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12398 SW SCHOLLS FERRY ROAD-1
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LP n ' 1 Gu!T k t ✓N": uT I - -- -- -- --- �_� _ _. _ - - --- @ �`T �►- �/ 'T1a`� �ci.�� j �-- – -NIX ;E RUSSELL UACH � IlU E I.E�'AT t ON -�3►T�'FR. a s 'lye .4-�•��.. F'.r.::E'. L, �X �C,y41�', A -� – ! •. ! �... � r. ,�. �`• _ f# � I .r ( - i ,�'N�It�.Tft• F�llhll'✓A!`Ttc�1J / NE�v C-.�aa� - I .. ...-y.�..�. _ .�.....___..._�... �..�-=- 'q OF hI C\/ •-�. -_•_ __-- - ---------• •! \Vi4 LL.--•. l � ,.,.......•�r,1.�.,�-;�:. r'I r;r^.`� I Jab ` 1 _ �Iw,. .. ....•• -• r._j'�til . ._..�-'� ��(+ � t E- r4 F—*.. I SCHOLLS FERRY HD., 12398 �+ !14*` N } BUP 93-0347 9 ( -. r- ,- . ., .- •. i 1 OF 8 _ / J • M .■a�r'+"f , 1p ,1„I„II �I, tll 1, 111 � �1r �n.i� uu�UMENT IS LESS i I I 1111112 � I AUGUST 29 1995_ _ ________ _ Q ___LEC,IDLE TITAN T11IS NU`1'A'1'IONp `3 4 6 7 8 9 10 11 IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. r-- ---- ---- _- —_ _._ _--- - --_ _ --- -- -- ---- _ - ---..- ----- - __ - __ --I --68Z LZ 9Z Z Z E�� ��Z IZ Z 6I TLL III I IIIIIIII�lllllllll�l 1' 1111� 11 �1 ll�lllllllll�IIIIIIIIIIIfllilll{IJ!i i. IIT � I I�II� 111111 111111 Illlllll�lllllllll�lllll Ill�lllllll IIIA I�IIII(IIII��I Illlllullllllll�l�lllltl�lll,1111 W�II�IIIII (Ill�llll�llll III�II III 1111111 {1111 I� I,lr � I II� IIIA r (I C .. ...........:�c IthPftavEr> \YI� IV ��, �f °3`lr� > J,L �iy: 41 IQ 511 .,..._+weir•.,, ... ..-.,,,,....•. ..► r/�\�� `^, r. • ; • ( _ OM I �.�� ��. , _ f 4 1. r015 H 1 EXT-b• G.l Its r • � rat rca H , C , I G-► I�-� _..____. _,.. ._..._.__ _ _ ___— . . . __ .____ __._ __. ...... - W. TV PUTUM mil GE1t! rw M FW • l0 t K � pC ''� I F�,1.11•JU`.a' L.hIJF�•'Of-:�,F�U�: `' F� F.•-� iEW 1=k. E.1��EM � vt ,vat_ r nr�,STc,uc ` l: ` L a �J► J+J� L !•,, EX T' T'R I a u, •.tf v �5 -.,a�.,, t.�.N� .�Z o.l ' -) J.;V. N• r.,�a�C ,__ , ' `�� � I �,� � C � L.. c� -' � � �T �--� i � v EXT r.., •'U it �� f ;� I C� (Tr `1 -L LINE ,j . ----- •�' V l _� �� I 64>•C,/�,� 6'_�1-;' - - } rev E '` �5'-t!` :b: • „� 710 1 ----- -- !x /� lNEif�E„7ci_ Q`if.11�G r -.0 ,IT `.� Got-t'.f�tl✓T't� LRI V E v , , I JdW ,44-FI�AL.TI�_ UI►�/,• / `1 l �t • � I h.l� � tJ�Iti Lit14T F�BrzK- r �� I J f _ V da j � r fAACM 'r f''V Kh�IT.rte • _ � -_ Loc K,Ni .�, � � � ;? IN r tv 1 fJc t .::�rz vt -� ' PI•tC�''•"i�;� ~✓t'-�,�...•fiZ i 1 - � ''2F+ox7a�E h.)t�'�'h.1 -- � � p � _ — !_ ,�T E , CXX -� # " P r r 4_A;:4 E Ll ��,�2� rS'7.. F-T t-� � _.._.. ! - .._._..- _._......r._.-.. � � 1 1 / `L,' !I `l..J` ! •� Lam_ � I ----�-- V —XAM Int Ell, •1' _ _ s, I E.NG•t.p5t)Fr t ' ( �'r l f�CEJ! P.,G1- PEJV-- _�_. I _ .__`_�...