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THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. bE 6Z 9Z LZ 92 SZ bZ EZ ZZ IZ OZ 61 81 LI 91 51 bl EI ZI II 011 6 9 L 9 S t' rIlI1lIIlu111uu1unl11nlunluullnllll1111111I111111111IIII111111III1lIIIIIIIIIIIIII111111IlIIlIIIIIIIIIIIlIIIIII�IIIIIIIIiIIIIIIiIIIIIIIIIIIJI!IIIIIIIIIL�IIIIIIIIIIIIIIIIIIIIiIIILIIIIIIIIIIIIII!IIIII�IiIIIIiIIIlll1�1W�1111�11111WI�lIIIIIIllIll1111111IIllllllllllflflllllltlllllllllllUlllll MAY 18 1990 ''� r ; '!\h l✓q' I,�+R.. ! �1� .` r.-r s. ,` 4. , i'Y/,� \o.�T�"� Y ,�I Y•A ,A'11'. R iJ 'Y.: I� .. v I r : r -.r.;i . .:. : ;' •,.. .: ,.,� v . , ti ,v', .♦ �'••� p. r ',�' .•r a:.. q•. . 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'�p5 ff• r r k 1. -4 u, r 1'4 { :,r s , , L %U; .•S.r t ! •a •,Ah _ "f fr ,•;« '.i :J"• r ♦' a t i .. ,y •r � W t , W n 4 V- rti• ..r �1t J aJy j p '.rfiw r.X 4.E �E`1wfY 1-�'�•�1�., ;i'n+"r+. .',e!c t r,CrR r t Y .At . T '?�' •rr. r .! A•.'. r l 1`r Y yT I. 5i• { r�'1.. pli,,•4 •rµ 1 •�11 .+ • , i' ` F Y4. r . i r r T Y. $N i 5 IY y 'Xr 31 .. 4 iE 1 II V l_AV ' 10 /20�.?8 207.7 20411 20 6,7 1-05, . / 2.05,0 DEEP 5WALE IN LANDSCAPED A96t #- 8 - ------_ _ P1ATCA EA15T, -- - _ --= 42 WIDE 5LOT FIN. FLR• ELEV. 2M.00X05 &INAGE 0-c. FOR e 2U1'o 4L 20454 ZU4204.3 2.04.3 1U4.0 I / 203,0 I FIN. FUR. � EL..E�/. I 206 92 SANDING \ C-�R.ADE �T'Nla r -' - AREA - MOOTN t`.. IMPROVG-p 2 TO WATIJ L_RAAQEA W Q I Zorn 4 SLOPE 'J N = I I _1 W C ' - 204,49 215.7 I Lo5_� 20 Zu4.cj _ 104,4 L04. 3 �U�, 3 20 2Z. W t�( r f N - �IVIpER ( '..STRIP I 2 'SLOPC i.�.5 I g,t WIpE SLOT MATCH � NDING 4S I1� [LIRE W O Q 2 � Z � Q Q m N JAS.5 :Zb3,0D 20 99 ZG t.S 200,z. -Zoo.I U 0 X. ell 206.0 2-04- F L. / l� I - L. AS PNALT FLOW 204 / as I MATO 4 EXISTIN6 L I E F 202 I 2.OZ.0 •2 / 199.9 19, 5 199.0 • �( ./ _ 205 Z Zo 4 2.03 - r 2o3.5 9 ,• _ O z LU U_ . • . 9. 198. 5 v � (L d � 3 E-- �'S� GRADIKIG PLAK-1GRADING NOTESt molition & Tree Removal SCALE I ' = 10 1 -- -.-.-- _ -. ---'------'-------- ------- _ _ -_--------- ____..----- .---_ ._..__-----..._.... li I Spec a note b�aken during the demolition of the exist• r ; buildings and trees so ar to locate all under round items, e.g. , pipe. Q III 5il conduit, storage tanks, septic an s, cesspoo .s o g lines, water wells, irrigation pipe, etc. Any septic tank found shall be 2 N O GENERAL. NOTES NOTE . Z removed from the site. Any seepage pit or cesspool found shall be pumpind dry and filled with clean sand. The top and sides shall be 111110. Q ` broken and removed if they are within five (5) feet of finished grade. 0J J A I. AL� WORK SHALL- BE IN AC.CC�Ri�AI�c:.E �„�. ELEV. 210.OSa1 _ . s WILOCAL_ CODL5 f REQVIRE,MENT5 or =� The water well shall be cut off and capped, five ( 5 ) feet below a LOCM_ 4•'C�NCIEra I-IAVINCv JUWK�pICTk BKA�'� CAF N.E. GOR• GGk•IC• F�bRC�-� TI6ARp Abs finished grade. Any metal pipe with a di,a,,;ter• greater than one (1 ) WER T141,5PORTION OF Wim. PURI-•IC. 'FiCAOUL AT W-W- C-OR• OF TWE INTER- j II° __ inch shall be excavated and cleared from the site. Any vitrified clay 0 gECTiON PACAFIC 1 WY' AND 5.W. GARRETT 5T. a F leaching lines may be brc iten in place. Any tree that has to be re- � 0 W 2. SCARIFY COMPACT ALL SUBC�RAC7E moved due to the construction, should be completely removed and the �+ pWC)K TO PLAC•_EMENT OF FILL, -- - cavity backfilled as described in the trading Section. Any root with � 0 ' a diameter greater than one (1 ) inch shall be excavated and cleared �' �. ALL FILL � *LL �E tnM�'ACTED IN N 0 g�� from the site or mulched for future landscaping use. All cavities ' �AcE IN LAYFR15 NOT* TO EXCEED ONWEFZ` shall be cut in a 'IV" shspe so that compaction equipment will not a) Q Z F2EMI N. bridge g fowTHICK, TO A hrIINIM'JI'`� I�ATtVE ire during �,radi n conr)ucted in the manner noted below. I tie re- DENSITY /;?F a � MIDAS 12,,F-ALTY CORP commended that the demolition be s ipervised so as to prevent debris W J J �o. CU I R PL A I from remaining on or being burrei:. orX cite. M `' !A.PMAt�I AVE_ * 70211A IJ 4-� I_ f-� - ►_E CSE ND FLJL_LERT'rJ�l , CALIF. 41 CradinEt 3, = 1 -0 a a ?Iq-- 870� 4-I 1 � Prior to the controlled grading operations, the conestruction area � r should be stripped of a.'l the Vegetation that Is present and cleared 0 F=i- LOW LINE of all the demolition debris. The vegetation and other strippings :should be removed from she site. Moderate grading is anticipated in � N SIN FII`I GRADE PLANTER � I ll the development of thito site. It is recommended thatall surfaces that Q IVC-)T • a `� 10 are loose that will ruhport asphalt concrete avin and all surfaces f•�� „__-•-- FIN �aQA[.►� is D g� (,�that will receive fill or backfill, be scarified to a depth of eight (UCToP' of A/G o� coNc- 503•c�•3-5�1-�1' EXT. ��rol �10 PORTLAND ISE�IERAL ELECTRIC - a � C ! Kw�M 4 (8 ) inches.•, watered or dried to near Optimum Moisture Content and x15 TI N GRADE NJORTN W E5T NATURAL GA-cz �3-2a.lo � I a ep � , � �arl" ��� late*.If � recornpacted to a minimum of ninety (90 �Dereant con Where N I CITY OF TI&ARD ('SEWER) 503-ro'594171 ,� fill or backfill is required,it should be plane m n ai rnax"Imum of six � N V GNERAL TE`EPINONE 503-G84-CO50 -- (6) inch loose layers and each layer compacted at near Optimum Moisture NOT E 5 TIUARD WATER D15T. 50'3-(039-1554- II bogw*44 TdOR L•46• Content to at least ninet 0 t coma o Clean on _� to (. E-X►STIMG GµADCS NAvE �EEtl,I TAk.EN 8 soils may be utilizes's material. imported ill soil should be Frit PL pREPA12,E 17 RIC-PARD W. ' �►•��►• Q Zp predominately grlandular and non-expanAive, and bessapable of 'delty- M(?fVTC7ERY L-AND %Ik'�✓GYORJ eloping the bearing strength required for the project. 2- SEE SHEET' G-1 FOR pf&14Ne 5F r=CIF- Compaction Strrndardl A.S. T.M. D 1 57 70, modified to three � ' I � ._ � IJ RE) r w A L �- Comtilayers in lieu of five layers. (�, 341 i ®MEET NO_ l h(IIIIFI111� �III11111IiI11II111111111III11111I11111III1I111I1I111I1IIIIlIl11��1I111IlIIIIIII�I1111111I11111I1I1111111I11!�IIIIIIIIIII111111111111111111IIIIIIIA111111IIIIIIIIIIIIIIIIIII11111 r NOTE: IF THIS MICROFILMED I ___ 2 3 4 5 6 7 8 9 h0 11 12 DRAWING IS LESS CLEAR THAN - "'""' ----- - -----r, THIS NOTICE, IT IS DUE TO . THE QUALITY OF THE ORIGINAL DRAWING. -------- of sz ez cz 9? sz ea Ea za 17, oz of of c1 91 q1 b1 c z1 11 01 6 9 c 9 s t, e z I ,.1.,» {tIIIIIII�InIuulunluulnnllu�lUI411IlIII111I11111tIIlIII1111111I1N1111.14IIIIIIIIII�IIIIIIII1IUUlI)UlnulU!!IIIlIIIIIIIIIIIIIIIIILIIII)IIIIIIIIjUI!IIIIIII4t4IIIIIIIIUIIIIlII111IIIIlIIIIIIIlll�1111IIIll�llhll�lWllll;Wl1llf11111�111�I1d1IIl11lillllllllllllliNlIIIUIIIIUI1111 4 MAY 181 " ;Il a'•1... _.. ._.r..�.......... .. .-,........ .r•w«. ........._ .... .. , 1 '�•r.,...�. ..r:« ;.. - ♦ •� "a,,, r M'9 'J'..i..., "n',,. ".! rtf•+ .r,�,_.. .. n.. by 'i••o,*, "' '1M. ''.�'"+,w•1►. •w,Nn.... .... .. .. ..r. - - - { _ J J � r .d y� • ;� �,r i r •SI i �•� , ..,:� ; : .,� r j i'�f, .:,'h''f' 1 ,. };`; I e �. E- ,�\ :Y � �. '�. ..�......•..,....h-_... .._.,�,w.�... .. ..... -.a«, _. _..... - ......_� .,,�,►-�•.•.y'.-. - _ flow 00 Nis , JT ,ltr �.- .'Sad.�{ {Y�j ' lr•.', ,�`? wf - •t' �.' {rx' ,, • l .�• .+ ,. ` r �. ,r r...l..w.•.•� • / 1 L _ ,,�•�'.. ... I�'" yp i. 1 - ,t , rl 1 '� y _ _ �E •.��.. i«... Z� , ,+�i•! .., b � - •,fit. Fj t, r ra !4:� '�k•� � �. ,� .. M ,, r• � 1 � • ' t• '�M+ r � i (�, t � .I 1 • •r .+ fir+ r>�Jt{. � '�l ►� }: ,. - .73 20 A vfrdtr r4 Tv `''ter .�+ a* ,. ,' :- �4,, aoof �i _ ip . t , C• '1 �y wv4k SfOfeye I � ' 14 _ 43'x' 61 b„ .s ri dos Ship• -��--- 5 6 to a r ` 'Ire �^ t ' �, ha K base (D o e � � t �.� 0 1 Ab N � i - - Iii•IYI •�YP�.rs,rf�'. ..� 1.L •-�. .•�•...+•ww.. ..«� - �r�-�—�`-+ ..�..�•.r1f _ ..�.`.�'...r..o'!'• ., „�,/ti.,,r,o/•'l,.ur,,...�'�•wr.. rI �. p,. .�. •n,,../r.• -.,� F/ BLOT PLAN _ 1 Q R WING E X /� A T 0 r •,L. �- .D ..R I P T O t� A N D R L B R E/� K D O W N S Q F 0 SHEET-1 KOT PLAN TOTAL AREA F SITE 21c)66.79����� h��y' � P��t o �? �ti,c w�sf���y /i�r� �{ �' 0 2 , Ub. SCS FT. 10000 i1 *: '',,� cR 36; 701 ,Akdvi11E eddr�ion �� rc;war 5114 s��f� �� 2 • LANDSCAPE DEVELOPED AREA 191 60.29 ,� � 99. 09 r e. 1. 'wesf � � . t'�, � tutl/� a0,ette yYlG�idias� !� ' - k�as c'ovrf vre 5'aQc/ a1+'f DPS►1 .�, 0v 11 3 IRRIGATION BUILDING " 36Z5100 1 ,07 -,_�Ic �rvf -/� �c_xt Ief-! �'r o LANDSCAPE' .� 70819.00 " 40,05 -rJli a ' / ��•�r, Z i 7��r ,/ ` X L. e J j �I/ W hell / ,� w O / � I '• OPo _ • , 'op ° .. ' " v� c� OWNER MIDAS REALTY. Pik- 714-870 0411 9 4 , 1 . ; t �"a 1 ; ,9 ' ARCHITECT 'DWARD LIN DSKO�,. PH -213- Uc)'T 7 04 .: I�SCApt fi • 1 LANDSCAPE ARCHITECT PAUL G HERSHEY. PHNo. 324 - 714 ��2 X725 al • ..i ',yy�� _ ', '' � ' " t;,■311 ' 1` •tet �. �. , 1 ', t. '��1 701..,y�• •.i,7b .w + r• ` - { ',�:{'r62.jr�,r yti SITE . � ,+ �J OWNER Y y , t,. • '.• f ,. .. r n. :� 'tom • y.. �;.ti M , A� . Y. k t ..VI CCASBEALTYC ' T r� r �• l jj ' ry k ,, 'i' J • { ' y �l f ' , .'. 1 '•'� , ' ! � -PA C I C I-� I H W AY' 2�,/ R 1 R �. P .' ., • 1!�AR 7 1 .. ,' � �� C• ►�� J+ L L • SCA +„ (,' .,h•;. k 1, 'q: • y -,., , .J 1..1-1 ., ' 1 ' ?,'' • �' �' { vi f i' R''•1• �j�l,'�, cif /� �� � ',�, � ,. � r, s , � _ " � 4 ,t,�a ` y ` A., t.t ;7 , fir' ..4� i'ti, ,Y'• �t. t. T r PHO,.. E '� 14.. �+ 648 1 }6 W'�d, y7 r r. (�r�'r.IM"�i �� �y�yt.l•�'+7.�i`� f � .r *',,•,'1y1��� lft�t � -�..... ��-� r {J, .+r• � '+ r. y��l'p ,. R,.�1+..tr{ f.."jY ,� �f' +" •'( y.v� .. 1 ` 't' . . 1 , t ? ,� �r . ,rM d 'A R'. � h rr• •,rr ah .i ' I: , 1 1 1�;1' _ ••1 d., ♦: �• "�. 4C T1 (,•�,- ` .'}{"k, _ - • T y .1 � K;. M r v' r r ,• I' 1 Y' r t t h' v .� t, 1. r e •ti { I' l S' `C r- L t .l , � .. ia1lW:W?H•�t,�1iMR1ilr41i+1111�4�"fiW"`I �.•!«F ..: .. ,�•. r I���t� 111 11 111 111 � Itl Itl I!I Iii ISI 111 III Ill ISI 1�1 I�1 111 1�1 ISI ISI 111 111 111 111'I�) ISI ISI 111 111 ISI ISI 111 Ili �I� �I� �I� �I� 1�1 �11 Ili 111 IAII 111 111 111 111 '� � � NOTE: IF THIS MICROFILMED i� _,�.? 3 4 J 6 7 8 9 12 DRAWING IS LESS CLEAR THAN i--- THIS NOTICE, I1' IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. OC 62 62 LZ 9? 92 b2 C? 22 IZ OZ 61 91 LI 91 51 b, CI 21 ° 1 01 6 9 L 9 5 b E 1 o{■ift n1111u11n111I11111�11�III�IIlIIn1i11n1ILUIII111I11tII1111IUl1IIIIII1111II1UI111tj111111u1IlIlllullli111I1111�11�11111IIIIlIIILtII�tIII111I�INI1111,X11!Ir1uIIn1111nIuu�nl�lulluttlnnlltl�lUthtll�Ittllllllilu�111�W.llllll�lllllllll�11111uuLlu��lllllllllu�n►Iltwhnl MAY Ilk 18 ' 1990 ..-r.+n..-.. ...r.�_.�M�►,. .,Y•_,....r ..y,w.:a..YIYW_- 1Y,�.-..•.._..r. .....__ � � ` ' 'W. .r•a.�.r. _.. «mow .f .,.. _. qy..•.,, � v1+ •M n1 ► �. •. r•.. rK M ,.-.► .. 1, n , ., .l.'.• , ";, !I 'r. "l� •, '•_ �.� '', !'.41'x•' "qM+r' r' •w ..l..tfcq�MViKI�s+.w•...� .r►��•+►'�.•...... �... .,.•.,.•rv.y....,....w.• y.».. r,. .•►t.� rr•.<••..., ak+• ag .� : �• � ' ,nr.W.rr{�rf.+wy-•-. .. .t »,,,_,,,... _.,,.. ....,�Iw�.•�,ry .w>.,�..sr«.»«......... ...�....,, «...�....�„r;,r; ,,,.,. r 197 3 -- �j ka 1. 1 ho -0 VT1► �� Q.a' �►'�•0 77- 6t',rj, ' t • S fd k a on— "''`,, Q4 I .1 ° I 4 6,*ea I " II I �SAh zl t o ✓Qf' ( ! GIS koC j'{ 6 a s''° • G, '"Low 1 ' c_- 10 1 X /' 'M al 7`7 CL 0 X iPo- 1104 OV e 9' 4/k4% w# �.-alvl cl Ani t avie iv I ll . J - ,Z loo�� Wer /�y v b a// 7' 8' � CQv�� i yt�r�'/o c-/ /o c/o 6 8c Yale af6 a - 3 .� Phoc/o deA> dAU Ll o(4/o dey��-C y'! ball :31 .3 ,4 an/I • ' � �" . � 8 ,Soti us � G�Glr a d�/O� �� ��ov`rl�a �� � 5�1. �5�a� '� �/y�E'�"/Cry y' 1 t!/yC' y11� f+-1 �l7Gr�p�Cr�U/�'�d�>rJ'f/B D-�• 0 rare 5 t`e'al Cl 41, 41 qzz 0101j � ,• �/N� i�r P icy � �c �•>. , Dv iia f rDe��c���.�� oh,�� a � • - ,. bail ivl�k r�re stere cleo v, a// vo>7 �l Yt. _ p7Peal `&e G C��� l!/c�e� S "�"'!�f'/ S kCI �"uees I �� r��i r, ,,. ,Cv� 7A r v /a p �, -�►-���Yr' <3 fa��/� ���k�u/r��' c�P f sig s� �n ��=>� So Ad,Lom e_c ,1 ' • Se�i•c fo by/Q/ r; . :. 3• D! lew �=� >� " hod / 3, �ti ' c�Pai �•',� a � eaC 6arr� lslaf�r /� a ' �U -/asp 3T/ T VP S'a�++ � yr>o' �L1 S ?��s� 5ui/ /N 1��iF � � �r / �NU5CgPE 1 y �a, � 1�'�o A- bcw/ a mac./ 3 a Sf , 4r✓o e ( S 4uiu/c. . 4' r f' -ripIt r /a -r ho S;Oa le/w ,�.// ?�,l y� !�-�i-4i.l►7/v�• f: o ov% ' No. ala / p ,1 f �, '•' t C��'?Gl / �J4p �L°=y�r��,/ /3�j c�Yr G� ��+��1 /�"N/ A. T� �Jl — SI/we••ur• • 1 J 50 . 1 r •x', , -SITE OWNER y. �• •'.,' •.b',J .� I ,V• ".. \ 1 ' 1 r„' {. r s`. ... «_.. __ • y� r -.�' i'e}"- `}}I. ,.� MIDASBEALTY C R T � l l � S . W . PACJFJ� ' H __p 2 RSIDE PLAZ IHAYRIVF u est"c 5 QAB..1)„_a,a:-�\A'...R E �O� � "w; Li,l����./ I i..,, SCALE HON P 8, 9 00 ' ,•fir .. ' 1 t r.o '1 ! �.C1 .a r•, '7 r 1- �. ,�1 •, lo. lo. Jt ,..r : 1 ma 1 � ._ �1111�11�11�1'�IIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIII�IIIIIII�II��III�IIIIIIIIII�III�III�I�II�IIIIIIIIIIII�IIIIIIIIIIIII�I�I�I�IIIII�I�III�IIIIIII�III�IIIIIII�III!I�I11�11111�1� � 8 IIO I I 12 NOTE: IF THIS MICROFILMED ►1.... �,s,r9®, DRAWING IS LESS CLEAR THAN —--- ----------- THIS ._—THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ -- OE 6? 92 LZ 92 SZ bZ C2 ZZ IZ 0? 61 « 81 LI 91 51 bl EI ZI II 01 6 ` 9 L ,.-.-I9-- IS--.-' b EI-- Z 131OL" ' }1111 nuIlnll unInIIIIII11nn1 nnlNn�e11111111I111111111I111111111I1111IIlUIIIIILtI!IIIIIIIIIIIIIIULLiIlI1111111�IIIIIIIIIIIIIIll11111I111II)IIIIIlithiI�IIIIII1111IIIIIIIIIIIIIIdlillIIIIIIIIIIIIIIIIIllIlllllW1111u1lulllWlill111111111lli1111111U�IIIllilll111l1111II IIIIIIIUIIlWIl111 MAY 18 1990 � . I r IR TO c'v0.b 77 I LATEIUII. LOW v LIM FITTNG s.T. (s) .Sac Ar Irk Pt eky /pr ° 1 !/v thl eky _S� I } PVC SCM 4OSTIMEET ELAOw I /' I , GALV STEEL STREET ELBOW MAS! STREET ELIBOW 1 f _ 11 3MMMER HEAD 1 MALE AOASER 1 M Gs� - J`?.�F� —--��— S./L/� C7�V�•�f.1I" �7UvJ��''�l'/�°� C�\ � ITRQT ELBOW TOP Y,Ew POSITION Of HEAD INITIAL INSTALLATION / I POSJION OF MEAD AFTER �, •� � S• � % L0IMERN6 CUM,F TC FINISH (MADE ' \ �i „��_f� II 1 �• \ h C J N. _ 211 hS�'na� t vvc, ' ° G �-Oc K b a l NP(L) ��'i✓RGU.c� M PVC SCH BD NIPPLE GALV STEEL NIPPLE BRASS POPPLE LINE FITTING GALV STEEL ELBOW • I � I I I PVC SCH 10 ELBOW LATCRAL. LINE BRASS ELBOW ---- _ I � vJ � I • PVC SCM STREET ELBOW FLEX-RISER BRASS STREET ELBOW HALE ADAPTOR B STREET ELBOW I GALV STEEL STREET ELBOW 1 I �, 7 �• Phi O TYPICA,. LAWN HEAD (ROTOR) ASSEMBLY I USING FLEX-RISER Fir =4 wit Ll hell �ti/vf1 Garr ✓a,, G•�r;v >�/ /eim/ /�,/// � �/��� ��----- �;�,, IY!�i� /'� �'/ ;yi-;"., �iii/ ,/'%,;✓'" �J'11 y1! • ���a:-u J/V f i �'%P;'' AJC /S/0.3 �'C�' (�ifr �c�!✓P _� - r { v lv e 0 �' v '�- 3 �_� � ' •,�I `Io � � b ;�� ' , / ; u �?'I�7�a �;,�_'� �r�` , ✓�a�;, � �' vlva� i,� vS��J c It nisf�/6v���. � a►;�i�r•. ��;`; _-. /���/y�,;�• �a�3 �� Flo /6 �, � a �� , / G��ve�� • IZ.l ,... � j14 �C 3� ' // )> _S '���/C�] C�H� C�c�hr, Y/��� :j, L��icl�� fP [.�i � � �i��� ���cp� ✓a/� /��,� I,l /c'c fir. ` <_�vii7//"�/ !/�3./vc # !?S- k - CP- f'R$ .� 1I h��i 7'!�p - q t �s 4& f �' / " �v -6/e ✓a/v�� G�-;~ �a �le i'"L; j c b ,� i,( /: �P, , f f} ,�- {,� SS / *I. s�s: J /S / 'f °% '., 7�!c� D'4 /S )"&r/ 01)X `, ' 00,/j/ ��; , bi;J;1 a,/ I- 000j/Y✓ h lC'C h/' (�✓ Z �/"�!%N'`' D ' > 1 — 71c��'' 7'►'1c'y// �i9 �C71`r,�i;,� '✓�r!ca�Pl, �)/�tJ� •,. : ;� , ./ � L ,y � 47�' 1'C�,A ,��/S'f'�)s�. ,• I G•37�F r a I yrr!3, k// 1 �(//U c� C-�G' �> : ' ,/' ; 4 F C • r , r � r ; L•rc� ,i" �r7� , y / (.r _ f�' �1c" F s' f'' .j f r I_I%r/� /Uy/ F i+ + ---- �J c_ � � �1.1� J�'P d•" - � �- d�� c ��-.� , iii �i �-�► �ti p `��` s, J /Ji DSc N - A ski�,y /S r'�°/ pv N�i c,�C` �ti o i FS,Jur P 1/�� �' �� f U !�` $cjf g'c, ���� sy '9L �� L b �r `�` P No. 324 P. rI L „�C� �� �1/ r/ / SIS U�l�1.c,1 r�yf r l / �% ? , / /� S !>�/% ���) y�f ,S"NA* ?`�� a/ ��4U !�,O'`w: J G��✓'°/ /�l� �� g a E' 7` .S�'1 9 i- l�! ,`// , r cF �o y,Ir�va c j� !•[i.7'l.�' (2/P a��j+� PV I/ 1`"u u cv 7� -U v r Lf , fv low f d J` ?•�C ✓ %�L�o, r u/ ,J / -� / Sixnetur 2 ����f �d I��i� �yt r�FS ' )'/C� C.lhivl (�v �>s �;:+ +r I( �/'rrs fc/: �`-' �'`u bC� �/ f/, �• (�/e S s' 1 DO. l N �. * 7._ — .� ,i�r� l' N y l 11 r� N�' t!�' b d � '� /?%/' � �vl �! /7� +9 yJ f� : ' � '���� �' 6 C�a�•f u 7'✓ / �%v ti '�/ f' r Ili �cibL�1�F' l��, / � L oat. 4' 4 , /_ip� -� ' F �jU `r / ! �v C. C,l F '** /3� (4 P , '� ,1 P. y �- y r S��>H • Cs�F �r 7�///`i'/'ri�/�t/ ,T ys�n,. �,�y> v/)�°�,� -- _�`-� -- � ITE OWNER R E A LTY coRpor� A_ T .,, S PA I F '" C RT(3 H WAY 222 _ . — _ _- _. ._ .- PAUL G. HERSHEY 8 ASSMLATE: T �GRI OREGON �. ET or. by _ __.__..__._._ _..._._. _ .____ LL - I I� ,j, �� L � S62 WEST 18th STREET D111111111111 . I -- _--. --.__-- -•.-_.._. .... - UPLAND, CALIFORNIA PHONE -� � — �� L4 `" L Landscape Architects �' � .—...+�...— -.`.. _..�_ _�.._.._ __..—..... .._. _.....-_.�._«.._....__—+.s_.._.. ....w. ...... .. -.__.I�....w..r.... . _._.....s...+_.�.. ...ww..w .+..a.1�..+•_}...«�r..., ...1. r..rr.u+....r...w.r..w...... .....r.. ....w..__...._....r.+.r/Wr.�._.. -_..._..__.. _ .._........�..... _......•_r......_ .....__.._....� « . MARK REVISIONS A"* DATE "may - Z w ,.. .{ . 1 1 1 I M IA,1 III I I L I I III I I III I I III I i III 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 III 1 1 wom ��� -:*,41%..; ,.I 1 Ill III Ili ( 1 1 1 '�A 1 1 I I I 1 1 1 I I I I I I I I I III III I I I I I ( I I L I I ( I I I I I I I I I 1 1 ( 111111111111111111111I#11111111111111I1111111I1111111 �. NOTE: IF THIS MICROFILMED ( - 2 3 4 5 6 7 6 9 I)0 I I 12 ` DRAWING IS LESS CLEAR THAN '�---�— ----- --..� 1! THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OR'GINAL DRAWING. OE 62 92 LZ 90 SZ bZ CZ ZZ IZ OZ 61 91 L I 91 SI 1►I r ZI 1 1 01 6 0 L 9 S b C Z 1"■""� " IMnllulllnllunlnnllnllulllunlunlUl111111I111IllllIIIIIII°UIIINIIIuIIIIIIIIIIIIIIIIIIIIII11lIIII11IllllIII!IIIIIIli111IIIl1IIIIlIIIIlI11IlIl)111(II)IIIIIIIIIIIIIIIIINIIIII1J11IIIIIIIIIIIIII!II�°IIIIIIl1IL11111111111111111111111llllIllll�1l11�IIIlIIIIIli111IllI�IllUIIIIlIII11IllUIIIII � MAY 18 1990 �� E r r PROPERTY DESCRIPTION TIGARD SCHOOL DIST dEGINNINC AT A POINT ON THE WESTERLY LINE u, LOT 55o NORTH TIGARDVILLE ADDVTION T I IN TOWNSHIP 2 '�)OUTHI kANGE 1 .4EST OF THE WILLAMETTE WkRIOJAN IN dASHIN"y,. - 1,+ 5 0 2 - COUNTY9. OREGUNI SAI D POINT BE 1 NG G.C)Q FEET N. 203201 200 0 4 45r UGI L. FROM THE NORTHWESTERLY NWLY COR, LOT 35 �` �' !.5 ' CORNER OF LUT 55; THENCE N.450 001E. ALONG THE NORTHWESTERLY LINE OF SAID 60T TIGARD E ADDITION06.1 4 6 N 45 00' E. 114 22' 200.1 6� CHAIN LINK FENCE II ° 114.11 FEET THENCE 5. 01 " VILL2 1 0 6' o 3/4 1 P(N 48 W 0.47' TRUE_ COR.) o ---�" y._- --- 2 ; 44 5 Q2 E• 1yb. 1q FEET TO THE NORTHERLY FIGHT-OF-WAY i~ -40.00 t0'� 0 .� 1990 19/'5 55.00, 7400 - LINE OF PACIFIC HIGHWAY; THENCE 'j.,450 2olvv. ALONG SATO R(UHT_Of_WAY LIN[ 111�.L1 /201 24' FFR FRET; THENCE N. 440 50' 421-o. 1y'1.32 FELT TO THE POINT OF BEGINNING. L15"CHERRY '•� t. \ 0 IOC HAWTHURNE 2050 205 0 204 0' 202 3 200 2 X99 5 199'0 1,3/'T ' 24"APPLE r {20"CHERR Y Y 206,4 205.5 2041 T._ 201,5 199.9 199,4 9.1 r 20 to4j r+' ` 19 r [� GARAGE 1 WOOD FRAME 1 CONC. SLAB LEGEND 20, I ` 20, 5 206.6 204.9 204.4 ?01.9200.1 X69,1 1� , ��I i ��✓ ` � I SANITARY SEWER = SS - - --- E~ STORM SEWER - 5 - - - �� MANHULE MH O GAS G -- - - - -- / ' - WATER W / 20' A ppLEI ® / POWER P ! t0s'B N 205.6 204.9 +� / ' i 0, 9 �/ N�. 02020 x -X I TELEPHONE T HOUSE 1�r vi POWER POLE - P.P. Q vi 15"CEDAR ' 1 WOOD FRAME CATCH BASIN = C8, ■ )CONC. W WATER METER = WM O •1 I 3 FOUNDATION � .,24�7REE `<li FIRE HYDRANT = FH -� eORTLANO GENERAL ELECTRIC M-043••5454 EAT. 3t, NORTHWEST NATURAL GAS 5Uj 120- 111 I � I r I I r• i N 20/.61 f pp \, I 200-11, O 203 T 205.2 205.�'I 8 I taD .bl' N 104.; 0 199.6 CITY OF TIGARD k�EWfR) 5V3-t9Sy-µ1'r1 10 GENERAL rELEPHUNE 50-064-000 ° I 22 23'--- ° TIGARD rt'ATER UIgT. 5U3-oiy-155y 2 I_ I CONC. , -PORCH �24 SET BACK L I NE5 j CHERRY I 14 SPRUE I A.5' zo3,4 00.6 j 206• --- CE ARI 3056, 208.00 202 FRONT 20' 106.4 8 ±oe.Ell s`.b �� t 4 '� 14l" K FENCE i ' 12"APPLE ' �gtRY 6'CHAiN LIN HOUSE - ,► '' I `� � ti ' � REAR �� IO'OPTIONAL pp LE Y. �I D. 0 v v I '� WOOD FRAME 1�j� ,. A I ._. {r� SIDE ,. 13 E W CONC. FOUNDATIOIT 111,12"CEDARI a 16NOTE: ELECTRICAL CHARACTERISTICS BRASS CAP N.E. COR. CONC. PORCH TIGARD PUBLIC SCHOOL WATER ni J a 'A x r PUMP N r2 � W I „ E 1 ,"OCHER � CAI? PORT AT N.W. COR. OF THE INTERSECTION PACIFIC HWY AND 12 'APPLE SALES r CbNe ' �a . y 2p5'S s, GALL Fr.E 501-640-5454 EXT jbt S.W. GAPRETT ST 7' �I4'- e PORCH 1 W u 1 _ 3'CONC. A o o SOIL NATURAL, POSSIBLE IMPORTED MATERIAL ON .VW COR. 1 4 f° WALK ♦ 20 5.r / 15/Brri R 201. 0T o\ \ 2p1.3� ��A' 208.5206.0' / + 2-5.6 - -- r SSLOPE EASEMENT FH \i l _ 1B00K 335 -PAGE 39 I HERLE+t CLRTIrY THAT I HAVE EXAMINED THE ABOVE OESOHIBEU PROPERTY A14 FUUNU T +L - -� A 1 R p iR' IMPROVENIkNTS $I IUATE THEREON TO' BE ON -THE PREMISES IN .It06.9 � W1M� S•45°26�W. 1 �, -,, 1 114.22' 204 >'' 2o4As 2oa.»' 55.00' 5/ (74') (135.22 ) 5/ �,j.ILSTIuy ANG THAT THEY Uu '"' ---- - �._._ _ __ _. -_ �. - - _ `-'--`-- IAS' NOT OVERLAP OR E'4CROACH ON THE PROPERTY' LYING ADJACENT THEREfG, NOH UO THE r � Tc 2a4,so' _ p 1120 ?c�1.49'�- ��0�6P � tOT,I>,�- ^�� (MPROVEMbNT£ ON ADJACENT PROPERTY OVERLAP UR ENCROACH, NUR U ) ANt APPAgEWT EA ,LMEviy .,w_._-.-- _--. -_ P _ _ GDXC_GI1 R1`.._ -y_ -- _ CH RIM 202 70 MH. C�- SIS 0 2t�A4' 8- SAN. SEWER LINA SS 0 20_4.11' EXIST ON THE PREMISES HEREON OESGRIBED/ EXCEPT a ; SHOWN. } . -.�__ RIM UNDER A.C. 205.8= _- G - - - - 9'��A3` G -- - 8"INv 199.9' 12"WATER LINE (UNDER PROP. L INE) `- 1 0VE'RHEAD POWER d' INV. 197.04 -� i 8 TELEPHONE � SLOPE = 1,85% BY CITY OF TIGARD 1 HEREHY CERTIFY TO 00:0.45 kEALTY CORP• AND JAFECO TITLE 1;0. THAT THIS ! S A IMSE ItARINt TRtuE AND CORRECT PLAT ANU THAT THE GROUND SURVEY SHOWN HEREON WAS MADE BY ME OR UNDER MY DIRECT SLIPERVISIUN AND THAT I AAI A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE UT%TL OF OREGON 110560 I lob+T, DIVIDER STRIP 1 20463 O 001 1 20 1 204 15 961205-8 ' � S. W. PA C/lam l C , H I GH WA Y k_ J _. _ iS/3✓�:S ASPHALT PAVING l ( CONDITION GOOCJ DENOTES MJ,)NUMENlS SET • DENOTES MON6tANTS KXN*11 6" rONC. CURB T 2 $e I W. N-WA SEC. 2 REARING& UIST.Oe OKA=, TIGARD, OR. WASHINGTON COUNTY ORNEGON RCGIST!:RU) M/Q4S REALTY CORP PRraFCaSIi):awl.. ---- L '4n Suf2VI'°l%. •CALQ, r "• :0' LAND MARKERS DRAWN DY N RN DAYK MAY 1811905' rNC- R[VISR0 4361 HA R L A N D R. N f 6/9/82 SALEM , OR 97305 ORLGON 503 -390-7547 OR393 - 7547 RICHARD W. MUNiGOMERY DRAWING NI/MBIRR 1P31 �eH er tA>1rRntr M 44 '.TREY;4� hr ye'^T' +a - ',rW.1�gi�t5-e+krMl.E.cS+aH4o .......:. . ..E.L,M1r,e '•�fE ....N:r,. ` ..,N+.•^.5'I••ef.w,r .ru.... ,.... - ... aq�i• _ '1 1 1 / 1 1 1 1 1 t l l I l l l l l l l l l l t l l l l l l l l l l I l i 1 I 1 1 1 1 1 •'c .-�_ • .,.,a«tw»-. F, u 1 .. , I ( ( I ( �I � I f i I � ( I l ( I I I ( I ( I I ( � � I � I I I I I � I I r � I I I I (tltltltltltltlllt�II1111111I11tIIlI�IIIIIIIItItItIlI1111111I111�1111hIIIIIlI1111111I111111tI1;1!111 NOTE; IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I I 12 ' SO DRAWING IS LESS CLEAR THAN -'J -"�"- - -- -�. THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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CBRONZE ANODIZED) w o o n ti,f T A L 5 �3AR SOL Ip tAu L K cXTS r� f�M IhJ��I�� W ITHOLJ ( . USE OF KE`Y. C3R SF'�GIAI.. T D� T GROUT EA. 51Dt' Ii�1TER.IG2Ire -� ��* k:l�•,l l_l=L�►E. _ I T 2 I � 74 1�� D O 02 TyPF_ - , � fr, . , GTiZIc.A►L. PANES Ctv if.�i►S.. M E T E fZ; 1 f l ` ly► K « 0( o '�! r. GKOU 1" ALI. C c LLS fire - e KIK NALL 1=oR (— rtg+' 'l'1�1N 'TI1r1ER a0 --� AIR coMPRE55ofz5 4- 141Z. SATING OV z Vi t. ti , • . ,1 T. _T•'T � �' , -- T• . _ ._ _ —— _ .\ _. -- r ' � M/ r -,—(4 o , .� s"coNcr F3L�K — I - X PA Q 10 Ij J O I LJT D E7A ! L. "' r►'�rM ' ' HIGH 1 WALL 5 � _ e J o ��� ACF-T'YLEN E a TT LE =- -�, -� SY M 15OL S �ALtloN ELEGTRI G �1'tl'�t��r.> 't� � ���+ Miw. _-1- --- '� 3,_4,1 O'-YGEN 577TLE --- °° w ,. a �R; LetTlelc CCOMMONI C ALO HT CONCRETE PLS �►C SLUM, CK- �iG WE 6 T lJN ! Q � tip; ,rant r'AI N T_C .C3L k u _ Fw. 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G S11 TE�J LAYou� ,pQ Z8 ►�R � � � , Q4 r w�oop tiq in _ ___—_-_ Q i 6E:' \,CUT I_E.5 THAN 30' L.DI�iG• A• ' Olz �N D �N k-�_F 1y� N IGH�F THAN! 4-0 FROM FLL�. Ll .+_ TOV�,EL D15PEN5ER AND OTHE-9 UNIT5 NITNI 40�1 -- — ' G EN EI AL_ ZOOM Af�RANG�M E T 5 (� -- (�! NAL_L- PERMIT ACCE�$ AND ' E I TY FO A FEK50 o+ — - r I -► - , f Mt,N uVE�AE3!L R N IN A WNE�L C}�Ai2, �o. P�CJVIDE UNUE357PUCTED SPACE 2co' WIDE 27'' HIGH War J -�� . I IV DEEP UNDEK L_A.VATOIt`' AT 9AC.H r,F=57QCUM. I-IM 1 -1' st 1 -4'w ,46 STEEL. P�,ATE N � 4 ` T N v'1%, !HcJ1.D 11V C Of`A C c'L,00 Q f w T►•�_ �,+ v 4-IN� .�.iEC aE TAIL ON ►� T, S I - ��_ 1 i - -- .,_ _ SOF"IrIT ... WATEP, FOU TA E QT'S FOO PHY51CALL NAD PP IL � s k Q Y N ICA �d I>� , gr t � CAlTE FOU 3 D . AI f L ' F NT N N O�� A tp �,. ,• o _......_ �' � - - . _, ._�_- _ —_ ------_______ -- - _ _ g NAS - �U _ _ EpL�COpfZ ANDLam. :. --1-- �-- I N OF T'NE 10 - _ , I r 101 L CR ® ' A- 0 000A 5 14 g, sLo + I _ I MST (�/1 _ N T �t� F��A►� OI--F CE WA, I�r ! 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OE 6Z 9Z LZ 9Z SZ bZ F;� ZZ IZ OZ 61 91 it 91 SI v CI :I II 01 6 I9 LI I9 S t, E ,iulunlunlnnlull�ullluul�ullnnllllllllllllllll1111I111111111I11!IIIInIIIllull!�IIIIIIIIIIIII�IIIIII1111IIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIII1IIIlII'Il1�111l111111!IIIIIIII�IIIIIIIIIIIIIIAliLI111iI1ll111Lf1lllIIlIIIIlI1WIIfIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIUIIIII MAY 18 11990 140 • 3j REVISIONS M , ♦I� NOTE. -DkSTN A HEAVY t3EAl� — ALL A C� BOND PANEL • OF CONST. MP`�1'IG A a �}4IPPLD IN 4'-40° 5cGT►ON5 4 l / SAG K OF 1=p�G IA f�AN ELS 9� 1 O+ K ORDER ,Z YF LLOW W ITN SLAC P�1oK TO IN5TALL1NG W/CONNECTOK5 AND"J" NIOUL_DINC-5. T, A_j A -- ALU CO B'=N D PANE S A-3 INTI �,11� F-N7 P ?INGS CDEC•AI_ �ETTmKS N� E FKEiN5TALLED To PKE�/ENT PANEL 0 A 4 ovElZ 8• con,c e�_ocK -t------ I CHAT FR, DUE TO GREAT BY MANUFAG•TUKE(Z. CSEE PE TAIL - �; 0i P10 CK ( OwNEi� TO FlJ2Nl5N ON SHEET ^- 5. �,�► I W I N Q L.OAD 5 (1 Y P.) Y, ' I cif•nl e c oNT a T O 'F,,, ` g �R1•- __ .� - " .._.�,,,IEET METI�L C/).P Elfmow n" DECORATIVE LT. TAN . Iv � ; �� �: N �/ MUFFLERS a -tet 8 RAKES K E S — — — _ -� 4.� ' W SHOCKS ,--� _E �,. .4.; 11 6,-0 A - o �. I SEAL 150 FH FACES1. TYf'. ' -- - 7r7� � II L----4--- F A4 I � krAm 63L E x m^u 5 r oOQT 1- > G AY TW1TS0 TYPICAL O p A 4t / w w d FLOAT CoLAGO ALL S ,ECL CCX-U tNS IIJTTED bL ^CK 0 to y,�' F FON T ELEVATION �ui ��/ W 416 Y. II . ��'; .�. � cs. �.,o,�„ �u .»s� ��>� � � �'�'Itvt.Tll�.. �li3c G�. �3 • . � In calc% Sal%et4j. -�' �`t�o�. Id 03 yJJ'' n 181-T%2 • 18 i 7 I� I I — w l� --Y- - D I rO 1 % -- - GONG OLOCK _:�` f.__.. ;_. _._'_. _�.. - -• P�►INTEp —__ __ -/i!' 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Q CONJC. 6L_.00IC 187yL° 41� P�/Cop6, U _ VIN ROS� SCC A-5 rte' - ��� _ �I y •' ° Zr �I P0L1BLE rVI.AZED �t W .1 r' t. •' GONG lsLOC rcIp E [2OA•M ee1a� q `� r . �. _. r 16 -Cox 3 13 I4 • --' � ��� 1 T „ � .� .. � _ �. � �/� 4 ��?i �r '�� K DowNS FbU T•_ h I ', � _ c � EL�•:r GONE. 5PLASh r' x �® !• ' ^• � �' � 1 /�I � Z � � /Cv o Q B H T L... E V T I O r�.l f �-: f - -- f., MEMO 46 TO ivlf.. ;4,- .4t - Aso 2 y . Mum ,. 111 11► 111 311 III Ili I n III III III III Ill 111 Ili 111 111 III 111 III III III III III III III III II► 111 111 111 111 III 111 III III 1'I til III III III SII III 111 III Ilt Il► Ill 1II I � I I I J NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 IU I I 12 DRAWING IS LESS CLEAR THAN ------- ----- - -'--- --_ _�__—__ �__„` THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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BLOCK. � 0 2 u.LINT�,L �I COCK i �/4 PLYWOOD �� �I`�Et p PRINT �XTD;eIOR 51L)E ,./ • e �. h W 1 � t�P� 0�) • L.If` rEL'- 2xi0 WOOD JOIST TO f,�DES *7F � > GREfi.�Vi BEIGE � ►' / �N/'2 -yi � Z W IIx I�11 x 15'-2 VV40p B��_Ts Lu •,�- BIJC4G ANCHOIZED 110 � 3u �P'IEfVv�a COLUMN AND WORKY ' k �i OD Z N� /ACOUSTIC^L I a� t — a aN..1J � ! Int SCK TILE G E I L.I N G i � t - 4 ® Milk- 44- �111vRywA L _Y CCILINGq �Y�„�)C)P !� —• ,1 - "►-D5 L� A+.. � .A� `,�' � Iii• 1 ` -2.x8 WOOD DAIrIt IN6U A710 BOLT TO OP b' I �TKUCT L1F?_AL.� . V(KA1NIrJGS FOS CONNEC.TION5 - ' 0 p g" D r=GORA71V E ( .. T N •;, �:, (( L.T. A � � I i •`�P L l T F AG.1E -�-- _� / I � ��I,i IrO NG 'P L K E CS5�aL_ BLOCK) �/ `�~ g• COLIC. e0.vcic ?I ,/ � I w�LL • . OD MZ • CONT I N. C..�6!L.K l N(j YINSIDE ONI•-Y- � Z L7 I 4•re• PAVER SILL 7(P O E U Tc t-a_ TUBE %1 �' `eiM►1.bi, 1�►'O.C. 4 - Ct r cif a _ VRt.WEAC7 I it ' �C�►C�Q. � �D�C.D�AT i V� I _ � � In f � .. :, TAN � ., . • ~ �.�,�; SPLIT F&C E � COW, talK. � 'T'OP OF, �a4/NQ'�►1'ION �• ti. F i tw. F-L.. C L C d O'•Q' Q w.. g FIN F"L / E L E V. OI-O'• ^06: CL[ v 0' 0- 6 a _.._ a . 0 I �� - 4 flit r.00 �.�-'--•--■ ' � � I alb j' *44064 41 s•' P R O`/I O E vim Pp R B^Q R 1 ER ,��, ,t UNCDEQ OFF'IC-C ARE^ 1 0 �, E_ C T I O fes! t f�..a+ CT ' �..� C 1 1 0 � � 5 E G T i O I`�1 4 .., _ s s M � .o, ' , r, t�. s M ' • $G/►.1_E A_3 SCALE �,.� i•-O. 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F12AMC Wf _ NOZc.H, PANEL iIVC� TO �, _ BUILDING MAT Cm WALL AIDJUSTABLIE IMM ALUCO�OND SuF�FACE N I CL r �4 N\c ^ PANEL F-A E Psi, E L rvGl STAIN INTERIOR � 0 MA50NRY ANCHORS � -� AND SHELVES Q 3 PER il^hAe ;i: 4W rALUM BUIwING STUcTU1ZE C>? 3 M M ALUCO EbNP '�. PIZE- PAINTIr D - '`"'• FACIA\ PANEL y-CONNECrok 31/aR" vINYL B^Sf 2' T yP .Z' X4 WC)00 M = . CVT •QOM 141PIECE SASE. El a SECTION A-A �EeTION B-B • I , 5GA—LE-.�1J L�f3^ 5cA1.E: FULL 51 ZE +� S E C T I O N h' 5 � C T 10 N SE CAT 10 I'. 1 0" F4\CiA\ PANEL 5Y5TEM.- W�� CAULK 1N FRAM S JUNCTDUORES 'T� CACI A PANEL SuPPI.I RCa �Y OWNEt2 a"SA,, N'Nr Oft STM COLUMN5. INSTAL-L.�D �SY GEN. CONT.) 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I &D DFNO.1 DFNO. I -t�Jl ELEVATION A-A 9 � '.' 4x12@a'-oo.c.- m 4xl4 � eoo.c. 4x1+ (aV-oo.c., NOTE : SEE AfLCNITECTUI'cAL PLANS TYP?NI5 eAY 3 ' TYP NIS t3AY " 5 I T (P. THIS LAY 'o TYP. TH15 SAY 2 1 FOR LOCATION OF SPLIT FACE-- OLOGK . mli I 7 Opp 2x4 @ 24 v ^Y ERN • DF NQ. 2 m J TYP, H B•C a - L tp a'-u" Is IP Ixn• `` iS. , I ROOF DIAPNKAGM SC^4EDULE J via t 7r 1i ILI SNE /THING NAILING FILL ALL CELLS RETuRN a !? 16 W (L --- t -- -- - - --- ----- - - H� TYF _ Lu Q 6' 4° �' F y2 5TK U C I O� EDGE INT BOUNDARY 5 x 18 C 4 O.c.. /,E. r - - 21 -a s- T—J— ea '•s' _.,C--_. _ %g° CD - A IOd@6°O.C. lOd@12 100.' 4 e — ELEV. A A -- --- CI . INDE X 32/1 re) 2 #6 #4C !ra HORIZ. W W I`OOF Fi;AMING PLAN o NOTE : 6)LOGK ALL PLYWOOD EDGES z 1 s-3 AT REAR 17 ' SECTION SECTION pd u m ^ LEGEND % 2- 3/q ° � BOLTb EQUALLY (2x4 FLAT ULOCKING MAY C - . Ij1 = IIO 0 11 SPAG�^ ��yr-.' := F�.�._;>` - TOP OF FRAMING 12- 5 IN fro �j 8 � � 51MPSON PAT I$ goND gEgM SPAC-1>`I G E�cCEEt� 6'-O � S IMPSoN sIMPSoN ! s-3 � 9ZOM ELEV. 09 ) vy2yz^BrrTs@ 9'-oo•c. MAX 12f EA,SIDE of SFUCE F-28 Ft4 PLYWOOD rEN, Q I I _ • a . #5 M 88 i e y i Y4ANCHOR eo Te 4XOR6Xf HWORWNP o e _ FAT IBW/2-!g"301(5@41O.G. - ' 4x12 LED EIZ Bn _8u SIMPSON �' NW OR W.N.P. T{, . Lx8 W/2-*4%8 5 IN Iau WON EA51DE OF 4 O tr1Ax GL RAFTE(t AT $OOP BEAM MID-WINf6ET)N=EN' -- O 5IMP5ON F- 26 ` LE DCyER ELEVATION 4x1, LEIJ6ER W.�,}" Y Q } O A.B.S. 48" O.G. I Q � 4@4'o.c. 4 FRAMING 5 FRAMING_ Q IMNF. 2-#5 x Q PERSCHED. ExT�NL IuH ` uz EO In ur•tr, 1: . L IN PLACE AT MA;)o, FR'" t' - - - .�' : A. �� QTY•.) -'-- .- _.w .. '.T�,— __ - r 4 - i coNG. BLOGk a x 2 n �cAK NALL MIN. SPANDREL BEAM L9 ENO WALL � 3� Ur I- 4 PAT 18 W/2 kL"BOt_TS 16 I @81 ar- MAX. 6x PURLIN 2- 5/81' BOLTS u -- i EA. END @8'O.C. •Y 2X4 — � 2 Q t0 B.N . + I #5x SECT ION N Q 2 #5'5 �� ----- -- 2- — _ _ _ _ _� __ IOB +71 - I—�-- 316 ® a o I30ND B6Ar.t ^ 2x8 STRUT CONN. PER 2 4 L T-( yg -rT' GLU�LAM a 10 I_ — + + DET. I/5 3 V Q Q 2X6LK'e @ANrHORS - --- + + �SXI$ DOWEL • X16 \ 4X 8 LEDGER —� Q xl/ 141 A6 @ 4' O.G, CC CAP I / NOTCH BLOCK CHER NE3 OFTEE J IlA 45tpE �5� W Ip 0 ✓y/4 /4 a0L l 5 - 2-#5x W y 0 —_ COL. PER I + + 2 u 5CHEOULE 2#q • • SOLID GIZouT log — SECT ION 3�6 D ----�/ a a wj C PAINT BLACK] ENT IRE FRONT WALL _ _ 6�� - END WALL @ 8o,G. MAX. SECTION ��s to /4a= 1 0 81 6%2X %2 EASE � O � > J `\ i 3/+ IF #4 @ lro vEIZT A N II r Hoo< TOP j BTM WT 8x 8 61 b 8X8 D },FV �i r /4 5OLT5 F-28 FLAN GE'K ALT DIRECTIONS > - COL. N U � - -1 - =---- + +� 1 6 y#� I y4 U x 18 PERT. LINTEL '.- LG. K r 9 . . _ 4'-o CTYP.) — - — # ty f. 2-#5 IIA 5ECT-ION Y NU 9'- 611 SROM ELEV. O° 3/�� SECTION CFr )NT w1ALL7 SECTION SECTION ,-� 5ECT10IN 1 T 41 � I1O T ` ? SECTION � Il- I10 10 IS II �411' I10 \/ 3/+ SHEET I - ., .. , .., . .•.:,...;-.�k^'.["x+ .:. ,; 4. . s: 'N•. , •�,.l..y ' iff'::Yv¢' '�L 'Y'w.;� ..'�'+• �r'',+li�i;,,r�3� � n' '191W'dI^#R6' .�).,•*.+tiLYKLRT6s' 11�11�,^ '. . y' 911 II! 111 II 111 111 1� III 111 1,1 III III Ill III 111 111 111 III 111 III III III III III I 1 ' I I {� I 1 I , I I I I I I I I I I I I ( I I I I I I I,1'11111,I,I,I,I'I'I'I'I')'I'III'I'I'I'IrIIIIIl 1111,1I111��11II11I111I1111111111T11111n1 1 WIL: 11 1HIS MICRDFILNED ` 1 2 3 4 5 6 7 8 _ 9 I0 11 12 1 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT 15 DUE TO THE QUALITY OF TIE ORIGINAL DRAWING, OC 62 92 Z2 92 S2 eZ EZ 22 12 02 61 81 [I 91 SI Ill EI 21 II 01 6 919I S...I 0 E 2 1•'•!^' -y IIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIp11111111111111111I111111111111NI1111IIIIIII1111111II11111IIIIII!IIIIIIIN91111111!IIIIIIIUIIIIRIIIIIIIIIlIIi11111111111UIII111111111111IIlUIIIIlIII11IIIf11tIWWLL91R9llDLL0U11L!1111WIIIIIIIIIII11111IDIIU1111NIIIUIII8III111 MAY 18 71990 1 I REVISIONS A I R CONDITI'ON1 NC4 EQUlPM5NT SCHEDULE NOTES PAYNE PACKAGE HEAT PSI MP - I v I35,400 BTUH COOLING @ ARI COND. 35,8000 BTUH HEATING, COP @ 47°F = 2.68. s: SrvQ�E ofc �`�"iO� ---' SEER = 8.20 1,2.00 CFM S.P. (2) 16 x 20 x 2" THROW-AWAY FILTFR`J. OPER . WT. - 350 LBS. 208V ?0 TOT. FLA. = 14.8. Ate WU Jam. 44A0h1' I%A.IJ _- - - ------------- —i R A WALL MO�INTED EXH. FANS MODEL NO. 315. 90CFM, 1/25 HP - 120V - IV v �j W/BACLDRAFT DAMPERS 9 GROAN 440 WALL DISCHARGE CAP. rr � E.JF'f'.�•�D ti �� I x HA 6 ST FAN META IL 0o SLE z E 3 � GENERAL NOTES: r ;t 1 . LINE EXPOSED DUCTS WITH MINIMUM ONE INCH THICK FIBERGLASS DUCTLINER, WRAP CONCEALED DUCTS WITH MINIMUM ONE INCH THICK FIBERGLASS DUCTWRAP. ALL INSULATION *rO HAVE MINIMUM �ZK to 4.0 R VALUE. .d 2. DUCT CONSTRUCTION, GAGES AND SUSPENSION SHALL CONFORM TO SMACNA STANDARD', TAPE ALL W __ SEAMS AND JOINTS AIR AND WATERTIGHT. EXHAUST DUCTS NEED NOT BE TAPED. Z Z. `�yT0 d5►p _�_ 14X2 3. PROVIDE BACKDRAFT DAMPERS AT ALL EXHAUST AND FRESH AIR INTAKES.mvp �] 056-H, HMP 4. AIR CONDITTnNING UNITS SHALL BE STOPPED AND STARTED BY 12 mp..Timsg. 5W. '- J' N�OPRIZE�IIE E 5. THERMOSTATS SHALL BE AUTOMATIC CHANGEOVER TYPE TO SEQUENCE HEATING AND COOLING. SET W Ll� POINT RANGE SHALL BE 10�F BETWEEN FULL HEATING AND FULL COOLING. ADJUSTABLE TEMPERATURE k&_' TEE�Et�JT FZI � 01A i4!%r,i W DIFFERENTIAL SHALL BE la° F . THERMOSTAT CONTROL RANGE SHALL BE 55-F TO 850F. CONTROLS I SHALL HAVE CAPABILITY OF TERMINATING HEATING AT NO HIGHER THAN 10°F AND ;;OGLING AT NO KA P. � LOWER THAN 78°F. 6. EQUIPMENT, FURNISHED UNDER THIS CONTRACT SHALL HAVE A PERIir+NENT LABEL CLEARLY INDICATING ^ I (�14X14 Gr3l�� �'�j_-YJ--� , THE MAINTtNANCE TO BE PERFORMED TO MAINTAIN THE EQUIPMENT IN EFFICIENT OPERATING CGNDITION. EQUIPMENT SUPPLIERS SHALL FURNISH THE FULL AND PARTIAL INPUT AND OU• PUT �,URFAcE 1u10UNT TO f�TTOM " Gt�G¢F�I CAPACITIES TO ENABLE DETERMhNATION OF COMPLIANCE WITH THE ENERGY CONSERVATION CODE . F_OroE of Zx 2�FTT"f;-b To AL_LCDW .-A2ANce ©s,/EF� •a 7. AN AUTOMATIC TEMPERATURE CONTROL DEVICE SHALL BE PROVIDED FOR: A�YONIOgiL-L L.F1-5 a. EACH SEPARATE HVAC SYSTEM. �� n 0 SAT P� M MU NT NG E L. E1/ATI o N b• EACH ZONE. J Z L' � Q Q n A 8. LINE VOLTAGE WIRING, ALL CONDUIT, DISCONNECT SWITCHES AND FINAL CONNECTION BY ELECTRICAL Q1 um I/allQOM NI CONTRACTOR. LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR. 4 9. ENTIRE INSTALLATION SHALL COMPLY WITH ALL GOIERNING CODES AND REGULATIONS. NITER , �Y GENERAL_ 4A,VA 7 1 10. OBTAIN AND PAY FOR NECESSARY PERMITS, FEES AND LICENSES. C:ONTkACTOh.J UNION--1 � � _14 �►-►L 11 . ADJUST DAMPERS AS NECESSARY TO OBTAIN AIR QUANTITIES SHOWN. PROVIDE COMPLETE, 6RITTEN I TEST AND BALANCE RePORT. A 12. PROVIDE:-WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND/OR LABOR, At NJCOST TO �/1L �� rVr►r�� a OWNER, FOR A PERIOD OF ONE YEAR FROM DATE OF ,ACCEPTANCE . �-c- HTR �- LA,1 1 CEILING DIFFUSERS (CD) "ANEMOSTAT -ERIES - MRD-S W/OBD IJc 1 RETURN AIR REGISTERS (RAR) "ANEMOSTAT SERIES - 3SHOD W/OBD 05 NoT Coy D WATEFs Rl S� PIAL RAM Z - o ww ,Y r 1 U P I6U m Q I N G I�OrEs « ° = z ,wup rxliu Nl M Orr 'fo i o, 11 jj S , 1. INSULATE HOT WATER SUPPLY AND RETURN LINES W/1 MIN. THICK INSULATION -------- -- --- � O 0 MIN. R R. VALUE t _ .' �• 2. WATER HEATER SUPPLIERS TO FURNISH CERTIFICATES OF COMPLIANCESEby _ � A E W/ENERGY CODE. • 1 I o 3. MAKE FINAL CONNECTIONS S r _ ;/4- IDE /4 r NE ION, OF WATER, ,tiN�TE, VENT OR GA, TO OWNER FLkt,I��HED AND/UR � � � fuo�i. .J�rf, I _J HEATING EQUIPMENT, �'RUVIDE SUPPLIES, SHUT-OFF VALVES, TRAPS ETC. AS REQ-0. _ 4. THE ENTIRE INSTALLATION SHALT_ COMPLY W/ALL GOVERNING CODES AND REGULATION. Aad LvIJ4LF-�i � IC WG 5. PERFORM ALL REQUIRED TESTS. Pi PF= SIZE=S � �UtJGM IN – –t r----- ---- -- �-— ----- I� Q �■, N 0 6. CONTRACTOR SHALL VISIT JOB SITE AND DETERMINE ALL CONDITIONS AFFECTING wG"{ N 4 THE PERFORMANCE OF HIS WORK PRIOR TO SUBMITTED BID. � } d' �1_cz �f7. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND L[CENSES. RING lIN�S 'D R ---�--� 4 let�14 �D I - �"`�� 8. PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND/OR � ., 0 LABOR AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM DATE .+✓'�1. %G h. ,�.. .N•r,..- { �W N p�.l to O OF ACCEPTANCE. Q - !T- 6pc tr4 GONG4N - A F� NTM x 2 QL^R - 100 c f�a I --r_ '14 4 J� � W JV�JG� ,^� �. _ �~~ H// !4xI4 RAv Ne Jto Tw �'G*Ar. quer fee a I Iax f2 SAL) U �l owiv - Dat -- o bE�oo -; IL 14x 14 w Ocl G F M N V � NI C' W U PLOA51NC F=LOOR PLAS4 I�rd'1— i'-o'' � ° H VA Co PAIR T F�I.A N 14'': � '�pII 1 - .I -- Mme) M p t --AS n - u_N7M'*� ,.L. _.. _ .._'_ ..*.: ���+i'•,.. +';. t�Y -� t :, i ._-__.- .r..y. . _._._....... --�..,...., - �_....w........-.._.�w.w.�r_........M........ - ".�.��..w .. ..... `�.t"4r Y7�:-. •-+^-`•. '^r► - h r r ►II I t r r r r rli I I r i ( 11111 1 ► 1 1 I S I I I I S I I I I I I I I I I I ...',. _ :._ .,�;; --, - �. � .' I I I I ( 1 I III n�11 I I t 1 I 1 I I 111 1 1111 III 111 1 I r11 r�1 111 i 1 I �r ililri ; r i 111 IIIIIIII11rI1111111111i1rirlilrlrlrlrlrlrl ,Irfrlrll�Irlrlrlrlllrlilllr{rlrlrlllrrl 2 3 4 5 6 7 118 9 10 II 12 NOTE: IF THIS M ICROF I LMED ► �_� ( _..._ _. .. _____-. w..._ _...____.___.__ _ ___.—_..__ _ _____v_. - J—^ DRAWIW IS LESS CLEAR THAN ^ --�� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAwirvci. OC 62 92 LZ 91C 52 02 U Z2 12 OF 61 RI LI 91 1.111 b1 E'I 7,1 I ; UI 6 I9 L I9 S b f. :24 1( z� �u�nulul�uulurl�rnilmr�rur{ru111�IIIIUIII111{IIIIIIIII{IIIIIIIII{►II111I11{11111IIIIIIIIIIIIII{It11I1111�11�►IuIIIIlululilllullull►IflII►III►Ililllll{1111,!ti111111I11IIIIIIIIIIII{IIIIIIIIIIItlllltuluttlL1111uI11111t1.Wuutlltlillu111tttll!tltllllll1111{IIIIIIIII{IIIIIIItI{1111 MAY 9 1990 1 ' __ *.-.� �j I f01-Q" 4' •U°I TWO F054 T 10 N �>� 4 4 / (�kEEL `,#ac TI1•X� ✓ P(AM Ggbloe A l R' VALVE 12 k L" TO INS►01E C�1�►-+ ..____r_. • ' : O►�. r1 rAC E cps R�aoc ft W kl fl.L e.►sc ^ c la E �- ra M v T - , . --•. _... _ NOTE -C�TR,�MA To: > ., f< �. -- VALVE 1/'L �I¢ L►N Y ,� ,e •., n c a o �` • I�s© i'-�• 9: f., s. •.�. I.s 7 °1/ '2�Go 3'x 1' •r g y• 6'Z• I l i;�` =d' lu#• I o' :s �< OIL LEVEL �GCiL.S A, A`.a0M la 'TOTAL M HI L IT ►� ,P - 1 ..` N Roe 1Z.5r-MI-A" 4 Oil xa&ofh) HO*T +'•. ,�' r `� _.._._ I /4 41L UNE r,� pGE --- -,f► c*J JOB �lT6 . Id a'�:. r• i ' ~ ` A ` r LI F"T 6<0 J;70¢P►� To Ho plt>T hrt f�e5. s l :�, *:.•"�' 1'�._ , � � !d•E+C•CJ►'�+MENoA 1� A.� P+Dov� ._ - -• r'. we uNE OldOIL I URDEY�QDU IK) Mr-(Z5- 1 N'STALL.,1►T I ON M, -,4u&� �• . , . . "•. A LINE AI¢/01LTAN 1- 1 _ u O M I r'o,5 pe I U� 1/4 OIL_ LIN F_ ��' ._-•----- � ____. � ,d1IZ�OI Lr G. ��PLY NO IST OI L � �� !�Q T-1�V Ch M f✓. p1� � ,�.'. o r5T5• cs��%vECT1oNa C PLA p -T D N 1L C,�t is F 11.. " p' CD4'E K 1$ P /� 1 2�G L p QOt.�JO U F`T EXC�►dA- r L •� !�„� TI 0 N TO ae CAm Mc" III -To D CCT• p �'7 r`Loo A GOASI A OL'S -ON q• .� _.tel_-,I°�E 1Y•I[.� I I 1�cTo t'1,OEA1S1 T( - � � ~ ,1,'I•►,•Lc•. ° �• F11►J 1 USI ti.K� 51A 1►.)p OZ G E�!► ��1.1�V�. 1"` - N - � _. � ' .- . _ _-- - - ---- •--- - ` �°!` '. '"C►i+ SLY f'^ ` co fir . •=L W/ lei• 0C.-T3) 0 I II I " I II ` '.C<< ��$ -' I ..� •�' k, 6 L It f DOLT 1 _._ 114 p q I -(v I - I f� I r .+ ! ♦ I I r ,'7"tIrfit04 +.M 5©.) R ° I � -� J f 1 �� x a x c r.� s e)F_Zj. 6-F-S A ' 0 _ r: 1 , --- - A A�aR, :,� 4�4 Ox�• 4,6q.- . ° .• ,o•o STP •+a s-�' � � ' � A -- - ° • I�ttw t� S 2c e �'PA--Z-. T ,9 I v a I Id 4' i = �, '' vl "� �q _ '• •, Bo_-y CO*.k. PAS- - " e� 1 a _-IT . r . I F. .r. pv -LAP �- _� I t ;.:���.�, �'.' I �� 1 SECT 100 -� ' ---- – a �+PSe 1:.0V,!,0c'sC < <,-20 y'. w CT in KJ A -A aM p I Au'ToM All c. REA2A00P Te� Y11 EGw� O V 0►. a 7 5 F SEG C I zIG�: �1 W �L xALL r T c_ r SNIF71� LCV Q� �'. A c. F O Q .� �'�' �-- �JCEAD�R P T - Z O L I F T z " i�—� I, r-, ovEe r� c.�,I©e - Io o C • 'T '�•- l 2 c 5.c I ( �NCJKO c _z .r Ic_ 144 1/• Ttt�' .C.- pV�f�NEh.C7 F�Of�1�U •7T,O� P e r ;-per• lir o 1� I�IL7� •�' � w �"' _ r 6**t% 04o*� MSR. it A�1'i1>��. 1�7 bt_L� v 71(34'T To SIDE OF E-LU- L�M 'URNISNEO BY. LU B!R IC-ATOr{ ' N ! T - ' •= 4 93 f�EWER�I►� EC*ATOR ?o Ileo P S . �.�' U fp T ° �I-ACK iR��N PIPE- / LZr-ATE CERA,� OR a AIn�,�'L. C.�ill�.�E -- a �1 t s T O CCM7Te�►CTolq 4 NAZ DRAWN COPPER /TYPE K) Su'`�P �'� TFiEfL�LN . a J •' C*4 LI IJ E S TO IF-- R ECD v I R E D -� 'w SIR.12EELS ONE �t ISE a L)P ALD^-�� g E&Z �, q p E Lr4,c � 47 ZE do r.1 A�.1.. • • T` � ,T, s �i L Q u PODYoDE ADDITIONAL QIPING FOIZ FUT1112E QyY6EN SEA EPATO12 Z r l I'• ' w \ � '' s r ► S ►. � - � '* 1 II is o u D.t C G A 1 fZ , � E L � -T E E ___--�'04 b ` .1, _ U- w,, F '` T C tJ ' c�D �c> �, C L I I. T SEcT low < Q 5-O <-- CE6ULATORA� � -IIA � ,AAA��,� ' FLL /. t7 O nn L ID REGU�A K �Y OWNEK O s.. UIP 't..1 ,,;. . 1 �k' _ �� � GA�v o►Z TD ' , 'OWNER R E 550;. IN 57A�.L C-P 3Y W s CONT IiZA_T0Q INCL.UPING O <• ' ' I ' ale REEL-S hoc.• v5 L� - - <,1 ram�P.� , e} L_- AOR R�:SERVOIR STAQT- uP. — LL OXYGEN — _— caA"IE f30T T l_E Allo �OMPRES�.x � F'f;Cr/IpE ExTElz;ok E� Ll 1 • 'L- QOLT5 ,� 6,0 BY , GO H i�Q ON N E� �'Lc E G S u c�E R E G lJL A T O f2 /ti re D TV E3E LO M,,&,y FRO K 1 l3Y LUPIt,GATQIZ MIDST 6E WITH-i �- SNS TN RU V�;ALI, iY X T O ExTERIOR ON Q . ,.. , _ To G Lr�E. O W N F ti'. � � E A,c� c�' �_c c : ----__ L7 PK�►� / "Cl�iG. C_,EE aiK F�IpIN6 D�Tf,IL �� DRAIN VALV r= L 1 _. CTr � CONC. 51-CII K WALL. ( �• 8 COU IZ5ES HIGH CTYF) - RISER-5E E M-3 MOR AIR �IN�b TO REELS OR A r U COLK L>a R c o r"'� P A F t � 2 To REELS GAL. /. x/4.1' AIR LINE powN TMJ' AP-50 A� .. T1C, �1 4X $ CCS P12 �O(� -� �� FTS 1 i MtE� ��F cf 310 AecNE FILXx 2 its - ---- __— +4. At:.G'iYltzNE f �""I'I.-E J I I P ! IBJ OXYG E ►J_t ACET L.EN F F'1 Pi t`1 ..� oxYC-SEN B'oTTL_� IL ® .I } /¢x 17 X84 PLATE GATE VALVES APAV ,DIZE 1 V L E - rL009 c�x� 02 ro'I��1U FUIZNISl�EDt, 1 STALLED 13Y &L. 5ALL a.r :..: G • n 01 -LAM OFAN�LE �Ot`� I _ _ - INSTALLER B ( p P c4� eat 6 _ -- 7 GEN,CON T2, A !A 50 wT . : ... GAL.V KUN AI K l N E TO 14-)15T'5 -- I I � - L - - TT -, ' u O T ALL U N D E�?GIS ' I,J N D � A�A�T R5 C`'(LI 01? PIONe �,.• - -___1 SHALL BE A PP P 17H _ - GIMP ION J4,69 I-,IGa0 lZEEL - - -- - _ BY cWNER - -- - - - - G A E • __ .N .�_ I �- - '� MA>\I C�C R ___.__ - -- - _ - -?- �_� --- !, , r T"I `fi" F' ANQ�E PCO TEGTC�'S ' : i31EAM _ `' r I N'5T'ALLED.. MCQE5 AggE r • '; . � � Wf�1 E. z � I N STA�.L.Ep � ' X g � -,!NGI_5 HOSE FAIN \ Y .t=CN TeAIc:. l� • �. y ;r"N-"NREEL Z' C U TTI NCS �EL 5F'r-l' T I0 V 5 EC T i 0 f`d w _ � M-2 e• � I N i ° ! r,, I'-lo 2' ' .J -4" 1t,x;L.E NOSE �.k;� •a �4 co (wALV. AI'� t_IN� FEEL . .. �a' 1'Z-U P,•F F ,... :,, - -„ .-,_.,,�•'►• � - - -__ _____ I:)I F�OI�I ' l.lp`T C.Ut`J 7 qdL_5 r TI ,, � I -� - -_ vdL�E5 !N &�'- VQQTlC&lM4”,4•"* , • , 1 :a 2 _. ��III A►IIIIf'Illllllll'II��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII11111IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11� I1111111II�IlIIIIIIIIIIIIIIIIItIIIIIIIIII • NOT[: IF THIS MICROFILMED ► ,._..� � .._ .-_._.:2 3_, _-.. 4 5 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN — --- `-- - — �- --+ --- ------'-"'► THIS NOTICE, IT IS DUE TO TNF QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 ,? b2 E2 ZZ 1 OZ 61 91 LI 91 51 bl EI ZI II 01 6 cfl-.•.'.. L 9 S b E 111111Ill.11II111111111II1111nllllu111111Is111IIfIlIIIIlII111IIIf1II111III11I111111111I111111111I1111I1111I111111111111!IIIIIIIIIIIIIIIIII111111IIIII;IIIIIIIIIiIIIIIIIIIIIIIi;IIIIIIIIIIIIIIIlI1111IIIIlIIIIl�II11I11II�UIIAIIIIIllll�lllllll111L111IUIl�ItIIIIIlII1IILIlIlI1JlIIII111111IIIIIIIIWIIIII MAY 18 1990 REVISIONS 1 7 �+• 1 y T. ay 1 1. 71 • J Vt �J I--. iJ W J t � , Lq 0.1 r t y ,TMQ NOT CoN 1 AC_TOf:? :�NALL 1-•'!..11;C-►E uxYGEr`•i ' i'r-L I �1_LNE JNPa, EfaFCXZF F=INAL a �K NO�Ic - L_►�' V 11" _ r 1. .. -, _• .. !. In K COMF'I`...: `_71. ��.: .�A_� : �, r 'r �cr, t/2�GA�u. AI(� -INE TO OvE(;FIFAD -AL_L SERVICE V'PING E RISERS -3 LJJ O > b_AL_ CCN f�� -, ,.. ^' _ L_�_IGIt.1:= JIt_. ��cL5 100 �'�a.l.� — f�fE TO BE tl��E ALLEU - G^h�T r�'� Cle 1 �. T r., w, F'ICE yl1F r j/ 13LACiC �N PIPE FUR AC'_-tYL- -TO THE. AA�-'_ 5Uf:F•AGE �- M �F-C-1UL< ,TOS LU K C-4--1 `iZ Re T C I_ Y A E�� TO UVC- r!-IE.�:) CC.ELI- . � 1: Ih°!'�TAt_c-E=D �•. A'IC l_f N!�L. TO hE'='L+S C+JIY n I_1 � X w . 7L4 A1��/E F►N l=t..� �2 HADD D�Wf�I CGPPE�: CiYPE K� _ - -- - - _ _ = ' ��� o�cYG�_hl .T C:' O.N. r�r• -- - - -- --- DKo�/NDE E�tT O o - - -- _ _ r" �.5 E�I LL � tb LJ In -- - I o EX?EC iQQ BRAIN _ .+ • -. --- - -- - - ��'--� C��f_: E:' til ' '1) • ' . O�/ERN�A� S�i:V ICC rlPl��G �i �- fiGc�"YL= N � Q � 15 TO BE INSTALLED -716H i >m 2 N 1"O TH C.: SIDES OF "'HE: Cv_� :.AM �3!~AM CAYC GN Q (D • �:uN SEF'✓ICE PIPING -- I _� THIgo'rT�-EIlm. J 0 ;.JUGH ENL i- i :I I. rAGK FH EN VG W N TO a Lg 7`R 5EE3 MP I W Q OM N — 0 - l� � � J W (o > _ o La N L--- EL 0 � u a • O =1 IF — — — — X11 I A' ate, 9 .3 SHEET NO- R 94 :'i"��.1 !+e,1I1;, .�''�y;'"ti'.r-'djlR�tN:r• u1�,Wr 14'•*dM � ,a�w^° �'r' r - . . " :� 1 +?''. '�;'.,�+. ,. ' , '� �< - u-. �..'a_r. u t ,. � '�' ��,�:. •w•(;1 9 `' ....., ,. .... ::.l:!r,..,... ... .'J- .. ?'1;`4-: .yp,».-.t .u':wt.,.c.•......,r.�.. - :$• � P.`�Y',, ....... •..... . '�ll���,aor�+t� ...5.�....i._.�1..�",�.�..i4�•w¢ �� �' : ..,�Id`.. '•' -. " ' _ 'mak - . ..y..,..,+pe+.«-....,... .►w�.�Wa, ,.uv��..�ln�:, w.+t.v:,..r•.,...�»" ke+ �f�MY�Ik4+�wi4+: ..� ✓ ... , 1 1 1 1 L}I I I I I I � I I I I I I I ( I I I I I I I ( I ( I I I I I I II�IIIIi111'11111t�lllltlllllillllllll�lllllllllll�llllllllllllllltlllllllllillllltl�llllllllllllltllllllllllllllll `, � .. I �� _.._ __ NOTE: IF THIS MICROFILMED ►. I 2 3 4 5 _ 6 7 8 9 10 I ! 12 DR?WING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUAL ITY OF rHF ORIGINAL DRAWING. OE 62 82 LZ 92 SZ 02 EZ 22 12 02 61 81 LI 91 SI hl EI 21 II 01 6 9 C 9 S b E 2 1 E:fj !m IIIIIIIII�IUIIIIn�Ilulnn�HulluI�II111tIII�IlUI1111�IIIIII111�II1111111�1111�IIII�111111111�111111111�1111�11!I�11111111)�111111111�1111�1111111111�1111�tllllt111�111I�II11�1111�11II�IIII�IIII�IIII�I�II�IIl1�411JAllllllllwlWllll�ll�llll�llljllll�ll11�1111�1�UI1�1I11�1U1�11111111) MAY 18 1990 1:2 o4 - w OWN ow"lb ISE 2EE NOT , 3 T`NE�E C2) �t^1S ,3 U I THUS I ` R f . 11101 141,01 1 11 _, s!!t11Ak11 • ,, ' LAM .� P q �o" a` TfZIP LIGHT LI rNc--�N IA . P ir11`CAT -1EAZ IP'>l�00r (NCIAA 312} A s CAT 1" A�= �C' 290 CD\I IpS L/F90T12 r-N) 0 'j _ C : CLX c-r rpt I C.AL. r nN T R ^C,TOR --- --� 2 LAMP ,24'0-48' GI;I.0 l-r1OFFEIC t-ITHONIA O / rw CC B CAT " 2 CVP ?-4-0 AIL CL.AMPS ' 2/4-0 W1ZS CIN) ACiZYLIC LENS 31 N R E+_E SOS I .1 - 4 - �uhFAcE �,nOUNTED FLJOF2, L.ITH0NA ' ' - ------- ' •L T F'!yc Y U t»E : 2 L_A P41 P ;L,+*x $ ' 1 �' `,' A �� ----- 4 l�._.i G G�T " _ L 4�A C-1~-A M P5 2/40W (Z'S C.1/V t 701 N IT IS 1 OD iZECESSEQ 57PPEp �►r r' LC OOwr'`I j- - . - E N. ,L..o CAk.T H7 -410 1- 150 w 24C) L -AMP) ' A A -----i I A A r 3% PAN 1 r L2" A.Fr uiVLEiti • - 1'yd' s G► G,gout4vw4ciI TyPC 20 AMP ;L^TED - ------ J T -----_— .- J --- ®� E X, T SI CSN r'(' , ,AS RLQU12ED BY LOCAL» ORDI114^NCE I r1 n I hF�K I iI II I II APCC.1^► L.. PUQPO NE i2GCCPTACLE. -- - � �. � � 4 I � � ,I� W ~ w- Y Q'r WALL MOUNTED "ACORN" C4Li�Si - � h A / J T �, ^ 11. A A ..L A —4 F• ` NGT 10N lb o x HALO CAT H 2 4-A 1 (I - I O O W A.. I q 1.it LAMP) ; (--- I --�- ----I _1 g:rj+Ir1C1..V 012 SCALT ITE prLEX G4YVIV CCTiCX4 - -«____-- 0 W Q n- r % OUT-LINE OF -. y} , I I pM�,�►� voL 7 �, IVOTEGI) .r p KF_EL_ :ACK _ N llJ TOT OUTt-ET r1.P , W l-) t tr i SEE SH T. �i1 'L _ J � � THUS) N ,,' ' ! ;IlktApAL_ C.wKta.L o�•.D SWITCH +�rvs rvUAL sT..aTca) LIGH T I `�I G PL A.N-4 NOTES � ' v u1 N-PUSCZg fr7i5►',:ONwEC.T SWITCH - � -- u w 2 -,.. AMP, ,�P Uh1L.E95 NOTED � InISTAt_L. TiMEiZ IN iC,IQC1•JIT 'T'O LQ �' - - -- LAI - TIMC GLU Gnu- ,..+,( SIGN SCE spE G I i-I C AT I ON FOR - - +'* ILAM �lrricC,. a y '�'`IC L.r.E{a 1�IC 1`4 E OUTLET �l►.T 110 AJr"iF W W � SEE NOTE 2- C C14- THUS) Q Q ' """""�► CONC>Qi"j' CONCEALED 4 . �� 2� v. 150 , 4w yC,Kv1G% tdr.. 'To T EU. GONTR,I,G-T"C�R MudbIr. a �I N O �L 4L MQ„�NT rIXTUVLES TIC.1/ + TC 80TTOM -T\VQ ELECT'6'�iC L P&NFLS. L x LIGHTING FL" pu1T EXPOSED Own 20 CGT pdNEL 3oo , 041L L 2 4 OF 2. �'> , - y gEN17E OUTLET 5oA 31'(SEE stow 0Et40TC '5 Nt>MC Rtu11V TO PA&t%ir .. GGT, P&MEL I �• I -� x� S� pA.AItW-& OCNOTES NUMBER. Off" WMC'S) (3� MouWr'IxTUSLES TldtHT TO V4CCR5Ipe NOTA 5) FUKNtSNED � r t.. OF �Xg ,�U15Tr (__G,1.1131N�.TION LIME G�ELAY REI_A1' �ANI=L ----t r-0 TA-LED UNDEE ThIS T WCrT C \YS'f T6GE M Vi IALR`( 411714 G O N T f�AC T. S= ��16w►•i"T' � MlbC r'owClP PI4NEIL. � SoTH AIR COMPR �SSORs 3o.v �,P. - �#10 - 3i4G ��LoGc>,` PowER GovIPANY � �`fSTI-M _1SEC7. REFER 7-0 ,� 5u�.E-r N1c_ - I Foa �Eou+REQ _ -URNISNED B1° O►NNc� INSTA+-QED �, �pc Foy �vNlE12 J ,, '� rrt� �:, �veTT►dwF- dwO -l- T ON REAR WAUL r G , , . :. JN►'TS - HIS CON FZAC MO' N I ED -- ` { . 4AJZA "ERIST C-S ' Plrai+lE 11. 1wT>ERNAt,. _ .J T I"1: OC 1,.�4 Y rd E L,d�y .� I W ff F-M sio c� =CEO M C TX R ------- --- -- -- -- _ "— " " „t' IDL.fi•" Vt.%,CC?NNC.CT SWITCHES �. sTA1tTE'R SWITCHEf ;�,�'*A, SP trd►�"IL'L..C65 040TCO�) rUR141564CO Sy 0Wr-m;Crt ImSTA1"1LEC ---Z -- - 8 \ i"auT + I 1 AcF of WELDER OUTLET for %%rmca.aIIaL CaNT.IiGAC.TC?IR•. - - -- �trlra ♦wvct► 'T I RACKING IOOA 2F FU�cN15HED 14,I�. a•2o,22, a To AIF, i NST A L L D u N D E ' `� GOM p 2 E5�0 R\s z r`` N ' i 2 0�20Ps THIS CONTRACT- 21, 23 a L_P PP _-. P H A�E p 4�/ _________ VOLTS l_ T S -- Y I c E N OTE W.L ------ PHONE PAh1E l.. C2 7H UQ R 00 0 LO&O C"TER AMPS I MAiN 200 4 , � P I \ LI , 23 /4N Q 31 -. � > MOUNTING I -- -»_ __ _--�'-- _ �- — ,STI _ - I Ile- cat .� ' —� J = --- �� fit' � g G7L U M N Q 11 0 TO {R. b C.iR. G1 R. l„DGsT IO+V Pt�.c LP-PP-Z9 i Wt ti 31 i°rE 6 �l-UMN ENDEFZ Z 07 1 '. C.0. Lm �t0. A C� NO. L C.0. M �Tt'S 3 B Ill #. I,K I,re►fefL wE� E.W G '�, �,,7, 2 5 2? t'LOO + IOP i.{G�NT� I 20 -r 3- `��-I" C. 5FE NOTE �, U p O �..{dlil►I r 1,'�Wo 4� 1 � _ � � - - INS-TALI. 2'X 21X3/c�� ' 1 ��= _ _y �4o � 4 1204 swop t OPP►ct L.�l�. I g0 p�YwooD ON WALL 'TO L_:rT b cn �► ' � "t�lA► I FOK TELE PHUN E �x►1. FAINIQ q OD (a 90? Swop R!! _6 I 1 20 EdUIP. .. E FL ED Vr5L '5W- _2111— w. \�_ O 9 Q. i .�" F �� E E WoTE 2, 1 SEEN TE �� q00 SAOV ouTL»C'T9 I 20 It _ , r �' '.