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HomeMy WebLinkAbout04030186 Building PlansBrenwick TND, LLC 12821 East New Market Street, Suite 200, Carmel, IN 46032 Trustees Hall 12884 Broad Street, Carmel, IN 46032 Drawing Index Cover General Notes and Legends C101 Site Plan A1.1 Footing, (Foundation, 1st FI. Framing SWITCH Roof Framing Plans A2.1 Lower Level Floor Plan SMOKE DETECTOR 1st. Floor Plan A3.1 Not Use - A4.1 Schedules, Details TV JACK Interior Elevations A5.1 Elevations A6.1 Wall Sections A6.2 Wall Sedtions Building Data Code Indiana SUilding Code, 2003 Edition Occupancy 5 Construction Type V-5 NON -SPRINKLED Vicinity Map Ga rm+° i, IN 11b NORTI 4 CONSTRUCTION DOCUMENTS February 20, 2004 t�pEFtlCk °i, o00033389n ose e rc i ec STATE OF IT p 8225 North Washington Blvd. Indianapolis, IN 46240 317-257-6804 -. ,NDI, V ',��i�RC!4T FLAN LEGEND PROJECT LIMIT LINE D�TAIL NUMBER i� SHEET NUMBER 3Alb ENLARGED PLAN/PLAN DETAIL 3141.6 ® E 3 3141.6 N UP > O OR 161 DETAIL REFERENCE WALL SECTION REFERENCE ELEVATION REFERENCES STAIR DIRECTION EQUIPMENT REFERENCE PLAN NOTE ROOM NUMBER ELEVATION MARK F-- EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED DOOR REFERENCES 0 NEW WALL AND DOOR (237<4 STUDS 6 16 ° O/C U.N.O.) BORROW LITE NEW WALL, BORROW LITE, AND DOOR W LL SUBTYPE WALL TYPE ® WINDOW/LOUVER DESIGNATION CEILING DIFFUSER RETURN AIR GRILLE ® EXHAUST FAN & - CEILING MOUNTED FIXTURE A FIXTURE DESIGNATION 9,4 WALL MOUNTED LIGHT FIXTURE WALL T*'RES ALL INTERIOR WALLS SHALL BE TYPE I UNLESS NOTED OTHERWISE I. 5/8° GYPSUM BOARD 2X4 WOOD STUDS m 16° O/C 5/8° GYPSUM BOARD 2. 5/6, GYPSUM BOARD 2X6 WOOD STUDS 6 16' O/C 5/8' GYPSUM BOARD WALL SU5 - TYi=E S Fill FULL THICKNESS SOUND ATTENUATION BLACKET WITHIN WALL CAVITY GENERAL NOTES I THE 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF A SMALL SMALL PROJECT' (A205, 1993 EDITION AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL HEREBY BECOME PART OF THESE SPECIFICATIONS AND SHALL GOVERN THE DUTIES, OBLIGATIONS, AND RESPONSIBILITIES OF THE CONTRACTOR 2 NEW WORK SHALL COMPLY WITH THE LATEST EDITION OF THE INDIANA BUILDING CODE 2003 EDITION AND THE INDIANA AMENDMENTS AND ALL FEDERAL, STATE AND LOCAL ORDINANCES. 3 DO NOT SCALE DRAWINGS. ANY DESCREPANCIES ON THE CONSTRUCTION DOCUMENTS OR BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE IMMEDIATELY IDENTIFIED TO THE ARCHITECT'S OFFICE PRIOR TO COMMENCING WORK 4 PLAN DIMENSIONS ARE TO CENTERLINE OF WINDOWS, DOORS AND COLUMNS UNLESS NOTED. 5 PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF EXISTING FINISH TO FACE OF STUD OR MASONRY OPENING UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF COMPLETING THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER PRIOR TO COMMENCING WORK P, CONTRACTOR SHALL CARRY STATUTORY INSURANCE COVERAGE AND SHOW PROOF OF COVERAGE TO THE ARCHITECT AND OWNER 0 CONTRACTOR SHALL WARRANTY THE WORK FOR A PERIOD OF ONE YEAR OR AS REQUIRED BY STATE LAW, WHICHEVER IS LONGER a Z cr) T ®ca UZ ai CC O CC 0 LU (1) 01 8po V (D -4 OC a '0C LLj a � 0¢ w 8cn� Cn -2 o O LL - 't � a- a:Uj Q ` GENERAL MECHANICAL NOTES 1 CONTRACTOR SHALL PROVIDE DESIGN-BUILC SERVICES FOR THE NEW WORK VERIFY SYSTEM WITH ARCHITECT PRIOR TO COMMENCING WORK SERVICE SHALL INCLUDE SIZING OF THE MAIN RUNS, DIFFUSERS, AND RETURNS. 2 CONTRACTOR SHALL DESIGN THE SYSTEM, THE LOCATION, AND TYPE OF DIFFUSERS AND RETURNS AND REVIEW THE DESIGN WITH THE ARCHITECT PRIOR TO COMMENCING WORK. 3 WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. GENERAL PLU" I5ING NOTES I CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW PLUMBING SYSTEM. SERVICES SHALL INCLUDE THE SIZING AND LAYOUT FOR THE PLUMBING FIXTURES AS INDICATED. 2 WORK SHALL INCLUDE RUNNING OF WATER AND WASTE LINES TO INDICATED FIXTURES, AND THE GAS PIPING TO THE FA^U 4`4D WATER HEATER. 3 CONTACTOR SHALL REVIEW PROPOSED PLAN WITH ARCHITECT PRIOR TO COMMENCING WORK 4 WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. GENERAL ELECTRICAL NOTES :�.. 2 3 CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW ELECTRICAL SYSTEM. SERVICES SHALL INCLUDE THE SIZING OF WIRING, RUNS, AND CIRCUITS. WORK SHALL INCLUDE THE SELESTION OF FIXTURES WITH THE APPROVAL_ OF THE ARCHITECT. WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. EXISTING LINE (HIDDEN) SWITCH c�-•- DIMMER, 3 -WAY (m -- DUPLEX OUTLET O�- SMOKE DETECTOR O SPEAKER � - CEILING HEIGHT - - HOSE BIBS -� TV JACK - a PHONE JACK -® -- ALARM CONTROL PANEL WALL T*'RES ALL INTERIOR WALLS SHALL BE TYPE I UNLESS NOTED OTHERWISE I. 5/8° GYPSUM BOARD 2X4 WOOD STUDS m 16° O/C 5/8° GYPSUM BOARD 2. 5/6, GYPSUM BOARD 2X6 WOOD STUDS 6 16' O/C 5/8' GYPSUM BOARD WALL SU5 - TYi=E S Fill FULL THICKNESS SOUND ATTENUATION BLACKET WITHIN WALL CAVITY GENERAL NOTES I THE 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION OF A SMALL SMALL PROJECT' (A205, 1993 EDITION AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL HEREBY BECOME PART OF THESE SPECIFICATIONS AND SHALL GOVERN THE DUTIES, OBLIGATIONS, AND RESPONSIBILITIES OF THE CONTRACTOR 2 NEW WORK SHALL COMPLY WITH THE LATEST EDITION OF THE INDIANA BUILDING CODE 2003 EDITION AND THE INDIANA AMENDMENTS AND ALL FEDERAL, STATE AND LOCAL ORDINANCES. 3 DO NOT SCALE DRAWINGS. ANY DESCREPANCIES ON THE CONSTRUCTION DOCUMENTS OR BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE IMMEDIATELY IDENTIFIED TO THE ARCHITECT'S OFFICE PRIOR TO COMMENCING WORK 4 PLAN DIMENSIONS ARE TO CENTERLINE OF WINDOWS, DOORS AND COLUMNS UNLESS NOTED. 5 PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF EXISTING FINISH TO FACE OF STUD OR MASONRY OPENING UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF COMPLETING THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER PRIOR TO COMMENCING WORK P, CONTRACTOR SHALL CARRY STATUTORY INSURANCE COVERAGE AND SHOW PROOF OF COVERAGE TO THE ARCHITECT AND OWNER 0 CONTRACTOR SHALL WARRANTY THE WORK FOR A PERIOD OF ONE YEAR OR AS REQUIRED BY STATE LAW, WHICHEVER IS LONGER a Z cr) T ®ca UZ ai CC O CC 0 LU (1) 01 8po V (D -4 OC a '0C LLj a � 0¢ w 8cn� Cn -2 o O LL - 't � a- a:Uj Q ` GENERAL MECHANICAL NOTES 1 CONTRACTOR SHALL PROVIDE DESIGN-BUILC SERVICES FOR THE NEW WORK VERIFY SYSTEM WITH ARCHITECT PRIOR TO COMMENCING WORK SERVICE SHALL INCLUDE SIZING OF THE MAIN RUNS, DIFFUSERS, AND RETURNS. 2 CONTRACTOR SHALL DESIGN THE SYSTEM, THE LOCATION, AND TYPE OF DIFFUSERS AND RETURNS AND REVIEW THE DESIGN WITH THE ARCHITECT PRIOR TO COMMENCING WORK. 3 WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. GENERAL PLU" I5ING NOTES I CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW PLUMBING SYSTEM. SERVICES SHALL INCLUDE THE SIZING AND LAYOUT FOR THE PLUMBING FIXTURES AS INDICATED. 2 WORK SHALL INCLUDE RUNNING OF WATER AND WASTE LINES TO INDICATED FIXTURES, AND THE GAS PIPING TO THE FA^U 4`4D WATER HEATER. 3 CONTACTOR SHALL REVIEW PROPOSED PLAN WITH ARCHITECT PRIOR TO COMMENCING WORK 4 WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. GENERAL ELECTRICAL NOTES :�.. 2 3 CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW ELECTRICAL SYSTEM. SERVICES SHALL INCLUDE THE SIZING OF WIRING, RUNS, AND CIRCUITS. WORK SHALL INCLUDE THE SELESTION OF FIXTURES WITH THE APPROVAL_ OF THE ARCHITECT. WORK SHALL INCLUDE THE PREPARATION OF DRAWINGS, REVIEWING SYSTEM WITH ARCHITECT, AND THE OBTAINING OF ALL PERMITS REQUIRED FOR CONSTRUCTION. EXISTING i I II' i __ I HOLEY MOLEY SAYS ;- �" I Village of WestClay I I I 1 I�3I \1 .1 � 1 DON'T 'y;. I THE VILLAGE CENTER PART 1, 3004 I ' DIG Icy I I "411 BLOCK "B" \" ( BLIND TBM #441 SPANOS APARTMENT BUILDINGS ! I--- E ; ! US S BENCHMARK W 11 I CU ; "X" NORTH BONNET BOLT IN FIRE HYDRANT I I EAT SIDE H00'dER RD. ±100' SOUTH OF CLARIDGE I � FAM ENTRANCE. I I•- ELEVATION - 893.39 OM --- - -- - - - -- - t I - - "IT'S il M. I'I-, I ck:� i � � ITS THE LAW 17 ��\ 0 \\ W s Q E CALL 2 WORKING DAYS BEFORE YOU DIG EX. UNIVERSITY CRESCENT Q 1-soo-3sz-5544 11-1 o� ,�;;', I�- EX. 8 WATER MAIN j -"'� ' ` .