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16125 16135 16145 16150 16156 16160 16165 SW 72ND AVENUE BLDGS 2 3 4 I ®X-Tom viol L 1I Rt PR t R g �& 0 48 1 op P.O. SOX 127 • TUALA'TIN, OREGON 97062 • PHONE 682-2601 OREGON BUSINESS PARK III BL 2 November 23, 1983 16125 SCJ 72 AV TIGARD 7095— 1 354-B- 111 -000 Dear Viking Fire Prot . Co . ) This is a Fire and Life Safety Plan Review for the automatic sprinkler protection system installed in Or -egon Business !mark III Building #2. This plan review is predicated on the 1980 edition of the National. Fire Protection Association Standard No . 13. Separate the inspector ' s test valve and discharge from the auxiliary valve and discharge or install as per figure A-3-9. 1 . 2. Install 2—way longitudinal bracing on secondary main ( see figure A-3- 10. 3. 5 ( c ) . NFPA- 13 Section 3. 10. 3. 5. 1 . This review does not cover information for insurance credit . Automatic sprinkler equipment shown on the plans are designed to provide a pre--determined minimum amount of protection for this structure , occupancy ) hazard and water supply . Alteration of the sprinkler equipment , building , processes , occupant, or reduction in utater supply may prompt this department to write order 's to cease and desist operations , to vacate or to upgrade fire protection . ( UBC Chap 38 ) One set of approved plans , specifications , and plain review shall be kept on the construction site where the work authorized thereby is in progress . UBC Section 303 ( b ) . r A copy of the contractor ' s material and test certificate shall be forwarded to this office after completion of all testing and flushing . NFPA Sitandard 13, Section 1 - 11 - 1 . BONIN— ... . ., ._ top— „ � �_...,w,,...W' w,,,,.. ._ . ._._ _.� NOTE : IF THIS MICROFILMED �,, �� I 1O 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 09 Z Z L Z Z 4 Z Z Z Z I Z Z 6 l [ L T T v 1 E I T i~ t I T t DRAWING. , IIIlllllllllllll (IIIIIIIIIII (illl!lIIIIIIIIIIIII IIII (III IIII li�iIIIII IIII IIIIIIII IIII IIII IIII IIII II�I��..� ,1li�li 11111111 Illilliilil� IL,I ���� I�lllllll I ill illi II III illi I►illlllllillllll IIII 11111111 JIiIIIII IIIIIIIiII II�IIIIIIIIIIII llll IIh ..z , 1990 MAY )r, I jot-go A 11 - . .w..w. ..,.:.,t.+o.ywyrwW�.. .,. .... - .,. .. . . 1 eA^,�a+s.r-Yk�Sx � .� Mil ° -w.u�:iu:;�L�c. _,... Fci- � n.. ....-........_,..+-�...�.•. ., .....+. _ ..,... � �: 1� P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 Where wet automatic sprinkler equipment is sub sect to freezing , it shall be protected by providing heat or insulation to maintain a minimum temperature of 40 degrees F. NFPA Standar ( 13, Section 3-- 10. 1 . 1 , 3- 10. 1 . 2 ' and 5--2. 5. 1 . Install not less than 6 spare automatic sprinkler heads in a cabinet and provide a head wrench . NFPA Standard 13, Section 3- 16. 7. The installer shall properly identify this hydraulically designed automatic sprinkler system by a permanently attached placard indicating the location ) and basis of design ( discharge density over designed area of discharge „ including gallons per minute and residual pressure demand ) at base riser . See NFPA # 13, Figure A-7. 1 . 2, Sample Nameplate . NEPA Standard 13, Section 7- 1 . 2. . r The following 'rests shai l ire witnessed by a member o+ this Fire Districts ' Fire Prevention Office staff . NFPA- 13, Section 1- 11 . 1 . Please call for an appoint- ment no less than 24 hours in advance . Flush ( test ) the underground and lead in connection as per NFPA Standard No . 13, Section 1 - 11 . 2. 2 and 1 - 11 . 2. 3. NFPA 131 Section 1 -11 - 2. Hydrostatically test the underground piping stjsten with as many unleuvered .points as possible . ':FPA 13, Section 1- 11 . 3 and NFPA 24, Section 8-9 and Section A-8-9. 2 ( a ) . Hydrostatically test the automatic sprinkler systeri ( s ) as specified in NFPA 13, Section 1 - 11 . 3. All drain facilities shall be tested with the control valve of the drain or inspectors test wide open . NFPA 13, Section 1 - 11 . 5 and 2-9- 1 . • IRE i � l � lili ilil � li � ilil � l � NOTE . IF THIS MICROFILMED �l 4 7 J 10 11 1 DRAW I NG IS LESS CLEAR THAN - _" - -- - -- --------- -- -- - -- - - - - THIS NOTICE , IT IS OUE TO THE QUALITY OF THE ORIGINAL Q Z 8Z L Z Z QZ Z Z �Z I Z Z 6 � -' L [ T t T- � j I ` I I t 6 8 L 9 DRAWING. I IIII UII IIII IIII IIII Ilii IIII 1111 IIII IIII Iil� III! IIII IIII (III Ilil IIII Ilii IIII IIII IIII IIII IIII II11 Illl��.:���, lhl►II Illi IIII IIII IIII Ilh Uil a 1 Im 11111111 IIII IIII fill IIII 1111 IIII IIII IIII illi IIII IIII Illl IIII 1111 III! IIS! IIII ILII Ilii IIII iliLllii,i , A 1 r�o w tR1 t bA P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 All alarm functions shall be tested . NFPA 131 Section 1 -- 11 . Water flow, air maintenance , and control valves shall be ' supervised in compliance with NA=PA Standards 72 series by an approved cen4;ral , proprietarm or remote station service or a local alarm, which will give an audible signal at a constantly attended location . UBC 3802 ( c ) Normal office hours for Fire District Inspectors are from F : 00 to 9: 00 a. m. and from 4 : 30 to 5 : 00 p . s^. Inspectirn requests and questions should be made by phone during these hours only . Whenever possible please ask for the inspector you wish to talk to , by name . Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government . If you desire a conference regarding this plan review or if you have questions , please contact Gene Birchill at ( 503 ) 682-2601 . Si cerely 4' n e B—�ii R r% ch Prevention Bureau 4 r ±'..� � ..�'_ N � � ! ' ' T'.'':Y r h{,j4�!71f 1,�.•pl �174•!�, s � - p � • , r d � wrwwM�. t f ' l � ' i � � l � Ali ill il � � li il � � li ' l � ill illi � � 1l � ill ' l � ill Ali Ali ill ill illilli i illll � ill ° l � � � l � ' l � ill i i �i i i ill ill il.i iii il,ilili ill ill ilililii � i ill ililil � ,,► . _� �,.�..�..•..._...�.�,�...,.�..:�., • ;�, , M)TE : IF THIS MICROFILMED 1 3 4 DRAWING IS LESS CLEAR THAN TliJS NOTICE, IT .IS DUE TO THE QUALITY OF THE ORIGINAL v �' DRAWING. � Z 8 Z L Z Z 4 Z Z Z Z T Z Z 6 i T L T 9 I 4111 �- 111111111 'rill IIll ��llillilliillll�IIIIIII) IIIIIII) Itollill�llil IIII IIIIIIIIIIi� IIII IIII iliilll) IIIIill� till I!II Iill��..��,,llillillllllll! IIIIIIIIIIINUIi1ii -'I iIris1111IIIII IIII llil Ilii ilii Iiilillllill� IIII IIIIIIII IIIIIIIiII�iIIII Illl�lllitillllllMAY 23 ) 1990 lll� • e A , 1 �hlVl - G+Yiw 11if�r.l vc'a oAMm`r' ., r. 1 -l. } rR .t", o _.—.. . L,.• .� - - k 1 I ® Y 1 t R I P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 OREGON BUSINESS PARK III BL 3 November 23, 1983 16150 SW UPPER BOONES FERRY RD TIGARD 7097— 1 354B- 1 12--000 • Dear Viking Fire Prot . Co . , This is a Fire and Life Safety Plan Review for the automatic sprinkler protection system installed in Oregon Business Fark III Building ##3. This plan review is predicated on the 1980 edition of the National Fire Protection Association Standard No . 13. Separa � e the inspector ' s test valve and discharge from the auxiliary valve and discharge or install as per figure A-3--9. 1 . 2. Install 2--way longitudinal bracing on secondary main ( see figure A--3- 10. 3. 5 ( c ) . NFPA 13 Section 3. 10. 3. 5. 1 This review does not cover information for insurance Automatic sprinkler equipment shown on the plans are designed to provide a pre--determined minimum anount of protection for this structure, occupancy , hazard and water supply . Alteration of the sprinkler equipment , building , processes , occupant , or reduction in water Supply may prompt this department to write orders to cease and desist operations ) to vacate or to upgrade fire protection . ( l,4BC Chap 38 ) One set of approved plans , specifications ; and plan review shall be kept on the construction site where the work authorized thereby is in progress . UBC Section. 303 ( b ) . A copy of the contractor ' s material and test certificate shall be forwarded to this office after completion of all testing and flushing . NFPA Standard 13, Section 1 -11 . 1 . r � r iii iii il � il � � ili iii il � il � Ali il � Ali Ali il � iii iii iii il � ilc iii sli iii iii iii i i iii iii iii Ali il � iii Alii i i i�ili iii iii i , i il � lili Ali iii � lilili iii iii ilili � � :.r �.yno ...�..._ .._ ,• ,. NOTE : IF THIS MICROFILMED 1 G 4 IO 1 DRAWING IS LESS CLEAR THAN -- --- - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �' Z 8Z LZ Z SZ Z Z Z IZ �� iv T GT�- 9i i t' ~E '1111,111111,111111 1 ITIT - '1111111 g _ '11,111111111 i +. • _ . DRAWING. 9 I �• �I� Illi fill IIII 1111 IIII ILII Ilf� Iilllllll (ill IIII IIII IIII (III Illi II-If IIII Illi 1111 IIII illi IIII illi IIII llll��.:;��!ll III! allilllil IIII IIII IIH �JI� I�►I 11�11�IIifi�ili Illllllif Illi Ili Ilii Illi Till lii� Illi IIII III��illl ilii llil IIIfIIIII IIII IIII IIII IIII IIII IIII II Y,Kf/flT1Ar � • .Alk 4_ "0" 0 .....aa. .... .,L.r/y�/jYI�IY�.,..u.. u. 4�1 • ._ � I ► r � P P.O. BOX 127 • TUAI.ATIN, OREGON 97062 • PHONE 682-2601 Where wet automatic sprinkler equipment is subject to freezing , it shall be protected by providing heat or insulation to maintain a minimum temperature of 40 . degrees F. NFPA Standard 13, Section 3- 10. 1 . 1 , 3- 10. 1 . 2 and 5-2. 5. 1 . Install not less than 6 spare automatic sprinkler heads in a cabinet and provide a head wrench . NFPA Standard 13, Section 3- 16. 7. The installer shall properly identify this hydraulically designed automatic sprinkler system by a permanently attached placard indicating the location, and basis of design ( discharge density over designed area of discharge „ including gallons per minute and residual pressure demand ) at base riser . See !'NFPA # 13, Figure A-7. 1 . 2, Sa„iple Nameplate . NFPA Standard 13, Section 7- 1 . 2, . 0 The following tests shell be witnessed by a member of this Fire Districts ” Fire Prevention Office staff . NFPA- 13, Section 1 - 11 . 1 . Please call for an appoi7%1,- ment no less than 24 hours in advance . Flush ( test ) the underground and lead in connection as per NFPA Standard No . 13, Section 1 - 11 , 2. 2 and 1 - 11 . 2. 3. NFPA 131 Section 1 - 11 . 2- Hydrostatically test the underground piping system with as many unlouvered ,points as possible . tN*, PA 13, Section 1 -- 11 . 3 and NFPA 24, Section 8-9 and Section A-8-9. 2 ( a ) . Hydrostatically test the automatic sprinkler system ( s ) as specified in NFPA 13, Section 1 - 11 . 3. All drain facilities shall be tested with tf � control valve of the drain or inspectors gest wide open . NFPA 13, Section 1 - 11 . 5 and 2-9- 1 . WWI low .o, i NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -- - --- - -- - - -- - ---- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. EZ 8Z L Z Z 4Z Z Z iZ Z 6 � T � 91 1 41 i E T T I i 1 6 1 � g L 6 9 f Z 1 ,, • - . IIII.IIIIIIIIIIII illlli►1111111111111111111111111111111{I IIIIII�IIillllllll IIIIIIiI Ilii ILII III! liIll11111111111111111IIIIIIHUIIIIII I�i11111111111i1 Ilii IIII�IIIIIiIII Ililllll, illlllll IIII Ililllllllllil{Iillllllllllilllll�illlllllil�{III I!I �' . i i ,. ,; �. � ti.. w.a. ..YW. ,. _..w.� _r..�a..y�yy....s- ... •tiw�� .. n �y„� -. _�'� -. .--. Y- -. ..+o ,a, i. ..�b�,-'"r�. l�� � - %w t��.w,wr�w,rr,Ka......,.��..-. ���y . 1 A 0 , P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 All alarm functions shall be tested . NEPA 131 Section 1 -- 11 . Water flow, air maintenance , an control valves shall be supervised in cOmpliance with NFr-A Standards 72 saT' ies by an approved central. , F , -)prietary or remote station service or a local alarin which 1. 1 give an addible signal at a constantly attended location . UBC3902 ( c ) Normal office hours for Fire District Inspectors are from 8 : 00 to 9: 00 a . m. and from 4 : 30 to 5 : 00 p . Inspection requests and questions should be nada by phone during these hours only . Whenever possible please ask for the inspector you wish to talk to , by name . Approval of submitted plans is not an approval of omissions or oversights by this office or of non--compliance with any applicable regulations of local gos,•ernment . If you desire a conference regarding this plan review or if you have questions , please contact Gene Birchill at ( 503 ) 682--2601 . Si re <1 4r men i r h i Fire Prevention Bureau tr ...._......,�..... .,.yo-.. .... ' ITI1 iIilili 111111 111 1 i ililili i � il � li i � i1111 11111 i Jill 11 111 111 i � 1111 i ; NOTE , IF THIS MICROFILMEQ 1 4 '7 1 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Z L Ill�, llll Illi IIII IIII IIII IIII IIII IIII (III 1111 II!! IIII IIII III! 1111 Till IIII IIII IIII 111) 1111 lill 1111 illl,�.l,�,;!II ILII IIII 1111,1111 III! IHi IIII iii IM111 IIII IIII IIII IIII ilii Illi IIII Illi IIII Illl 11111111 Illi i!II 1111 Till IIII IIII Illi IIII IIII III! IIII II ► MAY 23 990 71 t� s — 1 r QTWF T P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 1 . OREGON 61151 I NESS PARK III BL 4 lNovemb er 23, 1963 16165 SW 72 AV TIGARD 7096— 1 �. 354B- 1131-000 Deur Viking Fire Prot . Co . This is a Fire and Life %safety Plan Review for the automatic sprinkler protection system installed in Oregon Business Park III Building #4. This plan review is predici. ted on the 1980 edition of the National Fire Protection Association Standard No . 13. Separate the inspector' s test valve and discharge from the auxiliary valve and discharge or install as per figure A--3--9. 1 . 2. Install 2--way longitudinal bracing on secondary main ( see figure A-3•- 10. 3. 5 ( c ) . NFPA 13 Section 3. 10. 3. 5. 1 . This review does not cover information For insurance credit . Automatic sprinkler equipment shown on the plans are designed to provide a pre -determined minifr?um anount of protection for this structure , occupancy , hazard and water supply . Alteration of the sprinkler equipment , building , processes , occupant, or reduction in water supply may prompt this department towrite orders to cease and desist operations , to vacate or to upgrade fire protection . ( UBC Chap 38 ) One set of approved plans • specifications , and plan review shall be kept on the construction site where the work authorized thereby is in progress . UBC Section 303 ( b ) . A copy of the contractor ' s material and test certificate shall be forwarded to this office after completion of all testing and flushing . NFPA Standard 13, Section 1 - 11 . 1 . Imo' ••' ' `� `�?.. .,.. . ' `" '�, ��� ;;,'��Ak' '.► ,""'�p9'�R 131 NOTE . IF THIS MICROFILMED 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 1, j �; j j T [- i I b !8 L 111119 I , ILII ll I I ll II�IIIII illlllllllli .11llllllllllllllllllllllillll Il.11lllllli IIII�IIIIIIlIIIII IIII illl Ili IIII�s..���,IIIIIIIIIII� {1lIIIII�iIIlUlll � 11111111111 illl IIIII�IiII►III Iill ILII �IIl�lill,•Il, �II1l111111111111111111��illlll{I �I11111111111111111II s ^*+tta1990 MAY 2 3 NOW .,...., -.._y, ..., w�rWrr. ., .. �. rw.irri yYK•.••w , �r! - ., .. . .,; .. . r -- - 1 d 5 1 1 rI® R.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 W' ere wet automatic sprink leT• equipment is subject to freezing , it shall be protected by providing heat or insulation to maintain a mininurl temperature of 40 degrees F. NFPA Staillard 13, Section 3- 10. 1 . 1 , 3- 10. 1 . 2 ' and 5 5. 1 . Install not less than 6 spare automatic sprinkler heads in a cabinet pend provide a head wrench . NFPA Standard 13, Section 3-- 16. 7. The installer shall properly identify this hydraulically designed automatic sprinkler systeifi by a perranently attached placard indicating the location , and basis of design ( discharge density ever designed area of discharge „ including gallons per minute and residual pressure demand ) at base riser . See P40=*PA # 13, Figure A-7. 1 . 2, Sample Nameplate . NFPA Standard 13, Section 7- 1 . 2. . r The following tests shall be witnessed by a menber of this Fire Districts ' Fire Prevention Office staff . NFPA- 13, Section 1 - 11 . 1 . Please call for an appoint — ment no less than 24 hours in advance . Flush ( test ) the underground and lead in connection as per NFPA Standard No . 13, Section 1 -- 11. . 2. 2 and 1 - 11 . 2. 3. NFPA 131 Section 1 - 11 . 2. H+idrostatically test the underground piping system with as niany unlouvered joints as possible . NFPA 13, Section 1 - 11 . 3 and NFPA 24, Section 6-9 and Section A-63--9. 2 ( a ) . Hydrostatically test the automatic sprinkler syster' ( s ) as specified in NFPA 13, Section 1 - 11 . 3. All drain facilities shall be tested with the control valve of the drain or inspectors test wide open . NFPA 13, Section 1 -- 11 . 5 and 2-9- 1 . _ . � I ( II I III 111 111 lli 111 Iii i � ISI ESI i � . I l � �.l� l � I � � �- .li } II I � I III I , i III 1 , },aN � � NOTE : IF THIS MICROFILMED � � 1 11 121 i DRAWING IS LESS CLEAR THAN — --` — - — — - - - - -THIS NOTICE, IT IS DUE TO ThiE QUALITY OF THE ORIGINAL — — •�• DRAWING. 0£ Z Z LZ Z S1011110 Z � Z Z TZ Z f� T i . LI T Z i ET I I II 8 L 8 4 f E Z illlllllilllllllllllllllllli IIIIIIIilllllllllll! Illllllliiillilllllll Ili! Ililllll IIII I!!! IIII IIII Ilil��.:��;lllJlll IJIIIIII IIIIIIIIIIHIlIJ11Il I�111111111 IIII II IIII ILII Illi Ill! llil Iliillll IIJ11111J1111111IIIIIIJIIIIIIIIIiillllllllll MAY ' 11990 -41 i '71 now r ' IRt PR tt 11 1 tRi [ t P.A. BOX 127 • TUALATIN. OREGON 97062 • PHONE 682-2601 1 All alarm functions shall be tested . NEPA 13, Section 1 - 11 . Water flow, air maintenance , and control valves shall be ' supervised in = ompliarce with N PA Standards 72 series by an approved central , proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location . UBC 3802 ( c ) Normal office hOUT` s for Fire District Inspectors are from E; : 00 to 9 : 00 a . m. and from 4 : 30 to 5 : 00 pin. Inspection requests and questions should be made by phone during these hours only . Whenever- possible please ask for the inspector you wish to talk to , by name . Approval of submitted plans is not an approval of omissions or oversights by this office or of non--compliance with any applicable regulations of 1 oca l government . If you desire a conference regarding this plan review or if you have questions , please contact Gene Birchill at ( 503 ) 682 -2601 . Si ce e , nne irc 1 FiT- e Prevention Bureau wr M ' I , I f I A 7 a..r.•. :,.A.r.r,��--•, _..........w...+++MRf�W.«.y.N...._..Y.r._...._._.....-.....r•+rr .ulrY. r�rY�Yirww.,. � - ». i � ili � i NOTE : IF THIS M ICROFILI�-ED 1 2 J �t 5 DRAW I NC IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL I DRAWING. Illll �llli, ( 1111IIIIIIIIII�IIIIII IIIIIIII (IIIIIII IIIII�II IIIIII-IIIIII III! IIIIIIIIIIII IIII III! IIII IIII��-.���,IIIIII Illllllll illiIIIIIIHullf111Iffi11111I11i Ii .l III! Ilii IIIIIIIIIIIIIIlIi,! IIII IIIIIIIi IIIIIIIiIIIIlIII IIIIIIIIIIIItilllliillll,iillllll I lei MAY 23 NO Owl h e 12 . w,�%4•f. �I.r. �,• '.•.YT '/ s ���� ✓.1KI y_`, _ _ _ ••,, �Yfr/� I -, � 1_'.--.._.._-•--.-.-�_....__�_...__.___.._�..._ ___ —, ..._ '_ 'r" :.Z�_ .. -. -_ / i i"4 •t ...JY ,_ ^�►' .l',,y}yyf.tir-,,t r. .I fes^ _ .PS^'�•-..; - _ -_ —�• _ _-�+• t• __ _ " of ..:«•aQ' ... ,/y . L.••fAV • �yI�'�, y. .r -. .'��`r y f w. 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IvY;�I'h�•'{ I I �1 Y4 IL . �J I , I t 11 4 '�I 501 L DI W Cq It ' d6s1 t *T {j Z 1 1 -' STANDr.RD SYMBOL LEGEND•• ..a - -:♦ .y• •,- LI I '',l: .r !-y- ',.>.;Ay,.r { ,tq. .•?! 7�1F" ..N^.ow 91 •*+�/» *r. 1 �. p*• ^w r. a \ � � 9 �: 'A; ,,.M- y .LL- r �'�•. •�•. �i UPRIGHT ~ #t SPRINKLER LER y �... .h •. •`•a'';�e .L ,/' \ .!r _ f 1 v' II i• J!. ?r•'�,� I r'.MDr •'�'11 r '..:t. 17 PENDENT SPRINKLER 1. '! - �1r�.J(kh - S' i a 'tc', _.. :... ,�^+"-. 4 .1p r' w-rf,}._•:w .,• ', .,,, i _ - „ ' arlltM:l _•1 _ ,�_. '�"+�� t � UPRIGHT AND -. 5. .. . �,,,,.. ,~r •1 q,.• ,,v �',,: , •:,... tl` �,.,. ,- . ,., � PENDENT SPKR. J�'e•• , f STUB UP SPRINKLER �� ,,�_�t,�y ......:•.rM „F �a ,a- �' r .. r,... - �Y. ,A,} ,..� t •�:, .�', LER ry9,,,, v-, ;'* .,. „•+,f••'•►e•Mk+!t*14�t"'. < c ' X 4k' DRY-PEND. \ .r' ,r.t' T.," ! r•t1�_ Yom'' Sm. ,._ ... _., 'rrw+• .. •1. - r,.-, •T' t. — .,�xa n �'• =•r SPRINKLER w y r , ' , !< -� n• . � r • ,'yrwt,d e:, ' ' -• 1 ,.�..,�;�,., �r' A.kxf�Aw�.:� 'i'+,i 7%x,'.3`' 4'- �' 1.N.- +...�� YERTICAL 31 EWALLY • 1., ,r� 4 �• .,�yr4� �1•*r �a +.. �' A sr�I.." ' 7 irt: +;► Ip"'�"a'. 1 ?; j bra-" 4 , I yp ! D .._ HORIZONTAL • ` ,•... I tz7i t _ Mtrw + ' J ""'�'�� 9' � • .r' ~ ,r i. SIDEWALL y/ ` . t f' • Y<di r , 3� O — DRY-PIPE n f + •d' �'' VALVE DRY-PIPE • VALVE WCC. 11 N �2 `�, r • •' r ��• r � i w � — A gg .a'.fy ALARM e!no --s•si .� ���� ul—wc•�s�,r" a.rw•.-�......�,�� U Il ll I . — • ``e ! �� t. • ' a},. t L ._.— - — -` ..�._ .a.. - - _-_--s_-- ._.... ._t. — __—..__ "OttoVALVE 1 x Vo sutw'd —CHECK 4FI(I 0 Ole i Ivw Mk' t+?ccWn arras arl VALVE — ,, ® DELUGE Data l VALVE Tu atin Fe Dista f _ L�Y <>o—WATER FLOW • ' � � ,+ w i SWITCH + I IINSPECTION SHALL BE MADE +� `, "• "' �'' } D%tING THE FOLLOWING STEPS HYDRANT _ �'R+ ,cp. t _ i, - '-wr- i;, •\' :�'r ��.ryI �: +, GOND ION: _.__...1 --;OF T'n1eiT �r" P.i. VALVE �; + q� � I r~ __-__ J a� cr+•� ► � ' _ .�.IW{ 1+ �ai � yAT �y ♦ P V;..fssulny ir Occupancy KEY GATE f ,y Idd►' p � r rJC VALVE �Tlk'a;N FIRE OISARII —F.D.C. kF ` _ : TYPICAL bUIL_DIkJ(:� 5EC.TIC t,4 ZFi01 �.: + AOL—GONG OR 5(—A Jr1 WATER FLOW t BELL {// r • \^ Y'i 'rt ra .11. .. A �� A �.w'; T ♦}`� yfr. I'h' S{.,.,LE II&•. 11 Vy '�-� ^�' tsgk ,�.�\ ,.}�3.