__._ + + _..._.. , 1 u. T PEiz 1. - Sprinkler e* tea Is not required in basement D Hoar area s less then 15.0 r. f. per UEC 3802 bl. �' �--� __ l� �iC . _►� 1y2� lot. all- 6jIIF,�/ t�� 3tsir., � - " 1 - `� ��I.. � IJ� I I �• Gb \ ' � /1 a. Stairs are used exclusively by vaployoos-private, , \ ( v• ) r b. The stairs mer-9 areas with occupant ("f- \ R/t G`U,7 ups _ loads of fres tear, V ■OC t •�_,y. •' V �•��.I too "•yy { ••\ V, //� c c' Dr stairs haN•T 9• sax. riser and 9• win. runs yr i,Nt U ;•+T�~i ••+� /� C Ir_ / r1��Y ��I.1 �j ©1 I i --_ '� ti lt: uUk.. 33"c. Exception I1. p `� w ' t `' \ ({{yJRt.� \ .11 3. All exposed cone. surfaces to be sacked before painting typ- f �- ( r,,L'V'/ ASP►trA14.�'t + .�, feoor, walls and coiling. '1IT e7\V6EY&U/A l� _ 4- —/ •. ` H r �W%xw 4• Contractor to ,covide and install f5) Fire Extinguishers at C -� _ .., ,'• ,/ l r14f4&_X__ �R I I �\ .locations shown un plane (Fxi. ; �.. y • (-,TY C-4 r-LUA I ! 1. ti„ - ��.1►-4- CAJ fZ f�'5 T_1JL I I� _ __.____. L_ - / R4 f�.1 �' +-+mar wn . rrr . e.w•_ -- _...._...._._. ' � .- �1 -.. OCCUPANCY GROUP: r `` `� � ^�. � _ _ ) - 1 ) . , Imo►J�.��Vt�l � I�,.� 11 --------- w � ,� '�1� ,f�l, , i ' B-1 lubrication nervic:e building or exchange of parts only. ,* V I I��J 2 t•.� u M 1�ry E>✓ t _ .�.,� -----/ ) �• '�. i ..� CONSTRUCTION TYPE : _- ✓ o Ste. t,.Llo RUSSIA L. lC Basement level r.;onstructinn equals type I construction reinforced s '� _ � __-_--_ • r'�J rZ-4+4.7C,J�'rj 11.3 fir~0 t concrete •elle,. floors a,ed r_e11in rx throughout. G~- LJ -/ `C1..� I - 8LLLi'r uk,?#A, t. r (1. -►�� Grade level con:.truck.on eq��alrt typ�> d-N construction. ��rA' "�'ra;'y,l`�''"`1,,�•�a�' d• • �'°r r . f"• N. ._-- � - • M • • w w •• h • , • .I • e ti • MN�4 N • ♦ ♦ • a V0,1'"r.l l?r (� C '+ r ,. a >r +tr ► `..� f.9�.t► .../�1 OPE:RA T i UN Customer drive — through lubricati,)n - nervic a Niart I ty- for r ��.i �'�'LF r�.�/E"•- automobiles. The customers must remain within Uleir vehicle <�' �• throughout the 10 minutes (approx. ► service pt oredur+r. �v: to One service '.Erehn is .fan ♦r�rRw star aer wrr h iR• Lai. n!r?!� a second technician in the basement below do vvft!n ler working throtiph thF � �] floor opening. The tecnnician in the basement stands "n a movable, sit -- -�� O. 5. N. A. approved catwalk system which stands unattached un the e <,• _ fn E Z Z l► I .) - r; �, »� basement floor. Use of Claws III-B lubrication liquids only. Service is lia,itpd to ^ xr,lacy � f:_-1 0 L-3 [I c-1 U - hellJ� .r / I chnnainp enpinw and transmission lubricants and r�eplacewent of all and air filters, windshield vipe - blades and wawher fluid. �� _� ��o - S.W. ANTO! Qo. �`• DESCRIPTION OF LUBRICANTS: ° r �o - do M -� ' i ! �. ro t .,TR p SCHOLLS FERRY RD., 12398 x 1 Class 1II-e, non-hazardous lubricants with flesh point above 200 o p 3 BUP 93.0347 degrpr•w F. are used. No_ ::lawn I or clae� II liquido cre on the VUr 2OF8 pre•r�iseEt. Lubricants enc° waste oiIs are•• peeped from or to a "ri les � � � � � of sea-ltAd storage con?aJr.erw located below trade ,riihin an nppr ovecl - — ,. --- contein,arnt . 