� O X STI G CALL TOLL FREE \ \ � I \x ,Z ,, .,//'/,� � \\ 1 i PER INDIANA STATE LAW IS -69-1991. �, � x O � -� ` / \cl� fila a of WestCla ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE ��., a . / 9 .Y . a, w CV F- •� I WITHOUT NOTIFYING THE UNDERGROUND I I I I cn . /'.�="� = N�' �:. SCALE: 1 "=10 ' I� I I t , ���, I THE VILL GE ENTER PART 1, 3004 LOCAl10N SERVICE TWO (2) WORKING I /, �, I N I �� I V �,.,;\ (�'- I DAYS BEFORE COMMENCING WORK. I _ � ,. ,� ,';� I BOCK � C„ 1 C) CURB INLET(�) � I � - - ` , `o ; x I i I II�I�C I� f� I } I I (I I � �1 W R LAN TOWNHOMES W I 3 898 86 I I I ' I I '; `Ca , , / I % - Existing Storm Sewer i< I >< EX. INV -894.46 15" RCP (SW) �c,2 EX. HYDRANT/ I New Storm Sewer LLJ �, I EX INV i` I Existing Sanitary Sewer ! I � ,. I � , 1 --894.46 12 RCP (N I t �-., I I f/ �� I 1 J I EX:_ $ WATE MAIN r EX. VALVE I : o0o New sanitary sewer I 1 ;.% `� 46 12 RCP E I / Existing Contour N I EX. CONCRETE CURB," �. ,�E�X INV�89. O G I / !- - - - -- _ - w _ w M�. - I_ _. _. w.. _.. ._ .w.. ..-.._.. _ _ - ,_, . -. _ _ ..... _. .... , I E STORM SEWER - ELE + - - _. __ � w.. w.. _ .... w.. _................. _..... . ..........._ I _ ,� Existing Elevation _ __�_. _ !.. _ _ i 11 w... .. 1 I z `� J �. - X. I 'n EI �AMIP EX. CONCRE WAL �� -- ! I DDD.DD New Pavement Grade ww_ EX. 8 WATER MAIN- i ... - ...._ �,r �......_._............�.. V¢ .. . _. (a _.,,. �?r-,�--.�_......_. :.r �£ �.. �\ §3\ 000.00 All Other Finish Grades X� VALVE a t 11 ! - 1 I I , Y 4 "s y • :..�. ,, . _I1-11- " i ME Match Existing Grades _ MthE t : ....... it i iF -------- ---- - -- - Eft -.--FENCE ------ -� I % - - - - s� �� w w - _ r I " � w µ - ..� Denotes Elevation and wER _000.0 � - �. � -�� i 4 = I : W-� SANITARY MANHOLE � ��-_ _ _ �M ..__ _. w. - Approximate Pad Size ->;pRM SE ' �,:�� �E(. LIGHT , ':o - -, nti' 1 I _. BEEHIVE 15 S _ '- M '. - - - EX. TC=899.69 _ , EX• I _ .. �. ___.. €I w_ � 1 1 /2 f I ! z I I I X 9' x 18" w/2 Overhang EX. TC -899.95 / ,\' - -_ _ o Parking Spaces - 4 I- ;^r - - �WA-TER . �: �! (g ° ' EX. INV -885.04 8" PVC (E) y� M /_� :,^- //� � _ ; ��- --. ti� LATERAL `� I -- �' T ; I _ S I .. s I - MECHANICAL EQUIPMENT -, - ,� arc. ;� I EX. INV 885.14 8 PVC ( ,---- --, \ - W 1 �, I I Flow Arrow 4" Subsurface Drain l -- �� �W/ SCREENING \ I ^ :., :\� I E oDo.D>o- .. I �. .�-; I -- W. Swale AFL) I - d oG'� t `, G - ' - f I \ -'''� , k iJ 8»...SANITARY SEWER i _ - - I _ w water Main ---�- - tk---------------�. 901.0 �~ 2 ... _ ......-,.....�......_....r.. -- - -1 - ` 900.0 _.. �........._.�...... ..- .............._.. M.. �...._............_-._ _w _......................_...__..._ %,i s. Existing Trees . ,- I 0.94 I_: I ;1 50.00' �` -G--G- Existing Gas Main I 1, � � i . ,� I I EX. BROUGHTON STREET - T T - Existing Telephone EX. ELEC. LINE TO ~� 6� , I g p 1, 1, I ! I 1 I x C.O. \I D L I { -la W- Existing Water Main BE RELOCATED I I 9 �\ -------�L _____ _________`,-1 13 LF PROPO E- Existing Electric Line ! z PROPOSED 6„ °M xT 8999 _ `� -E EXISTING PVC � 1 , �,�; �,...: �'. i a °°° Existing Flowline I 1, ¢ , w.,, I f' 1.. „- v L SANITARY SEWER SPECIFICATIONS • I I • ! J STAIRCASE SEE ;^w• ,.3 I 1 ~, 1, 't' QBE USED FOR PRIVATE SEWER DEVELOPMENT _ _ _ _ _ _ _ _ _ Vll*e of WestClay I ! tr TRUSTEES SANITARY I . - f `t� ` . ,�- , `c�' < ,IN - - Existing Overhead Utilities ARCHITECTURAL PLANS}� IJ u t `) f•' CLAY TOWNSHIP REGIONAL WASTE DISTRICT THE VILLA'G� CENTER PART 1, 3004 Q BUILDING LATERAL MIN. 2� I M , y,,,. = - EXISTING FFE Finished Floor Elevation ' I SLOPE. I I ��_ / _898 5 t ,� STAIRCASE, SEE .=/;! REVISED MAY, 2002 UNIVERSITY GREEN -UJ-P-- 901.7 / I <` - , /, //" Village of WestClay \ I W FEE= 901 I 11, 8 901.7 :� I - t " (�' - ARCHITECTURAL PLANS �/ 1. Standard specificotans of the Clay Towrnhq Regional Waste District V) U f' ' °f� EX. AMP-... ' ��:;� i- //� (District) and Indiana Department of Transportation shall apply for all work '� `J,} BUILDING=180 SQ.FT. ,fti ;� I THE VILLAGE CENTER PART 1, 3004 PPY :` l•_ , '} 'f and materials. Pipe shall be installed in accordance with Section 715 of I s ? .)' % the latest edition of the Indiana Deportment of Transportation Standard I �N 9 - \N o ���> I �` ; � 1 - -BLOCK-D �. I # ecification. 1. ALL GRADES AT BOUNDARY SHALL MEET EXISII . G GRADES. I i PLUS B A M E N T L r`� 4 x' ¢ �� I = �` 1 NOTE: CONCRETE APRON AND CASTING SHALL BE 2. Sanitary sewer pipe shall be PVC m accordance with ASTM D-3034 i:�: ` •\-/ -�/r , ! ,, $ INSTALLED SO THAT THEY DO NOT (S.D.R. 35) and ASTM 2321. PVC pipe shat have o grooved bell and I a I I 1 VT' s v .; MINIMUM 1" CLEARANCE FROM TOP OF ! I - - _ CONTACT THE LATERAL OR LATERAL CAP_ CAP -JO BOIIDM-OE-CASTING - - g et. The pipe shall be made of PVC plastic having a cell classification or12454B. 2. IT SHALL BE THE RESPOJSIBILITY'OF EACH CONTRACTORI TO "i>=:<0: _ _ Q I EAST JORDAN IRONWORKS MODEL VERIFY ALL EXISTING UTILITIES AND CONDITIONS I I �" EXPANSION JOINT STAIRCASE, SEE t y I I I 1755 CASTING, LETTERED 'SEWER" AROUND LATERAL 3. PVC sewer fittings shall conform to the requirements of ASTM PERTAINING TO HIS PHASE OF WORK: IT SHALL AL�'O Br -HE !• " I s r I � I- I 6" PVC CAP FlNAL GRADE 0-3034-89 specification. Fittings in sizes through 8" shall be molded in CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER6 OF ! `' ARCHITECTURAL PLANS 1 ° I m I one piece with elastomeric joints and minimum socket depths as specified 50.00 1 20.94 } I = O W I i in sections 6.2 and 7.3.2. Fittings 10• and larger shall be molded or VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOE ! ME / < _. 4 I I Q I I 3s• x 3s" x s' CONCRETE fabricated in accordance with section 7.11 with manufacturers standard pipe THE I s�j : z �s C� APRON WITH FIBERMESH .. 11 y' 6" PVC PIPE bells and gaskets. Wall thickness of fittings shag be SDR 26 as defined ,n EACH UTILITY BEFORE W RK IS STARTED':, THE CONTRAGITCR I 900.89 -,k ` I I I � ' I F;ye", `<' `'-. P i 900.0 � ( (- REINFORCEMENT. i..;y„} : +/ 1• fvii7f section with of specifications. crus. Gaskets for elof 0.2 s Dints shall be r r + L �� I I I PLACE MINIMUM 10" DIAMETER 7}si + - f: + v Y i' molded with a minimum cross-sectional area of 0.20 square inches and SHALL NOTIFY IN WRITIN THE OWNER OR \THE ENGINEERNF ! J_ z �, z • . I I t �- t (s• x 6" x 6• TEE -WYE conform to ASTM F-477 specification. , r� - W 1- HDPE PIPE AROUND LATERAL , } �i ) ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE \ ! \ Y ` `S i Cif I I PRIOR TO BACKFlWNG. HDPE it�f• '` r I �' i t MINIMUM 4" CONCRETE CAP FROM IQ`,; i' I (� f I I (. 4. AN sanitary manholes shad be "precast concrete manholes in I f ) U sc I PIPE TO EXTEND INTO y1 �3 i •yJ . THE SPRING UNE TO 6. OVER PIPE, PLANS OR IN THE FIELD BEFORE WORK IS Sf,ARTED OR RESUMED ¢ i ,, r�, ., . ,� , r , accordance with ASTM C-478 and Section 720. 0 -rings shall conform to w.,x I CONCRETE NOT TO EXTEND BEYOND FIRST PIPE I ! 901.0 RELOCATED I ^e I z I t +-4 + %t'• _ ' " C-443. Kent Seal or equivalent shad also be applied to all joints and EX. ELEC. LINE TO + i I � L_,_J `11 I JOINT OF WYE. MINIMUM CONCRETE between riser rings and castings. Manhole step If % U 4>. FLOW STRENGTH OF 3500 PSI, 28 DAY 9 9 P sP9 shall be no more 3. STANDARD SPECIFICATIONS FOR THE CITY OF CAMEL } i \ I II it i I ,.� r . , i COMPRESSIVE STRENGTH. 