (ALUMINUM WIRE IS 11NACCEPTAB�E.) ANY CONDUCTORS IARGER THAN #10 AWG SHAL� BE STRANOED COPPER. 2. THE CONTRACTOR SHAL� COORDINATE INSTALLATION WITH A�� OTHER TRA�ES AND IN ACCORDANCE WITH THE N.E.C./AND ALL LOCAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHA�L PROVIDE A GROUNDING CONDUCTOR TO A�� EQUIPMENT IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. INSTALLATION SHALL CONFORM TO THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH DICTATES OF N.E.M.A. AL� EQUIPMENT SHA�L BE U.L. LISTED AND HAVE PRIOR APPROVAL BEFORE INSTALLATION. 5. ALL CONDUIT SHALL BE SUPPORTED TO THE Bl11LDING STRUCTURE WITH PROPER HARDWARE A MINIMUM OF 10'-0" CENTER TO CENTER, IN ACCORDANCE WITH THE N.E.C. 6. THE E.C. SHALL BE RESPONSIBLE FOR AL� CONTROL WIRING AND PROVIDING A COMPLEfE OPERATIONA� E�ECTRICA� SYSTEM BEFORE FINAL ACCEPTANCE BY THE ARCH./ENGR. 7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND 8. 9. 10. 11. INSTA�LED BY E.C. METER BASES SHALL BE FURNISHED BY THE ELECTRICA� CONTRACTOR. (IF NOT FURNISHED BY LOCAL POWER COMPANY) NEMA 3 TAP BOXES AND 8x 8 DUCTWAY SHAL� BE FURNISHED AND INSTALLED BY THE E�ECTRICA� CONTRACTOR. 4" CONDUIT FROM TRANSFORMER TO METERING P�INTS SHALL FURNISHED BY THE ELECTRICAL CONTRACTOR AND WIRE FURNISHED AND INSTAL�ED BY LOCAL POWER C0. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBIUTY TO CONFIRM WITH POWER C0. E�ECTRICA� CONTRACTOR SHALL PROVIDE CONDUIT AND A PULL WIRE INTO EACH POTENTIA� DEMISED SPACE FOR TELEPHONE. � ii �-i � � .��i, �_,, �, �� i i i, i f i i n �� i i �i i � i � � i i i � ii � i i� � i `\� � < � _ � /` i i ii i � `\ \. �' �L^�� ;'�' �% ' �` ��� `�`� `�� ,',' /,� �%' � � 28A \`\ �:� `���' ,�� �\� � �� `� � � � � � �� �� \\ �.\�\ ��i �y� i �� � ii �� _ � � �, , � . � ., ��� ��. ,'� �� . � �� � � � �, � � � � i � � � � � �\\i\\\\ �\� �/!/�� \\\ \` I/ �\\\\: I I \� <��� � /�i . �iy��� % ��@ i i ��� i �,' ,� �. r � ��� �� � � i `� � �'' ,'�' � ��� i � � i v / �% � /�il% �\ � �� \ ; ��^� i� � \ ���i�i�/� � � � � ��� ,_, �,���i ��� ii , ���\ �� ��i ���\ ��i _ \�� ��� \�\��\ �ii�/ ����i ��� ��� ii � ii � �� i \�� ��� ii� ��i � � , ,� �,�� ��� „� ,% i� � � , i �\\ �\ ��� ,�� � � �`� �' ��� � j `��� �� `\� � � � � \��\� ��i�i��,_,�9 \��� i � I � �i � � ���� ��i�i� ��� � � �\� ��ii � i �� /��i � ' � � / ' ' � //// I� t��_��� / ') � i � �`. � �i-- `\ �� � � ��� ,�� � i ; � � �,, ` � %� i i ', ��� ,''� i� � �. �,,'� i � �\� �,�� � � � i � �y�� i �f ' ii �� � � �Iq � � � III � ,,, �_ ; , ' �------------------ � n� � -------------- --a �___________________ � i r P���u---- \ ii � � � �\ �\ i� � u� �� �\ �`y� ipi i i iii � � `Tt � ��� I � I I � I�I I � I I � I�I I � I I � I�I I � I I � I�I � II W I � I I � �Tj I I� � t---------------� I � I I I---------------11 I�I I � I I � I�I I � I I � �� I � I I � III I � I I � III I I I III � � ��ll �III I � �� � � I � I �I� � , �__-�, ,�,� �t______________�� �� i � F===� �W � � � �� � �„ i ; \`. ; i�i i� `n � �� ��� � � � � ��� � � i �� �p� �• � i i i ; iii ��' i �� � '�--------------11� F ---------------7 �----------------------�'�'� �' � i i �-------� I j 1 � �d�� I iiw �' . i , i i �,� � � �, � � C I � - ___� -- I �� C _ � i �� �� j�j � � II � I�I � L�' �C-- --------------�—t,-----�tl! � � �tt�� 'ii 19A 17A ' iii ;i4 , �� ITi U� III ui � ,m n� c� �i; ni iii i�.i 13A �i �,� 15A ' �� � � ' ;'; ' � � �, p� � , - , � �,� . - d�d����j� _ �� ----� ---�---�---�---�---�_--�---�--J [���T1���i��I� �����I�� CARRIER 48TCED14A2A6—OAOAO (12.5 TON) RTU 1 WITH ECONOMIZER 208/230/3� No. xx FEEDER No. xx GROUND 60 AM DISCONNECT THERMOSTAT: HONEYWELL VISION PRO 8000 RTU 2 CARRIER 48TCED06A2A6—OAOAO (5 TON) WITH ECONOMIZER 208/230/3� No. 8# FEEDER No. 10# GROUND 60 AMP DISCONNECT THERMOSTAT: HONEYWE�L VISION PRO 8000 RTU 3 CARRIER 48TCED06A2A6—OAOAO (5 TON) WITH ECONOMIZER 208/230/3� No. 8# FEEDER No. 10# GROUND 60 AMP DISCONNECT THERMOSTAT: HONEYWE�� VISION PRO 8000 RTU 4 CARRIER 48TCED05A2G6—OAOAO {4 TON) WITH ECONOMIZER 208/230/3vs No. 10 FEEDER No. 10 GROUND 30 AM DISCONNECT THERMOSTAT: HONEYWELL VISION PRO 8000 110 VOLT WA�L MOUNTED GENERA� PURPOSE OUTLEf �15" A.F.F. TO THE BOTTOM OF THE BOX CAT—SPHONE & DATA �INE MOUNTED �15" A.F.F. TO THE BOTTOM OF THE BOX SING�E POLE SWITCH. TOP OF THE BOX AT A MAX. OF 48" A.F.F. MOTION SENSOR SWITCH. TOP OF TNE BOX AT A MAX. OF 48" A.F.F. WEATHER PROOF 110 VO�T OUTLET MOUNTED TO DISCONNECT ON ROOF TOP UNIT ON GROUND FAULT CIRCUIT INTERRUPTER NEMA #4 DISCONNECT EQUIPPED ON ROOF TOP UNIT • � VERSATILE CONSTRUCTION GROUP, LLC. 570 East Tracy Road, Suite 610 New Whitelond, indiana 46184 Ph: 317.535.3579 Fax: 317.535.3581 Job No.: Date Stamped: 14046 02.10.15 Drawn By: Checked By: Scale: kset tab 1 /8"=1 '-0" CAD FI�E: G:\14046\e100 power and lighting pian.dwg `����\II11II///���/ :����-F'���sT ��F�, i = No. _ _ � 19700309 *a � �J STATE OF � ` '%i:��NALN E����� � : THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP L�C AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESCRIBED NEREIN. SHEEI' TITLE: