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HomeMy WebLinkAbout0040.02 Building Plans_ _ � � � 0 N i � � � � M _ o 8 � W � � � � � � � o �o � � � � -� � a W � N Z • (m*1 � 3 � -v � . �_ y r �r (JI r-a N 3 Ui O �s 3 � Z H z �-• r �-• c� z ►-• Z VJ Z tn �''1 -�I I*i �N � 3 ' r''1 ' -1 V> " � 3 V -1 � � �� o v� � ao ►-+ o �.. - c� -v •-� v- - � Q, .. r � � �- 0 � A 0 . w . o^ �� ol�ri �� �n � � PN o 0 J �U DETENTION AREA �•�9��1 • 3 • ��������....��i 450.88' �������.�������.� •'•�:: � o �-�' iv � o � 04 j ¢ ° ~ ►�W .:T:.'.-.': ':��.'. '.;'�,�;=:,�T.:. .:,�,�,:r:,;::'. �•���/�iJ�•1•r�•�SI'71\•�•�••� .'�.'.'.�.'.'.'.'.�.'.�.'::.�.'.'.'.'.'.'.'.'.'.�.'.'.'.�.'.'.'.'.�.'.'.:'.'.'.'.'.�.'.�.'.'.'.�.'.'.'.'.'.',•.;. �'so. �:�T�:c::�:�e�9;sa�.�:� .�.. :�. . 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S• 4 .. 5 . a � e \ .•o.• R TR a STR. 6 J 8� • �� . . �a . �a a . . �� � e �a a� Q �j.� .�: � ..... ..... ..... ..... . ......... . ..... . ....... ... ..... . ... • . . . . 18� fi . �t� , . . . ... .... a V C 07� : .' 60 C 8e7. 0 $ 6 ► �afi� . :i6: � ' ' •a �• . . • •• O • � • • � O , • • � {C • ••Q•• p •° � .�5. � � a � 'JJ •• ~ •,�.. a � . �5� . • '`S� . � a � : °' • . . � � �a � � ' N �• . � . p • r a . � . �� , � ° ' � O �� 5TR 9 �. 21 STR 7� � :'}." 21 � T,C, 887.60 ::i5::• ��'•'.'.'•'..'•'•.' T.C, 887,60 \ SANITARY SEWER \ SUMP PIT • � 1 � �. ��`:.�.. � ° � .�.�. 2. � .a : :�:.�.�.:• o cu � :�4�: ���� a � 14 � \ 14 \ . \ \ \ ' �: ............... ............. \ . \ ., . �•'•'•'•'•��'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�' o _ _ � s �:zo' :.:.:.:.:.:.:�:�:�:,::2��:.:.:.:�:�: � PROPOSED BUILDING � �- �o��-oo s.F. _ � � a F. F. ELE�' 891. 50 � ��:9:�. \ � a '•'•' � \ . e .�• .,�,. _ \ 14 \ \ a� \ 440' � �� ...... ... 6 .43' STR 2 � T,C. 887,90 \ 15' R.B.S.L ��i�� GUa , r �� .89.4 , , ����������������������� I''�� ���� •■�� JVl� '�� Land Description: Lot 5 Block 1 Se n co da Final Plat f r o Lots 4 5& 6 f I ► o B ock 1 Ma w P , dc o er arlc Drtve in rY � Yfl Mo ower P rk a recordad in Ins trument Number 2 . 00100012299 in th Yfl e Office of the Ham1ton u Co nt Recorder. Y LE� SHRUB Q ■ � STORM INLET � FlRE HYDRANT C GUY ANCHOR m GAS METER • GUARD POST � AREA UGHT ��(c PINE TREE � � DECIDUOUS TREE STR 5 �t POWER POLE � SIGN • • • • •— CHAIN LINK FENCE WATER LINE ^"° GAS LINE � STORM SEWER SANITARY �IWER OVERHEAD U1ILITY LINE EXISTING SPOT ELEVATION k CONTOUR 874.00 PROPOSED SP�T ELEVATION 873 PROPOSED CQNTOUR ... ... ... ... ... ... ... ... ... ... ... � ... ... l 30' C�S LINE ESMT. TO I IANA GAS Ca � STR 1 STR 3 — — �"ea�" T.C, 8 7,90 STR 4 � INSTR. 92-46659 � �� 14 � . � . . . ���������.�.����.����..����� 4.4 ' ����.������.�� �. . . . 15' R.B.S.L — � ;89.3 3,i�.W r��������������������1����������di J/ /.��i�ii����������������������� 38' 0 D, R. 295, P, 490 \ . GENERAL NOIES: � 1. ALL DISTURBED AREAS TO RECENE 6" TOPSOIL, FlNISH GRADING, SEE, AND STRAW MULCH. 2. ALL CONSTRUCTION TO CONFORM TO CARMEL/HAb11LTON COUNTY SPECIFlCATIONS. ANY AREA NOT ADORESSfD BX CARMEL/HAMILTON COUNTY STANDARDS dc SPEqFlCAl10MS SHALL BE CONSTRUCTED ACCORDING TO INDOT SPECIFlCIATIONS. ENGINEER TO HAVE FINAL DECISION IN ALL POINTS OF C�ONFlJCT BETWEEN SPEqFlCAl10NS. 3. CONTRACTOR RESPONSIBLE FOR ALL TESTING AS DICTATEp BY STANDARDS. 4 ANY CONSTRUCTION ITEwIS REJECTED BY THE CITY OF CARMEL/HAMILTON COUNiY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. UTILITIES SHOWN ARE PER FlELD LOCATION AND RECORD DRAWINGS. CONTRACTOR TO LOCATE ALL UTIUTIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF CONFI.ICTS. 6. PAVEMENT I�IARKINGS AND MIUNTENANCE OF TRAFFlC DEVNCES TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 7. ALL STORM SEWER TO BE GASKETED REINFORCED CONCRETE PIPE. 8. NORTH AMERICAN GREEN BLANKET SC150 ON ALL SLOPES GREATER THAN 3:1 AND C125 IN ALL DffCH BOTTOMS. 9. 18 SYD. OF 12" RIP RAP & FlLTER FABRIC TO BE PLACED AT ALL END SECTIONS. 10. AI1. TOPSOIL REMOVED BY THE CONTRACTOR SHALL BE STOCKPILEp IN AN AREA DESIGNATED BY THE OWNER. TOPSOIL STOCKPILE TO BE PROTECTED BY SILT FENCE ENCLOSURE AND TEMPORARY SEEDING PROVIDED TO PROTECT FR0�1 EROSION. TOPSOIL TO BE REDISTRIBUTED UPON COMPLE110N OF THE PROJECT. N 5 5 � ' 60 S�T� BUILDING SQUARE FOOTAGE AREA .eee�s� STANDARO HANOICAPPED LOADING DOCKS DRIVE—IN �� 100 Y�AR DEVELOPED CONDITION STORAGE 10 YEAR UNDEVELOPED CONDITION RELEASE � CONNECT TO D(ISTING I�tAYFLOWER DRIVE SEWER V�ATER CONNECT TO IXISTING bIAYFL:OWER DRIVE WATER MAIN �```���1111�IIIl/����''' ```�\` f�N��N��hh�A/'I �; � s �� Q� ��; -�� .^ y = ~�N ��FR� ` �_' a d�Z N � �� � .� 0�.. �. i��'''',' ••....� ..•N'````````� � �f/lllilll\ G� . � p � �� � � �� ��� � o t +�*�o � �o •- g � rn c y , � � � � N �; � � � . � 0 4 � b 0 � C 0. 0 � � � � M� 0 , 0 � � . �°- � � �� � s � � � � � C � � � i � � � � � - KEYN T S � � . . � t� HEAVY DUTY HAC. PAVEMENT (SEE DETAIL t/SP5) � ��� Q�� o � c° f 2Q STANQARD OUTY HAC. PAVEMENT (SEE DEfAIL 2/SP5) k� � � � �� i 3� CONCRETE PAVEbiIENT (S�E DEtAIL 3/SP5) � � q 4� �IONOIJiHIC W/1LiC dc CURB (SEE �ETAIL 13/SP5) � � � � � i 5� CONCRETE SIDEWN.K (SEE DETAIL 6/SP5) � � � � � � �6 CLE/W OUT (SEE� DETAIL 8/SP5) � 7� 4" WHffE PNNT UNE .. 8� RIP RAP dc FlLTER FABRIC 9� CONCRETE CURB (SEE DETAII 10/SP 1) �.. 10 TRANSFORMER PAD (SEE DEfAIL 3/SP6) ! 11 PRECAST CONCREIE END SECTION (SEE DETAIL 11 /SP5) � 12 HANDICAP W1MP (SEE DETAII 1/SP6) � 13 CONCREfE STOOP � . � 14 TOPSOIL, FlNISH GRADE, SEED AND STRAW MULCH � �� 15 PIPE BOW4RD (SEE DETAIL 2/SP6) N 16 RE�AINING WALL W(TH HANDRAIL (SEE DEfAIL 4/SP5) � � � 17 4" DOUBLE YELLOW STRIPE (OWNER TO PROVIDE LOCATION) � �. � 18 NORTH M�IERICAN GREEN SC150 EROSION CONTROL BLANK� y ;,,� i 19 PRECAST CONCRETE T1RE STOPS � 20 6' SHADOW BOX FENCE � 21 MANDICAP SIGN (SEE DETAIL 14/SP5) � Q ,.. , � � �.. � . i. I 0 0 0 . _ __ __ _ . � _ _ . �. � � N •. � 0 � n ... - N - N ' a � � . j i � 0 ' i � ' $ . N . � " W � � . . � l►. 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Q Q � �. � — �o�a�� � �o �� �m � � � � � . � � � . � � � � .. � � rp� � .. ZS � � � � � I• � N O � � . � �• I ' � _� � - �. . � . _ g • � � . � 0 . � w " . I N � � . . % � .. ao M — O . � . � � O N • � i � . � • �; II , ' � . w. r T i -_ _. � . _ . . � . I � ```����i�t�i►�i��� �.�` �`. ����. `� ..O ,��� � l f .•• � : . = � • Z = _ f" ;v�i � d" � �� •�Z�< ii o'�o �-�'7►d;'� N �' �� .. �., � Q �'�. Q °•••..........�r' ���� ,,������ � p ````��,. � ��,�������� !� � � a� o �r b �� ! � �� � • +p�C � ��� � � - � ��� �34 � I� c 00 l� � c � � � � N � , � : � � C I � 4 � � � � �o�a�� � �� �� �� N t d � . Z d Z � � � � � � r > > N � � � � � � � 0 � � �� O � � � � � H n L _ _ 0 N � � � � � � � � � � � 0 .- i S � W � � � � TACK COAT . � � 000� �� � o�o ° °�o 000 00000 '1�. oo�o � o�p �Op 1 p� o —� � �—� � �—� �— III—III—III— 110 LBS/SYD H.A.C. SURFACE #11 � 330 LBS/SYD H.A.C. BINDER #8 2-4' LIFTS COMP. AGGR. SIZE #53 COMPACTED SUBGRADE (95% MODIFIED PROCTOR) HEAVY DUTY H.A.C. PAVEMENT �� SCALE: 1 1/2" = 1'-0" VARIES (SEE PLAN SHEETS) v 6x6, W1.4xW1.4, WWF •���� • �/N : �--� `—� `-s—... : �� � �� � �1- � � �-� � �`� � � � � �-� � � -I I I__I I I_I I I_I I I_I NOTE: COMPACTED SUBGRADE SIDEWALK SHALL HAVE 1/2' EXP. JTS. � 40' MAX. & CONTROL JOINTS � 10' MAX. —WWF CAN BE REPLACED WI�}i FIBERMESH (SEE MANUFACTURES RECOMMENDATIONS) CONCRETE SIDEWALK 6 SCALE: 1 1 /2'=1'-0 � SKIRT B � 3 A � —� A � r r ^" � � � ¢ I / l� � o i R W ____ ' '�- — ". — B� D � TACK COA7 � � N 00 � 0�00o N o�°Oo 00°� 0 00 0°8 o�� � � o° � � ° iiillliiil liiill i 110 LBS/SYD H.A.C. SURFACE �11 220 LBS/SYD H.A.C. BINDER � 2-4' UFTS COMP. AGGR. SIZE �53 4' LIFT COt�P. AGGR. SIZE �2 COMPACTED SUBGRADE (95� MODIFlED PROCTOR) STAND�►RD H.A.C. PAVEMENT 2 SCALE: 1 1 /2 =1'-0 6x6, W2.9xW2.9, WWF MIN. t �2' •� � �--� �---. �, >; •.. co o- > �o a �°� �,,, o . '��o$, "�30 `° 0 �o�°o ° °° - � —. , .—, , .—, � CONCRETE PAVEMENT COMPACTED AGGREGAlE BASE #53 COMPACTED SUBGRADE (95� MODIFIEO PROCTOR) -WWF CAN BE REPLACED WITH FIBERMESH (SEE MANUFACTURES RECOMMENDATIONS) CONCRETE PAVEMENT 3 SCALE: 1 "=1'-0 24'x 2' DIA. SMOOTH BAR 6 18' C.C. , GREASE & DOWEL CAP WITH BAR STOP � BOTH ENDS 8' SAWED OR TOOLED CONTROL JOINT 24'x i' DIA. DEFORMED 2 SEALANT TIE BAR � 18' C.C. � �—___ ____� • ° � � �- �_—_ ______�. � ' .,' � � • � . � . . . . . . . � • . • �� E�. �. �U.� EXPANSION JOINT CONTROL JOINT LONGITUDINAL JOINT NOTE: CONSTRUCT EXPANSION JOINTS 0 40' MAX. AND CONTROL JOINTS 0 10' I�AX. UNLESS OTHERWISE NOTED. �CONCRETE JOINT DETAILS � SCALE: 1'=1'-0 � i ,� %f�.�1�1.� �%�s/J�� L �J j. �. . �. « ��• �� �' 1 � �' � �—� � �� a � � ! � •- 1-1/2 � ¢ + o � a ° \ / ; II G or T WALL _ � �" E���WALL 3 —�N— (GROOVE—OUTLET END) -�rT— �T- (TONGUE-INLET END) VERTIGAL FLARE SECTION A—A SECTION B—B DIA. WALL G or T WT. SEC A B C D E DIA.+1 R-1 SKIRT 12 2 1 1/2 530 4 24 48 7 8 72 7 8 24 10 1 16 9 3 1 2 27 31 4 21 2 19 30 3 1 2 3 21 33 334 338 31 36 4 3 1 2 41 42 4 1 2 3 3 4 5� 48 5 4 1 4 6° 54 5 1/2 4 3 4 8( 1 1 NOTES: 1. �IANUFACIURE OF END SECTION IS IN ACCORDIINCE WI1H APPLICABLE � � AS.T.�I. SPECIFlCAl10N C76. ', r�in c�rnTinAl t1cTA11 �1 NO SCALE � PRECAST REDUCER CAP PRECAST GONCRETE 5 1 2 SEE SCHEDUI.E FoR PPE 5 � 2 ��o wva�r aFV. 5 3 4 ptOUT AAtt�OUND N.L 6 1 4 SEWER ppNi�C110NS N N 6" _I TOP OF I�-�I n � vr� �r��r 9' CON CRETE CU RB ,o SCALE: 1 1 /2" = 1 `_0• SEE STRUCTURE S�HEDULE FOR NEENAH CASIING TYPE FINISH GRADE PRECAST CONCRETE ADJUSTER RINGS 4' MIN. - 12' MAX. . _• � W Q 9 • ' '. � I • . •\\ / . '. • �. ao REINFORCED PRECAST CONC. BASE ON 6' SAND BEDDING STORM MANHOLE DETAIL ,2 scA�: �/2• _ ��-o• 0 � UNPAINTED GALV. STEEL RAILING 1 ;' I.D.: JOINTS WELDED & GROUND SMOOTH VERTICAL BARS � 6'-0' FILTER CLOTF MAX. SPACING 8 OZ./SYD. b I I �� CHAMFER C° � : a, GROUT POCKET FINISH GRADE — #4 � 9" O.C. VERT. � 0 3� #4 � 12� O.C. � #5 � 12• fl � e° a HORIZ. & VERT. > . a � I a 4 0< DOCK AREA t° ° �� ' ' 'RAMP co a s a _ #5 � 12' O.C. ` I I�' �� � � a a ,< , i_O� #4�9'O.C. � �`a � 1 N a e �5 �� 1 . / ° � e ° o TOP/FOOTING a • ° a O ° 4 � a � e e a 4 a a Ki 3'-10' RETAINING WALLS 4 NOT TO SCALE �rr nrn��nr��nr 11AT� r�n�r Q� ►IIA1 C17� ,� .� ��� � �� ,, � 'OR PIPE SIZES AND INVERT ELEV. INLET TYPE rA" » SCALE: 3/4'= 1'-0 SAWED JOINT 6x6, W1.4xW1.4, WWIF 2' RAD. � . 1/8'/FT. SLOPE MIN. 1 2 �. �� . � TOP OF PAVEMENT � � .� ; . '•,• . II I II I II I II I II I II I L COMPACTED SUBGRADE 6' ° NOTES: � 1. SAWED JOINTS SHALL BE CUT 1/4 DEPTH .: ,. OF TOTAL THICKNESS OF SLAB. �'f -'' •• �, 2. CURB SHALL HAVE 1/2' EXPANSION JOINTS '''' � 40�-0" �IAX: AND 0 ENDS OF RADII. CONTROL JOINTS. � 10'-0' MAX. UNLESS , OTHERWISE NOTED. 6 MONOLITHIC CURB & WALK ,3 scA�: > >/z' �' o RIPRAP AT END SECTION NO SCALE DITCHI N La.l a i HEAVY DUTY CLEANOUT FlNISH GRADE (JAY R. SMITH N0. 4263) N � �-�E ----► . . � , • �- • ' CONCRETE COLLAR 12' 12' � NIN. MIN. SIZE 6' MAX. — -------s-� � STORM OR SANITARY SEWER (SIZE AS SHOWN ON PLANS) EXTERIOR CLEANOUT 8 S�A�: ,��• _ ,�-o• w�i� coP �a� VAN BLUE BACKGROUND . ACCESSIBLE ,8• TYPE 'A' POST (12'-4� FlMISH GRADE D9-6 18"x18' PLACE WHERE APPUCABLE � � � � . � �II�II�I ' � � ' ' I I •. � I i. 'Il . ' I I . • ` ., , I I �! � I � r7 ' I I � , I I ,' 'u � 10" NOTE SIGN TO BE LOCATED 4=0' FRObI FACE OF CURB OR BEHIND WAUC AREAS HANDICAP PARKING S1GN t4 NO SCALE _ __ \ �. ``,,�,,,,��� �,,,,,,,,,, .. ��� E `�,. .............`�y�j • ,.�• . � , . � � Q'� `• : l : `�r . � <� = . _ �.,: �� Q �. � Q , �- ���� N � _',� ' , � ao �7 � '--,da�•�..........N�"' '��. ��''�����,� �� P ��`�����` . . � . , i:� � � � �. , a u c�oo �' � �' N � § � � i. � � • ��� � � ��� . y , � NN .. � a, •3a OC °�c ��� ' � �� � i. . � �' .. � . . ; . f. . � 4:� �. I . � h I. . t I .. O . iI 1 � �. �.. ,. I s � � � r ' � r°�i �'3 3 ` � ,.. � � ��� Qm .. b bo � � � k! � � � � � � � � � � � � � � � � � �. I. �, �. � � � � � h � :� R � N � ;. � J . H i � � ; � .. . , � � M � � . . . � •• o • ` � . � � �o . i � . � - i � � o . i 8 � .. � . � • � � 4; EXTERNAL HANDICAP RAMP NO SCALE STRAW OR HAY BALES 0 0 0 0 0 2' SQ. WOOD STAKES 0 0 0 0 0 � CONTRACTOR SHALL SURROUND ALL NEW DRAINAGE STRUCTURES W/ STRAW OR HAY BALES UPON COMPLETION OF STRUCTURE. THESE SILT CONTROL DEVICES SHAIl BE I�AINTAINED BY THE CONTRACTOR UNTIL ARCHITECT/ENqNEER AUTHORIZES REIdOVAL. INLET SILT CONTROL 5 NOT TO SCALE �oP° 0�� Q� eq�e� .e �:; 4�� e e..e ;::o .: e. . ;. , e`: -�' � �:. -a � ° °g ° •Y °� o � ° '• ••�: o � �e�- . e ,e��,:��: �,,,.,o�.,� =� et o� a a• •:?. a: ��?. � 6` � M�N GEOTEXIILE FABRIC TO STABILIZE FOUNDAl10N (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ���Y 2 =3' COARSE AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE _ _ VARIABLE � � 0 U N M � 6" DIA. HOT DIPPED GALV. PIPE, PAINTED. FlLL W/ CONC. r- TOP OF PAVEMENT ' I. I � 15" CONC. FOUNDATION LJ . BARRIER POST 2 5��: ,i2• _ ,--o• I SECURE BALES WITH 2' x 2' VYOOD POSTS OR STEEL FENCE POSTS -�IINIMUM OF � 2 POSTS PER BALE � --r�. �. --1-�. _... OVERLAP BALES `� '-' -�' --� _�� _�� �-�..