9 8 STONE BELOW CONCRETE +r4' +i ' }r i + + ' than 16 -inches. Manholes shill be air tested for leakage in accordance SHALL APPLY FOR ALL TORM SEWERS. w BE RELOCATED I �,` I I >� I APRON TO PREVENT (�: -,J :� ��` �� t:' with ASTM C7244-93, Standard Test Method for Concrete Sewer Manholes I + ^" % I I SETTLING. EXTEND TO by the Negative Air Pressure (Vacuum) Test. r W I 6" SEWER LATERAL I I Ci € 3 �^ = ' -LLv • t UNDISTURBED EARTH. / / / ! I 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL I �` Z �� sit I I i N �� + - - CLEANOUT TYPE 2 A Installation and operation of vacuum equipment and indicating devices EX. 8" SANITARY SEWER I I I E 50 � `/W i I - must be in accordance with manufacturers recommendations and WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.`'`, I ! C� I I t-�, + (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS performance specifications which hove been provided by the manufacturer I I \� .�^ BEYOND THREE FEET OF BUILDING and accepted by the Engineer. The vacuum equipment must be capable of I \ I I >� _ I testing the entire manhole, including the casting and riser rings. 5. THE SIZE AND LOCATION I OF EXISTING UTILITIES SHOWN `ARE I w, 1 1, I � 1 t I I TYPICAL CLEANOUT DETAIL 1 l EX. ELEC. LINE �'� t I e 8. With the vacuum tester set in place: PER INFORMATION PROVIQED BY THE RESPECTIVE UTILITYI\ * \ 1 I t f., : :s . c ' r"�C �'=J �� )�; 1. Connect the vacuum pump to the outlet port with the valve open. COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFI : D, ! =� � << '� J �� �?t, 2 Draw o vacuum of ten (to) inches of Hg. and close the valve.P PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF .�2° I f�Tl r u ¢ SERVICES. } ; \ I , \ EX. HORSE SHOE PIT I ' I I l? i - I I C. Accepted standards for leakage will be established from the elapsed I ; I° time for o negative pressure change from ten (10) inches to nine (9) I I ' ' / s l [Aiw I inches of mercury. The maximum allowable leakage rate for a four (4) 6. SERVICE WALKS SHALL 6� NO REINFORCED CONCRETE �' �� I "" NORMAL GRADE foot diameter manhole must be in accordance with the following: \ � � . W 1/4" PER FOOT g: I 1111111 fr MIN. -1/8 PER FOOT THICK AND 4' IN WIDTH.I I (���' ��'� tt c.) I \. C\ - \ //� � v i I r I w Z ( Minimum Elapsed Time for a ` / - E I . , . t £ Z _; I Manhole Depth Pressure Change of 1 Inch H J J ` r I " x I I CONNECTSERVICE TO IST NG P 9 7. EXPANSION JOINTS ARE 0 BE PLACED AT ALL WALK I ; I . ,, d�I . ` L - I , Q i' FUTURE CONNECTION. 10 feet or less 60 seconds ' INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. I � �" it X s I PLUG SHALL BE ABLE ISOMETRIC PLAN >70 Feet but d5 feet 7s seconds _ 13. All mandrel testing shall be observed by a professional engineer Q) W IxtJ I I ;h I I TO PASS AIR PRESSURE >15 feet but <25 feet 90 seconds representative for certification and a representative of the District. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN ! � 11 I� I J.<11Y I r TEST REQUIRED FOR I , J I `' i I SEWER MAIN. For manholes five 5 feet in diameter, add an additional fifteen 15 14. The ends of laterals are to be plugged tight with a braced plastic disc EXPANSION JOINTS, CON'�RACTION JOINTS AND `• I �`, �aJ I I/ , ¢ I USE 6" SEWER PIPE MIN -\ seconds and for manholes six (6) feet in diameter, add an additional thirty or cap capable of withstanding a low pressure air test without leakage. PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH { �� '! s ` UNLESS OTHERWISE I I' \ nJ` i '�� "� J I I SPECIFIED' MAX' MAIN (30) seconds to the time requirements for four (4) (Dot diameter CONTRACTION JOINT EVE Y 20' OR LESS. n '�`� �S I I I SEWER manholes. For all manholes deeper than twenty-five (25) feel. Engineer 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6 -inches ! V 7 �I "\ -' I I will determine the applicable minimum elapsed tima, below the pipe to 12 -inches above the pipe. Bedding for rigid pipe shall ,` %k > j .3 Z�," ( pp I i APPROX. 90' pp p be No. 8 crushed stone from 6 -inches below the pipe to the spring line of 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ! ��n` ^�'s ' j I!, LONG RADIUS D If the manhole fails the test, necessary repoifs must be made and the pipe and from this point to 12 -inches above shall be fill sand or i'� . ' T>:. I f. ^; i W I SECTION A -A the vacuum test and repairs must be repeated until the manhole equivalent. Manholes shall be placed on no less than 6 -inches of No. 8 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. F `��- ��'' , , � . `r I passes the lest. crushed stone bedding. \ � " _'" . C` . 1\1 '' , i'� '� I I I I I /4 E If manhole joint sealants are pulled out during the vacuum test, the 16. Water and sewer line crossings and separations shall be in accordance 9. ALL CONS RUCT10 •, ACTIVITY ON HIS SITE TO BE f � `fi -, ^'� 5z cw t"T .) ) I i , I"I k I I I I DIAMETER AS SPECIFIED manhole must be disassembled and the joint sealants replaced. with 3271AC 3-6-9. PERF+RMED 0 PLIA10Ei WITH APPLICABLE O.S.H.A. �1' I f"` -- I - j �) ) I `�` I ON PLAN OR SCHEDULE M � '1 ` �� I �� I �': ; f L C) I F. Manholes will be subject to visual inspection with o visual leaks being 17. Trench shall be opened sufficiently ahead of pipe toy ng to reveal STAN _ARDS _ W R�AEETK- - - - - - - - - - - - - (, `l) repaired. obstruction, and shall be properly protected and/or barricaded when left \ O) 0\ \,C) P P P Y _�) 11, ,. \_. I rJ�..L.J �� �. A unattended. •. ` �' / �\ ��'1 _) J� \ i' _ - %� PLAN VIEW 5. Butyl rubber coating shall be applied around each rnanhole joint from 10. CONTRACTOR SHALL MIN MIZE\DA AGE TO EXISTING TREES. „�; � ,\ ,�1' I; " t 6 -inches above to 6 -inches below each joint. The a(propriote primer shall 18. No water shall be permitted to flow into the sanitary sewer system �- I � r ' 'y/ ` �� �'�`�-1 �'l ; ' I CONNECTION TO MAIN SEWER 2 be applied prior to applying the rubber coating. Insida joints to be filled during construction. Contractor shall utilize a pump to keep the water `�N' + ) - 1 I C101 with precoat plug material. level below the pipe. Pump discharge shall be directed to a storm outlet -� \ - ` I � � �1 I ` , : in accordance with state and federal laws and regulations (327 -IAC 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELDTLE 1 ` -7 - o � EX, 1.5 1/2 R/W EX, 28,5 172 / - � � \ - --� ); ` . 6. The manhole chimney's including all riser rings shall be sealed using 3-6-20). Any pipe entering existing sewers shall be plugged with screw CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES _ 1 -1 \ \ F !- f + � 1 I I I 6'-0" Infi-Shield "Uniband" or approved equal. Prior to placement, the top type mechanical, braced plug until such time as all tests on the sewers INTERCEPTED''TO BE PERPFtTUATf�D-I �AiTO ST,OR SEWER ('. y j o;' �;.� ` i j ! ' 4 -inches of the manhole cone and casting frame 51,m1 be cleaned and, have been completed and the lines have passed all punch lists. I � primed. The Uniband shall extend from 3 -inches below the top of the % SYSTEM`OR' LAKE. THE �BCONTRA TOR SHA \L NOTIFY I -- I "✓ ��� `�� 'o : cone section to 2 -inches over the songs of the manhole casting frame. 19. All sewer laterals installed by the mainline Contractor shall be bedded _ / / ��) ` I the some as the main line sewer. WRITING T�iE OWNER -A D THE ENGINE ,RrIN AN� i P 7. The costing elevations are set b Ian. However, the castings are to be I 1L. .' - 9 YP 9 CIRCUMSTANCES HERE I CAI NOT BE' -ACC MPLISHED !-' .' m . :• .. '. adjusted in the field by the Engineer's representative, should a discrepancy \ \ / 1 �' 1 N occur between plan grade and existing grade. New manhole ring and cover 20. Forty-eight (48) hours notice shall be given to the District prior to the Q' : • v -'\ \ \ /� \ / I ; I . ' . :p -� : ' , '... ..: - shall be installed to establish grade. Maximum height of adjusting rings start of sewer construction. Also, 48 hours notice shall be given prior to 12. ALL FILL `AREAS SHALL B�COMPACTED TO AT LEAST 95 O'�\1 C' . : 'w o.