-' •--- T b I t O / \ ` �, M ..:. ... uP- I - ... . ., q (� 10 D 1io OrR I C a OU L.iL �_� CUD �It,bH I f, / \� 3ik .1 H ATTR _ 3 �. N a _. �. IO 0 loZW OUTLET Q w r 1 Ibfi�i AIR COMPRCssoQ �o FOR PWONE # I ,1 to - — — I �� Ih?oG 1 If t lKi i b [ z ►2- /2 G - ' a s .....- - SY�,TEM •.T p P-L.IPr 33 - � -_=-�.r�__ - __—_ � f4 Ii�rtr % -,.,.._......J 5EE NoTF ri gKAKE O.:T�.ET 30A LQ ___ - f------ � � Z p 511'4 - I-UR N I'bH E v M 00 THUS) 1NiaTA1..'�ED >JNOE2 TH45 Q a CONT2ACTI 0 W rf r _.........»»+.�-� tto (�00 4i t�.ib °� 164& AIR COMPRC!!OR S !� M 6T i 0- C.,/T' 1 W 1� ; 0 ' C1 ILi 4440 1 23 i�tbr} ?,4 IGbG _ _ WILDING1 '{VALE, -Tr` t.ET5 ON KEEL. E`AGK ©� GONNE+rT1CN .. .. ... »..........R... ,....-. c a ��, i OGl1 O w I2 _ P l_ A N OF TAPE WORK ­IGHTS' d W ..1 1Y31 ZV �`' f r. -- Z= 15T ER 0LJT_ET 3E ON �NDEp�NDEN7 CIRiC• J d � 611uw- L.AT 1 '1"t �, t6 1�1N. FL. yQ,+ � ( . O 2. GASH C� � NOTED, CONDLJ 1 �"' � W � ... t31'�lbC�lE 3• ALL! HIPS � 5Ea A w ,� 12 N CESS .-.." .. 7�9 .l' I �� ( To ESF 3j4,1 TRA•G)E. MIN, N Q e ... w�►t $A� ! { - .,, 'J - r� OF AT 3'-p'� A F F IL t �:fT fOh __ 33 UU '�'� I 4. PnpUNT OUTLET'S u ALE I'zAGKING .I fpu-TLSTs TO Be INSTAL.L_�G7 AFTtR RAc+clNra I� 1N y r �q ,�ir�.�C I >lo ► , PL-AC,E > CRAICKI N� ff 1N 5 Tp.L.LEtD �3Y O'TN1�R5,� A�/OI D C�pK�N W . ,: I �Eae:.}r,9► 1 dip 9!4 15U GIROUNC7 -- D Q ' AREAS OF SHELVINC�) RGCEPTA��-E FLJKN15MED��710111t. ..,,. _».-.._..,._. .._- big 3 4 !irll►►fR� 1 V� GL.DGi2 AND CCaNNEC. 7F0 t�Y GENE*, - CONT - 1 A� -•-- y� ,Z G f3 N p E R R E Cr.PTAs.t- +tea "1 c� E3F_ NEMA 350 F=01a t E'1 S� i Irl• R Lr I t Ca'SC3 R FOR I P a = ARS ,P O FZ tN>=MA d U ° . w_ .„� s4, ,� s�� [ I so L. E C �% ' �' IGS ; wrl Ef�PER WEl-DER ouT��-cs TO 3e HOUNTEp ` ► , + µ M �r�AR� 1 �o WT AN C.- F. CJ! O N C O L.U Mi NI. 1kctom► >�. 7 � .7vID A F u��D DISC Of�lf�.lEG T 5w 1 rcN A . -I��T NO. INVAMMOM ' - .B L I ar Y .. -. .. , 7•. ., "_ .. ,,w,.~rrrl..,,w,.. ;w. .. ... _. ,.....,.u4_ • w... . r�'�oY.,U- ,. � ,. .. , ,,. w„ ... r — •— ._ v .. - � i , ' h'11k`•^f�:�'AO'�YV i11..r I/''Y!'11..''�9"�'I.:i”��JI[' 4"1M'�:'A'l •'N�MM`n'i1 • ,+Il,. . ,. ... .. " .d S,^.,.. " 1 ^_. 1- �I+III+IIIII�iII+{II+I,�,II�IIIIIIIIIIII111(IIII111(IIIIIIIIIII'III(IIII1IIiII� �111(IIII111I11�IIII(IIIIIII(IIIIIiI(itIIIiI(IIII111(IIIIIII(IIIIII�(yl,I�IIiIIII�II(IIIIIII(II�I,IIi,I�I,I11,+� -f W11 IF THIS MICROFILMED -? 3 4 5 6 7 8 9 10 11 1 12 DRAWING IS LESS CLEAR THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - -----_. __ OE 6c 9Z LZ 92 SZ. bZ EZ ZZ I 07 61 EII 11 91 ��1 bl EI ZI It 01 6 9 L 9 S b E ,nllnnl1111I11I111111I+n1I1111IIIIIIIIII�iIIIIIIIIIiiiIIUIIIIUIIIiIIIIIiIIIIIIIiIiIIIIt;�IIIIIIIUIIIIIIIIIIIIIIIIII�lII11111111I111111111Illlllii';�IIIIIIII�IIIIlII111IIIIlIIIIIIIIIIIIIIIIIIIIIi'IIIIIIIIIIIlI1111IIlUlI!ll�lli!IIIIII1llIIUIlI1111I11llIIIIlII111IIlllllll►IIIIIIIIIIIIIIIIIILIIIIII MAY 18 11990 1 I ■�r NMr� � ■rn�r tele■ weer■ ■ �� ■weer■err■err m err■err■reel■err■mor■�■r�■�r err ■ ■mor■ - . . 1. . .: •., :,, �, ,. . ��.... ._ .... .. ..._....__ . -. ..- - r I 11 I 11 REVISION 8 SECTION 2C - PLVIN6, CUR88 AND MALES 4A-0Y SCOPE SECTION 4A - NARY G. Ilwh Do mos Lumber Cort SECTION 7C - SPANDREL PANELS - Type I I " IMSTRU TION TO i1Y �DERS 2G-01 SCO R Provide all labor, materiels, equipment, mrd perform all operations S All dope must met or exceed commercial standard CS-171 . 7C-Ol SCOPL� • neceasery to ertctiow of all maseary. Stssl Lintel• to be furnished Trowide 1-3/4 loch thick flush solid cora wood doors with lrovide all paving, curbs, and walks •born and specified, Orasr to furnish insulated spandrel panel sad eels, . G NEtA �U RTRUCTIUN under Divloltm Sof thea specifications. reeved lrmbtc core, birch rotary cut [acs veneers. �� �- including but sot limited to: caulking shipped [o site. Contractor co tdst■11 all Z MIDAS NUIFLLR StlOp - AEgragate compacted bees course. 1A-02 �� t. !rsliaiclted Wood Paneling. Asphalt is concrete paving. Do nut use calcium chloy ids in mortar or grout Ca+lr with require- Provide Georgia Pacific 5li2" :hick paneling, Firelight series, materials furnished by owner, and cut to fit a• nsctsracy. Come rets curb sad/or gutter mance o[ for 'Construction Protection Ss.:osmsmdationa for Cold Weather. friendship Birch Ilnish or approved equal. Install paneling 7C-02 EXISTING CONDITio NS Masoary Construction' cf trick Iastitate of America (ALA). wet drywall base uriag Paneling Adhtslve. Where supplementary Before sreetlon, inspect all framing ■asbarr to which p V/ !ca-cast concrete Dumpsce. siding is applied and raporein vrlclaC any inaccuracies 4Ar•03 PROTECTION ea1lf.ng it required, use color coated axils. off.,,. Pa int td striping sad marker► vhwre rhora. which will affect erection of the panels. Go not apply 13-01 fig - Concrete paving. lrotect completed work ti-t- wind, fressing, rain or sawn, o, other I. Plastic Laarraate Couweer lop. ■aterials to unaatlsfactory framing. Application of Kra Loup rum p oporals are mos uestad cover in the rock action that would detract from quality. Counter cup shall be fabricated at Nev■mar 5-4-14T Mayan� Q t 2C-02 STANDARDS ■aterials constitutes acceptance of [he cubriratt. �i ousllaed La the aeeowpenylag Drawiaga and Spselfieatione. Cos[e to raqulrementa of American Association of Stets 4A-04 WETTING OF BRICK Gold, or Pioaits 3-SOL-3 Sun Telles. Color to wrteh yellw 7C-03 MATERIALS . Thin work •hall be ib■t aecesrary to coaetrYr t Y nor Midas Rlgbray Officials (AASYO) a• applicable. Vat brick so that each unit is warty saturated. but surface dry whom speadrel panels. Alurnrto is Durabeauty Z-01-T Primary Tallow. Z Cr J. Window A. Ovnar rill provlds following: Mnitlsr Shop. aid all appurtenant work on the Owner's 2C-03 �k►TRRIALS laid. Sill property incited whets Meted oa the cover letter. - Coacrtt• - a• specified in Division 3. 4A-05 DLVECTIVB MATERIALS Provice astarlal so described in 90-05, floor Paver. -1/8" panels !a 4' z b' sections, exterior Midas a W reinforcing - as specified is D1vinioe 3. Do not ora masonry units v1tD chips, crrcke, void■, dircoloratlsw• or 4A-04 INSTALI ATION yyellow with pea-applied decal let ter tag //��� A. Stud /raaia -k" H-bars, "J" mo ld in a and corner connectors Im 1i-02 litTSRiRRtATION 01 CONTRACT D UMRNTt otMr defects. t g -.�....._�.- - AggregaCe Dare coYrse for p■viag. tlwrd and durable -Caulking, /737 Neutra Sealant. tsqussts ter istarpretatlous shall be ■sde la wrttieg. Amy crushed rival, scone or ala rttsonabl tete t:o■ clay, 4A-06 T MTKRIALS 1. Plater sad stud wstmbtrs: toter retrtion of the moo need Contract potumomts rill be t t y mortar tort conform to ASPM C270. Below rade, type S. •. Provide Singl• bettor and double cop plates for -►i pias touch up ps1nC for ezterior. _ . p D P •lit or other unsuiC■bl:i materials and generally grading g loadbwrlag parcltioos - 2 f.s. thicl b width of 8. Owner's supplier ft:r panel sad building letters sad• only by AddesdYa. 1800 PSI, above grade type M. 2500 PSI. Y coerce to Ilse. Northwest Systus, Inc. ■u oral laterpretation• shall be nada to say bidder. Mortar Mi: - Masonry cement ASTli C91, Type I1, as srautactuttd etude. iC-U4 ERECTION Arpbaltic concrete pwviag. Provide asphalt concrete coo- b. Provide ria le bot and to lata• for nod- tsinin uxi , mum by Brixment, Rich Mortar. Atlas, lfedusa• t D D Performed by Codtraetor or hie re ressntacivs in strict -- 15-03 apOtALt t percentage of bitumen tognthez with ratttial Sand ASTM C144. Clam, sharp, uncosted groins. t Pr D paeeln the No. 200 sieve, and 100 loadberrla rtitlomr, 2 la. thick by width of ! ` E percent pacalag the accordance with ■anufactursra Lns[ruction. V a- a. Ttoposala rust be ■ed• on the blank Eorms isoYod Eor obs Water - Cltaa, potable, and Eras of in]urioue eltmadtS. studs. Lrecc ell antis lush aid true. A 1 1 . 1 y inch sieve for surface ■ixcuce courew. p p pp y H-bar ■1 ■ purpose by the Oraor. Portland Cemswc - ASTN C 150, Type I. C. Provide studs In continuous lengths with •plicas. •ztrusion to Dia anels. Place anels tl h[ly a alnst Q Pricer - Cut beet liquid asphalt, ASTM D-2027, grade ap- d. Overla double to ] D D t t 0 Lim - ASTM C 101, 'type S. p p plate (152 mm) at corner@ asd propriata foe local conditions of sail sad tnmparature. interoseclon@. masonry wall Ln front . Slide into top sad bottom "J" molding M ►. Prepoesl• [ball bs clearly arcked with the aims of the - Stri is sad Parat - Ysllor 4L-07 MASONRY MATERIALS (Use typo of block as shown on the drawings.) ► g peter conforming to ladaral a@ a`novn cad the drawln s. No faacsasre shall be virlble on 11IT 11der sad shall be labeled: / TT-f-115. Slump block AS1?I C90, Grant N. Type (light tea color). •. Ince nail upper top plate to low• top plate. B Spic. 2t:-04 INSTALLAYIOM 3p11C Fact Block - ASTM C90. Grade N, Type 1 (light tan cola•). f. Anchor bottom plate to coocrtts slab with poor the exterior face of the wall. driver, studs, spaced 4 Ct. u.c. Caulk all sada ]oYnts with caulking compound. LOestloa - City A State lrovlde bear is locations rad of t Load Bearing Hollow Units to be ASTM C90, Grade N. Type I. Caulkia¢ after erec[!on tzcept fnr soeci■1 coadi_[_iyaa_ ype@ shown or specified, 4A-08 FLASHING, SEAL, AND JOINT MATIMIAL g. ?slpl• etude ac corners and partition incsrsecti�n:. Q but not lest than 6" thick. Spread the matsrlaln to obs it not er.c�pcable Biddsrr Name Copper - paper laminate - 3 ounce copper sheet, bonded between two t• tloekfag: ]C-OS Ch li .s dtr esired cross rection sad thoroughly compact by rolling Locate blockln co tacilltacs installation of finishia materials, layer• of fabric. g g After •rscclon, clean all surfaced and leave all work W N t. All envelope@ shall be addreraed to the followldg: ritb 10-tea smooth wheel rollers, or equal aquipaenc, pre-molded control jofac seal• - to be polyvinyl chloride fixture@, specialty Rema, and trim. Apply prime coat to eompaeCed aggregate Dare at a rata of fete of grist and dire. Contractor shall wash ezterior extruded strip. C. Wood Joist framing: 0. 35 gallon• per •Quare yard. Apply anphalc concrete course aurfacns of spandrel panels with a mild soap aolutioa ' • I) Midas Realty Corporation AA-09 FILL INSULATION 1. Install with crown edge up. g.L, ou cured priced bras la locaCioar shown. Where thicknae• and risen with clean waver. 2Y2 South tier mos ldr Plass F culatloa shall bt Zoaolit• or equal loose t211 lna:►latloa Z. Support ends of each member minimum 1-►i in. of bearing Chicago, I121aors 60606 ie not rhora, make not lees than 2 inches. C&acrete Curbs - Construct concrete curb• for roads sad conforiing to ASTM X516. on wood and instal. Attn: Natroael Cowetruction Manager 3. Support ands o[ each •ember mltimum 7 in. of bearing on SECTION 8A - GLAZING AND ALUMINUM S�OREPRJNT paved areas chert shorn. Round edger of curb with tool 4A-10 MASONAT CANSTROCTIOII_ v � �" . designed for the purpose. Dram• edger et ell joints. Lay out all work to lints and tlwatlone indicated. Courses 4. Bored Nolen: Maximum 1/3 dnpch of member, 1 la. ainimttrs BA-Ol SCOPE in G T) Regio�•1 Cowstruetloe Nan■ger Provide ■month broom finish on all exposed surf acs•. Provide ate to be pluwb add Intl, with uniform thickness 1n bed and Provide all aluminum storefront including doors, door distance co cop or boctam of ]niers. joints not to exceed 20 fast on center. bead joists. Solid units to he shoved into place with beA and hardware, alt glazing and caulking required for in- �. The proposal suet be properly signed sad contain the D. Plywood aubfloocing: W '^ Concrete Yalke - Codatruct coacrt[e walk• where thorn, S head ]uldte full. Band back up to fats Drick rich joint relntorce- •calla:ion ae shown and specified. �/' Lull errs of tie art or amiss makin saws. 1. Install rich fats grain perpaadiculrr co ]nista; sad joints P r P t inches thick, of us rtiaforced conertcn. mane Hollow unit ]nine• to fully cover lancer and ester shells. 8A-02 MATERIALS occurring over the ]slats. J Plwca y inch ezpan/top joint@ across full width of walk 1111 ears rich loculation chart imlicated. Fill cores two courses A. Aluminu■ e. poo orals rha11 bs received b Midas is vrltir on 2. Allo 1/lei in. space at cud joints and 1/8 in. ac edge 41 0 P y t •hers calk abut• curb or bulldla Provide broom sh. belw •truciural bearing points, and cores whish rentals ntuhoz 1. Aluminum tube fearing shall be equal to Kawrtaer the Bid Dut Date. t• joists. a. bolts. Extend masonry co overhead conatructfno. Close all Tri-Feb 450 Sysr.em, Aluminum Association 2C-OS PRECAST CdN(�IETE PARRI)1G R1NU'ERS 3. Stagger panel and ]Dior•. Prowide precast concrete parkin b voids. lMatly tool all joists la tzpoetd masonry •lightly coocevs. M12C22A31 (Il7 dear) finish. !. All moo owls @hrl. include a co■ feted coat ►reakdowe t bumpers where indicated non Bits plan. 4. Hail subflowridg b ta. on center •laag panel edges sad S P P D Eminforcing La required in every course of stack bond masonry 2. Doors and Erases a.:"I1 be 190 series, with style a1-� torn for all trades. The total of all coats shall s ual 2C-O6 G1lARANTa 10 in. exu center ac intermediate supports with Bd. zing tie moo esti pus. q The Contractor mad the paving Sub-(',contractor *ball individually and rolls. "P-2" push bs, and pu.l. Include al w Laun P P �oiatly gnsremtse that tM asphalt paving will not mettle. ravel. 4A-11 CLEANING BRICK • nails, or moo joists. g. Ridder •ball submit wait prises tar additioarl cork ar cheek. split, or cher otDmr detects. Wash ora finished brick surfaces with clean solution of 5 percent L. Millwork: thresholds, bumpers, and codctaled overhead . SECTION TD - CHAIN L may be provided un chs Proposal Form. muriatic acid. Remove excess mortar. stain, or discoloration. All work to bs ly fit. accurately ret to required lints, closes with e.►ch door. Provide key operated INK fENCI1IG FOR TRASH mIL7.OtQRE lrotect other ff.niahtt. Rust rich clown outer. levels and dimensions in eccordadce with indicated de[arlc and dsadbolc at entraaca door. measurements taken at job sits. Erect work plumb, true and Pully weather sirf.p all door• with pile type I equate. Stt call• for putty. reacher stripping la recessed retainers. t SECTION 5A - STRUCTURAL STEEL AND M.:SCELI.ANEOUS METAL L a f o r c e for a 11 hardware. Re- SECTION 1 ALTERNITLS 211-01 t R SA-01 SCOPE Assemble and install unit• without face nalltn¢ �= 13 Provide complete chain link fencing installation. S feet high. as B. Glare - All glass -hall be equal co products of shove and specified, on site plan, including but not limited to: Furnish. fabricate. deliver and erect al. structural steel and where possible. Perfur■ work in cooperation with Llbbe Owens For Com an � o[htr trades. r D Y, meeting Ftdtral Spec- lA-61 E ERAL miscellaneous metal, including but not .laltad to: ification DD-C-451C. or thus nr nee of def in to work umdtr th1■ subdivicloa. 1. Chain orae fabric P P d 2. Lias corner and sod posts - Coltrane, bow. -%d girdtrr, lncludiajail exposed steel Set all work Lo place using wooden grounds and . the re�araing divisions which describe, la geasral . the is exterior ale. ions of the buildia{. centers ar nscssaary sea that all work rill ba per- 1 . float glass - Glazing quality V' material. �mms Did rock era referred to herein3. Corner bracts after as "Basic Prowl a grey tinted or c ear, tempers or Miscellaneous ; 1lpecitieatioas"• 4, t�[up and bottom rails - Miscellaneous plains and anles. feccly level and plumb. 0mder the appropriate tree number oa thv _opoeei iota. 5. Gates - Anchor bol[•, bolts, and all other fi:tings, hardware, anu welding !. Wood Doors and Hardware: untempered as shove oa driving■. 2. Double strength (DS) flat draws, "A" qualltq, 6. Concrete slab and post footings work, necessary to properly install nark under this section. Hang doors sad install and ad]ust hardware furnished clear, 1/8" thick. state the amount to be added to or deducted from tis base 7. All ueceesary, hardware and eccearoria• required for a comrple.• ~; g under subdivision 8G. Dear• to fit with close col- bid if wart ac daccrlbed !o chic subdivi.lon i• accepted. - IME COAT neon lintels co macrxt. seance, without bladin Deliver all kt e, moo eel ). Glazing sealant - equal to General Electric S! job, SA-02 PRIME COAT g' y D D y :laze, for all exterior applications. I - . Applicable provisions of the Basic Specifications apply ZD-02 KUMACIURM Provide coat of metal protective primer ext all aurfactn of structural marked, [o the Jwner. to all al[traate rock. Remove dunes, when directed, for flalshing. BA-03 INSTALLATION 0 r O Page Fence, United States Steel Corporation. Anchor Post Products, •cool and miscellaneous metal. Do not paint anchor bolts. Use A. Aluminum work. Dtarings indicate eztsnt of ■ejor alternate iter• of Inc, or approved equal. primers specified under Section 9C - Painting. Rohan doors and read east hardware Shen finish eoastructlon. Carefully check drawings fez ■odlficatloas 2D-03 MATERIALS SA-03 SPBCIFIGTIUNS AND CODES paintging is cospletedjand paint is dry. Iaetrll the wall to provide for expansion or to Dullding due to coartructioa of altero■tes. A.Posts, rails and braces: All tubular wsa, t• shall eosWly W G. Hollow Metal work and Hardware: con[ractlon of the compontn[ ■a terlals. Q �` r wi t structure stew ahapies and connections in accordance with Where aluminum is placed in contact with, or . Coamlder la the amount of each alternate, items which must rich provLione of AS1?i A 120, Schedule 40, for twighc and coating. the provisions of AISC 'Specification for the Design, fabrication Anchor doorframes to floor with two bolt• ac each O 1i be credited from the base bid to rwf'sct tb• true picture .. orb col Sec frames plumh and Laval, and brace [wrttned to steel, coaerete, mortar, or ■asoncy, Y� 1. End. corner and pull post: 2,875 O.D., Schedule 40 Pipe. and Exectioa of Struetur6l Steal for Buildiage', chert appllcaDls. j P• palet chs contact surfaces with a heavy brush coat . O . o! cetuwl add itioaal a■tsrlal sad labor required to ptovida 2. Lias Posts: lU'0" maximums acro " Provide zinc-coated fasteners for axtarior we or where built into securely. of alkali-reslatant bituminous paint. tach altern■ts item. " spacing. 