� �" •'.. ,� r (�SIbt�AL Ick• PSI 14 - ,, � ` , � ��, � "� � '_° FL•oW I NCS �) U,P./v� APPROVED FOR CONSTRUCTION � „� L 'a. �v 4• r ��. . V14INCi 'LISTA LLE•D LA-5'T 1 O, CJF CITY OF TIGARD � c T "QQ � _ SIl'E ADDRESS__._ J .... •. :._ ,'{'' �* " 1, ff TITLEXi DATE/1 REVISIONS WIl,t�, av, �� � ,: •, KI lJ N OIJ 10 1983 J FIRE PROTECT/OAL!ALATIN FIRE DISTi </1 TUALAFIN, ORLUI + j4 SEATTLE VIKING AUTOMATIC SPRINKLER COMPANY BOISE �, `":�,y r``'��' �� .• {r �' � � SPOKANE T E PLAN LONGVIEW PORTLAND/, OREGON ME�GEN� y . 3245 N.W. FRONT AVE.97210 (10'1)227 1171 APPROVING AGENCIES CUSTOMER: 0QECapr.4 =30'5I►J>~5SPA -4C ---- ADDRESS: 5w PAL_T­;ZJSr BLv 0 ; -SW '_7 z l,p AVE , 'T I c.',A 2 tD T PROJECT. SITE PLASA SECflO►J JOB NO. DRAWN BY: DATE SCALE DRAWING NO (p VQw 11015 1 AS Nc7TEu OF , r - • ' .•?s•r0_�r� t3sve• �•� ' III III III III III III III I 1111 III III I�jI III III ��� III III III III I I III III III I I III III 4111111111191,91141 NOTE: IF THIS MICROFILMED J 113 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE pNLtrr OF THE ORIGINAL S ZIII BZ1 I LTr. 19�Z�L Z L Z IZ Z 8I I I HILI I t tl t 7�I I l I T 8 6 �L�9 19 �► E L h,r 1. DRAW 1 NGI'i• /III Illl�llll IIa /III II I IIIIIIII� /III IIII�IIII IIII�IIII IIII�IIII IIII�III' IIII�IIII IIII�IIII IIII�IIII IIII�IIIIIr. �IIJI IIII�IIII IIII�IIII IIII�IIII II,IIII�I�IIII ����►��� IIII�IIILIIII IIII�IIII IIIi��lll�llll�llll II►IIIIII IIII�IiII IIII�IIII IIII�IIII IIII�IIII Illl�llli Illlrlll MAY 23 , 1990 • j. A c D E z F N 0 0 0 w O t 0 w 6 ! I U I �l * ♦' al{� 4 0 - 0 e �1 `° a� 1 d lto O `J f \k� �� O o bio 6 0 12 42. •!' I 2: In • �\� IP 10 n 4 2 2 4 12 3 +1 4 cc -7.9'� I Z.3'►1, O-t l I I.41r2 9•"1'rl 2 8 12.3423 1 2 9•I D !I•�, I Mil InB 12 12 3'a 'I '1 4 � lZ•44,. o� oil 0 in � � � �3 �r 2 'SIO O O -9-20" WATER Cy6,taC O Z MAiN Dr2A1N I In 4 v!C TEE. O o ( 1 A Vic F --� 0 4 o5gy a---TO F Lc 1 Q STANDARD SYMBOL 1 - LEGEND UPRIHTI O 31 O Q O ~SPRINKLER - PENDET SPR NKNER Q O - UPRIGHT AND n O PENDENT SPKR. I �-- 4 KEy C-ATE (VII WALL. P!\ ;:To O - STUB-UP 0 n 0 I - O 4;0-{a GI-r+•6� -+ '�4'vIc Fw STUB-UP R O_ O O `q;, I1• FL-G - DRY-PEND d UJ w 4� 0 ..—_� �_ VERTICAL SPRINKLER N W ~ SIDEWALL 0.1. [> - HORIZONTAL SIDEWALL O I M >R O __ DRY-PIPE ) D h l'. fziSEf2 DC--f/.0/.I L VALVE to IL co a 0 0 D N p N to N m d` t to SALE Imo" z i'-p� — DRY-PIPE ci in �'� VALVE W�ACC. ALARM �`11 VALVE o•� 12-4'2 8•I'�. 4-Y� I'j..'�r,L 4-� �-"1'2 12-3'n, 0.11 Ili-4�t °l-•'I'� 2.8 I�• CHECK d O O !3 (n•OI►1 fi 3 f z 3Nr1, Z•51z CI-ID I I- 11''2 12 7--1 ->�'1 IZ 4��, C3 6L) VALVE ED � �D X4 3 I 2 # � C-IEtJE2AL_ IJ07F_'S ® VALVE DELUGE } U.L. APPGDVED V Zb4 b 13' G�-I '. ' 1)i,F all MATE21A' TO NEW X— AL/EY 7a I ( d- �2A�C S UP I C,,,4-r 4 4EADS WATTCH LOW 0 o 0 3� e ; v- 1cov P_LeA,5 -. DR%I PCwt)W"T HEADS , FnG 'ST-EM 15 C AL.COL.ATEC> TO A ZI f!�� � - HYDRANT 4*1 p 02DIN JA;" I-IAZhQ© GRDVP = 6 6ELEC ALARM 1 _ pt:L 1, G y STEM �`•/ C:�VJl�E i VALVE Li NES Tp 8g HJN3 W l lrH 11/4 a DI•&, OLY QKEY E --fes VALVE ATE 6-4' 'k BELOW r'V¢UN5 - F.D.C. 4 a-GONG OR ` BELL t f i REVISIONS E 1 KING- FIRE PROTECTION _ SEATTLE VIKING AUTOMATIC SPRINKLER COMPANY BOISE SPOKANE M LONGVIEW PORTLAND, OREGON EDFORD 3245 N W, F90NT AVE.97210 ,,- EUGENE (503)22, 1171 APPROVING AGENCIES CUSTOMER: ORECLQ lel 3v51►�1 SSS PAR 11 i ADDRESS: Sw PAc TR�.�T CT SW -7Z* A,.S 1 TIGARD m PROJECT! JOB NO. I DRAWN BY DATE - ....r��, SCALEJ__DRAVVING NO OF • � III III III III III III III I I III III VIII IIIIII III III III III Ili III � I Ill III III I II III Ill IIIIIII I 1I I I I I 1 I I I - I I 1 6 I ►•-_ III I Ill I III II NOTE: IrTHIS MICROFILMED 4 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 'S DUE TO 71 - . THE QUALITY OF Trf ORIGINAL DRAW1�lG. VIII II(IIIIII lilll!�I IIIIIIIII lilllllil Ifllll!II lilllllli lillllllillillllfll lilllllli IIIIIIIIIIIIIIIIIII IIIIIIIII� ;�!lll II Illlllllllllllllu illlllll, I llllll���l��lll�� lilllllli lillllll�lilllllll '�Illlill dill Illlllllilllllll lilllllll�lilllllll lilllll i ILII I I Illii�iirii� 111 I I VIII MAY 23 J990 y. 4+ i; d � t. ,r it • Z4-OI" 2,4.'1'' 24-'1° ?A••1" 24•'I' ?�-'1" 'ls�•"1" Z4•'!" � ," 2q..9" 11 eNlfo O d 00 I p p 0 [Ti 111 d) x Y! * xRf f M 0 ea () t O "' 0 + O N m r fi f 1D f F- `N e�0 �` N ° f8 I r \� �i(�` �- _ 0 2-�� 12.3 12.3 4 O '' I - 9 o•�r � � �6-I' �+•�+�. � 12.9'x 0� �-0►'ti 0 12.8'►.. 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I!•5 o�I�►3 I �•'y� (-1 IDI 1 4(0 I;: �!'h �-2'n $-I'►1 12-�t1� p•(, VVALVEY O Op__WATER FLOW >�.� X21 O 0 I \ I41� SWITCH ------- —H/CIRANT Q - ♦— PI. O VALVE n r i 0 L 70 E'aE �!EW! 0.L. APP204 FEED VALVE Iy BR- l3� 1V�yx �� � ALL N1��TE21�, -$ -- KEY GATE It 2r.XY 25eASS UPRIGHT W5AD5 F.D.C. a 4 It: I to r° 5QAS5 Di2'•y PIS T•11 N? HF.ADS al 5y-_-1-EM 15 4,ALGUL.ATI=D TD A ,'2.1 �ISOO r —GONG OR BELL Ow-DIWARY NkZ.ARD Ca420UP N ;d) P '� cam' ALA2M SNSTEti" Sy OV4W BR 0 I (' M I—►t�ES '''J BE NuNG, wITN ►I�4x o'. PS" �t.P c.. �3 IdEi to . L'.L �a-I 12 ' 2 7 9 $'"L I I•D' 1-3 I z 3'►,L -5'2 4 IO 12 3�z C3-101) n X1°1 lg i7 #1(. SIS is NOF REVISIONS jjj?l& I 0 FIRE PROTECTION SEATTLE VIKING AUTOMATIC SPRINKLER COMPANY BOISE _ SPOKANE PORTLAND, MEDFORD — LONGVIEW OREGON EUGENE ----- T - 3245 N.W. FRONT AVE.97210 (503)227-1171 ---.1 UPROVINOAOENCIEB CUSTOMER: D�2EC�c�rJ 1°�u�,IIBJE�S PAF K Z= aYln+ F' M - ADDRESS: ,.µl PA,;L T Q,;aT >?'swt I 45W 1Z-"•- 4�. , T1C4Al21:� z .KA NO. DRAWN BY: DATE _ SCALE ORAW1NG NO a m ,.S4 0. V IM41 lb I 4k, I • OF ,. ..�i ..- -•_ ....• � ,. ... ,yam �,,, „�y .. =.rnr. " .. , ... _....