+` shall be 12 -inches. doing any testing done on the sewer. PERCENT V THE-MAIXIMUM DRY DENSITY (ASTM D-1557). FILL � _-% /, )� `z \, I I , "• w:. �a X 8. Backfill around all structures and all cuts under paved areas with 21. Manhole castings shall be stomped SANITARY SEWER, Neenah Costing R I 1 '.a. Q- Q.' 9 P 9 / w Q` -.. (0'. ,• granular material. Trenches opening within 5 -feet of paved roadways shall 1642A or equal and be self-sealing type. The casting flange shall be 34 UNDER THEA FOOTING SHALL BE COMPACTED TO AT LEAST 95 ^r \ I I "':o . �'Z, a.. ,.p.. � `. - be backfilled with granular material in accordance with Section 211. Backfill inches and the clear opening shall be 24 inches. Waterproof castings shall under sidewalks shall be ranular, unless the walks are constructed a � '�. I I I1 I _ � ''. � Q ;�­ W* -' ' = ' ' ' '� Q .: '. 9 be Neenah R -1916-F1 and stamped SANITARY SEWER. Pt RGENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 0 �'0, . - P I N a ;.a �Q• minimum of 6 months offer backfill has been in place -� I ; I I 22. The minimum slope for sewer acceptance by the Clay Township Regional 13. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND �.' '�I / ((� \ I = 9. The Contractor shall be responsible for verifying that all state highways, Waste District are: IA city, and county permits have been obtained by the developer prior to start �� i ���' BEEHIVE I I 1:10 1:10 of construction. Size of Pipe Minimum Constructed Slope CHAIRBACK CURB ARE TO FACE OF CURB. C, - 1 �. 11 I 111; 4'-0"-� - F ISL8-inch 0.40% EX. TC -899.01 wit The Contractor shall be required to furnish the developer's Engineer 10 -inch 0.28% with o set of prints, marked in red pencil, showing actual sewer locaion14. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE i �4�Z I I 1PLAN VIEW 12 -inch 0.22% - I I ! and invert, to include lateral location, depth and length. Such "as built" TO BACK OF CURB 15 ch o.15% I I prints must be received by the Engineer before the final contract payment I 18 -inch 0.12 I I , I can be authorized. The sanitary sewer laterals and stubs termination shall I N�' I I I i I 1 s -0" be indicated on the surface with o metal fence post set immediately above 23. The Contractor shall provide measurements of the slope of the sewer 15. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH I I I I ! ����JJJJI_ � � I I : I MAX. 1:12 the said termination point for each manhole section as construction progresses. Such measurements LOCAL GOVERNING AUTHORITIES. CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE shall be certified for a Registered Land Surveyor or Engineer and or 11. All sanitary sewer lines upon completion will be required to pass a low available on-site for observation by the Oistrct's Inspector. No more than DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS PAVEMENT pressure air test. Said feet shall conducted according to ASTM three manhole sections can be constructed in advance of such 1417-92, and shall be witnessed by an Engineer and n representative of measurements. 16. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF the District. The testing shall be in accordance with Table 1. Add 0.5 THE BUILDING FOUNDATION WALL. AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO °- `- - si for each foot of water above the sewer line beim tested. BUILDING ADDRESS 12884 BROAD STREET P 9 I to In the event the Contractor does not meet the minimum slopes, the I 12. Deflection tests shall be performed on all flexible" sewer section and any other affected sewer sections shall be reconstructed CLEANOUT. FURTHERMORE C.T.R.W.D. SHALL BE NOTIFIED PRIOR ° °° " - P 'Pipe after the final to meet such minimum slopes. 17 SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & , - - - - - - - backfill has been in place at least 30 days. No pipe shall exceed o vertical I C. 2' CONC- ROLL CURB deflection of 57 deflection test results. ("The following are considered 25. Laterals are to be traced with a minimum size of 14 gouge wire from BUILDING SQUARE 700TAGE. TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D. .non -flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). the wye to the terminus. The contractor for the building or home will SECTION A -A The deflection test shall be performed with a nine -point mandrel. Proving extend the wire from this terminus to the building cleanout adjacent to the 18. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND DOCKET NO. 04020002TAC (317) 844-9200 CANDY FELTNER. WHEELCHAIR RAMP DETAIL 3 rings shall be available. building. CONTRACTION JOINTS LOCATIONS. clot rri z in W En,ww ww = J J m U � :z a. ¢a.� cr- w in z W 0 E, m o �c� �2 ¢C)M NN d - CD ,,-,"- M r`) (rji.-: ,­ c. w m m o N r7 \\\\\\\\\\p 1 l 1 p 11 l l l l Ill////////, rrr/r/r, �\, T. B� , Q. . ' •Q 0� .��t;1STER�O �F/ No . 0000075 ZZ ?� STATE OF :'� ,O'er JNDIAN4% �� ,,,/ FS '...-. ..,.. .. �, '///////, /0fIN, I {11 1t1�\ \\\`.`\\ / - �,,..L. DATE: 1/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) kql Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation- Engineering DATE: ) 02/02/04 1238.031 DRAWN BY: IZ � � O DEVELOPMENT SITE r-4 �- I N:\1238\031\DWGS\C101.DWG C-) XREF: 005BS.DWG, 3004BS.DWG -�---D � XREF: � C cs� n (a n 0 ~ zz� � z�z W � 1---I O T ) W � � Q .- ::n� W r wE-I � � V) �2-- P4 DATE: PROJECT NO.: 02/02/04 1238.031 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT SITE PLAN DRAWING FILES: N:\1238\031\DWGS\C101.DWG XREF: 031-BS.DWG XREF: 005BS.DWG, 3004BS.DWG XREF: BLK-C-BS.DWG, SITEMEET.DWG XREF: SPANOSAPTS.DWG, UNIBASE,DWG XREF: SHEET NO.: C cs� n (a n 35'-11" 1 TRUSS #1 DETAIL SC,4LE 1/4" = 1'-0° DESIGN LOADS: TC 20 LB. L.L. 15 L5. D.L. BC 10 L5. Ll - 15 LB. D.L. 0'-4': 2-2X8 4'-S': 2-2X10 6'-12': 2-2X12 ROOF SHEATHING: 5/8' PLYWOOD SCREWED •��=0 NMI MA'Alky, SCALE 1/4' -1'-0' NORTH cf� r - DROP WAI41- 11-41 I I I L MEMBER SPACING AND SIZING PER MANUFACTURER I � INCLUDING RIM JOISTS OR RIM BLOCKING Z TRUSS #2 DETAIL DESIGN LOADS: 50 LB. L.L. 20 L5. D.L. s o' I ----------I 4/A( .2 L ----- / PLATE NONp SHRINK K GROUT) 11' -6 ° ---------- -- 0 � cl — — — — — — — — -- — IF m r_--_-_ I I L— I 3'-61 X 3'-6° X 1'-01 W 5 - 15 RF -BARS EACH AY 4X6 POST W/ SIMPSON CC66 COL. CAP SOLLID BGROUT BELOW 5E TREATED 2X8 FRAMING FOR STAIR LANDINGS. PROVIDE 4 - 2x12 STRINGERS PER STAIR RUN SEE DETAIL X/A4.1 ------ --� DR PWALL'-4°Q 2 O j 2 I I I Art 1L 2'-01 X 1'-01 W/ I 2- 05 REBARS I - .J LL — I FOOTING Lu I `� / I 3 -6 X 3 40 X 1 -0 W/ I 5 - »5 REBARS EACH WAY cn —`•tet I IT REVISE LOWER O I � 2Q 3/18/04 I _ _ _ — -T `" � TRUSS » 2 w I Fp y( — TRUSS » 2 _ _ w F- - �— — w SW.`I rt _ I I CC66 COL. CAP _ �— AND ABA66 COL. BASE SIM SON HSA HINGE ` I �— O I I I — � � I MEMBER SPACING AND SIZING PER MANUFACTURER I � INCLUDING RIM JOISTS OR RIM BLOCKING Z TRUSS #2 DETAIL DESIGN LOADS: 50 LB. L.L. 20 L5. D.L. s o' I ----------I 4/A( .2 L ----- / PLATE NONp SHRINK K GROUT) 11' -6 ° ---------- -- 0 � cl — — — — — — — — -- — IF m r_--_-_ I I L— I 3'-61 X 3'-6° X 1'-01 W 5 - 15 RF -BARS EACH AY 4X6 POST W/ SIMPSON CC66 COL. CAP SOLLID BGROUT BELOW 5E TREATED 2X8 FRAMING FOR STAIR LANDINGS. PROVIDE 4 - 2x12 STRINGERS PER STAIR RUN SEE DETAIL X/A4.1 ------ --� DR PWALL'-4°Q 2 O j 2 I I I Art 1L 2'-01 X 1'-01 W/ I 2- 05 REBARS I - .J LL — I FOOTING (P 2/A6.1 DROP WALL 1'-4° 2 1 I L z 7-11 I 6X6 POST W/ SIMPSON CC66 COL. CAP _ — — — — ml AND A5A66 COL. BASE _ SOLID GROUT BELOW—J L STANDOFF PLATE — J l I _ (NON SHRINK GROUT) — — — — — I I 3'-6' X 3'-6° X 11-0"W/ 5 - 05 REBARS EACH WAY ul I I tRUSS_» 2 _ _ — M CC66 OCOL .CAPMPSON I — — — — — ANDABA66 CG BASE — I I �— SOLIp GROUT B« - LOW I 3AND OFF '-6° X 1'-0° W/ ( T) TRUSS » 2 I I I — 5 =»5 KEBABS EACH WA1� — — _ — NK — — I _f �. I 4 1 ------------- — — —---------------- ---------------- ------------------------------ `1 m m' 4/� SEAM SCHEDULE: 4° 14° 2 0 141-4' I I I I I I I I I I JI I I B-1: 5 1/ X 5-2: 3 1/2' X 11 -1/8° FLOOR SHEATHING: 3/4' TECs PLYWOOD GLUED AND SCREWED CONCRETE WALLS: 4000 PS FOOTINGS: 3000 PS 14'-4° DROP FOOTING / FOL)NDATION / 1ST FL, FRAMING PLAN SCALE 1/4" - T-0" 1 PSL AM PSL NOTE. BRACE FOUNDATION WALLS FOR BACKFILLING UNTIL 18T FLOOR FRAMING AND SHEATHING IS INSTALLED JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE RICl� 00033389 m - —STATE OF rNDIANP. CH'ITEG` The VillalC1e of Weay Trustees Hall REVISIONS Lu I `� / I 3 -6 X 3 40 X 1 -0 W/ I 5 - »5 REBARS EACH WAY cn —`•tet I IT REVISE LOWER LEVEL PLAN 2Q 3/18/04 I _ _ _ — -T `" TRUSS » 2 RJUCzI-1-IN ONLY Fp y( — TRUSS » 2 _ _ w F- - �— — — — —I ----------- I— SW.