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Home My WebLink AboutTW Audi - 2_01A-PERMIT.pdf% � � e 2.02 g. �5 VERT. 2EWF AT 32" O G �e-,o. P)(N 30'_8" ' I ` � REGESSED SLAB I _ FOR LIFL GOORD. - - - - - - - - - - DEPTH OF REGE55 W/ ARGH. AND LIFT q�_p^ r----- -- DVJCS. � F�� __ � � 4 2,_9„ q ��, i i a a r---- EXIST. GONG PIER TO BE ry 2 �2 I I - L S-- l_ REMOVED,TYP.OF 4. � � SIM. I I __�______- -4__-�____----- _---_ _ _�___ � � � � �X _- _ i , ; _- r i -------_ --- , '_ � � I � � � _ _ � � � � T � q9�j,6 � � EXIST. 4'$" 5p. 14 9�T EXIST. 3'-O" SGt. �� 3,. � � FT6. T/FTG.98•_O". 9 G FTG. T/FT6.98•_O'• FIELD VERIFY. 2�2 `3` FIELD VERIFY. I I IS I I TYP. I I REMOVE EXISL FDN. WALL ' I 2.02 I I FULL HEIGHT FOR EXTENT OF 6' I New FooTwes, na. `� I I I I EXISL 24" WIDE FT6. �b � vexisr. Fr�. aa'-o. I I�e PIELD VERIFY. � I,f/ II � � f r-- --� � ,� �J � I I � I : w I I coNrrznc I I 2X �� g o- � e�� cML. � V w � I � LL �L � � I � � - J EXIST. 6'-0" 5Q. I � I I q exisr. 9._0�. sa.� -- Frv. T�rv. aa._o. I I � 2 02 FT6. T/FT6. 98'-O". PIELD VERIFY. I ��b U � � PIELD VERIPY. � y�� I I I _ 1 _J � -------- --J I I o I I is � �o I I zo2 ��" � _ _ _ _ _ _ _ _ _ l - 1 � � I X a � 0 � .�i 0 � N N � 3 a a O � a � LL 0 � V � z E V a � Q O 0 O 0 ti V � 3 a Z L �q_„. ----- �- a L_ 202 T NP. AT MAN S4 DOORS f I � ry0 N � �-- -- �- i r-- --� i � � � � 9 � � 2.0: � � � � � � /�ry� � � /�ry� � If � If I I 12^ GMU �� 12^ GM� J 13'_3' TYP.AT OVERHEAD H C� lUZ r zL - r J _ r z _ -_, -__ � - _ �_ L J � � � L L _ _ J v F N 9 � r -�- � Ff)(Ef ��-i ine•� v-o I� -�� B � � � � � I I � � I I � ,y0 I I L--J r---- _ - I I � �� - I I � � I I I L-�_ J I I I L_ _J 1 L J I Gf 14'-2 3 4" - G/L SLOPIN6 GOLUMN AT BOTBASE PL E IEV. 99'-5". � � L - _ - - J r--� I I e II I s�oPiN� co�. oN L - - � RADIAL LINE � - - � � FROM WORK � � � � TS � � POINT. 1l'P. OF 4. � I � I � L_ _ J I � � � � � � I I I I L---J I I L- -J I I I L__� - I - - �S I I F, I 9 - � � V 2 02 END OF EXIST. � I I wA�� To rz�MAiN � ,e r- I � � � � I I �i � 8" G.M.U. � � I � 3 � � � r-T � r-I-� � � � � I I � � � L---J 202 ii ,e ii i i i � � L v�� I I �-- � IC � � L--- -_ J � L_ _J T r----- � � � � L �J � L--J I � r---- � m � � � 2� - r----, I _J L-a -� r- � EXIST. �'(" SQ. ^ ^ FT6. UFT6. q8'-O" � � RELD VERIFY. 