�, � GROUrvD uh� U U� �� . STRAW BALES o1 U u �I ENBED BALES . � i�ed. STR/�W- BALE DAM � 6 NDT TO SCALE � 6' HIGH 12' WIDE GEOiEXi1lE FABRIC FlLLED WITH No. 2 STONE (FABRIC-NUTEC 3NW S�� T c�urc �-eQa� ro�000n�cn e..� �. �� ONE �T ONERI ONTO 'lif G�iB �--- � '� , t�RB INLET SEDl�IENT BARRIER t+lOT TO SCALE * - SEE CHART FOR �IAINTENANCE REQUIREGIENTS � '; �• •` in . ;�°bo �o, d- ��°° oo a ���_��� ��� � -1 I I-I 1 I-I I I_ CONCRETE PAVEMENT COMPACTED AGGREGATE BASE #53 COMPACTED SUBGRADE TRANSFORMER PAD 3 SCALE: 1'=1'-0 � i: SET POSTS AND EXCAVATE A 4 z 4' �� 2 TRENCH UPSLOPE FR01� AND ALONG STAPLE WIRE FENaNG ,�, THE �NE OF POSTS. � ,.,`TO �FIE POSTS i'��, � � / � i'�' I '�' �N /' _ ''� /�' /'/ �TEP 3: ATTACN THE FlLTER FABRIC TO �,�, THE WIRE FENCE AND EXIEND (T INTO THE TRENCH. NON-WOVEN FlLTER FABRIC // ,� -/ // SEASONAL SOIL PR07ECilON qi11RT Stabilization Practice: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Permanent - - - A - - - */////�/////+ - - #��'`- - - - - - Seedin9---------------------------- Dormant B � g -. Seeding �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Temporary C --• 0 --► Seeding E *///I///+ F.� */////�/////* - - - - - - - - - Sodding G - - - - Mulching ------------------------------ A= KENNCKY BLUEGRASS 40 LBS/ACRE; CREEPIN6 RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR AOD ANNUAL RYEGRASS 20 LBS/ACRE. , B= KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MUICH/ACRE, OR ADD ANNUAL RYE(�ASS 30 LBS/ACRE. C= SPRING OATS 3 BUSHEL/ACRE. D= WHEAT OR RYE 2 BUSHEL/ACRE. E= ANNUAL RYEGRASS 40 LBS/ACRE. (t LB/1000 SQ. FT.) F = SOD G = STRAW �IULCH 2 TONS/ACRE. :/I/• IRRIGATION NEEDED DURING JUNE, ,�1LY AND/OR SEPTEMBER. •: IRRIGATION NEED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. •SOIL EROSION CONTROL RECOMMENDATION ARE BASED ON THE PRACTICES WTUNED IN THE URBAN OEVELOP�IENT PLANNING GUIDE (PUBLISHED BY THE HOOSIER F�ARILHND R C& D COUNCIL, INC.) � Fl / BACKFlCL AND COI�PACT � THE EXCAVATED SOIL �. . SILT FENCE BARRIER INSTALLATION NOT TO SCALE ER�OSION CONTROL CONSTRUCTION SEQUENCE SCHEDULING ��ISIRUCTI�N PHASE G��?UGT�1 �!EDUL C�NSIDERA710N� (SPEqFIC ACT1N11ES OR EROSION CONTROL PRACIICES) PRE-QONSIRUC710N ACTIONS BEFORE CONSTRUC110W, EVALUATE, MARK, AND PROTECT IAIPORTANT (EVALUATION/PROTECTION OF I�IPORTANT SITE CHARACTERISTICS) ��S AND ASSOqATED ROOTING ZONES, UNIWE AREAS (EG. , IMEILANOS) TO SE PRESERVED, ON-SITE SEPTIC SYSiEM ABSORPTION FE1DS, AND VEGETAl10N SUITABLE FOR FlLTER ' SiRIPS, ESPECbILLY IN PERI�IETER AREAS. CONS�j,UC110N A� STAB�JZE BARE AREAS II�MEDIATELYW WITH GRAVEL AND (CONSiBUCTION ENTRANCES, CONSIRUCTION ROUTES, EQUIPMENT ���Y VEGETA710N AS WORK TAKES PLACE. PARKING AREAS s �EQIII�IT BARRIERS AND 1R� INSTALL PRINCPIIL BASINS Af7ER CONSTRUCiION SI1E IS (BASIN TRAPS, SILT FENCES, OU11ET PROiECT10N)• AS�S�D• INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEmED DURING 6RADING. RUN CON7i20L INSTALL PRACIICES AFTER PRIN(�PAL SEDII�ENT 1RAPS ARE (DIVQt50NS, PERIMETER DIKES, WAiER BARS, OUTLET PROTECTION)* INSTALLED BUT �FORE SITE GRADiNG. INSTALL A�I110NAL RUNOFF CONIROL �IEASURES DURWG (�2ADING AS NEEDED. RIINOFF CONVEYANCE S1r�TFUS wFI�tE NECESSARY, STABIUZE SiRElWBANKS AS EARLY (STABIUZED SIREAMBANKS, STOR11 DRAINS, WLET ANO OUTLET AS POSSIBLE MISTALL PRINqPAL CONVEYANCE SYSTEI�I PROlEC110N. CHANNELS)« IM1H RUNOFF OON1R0l- AIEASURES. INSFALL REMAINDER OF SYSiElrff AFTQt GRADING. L� CLEARING AND GRADING BEqN YAJOR CLEARING AND GRADING 11F1ER INSTALLING THE KEY (CUT�IN6/FlWNG, GRADING DRAINS, SEDUIENT TRAPS, BARRIERS, �NT AND RUNOFF I�IEASI�tES. CLEAR BORROW ANO DISPOSAL DIVERSIONS. SURFACE ROUGHENING)f AREAS AS NE�ED. WSTALL ADDI110NAL CONIROL MEASURES AS GRADNIG PROdlESSES. SURFACE STABILIZAl10N APPLY lEMP01�IRY OR PERAIANENT STABIIJZAl10N (1EAIPORARY AND PERMANENT SEmW6. IIULCHIN�, SODDING, RIPRAP� M��S Ih11�lATELY ON ALL OISNRBEO AREAS WF� WORK 15 DELAYED OR COMPLEiED. flUd.DING CONS7RUC710N INSTALL NECESSARY EROSION AND SEDWENT CONTROL (BUa.DING, UTN.IiIES, PAVING� PRACiICES AS IrORK TAKES PLACE. LANDSCAPING AND FINAL STABILIZAl10N STA81L1ZE ALL aPEN ARES, INCUIDING BORROW AND SPOIL (TOPSOIL, 1REES AND SNRUBS, PERYANENT SEEDING, YULCHING, �� REMOVE IEwIPORARY CONTROL YEASURES AND SODDING, RIPRAP STA�.IZE. �I�IMIIENANCE--(1) NSPECT PRACTICES A7 LFAST OF�E A MIEEK� MD (2) MIAKE REPA�iS Y�DFAIQY AFIER PERIODS OF WUNFNL % �� � NOTE: \� RIP-RAP .�.----- SHALL BE PLACED AND MAINTAINED IN - SWALE SO TO PREVENT SILT - AND DEBRIS FROM ENTERING INTO � DOWtdSTREAM DRAINAGE FACILIIIES DURING CONSTRUCTION. IT SMALL REMAIN IN PLACE UNTIL ADEQUATE VEGETATION IS ACHIEVED WITHIN SITE. �OCK DAM �iOT TO SCALE '! I � ► \ � EROSION �ONTROL MEASURES MAINTENANCE REQUIREMENTS Straw Bale D�rn �laintenance Requi�ements 1. Inspec� straw bale dams after each storm event and promptly remove any sediment deposits to ensure adequote storage volume for the next rain. tokinq care not to undermine the entrencheel bales. 2. Inspect periodically for deterioration or damage from construction octivities and repair immediately. � 3. After t�e contributing d�ainage a�ea has been stobilized� romova all strow bales and sediment, bring th� disturbed areo to grode, and stobilize it. S1t Fence Maintenonce Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose, or in any way becanea ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it rewches holf the height of the fence at its lowest point or is causing the fabric to bulge. 4. Take core to ovoid undermining the fence during clean out. 5. After the contributing drainage area has been stabilized, remove tlte fence and sediment deposits, bring the disturbed area to grade, ond stnbilize. Temporary Sediment Trap Mcintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping ho�es. 2. Remove sediment when it has occumulated to one-half the design depth. 3. Replace spillway gravel facing if clogged. 4. Inspect vegetation, and re-seed if necessary. 5. Check the spillway depth periodicolly to ensure a minimum of 1.5 ft. depth from the lowest point of the settled embankment to highest point of the sp�lway crest, and fill any low oreas to maintein design elevation. 6. Promptly replace ony displaced riprap. being co�eful that no stonea in the spillway are above design grade. 7. After oll disturbed oreas have been stabilized, remove the structure and sediment, smooth the site to blend with ad joining creas� and stabilize. Sandbag Curb Inlet Sediment Burrier �laintenance Requirements 1. Inspect frequently for domage by vehicular traffic, and repair if necessary. 2. Inspect after each storm event 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm drains. Block and Gravel Curb I�let Protection �lointenonce Requirements 1. After each storm event, remove the sediment and replace the g�avel; replace the geotextile fabric, if used. 2. Periodically remove sediment and tracked-on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically fo� damage ond repair, keep grotes free of debris. 4. When the contributing drainage orea has been stabilized� remove the gravel, wire mesh, geotextile fabric, and any sediment� and dispose of them properly. Erosion Control Blanket (Surfoce Applied) �laintenance Requirements 1. During vegetative establishment, inspect after storm events for ony erosion below the blanke� 2. If any area shows erosion� pull back that po�tion of the blunket covering it, add �soil, re-seed the areo, and re-lay ond stople the blanket. 3. After vegetative establishment, check the treoted area periodically. Temporary C�avel Construction Entrance Maintenance Requirements 1. Inspect entronce pad and sediment disposal area weekty and ufter storm events or heavy use. 2. Reshape pad us needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediatly remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is convey�ed into a sediment trap or basin. 5. Repair any broken rood pavement immediately. i_ �����������, ��� .��`� � �''��, � �... ...., Aj� � � ti ��f~ ��1 L�� �V� � . � y �,= < _ �- v, � d' �' }�'� � so �ZO� i} - a� ���.� N��� .� ,,,, �. �i 0• '•�.«...F�,�C� �� �+ ''''�����II11�11111���````` oc c� � � � �0 � O U� � � �� � •� a�� � ��c y �, � Nh � u� .�o 4 � no � �c �, c < 0 � r � � 0 �i ¢ r � b o���m � �� � � � �. _ � � � � � � � � � � H � a N W 11' v � � � � � � � � � � 0 . _ M tG N OD O � O � n 1 N � / I � 0 % S N � W i O i li NORTH AMERICAN GREEN SC150 BLANKET -� 31 � DITCH SECTION SCALE: NONE 13 I NOR1H AMERICAN iGREEN SC125 BLANKET EXISIING GRADE � CRUSHED STONE REQUIRED ONLY FOR PVC, DUCTILE IRON AND HDPE PIPE - � CRUSHED STONE COMPACIED AGGREGATE #8 ORIGINAL GROUND OR SUBGRADE �� 9� � SLOPE AS REQUIRED FOR STABILITY DURING EXCAVATION BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF N INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION �, TO 95% PROCTOR DENSITY) � U S � U z � SANITARY SEWER PIPE TRENCH ACKFILL 2 NO SCALE ST0�1 SEWER S1Rl�'IURE DATA TI16LE S1RUCIURE CASIING �E REtiIARKS UPS'iREAM DOWNSIREAY N0. TYPE FlEVA110N TYPE LENGlFI SIZE SLOPE NVERT NVERT 10 S1R �� EASING 1 CONC. END SECT. 42' 12' CP =°1.38X .QD 883.41 3 10808.92 1 2 INLET TYPE 'A' 887.00 28' 12' („P 0.30% �83.60 883.51 ' 3 10837.59 1056232 3 MANHOLE 887.90 30' 12' CP 1.38x 883.41 883.00 4 10809.26 1056254 4 CONC. END SECT. 10809•50 1059Z32 5 CONC. END SECT. 1099281 10600.48 6 INLET TYPE 'A' 887.60 185' 12' RCP 0.30X 884.52 883.96 5 10995.48 10415.�7 7 INLET TYPE 'A' 887.60 44' 12' C�' 0.30% 884.66 884.52 6 10995�13 10371.97 8 INLET TYPE 'A' 887.60 154' 12' �CP 0.30X 885.12 884.66 7 10993.88 10217.98 9 INLET TYPE 'A" 887.60 . 44' 12" RCP 0.30X 885.25 885.12 8 10993.52 10173.98 10 CONC. END SECL 93' 12' CP 0.30X 885.10 884.82 11 11141.95 103d7.51 11 CONC. END SECT. � 11131.14 10479J9 0 > CLAY TOWNSHIP REGIONAL WASTE DISTRICTSUMMARY OF LATERAL INSTALLATION REQUIREMEN 1.Ail houses, buildings, etc., shall connect to the District�s sonitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2.No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3.The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, potio, porch or paved driveway. Air test is required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspector must be on site for the duration of the air test. 4.The owner or contractor shall notify the District prior to covering the installed lateral so that the District con make an inspection to determine complionce with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of �75.00 will be due. This must be paid prior to the time of the follow up inspection. S.Property owners are hereby advised that the County Board of Mealtf� regulates the operation arid maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to o public sewer, a septic tank "...sholl be abandoned and filled with earthen material in a safe and sanitary monner.' Please contact the oppropriate County Boord of Heolth for further information. 6.Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D-3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F-477 FITTINGS - SDR-26 DUCIILE IRON MECHANICAL COUPLING WITH PROPER FlTIINGS. CLEAN OUTS TO BE I.00ATED THREE FEET WTHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7.Bedding: Use fill sand or Number 8, 9 or 11 stone � Fill materiol is to be placed from fi inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8.Laterals shall be installed no cfoser than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D-2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer Prior to inst�lation. 9.Where a transition is made between SDR 35 pipe and pressure qrade SDR 21 pipe, a ductile iron gasketed mechanical coupling 4hall be used. 10.Loteraisshal iterminatewithin3feetofth ebuild;r�gunl esstheconditionsinitem�3abo earemet, No glued pipe sholl be installed ou�side of building foundation walls. 11.Additional information on District standard and speci�cutions may be obtained from the District"s office during bu iness hours of B:OOa.m. to 5:OOp.m. Monday throu h Friday. All District sta��dards cnn be located on our web site at http: //www.ctr .org/. Clay Township Regional aste District10701 North Co�leg� Suite A.Indianapolis, Indiana 46280 Phone: 844-9200 � Fax: 844-9203 ' 12.Septic effluent shall no be pumped out ':nto the sanikary sewer system. 