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Ire A• �- Q D — z = o ¢rya 0 I I >'vC���I N .��T� I �.. yg'1 - I ►_ o.1 - .____.��...__ --_ -- —--_ ° i N s � I ---► -�-, W hc' MA50f-}RY WALL ' _- I'�EiMr. Q L_ 1 1 _ *14 t�Va't'IoNs �r;F �EcvD Fw-INF, J ff.EINF INTO) FCUr-1 AeTfoN V4AL-L- E !�� MA��c�1 af�Y Ir1Af- L, 5t - � �K�M�re r�lr�. -rc�l-► n� - 1rlF: �t E✓v. cow, l"��C,1UfK1=.f7 I'f ^_1' FooT,INGl, O �oco � xF 7 � •-�--- A _ _ V) I Y VJAL LI �Ee II �Y 00 C7 NI?�SD (�. �L.���T"I�r•I. �C4 F,151HP, FLEV,4k _A-4 vi �V Q, . r D JECiT 1�E f`� P SNL. I.,AP_, - - SEC � N I � � '� , � r I � Ic,A`I�TEF�`-b�., Fa u 1`IVi�r 1s•�M F'r�,r-{ b:; � u4 - - !! jl-A � CI=E. `� U O IZ° O,C, cc Lc-NL. SLAB, SEI: f-�,1MC•-%.. 1"I( ► �1'LA, N • FouNUArtr�rl YI.,AN k co I �e _ • • '�`-�"4 TOP I!X-- TT01-1 �O N T- �.) --4 + pq X11 L r,- --'- .1'� . I � ?�� !.i .f�._ ,� ��Ir(� I !f[- O H `Z, ►'`L'i or I - Co I 11 1�- *�. SHEET NO. -- � �'r SLI r� � ►�- .Z DOS' i � C� ��T I .�,,, �U'�=' T ' —� c F I A I ����1�I.__�: - II' :. 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OE 6? 92 1Z 9' SZ bZ E2 ZZ IZ Oe, 61 91 LI 91 51 bl EI 21 11 01 6 9 L 9 S tp E Z 1"""" ►IIIIIIIIunIulllnnIIIIInnlnullilt)u1tIII11IIIIlII111IIIIlI1111I1111Ilull 1111b1lIIIIIIIIII 1IIU1I1fIlIIIII III!))t111IIIIIIIIIIIIIIIIIIIIII1I1I1111)1J11!III11I1111IIII1III0III611111111IIIIILl1l�I111I11t1�I111111111Wll�111111ll1111lljllll.hlllllllll Ul1>>Jlll�lllllllllllllUllIIUIIIH ; AVIA 2 1990 — S'�f'► 6 ` a•I.-• a.^,"1 • 17c, 4!')40,/J10' 1 i I I �N � �c� aX a�'X I I I 5 I I I I J Cit.L• e'r , p z r, �, r•�' �- / x � Y`�� 411,- 4111< r � I . �� 5.P5 x I �• P�►�-�! , 4 '�'• - �.- /�,,, x r , Y � ,,,�.X q.,c ,ern � 51/ ' x I .� Ga,�_, P�"'t. 5' f5 ;'-`; ' C�• �•r1 C 'T/Ir'URLIN I2'S� - ____ ___._. _______.—._.______ _ —' .. rl _ .1 _ — �- I �� .•. �,,r,.IF1 I!z I I, • v � _�, A. O {' C T Z V1 ca 1 I t �.4 _ ---— - a 0. o a 04 N a. — _ ? k b1 'r I 1. Z k 1 y.--N � W �,x0u. PS b ` ��j � 6M. µA►�EaCsR- fi o CL 1, 0 y.Y . - - • - - �� -t/F'Li r;�I W 12'•C`' tK X' '� I ' x ► 'f% ( 10'-(C f� ( ' , - 5 _1 r D ` 1 I ?/B M 101-11 %. O /-A; Fr, _ - . v1 1P ( /'`T/Ft 10'-d YZ" I ,._ I T'Pt,.l LL,!I,. 12- Sit --- S w V- CIL- s l2 1 t--0 2 — S U ago ZJ -, Qa , I �` 002 — .J if i ! i z L C v a F' U '1 I 30 � I W z PX Q- `o 7 y 4L v __ ��__ �__ __ -_ ----____ _ _ ! ►--� �" `� � tl`T cU 4 i � - Q-► - 1 MBLTE NOT QNRY NOTES All concrete is to be 2500 psi at 28 days. Maximum slump' 4 in. Nollow masonry clay units shah be "kla-all tile" as manufactured by ' with nominal face dimensions of 4" x 12" r- Cc`` Ilo rs.�n�x 1,�.,-_-_, 1 _ i Reinforcing: ASTM A615, Grade (o0. in wall widths as indicated on drawings . Color to be carib. They shall compply with ASTM specification C652-HBS_SW as J toncrete cover for reinforcement : modified by ICBG Research approval #2730 for hollow brick, ,�8 Z ' Grade 1 , type 1 , N3000. 