4 p. nese. . . �. ....,,_.._ ._..........__......_......_............wr. w.aaxewrw�„mew•a,%.,.•:.. . .•,. 1Yr+..:.x:it:.rr«.rws«ANM��J+�eW:s+rMs,as!.rntweao ..._..6.---.._._____ _.._. ... ._ - - ......_. _Jliw.vn�.•.sa. ...yw.a,•.,.w„W».c,h,s,«w..,wnr»«+ww....... ,...w.,,a+«._;_..., ...-.,...,,., Ir THIa DOC[1MENT IS LESS 1�'��Il ITf��(� v ,3 � � T� TI�1Ti � �IIIIiTT I ,I 19y� / 4 I fi ) _ b G I T 29 LEGIBLE THAN THIS NO'1'A1'ION, _� �_�.----- ���----------I —, 8 1� 11, 1 AUV`k,Js „ - -- IT IS DUE TO 71iE - QUA QUALITY l Y C)f' No.38THE ORIGINAL DOCUMENT. -- — --- -- - -- - --- _ I � E 6Z 9Z LZ 8Z Z I �Z E Z iZ Z 61 �8I LI 8T 9i 6�l I Ei ZICTt I t3 L 9 Q E Z i�.ua IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III I IIIIIIIIIIII I I IIIIII I I I 11 � • I IIIIIIIIIIIIIIIIIII IIIII i IIIIiIIIII)II I�I�IIIIII 1111 II III IIlIl111�1Ill11111111W,, �IIIIIII IIIIIN 11111111 IIIIIIIII ll�lllllllllil _ 3' �r - 1 1 _.. _ 7 L� I c� I _ '�'�- a� * _-�-�" _ I+U 5A N e+t�i GIJ• \1/i 1 . I 4' L (► 4` ,A, O;ru1., TYrkA I.- $' '11 � w �'�.• -n, FU1L .;is4j, �x�tt� , xx 41 r- e LAA 1 exxr-T(1,1r) I _..� ..— f �y�,��11 + _ _ I 1'1"{F'1'L�c 4 + a, i I Q ', ,MOVE F"•F 1 r � I c.r! �/L K (� 1, ff ~'y) �•> I I I i - ( __.. �rr• i 2 4 w,& �._ 1 • �• 1l F.l+'1k 111 tJ t li 9:z FILE E N :=_ '�--_ I CA � i ' ''E'A'U '�. t. e� -------�►0 '�v i�-I' �A1T 1 i ( – .�.■.} — --- -- h�'�L lac 4' � I � I ( q KF,urE<. ; F W/41L- ll 'E1,► '��I �GGI'EE; �34YEiJT �..;bL C 1 PAS•MA FE I � I I 1 iE NE•R.ftTl`_ I�E.IG/ T � I n• b � ° i } I �' I + I I TRAP 1 3 v l�ly 1Vt.r;i' /I s , 3 i (V ` ` I i - - � �•----_.._- � H y / � � � o� i � 4-�-----1� I ( � I 1' `�----r �_�►� I ' � , I I + u f F �-� VI�_.., E ( � 4 �axa; rte. l I1 F_ { HT1- .Ul. L__ _. __ �_ _.._ __ _•J _i .� _._ _ J 1 _ I ry I E-�A NMEfVT — 4X"})' r4 _ �� W"p,KTS I 1 . _ - '`,Oplri Iv i ! t� C_ __ - r� A -- ,ti6�'uE, - p �; 1 j I I r. � te• 2x4 M -� i 1 r I F 14 LAO IT WAL L.. . .. _ 4 X�" �'b .r -N G __ _ --_- -� ,� .r — , _�. -__ __ _ __ __ J I ICi L 0 1;r rut.`.a I '�- �4 i`. L a. �" `'I L . . . _, t� I _- I ��` c a� P V I CE T�-t�' I TYo �a J I � .4 I , ESN rrp 1 I { I � Tot�Ac�,E I I - ' ! :�a �4 NAJ_..W� I �' I- 2 - �Zd>V1T VJAL i 1 �J I I ♦ O E i I 1V/ K-t ' NOT �i� �d�. t►,5 �c. i r _ _ P Tfp1J - - ��i4lai/lt�1� BY _ • ,t -� 1 - rc I `�. I EzFsQ 1"AW FJcf�+ I I $ I - IL7 T - h- 1� I I I !� _w8xzs wbX'L� -,,^ I yr8,c2 �� i+M ;~y �` I ID — F, �I I i !, { +2x -� `' /atr✓� ( I A001X_ I a E -- 'i' ( �T Q i L E 1 r,' lel __...__ + .` ` i f 1 w'/K-4 I ! I 1 + .c. - - 1 1 II - r t I I I I .. . .. �. _p A I ,rdA l At'i,t.l. r i (I ` q • �t'�,/ ,[ I .i (Tr y af Nr-M: i'6U�t_ 1d��t -> Ival •---' r _ 4" VX_t..AKl� FZE� Ulttto FM C["w.RETE 1 N I r_ F.�1-E"1rA,�.lr:T Lx�`> r : \ I j SATE V CyK EATEr. TUA•+,1 1s5W F'�St I. - -----— ( i { '►' ,NUHF. ►�C't.0 Gc`y -' I V SE 1Y/ K .Tr � � � t` 1 TIM r.1.u&u.. ` , , W,'24" +leV +F�r1 , e HARLSCAPPC>D R$STP00A NOTES_1 1. Provide an unobe•rueted floor space of not loom than M•X•18' on inaLde of do.sre. 2. Provide an unobatructad floor space of sufficient site to inscribe • cit 73e •lith a diameter net lone +h.n 60 iuc•laa with J 1 the roar not lis oacall rote than 12' in the specs. ' E F� L .4 � 3. Floors and r!.11s ui all winyl ow to be h«rd, •angle, non- f,• "Z J� 1�� r/\ L /� ( i P absorbent •urfsre paert winyl with 6• base roldin end calla � � Y 1 i `i (- L./ ,111 ---- have hard, smooth non-abeorhent ourdsces to minimum height of , ' �.. �• + r- Y.a." I �'I 1'-•• per code. � . '' f'• " 1. Toilet room doors to be undercut 1' and ventilated per code. • 1e � Toilet rocs wells to be VP Gyptd. - S. Lover edges of Lavatory 2'^-- from firtshed floor cleer. 24 -71- 7. � ar � 6. Mirror minimum 2' 6• high; min,mttm•3 A« above 'finished 11cor. r H I�..� �/• ` �� �+ � Z '/ � I- !'rI► L�- 7. Grab bar* t 1/2 D., mounted 1 1!2 from wall. Bern shell be ._ ` ' awi ���+++""• +�4•• 47s MKT capable of supporting p p ppariin 3E�m lbs. live" load without remanent .•`^p^•` deflection. o 6. Lavatory rim helgh- 331 - 3A• abov, .finlahrrd floor. `!. Lwvetory to have lever handle located no sore then 17' 'from edge bf lavatory. 1 EJB'rE: �i f'�C�L•1- I t 1�1F' 'T�C�f 10. Toilet room ion -- ,n De lntsgrally aritcnrd with toilet light. f„�- 1 •, tLE,QL)1 F:F_jj FO � 1UZIr - ..D' � 2� 11. Provide paper towel diepenwro area laceted 3'9• *am. above - t?lsT L�EC�ATF.•fi� -TElr�.E') y��.i �sl - :!nisfied .loon. t 1 N 12. Gypau■ bqurd applied to plumbing walls shell be voter I t , e� L. ____ _.. __-- — --•r rrririsnt. - ... ... - -.._ _ _._ _ _ 'I }' + 1 •� •� o q C+r 24"c�G. I�y Lc..� ► � - ; \J l_J � � I _ I I �r`1 E�Z �-�11 i R; �,=' ; <,r~ Tt > MFS,`" 4-2 ,.4 2 or I A �.. 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N L W C-4WIF OF I I i 2 5-14 I I I I 12•I a$• al-�� I I � [;• 1t�98 ' SCHOLLS FERRY RE"" 1 BUP 93.0347 E. 6 OF 6 ..... _w•.n+_...+r...._.__.w.._.. __w�.. ,•.- +.w..raw...s....,..,.�.raw._.�.�.w+�...wrwa...._. ` ` D r '�..�'y �. ,�. � .I', • �d"�;� �^ 4, �.'�,-*Q�� �T,+i �Y. !�' t. A IL, Y�r � K � }-�k. '.'R,a. �� � }' ,ni. `'t`' � Fr:'� �t'' .,� �' .i ., _ir _ t .r.lW S.. 1 !1^_.�� ,it''� yy,. !T t•.} b �� of 1 ,�i:,, �-.� y _. ��. ,.', �-�' � ',rY� .i;:-.- _ o .. t� :�✓'� {,� �,�:. "7A� �-� �l�t��.'. , ,:�., , 4 7;�t �h� k� .^l r �q� �'j {{ 5w .dile �. ,. ry � �' r '�i 'r i.. - ._.r 1 •ft'�j` t �� i Y i y "'�1 Xy. *�,,� f'' I ,.d- Jrt !. �, ,1 ' �.p. + !c' 4., bye�yp�;Y i A� 'a. �1�r., ��r '�ci Jt tLf ':y�:� �,'�' '�'•I�+)� 1•,'r'.:F._' �, �.•+ +R'� h(n :i4• '�, d,n .�' ., i.,.KC ��e:, _ 1;r ',qty •�" 'r1��,,..�,�, �., ,-�,. t.�, ����,-�����ir��Y.I., F� J�7, ���''kb y': �� 1" s. .t� ,a��,',, ��,�. r -i �'"'- � � �. r-�. �"' r � _ � - • •... .. .