1.90 G.D. Hang doors accurately and securely, applying I 7. Gate Poste: 1.875 O.D. exterior rape. U@e only stainless steel screw• for aasesbling i[h•re alternate• ars rsquaeted in the form of • pries per 4. Top rail: 1,660" O.D. 5A-04 MATERIALSmpona all hardware and leave In perfect condition caper. wait, ice• of squipmset, or single location, the Owner re- S. Post bracing aasaatbl7 shall match top rail. Brace rail All Steil to bin ASTM A 36. ualsms otherwise indicated. High strength completion. Remove and replace defective work. stainless steel sad aluminum contn and only serves the moi Dt to ecce t the alternate for Doe or more " Deliver keys, properly identified co Owner. •taialeaa steel bolts for arsambllag anchors to t P assembly shall be complete with 3/S dia. rod and adjustable bolo, nuts and washers to W ASTM A325. of tbase. or none, a• is moa his bast interest. take-up. 5A-05 FABRICATION tames. SECTION 7A - ROOFING AND SHEET METAL Provide concealed fasteaidgs wherever post ib le. lA-0 R ALTRRNATS N0. 1 B. Chain link fabric: a =irate rc:urdiag to applicable pzovlaiona of AISC cods. C1o►ely _ Whirs azposed fastenings occur In finished surfaces, ormp qte nsfallatlon I� start up of infrared heating System . 1. One piece fabric widths. 2" mash, beat at top 4 bottom. fit, join and reinforce mon workmanlike standar. Provide all lugr+, 1A-03 A TEENATE N0. 2 t map 7A-01 SCOPE provlds oval councsr•unk type heads. „�• 2. Finish heavy galvanized - 2.0 ounces zinc par sq. ft. bolts. rivets, anchors. and other farteain n [or c lett erection. b. Glazing SYp�ly sad la.cali_evaporative Coolers . complying with ASil1 A 392, Class 11 or Aluminum coated - 5A-06 Litl•CT'ION Provide all roofing, sheet ■seal, gut[• a and c ovnapou[a, ►or glace in aluminum frames, provide preformed ' 0.40 ounces aluminum per sq. ft. complying with ASTM A491. Ere•_t all work in accordance with AISC coda. Use drift ins to bring composi[rnd flashings, roof insulation, flashing cement, SECTION 2♦ - DEMOLITION (WHEN APPLICABLE ) D t matting blocky with shore hardness of 70-90, Class 11. parts together so that metal will not be damaged or distorted. tiDerglasa tape, cants. fasteners, accsec:,rles and labor aaoprene, 4 inch minimus length, set at quarter C. Accessories: All accessories, except tie wires shall be Drifting to enlarge Imfair holes is riot acceptable. necanaary co complete the roo[in; work. Build in Items points of bottom edge. ZA-01 SCOPE ga�isid to comply rich ASM A 133. UN of gas cutting torch !e not accapcabls for corraccrng such as lead Wlumbing and vont flashing• furnished under lrovid• all demolition cork Showa on drawing• and @pacified Iaapecc all openings to be gra:td, and notify the r Feet Tole: shall be pressed steel, or malleable iron, designed fabrication error•. other division•. Mlrsia. lneludiag but sot limited to: as • weathertight closure cap for tubler pants. Provide tops Prwida all protection, plankirg, c&vwrldg, etc. required by law 7A-02 FACTORY MUTUAL Ornar • Represantacive of any defects which will 1. teaovcl or filling of uadergrouod storage teaks. to psrmi[ paseage of top rail. ming jurisdiction. Entice roof conecructioa including flashings to comply affect satisfactory installation of glean. ' -2. Wrecking and removal of curbs, walks and other pavemaat. D. Gates: with requirements for factory Mutual Clas■ l insulated Beginning glazing constitutes acceptance of cod- a. Yreekiag sad removal of building(•) . Connectronr shall be AISC standard. dations. 1. Fabricate Gate perlmater [mama• of 1.90" O.D. tublar tm■m, re Ti;hies high strength bolts per AISC specifications. ■aril deck construction. 7A-03 MATERIALS Rabbet■ Ln wood frames to bt ;.rimes add dry 4, Wracking sad removal of arcs acructuzrr ouch as retain- Galvanised. ASTM A 120. Provide additional horizontal and Welding shall be performed in accordance with American Welding before glazing. ing calls, teeth brrins, pits, culverts, feats•, and vertical .sabers it required t& insure oropsr gat• opet■tioo Society Structurnl Welding Code - AWS D 1.1-12. -Roofrnt: Glazing work shall be perfor�led �y •killed workmen Mfay other item• noted on tete drawings. and for at[achamuu vi isbrrc, hardware sad eccerec•rre@. Coosa Lintel• shall have minims bearing of 8 inches on each and, Johne-Manville Speclflcation 400-P or sad in accordance with best trade p-acticea. All Z S. Tarminacion of utility conatctions. Provide diagonal eross-bracing consisting of 3/8" ala. P1lnckoC• Specification A-4-M. instructions of the glass sanufacturer and the . 6. Frotectiod of reaslaing work free weather or other adjustable length tows rode oo gates where necessary to -Flsahia O damage than demolition work e:rposes or endangers cork to SECTION 6A - GRPLIITRT AND MILLWORK B' pzio[ed direct lona of the gra:log saterlala maau- provide [tsar rigidity without sag or tweet. 6A-01 SCOPR Johns-Manville Speclftcation PE-4-P, nr facture• shall be •[rictly followed. remain. P1lntkute AM Base [laahln with 5 course flashing syeten. Aping of glare edges im prohibited. If factory 2. tete hardware: Provide the following hardwire and accessories Provide all labor, materiels and •gtnipment hecsssary to complete all t Ni 7. ProtecCiom of ad area[ proparcles when re wired. t -Vent flashing: edgework has been nipped or altered, remove gismo and 14 j q for cath gala: finish-hatvy galvanised. carpentry work shown and specified including but not limited to: A s recommend ed b Manufacturer of roofing system. . 8. Iatoraing adJaceac prapstt7 owners and utility eompamraa Hinges - Pressed steel or malleable iron to suit gats - Ali blocking, furrlag. nailer•, plywood, [ruing, lumber, an Y replace with new ■acerial at no additional cost. reSuired. size. non-,lift-off-type offNt Co perai[ 180' gate opening. say other rough lumber. -Cutters and downspouts shall be 26 gauge, and sheet metal !. lostiag bond rhea required by authorities having juris- Provide 1 pair of hinges for each leaf. is - Light gauge atsel joists when applicable. cap flashing and cleats to be 24 ga. hot dipped gal- bA-04 CLEANING diction: - Treated wood blocking and nailer@ at roof. vanized •heat steel. Upon coapletioa of lnsta11at1on. end when directed, titan O 3 24••42 MICUTION SECTION 2D - CHAIN LINK FENCING FOR TRASH ENL-^eUURE - Blocking for &warhead door installation. 7A-04 APPLICATION Of ROOFING AND SHE@T METAL work which has been •oiled sad present• ad uSaaticf■c[ory Z ` Wreck out and reaovt work to bs deaolr•hed. lrotset adjacent y=' - Mtt Insulation where Showa in building inters^r. All surface• on which or against which roofing mn J -r r7 prop•rtiee fro■ damage due to debris. dust or other auiranca. - Latch: Forked type or plutotger-Sar CTP• co permit - Wood door*. are to be applied must be clean, drp, smooth and rigid by the manufacturer. Ramovt and replace any and all material t L.-1 lreteet portion• of work to remain by suitable roans. Comply operation frog eitMr aide of gats. Prtrvidt padlock •• Setting hollow metal rock specified in Division B. before and during applicacioa of [hs roofing waterials. which caaaot be restored to original appearance. �� . � Roofla saterlala to bs installed in at;ice •c cordrnce BA-OS GUARANTEE fittl rsquiresent• of all authorities baying jurladictroo ,eye as integral part of latch. - Iutaloetron of flnirb hardware ep.cr[led 1n Division 8. g , ►urar@h as written urrantee for all work in chi■ subdivision w ., with eaau[acturer r printed specifications. t T_ {..iL 3reludinR OSHA and E.P.A. - Reaper: Provide keeper for all vehicle gates, which - Preflaialud wood penelrng. 7A-OS GUARANTEE to be weathertight. Correct all defective work sad/or _ All material ruulting from demolition skill become the sutomatieally sagages the pts leaf and beide it is the - Salo counesr - cwtplau detlelenetu which may occur vi thin guarrntee period without 1.] property of Che Coatrect&r amd •Doll be removed from the open position until annually released. - Coffee bar cabinets and counter top. irovide a Contractor a guarancec written by roofing Sub- �_ •its and legally disposed of. - Double Gotta: Provide ata stops - All rood window and door £tame• and tris. concraccor, councersf.gned and warranted by the General eddi[l.oaal cost. _ g opt for •11 double gates, 1 . g' tnckfill all excavations resulting fro■ demolition ae consisting if mushroom type or flush plate with anchors. - M1ecelLaneous rough hardware. Cootra�tor, stating [hwt all defect:• in the work executed SECT IC►i BB - HULLOW METAL WURK 11- . npecifled in Ssctioa 2B. Set in con.rate to engage the center drop rod or plunger under chs subdivision will ba repaired at no tort to the (1 6A-02 PROTECTION Owner fnr a period of Flve year• Eros the dace of final 86-01 SCUPL LJ r`L-1TL-/.; ,,. bar. reside leckiag device and padlock tyro as mon A. Lmndlatoly upon delivery to job site, place materials acceptance. Provide hollow metal doors end hollav ■tial frame• as SECT ION_2B�LXCAVATION, FILL, GRAPINGI TOPSOIL integral part of flu latch, requiring Das padlock f.or locking both Batas leaves. in are■ protected from weather. WB. Protect •heat materiels frons corners breaking and damzging SECTION 18 - CAULK.NG shows add specified. n- l41 Non E. Carcrete: Provide concrete as specified in Section 3A. � 8B-02 MANUPACTURLRS � r� trowids all excavation. backfill. grading sad toproilrng ZD-04 INST ON surfaces. while unloading. 7B-O! SCOPE P r -S 1-9 •Mown or r stifled. facl.udrn but sat limited to the 6A-03 MATERIALS Provide reduce• manufactured b P t Do oo pri&r to complstioa of final grading. Holes for Provide caulking as indicated on drawidgt and .r. - Johnson Fireproof Door Company. A. Limber: �--_ lellowing: post footings shall haw ■ diamatar of 10 . Excavate approxrmataly specified, including but not limited [o the foill.wiag: - Coleman Fireproof Door Company. l(� 1. Specified lumber dimensions are nominal. Clear. •its of a- , rageta ion and dabrl• of all kinds and 3" deeper than port bottom. with bottom of poets ret not lees than -All labor, scaffolding and equipment. - Rlch7an Pireproof Door Company. remove from site. 2. 192 meaimwua moisture coctteuc at else o[ pervasnt closing 36" is concrete bass. -Control joints in masonry. - ?rusbuilt. In of building or structure, for luabsr 2 !n. of lees - 'Perform •11 rough grcading to elsvaCione •bows. full fabric taut and cit to posts, rails r:nd tserion rirtt. -Joiacs between masonry and steel. 88-03 !RAKES Ex=ovate to sou h sub reds• for fouadalioaa, rlabr, walks. o�miaal thickntar. -Jorats Detwean masonry and aluminum. A. Pabrication sad vorkmartehlp: R t Install on Inside of porta. and corder to framework so that the [a0 � Q 3. irrmiag lumber, 2 lo. to 4 1n. thick, 2 !n. to 4 1n. vide. •i[e structures, driv•wayr, end parking areas. remains in tension after pulling force is released. -Joiata between insulating •pandrel panel• and a :eel 1. All frames full-welded unit construction of 14 Ga. 0 - Provide additional till of t e c acitied. and/or remove day commercial softwood species: and/or ■senor rP P Install gator plumb. level sod secure for full opening without y. stretcher levelled Eurnlcute sr�e.'.. Maku corners a:cess excavated aatorial Erom rite. •. Light fr■aicg: . interference. Iaetrll ground-sat ltem� 1n cmcrete for ancborsge. (1) General [ruing: Standard and better or Stud -Joists between aluminum frame. sad steel. full watered reinforced. Grind sad drerlr veld• irotect wdjacent etrurtursa Ero■ eattleaent sad all other Adjust hardware for smooth operation. rade. -Mlacellansous openings and joints where required to smooth. M dasagw, there applicable. by appropriate ■same. eNote: Standard enclosure to be fenced 3 sides, with dimensions t asks building weather tight. 2. Provide all frames with a steel spreader (2) Plates, blocking, bracing, and ostlers: Utility 21-02 ]iA ERS IALS 1 RT Y 14' including one double gate. unlsw othetvise noted oa a.ads. -Joints between saeoery ■aA wood fremam. te.poracily •[cached to the feet .if both jambe J • Use &nly fill free of topsoil, [cost, large . k, loan, drawin s. -Provide cnmpreamlbls filler where called fnr on to serve u • brace during shipping 2nd J demolrtiue debrlr, alt ortaalc ■after. and excessive moisture t b. Stud•: drevings. handling. cosiest. Swed or beak row gravel ere ■1@o tecaptable back- S&CTION 3A - CONCRETE (1) i.oadbasring: Stud, Standard, or No. 3 grade. 7B-02 MATERIALS 7. Kaoc►ed-down frames are not acceptable. M fill wateri@L. --- (2) Non-loadbearing: Ut.tllcy grade. a � O 4. Structural joists and planks, 2 tn. to b !n. thick, 6 !n. Exterior sealantm shall meet federal spec. TT-9-230C, 86-04 DOORS 25-03 DEt[ATERING 3A-01 SCOPE and shall be one of the following: A. Workaanshrp: Parfora earthwork under dry conditieoa. Provide pumpin19 �. and wider: Y D P t lrovlde all labuc, materials, fortrork said mlecellsneoua acceewtie• A. Pacora GC-9 S nthaealk one art olvruoflde.Metch 1 . Provide hollow wetal door• of sista, type■ sod aquipaenc zc wired to kat excavations free o voter a. Allowable fiber •trams in beading (1b): 1500 P.S.I. deet n indicated, 1-3/4 inchsr chick. Door q P sM services ascaesary to provide all concrete cert rbewe .tad b. Modulo• o[ alascicity (B): 1,800,000. t, color adjacent to block, t � r accumulation. •pacified, except exterior concrete paving specified 1a Jivisioa 2. black between structural steel and yellow @pandrel faces and ndgaa must have no visible Beams orW o .� 25•-04 LAVATION 3A-02 MATERIALS c. Maximum moisture contest 1911. MC-1S or KD on 49 rade st panels, aluminus, or other rtnn masonry materials. joints. Top and bottom edges closed flush . ,� o xtavate for,footings sod grade bases to depth indicated. rete - 3000 PSI at 28 day, 6 begs ASTM Type Ili cement per g � B. Dov Corning 195 milicone rubber •ealant,macch color Se■1 tops of exterior doors agaiaet water � M Excavate for •labs on rade to sieves iar,hes below to of d. Dense Southern Iir, Dtnso Southern Yellow Plne, ear . Z t D cubic yard, err entrained 72 to 62 by volume. S:uumup at time of MG Souclrmrn Yeller Picts. wdjtctrt to masonry and black hetweed steel and all penetration. Provide opeainge to [ht bottom P t placomrrt 3" to S". cloeurw of ezterior doors r.o trmic the seta e slab ele�retion. Excavate fn: bltuslaous ruin to •l•vatlon other mecerials. P D of bettor of bare. Excavativa •hall be I.ar • enough in all 5. Glued luinatad beama comhination symbol 25f, Fb 2400 ;, •, t t - Bar relaforcomertt - defortmad steel bars. gr@de 40 having 40.000 PSI, E 1,BO0,000 PSI. C. G. E. Slrpru[, color as In "B" above. of entrapped moisture. ff . dir.ectf.on• to pwrait erection and remove). of farms. Earth PSI yield strength minimum. Mesh reinforcement - welded wire fabric 6. Furring and grounds: D. Becker Rod: Equal Dow Ethafoam S.R. 2. !■bricata doors of 16 Gw. stretcher levelled V a J forme are unaccapcable unleSr approved by Owner s repre�en- ctxmplytng with AS2!