13.The District shall inspect ALL laterals. Please call the District o�ce at 844.9200 24 hours prior to time of inspec�tion 14.Contractors shall lay 14 gauge-strande� vri�es the entire length of the lateral. wre is to be placed on top of the lateral. The District inspector will verify placement of the wire. After insp.ecti , bedding is to be ploced at top. 15.Call before you dig: IUPPS 1-800-382- 544, 48 hours prior to digging. o �� , ;� : p'�j p � ��1 w � � � � .6Q a � 'A�1°�"�P°9�F5 �g9 �i°l0°�"`9 � d�!a 4B v�; o� t^ t� l9�+�,aQ�+g �Yi�41,��� �t�g9� fh� �� ��ffi����b�@�� ��1�"��6r �,�,ta�&e$ �Cda3� a� aaeas��e�e �ffi a����� ��'� a�s `������� @ P S � � �Eb , ff� ! � d ��a��-¢��ua� IR�������J6 '���' ������ 9 � 3' �iitl+arr.a�e i ,���,- _ � � ' �d: � '��,� �i ti ���q� Er�5�y�q��r���[qp . "`"n[.�"�` . �T 1, : � 1 �'1 l R"i �. • �lC�HI��te,9C$B��P�K�\Y,tl�9 � '� S� E : ' ' r � . 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STUDS � 16" O.C. �� � � w/ 51� DRYWALL iNSIDE, & P8it1t w/ BxUS�iOf 6Remel t2'-8• 518' M13U1. BOARD w/4" SPLIT- TYPtCAL FOR EXTERKM FJVTRY SOFFtTS FACED, 8'x8` SCORED CONC. BLOCK - PAINTED. QtASS 8 ALUM. DOOR w/ SIDELIGHT w/ TFJ�lP. GLASS .` y E.I.F.S. OVER MET. STUD .. . •. , . 1�-4� FRAMIMG.3/4'PLYWOODB� CONCRETE WIWC AREA � � .a . " fM • c �.-------- - ` 1 1J2' INSUL. BOARD. 2'2' 2'2' 2'2' 2'2' ' �' - a� �2��" Z��� `�'� , g , , • � � � ��\ u � � � � • t � �� � � �1 G� i �i, - L__ ��.._� r •�-- � -�r , ..-,�' ) -J `� � 0 �� . � 2, �2, I ( 2, I I 2, I I 2, 6_4� . .5;_8, •, ."5,_8. � Z� --- � i (�----� �----� �----� • . . ' . q� � iu '�' ' • ' • • -1'4'... .,�, '. � :' ------- ------� � � 2'x4"CLEAR'ALUM.FRAMES 2�_�• w! 5/8" MMI. CLEAR IIVSUL. 18�-8N G�6�',4• Ej�-2"' GLASSFIXEDWINDOWS. DIMENSIONSAREFOR MET. STUD FRAMIIVG. D etail Plan Ent E I.F.S. CANOPY OVER MET. STUD �� � FRAMING. 3/4" PLYWOOD � 1 12" � HVSUL. BOARD. .� � 3 � 40'-�' 8 3!�• THICK, 12' WIDE, IN3tA.. PRECAST CONC. WALI. P.NVEtS. B_ __ _ _�-_ _ _ �. �i � M WAREHOUSE 'd' SEALED CONC. FIOORS TYPICAL 3 � A-6 I C - - - - - i NOTE: PROVIDE 6' MET. JOISTS � 18' O.C. ALL DEhttSING WALLS ARE � w! 5�• DRYWALL CEILING �+ 10' FUTURE CONSTRUCTtON - � ABOVE FLOOR - TO CE�IG LEVEL. I AND NOT IN SHELL' CONTRACT. PROVIDE 3 5t8" MET. STIJDS � 16" O.C. w/ 518' DRYWALL ON �TH S�ES. EXTEND TO TOP OF CE�ING JOISTS TO CREATE AN OVERALL'ENVELOPE' � 14' p� — _ — — — � � LADDER-SEE/b8 � � � 10 I ` `---' A-8 � �' MECH. / A-6 N uT«rnr � 0 ,� � . � 27'-3 5/8' 13'-4' ` -- -- � � ,�-- - ---_ � h i'� `�� r' / � 2'-8 1,_4, ���\ � �, �, E — =_- - -- f - _ - � e,,. � 1 g'-8" 2'-8" 6'-2" � 14' 19' � , SEE DETAII PARTIAL PL1W �\ 2+_8n S�-' ,� 3�� ABOVE FOR IfVFORMATION. �� \�'�� 2'-$• ��� 8314'THlCK,12'rYDE.N3lx--' '�-- �.- PRECA�T CUMC� WN.I PMlEL3. A-S ��+ SEE ELEVATIONSFOR 'GROOVE$ d� SCORE LNE3 4 _, 2 A-7 � � 40' C� 440' A�7 40' 7 1 1/�' ME7 GE�1_6R'1Ak �--� „"• '"(IN. CsYP8l�h1 BOARD SID� OV�R B' MTL. 8?t�S 6' O.G. - ;IFY W/ EXTERIOR UJA1.L CONDItiON � >VIDE ADDItIONAL S1'1,{p FRAMIT�Cs �Gi'D AT COLUM�I. C O LUlVII�T F`UI�I�IN� 8� WRAP N.I.G. - FUtURE CONSTRUGtION � � 0 40' �] 40` DIMENSION INFO NOTE: DIMENSIONS ARE FROM EDGE TO EDGE OF STUD FRAME. EXTERIOR WALL ARE TO OUTSIDE EDGE OF FRAME, OUTSIDE EDGE OF PRECAST OR CONCRETE WALLS. � THESE PLANS ARE INTENDED FOR "GUIDELINE" BID AND CONSTRUCTION PURPOSES ONLY, AND DO NOT INCLUDE DETAILS AND METHODS OF CONSTRUCTION FOR ALL AREAS. SUBSTITUTIONS OF MATERIALS AND METHODS MAY BE PROVIDED, UPON APPROVAL OF OWNER AND ARCHITECT. THIS ARCHITECT CANNOT GUARANTEE AGAINST HUMAN ERROR, OMISSIONS C?R INACCURACIES CONTAINED WITHIN THESE DOCUMENTS. ALL CONTRACTORS AND SUPPLIERS MUST VERIFY ALL DIMENSIONS AND DETAILS FOR THEIR WORK, AND REPORT ANY DISCREPANCIES TO THE ' ARCHITECT PRIOR TO FINAL BID, FABRICATION, CONSTRUCTION AND INSTALLATION OF ANY MATERIAL. 10 40' 11 12 40' ( I I I I I i � � ' i A4� , � I ' 40 40'-t ' 79'-8' 40'-�4' _ 39'-� ' ZZ� I � v I - - I - �-- - - - - - I - - -- ---�----- � - 6- - � -�- 3' x 7' STEEL iNSUL. DOOR 8 3/4' THICK, 12' WIDE, tNSUL. PRECAST CDNC. WALL PANELS. � � ! � f � (I NOTE: THIS BUILDING IS FULLY � 8 3!4' THICK, 12' WIDE, INSUL. � i SPRIIYKLERED - ALL PRECAST CONC WALL PANELS. + I � DESIGN BY OTHERS. f � I I ALL STEEL STRUCTURE DESIGN AND INFO. BY OTHERS. I � — — — fi-- — --r-- — — — --- — — — --�-- — — — — —t--- — ---�— --- — , , , � ► PROVIE}El+�+4 ENC�kPkEERE�MEGF+ WAREHOUSE WAREHOUSE SMOKE REMOVAL SYSTEM, oR V�fi4f�EHOUSE WaREHOUSE SE1ILED CONC. FLOORS TYP(CAL SEALED CONC. FLOORS TYPICAt �RLY SUPPRESSION FAST-RESPONSE SPRtNKLER SYSTEM, SEALED CONC. FLOORS TYPICAL SEALEQ CORIC. FtOORS TYPtCAL � � OR- � I I FRE3WQE 4'x+� SINOMfE & l�tHtF VENTS @ 120' O.C. MAX. IN THE ROOF, AND, SHEET METAL OR GYPSUM BOARD'CURTAIN BOARDS' STEEL COLUbtNS - QESIGN 8Y gT1iERS EXTENDING OOWN FROM THE ROOF I I I i oECfc s� x�r. a�.oc,�o I _ WHERE THE 'CURTAINED' AREA _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - nQES (�IQT EXCEED 5d.00Q S.E. I I I I I NOTE: NEW 8' METAL STISWALL f�FENl6� METAt STUDWAtl ( TH13 BUILDING IS TO RECENE (18 GA. � 18' O.C.) w! ONE (18 GA. @ 16' O.C.) w! ONE NOTE: ( A FULL WET TYPE �ER UYER OF 5l6" F.C. DRYWALL LAYER OF 5/8' F.C. ORYWALL ALL DEMtSINC YYALL.,S ARE SYSTEN - CLASS I Q WAREHOU3E ��CH SDE - ON EACH SIDE - FUTURE CONSTRUCTION - EM9VD FltOM SLAB TO DECK, PROVIDE SEALER FOR CONC. FLOORS EXTEND FROM SLAB TO DECK, AND NOT IN'SHELL' CONTRACT. I I 8'LIGHT HAZZARO' F'OR OFFICE. � � I DESIGN BY OTHER3. ��G ��� I PROVfDE FiRESAFIFIG � DECK ANO SEAL ALL PENETRATIONS. I AND SEAL ALL PENETRATIONS. p.r.c. - FunmE�avsrRUCrrav I rr.r.e. - Fvrrtr�cavsrRVCn�u I I I I I — — — — — — — — — — — — — — —�— — — — — — — — — — ' - -- � � 2 4 Z Z 2 DOCK LEVELERS - SIM. TO A-6 A-s � A-6 A-G /�-6 KELLY, FX, AUTO. LIP EXTENSION, Z' x 4"CLEAR' ALUM. FRAMES 55 KSI., 35,000 LBS., MANUALTYPE. w! 5/8' MIN. CLEAR INSUL. TYPICAL OF 4 IN TWO AREAS. GLASS FIXED WINDOWS. ` DOCK LEVELE - SIM. TO SAN ITARY SUMP PIT - TYPICAL FOR ALL. KELLY, FX, /1tfT0_ LtP EXTENSfON, SEE PLANS BY OTHERS. ���" �'� ��' �u� CENTER ABOUT COLUMN SEE DETAIL PLAN TYPE INSUL. STEEL OVERHEAD DOOR @ ENTRY TYPICAL OF 4�! ?WO AREAS. � CENTERLINE. MAWUAL OPERATED - ABOVE FOR INFORMATION. ( 13 4 SEE DETAIL PLAN ABOVE. 9 2' x 4' WfNDOW - TYPICAL - A-S SEE ELEVATIONS ANO DOOR . iO� I 3O' SEE DETAIL PLAN ABOVE. SCHEDULE 30' 30' � �r-r s� � � �s�o oocx �► 8EE SfTE PLMIS 8Y 071�i3 Pot�n oonc�tE r+�r,�,a�.� wN.� - s� o��as oN snE 1 c�w�u+s sr� sPa. coowu. n+is vuw.�r A.�ws a o��as aN srt� �cnn�PUHs s►�ts �+ �►+r+u sPS. N (� O� VEET. z O x � S 0 0 0 0° � -- ___�__ � _________ ____-J ���_��___ 14' OVERHEAD `---- —�--� —=---J +a� ovERr+�o 000R r overmFl+o 000R `— 9' 4 14' 14' 9' 26' 6'-2" 8'-2" 22'-2" 14' 14'-10" ' 9' 9' T-2" 9' 9' 4 19'-2" 14' 6'-2" 25'-8" 18'-8" 2'-8' � 3'-4" 5� 3'-4" 4'-5" 4'-5" 3'-8" 9 3.5' DIA. STL. PIPE BOIlARDS, 9 4' 11BOVE FLOOR 8 3' BELOW RECESSED DOCK AREA POURED CANCRETE RETAINING WALL - 4 O�- 4' A-8 FLOOR SET IN 12' x 30 8 3/4' TfffCK, 1? W�E, NVSIlL. A-S SEE DETAILS ON SRE / CtVIL PL/WS EpGE-0F�RECAST OPENING TO CORNER � PRECAST CONC. WALL PANELS. SHEET SPS. CONC. POST-HOLE FOOTING. ' TYP. AT OVERHEAD DOORS. � 60 COORD. THIS PLAN w! PUWS b SEE A-4 FOR DETAII. A� 5 DETAILS ON SITE f CML PLANS sr�TS sP� nir�u sPS. ,��' \�/ 440' �� �� ��9�o��eEQR/ . . � �--��� o iv ta � /� 6" = t'-o" +�- � - � � i--� � E-' � Z � w � � � � `.J � � � � H � Q O Z F'�� �� � I � � � � � a w �i .. Q � � � 0 � w � � � � � Q�i � O � � � N Q � � � � _������ .��.�a��� N � a��oc��� ��L� ��� � O fl-� O•-� � ��..� �.��_ (a��� �030 LL �Q+-� ��� � C� �N LCC�NU �.��-� � � ���,��� ���,����� r--� N � � 3 ;� �>+ � c!1 C � o V a_cn C •�— —L�O�OCO Q tA (� U +r U . _ +r � � ■ � N � i '� � � Q r � • ` ? N � aoo^ �� � o� o�o � � � �� � � , a � o °� . � � � W r I � C � W ° °°� o ,� � v+ N CO Q L� •'� � � � � � �� CERTIFIED `�`���►�iitiiiiiii ``��.��� E. AN� ���,,�� `,� o ��� � S 7 fR�oo�','� � No. = 0 4.Q2$ o = STATE OF ' � P ` ; ��0 I AN ,� ���'�. qh'CH I TEG� �•```. �����►�i�i�tt������ _..a. f ' 'ay^�� ; .� - � � DRAWN CHECKED D.E.A. REVISIONS sn�o� 9/13/01 DATE ' 7/30J01 PROJECT NO. 200102 SHEET TITLE FL04R PLAN SHEET . � � � . � 0 .' - o -. � . � .. • g ' o . � , Z J • a � O . � ' . g . d. 0 • . r� � � � .� . , 3 .. � o _ � �. � W J LL � . Q 0 � I � ■�wM. -,,..., �•� r , �-. ;. , i /fD1�1Q'J7 �� F� � fIJ19rIR IE1dGIE �ua�v u�rr a�+s �Y � -- � � �� UW SL`NJ�MIT OQODD i�00( ' � FRr.� �. � � eoa '' � i'� ' z TYPICAL ROOF DRAIN DETAIL A-2 R�NII���LAI� : �,l�� � A ��._- F.� �. � � FA8IENER /2' t).C. S� � ROOF CURB @ , HVAC UNIT j 6'� P.T. � 9�EPQt IENGRI !�S R6�/�D W ���.�� 1�AL AooF r PAO�1�11oM u��t �RN� poo� F.R.P.T. � � r wooc iww suWartr s SLEEPER DETAiI �;�p��g Ra�J�E�IEI�� s WALKWAY PAD DETAIL A-2 � FASI�ENED�Tn C�URB 2X10 F.R. P.T. W000 f� �FlJ ����M1E ... : •« > >- . . � c � ri - �; � , . -, � a ♦����► " �~i • ' 7 : M 7M 1 �A � •�• •: ,� •� 1 . r� �, . '� i�� » ;: . 4' ��r�::i ��� _J� �.i ti �►� Yli � �� 1�EEEYE FASIEI�D i0 NTL RaOF DECK 4 FLUE STACK DETAIL A-2 � ROOFING NOTES : 1. fURN1SH �C INSTALL A ROOFlNG sYS� � s�cr oo�u� w/ �owrrn�c S'PEqFlCATIONS. 2 PEI�ORM ALL ROOFING 1NORK IN ACCORDANCE w/ un�wF�cn�'s Pusus�n s�aFtcanoNs dt ��..$. 3. FOR ROOF PENETRA?IONS COORDINATE W/ STRUCTURAL. �IECHAlNCAL �C PLUwIBING DRANANGS 4. PROV�E ADDITiONAL �C/OR TAPERED INSULAl10N AS REQUIRED FOR PROPER - POSIIIVE DRAfNAGE. a�n wo � P 80tR�Bt FtN10E +wi�av n��ww) ---�� «a� ara•--� 4 � �I ��i� , 1 �� .� . y," �� .. � . � a,�Or �-ar aC. wx. GPIIwIL�fIJIN�ID � � 0 O ° '� � � nr �art R�� �io�nr�c � o �NOwv� ER C� P�►RAPET GONDl1CTbR F'IE14D TOP TiLTED DOYN� FOR ►tAXM1ulA ONERFtow FOR FIO(�{i) d( LOC�AL COOES 8'x8'+/- 2' MIN. PAN DEPTH SCUPPER @ PARAPET Notes 1. Overfiow openings ore recommended in heavy icing �eas and for drains that may become plugged with leaves or other debris. Check local codes for elevation of overflow opening. 2. Conductor heads and down�pa�ta shoutd be fabricoted of the same moterial. Recommended minimum for construction of conductor heads is 24 gauge golvonized steel, 0.032 in. aluminum, 16 oz. copper, or 26 gauge stainless steel. 3. Edges of conductor head must be suitably stiff, based on dimensional chorocteristics. RoOF DRAw�cF cYSTE11s N07Es (APPUES TO ALL SHEETS) �. aooF oa�ws su�tt eE .i.rt. s�ni, w�, oa ,ios�w: sEra�s z�oo. ROOF ORAfNS SHALL MiAVE CAST IRON BODY, CAST �RON DOME. DECK CLMIP A95E1�LY. ADd15TABli COLJ.AR. MID DRIAN RECOVER. All ROOF DRAINS SHALL BE a' OR 6' W/ 8" OR 8' ROOF CONDUCTOR. SEE PLANS. 2 ROOF CONDUC7�R PM�ING fRql THE ROOF DRAIN DOWN TO BELOW «�����,��Y����. ��,� � �«,� � ,� � �,� ��. 3. THE lA�1DER�DE OF ROOF ORAM PAN, FIRST ►IORI20NTAL RUN OF ROOF CONDUCTOR AND TFIE F1RST S FEET OF VERIICAL ROOF CONWCTOR fROAI � RooF ow�w sF+nu eE iNSUU�n w�n� �/s' ARw1AFLEX INSUlAT10N. 4. ALL ROOF CdNDUCl�R Alq STORM WATER PIPING BQOW FLOOR Mi90E 7HE BIALDNG 91ALL BE SCHEDULE 40 PVC PIPE. I s, pROVIpE A CLEAN—OUT AT THE BASE OF EACH ROOF CONWCTOR RISER. S. 1MOOD 4' x 4' SHALL BE SET ON PAD AS DIREC7ED BY THE ROOFlNG �,�,�,�. 7. 1MDOD �' x 4' SUPPORTS SMALL BE PROVIDED E1�ERY 10'-0" ON CETITERS MI17H ADOITIONAL SUPPORT AT TAKE—OFFS, ETC. AS REWIRED. 8. SECURE PIP�(`i TO SIJPPORTS AND ISOLATE PIPING fROM BRApCET. 9. ANY GAS PPWG ON RQOF SHALL BE SCHEDUIE 40 BLACK STEEL PIPE wTM � Paw+r+n conir+c oa ww�Pm �nn� Pav�nNn T�. 70. PROVmE A FLAT 1iEADED BRON2E GAS STOP AHEAD OF EACM GAS CONNECT1aN TO EWIPMENT. IENSION INFO NOTE: MENSIONS ARE FROM EDGE TO EDGE OF STUD FRAME ;TERIOR WALL ARE TO OUTSIDE EDGE OF FRAME, 1TSIDE EDGE OF BLOCK OR CONCRETE WALLS. � NOTES: THESE PLANS ARE INTENDED F�R 'GUIDELINE' BID AND CONSTRUCTI�N PURPOSES ONLY, AND DO NOT INCLUDE DETAILS AND METHODS OF CONSTRUCTION FOR ALL AREAS. SUBSI1TUTlONS OF MATERIALS AND METHODS MAY BE PROVIDEO, UPON APPROVAL OF OWNER AND ARCHITECT. THIS ARCHITECT CANNOT GUARANTEE AGAtNST HUMAN ERROR, OMISSIONS OR INACCURACIES CONTAINED VN1}iIN THESE DOCUMENTS. ALL CONTRACTORS AND SUPPLIERS MUST VERIFY ALL DIMENSIONS AND DETAILS FOR THEIR WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO FlNAL BID, FABRICATION, CONSTRUCTION AND INSTALLAl10N OF ANY MATERIAL. 1 2 g 4 5 6 7 8 9 10 11 3 I I � ( A_� � � � � � I I � � ,o- �' 4�' 40' � � �, �o, .u• .a � � � � � � � � � � U`--- — — — — — — — — — — — — — — — — — — — — — — — — — — I — — -- I — — -- I ' � I � I TAPER 8 BUILD-UP INSULATION TAPER � BUIID-UPlNSUlAT10N PROVIDE SCUPPERS � 40' O.C. +!- PROVIDE SCUPPERS �40' O.C. +/- AS REQ'D. TO PROVIDE DRAINAGE. PROVIDE SCUPPERS � 40' O.C. �I- SEE DETAlL ABOVE SEE DETAIL ABOVE. � � �--i V 1 O � � w � � � V � � � � H � Q O � � � �� � �m I � W �Ni ��y F-i� W N � w f�-y F_�� ,�„� . . o � � � o '° � � '� �-+ � � � � � � Q � � � V C C�CO � �+-� .. U 12 'v� O � � .� "v .ai -�p �'� d` � � N � "�O c � -0 t� LaL���a� ... o �_�� I � fl, i �.�.+ L= c�a�a�N'3o3c s � �- o cn �. � rn a c }. � ���0•3��� � 3 ��c�Ca�� �3t.����� O V �o. _(A C � — � Q �(aC��U.�O A3 RE(1 D. TO PROVIDE DRNNAC,E• SEE DETAIL ABOVE. ' i i .