- _w_._ -. _�.....�•_wr•wrYr.. ......r... .y.�Y1�rMMw��._-..w-... . _.ar..M_m w -... m-P.. 'I�.�Ww..-r......... .. r.r-.M_+Mn.+rM�t♦r,►l-�wu..uM+v+Alr wvr MI+N A _ - LE THIS DOCUMENT IS NOTATION, ' i fi�� 1 1� 1� i I rP1�1�T �Tr1�T�T�fr �r11711,17 1�(�P111!I�l� f'��1r '��f� 1995LEGIBLE THAN THIN NO'L'A"PION, L_ �_—T�,,'L- - -- �j I I I 1 8 lU I 11. 1AUG!.. ST 29_ _ 1 , • I'r Is DUE 'i'o 'rIIL QUALITY or` --- No.39 o THE ORIGINAL, DOCUMENT. E 6Z SZ GZ 8Z 9Z ( Z E ---- Z--- l:Z _ �-- 6T -- RT �_-GTEi� ZT`TT---- T--- d � L — �— IIII�II� II IIIII I�� lilllll �L 111111 III I � I SII �II �I �III�IIII!.II!Llllllll�llllll I�I !1111 �IIII I! IIIIIII�IIII�IIIII �� l I �� T �1 Illl�lllllilli�lllllllll�llll 11111 Ilililullllllllll� 1►I I T����II ��II II IIIIrJIII 1 I �U111111ll1ll 111116 �Il�llllllll III IIII 1 t 1 OlSlGN ;.O1,U. OPEN WE MO t i Sari dear,ng PteSsu[e A. THE WF�, HE OPEN WEB W&UD JOISTS ARE 'U PROVIDE1W1NG5 ANC w !,SOU PAF 0 t,N r S ESI Lateral Pressure 61) 1a-tunds Cubic f,�ut equivalent fluid Pres�urF B• THE OESICN OF THE JOISTS I$ To HAVE THE STAMP OF AN LIVE LOAD - MAIN FL30R - 100 PS[ LICENSED ENGINEER IN THE STATE OF ORrGON. LIVE LOAD - MEZZANINE 60 PSF THE DRAWINGS SHAII REFLECT THE S` %S AND THE LOADS THE SPACING AND ARRANGEMENT OF THE TRUSSES REQUIRED r ROOF LIVE IUAD (SNOW) ?, PSI. TO MEET !PIE DESIGr( CRITE!tll,. SEISMIC 10K3 D. APFROVAL J! THE SHOP DRAWINGS SH.,LL BE REQUIRED PRIOR TO iABRI(A.ION. MIND • f10 MPH, EXPOSURE B %. AfPER APF'FGYAI BY THE ENGINEER, THEY ARE 10 BE SJBMiTTEU TO THE Cl'.1' Of TIGARD. u F, SHOP DRAWINGS ARE 10 SHOW HEARING DETAILS AND LITERAL BkACING REQ01REME.NTS. 1 SPECIAL INSPECTION-, MLTAI DECKING ' A. SPECIAL IHSPECIION S11All BE RT^QPJIREO FUR THE FOLLOWING: A. MEIAL 'UELXING SHALL t)E OF THE TYPE THAT 15 INCICA.TED ON CONCRETE, FOUNOA' ION BOLTS INS 1A1 LEC IN CCFICRI:TE (FOR THE ORAWIIGS. 4 HOLD DOWNS CNLY), REINF(JRCING STEEL 1N FOOTING: AMBO 8. METAL DECKING IS 10 BE CONNE�TED TO THF SUPP04TING 4 FOUNQATICh HALLS, AND WELDING. STRUCTURAL MEMBERS AT T?« 0 $ B. SPNAL 'INSPECT iON SHALL Of PE.RFORMLU BY CARI.SUN TEST C. All i�ELKING 15 lU PE CJN11N'JUU5 OVER 1W0 ON PORI. SPANS. r _ 1 NG OF T1GA'AD, UREP;ON, SIMPLE SPAN DECKING MUST BE SHORED. __ _._-_ �- '— ItWr�& �, ,5TT?A-P THE OWNER SHALL PAY FOR ALL SPECIAL INSPECTION. P�.�G.. - _ � i oN EXT t�UC W';)UD FRAMIhG Tod L 6, r.(i . - �-i �;, ,�IUV'�• r OF e�4/1. . A. Ail WOOD PRUDUCTS SUP'PLIEC' fO THE JOB SITE AND UT 11 iZEO f44 Gk 12• (^•L. ! �I -` _ IN THE BUL DING SHALL OF.Ak EITHER A GRADE STAMP OR MILL. + I ------------- LF',! lt+-PLACE :ONCRETE: IU(:NTIFICAIJON. ALL DIMEA$ION LUMBER SHALL Of EITHER HEN FIR OR DOUGLAS FIR LARCH. —".:TUM MOISTURE CONTENT ( Ft.KG. __,.y j ~?_X'� e ' k.�- a. GENERAL OF LUMBER 11S 10 BE 19 PERCENT QR LESS. ALT, DIMENSION ,pLLWBER IS 1U BE NUMBEk 2 AND BETTER. SIANJARD AND BETTER 1. CONCRETE: CONFORM TO AGRADED DIMENSIONAL LUMBER WILL NOT PE AN 4CCEPTABIE STM C94REAQy-NIXED CONCRETE'" Al1ERHATE. 