( A-497. Interior Sealants: Pr de oleoresinoum material meeting furniture steel. MinLr+m grade, No. 3. Comnoa. ♦I a J tative. II a:cavrcion i• taken to ■ deWth greeter th@n - Vapor barrier - 6 ail thick polyethyleae •heat. federal s�sc TT-S-On598i Type I. 8. Clearances: specified, contractor •hall backfill to moo er rade vitt+ B. PlywooA 5rrb[looring: 1. Allow a clearaaca of J/32 inch at orbs end Aeed I D D t - Concre¢e sealer Iurdemar - "Lapidolith" a■ mrnutacterad oy Sonseborn - l. Grrde: Staaderd with Exterior glue. 7B-03 AlPLLCA?ION j % s N2.000 P5I concrete. concrete hardener, 3 coats. Sealer to be "Clear Bond" by Guardian 2. Identifie■tion Index: 24/48. A. E;amine ]Dint surfaces to which sealant is to be 3/B inch maximus at door Bill@ where no thres- 21-OS UNCE SOIL CONDITION4 Chemical Co. and aoplled oat manufacturer's specifications. applied. Notify the Uwner in writing of any hold is used, apd � lath uziwu■ betwrm door W M Q t If ueaccepeb�a soil coeditione, not anciclpated !o t'ne 3M03 109)WOIK 3. Edge: Tongue and groove. C. Plywood Roof Deck conditions detrimental to the proper completion of n ad threahald. doeuaents are eaeouetered, Contractor shall notify Oraer's Forwork 0a11 ba, sat plumb, level and tight enough to prevent 1. Geode: Standard rich Exterior glue the work and performance of the sealant. C. Door Louv@r@: TO O rapes@entstiva immediately and request ditectioe. leakage and tolerate vibrating of coaerete. Surfers o! forme rhmill b. Do not proceed with inrtallatinn of scalenes under 1. Provide metal louvers for donee and ■oust /lush 25-06 C FILL 2. Panel index: 32/1b provide smooth finish to exposed surfaces. Apply [ores oil Print D. Building Papur: adverse weather conditions, or when temperatures Into doors without overlapping molding•, faD- m O ackfill •hall be placed in 6" lifts, and compacted to 952 to setting reinforcing. Do not we earth forum unless approv by era beluv or above wanufacturer' s :ecowsended ricatsd [roe 20 gage steel of inverted "V" tf saxiaum densis under •labs sad evesent and to 902 1. Watarborrra salt presecv•tivas Eor painted, stained, nr exposed l" thick. r P Owner's representative. natural wood product: limitations. blade type, rlsewbere, by mechanical means. Grade [ilia/ ars■• any 3A-04 SLAB PREPARATION C. Rake out and clean joints to remove all spell and 86-US HARpWARE PREPARATION [moa building. prior to placing concrete. compact sand [ill under slab to 932 a. AWPB LP-T, above ground applic■tioa. : 0 U P t b. A1.RB LP-22, ground contact application. debris. Rnmtove duet and Ells fro■ awooth metal A. Cut, reinforce, drill ■ad tap for all hardrate at 2E-07 gJ>"ING maximum density. Tape overlapped edges of vapor, barrier and @urf■csa with clernar approved by sanufacturer of the factory, from cewplater fu nished by hardware C. Lumber radried to maximum moisture concent of 192, sea liar. Co■ 1 with applicable re uireaemts of M Mea. lrieg ell cress to grade• shorn. Graded ■roar @hell be stamped "DRY". sealant. PP P r QI 0 tamsoasbly smooth. com►eeted a• specified above, and [res patch any hole.. Ecom irxe plat• surface chrntts. lrovlde ■aooth 3A-05 O�CRETd 1W�CENEN'1 F. Rangh Hardware D. Pri.ea joints in masonry or ocher locations in ANSI A-113 "Specifications for Door and Frame M . g graded sur- install all sleeves, inserte. and &ttnrr eccesaoriee prior to placing 1. Joint hanger•: 18 p. zine costed steel. ac^_ordance with requirements of the ■anafocturer of Preparation." Weld all reinforcements to frame. lacca le ditcher sad swelrr when •hewn. Orad• so that rater the seelent. Apply rich Drush co penetrate B. Prepare frames for three rubber door sileeeers. I' �esias sway Ere■ the bwildtag perimeter, sad ofI of pavoreat. concrete. Vibrate foundation concrete duritir piecing to e.lraimat• T. li@tsl cense bridging. 16 ga. tint emoted •teal: ND-U6 FINISHU Y voids. Do not place concrete whom temperature is below 40 degrees. a. Nsiltble type with two holes in each and. lcragularities. 4 36-05 op Use so calcium chloride. Provide www wish oiztte what• shore oe E. Peck Diets with bicker rod to w depth below the Bonderizt doors and franca end than apply shop prime I j b. Coepresslon type with prango at eacb sad. j attest all area• to reCeti►s sed or read to • ■isi„as depth drawings. Protect work from injury by elements. 3. tar of strep anchors: ASTM A525 - tine costed Stool. rurfaea equal to one half rhe joint width, but coat, inside and oueslde. of rust-lahibitivr pricer, tt[ _~. tap/1111 shall ►e fee• of clay. soaks, dakiis, roots, 18 ge. miafmm never bow• th■n 3/8 inch ba low the surface. bated on, mrnuf•cturer's staaderd. 3'1'"� 0� S� HARDY 1 . Apply ms@king tape to protar_t adjacent surfaces •�iwa. •trash asd ether fsreian aatsrial. Whpra leeuitisllent litb ant be !metalled on clean. dry concrete shich is at M Qi�soil etiets ea Bite. lr,taish •dditioeal topsoil ee see- 1a.&st ten days old. Surface seat be free et oil. ttromee.wax and where required. 600sty. curing compounds. Apply • mlri'aa Of three cos is !o •ccotrdsmoe with 2. Mix end apply caulking compounds i n strict mamafwetutar'• lsetruetions. Apply "Clear bond" par tr_Nufantursr'a accordance with manufacturer's recommendatlane. spec![icationn. 3. Point up caulklnK tree of wrinkles, smooth, flush with surface. 4• Avoid excessive working of the surface. SPECel S. Remove tape after final tooling and before IP • caulking material• set. 1 4.1 6. Clean all adjacent surface@, after completion of caulking work. MEET N Q V, r r r r r iltM . I r . • r• . � rrri■� � .�. :• �� N .. ., , , ` .. '111111y1111111111111111 llllllillillllllllllllll1t11111I111lllll111111111111'llllllllllllllllllllllllllllillllllllllllillllljIlilllllllllilllllllllllllll111I1 111111111111111111111111111111 I NOTE: I F THIS MICROF1LMEU ( 2 3 4 5 6 7 8 9 10 I ! !n , DRAWING IS LESS CLE: ^ THAN ------ ----+. THIS NOTICE, IT 1S DUE TO . THE QUALITY OF THE ORIGINAL DRAWING. •-- - .- --- ----^- OE 6Z 9Z L2 9Z SZ 102 E2 72 IZ 0? 61 91 LI 91 SI bl CI 21 II 01 6 I9----1 IL-. 9 S b E 2 131011" tln111n1nfilunlnnlullliliillullllui111111I11I111111111II1nlllllllullnllllnLI1111I1u1I1111lul,IliililIIIIIII{IIII!{i11111111111IIIIIIIIIlI11I11111H.111n1111nII1111I11111116111I1111111I1I1111�Illllliuwi"wlwll�1llt111iaijhwliUlIl111tlllllw!ill11I1111I1111IIWIn11 1 MAY • - 18 . 1! 41 , 1000 . _.._ . _- ......r,..____�.r,....� ._-. - .._ .f ,. �_� _-•...., .mow---- _ . ,:,.....,.,,............._. • .... _ --,._,,,._ .- ■��i�r r��r�■ m��■�� ■I� ■��■�■ r�� ■�s■�■��■r■�■�■■rte■�■ ■ill m-" , 0�i di 11■iii i�i��■��■iii■��■ � . m�I ■�■■�� M.. n m m_._....►. _....._g.....E>r trovlde S flab rids •belt, 22 gags, tyke )02 9C-03 COLOR SGIIEDOLE itsialass St•rl, witA ratcAiwg sattq finish. Go to r• of D. Gra► Bsre e158-04 PASTE AND YgNT PIPING ABOVE GROUND 13r,-0r g�iTLNS paint+ iacludigg *lain shall be as scheduld trovlde at toiler compartaegcr 1•dttated A. Piping *hall be one of the following: A. Oxylse plplag rust br copper pipe. REVISIONS . herala. Eobrlck No. 8-620 24" long. Schedule 40 grlvanixtd steel pips, AiTM A-120; g• Coraprstsred rir piping must be galvanized iron pips. A. Exterior tad interior exposed structural steel, a •steric* Nateri•1 - Stainless flet! ly is h diameter tuDlmg. or se Mdul.s 40 PVC at Contractor'• option if permitted hC. hater lint rust tis copper pipe. grvel *tops, gutters, downspout• tad IOA-05 tROT$CTION by local code. D. Gas or xcecylans pi aping •hall be black iron pips. SECTION�C - ALUMINUM OYEINEAD DOQRS ollow tela! work •Rall be p lnttd glee:* Rlaci! t Duciag lnatsllatlon of accseeorle• and u�t!'. Eiel! B. !!trip a •Hall be tar costed for galraalztd pip* and L. Entire •yste must hs ■ode of corpatlbia piping and rich n ell bees seam*!. •� Y g -OI SCOl� R• Exterior masonry block: P 2491 - Creat Bstt IS accepted. protect !cera with suitable •saws to msiatain rcbedul• 80 P.V.C. for P.Y.C. pips. B y •ccnsroris• la Y [itriwgs a• specifl�d !n 15C-02. . trovlle Owsrberd Doors aqd all acctasoriee rr shorn LPC or Pro-H/ds Textured Naeoary coatLug, b0)0, prrisct -oadltiJa. Re rave as damaged C. Yhsre soil •tacks ascend through the roof, they !. Us• as PYC plpllc:q for any cysts■ specified !a chis rection. tad specified for • complete door Installation. Safari. or detective work tad rayless witA asw work rt ao extra shall be ttashtd with six-pound sheet lead, the ISC-OS PURGING P;PING C9 k-0E R UPACT BR C, Exposed lift eurfacss: cost to arse*. [lashingr to nxtsnd 12" !n all Jitectlons fro* the Slack Steel pipe seettone and fittings shell be purged whir Dela •ball De product• of tA• Overhead Doo►. Corp. D4300 - Clariou by PPG ar 55 i0 - Goldenrod by IOA-06 INSTALLATION vent and placed below the roofing raterlal, carried trlchlorethylras c ocher solvent which will leave ao residua O of ilalebline Iaduatries Pratt L Lambert. Install accasrorltr la loeatiows lndicattd. Urt over tad turned dean inside of the vent. All esama after evaporation, t., clean piping of all oil and combustible �- W (8C-03 MATIMIAL$ ,%ER_ FARRIr'.rIOB D. Interior stained roodwork, tris and door* shall % coacesltd fastswers on ruxface-counted accarserlrs. aqd jolats of its• flashings •hall b• soldered residue. Purge pl;,ing materials prior to Installation. Use 0 A. Cersral ■etch the color cf the preflnished panrliag. IOA-01 CLL♦NUL wsattstr-tight. corpound or cape for jolntr uhieh eowcalas ao oil or eorbusciblss irovids uprard acting eretloaal door*, Overhead E. Inttrlor shop walls thou• 4'0" Yalnacot, rod •11 Atter igrpection aqd acceptance of the lnrtal,lstioq, D. Pravid• cl�rnoutr at locrtlona indicated tad as which will cogcarinate pipe. . Deet Corpara'_!on Serise 520 (*iib hand chola other latsrior painted surfrers not other*!+s remove ill laDsls, •seers, or stains rad thoroughly called for sy the Local Plumbing Code. 1St-06 TESTING U bola[), of ele aqd type 1gdi.cated rad specilled, ladlcatsd: P 2511 - Crrary Yh1te by PPG r 2557 - clew tad polish all !tams. Cleanoucr at rhe swdr of underground lints Tert all asrvir..e plying as *squired Dy local code and to W so d•slggad to ritbstagd a rlwd lJad of i0 pounds Douny Gray by Prat[ 6 Luber•. !aside tAe building *hall conairt of s long •resp prssrs,rse lndlcaced, whichever !s greater. O M ■ SECTION 15A - HEATING. VEN?ILAIING _AN AIR CQNDITIONING quarter Dend and pipe extension to the floor, Oxygen 100 o.s. i.g. for 4 hour* Gaa, •cstylane, MAP, per square Dot. !. Yaiwacoc along bottom 4'0" of latstlor shop *all*: fltttd with r cast iron cleanout [errule with a ro ane 100 Meeting calla to fora r•bbst►sd reacher joint. D 4636 - Yestbtred Cedar (tar■ gray) by PPG. � � p p p.s.i.g. for hours. Corprerred air 2U0 p.s.i.g. C. Interior hollow metal interior trim, handrails, ISA-01 SCOPE bras screw-type plug and a nicks! bronze cover, 1 hours. Door Settlor•: finished flush with the top of the floor. Clesaout• Provide door esetiona fabrieacnd of .065 thlek, aqd rood tri■ iq •hop: U 4636 Ysathered Ceder iurgiah •I1 1aDor, material, sad equiprenc and do all shall be o[ alts and type as indicated on the plans SECTION 16A - ELECTRICAL U 6063T6, tlumiaum exttualoas. fhitkgees of door (tar■ gray) by PPC. work nscresary for the corplets installation of Mating, sactioas to bs nominal !-3/4". Please note chat each ranufacturerr priming appllcaCion ventilatlag, •ad rir coadlcioning work, inrluding, but and as manufactured by Wads, Slake, Smith or equal . 16A-U1 SCOPE C. Glatlag tad Infill Psrsls: for racA particular surface shall ba followed. not limltrd to: 158-OS PATER SERVICE Provide all *traria!, labor, equipment, [lxcurss tad W Bettor fro seetiogs [o contain l6 gauge anodised 9C-04 INiIEC?ION - Ductrork. A. Provlda as corplets watt* service including copper- rarvletr required for a complete electrical system a* ehovn aluminum intill pantie. all upper sections to be A. Exarins •urfacse scheduled co recaivs paint •ad - Heating •md cooli•,g unit includiag evaporator and tion ca c t main, exterior undertround shut-off and •pacified inrluding but not lirlted to: U /1 glaatd with .OS DS glass. flgiahar fur conditions that rill adversely affect condenser. valve, with bo: tad cower, end ■scar of appropriate - Temporary power. W a- . 81. ilrlsh: exacutioa, psrrageace, quality of work. - Ie[rsred heatirg (ase arawinge for iartructi°we) . six*. - Complete elrctrical servict. ^^ 0 A. Provide minimum 5'-O" cover over completed installs- - Power and lighting panalboards. 0- Natural color anodised to ■eat Alumiqur Associstlon 8. Do tot proceed with ru case preparation or coacing - Exhaust fins. P '^ Spreifieacion N12C22A31 (20481) . •pplieatioa until coadltloma art suitable. - Grill■ end trim. tion. - Lighting. lJ, H. Track: Beglgging work conetttute• rccsptrace of rubrtrata. - Tests. C. tipiwg shell be type K copper Lubin or L In wick 8 P P 8 - Grounding. Balancing an . adjustunts. sweated -)Dints. - Excavation and backfill of tranche• when applicable. 2 higA Litt type, galvanised , or 3" if doors are 21' ride. 9C-OS APtLICATION D. All valves, fittings, and other devices must be of - Wiring of Owner furnished equipment, including Erse- Q i. Ysatbsrstrlppiwg: ♦. C•aeral Rsquirsmsn[s: - Ttmperaturr Control Dsvicee. Doors shall De provldrd with aeoprEq• reathrrstrip I. Do tot apply Sgltial coating until ■olsturt 15A-02 GENLIAL RE UIREMENTS compatible ■atsrlale. standing algn. � �/ . across bot.to■ sad aq adjuetabla vlayl ptrlmster content of surface 1s wlthia limitations A. Comply wltb ill cods• end requlrersnts of all 156-06 INTERIOR WATER SUPPLY - Wiring of equipment furnished under other sections of these �..{ seal set iw sa s:trudtd •lumieur holder *trip •t recormtwde by paint ■anssfacturer and masonryauthorltiss hevin A. Piping shell be type "K" below slabs or underground. • ecificacionr. < W bead sn/ sorbs. g jurirdictlon, incl ding applic•til P j stflorescearr 1• rrwotd. requlrsrsgcs of ASHRAE. , Piping above slabs shill be one of the following: - Timer for exterior lighting and signage. G. Counterbalance: Schsdslle 40 galvanized steel pipe ASTM A-120; type - Inspsccions end approvals of authoricfss having �urisdlctioa. W 2. Apply paint, astral, strip, awd varalah wl[b If nay of this work a* shorn and rpsciflad contlfcts "L" hard copper; or schedule 40 PVC at Contractor's - Tamping of fixtures specified herein. 100,000 .:ycle O11 Terpsred I,tlical torsloq springs. suitrbls squlprsnt. vlth •bows, provide changes ascessary for compliance option, if permitted by local cods. - Psrmlte end fees. W ■. trovidr exhaust potte as •hcrn oa chs drawiuge. 3. Comply with racommetdatloas o• product menu- wlthouc additional coat to Orner. r B. Pitting* shall be galvanized malleable iron for 16A-02 GENERAL RLQU[RLMENTS Q --� I. irovids for locking with crrtmone bolt on interior facture* for drylal time between succeeding 9. Provide all rtquirrd permits. < SL._ . skit of door. coats. C. All work shall be installed by mechanics skilled galvanized pipe, vroughc copper for copper pipe and A. All work shall comply with applicable provisions of the : in tbolr trade and executed !n a neat workmanlike schedule 80 PVC f ,r P.V.C. pipe. National Llectrlc Code as well s• requir-rents of local -04 INBTALLA?ION a. Vary •lightly the color of succsraivt coats. meaner C. Provide dielectric fittings for connections between authorities having jurirdicti�n. Installation prctormed by rsnufacturer or his appraysd S. llnleh coat• •Dal . Da'srooth, Iris o[ broth reprresgtat vs. Provide all haagsrs, braces and ocher ■ark*, stre►ks, 1•ps or pile up of paints, aqd D. Run all duct work between floor joists and close dissimilar saltie. g. All conduit shall run parallel to building walls end a• W members wsc•ssary to support door. install door, 1SB-U7 SUPPORTS skipped or missed areas. to roof construction •long wall edgy. floes co wall or roof as posslbls. '^ bardrarr •ad supports 1n r workmanlike *twat*, compla[a S. Make ed se o[ •!qt ad oinin other ■acerlals ISA-03 L UIPMENT Suitable pipe supports shall be provided for horizontal J V B P j 8 �._.__ C. All labor shall be performed by mechanic• skilled la their lr •very dotal!. Doors to operate with a Erse nolrelses or color* clean tad sharp with wo overlapping. Provlda squiprsnt •r •ctseduled on the draringr. piping ac not sore than A foot canters. Yire pipe reapsccive trades and executed to a Haat Morkmrnlike motion. Unit shall bs co■ lits with etrapa or other makeshift means of support shall not be Q 7. Rsflnish whole wall whets portloa of flalsh has p prsfabrlcaCsd roof curb manner. beet darrgsd or is tot acceptable.. alxsd to catch the unit. Thr curb •hall be coastrucced consldersd •n accr:ptable hanging device. D. If any work ae shown and rpeciflad conflicts with require- rL SECTION 8D - lINI5Y HARDWARE B. Stained flgish: of g•lvsnl:ed steel of • guags •sleeted for supporting 156-08 VALVES menta of autsorltlee having jurlsdlcr.lon, provide changes G the rel V•lver shall be Drees as manufactured by Crane or equal 1. Adju*t natural ilnisAsr rs neessssry [o abt•!w ght of the unit. Roof curb design *hall ptrrlt necesrary for cowpli•gce wlthouc additional cast cu Owner or schedule 80 rVC as manufactured by Hayward when perrictsd 16A-03 LLECTtI_CAL SERVICE W D-01 SCOL ideailcal appssrancs to prefiaishe4 p•nslieg. normal roofing to ba used under CAt ' sat pump tad perslt by code. 'te braaa valves in retal.lic piping and PVC In Contractor shall include all coats as charged by aha utlllty Provlda all Einlsh hsrdrats shore or aprcl[lsd, !n- 9C-06 CLEANING roof repel* whin necesrary. Curb •hall Ds of a rinlmu■ c1u11gg bac not 1Srited to lockrets, closers, butts, A. Touch up tad restore sh where dame •d. height o[ 12 inches. PVC piping u.ciy. B company form complete electric rervLce (contact utility thrsaholdr, watcher stripping, tad doorstops. Overhead B. Remove ap111td, splashed, or aplattersd ptiac frog The otic* shall be furnished corplets with terpsr•ture company for method required) from *Dutra co chs building, door reacher •tripping 1a specified rich overhead doors. all surfacer. control system•. All field wiring o[ moor thermostats 158-09 PIPING SISfEM INSULATION inrluding ■rnhole, pull boxes, conduit , vire, trsnching, Installation of hardware is specified under Section 6A. C. Do pot mar surf acs flnlsh of !tams being cleaned. shall be 14 volts. Pressure type terminals shall be All conn-salad cold rater piping throughout the building backfilling, trrnaEorrer, r.ranrformer pad end ■stet snckeca. I ♦!