20 `F 7. `� � N At concrete cast directly against earth-- 3 in. min. c � At concrete cast against formwork and in contact ;Reinforcing bars : ASTM A615,, Grade w0 with earth after form removal- 1tin. min. At concrete not exposed to earth or weather-3/4 in. min. Notar Joint : 1/2 inch. -� At concrete exposed to weather- 11in. min. kA p In addition to horiz . reinforcement provide bond beams at floor �'—` Concrete floor is to be sealed prior to use of carwash. line, at ledger locations and at top of walls . Ix 0 Use. type M Mortar . \� ---� ;� co l i Cq Special inspection not required (half stresses used in design) . W00D FRAMING Grout all cells with reinforcement only . Maximum grouting lifts � All wood framin is to be �2 B, D.F .-L . 4 ft . I I g All wood in contact with concrete or masonry is to be --- -- --- - _ - 7 pressure treated. (Does not apply to ends of glu-lam beams) Around all openings greater thad 24 inches provide 1 --# rebar -� „ , N r ,� � ' _ Z v around opening . Extend reinforcement- 24 inches beyond corners �� -J�'` rte' G+ Xcvx '�o T s � " D l__ _J -Clu-Lgm to be 5 1/8" 24F-V2, 3 4 or 5. Glu-lam beam to be of opening. 1 l._ O A pressure treated after laminatin wi[h Wk Penta in light solvent ` Lap all reinforcing bars 30 bar diameters (mir. . ) . At wall and CI I - r 1 `� per AwPA C28 to min. retention o 0. 3 n/c . f, column intersections extend reinforcing cunt_nious around corners. Locate reinforceing at center lire of wall T CTURAL tg E Masonry is to be cleaned (per manuf. recommendations. ) 1 . All. structural steel (except tubing) to be ASTM A36, Fy- and sealed (2 coats) prior to use of carwash. 36, 000 psi . Structural steel tubing to be ASTM A500 grade U, Fy.�46, 000 psi . Design , fabrication and��erectlon Shall be A In accordance with the 9th edition of the RISC specification I ` I m �., z � , QE_,�.IGN CRITERIA I O for the design fabrication and erection of structural steel N �, �. � � x for buS 1dT.n�gs. \ - Wind Loan (Basis wind speed-80 mph) 20 p . s. f. ( ,_�� ��- 1� A A U 2. All structural steel to recievP standard shop Primer . _ SHEET INTO. ALL s-�r�uG'1'UWAL xaTL• IMf+IV� GPRE-�A3N TG 0� Ge1ALtiAN1Z�D. Soil bearing capacity 2000 p . s. f . 3. Melded connections shall conform to AWS D1 . 1 latest edlt ] on , - - - -- ---- "structural weldino code . " Weld electrodes to be 'IOXX. Loft floor loading - 75 p . s. f . �*, � 1=• - --------•- - - a. � r All welding to be performed by WABO certified welders . II " -- Snow loading - 25 p.s. f. - -- - - - _ _ �3 -f f r �►.' 7�M. 5!p� w 1 p�S Imo' r�».I� ,�o R. � 2{ ��� U T>� ,y - ' x -. 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EACH WAY 1 p pi �ALLI � l,.+A`t' 1 i 'rte------- _----------------.- EXTEND 18" ABOVE SIDE WALL & SAM P e Cir To i BEND INTO FLOOR SLAB 4 s L-,"r. 6 F F` V-E,-4P IN1Q L /AE� -- F0E- Hop,» �; �,�--aI .a #4 BAR CONT. -- - '-J' v Q 3 PLATE COVER 4 TROUGH • � ---..�.._, _..__.._._.._ . _. _! _ ::: - �...� .�._. ..._. ._____ _-- `" - .- Scale. 3 = j'..0 �-----------------�.___� ------------- ' L.E ..rL,ev IIi� �1' *e... II"t (31 , "1"L�r�. ��► IV j1• , u. �. � Y Gvti"' .j - , O 1.0-- i W r t-1 w `� +•�_ �.