�N� � � � � � � � a�' � � PREFIN. .040 MIN. ALUM. � ROOFTOP HVAiC UNITS - � �� h coPUVC wi �arrr coveRS. SEE Puws B�r o'n�ERS � COLOR TO BE BRONZE BY � )• • ` Z N AEP SPAN, OR EWAL �/ Q a p^ � � I I I � � � ( w��� � � � ALL STEEL STRUCTURE �ESIGN AND INFO. BY OTHERS. Y �� — — — — — I — — — � � �' � B _ _ _ — —�_ _ -- — �— — — — t--- — — — --fi-- — — — �— — — — 1-- — — — ---C— — — — � �— �� i .°� I Q� Z O � W THIS PLAN MUST BE COORDINATED wl a a ��� � a 0 STRUCTURAL, HVAC, PLUA�ING � O p I ' S I I y ` EIECTRiCAL PLANS & INFORMATION. ( I ai � � ��� I I � W 's � � J �N � � I I I I I I I I 0 �� �� BASE BID: APPROX. RIDGE UNE I I 45 MIL. EPDM BALLASTED MEMBRANE SEE STRUCT. PLANS BY I I I � � ROOFING SYSTEM ON RFGID INSULATION — — — � — — —� OTHERS _ _ _ _ _ CERTIFIED �— _ _ _ _ — — — — — — — — — — — — ALTERNATE: `������niii��,,,�� � ``J 45 MIL. EPDM ADHERED N�MBRANE .�`� E E� N �'�� ROOFING SYSTEM ON R1GID INSULATION I I �•```�P�C��STf�QF O�i'•� � � I I � � � � _ �' No. ° = � 0 4028 � - 3 I I i f A-6 w = STATE OF = ROOFfOP HVAC UNITS - SEE PIANS B'Y OTHERS � �'•, �ND I A�P .��: � � � I I ��''�.q�ii I'fEG�.��``. R-19 ROOF INSULATTON '''`''I'",,,'`,,`"'�� .�-...�` � � fi - � � o � � ° � � I � � � DRAWN � � � � \.:J - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - CHECKED _ _ _ - - D.E.A. ( REVISIONS PREFIN. .040 MIN. /1LUM. $%]/Q� � COPING w/ JOINT COVERS. A-6 9/i�lC91 COLOR TO BE BRONZE BY n STEEL RO�F IiATCH - BILCO OR EQUAL � AEP SPAN, OR AL. 36' x 4Y MIN. OPENFNG ' DATE rqOVIpE SCUPPERS PER ELEVATiON3. TAPER 8 BUILD-UP INSULATION PROYIDE SCUPPERS PER BEVATION3. TAPER & BUILD-UP INSULATION - 7I3O/O � � g� p�/� �gpiyE, I A8 REQ'D. TO PR01ADE DRAINAiGE ���` �.� SEE DETAlL A80VE. A3 RE�'D. TO PROVIDE Df'iNNAGE ��.F�t��.� t � „� �� PROJECT NO. � Z -5 � . .-. 5!8' Exlerior Drywri - R�Ik 1K1 @7E�f10f �IIBI 'TYpICAL FOR EXTERlOR EMRY 80FF�78 �..�� 1 A- 5/8' Exterior Drywaa - Paint w/ exOerior enarnel TYPICAL FOR EXTERIOR ENTRY SOFFlTS R�04F PLAN 3i�-- , �-0• +i- 0 ��' , '', /N\ , , , , , , , � \/ M�I �� .. 14' OVERHEAD DOOR ---- - E.I.F.S. dc FRAME CANOPY BELOW - SEE A-1 dc A-3. �..'�*;r 200102 __===--J SHEET TITLE 5/8" Exterior Drywall - Paint w/ exterior enamel ROOF PLAN TYPICAL FOR EXTERIOR ENTRY SOFFITS SHEET - a 1 � 0 � � - c E � II � � A � � �,, n , i r SGORED, SPUT-FACE DECORATNE BLOCK IAISUL. 6lASS W/NC10W5 - w/ BRONZE ALUM. FRAMES � � � _. - �, ._ } ' ` •, . • � .� .� o : r : • �. . �:��������� : - . , - l�1� ■ ���.��.... �„��.....n.�.r.+�. �w..M���...�.saw�.�� �..�.�.�..�..�.�... �.r■ � � « _ ��� _ ..�, 'r��..�`"�� ' �r � A-$ _ _ _ _____ . ELEVATION 111DTES: PC1= PRECAST C0I1tC., PA/N7ED, S TEEL FORM Nd GRDOYES PC2 = PREGAST CONC. - PAMfTED, W17H NO GR001/ES. COLOR SCHEDULE: pASED UPON EXTER/QR PA/NT SELECTIONS FROM SNERW/N WfLLAMS, COtOR ANSWER& C1= S W 2182, POTTERY URN C2 = SW Z06S, NANTUCKET Dt1NE C3 = S W 2429, PALA/S Wt�1'E , C4 = S W 2338, AfA/ZE ' C5 = SW 2308, RiVERBOAT �oor /1na Window Elev. E.I.F.S. SCHEDU�E; BASED t/PON STO ESSENCE SYSTE/I, MED�[!A�/ SAND FlN/SH. E1= �20303 E2 = #10609 0 � t i N � � o� . � � �. c • tY' YY1DE IWSUUTED L 3TEEL OVERHEAD DOOiR PRECAST PANELS - PA1N7Et) PIRECAST PANEL JOlN75 . o, o. f� �/ � P�c� � � COtOIt 3 , COLOR 1 i co�oR z . co�oR � � coc COL COLOR 2 COLOR 1 SCORED,SPUT�ACE DECORATNE BLOCK COLOR 5 Mrsuc. �uss rrtwcows - w/ BRQIVZ�E AWN. FRAAIIEES � � PRECAST PANEL .1i0iWTS �Para t + 30'-0' A 3s � � 12' IMDE IIYSULATED �Z PRECAST PAMELS - I I PA/NTED COLOR Z . F��LER COtOR 1 S7EEL P/PE RA/L1MCs � ' �Z , _"_' — --` "'— �— c �, RECESSED DOCK ARFA , � A-6 440' 6 7 8 40' 40' 40' IE./.F.S. OVER i 1/2" INSUL BOARD I y� x 1/7' DEEP F'+ORMED GROOVES b 3 5/8' MET. SNDS � 16' O.C. I SCU�PER I Ct/PPER � � 9 9 i A 9 A. @ 6 6� A � 9 9 6 � I � I � PC1 i i i ■! •••- �. , • , � - : • - r � i - • . ;�, . � • • • � ! � - • • • � � d � � 1 • : • -. — f � -:• • �• •• --------- -- ------ ��■������ � . . - ������ .� —�- .�� ��—� � r ..- � � � � � � � � n �� ��, .� u v v �+ � v • ����� ��hi�l��l:t� - --- -- ������� ,. _ • .- . •- � _- -- _---- ��a , _ -- -- --------- ------------- � ■■■■�����■■■ ■■■.■■■.■■■ • � ' • e • - ■���������■ ■■� ���■ ���■ - - ----_ ___-- ■���������■ ■a� ���� ���■ ■■ - --- ---- --��!1� �::::�\� �� � - ---- - ------ — � .... ��n��I ■��■ ■■�■ �— ■��■ ���■ ■■■■ / _:::' �/ «. . - COtOR 1 COLOR 1 Partial Detail Elevation � 4 A-8 z PC2 COLOR 2 COLOR 1 �_ I I pc2 Pro osed Side Elevation - West p iH6' =1'-0'+� 11 10 � 8 4' 4' , � PR�ASTPAUl1�L3 D � I � PRECAST PAl1�L .lONTS PAI�ITED • • • . • PC2 � � I � (. � I. . . � I � ` 1 i,� . I ! . 1 � I � 1�� I I I t I I ca.c� � . . . 2 . . . cocoR � cot.ait s . . . 1 � � . . � � . � �" _ � � � � Parapet � + 30•-0' , � 1st FLOOR SLAB = - 0 - 1 �' W/DE INSUW TED - PRECASTPANELS- PA/NTED �iy T 40' ISCUPPERS � 40' O.C. +,l- � AT REAR - TYPlCAL. SEE A-2. � �2 � I � j � f! �2 I n ( � II � ,� � � 1 ��� 0 �� � PRECAST PANEL JINNTS 6' 18' — I, COtOR 4 � , o� , �� � COLOR 3 �Q- I � i ni , I � I 9 10 11 12 Z ��-, 40' 40' 40' . 17' WIDE /NSUTATED . . . � PRECAST PANELS - 8' x 8' SCUPPERS 3 8' x 6" O Z P/INVTED PCt ( DOWNSPOUTS - SEE A-Z I Para t + 3p'-0' Top �Preaast � � w � SCU SCU $CUPPER � 9 6� 9 � A 9 I 9 9 9 9 6PC1 9 9 � � .I w . PRECAST PANEL JOlNTS ,� i � � Z . � � � Q O � . . � Z 1st FLOOR St.�lB = - 0 � ~ ~ DOCK AREA �m I � SCORED, SPUT-FACE /NSUL. GLASS N?NDOWS W � � }' 1 DECORATNE BLOCK w/ BRONZE ALUM. FRAMES � � � � E.LF S. OVER 1 1/1' MISUL BOARD a b 3 S/8' MET. STUDS � tQ' O.C. w � w .. � � o � 12' {MDE /NSULAIED ►-� ,,� �SEE DETAILS AT LEFT PA/N7E0 PANELS - � � 9� 6� � ��.., O � � � � � �,. • n Q I � N , m � ; � � N , ""' ��4. I � u • •- - • .- �� � — � � � _ � �� � 11 ' ' ' ::� ' � PC2 COLOR 2 � COL��R ! � �� Pc2 � � I � PRECAST PANEL JO/NTS � I 0 s�X rs�� nooa . � r .-, I N i-u � C3 w, +r �+ � � C� � � � ��-. i �� O ++ �.i 6' i � � °� cn � +'' � .0 '� ,N , cotoR 3 ;� CIRCULAR °� �' � a L c�o � ��OC��� PRECAST BANDS � � ` � � � °' O �-,� O •- � �' L � — _ ca�o�L_ , � .� .°�c N 3 0 � c -. rn a � �.�'� � c� N� ���; �'3•�' �� ,� .� - COLOR 1 '., o COLORS ARE GENERALLY SYMMETR/CAL 3 v� ca c c� — � � � ABOUT CENTERLINE OF FRONT OF BLDG. � � � •� � � � v� , �o�acnc•L� "'_ L ` O ' O ''" N�''> Q tA (Q U+L.. U.c O o `� N � ■ ;r N � �, � �j � � Z • ■ �, N � Q a p -. � � � w p � � � � Ci v D E O � � e , 40, �''� OC � - � � � � 3 . . Z � �� A-s 9 a a � �0 ■ A-8 W � � � _ Panpot �+ 30�-0- � W o a� � 'N � J � � ! � a � �� � � PC2 12' WlDE /NSULATED Q��� � � I PRECAST PANELS - m� COLOR 2 PA/NTED ' 2' 12' 2' 12' l� , CERTIFIED � i I PC2 � S TEEL P�E RAfLMIG ````��� � ►� � � � � �� ����'' ```� P� E. A �R' �'. .' a �G� S T£,��, �� =� - � � � 4028 0 � � RECESSED DOCK AREA = STATE OF ' Pro osed Side Elevation - East 4� =-.,,,, qN01A�� ,,,,.�� p .,,,,� � ��,,..� �. 1/'!6'= t'-0'+/- � . � . . � . P�c't� �►��d Rear Elevation - South � � � � v�-• r.a�� . � - �� � 11 . I I co�.aa z . coLOR � � II `, PCZ ,i�iiin,�� ,.�`` A�," },��- � .�� DRAWN CHECKED D.E.A. 3 2 � REVISIONS 4' 4' 8/7/01 9/13/01 �IPREiCA3T PANELS D I PRECAST PANEL JONVTS ( P�4BIITFD Parapet � + 3p•.o- � DATE � i . I . 7/30/01 IPROJECT NO. 12' 12' 12' �' 1' 12' R�R 200102 ��� 2 SHEET TITLE ca.oR � ( � � � � �z I i I � . . EL.EVATK�VS 1 st FLOOR SLAB =- 0-_ h -q-- 35r 7'STEEL u�rsut. nooa- " SHEET PA/NTED. _ _ _ I __1 m m 0 � � 0 � � � � '� - _�,�� 4 �a�e .4a�saiv: EPS t� pASE CAAT WITH I�lM�1o11CI1J� P'�dFi �DED , '�'— L� f!� 1�M 101-i f— �/4• fi! nn►) MIN. � ���� A!! p/FTAIL At07 � *OR a1�001IE �� Io�rsiae co�sR � SEL� DlTAIL db�l � � ��^� � � j'— '_' — � �r d�emn coiere�e ►�or�, � urcorrc�ia�a -�'-�- e�e at�r,euL c.4ai �an� er.�, r�viae vt�T- ILATtON AS 1�f.�1N�C a i�vsuL�-r�t� so�i-r �Q-� uauQ � see�+� �r� bilA7{�tlTitr! � N tIQD Ml�IMIE Ai e�ara+� �orir+ ,;, .�,;,:�, - e�a� aa�r Mn+� . rc�cNS�+e�o� w �+�+ auee rrr�ee witaa� eaw t w�wei� tt�iat (AIeL�IC�11rC *ICUOI�AL) iwr�a►�+ r»��. � � w� C [NSIDE COi�N�R a-� �wnwa � w�weuann�+w�s ��eni�iei w�wt�o�+�e ��� �� D pUTv I I� E GOi�IE R a-� «emw � -�.. ��.�.� ..� w�wr�ee��oNc :;:r- ;. :�:i�::::,� i�. ��� ��R�.�� .»� � 5�e� _-� 5�8� i 6/8' �oa� ��-�,� � �5 �o� ��� �� ���� ����5 �� � 1 1 � � TR�CK ANCNORED U1/SU I L T- Uf' L's J�1"�� I � � � � reTa� e�vs • r�o�c. 1 F��iM. D�R 1 lR�f'E GONC. SL AB W/ S' G�ANN�L i �%i HEAD � JAMB 2 E t1�811� E GOi�I�R �„a,�.F, t vz• , �,-o• q_ 4 eca�.e. r.��-o� A-4 a-4 nrt�ar � rutu�e �e�uwt rl�r'�t ��r1� v�oc�c �w. - N�IY.L f�t P�a M� �'fP m Q� i Vt flRN. lt�� a01��te�v mrr� �-- � �-- . CONC. SL �B UJ/ 3x3x3/1� "L 4' Ca1JlIRDr�ObT. 8EE eAZ -_-�:- �-1.1"f. DR � �R,41"IE C �4NGN0� � S�I 11"I TO P.C.) CONC. ST OOP w/ �/2 �P.F.�iCP. i�. J .. . - , • � . � . ...:. . - , — � .,�::: ��� -� '..�—� ►���►�� ? - ---. . ����+�j = . _ . . �. . . . .��..� _. �. .., �: . _ . ������: ���������� �� � -, . _ _. _._ . . �� _ .� - . -.. _. . ' " 0- _ -. � - - -.. . , � -.. ��,-.. •,: .�.. ;.,.,�,.;; .;: ;;:: ;:•;.;:,.;�` . ; . ,., ; : �, , :,.; :,�:.,� � — .. ;... �: : :: . .: . � .•. •: . ' : '� � J 1 • -, +r �� � � i ! N � � • 1. � � ' • . Q '�' � '� � DooR F DOOR SIZE MATERIAL FI1�IISH DOOR HRDW MATERIAL TYPE FIRE REMARKS IviARK TYPE SET LABEL W H T H.M, a0lER. THRES11a.D, vEATfER STit1PVED A 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 LOCICSET 2 pM� �AR, DEI►�HpLT H.M. 2 a.omt. r�+o�n, w�n� srK�n B 3'd' 7'-0' 1 3/4' INSI�. METAL PAINT 2 LOCKSET �����T � 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 LOCICSET H�� 2 P,� ��' �� s�� D 3'0' 7'-0' 1 3/4' INSI�. METAL PAINT 2 L�qCSET H'M' 2 P� �, �' �'T� S�D E 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 L�CKSET � z < P,�'�, ��' �� �� F 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 L�CKSET � 1 P� � �• �� � G 3'0' 7'-0' 1 3/4' INSUL, METAL PAINT 2 �OCICSET H� 2 P� '�, �' �� �� H.M. 2 a-0lQ. TiliESlIQ.D, vEATFER sTR1PPED H 3`0' 7'-0' 1 3/4' INSt�, METAL PAINT 2 L�CKSET P� �, �T �, 2 a-a�. tw�sHa.n. v�►n�rt snt�D I 3'0' 7'-0' 1 3/4' I�, METAL PAINT 2 L�KSET � y� ���T ,J 3�p� 7'-0' 1 3/4' INSUL, METAL PAINT 2 LOCICSET � 2 � �' �� �� K 3'0' 7'-0' 1 3/4' GLASS !� AL BRONZE 1 L�CKSET H�� 2 ��' �� S�� � 3'0' 7'-0' 1 3/4' GLASS & AL BRONZE 1 LOCKSET � 2 ����' �� � M 14'0' 14'-O 1 3/4' �D PAINT 5 LOCKSET H�� 2 N 3'0' 7'-0• 1 3/4' INSUL,. METAL PAINT 2 L�lCSET H.� 2 P� � �' �'� �� p 9'0' 10'-0 1 3/4' OHD PAINT 5 L�CKSET H�� 2 p 9'0' 10' 1 3/4' �iD PAINT 5 LOCICSET �� 2 Q 9'0' 10'- 1 3/4' � PAINT 5 LOCKSET H�� 1 R 9'0' 10' 1 3!4' OFID PAINT 5 L�KSET �K 1 S 3'0' 7'-0' 1 3/4' INSUL. METAI. PAINT 2 IOCKSET H� 2 p,� �' �� �� T 3'0' 14'- 1 3/4' �D PAINT 5 LOpCSET H'M' 2 U H�M. P� �, vEATFER STR�PED 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 LOCICSET 2 V 3'0' 7'-0' 1 3!4' GLASS 6 AL BRONZE 1 LOCICSET �� 2 p,� �' �T� Srn�n �/ 3'0' 7'-0' 1 3/4' GLASS E� AL BRONZE 1 LIX�CSET H�� 2 P,'y��'j,�,�' �� S�� X 14'0' 14'- 1 3/4' OHD PAINT 5 LOCKSET H� 2 c�oeot, r�n, v�r►� sTar�n Y 3'0' 7'-0' 1 3/4' INSUL. METAI PAINT 2 LOCKSET �� 2 ��, ��T Z 9'0' 10'- 1 3/4' �iD PAINT 5 LDCKSET �' 2 AA 9'0' 10'-0 1 3/4' p� PAINT 5 LDCKSET H�� 4 BB 9'0' 10' 1 3/4' OHD PAINT 5 LOCKSET � 2 CC 9'0' 10' 1 3/4' DF�ID PAINT 5 L�KSET � Z DD 3'0' 7'-0' 1 3/4' INSUL. METAL PAINT 2 LOCKSET H� 2 ao�' r►�s�D' v�►�a sra��n �wc s�, nEnnaa�T EE 14'0' 14'- 1 3/4' OHD PAINT 5 LOCKSET H�� 2 CLOlER. TNRES�I�D. VEATFER S?R�PED FF 3'0' 7'-0' 1 3/4' GLASS 6 AL BRONZE 1 L�CICSET H.M. 2 �,�c �t, n���T , ,, . H,M, 2 a�R. r�+ow, v�►n�rt srnrn�n � 3 p� 7-0 1 3/4 GLASS 5 AL BR�NZE 1 L�CKSET ��, ��T � 3'0' 7'-0' 1 3/4' INSUL. METAI. PAINT 2 L�CKSET H•M� 2 P� �T�' �T� srrtr� II 3'0' 7'-0' 1 3/4' INSIA. METAL PAINT 2 LOCKSET � 2 � � yE�' �� S��n NOTE� FOR HANDICAP UNITS, USE 'LOWRISE' THRESHOLD. t�TE� HARDVARE SUPPLIER TO SUBMIT FINAL HARDWARE TO ARCHITECT PRIOt TO St�PLY Q2 D�.STALLATI�I. HARDVARE TO � BRUS�D ALUM., MILL FINISH, LEVER-TYPE HANDLES I�TE� PROVIDE 8' x 32' KICKPLATES CMILL FIN. ALUM., OR PLASTIC LAMINATFJ FOR D�RS RESTROOM DOORS. �.-- � �4Ltl•t11�1'1 � ��� , ���� �un� �ne� en ec. oN i Vl' 1"ETAI,. R�IlNCs s�ri��i. vu�. co�.�e+� eeav tM� I"lTAL 'J' 71lM 11'1'P) M�eor°�' �'�e�b) � n� IALI�N FR�1"E W F�cTPJdOR FACE CF BEEATI#�s) HEAD 4 sc�a�.�= t� • r-o� A-4 coaw w�� �■rao �IN!! 7�NOLD w.r� tio�aie � a�a w�r+ w�. �ar� W1H F'I�►6�. APIC�IOR JAMB s sc.a.�• r . r-o� A_4 � F1 �2 F4 FRAME TYPES . � 1 D2 �3 DO�R TYPES D5 __ � Z � � o � � w � � � � � � � � Z H � F� Q � H � m� I � w � � � � � a W � w .. 0 O � G�-� � 'ti � � � di � O � � � Q � � V � C...,C�+.�.�U .� o .� Q.� c � .; '0 � � � � � cu�oc.�-o� L �.L � � � � +-' O �-� p •— .� L L ca�O�s= caa��N�3o3c s s � a... o u� .r �,. � � �� L C N N�U � � +�: � �3 � � (Q � C � C � C � � .�.+ N � -0 3 s '�. � cn c � o�pav�c�— Qc=I��U� U.cO N A ■ .