2�IC �'GIfi� �_ �'� _` � �( i m ! USE CEMENT MEETING11STM C150 FIE(WIREMENIS. 1AT i. A''P'.'CAli LE CQQ - C't)N(•RJTE Cj1pUCTION SHA' L CONFORM 8. ALL WOOD IN CON TAC� WITH CGNCREIE SLAnS AND CONCRETE. WAILS ' _ TO ST ST Kk ENT EQtr ON �uF► Th': Af_IrBUIIL'�NG CODE SHAH 8E PRf SSURE REA1E0. 2,A& �+ Ito,C) (' ? E — �� \V �� i. 5n.. M N " .• REI.UI EMEN 5 FOR REINFORCED CONCRETE ACI 3161. ( 4�'-`"�/ 4 ZD i ._r �1�a�"X�" i 1 �,• y4 X t�,1(s tea-(•{�a�• ' J`+ -- �V d 14 N�fL. Rl �tvt,'F, r��5�1. : h 1,• lNS1A,L Wr'JU B+ DCKING TO RLCEIVtt MECHANICAL FASTENERS FOR _- ` 1 3. ETC. S ALL! Si RAP AND SLRS DOWELS REINFORCING BARS SUPPORT fr PLUMBING AND ELECTRICAL FIXTURES AND EQUIPMENT. kM s ETC. SHALL dC SET ANU 'SCCUELY FASTENED BEFORE CONI'RE1E ?.Xf�S te' IS POURED. r U. NAILING - NAIL IN ACCORD 'SCE WITH rURREN' U.B.C. TABLE_ 4. FORMS SHAH BE. SE+ STRAI`.;HT, 1RU1. 10 LINE, AND PROPERLr AND NAILING SCkEUUt.F; UNLESS NOTED OIHERWTSE. l `�E' L 3'lV 4" 4- --- 5`�C5"�C3', Ts • , PRAC•ED FOR CONCRETE POUR. _ Ic 7x c ! I rAx 1 2. THE MINIMUM REINFORCEMENT BAR LAP LENGTHS SHALL BE `.�. UNLESS OTHERWISE NOTED, MINIMUMCONL'RETE CGVERNGE FOP � A"' OL LOWS, UNLESS OTHERWISE SHOWN: REINFORCING BARS SHALL BE ONE EAR DIAMETER. x BUT NO � { T • 4 Cc K7 AND SMALLER BARS LESS THAN THE FOLLOWING: 30 BAR DIAMETERS 918 INCHES MIN.) FOOTING AND GRADE BEAMS: 3 (INCH) 1-�-- ►6 ANO Y9 (JARS CONCREJJTE CASTAGAINSTEAR111: _ ,� /(_ ! P�.� tr—� r `� 40 AR D11M!°TE.S 2 INCH - N I Fz�H f 1 1 � 1 � 1� • �, �(, -� 1 gg 1FORMED � i10 BAR• � 3 N N - N 1 ' 45 BAR DIAMETER i ,AGI `? ) { D V o ,�a I .E N1 tJ�ABAR UTAMFTER SLAB-C?(-GRADE; /� t. � ' �� = Il ` � WELDED WIRE FABRIC 3 INCH - NOT FORMED �i ? MGDULES 1 INCH - TOP BARS N WALLS' 1. AT SLAB OPENINGS ??" TO i - TH(SQUARE PROVIDE ? 05 BARS 4Ut"IBAR ON All FOUR SLOES 0` THE OPENING E#5EX 4' - 2 (INCH) - EXTERIOR FACE 4U BAR DIAF4EtER5 PAST OPENING. PROVIDE 1 /5 x 4' -O" 3!4 INCH - INTERIOR FACE _ wY LONG DIAGONAL BOTTOM BAR AT ALL FOUR CORNERS. IF CENTERED - BARS IN SINGLE CURTAIN Ib� IZ"c'"•G• ` " OPENINGS ARE. LARGER THAN 24 VERIFY CLOSURE ANGLE ✓, — — -SIZELAND REINFORCINr, WITH ENGINEER. B. FOUNDATION: - - _ CONCRETE STRENGTH - 3,000 PSI 1 23 DAYS S1RUCIURAL STEEL 1. FOOTING EXCAVATIONS SHALL BE CLEANED "F LOOSE SOILS. DRILLED PIER, FOOTING ARID/OR TIF BEAMS SMALL BE POURED A. riNERAL- INTO CR AGAINST SUBCR,AOE CONTAINING FRE" WATER. DEWATERING. If REQUIRED MUST PS CAREFUTA Y AND PROPFi;;Y DONE TO AVOID STRUCTURAL STEEL (EXCEPT TUBING) AND MISCELLANEOUS OISTURBIMG THE FUUNUAi;ON SOILS. --r—� STEEL SHALL BE ASTM A36, Fy - 36 V51. 2. CORTINVOUS FOOTINGS !IND LIE BEAMS MAY BE POUK O IN NLAT 11 " sTL_, � f 2. ;TRUCILIRAL STEEL TUBING SHALL BE ASTM A500, GRADE P., TRENCHES DIRECTLY A;AINS1 THE SOIL WITHOUT SIDEFURMS N "„I �Cg X 'h ' Fy - 46 KSI. IF SPECIAL PRECAUTION IS Tf KEN TC PREVENT EARTH SND DEBRIS yK 4 W(8?T lr x 4 FROM FALLING INFO AND/UR AGAINST TRENCHES. aLNKLLF1lf4 .