�� — .. I r �v rrr�r• �r� 1 , ; l 1.4 ' G ! .. �= Q.G.. ► , ; �- r� 'Y � ` -------_-__- -_-�..�---- �r q- �r L :} i i "�- :i•''�-. 5 W1 T f�G''" � .. . x;'�" �:.. r �v I~1 C "?- '�. :r t a�C-�,w T fi I �•_ I�21' x � ' A�&H '''"f{ � G•} `�L f� C- Qa r p ` ' 1 , r {�M F 1.1,41.-r 5i u N�l !.• b l A "^ U;moi� ✓ r�./ ti ��..p'.�Ci .' �'1� f,4 6.. �~` � C O F lYc7 i`M f� r ' ' h I - s �Af, gY "`X . `� � .>1~1`,/�Y01a_ lI ! 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I . ) OR • 1 " 1 \ 11 1 M " " " 1 " "I 1 1 /t A 11 - Y.•1 /1•. s - s o ^_ 6 7 -0 6 _ _ 5-6 6 _ 3'-0 6 s -sf 7r __ _ _�_� s V APPROVED EQUAL. SLOPE 6 DIAMETER PIPES 1 /4 PER FOOT �� o (MIN) TOWARD PIT. (BY CONTRACTOR) 5 E-" co 30'-0" !,o c 4. DEPTH OF RECLAIM PIT OR CLARIFIER VARIES WITH GRADE z � AND LOCATION. z ww _ ---- 4'8 C.I. PIPE TO SANITARY SEWER v I z o PLAN RECLAIM PI 1 T scat. I/f 1,-e — 5. ALL. MATERIAL. AND LABOR ON THIS SHEET ARE TO BE SUPPLIED BY THE GENERAL_ CONTRACTOR. EXCEPT BARREL SCREENS BY HANNA. X31 ;'-Co C.I. PIPES � � � (co S?EEL PLATE - FROM CONVEYOR TROUGH 2_150 X 48" + EXP. ANCHOR BOLTS 4 PLACES (BY CONTR.) _ : 1 112" X 1 1/2" X X 1/4" L. REO'D. _ BARREL SCREEN -- r 304" MARINE PLYWOOD REMOVABLE (BY HaNN�1) DROP-IN BAFFLE (BY CONTR.) � 4" 0 C.I. PIPE TO� SE*_RREFLECTED VIEW ( ) 6"0 C.I. PIPE ' _ / ' TOP OF BLOCKOUT --ELEV. = I00'-0" 1 '� 0 9" Li I O - _ - --- BOTTOM OF BLOCKOUT - ELEV. - 97'-2" •I i � I l t l .,. 0 1 1 1 I 1 I— ! z cl' - - ' � � - _ _ _�___.. _ _ _ _ - . _ _ _ _ ___� _ _ ._ __ � __ - .- _ _ �.� , , .,.._.r`- _ - - - - - ._____ _ _ _ _ _ ,• _______�—_. FLOOR OF PIT ELEV. - 936 1 --- 6" X 12" BLOCKOUT FOR OVERFLOW 0 GA. GALV. SHEET MTL BAFFLE "Z' WATER STOP CONT. 2 SECTION THRU RECLAIM PIT sc 3'-6" 3/16" COVER PLATE 3'-6" " " " r 2'-6" _ I� // I,'may[\]- y 2'-6" 6" / 11 1 11 11 1 1 9 1 -0 9 .0 W 0 1,-1 6" X 12" -- 3/16" COVER PLATE BLOCKOUT -- - ---- T i i 1 I 0 "tj� — 6" X 12" BLOCKOUT ti Y) co I o 4" DIA C.I. PIPE I " I � I _ - � ,� J TO SEWER I I 3/4' PLYWOOD I , t L _- BAFFLE + I w I I i _ CONC. BAFFLE ----�- ' ' SEWER PIPE TOU O I BE LOCATED BELOW � ' � V BLOCKOUTS ' ' \` - 6"0 C.I. 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'3 45 7 A g IQ 111 12 bmAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- — - OE 62 R2 12 92 S2 >y2 E2 22 17 OZ 61 91 [ I 91 51 bl EI 21 II OI 6 I8-. ' 1 9 S b E 2 I "•�'" 1n111IIIInnluulnlll+nllnn1nn11u,lllllillllllllllllllllllli1111I111111111IIIIlIIIiIIIIIIIIIIIIIIIIIItIIIIIIIIII�IIIIIIIIIIIIIIIlI1111IIIIlI)1ttIIIItI111!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIh1I1111�IlIllllll�lI111111111111�1llIliI.11111�I111I1111IIIIlIIIIIIIIIlI1J1111lIlIIIIIIIIIIIIIUIll11 �� J MAY22 1990 t ir.•.� — .+..+_rte � +M.+-..i+A .�_.+m..+�+�-w w,.. .w..OII •�.._.._..-»•ter w+�M w�.+r•.� w.-._.._.�� «►.......-..,�..�.w w.._.. -i •qw.•w-...,-.-qe .r,.._....._....,..,� w+w+.++.r. .w..-._.—w •r......-._,..r •.._. ......._ _._.� _- .. s _ _ ... .w„ ,--�.� w.._...•.� • _„ ,.,,,� —'�'r,. smax2A.Wrim• v r.-r.?