�.. N � a � �x � . ■ � ? cV � a " -. � � �� � � � � � � k OC � �' � � � I Z � � a Q �� � � W � �� W ° �� J �, �► N Q � �° '� � � �� �� CERTIFIED � �,"«����►,,,, `��.��� E. A�y/� ���'�. '���0 ��'G� STE,Q�pO����s = o �2s � = ; STATE OF ; �% �NO I A�P ��` ��''�. q�CH I TEG��.�`��� ' ��4� ���„��,,.: � , �.�.� � ..;,'°F�. - DRAWN CHECKED D.E.A. REVISIONS 8RI01 9/13/01 DATE 7/30/01 PROJECT NO. 200102 SHEET TITLE �� �'0. '�' Aoo� �s SHEET — � � � � � 0 m — �l61R�1A' L16ilb F'd"ER�lE ! �1�"$1'tAb1llt �btLAT10N pr�i� �6 At�bh�€ �CAAT � TA�E 1tiD��� �' a -. -� •r -o .► -� o - . t' � °. - Ei'b 1�BiiED 1RAGK p ° 8' MMI , � d O o -p o'" •" _ — ����C��'�i S $c,Q�,.E: v:t• + i°-ia� ,4-5 7��''i (1�1�4T I01�1 �4�30Y� G��•4I�� O� �.I �.5. g �1�1Ti'�,41�1G�S � SEE ELEvAtIONB, A-3 FOR DECORATt1IE 'BANDS� JS7. BR'G. YAR{E5 - 5EE STRI,IGTURAL � eu � �Ol�i'1E� 'BANDS' • Q SEE ELEvATIONS ir ? 3 5/8' MEt. STl�B � 16' O�G. — w/ 5/8' DR1'WAL� INbIDE, � 5/8' INSl.1L. BOAFZD ua/ 4' vPL it- FACED. 8'x8' .°�CORED C�IG. BLOCK - PAINTED. � � E.IF,S. GA1dOPY OVER hiET. StUD FR,4M(i�Cs, 3/4' PLY11100D t 1 1!2' � IMSIJL. SOARD. � � n � 5F'L.IT-F�4CE BLOCK 3�1 Z 1/2' � 9' �n�. /si.u�. er�aa�r� (Bia�ONZE) TO MAtGH COPlNCs OvER 1/7' EXt. GR f°LY1IJO�OD tOP CJF P.4R.4P'�T ■ 3D'-m'r� TOP OF �'la'�CAF�T ■ ?9'-b'�{, 1 1�1'MET,4L DECK Wltl-I 1l1CstD MgL1LAt ION ANp SMG1.E-PLY MEMBR.4NE �i�. �� �a a�.uM. coPn� BRONZE FINf�N. TREATED � x b FR�41"iINCz � \ � �,TOP OF PARAPEt • 3�'-m' �tOP OF f'F2ECAST = 29'-b' 3EE ELEYATIONB, A-3 FOR pECOR.4tIvE 'BAN03' """' JST. 8R'Cs 1/ARIES rh SEE INDIANA STEEL F,4BRIGAtITJCs PL,4N5 � STEEL JOIST (SEE STRUCTURAL� 26 GA ALIJM. GAP - PAMT TO MATGH E IFS COLOR - GAULK A3 REQ'D. 8 3/4' T�NCI�, 1�' WOE, It�t6W.. PREC�I6T GONIG. tUALL PAT�EL6. (COORp. ERECTION �u/ STL M�FJ � �� -� ,. • � _- - _ - _. .- � �� . : _,, / :.: -. - % � _ .� - . � � �'i ��. / �4 _ '. . - . , , .. � ;►� .. .� -- � ... ... : w r. .. ..,.. .... : .,. ., , .. ..�... • . �•• . ,: : . �. . . . _ .� - . . . . _ _ . ♦ - s , - • • • - • • • :� � :. � - . a - _� � � � _ � �8' HOLLOW CORE (�Ly SlDEL SE�OII�U � � JST. BR'Cs. YARIES - JST. BR'G VARIES - SEE S7RUGtUR4L FOFd'1ED 'BANDS' 3EE A-3 �x s� o�o rrnica� sau� or� FOR WINDOW i LOUI/ER OPt�S l DOOR o�c�s a� ,a� EXGEPT ION) G.G. t0 FINI3H EXPOSED HOLLOW co�s rrn _- - ��� \il\L _ :'���J11 ��■ L B 3/4' CONG. PANELS ( INSUL� (COORD. ERECTION w/ STL. M,4MJF� — 3EE ELEvAtiON3, A-3 FOR DEcOR�TIVE 'BANDS' r00� !1 FNl� �/MLY� ! a1IP BQII� GLEAR ALIJM. OR �r'1ET,4L 'E FUTURE TEN�NT PREPMISHED SILL W/SEAL,4NT hiE7A1. pRIP W/ ---- CONTII�JOUS sE�aLArir couNrERSI,A�ac 3/4' E)(T'ERIOR . T F,4STEN�i? - -1T'.. r� . � : • • • : � � - • �, 1/7' GYP. SD. CsLt1ED TO SIJ�ACF Pi?�01/!DL 1 1!2' FIJI?RINC,s i 15' RIGID tNSUL. T�rc�u.. � EiCTE�o�e w.a�.l.$. �EC�� oVI'�LGS Vi� � ����� I Il2T1EtAL DEC�C WITI-{ RIGIp INSIJLAtION AND 5tP1�sLE-PL1' MEh1BRANE ROOFII�G Wlti-I B,4LLA3T STEEL JOIST C� STRIJCTUf AL) SEE INDIAN�4 STEEL FABRIGATING PLANS 8 1/'1'P.G. GONG. PANELS C INSUL.� 8 3/4' T#-lIG�, 12' WIDE, IN:3tJL_ PRECAST GONG. WALL PANFL3. tOP OF PARAPEt ■ 3fd'-b' TOP OF Pfs'ECAST • 30'-0' BOT70M OF FR.4�'11t�Cs 8'GONG. PANELS C INSIJL� ICOORD. Ei2EGtION w/ StL. MANUF.� - � JST. BR'G. YARIES - JST. BR'G vARIES - SEE S7RUC7URAL SEE ELEYATIONS, A-3 FOR DECORATIVE 'BANDS' � tOP OF E.IF.S. FAGADE � 18'-6' AFF. 3 5/8' MET. S1UDS � ib' O.C. w/ 5/8' t�R1'WALL INSIDE, s 5/8' INSUL. BOARD w/ 4' SPLIt- FAGED, 8'x8' SGORED CONG. BLOGK - PAM7ED. `r E.IF.S. CANOP7 OYER MEt. S'iUD �RAMfNG, 3/4' PLYWODD t 1 I!2' IN5l1L. BOARD. NOTE: EXTERIOR PRECAST WALLS TO BE INSULATED. S�GOPiC. 5LA8 WITH bxb 4/4 W.WF. t b MIL YAf�OR BARRIER ON b' GRAN. FILL � IT�IANA :iTEEL ��RIGATIWCs PL�iI� �EC-nioN �AY��% VL� t �1�D� ._ U '•'' • Z JI�b1RA1E ~ 9�lfR/D►t�IVE • �s ". 3 PElR � � -- — E� Epb PINISN _ _ O �i 3r4�t�.�nAUC � — "- - w ' __ _ _ -- � � _ _ _ _ � � g����°'�'� � ���� v � � � eLOQC � � � O � � a � ���C��ION � � � � sc�E: ��2� = t'-m� ,4-5 � � C�,4D D I1�lC� �' � � � � � I�1S ���� � � � a � •- O � � ►— � � � - � '� � � SEE INDIANA StEEL FABRIG�4tINCs PLANS � � p � � 1 1/2'MEtAL DECK WItH � RIGIp IN°�I,tLATION AND � SINGLE-PLl' MEMBRANE Q ROOFINCs WITN B�LLAST _ N y„_ :«�-� >+ C�CO ��+-. p�w p � ._. U 'y O +-� �p L � ,� � V�.VC� S7EEL JOIST (SEE STRIJGtUR,4L) � �� >, � � � ta����a� �oa�o=� � a� o � �_ SEE INDIAN�4 6TEEL FABRICATING PL�4NS ��= N�3 0 3 c tn+.� � p�a,� O .� � ,.,: � '� � � � NC�,C���� v�s��N�a�i OVatnC�— Zb GA. ALt.iM. CAP - P,41NT TO MATGI-1 Q�� V��_� O EIFS GOLOR - CAULK AS t�Q'D. — ■ ;� N � a � � �; � ? N ' a � 8 3/4' THICK, 12' WIDE, INSUL. � °D � �casT coNC. wa�L Pa�LS. " m o� � � � � 5EE DEtAIL A/A-5 A801/E � � � i � I 4' TNICK �'�-f'Llt-F,4GE BLOGK � a Q °� . �' .�. Petnt w/ exterior enamesl W� c� TYPIGAL FOR EXTERIOR ENTRY SOFFItS W��� ME7. STUDS s 5/8' EXT. DRYW,4LL J � N a � � eottoi-i oF r-�casr o��.•u��-m� ���� m �. CERTIFIED ���,�,u�����,,,,�� ```��.P�� E. A/���/�,''. ;� p ���STf,QF o��,; � No. a = � 402g � = - STATE OF = ;� ��,� � A�P `�`: ���'�, qRlf-�-I I �G� ��� � � ►nnn��►�� , � �� � .� E�YTFiYWAY DRAWN CHECKED D.E.A. REVISIONS 8R/01 9/13/01 SEE STRIJGTUR4L PLANS �OR SLAB INFO. _ ToP oF siaB.m�-�� ,h DATE — 7/30/01 — � PROJECT NO. 200102 SHEET TITLE �EC�s SHEET � � 0 � � 0 m m Q c�i, 0 � 1 1/Z'MTL. DEClC U1/ I�ICstD IN5U1.. U1! 51NCsLE -f°Ll' MEMB1�4t�1E - j Ba�LasT 8tEEL JOiSi - SEE BTf�UGTURAI. FQR QII�GT{ON t �A�INCs. �E tNDI1WA S'PEEL FABRICAtM�s PLANS COORD. DOOR T'RACK ui/ Bi�Ot1�ItNCs ALT.: StfRA1C�-17 VERt. 'f'RACK 5E£ INL�IANA Sl'EEI.. FABRIGATIT�C� PLAtJ� 5' CONC. SLAB Wli'i.! 6x6 4/d W.WF. t 45 MlL. YAPOR BARRIER ON 6' GRAN. FILL .� .,�:,..'.-.; -- �,�' -=�- ; � ,:.-. COOF7�. w/ DEtAILS ON A-8 � WITH OR WITHOUT LEVELER Plt (:3EE PLAN FOR LOG.) 3�E FOUNDATION 3ECTION POR C.C)�tST'RtJGTIUI+i 1VC�TE3 t ACCURAT'E IPFOl�l�1ATlON 5EE MDIANA StEg1 FAP�IGATM�s PLANB TOP OF PARAF'ET * 3P>'-@' rh tQP OF F'RECAST = ?9'_b• � JBT, BR'G. VARIES - SEE STRUGTUR.4L � � 8 3/d'GONG. PANELB ( INQVIJL..) 4' NOTE: EXTERl4R PRECAST WALLS T� 6E INSULATED. ��,a�t�►tE : f'1QE-M.41�1F. MT'L. CAPIOP'1' -arr� ro wa,.� WItN BO!_T GOI�NEGTIONB pER MANUF. - SEE A-3 All�llN�s .�#�IT • 1m'-0' �h � RJLL DOC'•K SEALS IATTACNFD PER MANtFJ - 9'x 1�' STEEL - PAMT GOLOR �I n�ut.a�� o�+. ��ae ELEC. OF'ERATED SEE A-4 � A- -� FOR OOOR NEAp t �,d,�1� DETAILS COOf�. u✓ DEtAILS ON A-8 TOP OF PARAPEt ■ 30'-0' rh 1'OP OF PRECAST = 29'-6' � I 1/2'MTL. DECK UJ/RIGID IN3UL. WITH SINGL�-PL7 MEMgRANE ROOFINCs t BALLAST SEE INDIANA StEEL FABRIGAtINCs PLANS STEEL JOIgTf3EE STRUGTURAL) 8EE INDIANA STEEL FABRICATfiJCs PLANB 8 3/4' P.C. CONC. PANELS l iNSt,IL.) �o-r�: ��ov�n� �x�-���o� ����s� � ����,��,��tc� �s s�ou�•t o�t ��EV,4TIONS 01�1 �4-�. �i�OY(D� CONSTi�UCTION �S R�Q'D. TO ,4CC01"i�'L I 5�1 � L� Y��' I ON �F'F'�1�R�1�1C�. Existi� MEraL Rc�o� �EC+c FIRES.4FI1�G acousTica� sEa�,axr NOLD STUDS F!2' SI-lORT, DO NOT ATtAGH t0 tOP RUNNER FIBERC�LASS SOUND BATTS, TYP. 5/8' TYPE 'X' GYPSUM 11J�4LLBOARD, I LA1'ER �ACN SIDE, 3�E ROOM �IN151-I SCI-IEDULE � INTE12fOR ELEVAtl�1S FQR FlNISN �IBERC�LASS 50UNC 6' x 20 CsA. MEtAL STI.I� t1'PE 'X' C�l'P�UM WALLBOL�RD, 1 I SfDE, SEE ROOM �INfSN SCNEDULI ELEVATIOtr' CONtINU0U5 25 G-�A. RUNNER, ATtAC 3EE MDIANA STEEL �ABRICATRJG PLANS At 2�' O.G., MAX. 6 5'GONC. SLAB WItH 6�c6 4/4 WliJF, s 6 MIL. vAPOR r- BARRI�R ON 6' CsR.�J�I. FILL TOP OF 3LA�s�'-0' � rh TOP OF SLAd��'-Q'_ 5EE INDt�N1� STEEL F�►BRiGA f'L/WS DOGK ESIA'1F'ER OR 8x8 OAK DUNPER � gEE FpUNpAtION SECTION OVEi��aD DDOR � FOfZ CONSi'R�1C7f0�1 NOTES GOpRD, ui/ DETA{LS ON A-8 � s�� sn�ucn�aL �` ___--- 8 3I4'GONG. PAJ�LS ( � • • BY OTHFRS 3EE q�tplt�NA $TEEL FABRlGATfNG PLAN.S CONC. T!�lJC�C II�LL 3EE ft�JFAN,4 8�EL FABiIQIGATiNG PL�NS ���.,�� 3 �' '� A-6 ScAI.�: tn� • t�-m� ��N����� 4 � Yy` ' �c.�u.E: tn� . i�-� A-6 .. ' � �i .. �S� ���� TUR� ) VATIONS, A-3 FOR DEGORA7IVE 'BANDS' SEE A-4 t A-'1 FOR DOOR N�AD t JAMB DEtAILB GOORD. w/ DEtAiLS ON A-8 �NC. SL AS WALL SEC110N � DEMISING WALL ���..V,� 2 SGALE: t/'1• • i�-D' 1.�-b 11.� tOP OF PARAPET • 30'-0' ,{� TOP OF �GAS7 = Z9'-6' ,}� I 1/1'METAL DEGK WItN RIGID lNSIJLATION AND S�NGLE-PL1' MEMBRANE ROOFING WI7N BALLAST 5EE INpiANA STEEL FABRIGAtINCs PLANS METAL JOfST 3EE INDIQ,NA gtEEL FABRICAtINCx PLANS MEt,4L J015T 8 3/d'GONC. PANELS ( IN3l1L.� (COORD. ERECTION w/ $TL. MANUFJ GOILING DOOR ENGLOSI,tRE (ALta 14'x l4' S'TEEL OYERHEAD DOOR NOTE: EXTERIOR PRECAST WALLS TO BE INSULATED. 5'GONG. BLAB Wltl-I 6x6 4/4 W.WF. t 6 MIL. YAPOR BARRIER ON 6' CsRAN. FILL .. � .,, . tOP SLAB=fd'-i . _ ,.� - - - . •-' -- . -. .... . . . SEE FOUNDAtION SECTION FOR CONSTRUGTIDN NOTE�'-v 5EE MDIANA gTEEL FABRICATMG PLANS ����■� 1 sC,4LE: t/'1' • t�-m' A-�o � i � � � o z �� w E-� � H � � � � � � f---1 E..a Q 0 F--� '-� Z H �--i �M I � w x � �' a' � a � � .. 0 � � � O '� '� ,'d � � d+ `� O � � � � � Q N � � V C C � C � � � U �� �V QV ��� ������� Cr�OC+�� � Q L (�j � *,�, � +-� O a.� O •— � � �.� �.L�= N�����p.�C s s � a... o cn �. � � c �� � C � � U ..: � �- - � .�c�� ��� ���-p��p) -0 3 s �. �n c � ovav_�c•�— _LLp=��O Q tn (� U +.• U .� +.� O `� N �� N ■ ... � r. t ( ■ f� � � Z N ' a a � 'g � � w � m a� O�°k � � �� i � 1 Z O Q r � . � � W � �� W ° �� J m °' N a �° � � � � � CERTIFIED ���uuiii�ii ..`���P\'� E AN��Q ��''' � � �,��SrERF °���; - � No. � = a 4028 � = - STATE AF ' :��� �,yfl � ANP ����� ��'�.,q�fi I �G��,� !i �r i� ���� � l��� . ' ' �`�,��, � DRAWN CHECKED D.E.A. REVISIONS 8/7/01 9/13/01 DATE 7/30/01 PROJECT NO. 200102 SHEET TITLE sEC�s SHEET — 0 � fl Q � � � � 3 . g' � � 0 e�i v� 0 � v w vi o° v 0 ti r'- i� � .� c � w � a 0 ..: � 3'GONG. SLAB �.. A . . . . . .. . . . - , . �.` f . . �. . . _ - .. .- - . �,. .t � . . ' � . j Gt�hc�r3 STL �AM�L � t�?i.� �4l3. i. Z4'O�G. � t TC�'' G�F 3LAE� + �`� s :1�a 0 , ^;�.. 1 ����•/GLt��� � � �D l�AR • , �24'C?.G. IiYP� ' G. � — -�— — 8 314' 1°.G. #'ANEL , � ______ � � t��t,�IL a �ii�E:'�� s ���� ii�� � � 3'x3`,c3/l4� Lu�tN u /►l9,,• s 74'O�G. ?OP OP SL�4B �-� :;,��= --. - : � .- _ ,.. ''. �►ss-�'�.-* � eo � • OJ-I. DOOR3 t� pOClC AREA 1��T�I1� -� gc.�al,Ex . i�-m' A-i ��� �� �� � .^ t �� s� �� � ��� ���L.V■�� �° SC,d,LE: f :' = I'-m' A-'1 �5�� �� �� . B___3�(���"�C�E�� - 1pILL e ;..: G���� � - •' � � i s- i��' 9�1 S�JICE ��%�� ���"" ���� 5 5c�►�E: 1 ' - r-o' A-1 ` : � '��3. •� ���- �•� �� s . � � v : . � . f - J ' • ' � ��y _ � �� . .�• .. .- -� - ; «- . ,�r o�rw�o�+ � � � •- - . - rsiu��'„o�„'r�sw"�) . _ . . , ,- , : ��� � 4 5c,4L.E= •1 . r-o' A-� 1��L � �� � e ,. � x-� � _ '�* . r-o� � A.-'T _ '�t i i/Z'MTL. DECK W/RICsID INSUL. WItH SINCsLE-PLY MEM�RANE ROOFI1NCs t B�4LLA3T 5EE INDIANA STE�L FABRICAt{NCs PLAN3 . STEEL JOISTISEE STR�,tGTt,iR�4L) 8 3/4'GOPiC. PANELS IIN�vt,tL.) ICOORL7. EREC710N w/ BtL. M.4NUF.) tNTERIOR WAL�S I,I�INi51-IED -----..._._ 5`GONC. SLAB UJItN bx6 4/4 W�UF. t 6 MIL. YAPOR aa�iER or� 6' CsRaN. FILL r� oF Pa�►�t = ��-�� �, TOP OF PREGA57 : 29'-f�' rh J3T. BR'Cs. vAR1E5 - 3EE 5TRt1GTURAL 8 3/4' P.C. CONG. PANELS ( Il`ISUL.) 3EE INDIANA STEEL �ABRICAtiNCs PLAN3 5EE ELEvA710NS, A-3 FOR DEGORAtINE 'BANDS' IN7ERIOR WALLS tJ1�INISNED � � � I I � � � I I � I I 8 �ia�cor�c. Pa��g �n�su�a —� NOTE: EXTERIOR PRECAST WALLS TO BE INSULATED. 8 3/4' P:G. COtdG. PANELS ( M5tJL.� rne � aa dR:m�_m• ,�. 5' GONC. SLAB WfTN 6xb 4/4 W.WF. � b MIL. vAPOR BARRtER ON 6' CsRAN. FILL �r..' �. . .r . _ - ' `..._.. seE �owoat�or� s�cTioN � FOR CONStRUGTION NOTE3 � � 8EE MpIANA StEEL FABRIG.4TINCs PLANS 0! . . � PER 5EE FOUNDATION SEGTION � BTRIJGT. FOR CONSTWJGtiON NOTES gEE INDIANA STEEL PABRtC�4TiNG PLAN6 5EE IND 14NA 3tEEL �ABRIG�RTMCs l�LANB �.�EC��ION 2 �:;EC��10N � sc�.e: ��2� _ ��-m� A-'t sca�..�: v7� . r-o� a-� tOP OF PARAPET . 3m'-0' � 1 1/ZT'fTL. DECK U1/RICxID INSUL. UJITN SMGLE-PLY MEMBRANE ROOFINCs t BALLASt JST. BR'Cs. vARtES - S�E STRUCTURAL � STEEL JOIST C�E gTRUGTURAL) - 8 3/�F' P�G. GONG. PANELS C INSIJLJ � � � � � 0 Z � w E-� � V t `.J � � � � H (� Q O � a � � � �M I � W �i � �' �' � a � �„{ . . o � � 1-� O '� � � 'L� �--� ?-� a � � o � � � Q � � � � �� � � � �� � • �- O � '— � NOj,Vp_U�� �7 � (� � � �O C � -0 c/� Lfl.�� ��C� +� O �-v- O =`= � � �.� O ��_ �Na�N�3`�3C L � +r O (n ++ � � Q C '++ �� Q C N � V � 3 � � � .� C�.�� C N� �3t��°N�a°�i o�av�c-�— Q N� U� U� O O ^ N Q �,�,, N � � � � h . . ` ? cV � Q a p -. `` SEE ELEVATIONS, A-3 FOR DEGOR�4tIVE 'BANDS' w O �� � � O�a�°� � 5 � � � � I Z �, � a �� ui � �' � W ° �� 'N 8 3/4' P�G. CONC. PAN�LS (IN�vUL.) � ° �.. � Q � � �� DooR NEAD oPEN►r� e+�-2� +i- � CERTIFIED VERIFY ON 51-10P DRAWINCsS ``����u�ui�������� ``��.��� E. q,y,� •,,�� ,�` 0����5tf,��oo�.,'; No. \ SEE 5/A-1 FOR DOOR HEAD =� �28 0= ; STATE OF = " P ` ''-, ��D I A� .�`� ��'',.,q�ti 1 TE�'� .�`��� � , r ��nn�1��� . � �+'' ,� _i �,..