-. - _. -- ....r.+...r, ter_ .....,:,...__-'-- •.. .-`r- _..__ .. . ' ' III ,II Ill III Il111I� III I � III III III I I III III III III III�III III III III III III I I III III III III ll II'III I I 11'I IIII I I III Ili IIiII I Ill III IIIIIII III III IIIIIIII NOTE: IF THIS MWkUFILMED DRAWING, IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO FIIZ Z .. � II � f � � — 18 ► £ Z IIIIIIIIIIIDRAWING. ZII _ THE QUALITY OF THE ORIGINAL lm E 1011111 LZ ZI4ZJI � LIIII I IIIIIIIII IIIIIIIIIIIIIIII!II IIIIIIIii�IIlllllll IIIIIIIII IIIIIIIII IIIIIIIII IIiI�III�Illllrlll MAY , 1999 a: 1 A y�'•q• ?� -1' ?s4_"1 24._-1 ?s: "I' z4. 9, �y •--- ov�r 6 i 14 + K� it 6' .� V N n•G 0?. 3'�. 9- 1 1ill-o , l ' �oII•II .54• � 2 • 7. � • a, t9' `•'+ �13 � + l05 Ila I►5 I f d Olt I u Ip r U;� r ilk- �►5 *1(p f X17 *r �LAI o o • � � � ,04 Idq ►►+ r 0 g 0 b _ . .... _.... ... .. . . .. ...__ ..._.... � ..._._._.. ____-_...._._ _.:._..,..._�....... __,.�_......�._., .....rt...-. _ . _ - _ f ,a3 lob IIS r i O 0 rSTANU SYMBOL ND I 1 ' iA�. 107 II1. FRIGHT ER 0O IS NT O KLER O {} O HT AND PENDENT SPKR. 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GNECK wJ 4Y PLASS FIRE PROTECTION _ SEATTLE VIKING AUTOMATIC SPRINKLER COMPANY BOISE 4' �s /� GAT l WALL. SPOKANE PORTLAND, OREGON MEUUGENEE � r EDFORD -�— 0 v 1 LONGVIEW 3245 N.W. FRONT AVE.97210 (503)227-1171 1 VIG FLL� ----a . 11'' FLG APPROVING AGENCIES CUSTOMER: OREC401"i F U'311�1�"''SS PAiZK •� SAT I No AA ADDRESS: Sw PAG •TGtV%T SVJ -7-6-W 4WS I-T-IFiARi = SCALE _^z►'-o. 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SITE ADDRESS��t I�,l�Sw7 I PERMIT NO._LS7?_ SITE ADDRESS S-fw?2- _` 13Y C —TITLE_ DATEyo 9Y _ l�' rITIE DATE Z 3?2- REVISIONS: `�\ L • _.---_..—..-•-1 fid� _ .�..-_ p ...+�,.. ` \ 'f �'—^- i 1 (+• I� � ���I ;G L j e _ Printed f �.W u r ted AUG 2 2 %3 THESE DRAWINGS All THE P"EPTY � ACKEANASSOCIATES N MACKENZIE ENGINEERING PC A� AND ARE NOT TO EO N ANY MANNER 11 INCORPORATEDCEPT WITH THE PNIOQ WNITTEN PER MISSION OF M SA SHEET IP _ �1� INS JOB NO.AL1A9 yyr ,.rrr!•r�r+.....-T...+r :�..P. w.s „ ,. - .,4 ��. -s � y .•�:. .... ti a. �,,..... -.:d `•. '•�.'''P�."wT71Y41L��[SiR:'1� yV�•.i.� `�1 �t��� « '�flryMlb •• I I�Illfl IIIIIIIIIIIIIII ILII I IIIIIII IIIIIIIIIIIIIII NOTE: 1F THIS MICROFILMED I Ii� I ��IiII IIIIIIIII I IIIIIII IIIIIII I ILII � IIII-III -III�I I ll IIII-III VIII �II►IIA I (l�I) � IJ`ljWl�l i,���I �� IIIIIII IIIIIII IIIIIII III 1I 2 DRAWING IS LESS CLEAR THAN T �I TIIS NOTICE, IT IS DUE 10 tllllillllllll illllllll lllllill llilllll �lllllli illllilll lillll�lillll illlrll � _THE WALITY OF THE ORIGINAL ii�il!iii iiDRAWING. iii _1F1111111111ii ` rii111 lllillllu�uliiiii1Nimiii `iiiii111ui MAY' 23 ' 11990 y._ •/•.f iTr'•M n.. +1'HMi. -1e'ilAl.1. • "�- • L — — 5 IBJ 7Z'j AVE. p q 1 �� \ \� / . --- ---.a�"fr- - - �J�_.. \ , N / I Ow z V W �' c�"� _�` �s'! - _ - 1■ W tai O ( 0 1�i` / /. �"—.— __ i c ,` I�o I ' � z o W400 CL .............. 1•Ei1 EtI sf ' I �+ + �� Z 3 144 \ \ ---o' op 4s., o OLz \ \ �JILb� N © 05 ,205 , • \ \ _ 159-.-_, G V cc \ e ------ I 1 U.. 77z 55 �15� \ \ 155 F'� r<.ti►N — - \ 7 I � --�' \ \ r 0 w W S —� — '01 x t� �.� / ./ 5 4 \ �` - �.. i Mis ,� \ _I--��IND NO � F 0 i2A D F-,:- 1� P20P0E)E.0 �-ADEe nA-rE: -� A 'oo- DRAWN BY: CHECKED BY: \ / "'.000, , REVISIONS: Printed f a' �'\ •, \ ,, ✓ �_ ,—_._.� _-� ' >"aucl 1 1983 ,�, \ \ � \� \ / \ ' THESE DRAWINGS ARE THE PROPERTY /�. OF MACKEHII E/SHIT, S IM 1 PC OR RM.- EDA NEFNNOT 703 0 *J`1? ' MACKENZI'� ENGINEERING CEPT WITH THE PRIOR VMIMIW LMR• �` \ X 1 VVIR,PORATED MINNION OF M/&A /� SHEET 00 os' OF _ 141S. \ �j' \ \ t-� -Q" JOB NO. r J' y„ _ Ij roq�•>a. C't �yiF1A�Y darTr I� I �111 .,..,.,................reua......� -...oaf . ... 1 � ; ' Ill III III III III III III ISI III III III I I III III ISI III``III III III III III III IIS I'I III III III � I III lil III I I III I I III III Il. III Ill � I Ill III Illllll Ili III Ill I I 1 NOTE: IF THIS MICROFILMED ! DRAWING, 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINALZ I 7. 1 Lri l ti Qri L ti L Iti I ��l• W' LII 1 I ►III �t ISI I TB 18 Z 9 9� C E �1 r w� DRAW,NG. `Ill��j�IIIII�IIIIIhll�llilfli�ll�IIIhNI����I����NNIN1� �IIII���I II�III�INI!�Ii�NIIII�III�NfNNINNIr �I!IIIIIIIIIIIII IIII{IIII IIIIIIiNIIINI►I►I11111�►���NI IIIIIIIIIIIIh�N N�I{IlNN1lIIlN�fIINII�N Nlill�ll I�flhlll ll Illfllll NIIINII NNIIIN IINI��IllliliClN MAY 23 - ) 1990 t 1. I 1 � 1 1 1 /� -------- - - 1 54Q IE171 1 W. I %,err--------E�-----------------tart•-------a 0 1 157Q?IMI 15(o°RIM EEEtEE>_ _ 1 - 71 IE ,157- 4'ep �Z°7o h5I IE ?Z� r IF 15� 2°70 1 TORN v i MEN ` l� OCU • 1 � I — TI E I� 1 `V 149 t1 152QIE � I`•:.Sf IE IE 151 E- I 151 IE j 4-- M I - - - - 15 RIcv i5741211`� 153PR1T'I e 1 � -) -71" Lo �l �,\ L `_IEJ 12"d GP I�° 5A 1153 i J p y ED I- C'F 1 — 1 -- - ' t 54 IE Ci 1 150 I MH - - — 11 - - PAYING, 1 r �-----Eitlitit�t�t�-liE�liE-----iE ii--<�E�-i---Ea-------------------t•----t•---..� � I 1 +- = - -- 152 RIM 3 1 / 1 W Q a 'L \. 150f2IE 1500tE 1 OF _ 152—°RIM � ��--- •-- � I T \ n 1 Q CL Y 0 ; Ad% Qt e; Z?lc \V \ I ` IE JE)4?