`I rt 6X6 POST W/ SIMPSON I CC66 COL. CAP _ �— AND ABA66 COL. BASE SIM SON HSA HINGE ` I �— SOLID GROUT BELOW C NECTI _ — _\SUMP �'_" T I I — STANDOFF PLATE I i (NON SHRINK GROUT) — — — —� —� — — —° ° ° sump SIMP50N HCA HINGE TRUSS » 2 1 (P 2/A6.1 DROP WALL 1'-4° 2 1 I L z 7-11 I 6X6 POST W/ SIMPSON CC66 COL. CAP _ — — — — ml AND A5A66 COL. BASE _ SOLID GROUT BELOW—J L STANDOFF PLATE — J l I _ (NON SHRINK GROUT) — — — — — I I 3'-6' X 3'-6° X 11-0"W/ 5 - 05 REBARS EACH WAY ul I I tRUSS_» 2 _ _ — M CC66 OCOL .CAPMPSON I — — — — — ANDABA66 CG BASE — I I �— SOLIp GROUT B« - LOW I 3AND OFF '-6° X 1'-0° W/ ( T) TRUSS » 2 I I I — 5 =»5 KEBABS EACH WA1� — — _ — NK — — I _f �. I 4 1 ------------- — — —---------------- ---------------- ------------------------------ `1 m m' 4/� SEAM SCHEDULE: 4° 14° 2 0 141-4' I I I I I I I I I I JI I I B-1: 5 1/ X 5-2: 3 1/2' X 11 -1/8° FLOOR SHEATHING: 3/4' TECs PLYWOOD GLUED AND SCREWED CONCRETE WALLS: 4000 PS FOOTINGS: 3000 PS 14'-4° DROP FOOTING / FOL)NDATION / 1ST FL, FRAMING PLAN SCALE 1/4" - T-0" 1 PSL AM PSL NOTE. BRACE FOUNDATION WALLS FOR BACKFILLING UNTIL 18T FLOOR FRAMING AND SHEATHING IS INSTALLED JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE RICl� 00033389 m - —STATE OF rNDIANP. CH'ITEG` The VillalC1e of Weay Trustees Hall REVISIONS Lu I `� / I 3 -6 X 3 40 X 1 -0 W/ I 5 - »5 REBARS EACH WAY cn —`•tet I IT REVISE LOWER LEVEL PLAN 2Q 3/18/04 I _ _ _ — Fp y( I/A6.2 61 m FD WH O TRUSS»2 OVERFLOW DRAIN I SIMP50N HCA HINGE TRUSS » 2 1 1 CONNECTION (P 2/A6.1 DROP WALL 1'-4° 2 1 I L z 7-11 I 6X6 POST W/ SIMPSON CC66 COL. CAP _ — — — — ml AND A5A66 COL. BASE _ SOLID GROUT BELOW—J L STANDOFF PLATE — J l I _ (NON SHRINK GROUT) — — — — — I I 3'-6' X 3'-6° X 11-0"W/ 5 - 05 REBARS EACH WAY ul I I tRUSS_» 2 _ _ — M CC66 OCOL .CAPMPSON I — — — — — ANDABA66 CG BASE — I I �— SOLIp GROUT B« - LOW I 3AND OFF '-6° X 1'-0° W/ ( T) TRUSS » 2 I I I — 5 =»5 KEBABS EACH WA1� — — _ — NK — — I _f �. I 4 1 ------------- — — —---------------- ---------------- ------------------------------ `1 m m' 4/� SEAM SCHEDULE: 4° 14° 2 0 141-4' I I I I I I I I I I JI I I B-1: 5 1/ X 5-2: 3 1/2' X 11 -1/8° FLOOR SHEATHING: 3/4' TECs PLYWOOD GLUED AND SCREWED CONCRETE WALLS: 4000 PS FOOTINGS: 3000 PS 14'-4° DROP FOOTING / FOL)NDATION / 1ST FL, FRAMING PLAN SCALE 1/4" - T-0" 1 PSL AM PSL NOTE. BRACE FOUNDATION WALLS FOR BACKFILLING UNTIL 18T FLOOR FRAMING AND SHEATHING IS INSTALLED JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE RICl� 00033389 m - —STATE OF rNDIANP. CH'ITEG` The VillalC1e of Weay Trustees Hall REVISIONS , 3/5/04 WEIIG�UCE ATION I IT REVISE LOWER LEVEL PLAN 2Q 3/18/04 INCRTRUSS EASE WALL WEIGHT Footing / Found. let FI. Framing Plan Roof Framing Plan date: February 20, 2004 NORTH project: scale: As noted coord.: JMA drawn: JMA checked: JMA A1.1 "' ROOF PLAN SGALE I/S" NORTH LOWER LEVEL FLOOR PLAN, SGALE 1/4" = 1'-0" NORTH 5C -ALE 1/4" = 1'-0" NORTH • JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE FLANNOTES (Y I. 1-1/2" DIA, WOOD HANDRAILS W/ S.S. BRACKETS 0 4'-0' O/C MAX. 2. 5 - 20' DEEP WOOD SHELVES - PAINT 3. POLE AND SHELF 4. 2 - s" DEEP WIRE SHELVES 5, 20'X40' ATTIC ACCESS PANEL 6, 1-1/2" CUT BLUESTONE 0/ 4" CONCRETE SLAB O/ GRANULAR FILL 1. I'-1/2"CUT BLUESTONE O/ I'A" MORTAR BED 0/ CONCRETE SLAB. SEE DETAIL 4/A6.2 5. 3'X12' CUT LIMESTONE BORDER, SEE DETAIL 4/A6.2 9, WROUGHT IRON HANDRAIL 10, 4'X4' RECESSED WALK -OFF MAT (FLUSH WITH TILE FLOORING) 11. 4" CONCRETE RAMP 0/ GRANULAR FILL. DOWEL INTO PORCH SLAB W1 4-04 EPDXY COATED REBARS 12. PROVIDE ICE B WATER SHIELD EAVES AND RAKE 13. CONTINUOUS SHINGLE OVER RIDGE VENT, EXTEND FROM RAKE TRIM TO RAKE TRIM 14. RETURN GUTTER TO SIDING 15, ALIGN WALL W/ BEAM/COLUMN 16. ROUGH -IN PLUMBING FOR FUTURE TOILET. I�. 11/2' WIDE WROUGHT IRON HANDRAIL W/ BRACKETS AT 4'-0" MAX. IS. WROUGHT IRON GUARD RAIL. SEE DETAIL S/A4.1 19, HANDICAPPED GRAB BARS AND ACCESSORIES �rJjx% tistt�rr. eeti gyp, ........... trio `r, i .��•' P�GISTERF�•.,•C$� �i� O 00033389 <� STATE OF The Vm111ae of � WeslClay Trustees Hall REVISIONS A3/S/04 NEE FOUNDATION LOWER A23/15/04 LEVEL PLAN INCREASETRUSSDEPTH NCR ASE WALL First Floor Plan Lower Level Plan date: February 20, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA A2.1 �nntD cr"L1C1"�I II � 1 /tI I IA P;= SPtS ci�c,�n nr l Sr -u1 d�� I I 11 �IVr1 i��••��-•V 1. ENTRANCE LOCK 4. PASSAGE LATCH 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS CLOSER CARPET BY ALLOWANCE (s30 PER S.Y. INSTALLED) L-ILI Aiammgm WEATHERSTRIPPING FLOOR 2. CLOSET/STOREROOM LOCK 5. SINGLE DUMMY TRIM 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS SOUTH ROLLER CATCH Al bin 6. CLASSROOM LOCK 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS NEE■vim W -I PT -2 PT -I . PT -1 PT -I EXPOS. 002 UTILITY CONC. W -I PT -2 PT -2 EXPOS. PT -2 EXPOS. REE 003 TOILET CONC. W-1 SINK PT -2 PT -I PT -2 FT -I PT -2 PT -I PT -2 PT -I PT -2 PT -I VARIES 004 STAIR C-1 W-1 .I I'll / \ / 'N \ / \ / \ 1 WAINSCOt WALLS CEILING NO. NAME FLOOR BASE MATERIALHEIGHt NORTH EAST SOUTH WESt MATERIAL HEIGHT NOTES FIRST FLOOR 100 LOBBY T-1 W-1 PT -1 PT -1 PT -1 PT -1 PT -I 10'-01 101 RECEPTION C-1 W -I PT -I PT -1 PT -I PT -1 PT -I 10'-01 102OFFICE C-1 W-1 PT -1 PT -I PT -1 PT -I PT -I 10'-01 103 CLOSET C-1 W -I PT -I PT -1 PT -1 PT -I PT -1 10'-0° 104 WORK C-1 W-1 PT -I PT -I PT -I PT -I PT -1 10'-01 105 OFFICE C-1 W-1 PT -I PT -1 PT -I PT -I PT -1 10'-01 106 HALL C-1 W -I PT -1 PT -1 PT -1 PT -1 PT -1 10'-01 10� HALL C-1 W-1 PT -1 PT -1 PT -I PT -1 PT -I 10'-00 108 TOILET T-2 W-1 PT -2 PT -2 PT -2 PT -2 PT -2 101-011 109 TOILET T-2 W-1 PT -2 PT -2 PT -2 PT -2 PT -2 10'-0" 110 JANITOR T-4 W-1 PT -2 I PT -2 PT -2 PT -2 PT -2 10'-01 111 III LOUNGE -3 T-3 W -I PT -I I PT -I PT -I PT -I PT -I 10'-01 STORAGE W-1 PT -I PT -2 PT -1 PT -2 PT -I PT -2 PT -I PT -2 PT -I PT -2 10'-01 10'-01 113 114 STAIR CLOSET C-1 C-1 W -I W -I PT -2 PT -2 PT -2 PT -2 PT -2 10'-01 1 /tI I IA P;= SPtS ci�c,�n nr l Sr -u1 d�� CONTRACTOR SHALL PROVIDE COMPLETE HARDWARE SCHEDULE FOR REVIEW BY ARCHITECT AND OWNER Ilt>�Ir�nul >tilntl=S 1. WINDOWS SCHEDULED ARE BASED ON MARVIN CLAD ULTIMATE DOUBLE HUNG UNITS MUNTIN SPACING AS INDICATED ON DOCUMENTS SIMULATED DIVIDED LITE (SDL) INSULATING LOW E II GLASS EXTERIOR COLOR TO BE STONE WHITE FULL SCREENS WHITE HARDWARE 4111-014111-0141 4"1'-0'4'1'-0'4" TEMPERED— GLASS EMPERED GLASS I ILI L _j i I l 0 8 r -- � C HOLLOW METAL 671LE AND RAIL STILE AND RAIL 1 DOOR TYPES 1/41' = 11-011 2' 1'-0° 4131-01 4° 1'-0' 2' 3' - 0.