�_ DRAWN CHECKED D.E.A. � STEEL INSt,tL. DOOR - REVISIONS SEE BNEET A-4 �OR SIZE � SLAB DEtAIL 8/7/01 9/13/01 _� 4'x4' GONG. St�OP • EACH DOORWAY DATE 7/30/01 PROJECT NO. 2�0��2 SHEET TITLE �� SHEET — a � � 0 � � � � 0 0 m 0 Q c,��, 0 � 0 0 � � N z 0 v w � � U a S �� 0 � o� c .� � m � � � 4 0 � C � � cc � �� ��� �o �_ 5 ,4' � ��-ar r,� s� r-s• Prr c�rat� roR n� ��� 1!9 ' Ta�.� KE1.L.EY Dl.�CI� t�.!!R - - - - , Mf�DFL I�X bx6.'�AM 1� � CONC'.RETE H� ST�. til�P 1 C�t.��i ��t.. J 1� ��. f � �- �M1�.4v� !'W Vf� t p � A!� E�OdC �ACE 1Q F�vE A '3' MMl t1aIpQ�ES&. � i ,� i i i i►.t i i i i i � � � � � � � y � '� � � � -- — Ld' Ex?ENbIOt+t i f i i � f � k.� s s f i.� � � � � � � � y �� � � � � � i i i i i i i!�t i i ,� s i 2 � � � � � � � � � i i i � i i i�.� i i i i i A-8 � � � � � � � y �� � � � � � i i i i i i i �� � i i i i � � � � � � � y E4 � � � � � � i f i s f s F� � i i i f � � � � � � � � � °.�EGti0N11L ROU.NdCs DOOR � , , , � � � � . � � , � � ` � �, < � � � � ♦ � � � � � , � , � � � ) � 10' x 153 b. C.ON?INJ�0116 � � � � � � � � � � � � � � g�i �. �F / i i � i i i � i / / i i � � � � � � � �� � � � � � � � �IOOICED ANC�IOR6 ,� � f ,< < < < < .� i i f i � � � � � � � J b � � � � 31DE Ct#� �IiC�l.E9 hU6T i i i s i i i I.� i i i i i � � � � � � � �t � � � � � � 8E 9� 0�$1i�3 DOEK i i i� i i i a i f i i � � � � � � � � � � � � � � FACF. CUZB ANC�.� JC�dTg TO BE GEI.DED. F k LAt'MIYA'fE"E3, I�C�'R 01�OAiC DfJf.MC DEt'M°F� I • � DOdC PAD ITYPk"•AL) I _ _ _ _ J EXT�OR �ALL ( � �f�El�f� A-8 lND SGAk.E} � � aF OdCk t.EvELER E1.AStIC SEALAN7' N DEEP h11�1. 1�EUF. CONC. 3LAB k/2 ' � FOR REI�FORCMG- � p p . . • . : o . a ' o ' a ' . p ' , p ° � ° � ° o � ' . ° � . ° p ' , � 8eE a�tiactue.o�. QY ar� , o . ., , . p p • , • . �._�s� ` ��. ,�o�r rw�a. 1dOt.G � t' Mt�! i�E"T`��L �� �o�r at t.oa�� voac N07 70 3GALE � t�.ew 4' ��TE uA� 6 x 6� - wk,t x!,tl�,t � i ', -�i--' ='�=-=��-�—'r—� ��= _ � � ■ � e-�.T�� �� ''!' � �i ! , s s - ■ - 1 .� •f L �\J i'!.f �L:�'1. .i'J�• �J�J • -' _ • . . . •.. � • A.�+� � . ..•�. ..sv ... .. . �`- 4` S�? �� �� SI��I�l,4d..� ��'��1.. 8 r� sc�E A-8 , r.e� r�+� ti:i��a STI�O�Ys PIP! � c r � d . r 4`-@' _v ��"�� v�. i/S ' T�ERMICE �� 1 ��� !NO SG4LE) e� a�c�s�ru. ev ar►�a rFOVdDATIRd WALL i• rpt�l GOrl�ESe�LE rt�t�er�t,. ,a�otNV � 9� 8tivtJCtuQ� eY o�r►aE+�b Pt� �� TI��,! � �OU'I�AT't0�1�( t�,.L _ g riar to aca�e A NOTE: �AR Plt Ilt4LL IN�T 8E i'LU"IB. tm` x �3 �. ca5ft�ttats �� �Rt�GL ��'i NOOKED ANG'N01ZS DOf�C PAD fTYptC,4�) QQClG �ER 10' x �i3 b. GOriT�l1011S a�.�� EIOOK ANCI�IORS - PAINT TO i�L4T�(-t DOCf� DOOI� V! ' DcPANgION JOM1T h1,4t'L +�x.[1 D� 1' t �{E,k, {uiJ� SPALANt i�Ep�. GONG. DOCK SLAB GaNGiQETE FOQTMCs lSEE S11i11CtlIRAL) ���� S� Ci�4N�. - PAk MATCH DOCK 8t!'1PER5 C LAMIN�4i�D DOClC 9l1'1PEY� - � �Ft�kttE�i3 CFYf�J s� e�r�uctuR.a�. BY or� P.C.PANEL g 3/4� � ' � � � GRADE VARIES ` � � i#4 BaR x4'-fi' W/3' LEG � ` 4'-0'�.C. - WELD T❑ PLATE �c� o� sL.Qa , . . .. . �. . . � � � . . v . � � WATERPR�CIFING w'�' 6' GRANULAR FILL � W I S'CONC. SLAB - N '- 4 SEE STRUGTIlRAL . � � _�� _ ' SEE STRUCT, :�.6 .: ."�.',..�._ � GR�UTCTYP,) W/#4 BARSxl2' @ 4'-0' ._ s� sr+aucn� eY ot�Ra S�CT�� � Nor To xa�� A � I I/1'OD. PAIN7ED MET,4L . PIPE RAIL WITH VERT. POST. �9 AT 6'-m' O.C. IWELD TO SLEEvE) � 1 1/2'ID_ PIPE SLFEVES z- T � iN coNC. uu in�� AB. WItN NOOKED END 5E� S� r�s : FOR MATERIAL '' � � EE.E�/�4TiON� . - �� . .� �. �u � r � �. -�- � f fl. ir . ��i . QO �' �4l�/4 � OR�W u� _ !t- � b� cA�1� SLAd N�. .� �4 BARS A7 12�o�c. vE�ricAl. > '! u�er �r�a � ;� -"� ' AT TOl� � 00?'t�OM �!'�1�1r4t.T O?�lq�dE .11: . = . ir ; +s BaRS .at r��o�c. �+o�iz. �IlE' PLa1�i -.��� . �i �i�- �, ..;_ � . •� �aRa a� � �a�c. ��a�� ir . .� . Z �'_@• � 1 . � '�_8 � i �� : , � � TYi"? 1 � u.• � �r :�'`�fi � � � � "'e� �_•d coNY. .� ��z�'`�'��-� .: ,=� .: LONGIILDIN.4L . . . � . - . : _. ... a. 9 �GTtO�t a-8 MD SCAL.� � 2'-6" x 3' TYPE 'S' — ROOF SCUTTLE w/ "LADDER-UP" SAFETY POST, I�ODEL 2 BY BILCO C0. SECURE TO IVEW RQOF w f TNRE1 BOlTS. MM1GE PINS ARE TO BE WELDED, NON- RENEWABLE. i°,�►i�TIr4L ��EY�1`i0'I�t� at �oa��r� �ouc lN0 °�GaLE) ANCHQR IADDER TO - 2 1/2" x 2 1/2"x 3/8� ANGLE SECURED TO FLOOR w/ 1 f 2"x 2 3/4" WEDGE 'RED-HEADt OR I�tt.Y ANCtiOR BOt�S. s�ct� 0004e tn�.� t.�L DOOR fRAhE tU41.1. MTD. LIGNT FiXil1RE ��-� ��. �n�ca�.� �OC�C SEAL - 5EE SPECS. RAIN EIOOD CAPIOP'1' U2 ' SiEEI. PM°E RAILING fPdp�1' TO M�t1f� DOCK DO�QR&1 �I BLAGK VMl'L GOATED CNAI�t L�iC � PMI°�N FLOOR O'-O' ID. DRA�GE PIPE WIt1d � � aT sor�. s��. LOGAiE �1? 1@'-@' Q.G 1/4' EXPAN310N JOINt 8' � SI.AB RE ti�. b SLOPE , , . . 4 � -.~— . o tr • � �-N4 F?Okl�L& : - • EAGH DOORUJAY ° z �� �O 2' 7YP. I' PERIME7ER � � °� tAtBF.tLATFON, TYP. ' �N a TYP. EXT. WALLS 3' °. - . � . � 2' � a 4 PERtMETER � °: �o�,a�t�,arioN waLL � .71 fwa� � Vf�n'�F. BY � . �d. . .. d , �- a . ° ". a � 1�'��c�►1. ��rl�. L� ��' NOT TO SGALE WE�D ANGLE FRAME �a NEW SiRt1CTURE. ROOF � r��e�r io VERIFY � BY OTHE�S) ? � �os�Q ��e�c 0 C o STEEL LADDER:2 1 /2"x 3/8" FLAT STRINGERS ° W/ 5/8' DIA. RUNGS. ATfAC H TO WALL dc � 0 FLR W/2 1 /2"x 1 /8" "L" � ° SHAPED BAR BRACKETS o BOLT LADDER TO WOOD BACK-UP IN WALL C4NC. SLAB �_ Q_ SEAB � STEEL LADDER: 1'-9'1NIDE STEEL w/ 2 1/2' x 2 1/2" FLAT STEEL BAR BRACKEfS � 4' O.C. �an �o s� �ui.s � rf}P TD STEEL ANGLE fRA4lE. 1 Ir . � ���I� El.E�I���Q{V �m L�Di��iZ 17�1'�411.. �4-S CNO SGALE) 4' 4' U � � � � � � � � � � � � ,ti � � � F�--i � � � � b--� � F--I ►--� � ( � � �'c Q � � �r, a F-+-t � � . . � O � � � � � � �+ � O � � .--� � CtJ Q r/> � � � C� C � � �+� p�� p .� �. U ���avc� �� ��� aia�ac��`" saLc��mm �o��..o=� �a�Q��= ���N3o3c L .0 «+ Q Vf �.+ � � � f.1 C :i.� �N �.�cn�v cC V �3... �� RC�C���� -a 3 s >. �n c � OVn.NC's=— Q_L ` Q� � c O � N U �.-. U._ ... O `� a ■ � N � � � _J • � Q ? c� � �oo� � m a� � v c Q � p� � g � � � t Z� O � � �' °c� � �� ��N� � � o �� ?N a � ° -� Q � � � m � eER-�«r�� ���,,,��� � � �►,,,.,. ��,.��� �. aH�,. �.,,� !-'o ���� srE,�oo�'-'. . , No. = 0 4028 Q = = STATE OF ; :, ��p � A�� �.� ���'�� q!�.1 � T�G� �� �, ����►��� m ��� � ����� DRAWN CHECKED D.E.A. REVISIONS 8/7/01 9113l01 D14TE 7/30/01 PROJECT NO. 200102 SHEET TITLE L�ETAILS SHEET — .. �:�, � �ti°��., �.: ��; � ,a�; ,� ' 0 � _ ,;, .. �� : � �_. 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I � I l_T_J L_.T_J l_T_J l_r_J l_T—J i l_-�,J ! ' � � � � j � � i ; � , � I � � i � i I � � �� i � I ; I i I � ' � ; i � i� � � I � � � II i I ' � � � � I . ' ' ' ; � � ' � � � � � � � � ; � i � � ; i ' � � , � � � I � I � i � ' TS8x8x �/q I _ TS8x8x �/q TS8x8x �/4 _ _ TSSx8x �/4 _ _ TS8x8x 1/q _ � _ TSSxBx �/4 j _ _ TSSxBx �1� �� r- i r-fi-i r i r fi i r, � � r i � � F2 __ F� � ( F 1 �-� -1-- -- -- -- F� 1 -- - F 1 �- -� -1-- -- -- -- --- - -- F 11- �- - �--- --- - - �---- -- F 11 I � � 3-4 x 6-0 6-0 x 6-0 I I 6-0 x 6-0 ( I 6-0 x 6-0 I I 6-0 x 6-0 I I 6-0 x 6-0 I I � 6-0 x 6-0 I ( � � �---� �---1 l_ _J �---1 �---� I �---� �I � � ' � � � � � N � � W � l� I' � ZI H � I 12-0 30-0 30-0 i2-0 -� 1 � j � I VI S I � � i (J1 , � � ' �� W �1; �;� � � E 4 F-3 � I � STEPPED FOOTING (SEE S C / ) � � � COORD OPENING WITH PANEL DWGS � �--------------- --------------------- ------ ------------------------------=----- ------ --------------------- _-__--------_l_ -------_- L�����������.���� �.����� ������������������������i��.����Z�.�����������������������������������L������ ���������..�������������.�������� � ����������.� FOUNOATION PLAN No�s: i) REFERENCE FINISH FLOOR EI.EVATION =(+0-0) . 2) Fx INDICATES FOOTING DESIGNATION (SEE SCHEDULE ON SHEET F3). 3) SEE SHEET F-2 FOR REMAINING PLAN. 4) SEE SHEET F-3 FOR SECTION DETAILS AND ADDITIONAI. It�ORMATION . indiana steel fabricating, inc. 4545 West Bradbury Avenue i3i7) 2�47-4545 INDIANAPOLIS, IFl 4fi24i FAX (3i7) 24i—fi223 , �_^�F �+ �. .;i���,� . ° �.�_ �;srF,�F�,., a¢`,,� •- `� + � ' � �� �• ����� � J� X�., --' A i E � i' s �:5 ` , F � j ��.if ',� - - . �' \t}� p ;� r �` ;��'4 `,,t ' � 9A ���' :�`�_ �'�.t0"v"� / b� a� � ':'I3�H•tif�:Vi��•_. � � ` -y� n� V� I ��` � � ,/i I�_"�..{�{ �/ ' ,.!/ ! L ., t./L� U z H a � O � � � � • v N a� `° �Q . .� �, � H � �...� U a0 � .� . a N i a.~ `' oo� � Q � � � � 7 c !., � � m O�' � � � �N .. C ~ X Y~ '° � , � Z � a� .^�o ��� � � � L ,�..� . Q � i w� � � L 0 N � N W w � � J ° °' � QL � N � O � � � Q � �, � � i � � .. 8�q' PREGAST -� PANEL o '� 2-�5 CONT��o ISOLATION JOINT EL+O-0 FILL WITH CONCRETE EACH SIDE EL—i-4 #4 @ 46" EA SIDE STAGGER @ 24" Q� 0 i � CONTINUOUS WALL FOOTING 2-0 X 2-0 Section "3/F-3" TYPICAL EXTERI4A WALL F�OTING O I N 8�q"PF i2-0 12 1 1-1 �--� , ; �� s • • • • Section "2/F-3" TYPICAL EXTERIOR COLUMN FOOTING ~ FOOTING F2 � Section "4/F-3" TYPICAL STEPPEO FOOTING �� (PER 5EC 3/F-3 SIM) indiana steel fabricating, inc. 4545 Mest Bradbury Avenue �3i7� 247-4545 INDIANAPOLIS, IN 4624i FAX (3i7i 24i-fi223 -- -� ��_� �= , i __ �j EL-0-8 � � ; , - o 0 0 � __—_____._ _ ____ ___ __.___ '_.__J ---- --- ---- - _ --- -------- ,� �'- FOOTING F-i Section "i/F-3" TYPICAL INTERIOR COLUMN FOOTING FOOT I NG SCHEDULE SOIL BEARING FTG MARK SIZE REINFORCING TOP OF FTG (CAPACITY) L x W x THK (GRADE 60) ELEVATION Fi (90.OK) 6-Ox6-Oxi-4 6-#6 EACH WAY -0-8 F2 (50.OK) 3-4x6-Ox-2-0 6-#5 LONG -1-4 SO-�5 LAT FOUNDATION NOTES: 1) FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2540 PSF AT BOTTOM OF ISOLATED FOOTINGS AND 2500 PSF AT BOTTOM OF WALL FODTINGS (NET PRESSURE) . 2) ALL FOUNDATION CONCRETE SHALL BE F'c = 3000 PSI AT 28 DAYS. 3) ALL REINFORCING STEEL SHALL BE Fy = 60,000 PSI. NO TACK WELDING OF REINFORCING ALLOWED. LATEST ACI CODE AND DETAILING APPLY. PROTECTIVE COVERING OF REINFORCING: 3" - CAST AGAINST AND PERMANENTLY EXPOSED EARTH 2" -�6 or LARGER EXPOSED TO EARTH OR WEATHER 1�" -�5 or SMALLER EXPOSED TO EARTH OR WEATHER 1 �" - COLUMNS (TO TIES) 1 �" - BEAMS (TO STIRROPS) �q" - FLAT SLABS ALL OTHERS PER LATEST ADDITION OF ACI 318 4) MINIMUM LAP LENGTH OF REINFORCING STEEL AT SPLACES SHALL BE 32 8AR DIAMETERS OR i-0 MINIMUM UNLESS NOTED OTHERWISE. 5) PROVIDE DOWELS FOR ALL HORIZONTAL REINFORCING AT CORNERS IN WALLS AND FOOTINGS TO MAINTAIN CONTINUOUS REINFORCING. ,.�� ������r ���'<s'.� t �' '�:`'� fG'`: ��' :� � �� �, � �,� o. 94� �3 � � �;-��E 'ct� �� �F ���,: ,��,P,�� ,;• , �, ��' ��' ...... ''' � r�� �r -�-}.�� � �.....� .ty'�- ��J` ti%•,� ' �. i i'i +� i_ �' �y`.� . '4a'nria�a�M++.•.�N.,a � `-�� c1 �.vw�.�%�,�_ t7 �� �� � v N a� Q . � .� Z H � �' � L .-+ • Q � I U Q .� � � Z �°N � n . '''' c � H � � � +-� .� m �'" t' � � Q � � .. 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� � NOTES: � W 1 (� � _ � 1) REFERENCE FINISH FLOOR ELEVATION =(+0-0). 2) TOP OF STEEL AS NOTED ( i. e., +27-2) . . 3) SEE SHEET S-2 FOR REMAINING FRAMING PLAN. 4) SEE SHEET S-3 FOR SECTION DETAILS AND ADDITIONAL INFORMATION. 5) ROOF OECK TO BE i���, 22 GA ., TYPE B. 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IN 4624i FAX (3i7� 24i-6223 ST N) --- �-------�/ ,/ ; �j'� / /� �i i � �% `' i i ;' i %% I /i % �� I' '�� ;�f/ �� //,% i�� �,;- I �, I � "� �, , � � ,��� ' � 28K7 JOIST �� (PER PLAN) i �f � ` i ' ��'�;� �`'�� i' � , � j I 1/%�' I ��,'�'� /. ,� � i �/� j' , �' �,,�,�` � �j �,�� ,`!'�,% `,,A� ; �; / :,, � , , ; ,,y,, , , � � � -�-- -- ------ ---- -, � - ------_— �,� -- ' i _____------ — — _ � — ----- ------- -- – -- -- - JOIST GIRDER � � � � � JOIST GIRDER (PER PLAN) � '�TS8x8x �/q �PER PLAN) � I (PER PI.AN) SECTION u1/S-1" „ �'16 �/ 3 @ 12 \ 1 � ROOF DECK � �=� -- --- — --------- --- ---' L i �/4x 1 �/4x �i�qx CONT HORIZ BRIDGING TOP 6 BOTT 28K7 JOIST �. (PER PLAN) , - ,. � _� � 1� � ` __/ i" � ��. i_1 � - i ;^ _, 4 �1� B�j ! � _ _.-�-- = v � �� ; ----_�__ L4x3x �/qxCONT (LLH) � j (SHIPPED @ 20-0) ; FLD CUT AS RE�'D � � � i• 1 i ' i !� i .� �� �_ � i F` � !y� '.��i��,,a i �-'�;�. _ i T I ;i �0? ��� � SF ; ; , i L3x3x�/4x0-3 w/' ; j � Dia SLV ANCHxi�i� � I � � TOP & BOTT SECTION N5/S-3" ..`�- � * �, �:. Ye�, c;;s :'�R ��'�! ` � �'; � � _ �� i� �[jj !�� �. � � , S?A;E � � � t4 � 'b �:,�,qNq',,;:r�4��8 ^�(,� .5�..•�C� '��, �.�� �,.�yh, ;�al�r��'� , � �: .: ;,,� F� ��?, : �,�}-t �-; ...-_ _ �� �N • N U � a�Q � . .�, �, L H CO H �' °° � � . a � i U a '� � � �, Z �°� � n . " c r� H � � ~ .,., '�° m O .r, � .� � C Q � (!'l . . C ~ X Y � � � � Z � W `° a" .��o L � � � L � O � `t c.�'-'n •-� W" ��� L � CV � � W�.-- o, r� J ° �- .