��� �� • ;E141 151CL 1E 153 �1M �- 5'4'0 3,55714 tE �09 145 I E I \ co"4 (z 5; 1 tf _J Ex I�T IF • G v rN� T2 U G T M.H, � '�i� �����m � � 135.5'/ 1 E CUT f 13�.dv I:-\I 1`4 - , {AL1 E 14 e - O Q 0 DENt4I R.WOODS PQ AND,URfGON 1, - - ---ExlS': 11�fC-� ST��2M r�Iz�IN 6-- eUF 0o GRAIN 1 DATE: 4 —'h P�LCJPOSE Q 5AN I TA2Y 5E I,�IE-2 DRAWN BY: 5. --•-- G L-E A N- CUT 1 e, --W--PRr_?PO�ED waTEIZLIM� e Y CHECKED BY: CIOvvI � t�-tr- �'zcs�"-► IYI�-Ulf s'I- z� T1 G o,lz p wo,rE r D15 T fZ.I LT t� \ REVISIONS: a tv R F v R P \ Printed AU;l -, ., '3',i MACKENZIE RGINEERING INCORPORATED \\ TWEE DAAwwWS Alty T0111 rACK[M2,(�MITO J�Qplf f[D b/SGV/ E C UVEAS�AIS Ato 00M JT T O M IIYO [[pt wit,+THE MIOEI EIE1tTTEN YEA MISSION Of M U SHEET L— ► c = 0 ITF L Il._ TI I L.A �4 `4� OF \ tl JOB N17. r� ..,� ...fir- «.v..w..r:. ...-..... :.. _IIX111!111111 I Ili JIJNOTE: IF THIS MICROFILMED �-1I II ►I �gb _ll. 1111DRAMING 1S LESSCLEAR THAN �I Il_ll—ll_l_�_l�� •• r, THIS NOTICE, IT IS DUE TO J— THE QUALITY OF THE ORIGINAI 4 Z Z LL Z 4L T LLRAMING. JJIL'IIIII Illllllihllllllllll; !;!!I�Illll!!llllllllllllll!IIIIIIIIUIIII�I��I�11111►Illllll�ll�l!I!I SII! �lllll�l� !III IIIIIIIII!Ih1ii IIIcII�Illllll�ll,�llllllllllll�!IIIIIII II!I111►,lillililll�llllrlllll M AL Y 23 , 1990 , .0000001 Amp. �W SW. 7z nd A z O W o d W a 1 ill- z -r...�,..�. �. •.. o Lu cc J rJ 1Qw &L it . GROSS0 � N cy -- _ � 1 15G� °I� 1544 IE 1 W W a 4 /�wwwwwwwww�wl�w•iiwr�wwwwwwwwwwwwwwwwwwww� O O p In _ 15(o RIM ♦ Y r 1 U m 0' r, i' wwww�,ww J • o �1 � � Z o SD pjI' G P G15 I � < z C,p @ L] I Gw-- U Jo 1 Q I a m J 4K :? ML 4 lb t2jr I 1 1 1D 1 IE 157- �h y o7 1 (p.33rli Z 1 `~ � 0 1 3 R E I q�l0 ! 1 ' M 14� 152 a IF o 1�- 5� IE_ 151 IE� t-E-i `, V?IMcu 157421 1 153gRIF'I 1538 1 Q. 15(04 RIM GFS E5 Q. ` 1 CL 00 �o"�G P _ — 6' e 2.8770 I xZc " , co CC ui C) LJ UIJ 0 1-- P II I ♦Z� �L \\ GJ 1Y 150 4k I E c CA I°7o 154 1E EDGE O� 1 150 IE — 12 M1�� L------� PAYING 1 � ♦ � •♦tEwwww�www�ww�wwwwiwwwww�E�wwwwww�wwwwwwwwwwwwww•�ilwwwwwwwwwwww�� copII p r ♦♦♦ Z �' fo°Jo^I i Z � � ♦ U.0 0 w 0 S �-- - -- 152fRIM 3 1 W d cc Q `, \ 150ipIE i / 150�fE 1 M 152 I IM� CL !� c.8 1- I(: 155 o N Z 1 Q 1(" ,IE 1410 1 \� \ • ;IE 145- 15I as �� LE 153 R.IMI GIS \ G G'I,tCF �r 227n ce G ♦i Q \ d� 144 I E I N ',c0''� � 47, 15°j •,�� � ♦� I � II kp) s IE �- IE OUT 17-1 b � I E\ I �} -----�� \ 14-5 4�2 1 E -✓ \ 150 '121 M Jo ; X\ ,� I—EMEND £ N07 5 ,o (T \ 2, --50-Pre-01005E.0 5TCP-r-1 CIZAIN dd DATE: 3 _._ ._- - EX15'TINCa 9A ITA�`r ` 4• PV-0P01Er;) SANITA2Y -5E'Vr EI? v DRAWN BY:�� �\ 5. ---•-- C.I-E<11N OUT \ 6. —W-- P20POSE[) WL\TE2L-INE 13Y CHECKED BY: \ TIC�ArLp WATE2 DIST2IC.T REVISIONS: \ Printed \ \ AUG 22 M3 THESE ORAININOS ARE THE PROPERTY \ 19ACKENZIE ENGINEERING OEMACRENJIM,SAITO S ASSOCIATES INCORPORATED OR EPROWAND ARE NRY M NNER'E. IIG CE.PT WIIH THE PRIORI WAITTFM PER MISSION(,F M,&A SHEET �-- 5ITE L. TI LIT r"-'LLAN! —I _ 0 1".50-0 / 0 OF w{E J09 NO. _ r•' Ir • w w 232 ' III III III III III III III � I III III III I I III III II III III III III I I III III III I I VIII I VIII I III III III IijgI411111 IIjLIII IIJWTF• IF THIS MICROFILMED 1 I-I ! 4II � I DRAY ING IS LESS CLEAR THAN — — -�-- — `-- —�—�— - L L - `------- - THP NOTICE, IT IS DUE TO ti, _THF puALITroF t►E ORIrtNAL Jil ZDRAN'llf, IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIlIIiI IIIIIIIII IIIIlIIIII II;III III! IIII IIIIIIIII Illlhltilullll111►I�ll ��l IIIIIIIII IIIIlI!II IIIIIIIIII!III�IIII IIIIIIIII IIIIIIIII IIII�IIII�IIIIlIIII IIIIlIIiI IIIIIIIII 111111111 IIIIIIIII MAY 23 - ) 1990 R x >l 1 , KEYNOTES: 1 . 6" diameter standard steel pipe column typical .- FI (i0) �C,2. GPACE`� IF- I- t-- 2. lU'x10' overhead door drive-in 0 1 1 /��F� t~ (typical unless noted otherwise) I , r. 3. 9ax10e overhead door dock-high 4 . 5" concrete slab z It - 5. Anodized aluminum framed win- . W - - - - - - - __ -- - I 6. Concrete screen see anal . W O p Q. Ir elevation for size 2 7 . 6" extruded concrete curb C .' i 8. Edge of concrete slab Q a 9. Recassed anodized aluminum (n U) _E O storefront typscal \ IXrr _ I�; 10.4• diameter cast iron sanitary W W C j _ AI -c ^� i 1 sewer pipe, verify location Z a , witb Site Develaoment plans � a 11 .3000 hollow metal door typical Z ♦ ` Z CO N 12. gouge ,1Nzron down- NroWO 0w5Np j rr�♦♦ U Cr TYP FI��I^1r ILII � vuTl_Ir+E or - v ~ t fir---- ---._--_ '\ QI m n I 31. r � u F-5 F2 TO O T X71 I A t4 ALU FiLL_E�R. To SIM MAToH �ToF;E P-0 r`'T 1 M�' cc �_ 0 fV i CW iI -i, I i Cr U. co--- J TYF i /� --- '�.'_ � �i4 sae, Flrl•roA, VAhIEs V CIO --OKA W W Q a CL 0 5 �1 N CHIP I } Iti 1 = I ci� L 0 W _ ` to I �� - � � � _bT r►��:�Par�vR � �� G_ -- - _j PST M/ .Uf!Etn. T�P1-41 _ - __ � I �.N I r _ . 0 ,r,r,ir 19 I DATE: I r,l �.. - __ ,t7 /•1 i � - -----� j GN/ I { I i A � G'L, I `�''3� AYE �- I ' -- — - — ' I F DRAWN BY: i II,I1I l I I i I L E Ci ff NJ F: CHECKED BY: L_ REVISIONS: r tl b 1 ! :� WOOD aTu[7 \,VAL. � N II Ul i� � I � � � { � �'� �•�'T'NvT;� T / 'yI r.. ` W 1 — T` CST -� - - -- -- .�.. ..__- GHEE /F F��+•� H'�. r�TLs. I IFri �I -�' �-----�G3 � I RPI `✓E;�. "�I� r ' I SE DRAWINGS ARE THE PROPAF-� TNF - UF MAOEEENZIE. SAI.O a ASSUt.I TES PC IM.6A AND ARE NUT TUBE tj U OR qE PRD�UGFD IN ANY MANNER CM j -- -- - -- - CEPT W17H THE PRIOR WRITTEN PER - ---------- ------ 4 MISSION OF M 9A. SHEET Nor�r�a - 410) �a, roPACF-6 1 Printed - T— LU A11G22 '�' _�'• a' Gj�� c:�►J C: C�fZ ;��_ 't� ���.:% �� G � �� G=i'`{ :: v�--- -i--{ CG H Ci'Gc� Ga MAC,KENZIE ENGINEERING OF i'1CORPORATED JOB NO. G w.�/lL m►♦OD. � vL i;:°'�!NLiI .. � i -+` •���Ik,ffir r rr`s +xa��w•..n rty�t. � ,a 111 111 111 III 111 111 111 I 1111 III III I I III III III 111 111 III III 111 III 111 11111 1 II! III III I 1111 IIII111 I I IIS I INtI1 t 11��1 1111111 I I Ilt 111 IIIIIIIIIII III tllll I • � I �� � 1ib Eb i { �bil �� ' NOTE: IF THIS MlCROFILAED l L -l_ I - . 