*situ■ door hardware is specitlsd under ieetioq 8A. D. Lssve storage •pact clean. provided in chs unlc control penal for all naceseary shall be covered with 3. 5 lb. deas. :y glass fiber () Install system !n accordance with the utility company field wiring. insulation, y" thick. The insulation shall be applied • requirement•. gD-0! lNrUF1CTURERS AND lINISHED 9C-07 lAIM7LNC 5CUEDULE over clean, dry pipe with all jolwta butted ftrrly 16A-04 MATERIALS ^A. Exterior Ptrrour Metal. ISA-Oq DUCTWORE Lock•sts - Schisgs Plywouth design, ?ype A, Standard 1. llrst coat ■eta/ primer, !f not factory primed. A. All ducts shall bs rlgldly constructed and installed. together. A. Conduit - 1. ) Hoc dip grlvanlzed standard weight rig1A . Duty 1626 (U.S. T6D) flnirls, All ell 1SB-10 GAS PIPING ld steel. (U.G.) Prov4de threaded connections below - Euttr - Lawrsnes Bror. -'Chrome [lairh a. Touch up shop coated Estrous ■stale rltfi • p jolntr *hall be iq the dlrectlon of flow. mi Ducts •hall be construcrtd of new slid galvanized A. Contract°* shall include all cost an charged b the slab or grade. 2. ) Thin wall EMT for above ground - Thresholds - Brookline 167.8(U.S. f28) finish. prlrer campac:bls with a shop cont. y 2. Second aqd third coats extsrlor seams!. steel, of welghru ar listed below: Utility Company for aha inatall•t1Dn of a new gas inside bccllding. Doorstop• - Glynn Johnson 1626 (U,3. 26D) finish. 3, Nlnlmu■ total dry film hickns*s shall ba S ■lis. 0" to 12" 26 ga. "S" drive, bar slips, pocket, servir.t run underground fro■ the gas ■alp to the B. Wiring 600 amp rated - Provlda type TW wire for wiring Closers - LCN /4000 Smoothes Type 1628 (U.S. 128) B. Galvanlzad Natal: no bracing. bulldlstg, Including buffalo hoz, *hut-off cocks, No. 10 AWG. and smaller, and type THW for No. 8 AWC tigiah. 1. !list coat galvaal:sd metal prim+r. 13" to 24" 24 ga. "S" drive, bar slips, pocket, •stet, gas prserure regulator, plPing, excavating and .larger. Use stranded vire for No. 10 AWG and larger. - ��,�,� - Yeathsretrip - Alv�iau■ extru•ioa rich compre•rible ■ 2. Second aqd third coats - exterior enawel. no bracin and backfilling. Fixture wiring type AF. O vlgyl gasket - •dj, rtable (U.S. 128) finlah. 25" to 30" 24 8 9. Gas plying inrids the bung shell be ASTM A-120 C. Pittings and box•• Appleton or equal. W W 3. Total minimum dry film thickntrs *Rall bs S ■lis. ga. "S" drive, bar slip*, l pocket , schedule 40 black *reel pipe with threaded tads, D. Panel borrA• - Square D, type N.Q.0.8. or equal, with J - Sliding Winder Hardware - Knape i Vogt assembly C. Exterior concrete masonry units: (common block) 1" angle bracing. 1092P with cylinder lock. 1. Flirt coat ■•satyr block filler. hlack malleable 150 lb. clsts fitting•, red ND-OS INTENT 0! SPlCIlICATIONS Y ]1" to 40" 2:' gas "S" drive, bar slips, 1 pocket, thermal magnetic Aranch breakers of elzea and poles 2. Second coat a:tnor masonry tlnlah. 1" anglbrrcing. •heli conform with the N.B.l.U. rsqulremene awd indicated on the drtwings. Doors *hall kava a flush It is the intent of the specifications to describe a ee t D. Interior Wood: B. Cogetruction tad bracing of ducts •hall confer■ to local govsrnlag cDdee. Incorporate • dirt and lack and latch w1,th 2 keys, directory holder with plastic O /' m 4 14 complete hardware Installation locludlag any miscall- 1 . Yoodvork •rir and doors. the recommended ractices ar ^.ondensste leg at final connection• to aqui sent Y aneous !tsar required rhsthtr speclficrlly listed or tot. P published by ASNRAE. P place and neatly typed circuit directory. o o ■ a. Palated: C. Ths dlrensions for the !laced ductwork •hell be belag served. E. Convrnlsnce Outlntr - All receptacle• ■hall be specifict- 8D-0♦ GUARANTEE ll b h d h i i all e for C. Pipe dope agas piping threads sae equal tion grade, groundin t 03 All hardvats shall be guaranteed ag•lnst defects. Amy (t) llrat Cort •Hamel undercoats-. conridsrad absolute. Any chaagsa !n duct rl:Ing g yps, polartzeA, Ivory calor ., (2) Second tad third coats inter) - antral. to IT Psrmacsx or orange ahtllac . panelled walls) Hubbell devices: arterial not complying with Cu�taatee •hall be removed shall requir^ the equivalent ars* to bs maintained, (brown color !n eb. Stained: lnclur'ing Trl■ and Wood De, rs. an� ���� .al of the Ornsr's repreive sentatprior to D. Lever handle gas cock• •hall be installed rt the Duplex Type - 125 volt 10 aspera 15362-1 tad replaced rich rsiirfactory ■atsrialr t no cost to connsctlon to each piece of equipment bsing *saved. the Orner. (1) First coat mala. the lnstall•Llon Deing rewired. Yaatharproof - 125 volt 15 ampere iS215 •C-OS HARDYARE SETS (2) Ssc.ond coat igtsrior varnish glass D. Contractor shall provide balancing darpsrr whets All gas piping shall conform with the dlagrarmatic A11 receptacle plates shell be ivory wrlakle, except •ketch •• indicrtsd on the drawing. brown wrinkle shall be used in panelled valla, and Bet. 1J Locktet A- .O-S finish. required for proper adjuetrsnt of ell sir qurntitter. 1ISE-11 PIE?DRES AND L()U[PMENT SCHEDULE (3) Third coat interior varnish satin flaish. E. Flexible connections shall Ds ■ads at each air handling stalwlesr steel !n collet rooms. 1l Pr. Butt• 4y" x 4" 14181 unit to isolate noire tranemiseioa from the fens to Yater clorste, lavatory and sink to be white porcelain. F. Wall Switches - All wall •witches shall b• speclficatlan Cloesr L. Interior eoncrece ■asoary units - Laarel: A. Water closet - toilet 106: Numbers are chore of Set. i2 Lockset A-Si-PD 1. lint coat block filler. the ductaork. grade, 20 ampere capacity, Hubbell devlcss. ly Yr. Butts S" x 44", BB5151 •IRP. 2. Second coat sem!-glom• lntsrlor antral. ISA-OS GRILLES AND LOUVERS Kohler Co. Y25 volt single pole 11221-1 Dead lock D-160P !. Interior Gypsum Wallboard - Enamel: A. All grilles and louvers shall be as mfg. by CARNES, Htghline 125 vol't chtee way /1223-1 Closer 1. lir*. cost primer sealer. LRUGER or BARBER COLEMAN and ohall be of size and K - 4652 - White plastic seat. 125 volt :rouble pole /12,12-1 Second •:oat ermi- lois interior enamel. ca acct indicated oa aha drsvin •. K - 7638 - tube and stop. 125 volt tour way /1124-1 Threshold 2058 B P Y 8 Bolt covers All switches •Rall have boxes securely fastened in W Weatheretrlp G. Intetlor Cypeu■ Yallboard - llat F.'.n1rh: B. Each sxhaurt outlet shall bs fitted with an integral D. Water closet - Toilet 107: Nowhere err those of Kohler place. Switches stall be connected to the fastened inded Set. 13 Loekset A-SO-PD 1. first coat pr!■er-sealer. opposed blade balrnc�ng damper. Co.2. Sacogd coat Interior flat wall Paint. ISA-06 EJIHAUST !ANS or live Bide of the Circuit. 1� Pr. butts, 4y" x 4" 14181 H. Interior Ferrous Metals: A. Exhaust fan* shall bs ar indicated or aha drawinge K - 3475 - Bolton closet. Use only grog Doxee end plate• where more !hen one Rnob Burger GJ-Yg-60 ta appro pr . 1. First coat metal imer. or ved subrtitutad •hall bear certified K 4671-C Black plastic seat. device is located in Che same Dutlet box. Sat. 14 Lockett A-SO-PD K - 7638 - tube and stop. All er+itch plates shall be 1vDry wrinkle except a. Touch up •hop prlred metals with primal ratings of the A.M.C.A. where applicable. Bolt covers. brown wrinkle shall. be hoed is panelled walls ani •trin- 1l Pr. Duct• 4�" x 4" /4181 comoatibla rlth rhoP coat. B. All exhaust fan• ehrll be fitted with an automatic C. Lavatory - Toilet 106: lase •teal 1n collet rooms. . Closet 2. Second coat soars! uwdsrcoattt. back draft dawper unless indlcatsd otherwise. Nuwbsrr era chert of Kohler Co. G• Timer - all tams switches shell be TOP. . or an approved I 3. Third coat heavy duty interior *Hamel. ISA-07 NANGLAS AND SUPPORTS K-2021 Greenrlch lavatory. equal, 24-hour, 7-Jay or astrorowic•1. O SECTION 9A - GYPSUM DRYYALL 4. Mlnlmu■ total dry film thickness •hall be S rile. Except as specified othervlre, hangers shall be adjuetabls K-7401 - T Centre supply and drain fltting. H. Fixtures - The t I. Exterior Deccrative block: (Split fats or •lump •tont) clew type ■!Hiro* of 6' o/c . Necsss•ry rupporte for ypas of lighting fixtures are indicated � la-01 COPE K - 7606 - 3/8" angle tubes and stops. on the "Fixture Schedule." It shall be the responsibility 0 } 1. Seal block su-races rich • class block scaler. fastening hanger rods to construction shall be furnished K - 9000 - 14" trap. of the Contractor he furnish all all b, thegres platter trovlde all gypru■ dryrsll par[itlons, soffits. supportfag !ellen ■aauf•cturer• instructions to rovide by this Contractor. No perf• rated strap hangers shall framing tad ■11 accessories for a complete dryrall Wsll oesupport•. framer, light seals, and equipment as•tociated with all • cwplete moisture-proof wall. be used. Provide lock nuts or haagsrs to prevnt loosening D. Service Sink - Toilet 107: Numbers are those of fixtures in all locatiane. 14 C-L . lmstallation. dos to vibration of plping on etarting and stopping of Kohler Co. All fLxturtr shall be provided with 1•mps by thta lA-02 IIATERIAL5 SECTION 9D - GLAZED CERAMIC TILE equipment. K - 6118 Bannon Sink Contractor. All arterlale shall be fro* the stmt waqufacturer. 15A-08 CUTTING AND PATCHING K - 8907 Faucet r1 Materials shall ba equal to the products of Uaitsd 9D-01 SCOlE A. This Contractor *hall do all *squired cutting and 16A-05 INStALLA?ION O L'1 States G K - 6673 - 3" trap with strainer A. Excav•ting and Baclftill - Provlda all excavating and .f1 ypsu■ listed barrio. Provide Crrrwic wall lila end floor pavers including patching where sleeve* and ductwork fors• have been K - 8936 Sta"ntrap steel rim guard. -� {,.1 Drywall panels - 5/8" thick typo SW edges. Provide all acceeeoriss as Showa tad opacified. set incorrectly or have not been provided. backfill required for electrical work. Lay pipe to 1 one hour rated 9D-02 STANAARDS E. Electric Water Cooler - Equal ro Halrty Taylor develop bearing un trench bottom for entire length. U petals !q rtttd asremblier. B. All patching work shall ■etch adjacent cork. . - Mater resistant drywall - type WR for use behind Tile work shall comply with the requirement• of the 15A-09 AIR BALANCING 4BY-8-A, 8.8 G.P.H. call mounted. Inlet racer Backfill wit •and or other granular material under 1 pr.eflwlshrd paneling ac exCtrior wally. "Handbook for Cerawlc ?11s Tnstallation" latest edition Tasting and Adjusting. Each supply arsd exhaust rystPm P 80° cooled tD 50°. F'lnteh-baked prime coat . paving and !thin builaing. Compact backlill in 6" LJ EV - Tape - Perf-a-tape. ss publlshsd by the The Council of Amerle•. is to be tested and balanced in accordance with the !• Mater Heater - 6 gallon electric with preesurs 6 lifts a* reified In 5ectlon TB. Ta to Co■ ouad - USG all 9D-03 INSPECTION Oi SUDS?RATES procedurt outlined in the current edition of the "Duct temperature relief valve. B. Provide I-20 asp circuits 1n 3/4" conduit to location �•- p 8 p purpose compousd. G. Hose BiDbs - Extarlor - 3/4" frostproof key operated, Prefl111 - Durabond 90. Inspect all surfaces which •re to recaivs till. Notify Manual and Sheet Metal Construction for "entilating and of free1stanAing Midas sign end make final connection. 1 1 8. �" Joss■ 1400 - N Dr equal. Sign shall be furnished by Owner and erected under th[r lJ y - L Bead - Type 200-B. Orae*"a tspresentative la writing of any defect• which Air Conditioning Systems, Section 1 Lav Velocity Systems 156-12 FIETURE INSTALLATION Metal studs - /738. would prevent satisfactory installation of ails work as preparaA by the Sheet Metal anA Air Conditioning contract. fT' . - iastenrr• - 8" annular ring nails or ]k" Type "W" prior to comrancigg work Beginning inat•1lation will Contractor'* National Aseoclation, Inc. A. Install fixtures end equlywent with rel fittings, Cc C. All wlrinj shall be in conduit, concealed or exposed ug a head •craws to wood scuds, T B adaptor*, ercuthchsona required for • corplece and ar indicated on the drawinge, or othetvire •pacified. ypr "S ' bugle head coartftute acceyc•nce of ►ubstrates. finlshsd Snetallatlon. All conduit throughout building she!' b,e minimum of screw• co octal studs, type "S-12" bugle head to steel 9D-04 CERAMIC PALL TILE SECTION 15B - PLUMBINGI 01 Jet framing. Bright surface glaeed csrarlc tile, 4k" x 4k" nominal B. All pipe, fittings and other metals exposed in finished 3/4" diameter unless noted. c lA-03 INSTALLATION •!xa z 5/16" thick, cushion edge, ar manufactured by 15B-01 SCOPE rooms shall be bright chromr: finish. Where con,tcit is to be installed below grade, buried 3 LU Iaetallatlen techniques shill comply wl[h •equlrereatn Arerlcsa Olean or equal. Color t° be /48 Gold Mlec. Furnish ill labor, material• and equlpmrnt and do ill C. Remove all labels and thoroughly clean all fixtures upon in the floor, or run in concrete walls, it shall be of USG Gypeus, Construction Nsrdbook, latest edition. 9D-05 FLOOR PAVERS work necessary for a complete plumbing lnetallatLon, completion of insiallatlon. galvanised hervv-wall with threaded ends and aArll be �- . Space ensts B" O.C. I edges and l2" elsewhere. Sucfacr i� ceramic tile, 4" x 8" x 3/8", ■anufacts.red including but Hoc llrltad to: D. Protect all fixtures from damage until acceptance by completely encased ..thin the concrete floor or wall. Insi•11 board In direction which rill trsult in fewest by OlA Yorld Tllaa, Nerchaadlrs Mrrt, Chlcaga, Illinois, - Domestic w-_ter system. Owner. Replace any damaged or defective fixtures. Parallel lines of conduit. in concrete slab* shall have number• of ointo. A\•Old and - Plumbin; fixtures and appurtenance*. 156-13 TESTING at least 6" separations between other conduits and/or r j jolatr. Uee largest panels Product 12200. All plumbing work ■heli he successfully tested in accordance possible. Completed instaliatian atter application of Western States Stoga 12200 - Sanitary sever or asptic system. pipes. � ,A paint •hall show no evidence of festsner•, tris, joints, Slchenia Nono res' with local cods rsquiremente prier to being painted, covered, All r.oncealed tial** shall be built !o the walls or 1Y g serlsa PIAM NATI /2200, or approved - Drainage atructuree, irtcluding catch basin• and manholes. backfilled nr concealed within other conetructlon. 1 2 14 O sanding motka, or any other irperfer_tioas, equal. - Water heater. carried up Ln chanes a• indicated on rte drawingr or a• 9D-76 Y L GROUT SECTION 1St_- SERVICE PIPING requlced. On all exterior valla, conduit• shall ba r _�_�__�_ - ExcavatlDn and backf.11ling. _ placed at less[ �" back from the surfer*. SECTION 9B - SUSPENDED ACOUSTICAL CEILING White hydrorsat a• ■anu[acturad by UPCO Company. - Temporary voter supply. 1St-01 SCOPE 9D-01 PALL ADHESIVE - Clraning. Provide all service piping, valves. adapters, and miscellan- tonAuit shall be delivrrcd to the bulldiwg in not 1H-01 SCOtL OrgaaLc adhtslvt corplyiag with ANSI-A-136-1. - Testa and adjus'mancs' sour fittings required fur a complete system, including bac lest than 10 ft . length*. Conduit• must be fastened Provide acoustic cetlrng 1n *•!ting too■ as shorn, 9D-OB FLUOR MORTAR AND GROUT - Water or natural gas connections to equfpren[ furnished not limited to: at the time they ate installed. Conduits shall De 0 J,0 Including lay 1n panels, surpeaeion lytta•, lighting Dry •et wetter complylag with ANSI-All8-1 . trout '.o under ether stctiona of thee• epeciflcations, except - Corpressed sir Alpin attached rigidly to maeoery by •star nt threaded ■ata! fixture supports, til■ tad all accssrortes necessary be black. fqr connsctloes ragr,ired in aertion 15C - Service Piping. - Oxygen piping. 8 !Hearts, metal expaa•lon *craws, toggle bolts, ar for. a corpl.ete inJ IL W rtallatiaa. 