� - CIA 3'-08 N TEMPERED GLASS cn TI_ — GLASS TEMPERED GLA55 f N I C Z FRAME TYPES -- 1/41' = 1'-011 ----------------- A 15 CUDH 3036 CUDH 2020 5 WINDOW TYPES "- 1/4" = P-0" all- 8' I. 8' ROUGH OPENING —_--- 8'-6' AFF FLOOR LINE ------------ WROUGHT IRON GUARD RAIL 1-1/2" X 1-1/2" P05T5 a (o' -O" O/C 3/4" X I-/2' HORIZONTALS 3/4" X 3/4" VERTICALS 4" O/C II II II II LJ I ILJ I $ W.I. GUARD RAIL 3/4" = 1'-0" I I 11 �IVr1 i��••��-•V 1. ENTRANCE LOCK 4. PASSAGE LATCH 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS CLOSER CARPET BY ALLOWANCE (s30 PER S.Y. INSTALLED) ADA THRESHOLD NO. WEATHERSTRIPPING FLOOR 2. CLOSET/STOREROOM LOCK 5. SINGLE DUMMY TRIM 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS SOUTH ROLLER CATCH 3. PRIVACY LOCK 6. CLASSROOM LOCK 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS CONTRACTOR SHALL PROVIDE COMPLETE HARDWARE SCHEDULE FOR REVIEW BY ARCHITECT AND OWNER Ilt>�Ir�nul >tilntl=S 1. WINDOWS SCHEDULED ARE BASED ON MARVIN CLAD ULTIMATE DOUBLE HUNG UNITS MUNTIN SPACING AS INDICATED ON DOCUMENTS SIMULATED DIVIDED LITE (SDL) INSULATING LOW E II GLASS EXTERIOR COLOR TO BE STONE WHITE FULL SCREENS WHITE HARDWARE 4111-014111-0141 4"1'-0'4'1'-0'4" TEMPERED— GLASS EMPERED GLASS I ILI L _j i I l 0 8 r -- � C HOLLOW METAL 671LE AND RAIL STILE AND RAIL 1 DOOR TYPES 1/41' = 11-011 2' 1'-0° 4131-01 4° 1'-0' 2' 3' - 0.� - CIA 3'-08 N TEMPERED GLASS cn TI_ — GLASS TEMPERED GLA55 f N I C Z FRAME TYPES -- 1/41' = 1'-011 ----------------- A 15 CUDH 3036 CUDH 2020 5 WINDOW TYPES "- 1/4" = P-0" all- 8' I. 8' ROUGH OPENING —_--- 8'-6' AFF FLOOR LINE ------------ WROUGHT IRON GUARD RAIL 1-1/2" X 1-1/2" P05T5 a (o' -O" O/C 3/4" X I-/2' HORIZONTALS 3/4" X 3/4" VERTICALS 4" O/C II II II II LJ I ILJ I $ W.I. GUARD RAIL 3/4" = 1'-0" r\VVI I I 11 �IVr1 i��••��-•V TAG WAINSCOT CONC. WALLS C-1 CARPET BY ALLOWANCE (s30 PER S.Y. INSTALLED) CEILING NO. NAME FLOOR BASE MATERIAL HEIG1PT NORTH EAST SOUTH WEST MATERIAL14EICsHt NOTES 001 FLOOR STORAGE CONC. W -I PT -2 PT -I PT -I PT -1 PT -I EXPOS. 002 UTILITY CONC. W -I PT -2 PT -2 EXPOS. PT -2 EXPOS. REE 003 TOILET CONC. W-1 SINK PT -2 PT -I PT -2 FT -I PT -2 PT -I PT -2 PT -I PT -2 PT -I VARIES 004 STAIR C-1 W-1 .I I'll / \ / 'N \ / \ / \ 1 WAINSCOt WALLS CEILING NO. NAME FLOOR BASE MATERIALHEIGHt NORTH EAST SOUTH WESt MATERIAL HEIGHT NOTES FIRST FLOOR 100 LOBBY T-1 W-1 PT -1 PT -1 PT -1 PT -1 PT -I 10'-01 101 RECEPTION C-1 W -I PT -I PT -1 PT -I PT -1 PT -I 10'-01 102OFFICE C-1 W-1 PT -1 PT -I PT -1 PT -I PT -I 10'-01 103 CLOSET C-1 W -I PT -I PT -1 PT -1 PT -I PT -1 10'-0° 104 WORK C-1 W-1 PT -I PT -I PT -I PT -I PT -1 10'-01 105 OFFICE C-1 W-1 PT -I PT -1 PT -I PT -I PT -1 10'-01 106 HALL C-1 W -I PT -1 PT -1 PT -1 PT -1 PT -1 10'-01 10� HALL C-1 W-1 PT -1 PT -1 PT -I PT -1 PT -I 10'-00 108 TOILET T-2 W-1 PT -2 PT -2 PT -2 PT -2 PT -2 101-011 109 TOILET T-2 W-1 PT -2 PT -2 PT -2 PT -2 PT -2 10'-0" 110 JANITOR T-4 W-1 PT -2 I PT -2 PT -2 PT -2 PT -2 10'-01 111 III LOUNGE -3 T-3 W -I PT -I I PT -I PT -I PT -I PT -I 10'-01 STORAGE W-1 PT -I PT -2 PT -1 PT -2 PT -I PT -2 PT -I PT -2 PT -I PT -2 10'-01 10'-01 113 114 STAIR CLOSET C-1 C-1 W -I W -I PT -2 PT -2 PT -2 PT -2 PT -2 10'-01 r\VVI I I 11 �IVr1 i��••��-•V TAG DESCRIPTION CONC. SEALED CONCRETE -- C-1 CARPET BY ALLOWANCE (s30 PER S.Y. INSTALLED) T-1 TILE OVER CEMENTITIOUS BOARD BY ALLOWANCE PER SP.) T-2 TILE OVER CEMENTITIOUS BOARD BY ALLOWANCE C s6 PER S.F.) T-3 TILE OVER CEMENTITIOUS BOARD BY ALLOWANCE Cs6 PER S.F.) T-4 TILE OVER CEMENTITIOUS BOARD BY ALLOWANCE C 46 PER 5F.) EXPOS. EXPOSED STRUCTURE W-1 5-14° WOOD BASE (CARTER -LEE 06000101) PAINTED WITH PT -3 _ T-1 SATIN I=AINT (SHE WIN WILLIAMS OR EQUAL) PT -2 EG-SHEL PAINT (SHERWIN WILLIAMS OR EQUAL) T-3 5 MI -G OSS FAINT(SPERWIN WILLIAMS OR EQUAL) I v4 1 C, =111 I- u= An WEST �— PLAS. LAM. 3 LOUNGE 111 -- 1/4" = 1'-011 3/4' PLYWOOD RISERS 4 TREADS 4- 2X12 5TRINGER5 �O WOOD STAIR DETAIL 1-1/2'111 = 11_11 OD PANELS a o� PLAS. LAM. 1 �t- TEMP. GLASS ALL UNITS 1 I o a� N 10LA5. LAM. -' NORTH TOP 6 SPLASH ctl 1 REE ^I SINK 1 / / \ DW \ 0 TOP a SPLASH N I .I I'll / \ / 'N \ / \ / \ 1 WEST �— PLAS. LAM. 3 LOUNGE 111 -- 1/4" = 1'-011 3/4' PLYWOOD RISERS 4 TREADS 4- 2X12 5TRINGER5 �O WOOD STAIR DETAIL 1-1/2'111 = 11_11 9 LOBBY 100 EAST ulnen P�LIFI R BULKHEAD OD PANELS a o� 1 �t- TEMP. GLASS ALL UNITS I o a� N WOOD PANELS NORTH 9 LOBBY 100 EAST ulnen P�LIFI R BULKHEAD �- PLA5. LAM. EAST 4 WORK 104 1/4" = 11-01' 7 CONC. STAIR DETAIL ftl PANELS ©� ❑ TEMP. GLASS— ALL UNITS 0 a '--WOOD PANELS SOUTH PLA5. LAM. LL j PLA5. LAM. 6i TOP a SPLASH N I .I I'll / \ / 'N \ / \ / \ 1 �- PLA5. LAM. EAST 4 WORK 104 1/4" = 11-01' 7 CONC. STAIR DETAIL ftl PANELS ©� ❑ TEMP. GLASS— ALL UNITS 0 a '--WOOD PANELS SOUTH WEST WOOD PANELS JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE ERICIC P 2! i 00033389 STATE O� The Villae of WeslClay Trustees Hall REVISIONS &3/18/04 INCREASE TRUSS DEPTH INCREASE WALL WEIGHT Schedules Interior Elevations Details date: February 20, 2004 project: scale: As noted coord.: drawn: JMA A4.1 checked: JMA LL j WEST WOOD PANELS JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE ERICIC P 2! i 00033389 STATE O� The Villae of WeslClay Trustees Hall REVISIONS &3/18/04 INCREASE TRUSS DEPTH INCREASE WALL WEIGHT Schedules Interior Elevations Details date: February 20, 2004 project: scale: As noted coord.: drawn: JMA A4.1 checked: JMA -I-- r ..r-. 1-r FACING r—L -------------------------------------------------------- L--------------------------------------------------------- NORTH ELEVATION SCALE 1/4" - T-01 r', I r,/C , iCA IT BARDS DING L ------------------1- I SOUTH ELEVATION SCALE 1147 = T -O' - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - EAST ELEVATION SCALE 1/4" - T-0' - - - - - - - - - - - - - - - - - - - - - - - ----------------------- FL------------ L------------- -------------------------------- ---- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - --------------------------------------------- i WEST ELEVATION SCALE 1/4" = T -O' NRK 61 61DING U X (0 D ,NER BOARDS ruRE6TONE ING ING )ARDS NE JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 0 �CXSTEPF 00033389 STATE OF The Village of WestClay Trustees Hall PERMIT 5ET 2/20/04 Exterior Elevations date: February 20, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA A5.1 C ----J1 1 11 1 -------------------------------- ---- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - --------------------------------------------- i WEST ELEVATION SCALE 1/4" = T -O' NRK 61 61DING U X (0 D ,NER BOARDS ruRE6TONE ING ING )ARDS NE JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 0 �CXSTEPF 00033389 STATE OF The Village of WestClay Trustees Hall PERMIT 5ET 2/20/04 Exterior Elevations date: February 20, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA A5.1 R-38 INSULATION 5/8" GYP, BOARD FLOOR FINISH 3/4" PLYWOOD FLOOR SHEATHING WOOD FRAMING -SEE AHI WOOD BEAM -SEE AI.I BEAM BEYOND 5/8" GYP. BOARD TREATED 2X4 STUDS 0 16' O/C R-13 BATT INSULATION (KRAFT FACED) Il IY2' FIBERGLAS SHINGLES O/ DRIP O/ 30# PAPER O/ 5/8" ROOF SHEATHING 2 X FRAMING LADDER IXS RAKE BD, 3/5" PLYWOOD SOFFIT 1 X TRIM 5 -1/4' CROWN I" MDO FASCIA IX2 TRIM BLK'G AS REQ, TO MATCH SAVE TRIM # 5 BARS IS" O/C HORI Z. 1- 11/2' — =III=III—III: # 5 BARS 18' OIC VERT. =III=) 11= 24" LAP —III—III—I � i—I 1I— ° III—III III—III—II d I—III—III—III—III— II 4' CONCRETE SLAB W/ PREFORMED JOINT FILLERS O/�� I=) I I- 6 MIL VAPOR BARRIER O/ GRANULAR FILL (4" MIN) • � III�II 46 . d =III=1 I I=1 I I=I =III=III=1 11=I I I=1 I I=II I=III=I i I=III=I � 1=I � I—III=III=III—I I i—III—I I f= __ III --III = I — =I 11=� 1= I -I 1= I 11= I—III—II—III— I I—� — III—I I I—i I I—I I I—I 11=2-# 5 BARS CONT._ I I III=1 I I—III—III III—III- =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I— I I—I 11=1 11=1 11= 11=1 11=1 3 WALL SECTION 3/.41!