8. i � � � I � I S �� b � � I �� I � � � � � I I _ L_-I__J �� -� � � r-- � � r r- r�Mave emsr. F�N. I I I I I I wA�� To niN. e" aeLOw I I L-- J roa oF s�ne. � L_ _ J I I I I �^� � �� _ _� �=��:: � � �% ��:: �NF�� Ex� r oPEN�N� �, ��%� �� GM.U. TO ATGH EXIST. � / i i/ A�� N. EXIST.6'-6" SQ_ /�� \ Fr�_ r�re. qa�_o. �oP ��0 �.; � r� � r� RELD VERIFY. � � _ , „ r /.. � � 1 r- - ,�,�/ I \ I Z-----� C ----�-- �----�%�' i �:. i �_ �� _� � _� - - __ __ _ __________ - _ _- _________�i� # ________________ __ __ _ ___� �- -- - _ _- _________ I _ _ _ _' - - - - - - , � _ - _ _ __ J-�II� r- � � i i f � „I L_ _J �___ s i i x �__ __� �� illi i I � e oie I'� � I oie 2oi � II zq�-2 va�� I, q" IM. I�i i � � I I�i i I REMOVE EXIST. FDN. I I WALL FULL HEIGHT FOR � I�i i I EXTENT OF NEW I I I I �� I FOOTIN65, NP. I � I lii Illi� � I Illi� � I � Illi� � I m I�ii�� I I i REMO EXIST. FDN. I�� I wn� o Mw. a�� ee�ow I I I I i � TOP O SLAB. I I I�ii� � I �� I I lii I�� I exisr. aa�� wi�e x i2•� I I �6 � � � i i � � THIGK FT6. VEXISL FT6. � � � y I I`-----98'-0. RELDVERIFY.----------------------- J I ? OUTSIDE AGE OUTSIDE FAGE OF EXIST. WALL = `� OF EXIST WALL OUTSIDE FAGE OF NEW WALL � q_� R � � � P 58'-O" (+/-) pIELD VERIFY K - � � J F� 4" TMGK SLAB-0N-GRADE SEE FOUNDATION PLAN NOTES F02 ADDITIONAL INFORMATION. R 19'-O 3/8•' I -3" �P 6 2.02 r-+ _ J � � m L- rJ m - � � Q�� _ � � � � - � � S m L_� r� � � m � � � P � � �'e I I II � � 8" GM.U. I I - � � 9 � , � , L J ��P � L J r - - � �,6 T3 b , 1 � 9 9 �o � � r _ _ _ _ _ _ _ _ _ _ _ _ ' �---- _. _. I 4'-0 3 4"� 40'_O" I I b N I I � �� N I I �P �� r � � I I I - � � r� - 3 � � �.o� I I � � � J L r- i - I � � L- �� u II u � � � � �� II �� _ II II s II v �� L r m � I � i� � � L__ � I'3" WORK m �� /\ 2 O m � � '" 4f m rJ � � 7f � � I� O N 12i I� � 15 N N n � �� . �� r � _ I J O � Q � O Zo � � � O Z � � � � Seal J �..L� L U � �..L� W ¢ °C z VJ � �°z � � v J W 0 Tr^ W � 19700462 STATE OF ;NDIANP • orawlnes 0 Preliminary 0 Bid Sel ■ aermnsec osizsi2ma o consv�Cmo Revisions � 0 � 0 � � A�. �� A.I � FWNDATION PLAN NOTES GENE2AL GONTRAGT02 NOTE. I. GOORDINATE ALL DIMENSIONS WI FWF@,q`QE6JN71W�FI�f�6il`W6@IPY�I�IRHAUPeLWIDTH IS A MINIMUM DRAWW65 FOR DIMEN5ION5 NOT }II�'i�55URE (SERVIGE LOADS) AT BOTTOM OF 24" WIDE FOOTING WITH NI 2. TYPIGAL 6' SLAB-0N-6RADE CA 98EE7Cp�I;V7El2AdCff6@W@@EIIIJEH9ERdAI6�LD VERIFY EXISTIN6 SOIL AT BC 6" THIGK GONG(2ETE SLAB-0N-6 �ERRE�4-PJ,�C�AIB,OTIfl Ti�E5W�0AREK19TM!