-� a, m a` �- � � E � �Q � � � / � � � � � I I I � A} - — -��=-- �i �__ r.rr - - r. rl ....ru� .r 1 . . !t� , ,; _ . _ _� . _ . . The work �dea pro+a�►�g the t�C sy'e�sna+ �� ard 9rN� - c�nt�ds. and cA other e�qu�ment n�o�► for o oornpia#�e fi�rictioniri9 sys�em• t�Vi�uC SySt�11 St1Q1i it1t�lJde blJt 13 t10t �� t0 �1E �01�11g: G� Heat�g urtiita. . i Elacbic Unit Heaters. Temperoture control system ir�it�r►9 brr �It�ge r�'�n9 �d c�ndu�. Worror�iy: Provide tabor a�d m�t�ia�s bo ropar or roploca defecti�e parts and n�aEaiab as 0 roqu'�red for one yeor after substc� compktion or onner oocepbonoe of the completed prajxt. Orcririr�gs for FNAC work are d'wgr+amrrwt�c, showing the Qa►erd looation, tyPa, layo�#. and equi�nerrt required. The draw+t� ahaA not be xai�d for exoct rnsosix�narbs. Provide ail ductwork. connections. ocas9a'ie9. off�ts and mate�ie neoes�ory to faaTrta�e the system functiormx� as ind'�coted by the dssign end ths equ�ne�t ir�!'ic�atad. The norlc �haN be i� - accordance with Iocol codes or or�nonc�s and subject to inapecbon. Coo�dinats r�ith the work of o�er d'nrisions. . HVAC equiptr�ent shaH be fumished with dl occessories ind'�cated in ths sq�apment �chedule. Provide units to meet or exceed the oapacities in�coted. m Duct Dim�sions: Unbss otherniss not�d, duct dirt�ensans on droNing ane �aide duct d'unensions. sheet I�letal Ductwork: Sheet metd duclwork shoN be fabricated and irwtaMed i� m�t ASFIRAE and SI�CNA stor�dor+ds, for 1' w.g. pr�sure doa.s. Shset ma�tol 9ho11 be qalwni�d sheet stael of lodc formir�g qua�ity, ASTM A-525. AN angle iron used for aupport shol bs QoManized. 2 � Q—� I — 1 � UH-1 � � � I -- - �'� r_ _ � 4� � � � � � �; � ;r � t g j- - -'r}-- - - -- - - ---r-- - - - - f� � �; �� ,� � �� , _� � �" ' WAREH USE �N ; ___ __0�_ i� I !; ► j� I II � tc' --- - �---- - - - -- - --fi-- - -- - - - __ , � , �, ` D�}--- \ E��_ � :� y I � f � I �. � � ir�eze Duct Hang�s: h�►imum 1'x2'x1'x 18 gouge ctwnnets with threaded rod to s�turol support above. Combustian E�wuat Syst�n: Provide QIi dreft hoods� vent connectors, Gsted caps and type "B� flues nxessary to vent the products of combustion from gas appliances shown ort the plan. Comply with NFPA-54 for size and installatwn requirements, and comply with locai cbdes hwing jurisdictia�. Automatic Temperature Control: Provide for each heobng unit a manufocturer supplied waU hung thamastat Ali tempervture control wiring shail be by the mechan'�cal co�roctor and shall meet NEC requ'�nements. AN wiring shall be in conduit Control wiring includes the inte►iock from the unit thermostot to the unit Provide a c�mplete and operable control system. Roof penetrations sha0 comply with SMACNA and NRCA standards. Test and adjust �ach p'iece of equipment and each system as required to assure proper babnce and operatian. NATURAL CAS PIPING SYSTEM Prov'rde a complete ges piping system to serve HVAC units, as noted on Uu drawinc,�. Provide either threodad steel or malleable iron pipe with malleable fittings, o� wetded steel. Provide all unions, shut—off valves and dirt legs required by NFPA-54 and goveming local codes. �5 j I � � Q1 —� � \ � � -� (-��� �6 ' � �_ \I� � i � � I � � I 3 I I I , � � ,-. � � __ .-_-S._ �._. . __.. . :-_ -. -_!' .. _ __. ___:_i.- _. .�'_ . -_ __ .--- . --' . _._ _ -- .._ _ -_ - -_ L _ _._ - _ ___-- �'7 � , -� b �, o b ; ; 3r 2 hi 3" . � �, � � 2 �i i � , �� �� '; i i � -2 � UH-3 i UH-4 ! U � i ; ; i ; � ; ' �, ,i I �; i i , � ;i I I �� �, _ _ _ _ � - -'_ ___ _ --._ - _ y___. - _-_�- _ _ --_ _-. _ . __ -_.._ ' - - -__-... � �C- - - � ---- - - - ( ; ' � i � � �I ; WAREHOUSE ; ;i WAREHOUSE -- - --- - -- - -- -- -- _ _ _ _-- � , . � �� � ; ,' ; i i � i ; ; �� � - - - - � � -- -- _ — — __, - -- - - --- --- -- -- - ---- — — j i� A P � � � �! �, Q�IDIMIA GAS TO MSTN.L I�TERS FOR SHELL BUILDING HfATI � EQUIPMENT PRONDE GI1S PIPMG FR�1 ETER TO SHELL HEATING INJITS AND�CAPPED TEE FOR FUTURES. ;, Q 3' SCH. 40 BlJ(. P�E RISEI� UP MtTERIOR WAI.L FROM 1►�ETER TO � OVERHEAD I�IAIN AT 22"-0" AFF �) Q I r 1 0 U N t T 1 f R t � 1 0 6 T A T S U P P U 8 Y M A NUFACTURER AT 60' AFF. � t�CH. CaKT'RA�."TOR � IMI� INSTALL 24V WlRING UP TO �UNfT HEATER. �! � � � 0 4 M O U�( f E L E C T R l C H E A T E R A T 2 0'-0' A F F. W I T H W A I l M O U N T E D � 1' A T A T 6 0` A F F. � , --- — — — -- — -- — -- — —�-- -- --- - -- — - - _-- - --- -- — — — ' i�. � � u� �i , � Bi � � � � ��� M� � ' i , r� � j r� �..__� I i �_ _�"---_--�- i� ( i � � � � � � � � �-- l � : � � � � ,i , � _ —� ----'-C_��- _.`�___-_�-�-- �=*.-�-_�-_�--� �a --��- c.r-c-- ==a . I ( t10VEftH£AD'y70R .-. . _. - .-__.... . ��� -- ,� , y . - .. � - :=:;w . .ti - . _ t , . , ��. _ , � , �{ * - _ . �,. . . ,, �, . , r �, . .tr , ` ��_ '� _ . � ; � , � _ -;�r , , I � � Support Flue From Roof Stucture �� �r�n Non—Hardening �lastic `B" Vent Flue Gas Moin 2" Gas �- Ran Cap (�rdproof) � Storm Collar �,-0. � r Roof Flashin9 � u�c �awr 3—Way Dixhorge Louver 2" Gas Valve, union, drip leg UH-1 TO UH-T UNIT DETAtL NO 9rALE Deck �� 8l j i 9 i �10 } `11 �� � 2'� � �r� � �f i � I I I ' � � � I t � i � 1 ' � 3 � ! � 3 � I I ' f ' ! ' � � -- � ' _ �' � _ , � � --- -- _ - - - -- -- -- --- -- - --_ l ___ _ - - - -- ; � -- - -- _ ---- - - - -- _ = ---_ - - - --- ---- -- ---= � -- - - - -- - - - - - - — ' � - __ _ _ _ _ ' - - _ ---_ - - , i,, _ --- - - -- -1 � -- -- - - - - - - - -- - - - - ---- - _ - -- - - - - --_ __ , - ---- --- - ---- - ---- - --- - - - - - --- - - - - - ---- - - - -- --- ---- - = -- - ---� � � � �� � � � �� 3� `=� �� i 3" , b � � Ii i �y� i � � �i , c i! � q' ; 2" I ! tl' � ' ; � �' � I �H-7 i H-5 � '�, UH-6 I ; � � ; � ' i � I �; - I � ; � j i , �i i ' � , . --t— - - -- - � - - -- - ----- - - - fi - -- - - - - - --- -- -- - r-- - -- -- - -- - -- - - --- tj -- ---- - - - -- - ---- -- ' , I ' � � , , i : � •I , ,, �� � �. � � i � � WAREHOUSE j WAREHOUSE � '' , ------------- - , ------ �. � � ; �� � �� � � �� I , ;i �, � � I � a, i '� '� � �; � � ; , - - -- - - -- - -- ---- - -- --- - - - --- - - -- - - - --- - -- - - + - -- - - - _ _ - - _ - - - �--- _ - - - - - - - - -- - - - - --- � ! � � HY E PMEN HED E� �,' �, � p� � � �� � UH-2,3�4,6�7 GAS FlRE UNfT HEATER, 200 �IBH INPUT. 2 CFM, INDUCED �i DRAFT BU ER, WALL STAT, 115/1, RQNOR FE 200 OR EQUAL I I ! I I I ; UH-1. 5 GAS Fl UN1T HEATER, 400 MBH INPUT, 490d CFM, INDUCED � i �� j D R A F T B U E R, W A L L STAT, 115/1, R E ZI�R F E� 4 0 0 O R E Q U A L ;I I ; I i , �! ± i � I I U H— 8 E L E C T R I C � N f f H E A T E R, 5 K W, 3 5 0 C F l r l, 2 7 7/ 1� Q— M A R K M U H 0 5— 7 1 O R E Q U A L li - --- I- - -_ -- -- ---- - --- - --- �--- -- - — - - - -- - - - ( � ri � " � I � r' ' i N1 ' ; , I � ; �� fl !i �I � � �, �! I � i �I � i� I � -- �I ,- —, ---, � - _�-, I ;,�_ -,- ---= HVAC PLAN ������� �`��� � � �Hr' - �•-r' �!- � --� � \ r� , :EC£SSED DOCK AREA � � ' ^w ` ' W � � e � ~ � o � E-� � � � � � � � R f--i � Q � � � � � ( � � Q �' � a � � .. � � � , F--� Q '� , �-r ,.d � � a� '� � � � O � � � � � A � � O VL � ~ �� M • � � . HW M �� �ma �� .� n A�~ � •.� �. �� U1 � � , w� � �� i � �b� � `ri � - � � � � � � � � Q � • � �a � p � � � w �� �� � C h„"'+ O g � � � � Z � a �� �,j�N I W � �� J �N 0 � � � �� CERTIFIED D. S/� No. y ' 24158 ' lMTE ff tl � N A� `�r ���NAL � . _ _ _ _ __ _ __.___ —_ . _. DRAWN CHECKED J.D.S. REVISIONS 5,'23/01 DATE 8/14/01 PROJECT NO. 200102 SHEET TITLE HVAC F�40A PI.�4N SHEET � .....�..«.. � _ ,� � � ,.. . -� ;;�`��"�� � � �_ _ �: . __..yqr.._ .... . -.; e.�.,...� _,- .,..,�...i'.��- . " , ' . ' . -k}.. �:,'F,!Y;. . . , . " . . , . - .� . . ' x- , �' �. _ _... .. . � . . - '[�" ... . -:.�. . :�,. �:.. ,. 4 5.:�. � . . . . . . . .F. . !e, .. . , � "" ' . . . . 4 •- � r �'.�' i� ' � w� i .., . . a � }�� � - ' .. x, �..^. . . � ' . - . . � • . t �.""M , � . . . . . . . . . " , , . ` t , � 2 _ �:- . , . . . , y . . _ . s� . _ � , _ . , . . � � - � - . . � - . _ . , _ . . � i.i � -_ '.�Y _ � , , . . . ' . � . , - . . , . r��y.�; g # yi, . . r ' . � . . � � , ' '� �, , . , ' _ . _ ' ' ' . . .. . �.A . , . �l � �. ' - � . _ .. ,:1� �: F' ��`�, - - . . .. - . . ._ . �cie� y x �� . � � . � � � . . ' � i' � , ' . � : . . . - . ' . , . . a r �, " y a . . . ' . . . . .. . . ' . �,', +r�' +{rs. �� , .. , . . _ . r . . . . , . - . _ " _ . . . . , . . ,. . . . . ..,.. , � . � . , .. � . .. � - ' . ' '� . � . . . . . ' . . . . . - . . . ' . R-�,.k ::: .. . - . . _ . � " . . .. . . , , � . . . _ - . . � "�� ._ S - . . . . . �. .. .. . . ' , . ' . . . ..., _ . _ - _ . . ' . � �' .. , .. . . ' . . ' �. - . . . . . ' . . ' . . . . ,. . - ,_ � .,.�; . , . . E.._ -:,. ; : . .. � . . ' _ - . . - .. ' � ' . , . ' . ; �, � . - . . . � •. �. . . . .. . . , . . , .. . . � � '.y .. . . , . , . . . -' _ . . . ' . .. �fj9 �# �� , a. A . ' _ ' . . . - - . - " . � � �{� . � . . . . . . . . . . . . . Y� `� - ' � . . . . " . � . ' . � . � . � � p . jA. . .`,�;: [.��� . ,�- . r�', ` . ,. K<. � 1 : �a � '�:<��:�;� � �n� F. �` f; �, P' � � � �ii �. f' �: �� � 4. � �. 4 ' .. � :r ,; �3:�-,, �� .. x ,F k�"' r.- . ., ;:�:� A ��, "�I�._. /i DETAIL MQU�ITING WALL .€�ACK AT L�CATI(�NS . WIRIrvG �F� WALL PACKS TCI BE BESiGNRTED BY COIVTI�A�TQR ,` f �� r. + k� t � • �2 SVITCHING RDVIAND2 .� , i DETAIL i . . ` .. . . 'e � :: . . - _ � , � . �. - . . � . _ �:, � � . , � � , - ._ : _t � � - �� • ` �� � R-. . �� ..,� . ��i .::r r � , .,� . ... � � ��,. ; �S. ' `Z! . a i F���a � �� � �.Y 1�' S �..� i^Y . _ °f . 1.�}� � . ; � . , � s, . ..� � . � ; - _ . _ _ '�l; , � ' - ��s„yF�� -� ,.?� . .. . � `�' . . ;t - . �2 R�W 3 AND 4 �Z ROW 5 ANL 6 �2 �2 ROw � �aADtrvG AND 8 D�CK ', DETAI� � 1��AREHDUSE �IGHTIRIG C�NTRDL DE�AI�S , LIGHTING PL.AN, scAt�: i��s�� _ ,�-o~ i� . , ,.. �2 �2 �2 �2 �2 R�W 9 R�1�J 11 R��✓ 13 RD4/ 15 D�CK AND 10 AND 12 AND 14 LIGHTS DETAI� 3 I t(;HTING PLAN N�TES� 1. ELECTRICAL CONTRACT�R IS T❑ GIVE PARTIULAR ATTENTION T❑ BRANCN CIRCUIT VD�TAGE DROP. Z. CDNDUIT FILL IS LIMITED T�� <A> 3' DIA. WIRE 1 NEUTRAL AND 1 GRDUND WIRE IN ❑NE CONDUIT FOR 1ZOV If� CIRCUITS cB� 4❑ WIRES, 1 GR�UND FOR 208V 1� CIRCUITS 3. 3/4" MINIMUM C�NDUIT SIZE. 4. E.C. T❑ CONFIRM WIRE SIZE T❑ BE ADEDUATE F'OR L�ADS AND V �LTAGE DR�P. 5. R�UTING AND INSTALLATI�N ❑F C�NDUIT SHALL BE SO AS T� C�NFQRM WITH LATEST NATIONAL ELECTRIC CODE RULES. 6. LIGHTING CIRCUITS SER VING NIGHT LIGHTS AND EMERGENCY LIGHTING SHALL G❑ DIRECTLY T❑ DESIGNATED PANEL WITHQUT Sw'ITCHING. 7. GENERAL LIGHTING CIRCUITS SHALL G� T❑ PANELS DESIGNATED BUT FIRST PASSING THROUGH LDCAL S�JITCHINC�. SEE DETAILS. 8. ALL VIRING TO BE INSTALLED USING CONDUIT AND WIRE, U � � �./ 1 W ,�, � '"-� �.,.y C� Q � � d E-� � U,1 � .� � � E-, 2 � � Q � z � � � i � � � o � � � Q �a W a � � .. � � � ,� o � � � � � � � o � � � � a� Q Mtiyi;�.ai�r�4 '��� �"S � .'�! `M,� ��```(i ��' ►'sT�q� `fp No. ° '` � 20158� � `�aT�� of� `� ��`n _ �tiDt AN P;•�;C �� 0 N � N Q� � ■ � Z a� �► o � � a O � O � � � � � � aa .� W� W � � � J �' Q �' �. �� �- � � U z F--� V J W � Q � U 0 V l V J Q O�S z � � � 0 Z � i-- z <.LL Z ¢ � Z �, � J 0 � ¢ Z Q I Q Z W U � � � t � � � � � Q W M `D L(7 � DATE 08/13/O1 S►�ET: E 1 �: 4 , m � I 0 � 0 0 0 '��� # �� - . - �` 4 ry $ � �� � � t�.t � �,� k�.�`. . � �* . . _ . . . . �� ,� :P.3 x v f��r � � - L�$4 � r<}L �_' . .. . . . . f ... ,. ; . � � . . , � ac� , .. , _ . - � �;:- . . .. .. , . , . . . ��' � [ _ r i� �r - � . £�., , ... - � : . h . f.'' ker. _:,'' _ . . ,y, �... _ =�W. , �. ;: r� �� - Y��. r' �` ` ���: . �' h` ;:. f:z.� _ �.� � �: t �. - �l,', f i.': . §�. . . �., � � � . ,; __ ' __ .. ,_ F ..., , ,x � ,�,� ; s ::£ — _ �r . � *, . . , " ,,, . . , , . s ., �. � . ,�i�+ 5, e ��i� k '"�y,�'e " '.�. � �;t' t' - � � � - . � ' ' . . . . . .. � � , _ - ",Va , n 'r6 ¢ �` . .. ' , ' , t fL . ' , . ; "' , . . .. r q , ' � E }t :°,'�. - . . ; . ' . . . * �. . � . . � ' . . _ � . . . . - . r k.�yi � � ` � p"Yt �r` , �` :al { . t ki��- .. Y�,y, �. . . , � � .. . � . �c � , _ � A� -, �- _ - . - _ . _ " . . , . . . .' � � .'.t . , . _ . . - � . . � . , ' � , � . � � .: � .:z;,.°- . : . - - . � . ,. - . � . � . �. .� . .. � . . ►�:� ., I ' �,,_ _ ' • . � ` -. - - . � - ,. - . : � . . � . -:.�.�. � , ,. . _.: � � � - . , .. . _ , . . __ . _ _ , , ,.-: f ' : - r - -n'-: . . . POWER PLAN SCALE: 1 /16" s 1'-0" � _� � - �. AND �VERHEAD llUUK i rri�H� FpR ALL 8 L�CATIONS PC]WER PLAN N�TEN 1. ALL RECEPTACLES INSIDE WAREH�USE SNALL BE INSTALLED IN C�NDi1ITS WITH STEEL PLATES.. 2, RECEPTACLES IN WAREH�USE MDUNTED AT 48' A.F,F. 0 GFI WP i V !�1 1�� � 1 W z � � w O � � � � � w � � � z �--i � �" Q � � � �� � � � � � � A4 � o � � � � � � W � w .. o � � � O F-+-� � � � � � � � 0 � � ,-1 � Qi Q � N � N tD � ■ � � a� w o � � 0 O � � � � c � i � �� a� � � W� W� � � � � � � 0 � � � � U z � � W E- Q � U � � � Q OLS z 0 v� C _ �.._. M— z DATE � 08/13/ S�ET: E � Q Z Q ..� � z � � J 0 � Q z ¢ Q z W U Q � � � � � � ' � 'i Q w I M I �D lf� � )1 oF� 4 ' ��� � �, �` � ` :��.' X�� , MErER C 6�U AMP 3� 4W 120/208 vDI,T SERVICE RATED MAIN Dlsz PANEL � : � fiY�Y LQCATED MECH./ELECT. ���� SPACE FUSED SWITCH 204J3 SPacF FUSED SViTCH Z00/3 SPACE FUSED S�IITCN 2-3' PVC �ACH WITH 4 k35� MCM TNWN IN EACH C�NTRACTpR SHALL VERI�Y ►dAIN SERVICE RL7UTING, TYPE GR�UND PER Pt.E.C.A. , ARtICLE z5D x , r ��. .. : ;v : `�' �:, ` �'}; . >� d � �� .: =� ��: � . , �: : - f ': � � } � Y; . ry ' . , . . . A _ *�3.