= -0 SMOOTH - HARDIPLANK SIDING (4" EXPOSURE) TYVEK WRAP 1/2" PLYWOOD SHEATHING DOUBLE END TRUSS SMOOTH - HARDIPLANK SIDING (4" EXPOSURE) TYVEK WRAP 1/2" PLYWOOD SHEATHING 2X6 STUDS � 16" O/C R-19 BATT INSULATION (KRAFT FACED) 5/8 GYP. BOARD TOP OF PLATE DRIP GAP 5/4X8 O/ 2X3 TAPERED DRIP O/ 2" CULTURESTONE FACING FLUSH SHEATHING WITH CONCRETE WALL TREATED 2X6 PLATE W/ SEAL 1/2" A.B. o 6'-0" O/C MAX. IST FLOOR FLUID APPLIED WATERPROOFING O/ 8" 1CONCRETE WALL. :III- Q Z �-j O U TOP OF FOOTING CONCRETE FOOTING W/ INT, 8 EXT, 4" FOOTING DRAINS GRANULAR FILL 12 R-38 INSULATION 5/8" GYP. BOARD FLOOR FINISH 3/4' PLYWOOD FLOOR SHEATHING WOOD FRAMING -SEE 41.1 5/8' GYP. BOARD TREATED 2X4 STUDS 6 16' O/C R-13 BATT INSULATION (KRAFT FACED) # 5 BARS IS" O/C HORIZ. 1 1/2' # 5 BARS IS' O/C VERT. 24' LAP Z WALL SECTION 3/4" = 1'-0" FIBERGLAS SHINGLES O/ 300 PAPER O/ 5/6" ROOF SHEATHING O/ DRIP CAP WOOD FRAMING -SEE AU (o' GUTTER IXS GUTTER BOARD O/ 2X6 CONT. SOFFIT VENT 3/8" PLYWOOD 50FF I T I X TRIM 5-1/4" GROWN I" MDO FASCIA 1 X 2 TRIM BLK'G AS REQ. SMOOTH - HARDIPLANK SIDING (4' EXPOSURE) TYVEK WRAP 1/2" PLYWOOD SHEATHING 2X6 STUDS 0 16' G/G R-19 BATT INSULATION (KRAFT FACED) 5/8 GYP. BOARD DRIP CAP 5/4X8 O/ 2X3 TAPERED DRIP O/ 2' CULTURESTONE FACING FLUSH SHEATHING WITH CONCRETE WALL TREATED 2X6 PLATE W/ SEAL 1/2" A.B. a 6'-0" O/-- MAX. TOP OF PLATE 1ST FLOOR FLUID APPLIED WATERPROOFING O/ 8" CONCRETE WALL TOP OF FOOTING CONCRETE FOOTING W/ INT, 4 EXT. 4" FOOTING DRAINS GRANULAR FILL a 12 R-38 INSULATION 5/8' GYP. BOARD FLOOR FINISH 3/4" PLYWOOD FLOOR SHEATHING WOOD FRAMING -SEE Al.l FIBERGLAS SHINGLES O/ 30# PAPER O/ 5/6" ROOF SHEATHING O/ DRIP CAP WOOD FRAMING -SEE A1.1 SMOOTH - HARDIPLANK SIDING (4' EXPOSURE) TYVEK WRAP 1/2' PLYWOOD' SHEATHING 2X6 STUDS 0 leo' O/C R-19 BATT INSULATION (KRAFT FACED) 5/8 GYP. BOARD GUARD RAIL SEE 8/A4.1 III TOP OF PLATE JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE VERICk `� �Q• • , ......... A1C '/. m 00033389 — STATE OF •• /NDIANP. ' �:N �AC} i' { SGS N ���,�` 6' GUTTER 1X8 GUTTER BOARD O/ 2X6 SOFFIT VENT ICONT. 3/8" PLYWOOD SOFFIT �r 1 X TRIM 5-1/4" CROWN I' MOO FASCIA — 1X2 TRIM BLK'G AS REQ. SMOOTH - HARDIPLANK SIDING (4' EXPOSURE) TYVEK WRAP 1/2' PLYWOOD' SHEATHING 2X6 STUDS 0 leo' O/C R-19 BATT INSULATION (KRAFT FACED) 5/8 GYP. BOARD GUARD RAIL SEE 8/A4.1 III TOP OF PLATE JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE VERICk `� �Q• • , ......... A1C '/. m 00033389 — STATE OF •• /NDIANP. ' �:N �AC} i' { SGS N ���,�` R-38 INSULATION 5/8' GYP. BOARD FLO R FINISH 3/4" PLYWOOD FLOOR 514EATHING WOOD FRAMIN -SEE AU WO01) BEAM FIBERGLAS 5HINGLE5 O/ DRIP O/ 30# PAPER O/ 5/5" ROOF SHEATHING 2 X FRAMING LADDER IXS RAKE BD, 3/V PLYWOOD SOFFIT 1 X TRIM 5-1/4" CROWN I" 1✓IDO FASCIA 1X2 TRIM BLK'G AS REQ. TO MATCH EAVE TRIM SMOOTH - HARDIPLANK SIDING (4" EXPOSURE) TYVEK WRAP 1/2" PLYWOOD SHEATHING DOUBLE END TRU55 COPPER FLASHING AND COUNTERFLA5HING W/ FLAT SEAM COPPER ROOFING O/ 3/4" PYLWOOD O/ 2X4 FRAMING IX6 FASCIA 3/8" PYWOOD SOFFIT I X TRIM 5-1/4" CROWN 1" MDO FASCIA IX2 TRIM BLK'G AS REQ, c� �t ADA THRESHOLD SET IN MASTIC O/ METAL FLASHING O/ FLOORING AND FOUND. WALL WROUGHT IRON RAIL i'-0' TYPICAL' 3 WALL SECTION 3/4" = 1'-O" R-38 INSULATION 5/8" GYP. BOARD 1. FL 3/4" PLYWOOD FLOOR WOOD FRAM R.O. 11 FINISH ATP ING SEE AU ) BEAM 11 Of COPPER DRIP CAP O/ 1 X TRIM 5-1/4' CROWN O/ IX(o TRIM O/ IXS TRIM BLK'G AS REQ, TEMP. INSUL. GLASS WOOD TRIM O/ WOOD FRAMING DOOR PER 5CHEDULE N d ADA THRESHOLD SET IN MASTIC O/ METAL FLASHING O/ FLOORING AND FOUND. WALL SLOPE 1/4'/ FT, 1'-0" TYPICAL WROUGHT IRON RAIL FLOOR FINISH 3/4" PLYWOOD FLOOR SHEATHING WOOD FRAMING -SEE AI.1 Z WALL SECTION 3/4" = i' -o' -" -14 "11-. i GUARD RAIL SEE 8/A4.1 1' LIMESTONE COPING IST FLOOR 3 FLUID APPLIED WATERPROOFING O/ TREATED 2X6 PLATE W/ SEAL " Q 1/2' A.B. 6'-0" O/C MAX.I �=1 11=1 I III I I I a0411=11=111= IIIllli�. 5/6" GYP. BOARD TREATED 2X4 STUDS Q 16" O/C R-13 BATT INSULATION (KRAFT FACED) a'•• I �-1 I I=1 � 1=1 � 1=111=1 � �_- a � I I -III -III -III -I � I -I 6 BARS a 12" O/C HORIZ i = I—III—III—III— Z '(y � Q =1I1=1I1=1I1=III v —I # 6 BARS Q 12" O/C VERT. z I—III—III—III— — O I 11=1 I 1=1 11=1 I I=1 I =—I I I-1 I MI I I—I 1- 1I 1—I 11—I 11=1 1 I—I ' =1 1=1 11=1 I 1=1 1=1 I- j - 4 1 -1 1-I III=III=1I1=1I1=1I1� `� `� �° I I I=1 I I-1 I I-1 I I-1 1=1 11=1 11=1 I =1 I I- I I I I-1 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 11=1 11=1 ITI I I I I I I I I I I I IV I I I III 1=1 El I V I I I=1 I I I I I I 1=1 11-1 BARS i2 o/c Each WAY; I I I I I I I 1 1 I 1 WALL SECTION 3/4" = 1'-0" JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 4,<+ 4�E©....... K�o��f,, 00033389 C y STATE OF The Village of WestClay Trustees Hall REVISIONS A3/5/04 NE I>NTE FOUNDAT ION Q 3/18/04 INCREASE TRUSS DEPT1 INCREASE WALL HEIGHT 0 Wall Sections -'�- Details date: February 20, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA A6.2 1-1/2" BLUESTONE O/ FIBERGLAS SHINGLES O/ DRIP O/ 1-1/2" MORTAR BED O/ 30# PAPER O/ 6 CONCRETE SLAB W/ 5/8" ROOF SHEATHING # 5 BARS a IS' EACH WAY 2 X FRAMING LADDER (EPDXY COATED) IXS RAKE BD. SPANNING BETWEEN FOUNDATION WALLS 3/8" PLYWOOD SOFFIT LIM5TONE BORDER O/ 2" CULTURESTONE 1 X TRIM 5 -11/4' CROWN .. I" MDO FASCIA a.... a_.., 1X2 TRIM BLK'G AS REQ, TO MATCH EAVE TRIM ' d 111—II1=1 I I_ =1 I I=1 18° CONC. WALL W/ 1 I 1=1 11u1 ' BARS IS" VERT, 4 HORIZON SMOOTH - HARDIPLANK SIDING 1 (4 EXPOSURE) TYVEK WRAP 1/2" PLYWOOD SHEATHING DOUBLE END TRUSS 4 DETAIL 3/4" = 1'-0" COPPER DRIP CAP O/ 1 X TRIM 5-1/4' CROWN O/ IX(o TRIM O/ IXS TRIM BLK'G AS REQ, TEMP. INSUL. GLASS WOOD TRIM O/ WOOD FRAMING DOOR PER 5CHEDULE N d ADA THRESHOLD SET IN MASTIC O/ METAL FLASHING O/ FLOORING AND FOUND. WALL SLOPE 1/4'/ FT, 1'-0" TYPICAL WROUGHT IRON RAIL FLOOR FINISH 3/4" PLYWOOD FLOOR SHEATHING WOOD FRAMING -SEE AI.1 Z WALL SECTION 3/4" = i' -o' -" -14 "11-. i GUARD RAIL SEE 8/A4.1 1' LIMESTONE COPING IST FLOOR 3 FLUID APPLIED WATERPROOFING O/ TREATED 2X6 PLATE W/ SEAL " Q 1/2' A.B. 6'-0" O/C MAX.I �=1 11=1 I III I I I a0411=11=111= IIIllli�. 5/6" GYP. BOARD TREATED 2X4 STUDS Q 16" O/C R-13 BATT INSULATION (KRAFT FACED) a'•• I �-1 I I=1 � 1=1 � 1=111=1 � �_- a � I I -III -III -III -I � I -I 6 BARS a 12" O/C HORIZ i = I—III—III—III— Z '(y � Q =1I1=1I1=1I1=III v —I # 6 BARS Q 12" O/C VERT. z I—III—III—III— — O I 11=1 I 1=1 11=1 I I=1 I =—I I I-1 I MI I I—I 1- 1I 1—I 11—I 11=1 1 I—I ' =1 1=1 11=1 I 1=1 1=1 I- j - 4 1 -1 1-I III=III=1I1=1I1=1I1� `� `� �° I I I=1 I I-1 I I-1 I I-1 1=1 11=1 11=1 I =1 I I- I I I I-1 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 11=1 11=1 ITI I I I I I I I I I I I IV I I I III 1=1 El I V I I I=1 I I I I I I 1=1 11-1 BARS i2 o/c Each WAY; I I I I I I I 1 1 I 1 WALL SECTION 3/4" = 1'-0" JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 4,<+ 4�E©....... K�o��f,, 00033389 C y STATE OF The Village of WestClay Trustees Hall REVISIONS A3/5/04 NE I>NTE FOUNDAT ION Q 3/18/04 INCREASE TRUSS DEPT1 INCREASE WALL HEIGHT 0 Wall Sections -'�- Details date: February 20, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA A6.2 AIR INLET / OUTLET SCHEDULE MARK TYPE SIZE MODEL# OR EQUAL ' MOUNTING NOMENCLATURE A LOORY 1e X r ART-COOLEY FLOOR RECT. / STEEL / DAMPER / COLOR BY ARCH. REM. CTRL SUPPL CTRL. 421 EF -1 CEILING EXHAUST B CEILING 20' X 20' HART-COOLEY DRY -WALL RECT. / STEEL / COLOR BY ARCH DIRECT RETURN E.C. 672W 0.75 -- C 240/1 16' X B' 672W COOLEY DRY -WALL RECT. / STEEL / COLOR BY ARCH 56.5 RWALL ETURN 5 — — — I D WALL 12' X 6' 86RT COOLEY DRY -WALL RECT. / STEEL / COLOR BY ARCH SUPPLY EXHAUST FAN SCHEDULE MARK TYPE SERVICE MODEL OR EQUAL CFM MPS hP INCH SP RPM DRIVE VOLT/ PHASE REM. CTRL REMARKS CTRL. BY EF -1 CEILING EXHAUST TOILET GREENHECK SP -7 85 1 1 AMPSWITCH .75 950 DIRECT 115/1 LT E.C. Gravity BDD 0.75 -- 48/60 240/1 2,3,4,5,6 CU -1 Outdoor Cond. TRANE TTP060E100A 56.5 36.9 5 — — AIR CONDITIONING & HEATING EQUIPMENT SCHEDULE MARK TYPE MODEL OR EQUAL COOLING HEATING TOTAL CFM OA CFM MIN TOTAL SP— in SUPPLY HP EXHAUST HP E C MCFUSE PHASE VOLTS/PHASE / REMARKS MBH TOT. MBH SENS. TONS AC -1 Electric Vert. Fur n. TRANE TWE063 —_ 1' THROWAWAY FILTERS 5 19. 