*r Am SNOW! t,. ,i f r._...� ►...__ •.,...-.._.r .....�_ .. ..,.._. 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I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 82 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 BI LI ql 51 bl EI ZI II 01 6 9 L 9 S b E Z 1 :24 ]K* 11nI1n11111111111111111111111111111111111111nIInIIIuIIIl111IIIIIIl1N4111111U1I111)�111111111111111�1li111IIIIlIHJIIII1111111111111111111111)1HJIIIIliI)!Jnulln>IIIUIInulln�nu11u111n11u1111wIlwluu�uuliu�wil��ulil�uuliu�luulul�L�u�w!1llI1I1111IlUlIIWIl�11 221MAY 11990 , --•--ter.. =r.�".,. ----•--- - -------------- 1 c 00. — O U U X > N In � a O_ � y✓ .AL_ _ IJ 4 7 c U c v 0. o � N N N cb x O � O O Il w cti03 cn Li W � x r,- t2 t~S1.1P,t-� ✓1M —a-T_J7<, Corr w Aid �RYG R i�A�N P�`��.�E. I x ` � � Poo S i M 0 o NOTE ` ALL LINES ihl T!INhIEL TO BE L.00.t-,TEP AF30VF NYp�AULIC. F'I�v�;aRTlar� . RETIJF?N LINE I I' S H . 80, Pi PE PRE 5 5L-;F?E LINE Z fz O Lu 1 ' W. y4 (='4�2 ! U lA! C.0t�_]p C-C-71W I° W W Pt� 1 1 �'1 F= IoU Hff r,u�15Gv To �+At-4 wA< f ' vALuUM MOT09-' { Z Ar VAG U UM • I dr 11 I x co cv I co Li Lo, I (�_:2 Loom A�' �4 .. 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NOTE: IF THIS MICROFILMED —___l _____ 2 3 4 5 6 7 8 9 10 11 12 `fir DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, _ OE 60 82 LZ 92 S0 02 EZ 72 1F OZ 61 AI L1 91 51 v EI ZI II 01 6 I9 L 9 S b u c ,eII�InIIuIlI111111ullnulnn�1n111111�nIIIIIIIIIIIII1111IIIIIIIIIlIi111IIluInIlIII1;IIIIIIIIIIIIIIlI1111IIIIlIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII►II111111111III11IIIIlIIIIIIIIUIIIILIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIlILI11111I1111I1111I1111IIIIlII111III1.lIIIIIIIIIIIIIIIIIlIlI1111IIIIlIIIIIIIlUI1111 �1 1 I MAY 22 1990 w (n N I U C) > N th U t •�S ' " ' �� 4� Mfr 1 t, . f U � C � Y � ra ' A Cb _ 40 �.. �._ , r.--- —►�—�•-' -TT-- ��' -1--., iY rt_1'" 1"11�1r m � i 1 ( 1 �� �; ;j 't ! !� I 1 1 I ( I, I � � t i, ' � , i 1 i I) ! 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IT IS DUE TO ME QUALITY OF THE ORIGINAL � DRAWING, WJE 62 82 L12 92 Se 02 E2 2Z I r, Ur' 61 FI I LII 91 I b l U,I ?,I I I 01 6 9 L 9 S b IE YIIIIIIIIInnluullnllulllNnllnllUlIIIIIIIIIIIIIII111111I111111111IIn1111�1IInlllll'llllllll III111111111I1111111�IIIIIIIIIIIIIIIIIIIIII11111!!'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,llIIIIIIiIIIIIIIIIIIIIIIIIIIIIIl1IIIIlIIIIIIIIIlII11111111I1111IIIIlIlll-111111 I' MAY 22 1. 99Q 1 C_ 00 --}— O N U O - > ((N� _ I �A• `r - YYV/!/ K) 1 0 r~ 0 .. L Ih C T) 0 C L 0 CL c� I� rn w � I o 't • IrJ ,O Q7 III Q W E-4 j I qj ® ai� o I x U) d o � ' 7 TTP i G A it )r-1 A L L. �E1 i iJ F; �4 `J r• -f2-'1� N �� �_ __ .�,. _ .__ �___.: � - - _ .. � _ C-� 4`-c>" �-• G. � I - '� � HSR; Z � 3'- � ' o. c, E-•a I tr f AFMI Nag VA T 10 �4 I—V Off. ri 0 O u 1 � i a � cn 4a s 0 I ---7i _._. _ _ -_._ _7- • _ w 77 co it �co 4-4 U ..Y.�. .. ._ a _ _ 00 coCD Lo E; VAT ! �..� 'SHEET' NO. t 4 .� � � �, _... .... s ,. .. 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