(5AM(D IkH�I-61@P�6. IF FOO' OVE2 10 MIL VAP02 RETARDER SiM(fi(�EBMGffiAIR��4W�0�BASffJPB�PfHIEI�&&P�i$dWJ11J�LftlLOADIp REPORT. SEE ARGHI7EGTURAL �(HdPfif61-fNiBAG11�0�IlY�RRL9,dvPA1%19tlBIIbI.A�W96LIDJ�RA�K>DOGUMENTINE MAINTAIN A MINIMUM b" SLAB AHE3:9�TIN��PIDHiG6ffARWGGAPAGITYTOTHETHEARGHITEGT_ BASE[ Tl'PIGAL 4' SLAB-ON-6RADE GO S��ND1f1IIQNµS,UFN1��dL90�GOTM�V1Sfl8NIT SUPPLEMENTAL INSTRUQIONS N� � ProjectNUmber 4" THIGK GONGRETE SLAB-ON-G - - R� OVER 10 MIL VAP02 RETARDER GVER b" CAMPA.TE-0 AG6REbATE SUB-BASE PER THE 6E9TEGHNIGAL REPORT. SEE ARGHIIEGTURAL DRAWIN65 FOR MINOR DEPRESSIONS AND SLOPES TO DRAWS. ��- A13-079 MAINTAIN A MINIMUM 4" SLAB THIGKNE55 THRGU6HOUL � 3. PROVIDE GONTROL JOINTS AND/OR GONSTRUGTION JOINTS IN INTERIOR GONLRETE SLABS- ON-6RADE PER DETAILS IA/2 A2 OR IB/2A2 AT EVEN IMERVALS NOT EXGffDIN6 Ib'-0" ON � GENTER, EAGH WAY. a. roP oF s�ne e�evnrroN �ris�ne� = ioo�-o^, �rP�cn� uN�ESS Nore� o1r+�Rw�se. SHIRK & O'DONOVAN sneecnne - CONSULTING ENGINHHRS INC - 5. TOP OF EXTERIOR FOOTING ELEVATION (T/FTG.) - 9B'-8" 71'PIGAL, UNLE55 NOTED OTHERWISE , roP oF wreRloR FooTINe E�EVArION (T/Fre.) = 9a'-4" 7rPtcu, UNLE55 NoTE� oTHERWISE. 3�oenSrwaSONUkioGe.eonu � i FOUNDATIONPLAN b. UNLE55 DIMENSIONED OTHERWISE, LENTER ALL WALL FOOTIN65 UNDER G.M.U. FOUNDATION WORTHINGTON,OH1043085 �� AREA"A" WALLS AND GEMER ALL PIERS AND GOWMN FOOTIN65 UNDER COWMNS. TFL(6i47436b465 � l. PLAN DIMEN5ION5 AT EXTERIOR WALLS ARE TO OUTSIDE FAGE OF G.M.U. UNLE55 NOTED OTHERWISE. 8. UNLE55 NOTED OTHERWISE, ALL ABOVE-6RADE G.M.U. WALLS TO BE REINFORGED WITH HORIZONTAL �� p,� sy � a�u,�,�� ,bINT REINFORGEMENT SPAGED AT I6" O.G. AND ab VERTIGAL BARS SPAGED AT 40" O.G PROVIDE �� SM1eetNUmber 1/ERTIGAL ab BARS AT GORNERS, AT EAGH SIDE OF VERTIGAL GONIROL JOINTS AND AT EAGH SIDE OF <�� _ .ure�swi WALL OPENIN6� (OFFSET REINFORGIN6 FROM ED6E OF OPENIN65 AS REQUIRm TO GLEAR END OF �.�� _� LINTEL BEARIN65 ABOVE). � 9_ PRGVIDE STEP IN FOUNDATION ELEVATION PER 2/2 02 WHERE INDIGATED ON PLAN: (` -) AND � / WHERE REQUIRED FOR UNDER6ROUND UTILITIES. .�*.TM+rt� � � a � /� . O � A PROVIDE STEP IN BOTTOM OF FOOTIN6 PER 13/2A2 WHERE INDIGATED ON PLAN: (�- ) AND s�i��orcw+u+»nrcrw. �ro�m L WHERE REQUIRED PoR UN�ER6ROUND UTILITIK. IQ SEE 2.OB FOR FOOTW6 S.,'HEDULE. II. 5EE SHEET 2.00 FOR STRUGTURAL NOTES.