1,950 0 0.5 0.75 -- 48/60 240/1 2,3,4,5,6 CU -1 Outdoor Cond. TRANE TTP060E100A 56.5 36.9 5 — — — I — — -- 38/60 208-230/1 1,7,8,9,10 1. 5 YEAR COMP. WARRANTY 7. 1-1/8" SUC. / 5/13' LIQUID 2. FLEX CONNECTION ON SUPPLY/RETURN DUCT 8. LOW AMBIANT TO 0'F 3. CONTROL BY STD. PROGRAMMABLE STAT 9. SHORT CYCLE PROTECTION 4. CASED 'A" COOLING COIL 10. PRE—FAB CONCRETE OR FIBERGLASS EQUIP. PAD. 5. SPRING ISOLATION BLOCKS 6. 1' THROWAWAY FILTERS LOWER LEVEL MECHANICAL PLAN SGALE 1/4" = 1'-0" I NG NORTH GENERAL HVAC NOTES: 1. All systems shall be installed per applicable state, local and NFPA codes. 2. All ductwork shall be galvanized metal installed per SMACNA standards. turning vanes shall be provided on all elbows larger than 12'x12'. All branch takeoffs on return and supply ducts shall have single blade volume damper. 3. All supply/return ductwork located above ceilings, attics and soffits shall have 1-1/2' foil barb, external wrap insulation. AC -6/1 ductwork on Mech. Mezz, shall have 1/2' internal liner. 4. All supply/return duct connection to units shall have vibration isolation flex connections. 5. All visible boxes and duct behind return and supply air grilles shall be spray painted black 6. Maximum flex duct length to grilles and diffusers shall be 6' or as indicated. -1. Refer to Arch. drawings for exact location of walls, chases and ceiling types. 1ST FLOOR CHANICAL PLAN SCALE 1/4" = 1'-0" NORTI-I JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE g1e`a`1�;ttid�t2;�,d`9 o°• 4��1, gST,ER • �� '�� P 201 C i STATE OF ,••c The VmIllae of WeslxClay Trustees Hall FEWIT SET let FI. Mech. Plan L. L. Mech. Plan date: March 18, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA 3/19/04 P PIPING LEGEND New Sanitary Existing Sanitary Cold Water — — Hot Water G Natural Gas Line HWR Hot Water Return Connect to Existing �2 I I 1 h� 211 SANITARY ISOMETRIC SCALE I/4" = P -O' NORTH D WC, LAY LAV U DISCHARGE CO GENERAL PLUMBING NOTES 1. Contractor shall contact and coordinate with all applicable utilities, verify and be responsible for any and all fees associated with installation of plumbing systems. 2. Contractor shall verify existing conditions and existing water/sewer locations prior to commencing work Notify architect of any inconsistencies with the plans and specifications. 3. Plumbing and piping systems shall be installed complete per all applicable state and local codes. 4. Provide all required waste, vent, flex connections, guages, shut-off valves, unions as required for each fixture to make a working system. E,. Refer to architectural and site civil drawings for exact locations of piping and fixtures and/or additional plumbing details. Do not scale these drawings. �o. Pipe routing is diagramatic. Contractor shall make routing changes as required to coordinate with other trades. 1. Ail pipe sizes shown on drawings or scheduled are minimum sizes. 8. Overhead piping shall be held tight to underside of structural members except when in conflict with other trades or otherwise noted on the plans. 9. Underslab/overhead sanitary piping shall be pitched minimum of 1/8' per foot. 10. Provide gas valve, union and drip leg for all gas fired equipment. 11. Provide water hammer arrestors for each fixture group upstream of last fixture. 12. All hot and cold water piping located above ceilings, on perimeter walls and in subfreezing spaces shall be insulated with 1/2° Armaflex, Pipe insulation not required for pipe located in interior plumbing chases behind fixtures unless chase located on exterior wall. 13. Fixtures specified may be substituted with approved equal. All fixture colors shall be white except stainless fixtures. WATER HEATER SCHEDULE MARK TYPE LOCATION MODEL GALLON RECOVERY KW DELTA " VOLT REMARKS MIN. CW OR EQUAL CAPACITY GPH F PHASE OR EQUAL WH -1 ELEC. UTILITY AA. SMITH3 0 20.7 4.5 KW 90 240/1 T & P VALVE WATER (HDCLOSET IST. FL TOILET ELSF-305 3" 2" 3/4" PLUMBING FIXTURE SCHEDULE= MARK TYPE LOCATION MODEL MIN. WASTE MIN. VENT MIN. CW MIN. HW REMARKS OR EQUAL CONN. CONN. CONN. CONN. P-1 H WATER (HDCLOSET IST. FL TOILET AMERICAN STD. 3" 2" 3/4" -- FLOOR MOUNT 2998.012 CADET FLOOD RIM HEIGHT IS 18" P-1 WATER CLOSET LL TOILET AMERICAN STD. 3" 2" 3/4" -- FLOOR MOUNT 2898.012 CADET P-2 LAVATORY (COHNOTERTOP) ROOMS AMERICAN STD. 3056.015 LUCERNE 1-1/4" 1-1/4" I 1/2" 1/2" DELTA FAUCET 501WFHGMHDF Cp)TOILET OFFSET TRAP INSUL.KIT P-3 MOP SINK (FLOOR) JANITOR SWANSPEAKMAN MS -24363W 2" 1-1/2" 1/2" 1/2" SC-5811—RCP W HANGER—HOSE HOLDER P-4 SIINUKNGE LOUNGE DAYTON K-12522-4 1-1/4" 1-1/4" 1/2" 1/2" DELTA 2400 FAUCET W/SPRAY FD -1 FLOOR DRAIN UTILITY RM. J.R. SMITH 3510 2" -- -- -- POLISHED BRONZE STRAINER HB -1 EXTERIOR EXTERIOR ODFORD WO965 -- -- 1/2" -- AUTO DRAIN/FREEZELESS OSE ~ill, ", ; I IF" -, I , r- -'ll - _ Liam L SCALE 1/4" = I' -m" NORTH JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE The Villale of WesITClay Trustees Hall PERMIT SET 3/19/04 let FI. Plumb. Plan L. L. Plumb. Plan date: March 18, 2004 project: scale: As noted coord.: JMA drawn: JMA checked: JMA P1.1 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION A SPECTRUM SPlYP142/1110CL B BATH VANITY C SPECTRUM 15W MR16 WALL WASHER D FLUORESCENT WALL BRACKET E WILLIAMS AMS-4-254T5H-141W-E132-120 F HANGING PENDANT G EXTERIOR WALL FIXTURE X EXIT LIGHT W/ 2 HEAD EMERCs. BATT. BACKUP U SMOKE DETECTOR 0 PHONE/DATA LOWER LEVEL ELECTRICAL PLAN SCALE 1/4" = P -m' m ON SEFERATE CIRCUIT ON SEFERATE CIRCUIT METER TO TRANSFORMER NORTH M 200A 120/240/1- 3 IUIRE � P 3 - #3/0 COPPER CONDUCTORS T IN 1-1/2' CONDUIT i -'7-72' CONDUIT BY EC. CABLE BY UTILITY SINGLE LINE DIAGRAM: GENERAL ELECTRICAL NOTES: I. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LAYOUTS AND DIMENSIONS. DO NOT SCALE. 2. E.G. SHALL COORDINATE ALL ASPECTS RELATED TO ELECTRICAL SERVICE ENTRANCE WITH UTILITY AND SHALL INCLUDE ALL UTILITY COSTS RELATIVE TO THE PROJECT. PROVIDE PRIMARY CONDUITS, METERING EQUIPMENT AND SECONDARY SERVICE IN ACCORDANCE WITH UTILITY STANDARDS. 3. FEEDER CIRCUIT CONDUCTORS ARE TO BE SIZED BASED UPON THE OVERCURRNT DEVICE RATING. 4. BRANCH CIRCUIT CONDUCTORS ARE TO BE SIZED AS REQUIRED TO SERVE THE LOAD, BUT IN NO CASE SMALLER THAN 012 COPPER. ALL CONDUCTORS ARE TO BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT. 5. TYPE MC CABLE MAY BE UTILIZED FOR BRANCH CIRCUIT WIRING WHERE ALLOWED BY CODE., ALL OTHER BRANCH CIRCUIT WIRING SHALL BE SINGLE COPPER CONDUCTORS IN EMT, IMC AND GRC CONDUITS. TYPE PVC SCHEDULE 40 MAY BE USED FOR CIRCUITRY INSTALLED UNDERGROUND OR BELOW SLAB. PROVIDE GRC ELBOWS WHERE CONDUITS TRANSITION TO ABOVE GRADE. 6. WIRING DEVICES ARE TO BE SPECIFICATION GRADE, WHITE, WITH ARCH. APPROVED COVER PLATES. -I. PROVIDE POWER WIRING AND CONNECTIONS TO MECHANICAL EQUIPMENT. PROVIDE DISCONNECTS WHERE REQUIRED. COORDINATE ALL ELECTRICAL REQUIREMENTS AND LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. CONTROL WIRING SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR 5. PROVIDE DUCT MOUNTED SMOKE DETECTOR IN RETURN AIR DUCT OF AC -I FURNACE. 9. TOILET GFI OUTLETS TO BE ON SEPERATE CIRCUITS 1ST BOOR ELECTFICAL PLAN SCALE 1/4" = 1'-0" NORTH JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE is$ No 20158 STATE OF The Vm111ae of Wes Clay -,,Trustees SII tees PERMIT SET K 3/19/04 let FI. Elec. Plan L. L. Elec. Plan date: March 18, 2004 project: scale: As noted coord.: JMA drawn: JMA E1.1 checked: JMA