�>".4R E V, air XI i G � 3 PIPES 10 BE ASTM A53, ;TRADE B, Fy - 35 KSI. C. 5i A$ ON-GRADE CONSTRUCTION: - --- Y' 4. DESIGN FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH "AISC SPECIFICATIONS FOR THE ?. CAST IN PIKE CONCRETE ON EXTERIOR SLABS ON GRADE TO � DESIGN FAHRKATION AND ERECTION OF STRUCTURAL HAVE AIR ENIRAINMENI OF 4Y 10 5X. r 1t` STEEL AOR BUILDINGS'. R, 111,v/---1--! r P L 4- N �: TU ` F-_ P WELD I G: � , ” T c CONCRETE REI'iFORCEMENT � � �G•�.1•-� � I%j"s ILpv f ;..!«: , 1" m11-C" 1. ALL WELDING IS O BE r,ONE BY CERTIFIED WELDERS. WELDERS NOT HAVING A CERTIFICATION OR WELDERS �\ WHO HAVE NOT BEEN CERTIFIED W;THIN THE LAST 2 YEARS A. RE;nrCkCING STEEL. SHALL NOT BE DEEMED TO BE CURRENTL" CERTIFIED. GRADE: 2. ALL WELDING ELECTRODES ARE TO BE E70XX UNLESS A. DEFORMED BARS: ASTM A615 GRADS 60 EXCEPT OTHERWISE APPROVED. 4I.DEU OR FIELD BENT REINFORCING SIEEL BARS PER ASTM A706, GRADE 60. 1/44 A-: . 1 '��1•= I ` _ - Ste_ IL 4 a A.5 /3rd DEAM (Top PSCT -o PA END \V LAX 18 , 11 1 r4i , 'l I I :' 'irk 1 _Z Z, �► � ._1`r�--�_y 7 �4:5T �� `r" _� -- - �` T L.. o L e1�� • � 11 _ter M ��,"'�.'-,.^•_'•'�--'r I• 11 r 11 ... 1• �► 1 /2► I '~v ' J ICA4-E- . ; r2, d I ` N , yG.6.L. I ,. 1 C t _� __ �/� L .G. ',� --•T,"I l'1/�J� r l�Jf'�lk"r�1�1ITC. ���r�� CA ed JL,#As". OF 5r x r, w, sell T,ds. SCNCLLS FERRY RD.,1230 gUF 93.0347 f' 7OFg ED -� T TT�-- 1 � T C 1 Z�I iT 1 ', nn , • F IF THIS DOCUMENT IS HESS r1 I PP1 1 I T I T1 I ,��� . ,:j95',3 4 ' ' I 6 g , ' 4 10 I 11, ` 1. AUGUST LEGIBLE TIIA,� THIS NOTATION, 771-- ---__�r �- -, -_ _ IT IS DUE TO THE QUALITY OF T No.3e TILE ORIGINAL DOCUMENT. 1rJ1161 8ZLL9T 9t tit �! £I I Zi Tt T f3 L�9 9 £ I ZUN IIIIII IIIIIIIIIIIIIIIIIIi IIIIIIII IIIIIIJII IIli�llll Illl�llillllil�llil Illl�llll II IIIIII I I a � ' �� Illllllllllllllll I ill IIA IIIIIIIII 1111�I�1IW111111ll111J Illllll l�lll uI�ullijJl►�►II► III►�u► .I�ulllliu�ul+luu�uu.lul�lul ILII I i Y w I (Tyr!) �►. rrC ,�yyr\t* 31 s ri 3!'s. r .f- c+* -�3t.•�'t� wr�A - --•co#rwl TY t.ir-11E i'0 _lye fr d,•Tovo-r' A--VlaF 5twr '1C?4ry oftNE FiAI_ .NC31 fx-S MwO=7 py mazo. c(.9►jr�. I. GENERAL. i , w �• • a le _f?VVN_L�irQ'=z:-s" +• � f 1 i A. VERIFY ALL EXISTING COADITIONS AT SITE, INCLUDING GRADES. UTILITIES, ETC. H. PRIME ALL. FLOOR DRAIN WRAPS. PRIMER LINES ARE NOT SHOWN ON DRAWINGS. 