9A-09 INSTALLATION-MALL 156-02 GENERAL REQUIREMENTS Jar or Acetylene pipLn powder actuated f u caner*, co *tell by bolted clips, O • !h 02 MATERIALS 8 aqd to wood by screwed straps. Horlsontal runs shall a Walls wuet hs clean, dry, tees of dust and all farelgn A. All work shall comply wlch codes and other requirements - Make connsctian• co Owner furnished equipment . � Susptaeion systati •ball exposed mond, U.S.G. or Chicago •titer. SpreaA adhrrlve to thickness recommended by of local authorities t.aving jurisdiction.. - Water piping for water reel*. be ruppo:ted at eufficlently close laterval• to avoid � 0 Metallic, consisting of exposed "T" runners 7.'0" on ■anufscturtr, tad prevent •dhsrivr fro* •queeziag up B. All piping shall run parallel co building valla 15C-02 GENERAL REQUIREMENTS perceptible deflection by split ring hangers, rinerallac W (Q crnterr, auependsd fro■ 8 ga. hanger vitas 4'0" on centers, between tilts. Grout after •diteaive had cured 24 hour•. and rs close to wall or roof as possible. A. Comply with all code• and requircaente of all authoritlea clips or baa■ clamps. Perforated steel straps, tylnig W 10D to with exposed cross "T"'e 4'0" on center. All exposed 9D-10 INSTALLATION-FLOOR C. All labor •hall bs paeformed by mechanics *killed hevin or sr orcin with vire will not ba W g jurisdiction. pp g permitted. surface• shall have whit:• baked enamel finish. •. Floors rust: tietie cleat and Erse of grease, dust, any in their respective trade■ and executed In a neat If any of this work as shown and specified conflicts .111 conduit and• at csbiner.s, june:cioa bDxee, stitch4 MM o . Lay in panels shell be Armstrong Minabosrd, Georgian ccacrets curing or hardening •gents. Spread dry set workrsnliks •enter. with above, provide changes necessary for compliance boxes , outlet hexer, etc. shall be securely fastened 11 I W design, S/8" CAick, 24" x 48" gorinal eir�, white mortar es rrrowmanded bq ■anufactrtrer, and beat paver• D. if any work as shown rnA specified conflicts with without additlon•1 cost CD Owner. with s,t approved insulating bushing and double locknuts. Z factory finish. loco mortar. Grout v Mn mortar I.ur ret. requirements of authorities having jurisdiction, pro- Y. Provide all required permits. D. Wiring - Bt fa re pulling vire in conduit, each corplece 11 W Q . lH-03 INSTALLATION yD-I1 CLEANING vide changes ntcearary for cowpliance without C. All work shill be installed by mechanics skilled In run of cond�,it *hell bs thoroughly cleaned and swabbed. r0 W J Install ceiling system •quay• aqd level. Cooperate AC cowplstioa of work thoroughly clean all tiles, so additional cost to Owner. their trade and executed to a neat workmanlike manner. Only approved lubricants shall be ,reed which will not i1 with other ttadcs, particularly electric•1 and se Ch- that no dust or laittance fro■ grout ruainc. Point 159-03 SEWER WORK D. furnish •11 miscellaneous fittings necessary to make harm insulation. apical, ie YnstaJ.i�tion of telling. up joints where rrqulred, rnA replocr any loos• or A. Excavating end Backfill - Provide all sxcrvatin c Ever coil of vire used *hall be !n the art anal W ' _ r dawrged tiles. 8 cannec[lonr tD Owner s equipment . Y 8 • I 0 N1. , SECT10N 9C - PAINTING sed backfill required for raver work. lay pips E. Provide dielectric fittings wherever dissimilar metals wrapping and *hall bear aha NEPA and UL label of approval. corns 1❑ contact, including terminale of Owner furnished All raring shill be continuous from outlet box to _ SLC_T_I.ON_ LOA - TOILET ROUM ACCLS80RIEe to develop full bearing on trench bottc■ for entire /* lrngth. Brcktill rich rand or other ranular outlet box, and from outlet box tD 11 pull or junction box. 9C-01 SCE material under svin and rithln buLldln Com act Run &I t piping No joint• or *plicas shall be pulled into conduit. 01 10A-01 SCOPE F B 8• p F. Run a1L piping parallel co building walls, and at even Cirr_uita shall be divided and balanced about the irovids •Il painting called for on drawimgs and herein backfill Ln 6" lite:*, in +s.:eozdanca with Section 2B. spacing *hen sure than two pipes run together. 11 Te aprcifled. !'rovide toilet room acceeeorlr•, complete in plar_e, S. Lxtarior Underground Drainage - All under round • OC-02 �ELEJiALS rr•dy i..r operation tad u:s as lndicat / and s trifled. R G. Make connection of gar piping system tither to natural :teutrsl in branch circuit P panels. Grounded conductor• 41 . 10A-02 MANUFACTURERS t drainage lines outside of thr building •hall bs shall be identified with white wire. Un rounded M Materlela specit'led are products of Pittsburg Paint - . qaa supply •t meter location, or run piping to bottled B � M! Ce. L ual *educt* of Pratt and Lambert or Sherwin Producer designated herein by Bobrick Equipmenc !n accordance rich the strederds at the Clay Products conductors shall be wires of different colors for 9 P gas Loce[ion end terwlnate 5 0" above floor, ae Mi111rms rill be accepted. Company •re used to ae ublteh staaAsrds of qualit Association, ASTM C20059T, vitrified clay tile, salt- directed b Owner's re reeentative, p posts. Q 7. y p identificetlon ur O /� material list. Equal product• of other ■anufrcturar• •re acceptable. glared, a:era atrengih, Aub and eplgot type rich H. Provide one gate valve and one check valve :or each Sufficient wire shall be left at arch outlet to !astir ca■ **Halon olntr to meet re ulremsnts of expedite [u cure tap*, etc . V - �xtarior entre).: Sua Proof all type haus- paint, 10A-07 lINISHLS P P j q sir compressor. Valvae shall be brew at manufactured Lmtrtlot •natal: Satin Hidt latex Lo-lustre *neral. A. Stainlerr Steel ASTM C-425 with rubber gasket "0" ring. Piping by Crane or a u•1, o[ tens size as line served. plicas and N *hall be secured b a u q All s joints shall be neatly ted sar.urel.y - - Interior rood ataias: REZ Semi-transpsceat Interior Where stainless •teal is specified, fucnirh type y p eh joint fit. 15C-OJ NATLRlALS ` . latex stain. )02, rich a No. 4 ftnlrh for all s:posed surfaces. C• Interior Underground Drainage. A. Co wade, and taped so chat the tnsulrtion o[ the joint is S. Chromium Platin 1. Undarslab and underground drainage lines to 5'-0" pear Piping Syrter equal to Dr greeter than thr remainder of the wire. - Irt•rior varuishe•: REZ varnish retia-clear L 1. Tubing or Copper pipe - type ' L' above ground; All splicer shall bs pressure-connecCad with approvad� I' Oyp•rm rallboartl primer: PPG quick drying ,rulrlon Yhsre chrome plating to •pecit'isd, the surface beyond bung shell be extra heavy ball and t spigot, tarred cast Iron roil pipe. Caulk type "K" below grade. fittings. 9plicaa on /6 ANC wire rise and smaller shall 01 M ' sealer. shall retch that of No. 4 finish stalelrer steel. 2. Fittings - vroughc copper for event conneceion. :se sada with Tdeal or approved wire nuc connectors sized 0joints with 12 ounces of lea° per inr.h of pipe 3. Solder - stick high melt point-Silver Solder, to comply with UL listing for quantity and gsugr of - ,Lrterlor flat call print: Narver H•11 latex flat seewel. 10A-04 TOILET 1UOM ACCE9SORIES disaetcr. STA-SIL 15 or equal. conductors. - Exterior insulating sandrich pagelrs Quick Jry enamel. A. Toilrt Tiesus Dispenesrs end Brlders 2. All dra_nsge piping •hall pitch at lease 1/16" 9. Galvanised Pfptng System A11 wiring shall confer■ to the calor coda rs sec - �xterlor mwsogry tigleb: Speed !:ids texturrd aasonry ProvidR 1n each toils[ rno• rur,fsce wouated type - l+sr foot in the direction of !low. a eeating, BoDrick No. B-6857 w•terle.' - Btaialerr Stasi. I. Pipe - gnivanixed wrought steel pipe ASTMA-120, up to Article 210 of •fir. Nacional Electric Coda. D. Floor drains shall bs adjustable type, set level, scMdule 40. 1�A-06 GROUNDING Ilrtal B. Paper Torsi Dispensers and furnished with r nickel braes grate in ell A round Ln bus shall be farmed b roundin one prlrsre: 8uitacc ■Quoted t 2. Fittings - galvanized malleable iron, 150 lb. R i 1 R 8 copper A. ierrouss InblDitivr Rrd trimer. ype 9obrick !'.o. 9-162 material - fiaiahsd *tsar. E. oalvaalxede Solvent fleas r/Y.M. i P. Napths fir Stalaless Steel. 3. Compound - equal to Permacex /2. conductor froom aha main service to the velar main at the C. Mirrors E. Septic 3yeter - When required iq !leu o[ saniisry C. Black Steel Piping System point where the main enters the bulldin This •cry is finish. Ga v•aLzed Steal Pricer Wbita •twat connections. Sst site plan. Provlda com,.lste P 8 R• grounding 6-209 for o11 base tiaish. Stain:ess Steel Mirror - eM if corhiwation - septic system onciudin oe tic tank, Aistribution 1. Black steel pipe - ASTK - A-120, schee..ule 40. conductor •hall be installed In conduit. ^ - Masonry Block 1111ers: 9obrlek No. B-166 Slse l8 by 76 Inches. g ► 2. Fittings •- black malleable - 150 lb. All frrder conduit, resin twitch and past! houetng •hall SPEC. LJ 0 tilt Clsse block filler. 11 marcors high grade polished plat * glass boxes, field, tile, gravel, excavrtien and backfill . 3. corpound - equal to Pstmetex !2 . be solidly grounded. • - Hpexy liginh - tilt Claxs •posy coating - 2 coats, "silvering quality" with silvered beck protected Comply with requirements of all authorities having All bonding shall be done wtth so.l.derltrs pressure jurisdtctton. connections. SHEET M a a T N O- � mil tbiek etch. by electrolytically deposited copy** ted mirror Almsnrions sad capacities of eys�e■ shall be as baokimg palet. shorn oa Sltr flan. �MIMWW �' �� , * % _. + .,-. _ 10�!00�■ �. .._ ._ _ -tet 71eep^ ., ■ _ a�■� �t 1, I _ m a i ■ . - . .. ,rill II► 111 II 1 1 1 1 1 I l f l l l l l l l l l l l I 1 1 1 1 1 1 ) 11 1 1 I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11t I I l 1 A I I I I I I I I 1 1 1 1 1 III «. I i 11111 1 � 11111 � I � IiIII � ii111 � 11 � � 111111111111111 � 1111111 � I1111lIlIl I11tt111111111111 � 11 , NOTE: IF THIS MICROFILMED ►_. - 1 2 _..3_� 4 _ _5 6 7 8 9 0 11 12 DRAWING IS LESS CL.FAR THAN "' `-----'-mow THIS NOTJ'1, IT IS DUE TO THE QUALI Y OF THE ORIGINAL DRAWING, __ --- _ _ tJE 6Z 8Z LZ 9Z SZ bZ EZ ZZ IZ GZ 61 BI LI 91 SI t,I EI 21 If 01 6 IB..--'--. IL-- '---.Iq-. SI----' ? EI Z 1"ri'" '.i t►rllUtlllnll unllllll unitiul utll►ILIIIIIIlI11111111111IIlIIItl1111111111111111111i1IIIlIIIIIIIIil uti>UH11111Il11!1II111lllljlll(1l111111111lillllllll,1111!IIUII1ttIIIIIIIIWIIIIdIIIlI1111IIIIlIlIU]1411I11111ll1�1lllWlul111111111111Ill�1111lnidIILl111ll1111IU1111u"ljll1IIIIIIIW�1111 . 204 iKti AY11 .. 19 9 9 -cl . --.--...-------....Nmw..-.-.- ..-- _. 11 . _ ,__._______._,_L __ _�A N., ,1- .--.---.- - -.Mrs.- %. ~-�­�__-- REVISIONS 0 EAISTINCP 19732' W � T a -I S' t3'-0 ST R. UCTU RE 24- r, - N 44 5Ca 42 W 19-7 I DoWf-J=:�p�I�T W/coNG, j I �• o LL _ ,,N,. r_c ,....� ,�. .�,: .f� sly 12 �K�Aw, IM - �f Lc_T FDIC / JN �IJT GU Re, r-OR, 1 V In \1 kA T I r 3 L rll. w MIU r < i 1- -- V - r�FIC-E I _ 43 8 x 4 � 3 I SN��P _J W -N ATUFAL- �Ak �. .1 UNIMPROVED _ �E TNI ; AP,EA TG �- ISl t t F 6+; ' .a+o:w..wtw•a,un.W,-N'".urv.iK:Ya,wrrww...».. ....v ....._..»................. ...,.......uww.ey.ri.;>Fi+e.'.M..4riilWiiMYiW . •.... ,. ....:.,.:.c...ri.e.�tiv..un_..r.n.eu.......,.....,u�.r.iwu-.r.»:..»rr..v...vuwrlMYN...yaVWYWaMwwawua+l.NiYin:r. _ .HMNNY.Irw+Ynaw'. REVISIONS a T V ..�� � r � a OC p1 n W C •_ r,O0. O C Z', O_. '0 3 _V > W ] O Q 0 P1 ,dl 27 (ClR X t o n L05.�8 207.7 206,3 2c�5,7 2o5,ro �oS.L X45,3 LU 4-` DEEP SWALE IN LANDSGAf-'E(i AREA �� ti , O w W,`l ' `J FIN. FLR EV.LElos i5 -_--- ty� o X� ^•Los So � `"� FIN. FLK - E E r �ANUINC� - - GKACE THIb / �-0-7 I_ _ -- }– 04 2I AI:EA aN MCaOT L_ TCS WATLJ RAL AREA W I ��42 SLOPE J 3 207.3 F. Q 10- R A•DE Ev .J E N Y F' Q_ I �J 104,4 9 2c��-7 i , ��� — 205.3 - - __.. D _ W -� U4.9 ZG4.4 o� I W ���� iDE� I 5 T(-.I I Z P_L -- MATO_N ZC�o.5 ExI5TIN& I Q 2 J 2 n N _C�S_5 Lb5_G�O ZOI.9 /jD1,�jL L'--� '• r O \ U x-04 165 ` '05 I � ZD'3— rI&,TCN EXISTING I I1\) I � I 204.5 Z 3 2Gz.G 7b0 ,2 1x9,9 v � 00 ff ,� , Q � f� Z 205 — 3'� O I I I n it ' (� l.l►�E Tc arl ua-4 �� - W�.. J GOI�E��TI�I�I Fox �'ll� kEINF GLIu✓F�i f'ER 2D0 1- W REMC�/p.�L� c- # \� _ oRE�?� STATE SP1 A;, FL. TOP 3pll I�IpJ.�. STD 243,4 '_U2. i TvP vF RIM F-L-EV. = Zo3 I ��� 19c1,4 199.o I '.8. 5 � L o Etc �iTI Iv C� « N V y GR/\ Dl �]G G ADINC NOTESaPL41 of tion & Tree Removal \ SCALE ' I11 ISI Spec -M I no e s F 01i T d-'ET-I Iken dur•in�, the demolition of the existir_- buildings and trees so as to locate all unrierground items, e.g. . pipe, W lil 511 conduit, storage tank,, septic tanks, cesspools or leaching lines, a water wells, irrigation pipe, etc. Any septic tank found shall be N Q Ge N r KA1_ Nor E S NOTE . I z removed from the site. Any seepage pit or cesspool found shall be a W -- -- r pumped dry and filled with cle?n sand. :she top and sides shall be H I. ALL WOV<K SHALL Etre IN ACCoce�C>ANCL-_ I�'�- ELE-V, 00.08I a s -- � � p AIJ,����� broker and removed if they are within five (5 ) feet of finished grade. ® J 0 .ODL�� ,LIR,EMENT� pF 6 The water well shall be cut off and capped, five ( 5 ) feet below• a ID ��GAL AVCt+GIE�> ►�t�vIHC' �,_I►%�1<�U1�..--TI��� �'�`S� C�� N•E. <�OR• �OFIG • F�OI .C_N TIC-�A [7 SII ] fit-T JF;i finished grade. Any metal. pipe with a diameter greater than one (.1 ) � ovEP, TNIr3 F;OgTrON OF Wc�„ PIJBLIC. '-CHOOL AT W.W_ cC�. OFF THE INTER- ` `- - 1 h ° T� r inch shall be excavated and cienred from the site . Any vitrified clay � Q ��EC:? 1DN PACIFIC. NWY AND 5,W. GARRETT ST. P f leaching 1 fines may' he broken in place. Any tree that has to be re- Q W 2. SCARIFY �? COMPP CT AL.L- ;�UE.(-7RAPF_ - ° N moved due to the construction, should he completely removed and th:e � W O N Phloem INE To FC_EMNT OF FILL, - cavity backfilled as described in the trading Section. Any root with - a diameter greater than one (1 ) inch shall be excavated and cleared Ln v Q j. AL_L_ FII-t_ t4ALL. bE COMPACTED ►N gll from the site or mulched for future lar.dscapine. use. All cavitler N PLACE IM LNYF V,'5 NO-i TO I- NCEFr(V ��'INE� � shall be cut in a "V" shape 4 that compaction equipment will not a) 11 Z a h"TNIC.rI�, T(--) P• MIriIM,JM t2E1_ATIVE I`'IN' bridge during grading conducted in the manner noted below. It is re- � W J DEN 51 TY rn;=-- 90 fc, M I DA,�a FEALTY CORP commended that the demolition be supervised so aQ to prevent debris J from remaining on or tieing buried on site. (� E. r"APMAh_I A/E. # ���2 c �� P L. A N T F � F=U L L E R TOQ , CALIF=. -—---- -----II _ I — _. - - Gradin 1O g N Q z_ j/4 - ' Prior to the controlled grading operations, the construction area �. !. C_ ��E N U 714 - r70- (:_)41 EL should be stripped of all thr. vegetation that is present and cleared N 0 LOW LINE _� of all the demolition debris. The vegetation and other strippini-s FIN GRADE C PLANTED should by removed from the site. Moderate grading is anticipated in � N FIN the development of this site. It is recommended that all surfaces that a �0_0_ FIN C�CZA[)E . `- are loose that will support ar3phalt concrete oavinlT, and a]. 1 surfacesthat will receive fill or backfill, be scarified to a depth of eight. Q (`TGF' of A/� of?. coN�, EN1EfZAL_ FLE�T�,IC: ,c�3-�4.3-54-54 ExT. 3tiol"" � ��f�TI-AND r"-� r 2 Ex STIr4v r.,GZADE (8 ) inches, watered or dried to near Optimum Moisture Content and I N T'Y OIE`-T NA?IJR,AL CCAS X03-22�-4�Li I `�I reeompacted to m minimum of ninety (90 ) percent compaction. Where N I CITY OF -r"I�AI�p C`�ELJEKi 503-F�'�9 4171 fill or backfill in required, it should be placed in a maximum of six N U GPJE-�•AL I-ELEPNONE 5r��,-�54 -0050 - (6 ) inch loose layers a.nd each layer compacted at near Optimum Moiastlire NOT E J T '. - F I Content to at least ninety (90 ) percent compaction. Clean on site I,�AF;L �11A�"ER DIaT, �r_� .. �n �� (r���{- Rif soils may be utilized as fill material . Imported fill soil should be I. EXISTINra GEAUE HAv E (✓E Er`+ TAk.t_N -- predominately ,grandular andnon-expansive, and be capable of dev- FR�OM FLAN F�f�EF'NG.�V I_`�Y RI�NAKC W- P rr��Il eloping the bearing strength required for the project. MONT(vO EI-�'T LAND 5Ut�4/E'Y�R, I Q I Compaction Standards A.S. T.M, D 1557-70, modified to three ( 1 ) Z. SEC- SHEET G--I Fr�� �-'AV1NC-� �F'F=-c- ! F= � LJ � V'J /-'', �_ ��-, 2 � layers in lieu of five ( 5 ) layers . 3/4,1 SHEET NO_ ,mow ,,,I►.+,.. ,. ;1IIIII►VIII+fIIIIIrIrIIIr�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIjIIIIIIIIIIIIIII�IIIIIIIIIIIIIIrIIIaIIIrIrIIIIIIIIIIIaIIIIIIIII11111IIIrIIItIIIIIIIIIr111rIaIIIrIAI1IIIlIIIIIIIsIIIIIrIrIl11111a _ -� ,,IIA•..,....�.,..... 1 NOTE; IF THIS MICROFILMED ( 2 3 4 5 6 7 6 9 Ian12 GRAWING IS LESS CLEAR THAN — r— -------a� �4X THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I! DRAWING. — --- — — oE 62 92 LZ 92 SZ bZ EZ ZZ 12 OZ 61 91 LI 91 SI bl C1 ZI II 0II--1 6 I6--- ' IL,-- '-- I9 IS- b EI' 2 1"OL•" :24 ' �minlllnnluullnllnuuusluulnnlllulllHI1111IHIIIIIIIIIIIIIIUIIIUIIIIIILIUIIIUIIIUIIUUIINIIIUIIII�lIII11IIIIlIIIIJIIIIIIIIIIIJIIililll�lll!IIIIIIIIIIIIIIIIIIUIIIIL11111IIIllIllllt�l1111UIIIJII(llW11W1111111111111(I11ll1llWllllllllll)UlljJlllU1!llllJI1111IIIlII1lUI1111 ' MAY 18 1990 - REVISIONS 0 � E � , - V � w+ C c+ cwu �. O = C O• C 3 C O= d (�A LV �5C.1=: N o CSL cr «.I-�/. C7�iATl: Iti GN�LI',E�.E:G f:r-4N� W 2 � M rAO s VI I w X11 COLLECT IONA �O X\ F. FJ �A �T C N `UA' I I`.l I w _ w N !ll Q I�Il T rAV oh C�1T1J- r7NLY) TO F?'T-MC' Wo�MAL PAvMT. 1 Nf� L.0-N P I p w w 0 171 1{ 0 Q , WI4 FIu- �N DIRFGT�D all NF UJL\/CF,T 4.1 r'11N- I ��� li t3/fir �IIQil z 'r D- 0 �- u 0 = J i >m NV U JO J (L Qo 0W W W ON Q � - N0 ' z w -J 0 W > J ELN Q � Q N ' Q N ® a N - cu N U I. � ■ 3 1 SHEET NO- Air 4P �I�III�IIII,slllli�'Ilil� llll�llllllllllllllllllllllilllll�llllllllllllll11ItIIllllllllllll�1llllll�lIIil11 11111 Jill II 111 Ill I I � � SII S I I Il�ll I l l I I l I l I l I 111 2 3 4 5 6 7 A 9 10 I I 12 NOTE: IF THIS MICROFILMED DRAWING IS IES; CLEAR THAN THIS NOTICE, IT !S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 9Z L2 92 SZ 02 E2 22 12 02 61 BI LI 91 SI bl EI 21 II 01 6 9 L 9 S b E — Z I"•��' ' r11lUuIn1111n111u1111uInul1u111u11u111111111111111111111111111111lIIIUtlllll�lllilll Illlllllljlllllll�llll�ll�lllillltlll�llll�lll l�llllllHllflllllll!�IIIIIIfItl111t�IWllllllllll�llll�llllillll,lllul�l:illU�WllWlll11111111ll111�llllllilllUlllllllllllllill�lIUI111111UI1iW�1IH MAY11990 -A 18