� .t. ......., . - .. '. � F .�... . .. . _ �'��- .w�::. . � �' �ELEPHOrE S�RVICE C�+11�JJIT 1 HDUSE PANEL 200A M.L.�. }�p/�pg VQLT - . � _ . ,i,�' S � . , , . _ t' , " ' - { _ . ., TfM� C�OCK 7 t1AY CQMTRACT[�2 � 4 #4/0 THWAI P' 4 it350 MCM THVN 3 1/2' ELECTRiCAL R(SER NO SCALE ❑ TELEPHONE TERMIN�,. BOARD <L[1CATED IN 11ECH./ELECT.� GROUND ,- 3/4' EMT r. CEII. E-5 PANEL ZOOA KL.�. 120/208 VaT , 3/4' EMT, � �.•3/4' E?tf � TELEPHQ�IE F�ISER NO SCALE • .. �. - ' - ., ? ��` �r`,- ' "�` . � . . � � � . � � � . - � �. . '-. . ' - . _ ' ' ' .. . .4�'�- . ... . . .r.. ' :Y y . . , . � ' � x L .* . - _ - - � - - � - ��. � � d . - w�•3'xti+'.." t' ?r w� �' '!� t'""��.� _ , . , � .. , � �: ti ''� ��� .. - n. r 'ts � , - �+ 'f � � � . . . . '� - . � y - . �' . .' , .'' �v . � { . `� � � # . ' / .. . � , . 1 R ,ro �1 "" :i . " . .. . �.� - . � / -• "$", . i ' r E�� '�,�, � y � � . . .. .. . .. . . . ._ � . � � � .. - � J . �{. � ?�� ` _ '}�'_„� _ �,t ' ��;� y 4�'«,. ; : ,; . . ' 1 , �. . . . . -. _ i �. . _ - "t' . . � '+ i , • � •�y, , ic: ?,-7 h't . j. � �t :�,. i �' .�..= � ';r'- . . . . ,, , '` . . 'N . . � � t f ��. ; �-i � �� ,, ,. _ . - . ,' �-'� z . . . :. , , , . y� l�.�. . �r ;., . .r- . , „ . :.. � - " •r. . ._ � �.t: }p c� -�i ' ':' �'�'�;F�`� . .. � Y. .. . h t'S. �. � r � �T v�� P �� �f ,'�' l .. - . . . . - . ".� t - .h . ��� f� � ,�.,�. . - j� �� i Y 4 iA.� ,�•,, ..�.,�,- u'Y3c� � �iyi�t#i. y �: . . " . . ih : 7'}� . " ".�T W t i 'S . .. . � 4• . . �lj�• t ' �.� ? T . - �i .i`+t. , n��' . , . . , . � 'wt. ,�-, �' �1 . . . .p <L . . j����� _�af .3?I'�z-� � "~ � . , . , - . � . . . .. . . . ... , � , . _ . '' _ . . ' . f.?�� � . C�L E-10 PANEL �QQA M.L.�. 120/z08 VaLT „� L(GHTING FIXTURE SCHEDULE r�_. J TYPE A 4`- 2/3zW - 120V F�OURESCENT INDUSTRIAL � TYPE. SURFACE ML]UNTED ❑R CHAIN HUNG W/ CORD • TYPE B 400W METAL HALIDE 208V STEM M�UNTED W/ SAFETY CHAIN, 1/2' IMC W/ SNAP HppK, C�NDULET WITH EYE. FIXTURE LUMINAIRE M�UNTED S❑ REFLECTpR MpUNTED FLUSH WITH BCITTOM OF J�IST. REQUIRED MOUNTING DETAIL FABRICATED IN FIELD. � TYPE C 70W M.H RECESSED VAPOR RRppF RECESSED USED IN ENTRY I� TYPE D 150W PER INCA D�CK LIGHT WiTH AT MINIMUM 6d' SWING ARN AND NECESSARY M�UNTING BRACKETS. ,� TYPE E EXIT FIXTURE WITH BATTERY SINGLE FACE SURFACE Mi]UNTED - WALL �R CEILING. � TYPE � 2/150 WATT EMERGENCY BATTERY UNIT WALL MOUNTED WITH M�UNTING BRACKET, ' LIGHTING FIXTURE NOTES: 1. �IxTUREE C�NNECTED T❑ EMERGENCY �R NIGHT LIGHT cN L.) CIRCUITS SHpULD BE SERVED FR�M BREAKERS IN PANEL WITH BREAKER �pCK. 2. ALL FIXTURES SHALL SECURELY SUPP�RTED AND C�NNECTED IN C�MPIANCE WITH N.E.C. 3. BE�QRE ACCEPTANCE ALL LIGHTING FIXTURES SHALL BE CLEANED, LAMPED AND CHECKED �pR PRpPER ❑PERATIDN, . . ,.. HOUSE PANEL SURFACE M�UNTED 200 AMP 120/208V 3� 4W M.L.CI. 7 - 20A 1P BREAKER 5 - 20A 2P BREAKER 30 - 20A 1P BREAKER PANE� E-5 SURFACE M�UNTED 200 AMP 1z0/208V 30 4W M.L.O. 10 - ZOA 1P BREAKER 13 - 20A 2P BREAKER 12 - ZOA 3P BREAKER ' PANEL E-10 SURF�ACE MC7UNTED z00 AMP 120/208V 3P1 4W M.L.O. 16 - 20A 1P BREAKER 2 - 20A 2P $REAkER 4 - 20A 3P BREAKER 10 - 20A 1P BREAKER ' 1 TIME CLQCK 2U AMP 240V 7 DAY i P�LE NEMA1 1 C�NTRACT�R NEMAi z40V - 20A �P CQNTAGTS W/ 120V COIL ELECTRICA� C�NTRACTpR $HALL IDENTIFY RANELS, CaNTRACTpR AND TIME SvITCHES �ITH ENGRavED MAR�ING TaGS �IRMLY ATTACHED TD PANELS AND �Ei/ICES. E.C. SHALL FURNISH AND INSTALL L�MPLETE AND AGCURATE CFRCUIi �Bt�CTQRIES F�R EaCH PArvELS. ry4 ' .i . � �Y' MECH. /UTILITY SPACE SCALE: 1 /4" = 1'-0" U TYPICAL ENTRY SOUTH SIDE OF BUILDING � SCALE: 1 /4" = 1'-0" � � � W � � � � w o � � � � � w � � � � � � H--� "' ; � �..� �.--.� � � � � � � � � no� Q-+' 1-�i � � � W a � � .. � � � � � w � 'Z� � � � '� � O � � � � � Q � �y ; �5 U. 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' , A. - .� ' � '... � ti .. - ..G �, i f" ' �. y �. .x . Ij .fa' �i �` �?`- ;�_ ' 'a .i `,.�' �. � - . : . _ - ._ .� � �- �-{�*k -ly„a.� �4 �. • .,�x: ' � . ' � . , i:' � ,.?� r j _ , :, . . .. � . . . � . . � ,fv x , -�� , � ti,. „�.- r .c l�: ` •'} -o ._ � c �, � z�3�,' �� �' 1 c {�.'x� `� ;��,._��,1" �' �., � � �,. � ,„' ��� s . � ��i', �.�' ' '"s `�.+`-' �' � �. . �., 4.: . ... . . < • �� ��� �'k_ '�: -:a,-.�. � j�. ,��, �r-. `1 y . '� ....�.� :�;:� ��,. �j��, .. . . . . . . . .. ; _ . . " .�a�-.� r'.: ,t�,,,,. � t.'.r..: .. �..,,_ , . . '� .� -'G � M • FIRE ALARM PLAN se��: �,�,s- _ ,�_o� � � � . . ,,.. � �NNUNCIAT�R ` PANEL. T� BE L❑CATED AT DESIGNATED ENTRANCE � FIRE ALARM PU�L STATI�N Q FIRE ALARM DETECTUR FIRE ALARM HpRN/STROBE SIGNAL BIDDER SUBMITTING PR�POSAL FOR FURNISHING AND INSTALLING FIRE ALARM SYSTEM SNALL SUBMIT T❑ BRDWNING C�NSTRUCTION, PLAN DESCRIPTIpN AND CUTS WITH PRICE. THE PROPQSED SYSTEM SHALL CONFORM T� ALL L�CAL AND NATI�NAL COD£S. LAWS AND REGULATIONS. � �..� t'� F�i VL W � � � �., w 0 � � � � � w � � � � � � �� � � � � � �i �"'� f—; � I � � � O('� �' w � � � W � � w .. � o � � �T , 'Z� � ,._.., Q.� � � � O � � � N Q ; _. ;�S U Sl,�p . ` . -�fi,.•bi"sr�q 'f'O � j''�� No ° � . � �;� 20158 � , 7` gTI�TE OF � � ;; �(�{►`�+�,^`, �tAN�'_�C���� d l�1 a� � -z a- � �► o � � a 0 � c� � � c � � Z Q � a� � ■ � W� W � � � J °' a� � o� � � � U z F---� � L1.� � � f�� U � � � Q � z 0 � � 0 Z H z ¢ z 4 Q Z HH i � J ' O ' � Q '�, z I 4 i Q IZ w c� Q _J � � � � � � c,� Q w M � ln � naTE us�i3�oi SHEET E 4 �: 4 <� �! 1 � . T? Ya � i �� „� �� ;. ; � i -� ,� ,. 0 0 0 � 0 The work tndudq providiny ntw matwlob, fntin9s and aoc�s necesaory f� a oompkte tunctbn�p pturr�inq sy�t�n. Ap worlc shatl be in 0000r�dano� �Alff locol codes and ordincnces. ond Is subj�ct to &apsetJon. Hook-up chot+qss, p�nnits and dl othK �wt nNotsd to a oomplete cnd functioninq Ptumbb►q syat�m an indud�0 as a pat of ttis s�tion. TM int�nt �#he dna+ritg� is to indicof� ttw q�n�rd ��ct�nt of worlc requind for the project. The d�orvinqs far piumbM� �aic � dioqrommatic, sF�owitq � qsnerol location, type� #ixturoa cnd � q t i i p r r r nt t r q u ind. Th� drowi n g s N�olt not be sool�d fo► �000ct measurernents. Coordinols with the wo�1c af othK ssctio�. equiprnerrt furnhlwd by others, and with the car�trainb �f th� axistkq conditions of the projsct site. P'�pin9 S�ratem�--G�nerd: AN pipirq shal be run panolkl t� b�idnq linea and be auppo�ted cnd onchorsd os roqui►+�d to facYltate e�cponsfon and contr+octlon. lrtstall as required to meet oll oonstn�ction oor�ditbr�. and to aliow for insfiollation of otl� work auch ca ducts and elecMool conduft. AII fwnq�s shall be compatibN with pipinq moterial to prevarrt corrosion. Provid� oll fitt�s. ocC�s. offsets ond motKiols n�o�ory to focilitats the plumbing syetem's functionin9 os �oated b�r ths dssiqn o�d th� �quipn�tt indicated. Sewer and Mla�ts Pip&q: Provide dl dreins and sswas wiWn �M spoce with connection to the droinags �mt on-sit�. Sonitary droirwq� pPing shall b� PVC type DNN, plastic pipe and fittinga with solwnt cem�nt jants. �UI droi�aqs PiPirp shall b� unifomnly pitched� t/4' Per toot unless �rwise nquind by �xistirg conditiaa. or indioaf,�d on the drowings. Wnts: Provid� a compNt� system of PVC typ� DMN. plostic pip� cnd fittings w'�th solvent cemsntsd joints or hubl� c�t tron. Ths v�nt ayeEem shaM b� oorried through the roof with aPP�ot� flaM�ing. Cl�onoub: Pro�rid� cl�onouts d th� tnd d�oeh ho�izontol run. and at the base of all wrtical wost� and droin pipes. Chonouts ahoN be of th� son» Nze as the pipea they aerve. confornninq to oode nqui�em�nts. Provide suitoble woll vr floor chanouts w'ith acceasories to obscun frorn vbw. Water Distribution Piphq: Layout Mwter pipinq so that tM entMe s�tem can bc drained. Cold water moin �hdl bs type 1� ooppK tub'mq Nith wrou9ht oopper fittinga and aweat connections. Pipe insulation: insulate cold water piping. Provide 1/2' uniceliular focm pipe insulatio�. Shutoff valve� with unions shall be provided for service to each plumbing �xture to tocilitate iaolation for ropair or repiccemen� Test watar rtystsm undsr 15Q psig hydroatctic prossure. for a minimum of four (4) hours. PLU�IBIN� PLAN NOTE8� Q1 2" INCOMING WATER SERNICE FROt� 5'-0" OUTSIDE BUILDlNG FOUNDATION. PLUMBING COIJTRACTOR TO CONNECT TO SITE WATER MAiN INSTALLED BY SfTE CONTRACTOR. Q2 2" COPPER WATER MAIN RISER UP INTERl4R WALL FROM BFP TO OVERHEAD M�UN AT 22"-0" AFF Q3 PROVIDE 1" TEE IWD BALL VALVE FOR FUTURE TENANT. 04 3/4" COLD WATER DROP TO 18' AFF FOR EXTERIOR, FREEZE-PROOF HOSE BIBB. WOODFORD B65 OR EQUAL. PROVIDE 3/4" BAL1. VALVE IN HORZ. RUN IMMEDWTELY BEFORE VERTICAL DROP DOVVN WALL � SEE DETAIL P201.02 F4R WATER SERNICE ENTRANCE. Q6 B�ACKFLOW TEST FLOOR DRAIN. SIMILAR OR EQUAL TO J.R.SM(TH 3510-F10 WITH CAST IRON BODY AND FUNNEL 07 6" SANITARY SEWER TO L1FT STATION OUTSIDE BUILDING FOUNDATION. PLUI�BING CONTRACTOR TO PROVIDE CLEAN OUT AND FlNAL CONNECTION TO UFT STATION WEf WELL. LIFf STATION BY S(TE CONTRACTOR. s�� u�ww ����� �t� �K a��ow v�o�o�. Pnao� No wsr�a er P.c. —� r w�t�e r�a oR oou� � • wn�t r�rQt. nv. 2. a�o�notv N+u rat�u.en �• er wra� urx�n oo. tl! IJIY FOR PROPER T �� 2• Art d1P DRNN. ROUTE 3' �sr� owcaw oo�x ro Fl.00R oww Y � Ft.00R r .+c�a Pc�r� �r►roe s�v+ce n�or a�-o- ou� euac�o. ooN+ECTaN ro � w�1ee ►w� w euK�n+a Pc. �STIC MIATER BERYICE DETAL �a sc��E �������� ����s,�b� • c .,��. ' ��. :� �� ti �, �.. �.�.. �... � _��,,,� ., � �� � :��_ �� �.., �,� � .. �.,,�, ,� � � � ,_ P" ���•w,, .- � -- -. .-� .- . _ \�/! '2�' l3J ;4� 'S` %6., (7� 8; 9� 10, ;11 __,. ,+' ' � `'�- � 12 , j I i � ; i� j ; �� �� , ( , � I I ! � � i i ' � i , � i ' ' ' I � � i � I ; � ' ; � ! 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I i �{ � � I� :' 1� , � , ' j ; '' � �� �; ; , . „ � � � i I i 7� i 1 ! ! i � �,. , _---- - � � � WAREHOUSE � WAREHOUSE � �. WAREHOUSE q� WAREHOUSE ; ; WAREHOUSE � ',� i� --- _ _ ---- — — - --- -- -- - ; -- -- ----- --- i a� '� � - � �; �I + � i �; �� i �� i � � � , �� ; ; i �� � i i �� ' ' , �, �� i � � � ; '' I I ! i ' i � � � ' �� h� d; � p� I : � ,. � , , �r - - --- - --- -- - -- — - ---- - - --- - ----- - -�--- - --- __ — - - - -- - - __ ---- --- - --- - ----- - ---- - ---- - ----- - ---�- -- ----- -- _ --- -- --- - - __ - ---- - -- - --- - --- _ _- - _ _ ---- , ✓� — - -r+---- -- -�--- i ! { a; � jl � � ; ' i , ; �j �; i I j i , ; � � I , i I �j �; ; � ; I' �� � � ' I i j ! 'i � � I �I I y. , � 4' V.T.R. From 2' � i � ' Vqnt R iser in Wall Cavity " ' i � �� g. I � 6� � �; I j �, � ;, � , , � � C.O. � �' C.O. � I � _ _ I �� � � ' � _ � �T • ,�' _ � ..� - . - � i � "�• ' _-� , - ... . .A ` } ��.' .}��. � ._ � .. i$} -T�i . �OY, ' � ;�*: • .,. . . . • � L�"t �� . � *: � w t� i� � �'; - �--, �- _ _ -� _ _— �,-- .� ! � - - _�- - -- - - --- - �---- -- PLUMBiNG PLAN ��a������ �� ��� i i !�■���■�■■� o ia ;;,e• - r-o° +/- RECESSEOOOCK ARE/1 I — - - - - --f - - _ _ _ -- --- -- -- - - --� li , 2� i � ii II I� W � �' �; i! 4 ' �I 3 �, i� -- � . ,_ - _ _- -� �; % � _ , i � �p� VEST_ ,�/ l t_> -t � t_ � -t__y -t �� � t_} tT_LJ-� cJ � -- J1D OOOR � � � � ��� � � � �� � ` ! ! � �a� �`� • '.� "� �. � U �� �� � �'.�`� Z � w s � W ,� z � ~ � 0 � E"� � � � � � � � � F-1 � � � � � Z N-1 F-+ M� � � E'`-� x � � � � a � W � „� .. O � � � � � � � � � O � � � � � A z�p �. Tn � w V1 a M ., � ~ � M V1 mo .� A�a � c� ■ � m ° w � � �� �b� ��_ � � � <�, �� �� , � i 0 �� ��� ��� � ��� �� � � � �� a � � ■ ^ � ? N � a �� �� w �� �—�' � v �„� O �' � � � � Z � a � W � o^ W � �, N J a �° � p � .� � CERTIFIED �. S/ � t �,� • 20158 ? � STAli ff � ��� �N�' �� DIYAI � �_ . DRAWN CHECKED J.D.S. REVISIONS 5 /23,�01 DATE 8/14101 PROJECT NO. 200102 SHEET TITLE PLUMBING PLAN SHEET � l m � � 2 M � M � O � � 0 � 0 ri. - � / I r� 0 � s � W � O .� ii SITE f � � VICINITY MAP � �_ ..'� yy E N OT TO SCALE x �� - ,,. LEGAL DESCRIPTION LOTS, BLOCK 1, SECOt�ARY FiNAL PLAT FOR LOTS �,5 & 6 OF BLOCK 1& MAYFLOWFR .PARK DRI'1/E W MAYFIOWER PARK: RECORDED W WSTRUMENT No. 2�/000/2299 W TI-� OFFl� � OF THE HAMILTON COUNTY RECORDER MAYFLOWER PARK DRIVE HAMILTQN COUNTY, CAF�MEL tNDIANA 46268 S�� N INDIANAPOLIS MAP NOT TO SCALE W E S SITE �N AREA SQILS MAtP - - t yy E NOT T0 SCALE � S 0 HOLEY MOLEY SAYS, ��CALL BEF " ORE YOU DIG (TWO WORKING DAYS PLEASE) 1-800-382-5544 1-800-428-5200 INSIDE INDIANA FROM OUTSIDE INDIANA � < 0 � i .. ``���\1111�I1i1//�,�,'' � ,1./�: � ``\J`` f � ........ �7yA,_�i� ` Q `f •• O •• �S�i _v=� ,�� ��.�Y_ _ �':v O �t' k' <: � � a� ; t Z � � 2=?- t Q '��6'� N ,.���� � O �••... �'' ` � •, .... p��C.��• . . a���'''��,�,� ��►��``���� � � � � � C� a � � �� � �' ° � N � � �' � . �� � M.�� - °ti � cp � � ��� .. :�o . � CC � o ' .. � n� po � �� � < � 0 � � � �o �a �� o � � °° � �s � � � r a+ y� � � � � � � � � � � � N � O � � � � H � � � W � � � � � � � �. , � � � • �