1+ LLv. dx qL w C- INSTALL CLEAN OUTS AS SPECIFIED, AS SHOWN, AND A5 ��• ����� _ REQUIRED BY CODE. -- -- - - �.D• "' . PLUMBING CONTRACTOR :;HALL PROVIDE ALL LABOR AND MATEI.IAL ���*�� _ ��QVr✓ ' NECESSARY 1'OR A COMPLETE INSiALLtTION OF SUPPLY LIVES, DRAIN �M LINES, F1X'fUHE5 AND SAND TRAP - GREASE TRAP AND SUMP FPUMPrHOU,S*• S Trep., •. � E w-WVY71T/�, ASSEMBLIES. INCLUDE ALL. NECESSARY PERMITS. D. ARRANGE AND PAY FOR ALL UTILITY SERVICES INCLUDING WATER, GAS, SANITARY AND STORM DRAINS ( IF AVAILABLE) ; INCLUDING "ECESSARY METERS, VAULTS, AND VALVING, `- 4. THE CONTWACTOR SHALL, AT HIS OWN EXPENSE, REMOVE ANY DVBNIS FROM THE JOB SITE WHICH IS THE_ RESULT OF HIS WORK. JOB SITE: SHALL BE KEPT CLEAN AT ALL TIMES SO AS OT TO INTERFERE WITH Amom] Ip THE WORK OF OTHER TRADES. TRAP PIPINQ. DETAIL 5. ALL WORK SHALL. CONFORM TO APPLICABLE CODES. THIS CONTRACTOR ©� SHALL OPTAIN ALL HEOUIRED INSPECTIONS OF HIS WORK. 1 _ > O 6. WORK SHALL. BE PERFORMED 1N A NEAT AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER OR HIS REPRESENTATIVE: AND SHALL BE GUARANTEED FOR A PERiUD OF ONE YEAR FROM DATE OF OCCUPANCY. a A 7. THE CONTRACTOR SHALL MAKE FINAL CCINNECTION TO ANY EGUIPMEHT SUFPLIED BY OWNER OR OTHER CONTRACTURE- A5 REQUIRED TO COMPLETE ALL MECHANICAL SYSTEMS. B. SAND AND GREASE TRAPS AND SUMP HOUSING SHALL BE PRE-CAL�T CONCRETE. I 1 y • 9. SUMP PUMP SHALL HE PACO 502 SUBMERSIBLE, NON-CLOG, 3/4 H. P : 25GPM AT 20 PSI DISCHARGE HEAD: 23iDV, 10 (VERIFY WITH SITE) PROVIDE WITH GATE VALVE AND CHECK VALE IN DISCHARGE. OR AIR OPERATED PUMP OI' £6UA1. CAPACITY. �I • C C !iPE IFICA—TI I WS I PRINKING EOl1NTAIN ( I W I ' ! •ELKAY• MODEL EDF'P .14-0, PUSH BAR CONTROL NON-REFRIGERATED -- 1 , II 1 � • WALL_ HUNG. ( -- ---- - WATER_C91SET - WC t I � 1 'AMERICAN STANDARD' ELONGATED WATER SAVER - MODEL. 2109. ?95 I ' (WHITE) f + 295 OLSUN,TE WHITE SEAT I 0%7R1912 - DR SUPPLY I �-___— ---- --...- --- ___ - -- - -----_�_ .�..� �..���.�.�_�....__��._'_-.:=_..�_.._.�.�_:'i.. I` 1 �-(Las . ' �;��..-o a•,� �„,A'7� CJ"J 1 a7 E. L. MUSTEE MODEL 1QL 21 -7/e' K 13-3/4'. I *AMERICAN S'I'ANDARC' HERITAGE CON'TERcET LAVATORY FAUCET MODEL � 7516. 174. L AVATORY L i I c 'A`IERICAN STANDARD' YANETTE LAVA.TORY MODEL 3003. 605 lM'HITE1. 'ArIERICAN STANDARD' HERITAGE CONTERSET LAVATORY FAUCET MODEL 7516. 174. I• .. � WATER _HEATER 'A. O. SMITH• 50 GALLON MODEL SELJ--50 (ELECTRIC) OR AMERICAN 'MORE-FLOW' F.XR - 66D (ELIuG?RIC). HO It BIBSS - FROSTPROOF L_ 1 _ •wOODFORD• FROSTPROOF MALL FAUCET MODEL I14P (6 INCH THICK WALL). If BBS B HO.,E 1 ~1,�•r •, -lli1% • -�_ I 4 CHICAGO NO. 29C WITH E27 VACUUM BREAKER. _ - ---- --•=• . �/�-- �-' - 'u' 7 r} r S... c�k:•,�\,,, I � 1't3 S I►o•1 k.. rLr� � ` ``� r" L_ 44 3 I ► � a --- �' r:. r RUSSCL 1t L. tEaC MA 111 r— LF,) e" r— H 7 =' 1._. � ���� �� .41 _ I I k SCHOLLS FERRY RD., 12398 BUP 93-0347 8OF8 u t 1�,.bbAb1 �r� Tr rT r t1 i i T 1 - , - 1 I 1 ' IF THIS DOCUMENT IS LESS '1��r1 '��' . Tn �T T I 1 I r ' I I 1995 1 z 4TT I __ 5 6 ���1 I 12 AUGUST 9t LEGIBi,E THAN THIS NOTATION, 8 1 IT In .�iJE 10 THE QUALITY OF f1 1`11 11 EEI I VI6II Z1I 11111811 — — � - — I INo.36THE ORIGINAL DOCUMEN,;'. Z � Z16lll�ilill�II IIlei ZIIIIIIILIZIIIIII9vI�IIIIIIZIII� �TI��T 7111111 l911I � IIIiI IIIINIl _.9 r I.