1 DRAMIK7 IS LESS CLEAR THAN �— -- ---- ----- ----- — THIS NOTICE, IT IS DUE TO �74 THE QUALITY OF THE ORr INAL 4 E L LL L 4L —t L t is L 8i l Li [ >< l t I [I 1 8 9 L ,0 9 yt DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII6, E14 IIIIIIIII 1111Iu11111ulIIHt!�I1IIIIIIIi,1111111111IIIIIIIIII Ili 111111111111III111111IIIIII1IIIIJIIIIIIIIIIIIIIIIIIII Ilulllll IIII11111,�!IIIIIIIIIII�IIr II�Ir111 MAS 3 - 1990 - - - _ 1 'A ' KEYNOTE&: 1 . Flashing, pailited o 2. Pointed concrete typical N 3 . Anodized aluminum storefront typical a 4. Concrete trash enclosure screen, paint to Z match building U S. Anodized aluminum framed windows 6. 30x70 hollow metal door with transom above 0 U W ¢ suture 90x10o opening Z n and - 90x1boScupper overhead ndoor tdock-high Q a oaJ. Z 15� ti4' L�OJ �Ok' �� �5 O.H. 1U. 100x1u0 overhead door drive-in V) 1 I C � 11 . Painted mullion W =I— o 1 51 M.IOW/ — - I - - -- - 12. Painted door armor W E i s l a- _ t 14. 6' extrvdedywood concreteacurb9r painted W a � I N CO F- N 1 9 N I DW4 j PWS I GW3 I W0 ~ o b vj _ I O - - - -- — IX L � \\ a ♦ ' C) C — -- -- -- ZZ O I CL - ---' - - - - -' \ _- S Q3 ae 1 p a To H- Z 0 W -1 I Cr. 0 -7CL IIB off. a st M. 0 4 � �• 2 �. 151 M. , W ts] DZ UL h14 Cr 0 W W 0 CL ,-- N C 2) F5 I i [� j �IO� � q 1__ I3 L►O 0.H. (Z 1 ZP�r�I-t AZA 0.4, 1 L r-- - --- -� - ►31 ._ I:W­1 - -- i c3dF 14 --- - ------------ — – i -yp } TYp�p� 1YP,''I 1 (o )TY P I I 3 FI I-L-EZ 8'-0"OL } -� 611'21P TYPICAL - �I roP oI PANEL I I I -r �6 C vP of lict. r ---- 0FI --CR 9 I I i I DATE: �ICP CDF �LAc� - -rOPOF �J!-Al3 DRAWN BY: O - - --- ti ____— �- ��'-�-• ----�, CHECKED BY: REVISIONS: THESE DRAWINGS ARE (HE PROPFPTI OF MACKENZIE.SAITO A AS50CIATT PC IM RA AND ARE NUT TO BE USCI' OR REPRODUCED IN ANY MANNFR.Fr CEPT WITH THE PRIOR WRITiFN PER. MISSION OF M $A SHEET Printed n AUG 22 IM -� MArKENZIE ENOINEERING OF "' I"XORPORATED JOB NO. - dF C.Mr•4�OO�r C1.. ____ - _ C -n - «�•., ..tern •.�.wr. ' "'��`••"'ter_ __,.w,..� _ 161 I - NOTE: IF THIS MICROFILMED ( f 1 I I I 1 I I 1 V I I I II V I I I 1 4I I I I I I I I 10 1 I I 1 1 11I I I I 112 ' L �� DRAWING IS LESS CLEAR THMI THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORL3INAL ' DRAWING. ro iii iiilllji ijlljij iiiil►iii ijijluii'11111"111111m'11,,11MlijAijii iuilijiiliiilluliT`!.�iililllli IlI111 illih���1jllllll inlllill uliliili iuill�il il�illiiiliillluji iiil�iiiliiulull lilllull iijjlii!i iiiiliiij iullllu iillllu�illiriii� MAY3OX 2 1990 Y. 1 1 2" <3 �`�� 5 6 7 8 9 KEYNOTES: - --- --------- - --`��c - 2 1 . m standard steel pipe column typical 8) F ye, 6 Z4'-7�= 19(10C3 �- ti �' * 2 . 10"x10" overhead door drive-in -- - fi --__-_-_ -----_------,-_- --- t -___ _ . (t y p i c a 1 unless noted otherwise) 04 3' ,. ., �, 3. 9"x10" overhead door dock-nigh ~ W 9-Q 8 q 13 -I l.�-`� + ; _ I 13-9„ i'" 4 5 concrete slab z 5 . A,iodized aluminum framed win. U a G- G„_ I 1 10' ol �� x.4 dows cry F” TYP f-25AY 6. Cgiacrete screen see panel 0 d W nl.0„ I I_0" 1 fP, SPY elevation for size 0. Z o 7 . 6 extruded concrete curb ».. -� a4 I I 8. Edge of concrete slab z 9. Recessed anodized aluminum (0) a' < storefront typicalhJ No ►- 10 .4" diameter cast iron sanitary I w ¢ a� K7 sewer pipe, verify location LL., Z 0. Z- m CL� , �I �� �(o ,lith Site Development plans N 04 - < I 11 ,1000 hollow metal door typical �`z U z t 1 I _ pyJ 12 .24 gauge galvanized iron down- w CA; � :, - - _ I - �'� --._._----_ ----�-•--_jam_ _--�-_ -— A ___ ---- --:_ ----- ---- _ I~. I -- — ---- � _ o sp u y, painted . 6"x7" ul 0 U0 0 C 0 C' � z L �2 Vii' 2 I J < r TYR 1 TYI' \ T r- ¢� a I I ad e. F3 PSI I o w m DW4 QI...III FI \' f F; I s. [� Z VJ 0 l OWC WI < o CL a.. ;O Cry 1 I ss t 1 Y L1v CO Iwb. I - owe,DW U �. U. M 4 r' I �'� I, p" 1- Z oc w - 5 L1.1 Q Q =-- Ix X —55 5S SS 55 W FI � --w-4• pW I I Q TYp, U1 `A i I ,I t 4 OE i I W1 TYP JIT YP. I� N I = TVP VC C-41 W i `� Ul J IL p W � I I J DATE: �L 2, I c1 R1 .;� )•" �`'� Y� I ,, DRAWN 8Y: CHECKED ©Y ._ i I I � I I I =, • z F fF�� I T YF I T.�, L E ��� Q - � REVISIONS. g" 1=U'" I_r� ' c}s�'_�I' GONG. T l.i WALL 4-5'- WOOD STUD W'\LL. NG,:�:)': DE..'r6>I L ��►� 1 ? 5 '4 4 �.aSH I I•ca -rf.l 8 FI SEE %2 I ItffM DRAWINW,ARE TIQ PR(WI"I• OF YA6AENIIf,U fO A AS90CIAIIo P C 1 W'1 AND ARf NOT 1081 IISI l '1R hE �ODUCE()INANY NA1MItn F. (APT WIT" INE PPI, 7R WIUTTIN 1'F. AII11111111ION UI 4,9A SHEET 1•- �L. IL'C�I ��=- � Printed 1983 �r 1 J Mn�KEN11E ENGINEERING �J—U <_.J ""ORPORATEDOF'Co _ JOB NO. 214 iltN �+! 2 wc � ..r•..3�. 11111111111111116 NOTE: IF THIS MICROFILMED DRAWIW 1S LESS CLEAR THAN —— —THIS NOTICE, 1T IS DUE TO _ _ __ _ 711E QUALITY OF THE ORIGINAL g L L LL L 4L L IE 3 T T LZ T T ! 6l 1 i t l r R L 11 _T 1 E E l r w DRAWING. ILII IIIIIIIII IIIIIIIII Ilflll�il IIIIIIIII►II�I�II►Illllllll,l�l�lllll�llllll��i �I�III��� IIIIIIIII IIII!III� III�!IIIII;!l,II►I��IIIII IIIIIIIII Illlhlfl lalllllll If�l�llll I1�II�IIIII1l�I►�II►I�IIIIII IIIII►ill I►IIII�II IIIIIIIII Iiflllil��l�lill��l IIIIIIIII IIIIIIIII►IIII►II► II►Irll� MAY 23 , 1999 3w) x U I 0 N i P, Z o zo OH 9�� nit. (� IL < ac W �— Wpm o ; a. I Z nwN N z r7w4 '! vw5 w! ! I' I I 1 W W LL 0 0 y 6 � _-__ _J __�-z-- i I ___- ��_-.,-.�- �-=- - � II `. I --�,�..�..+ I I �,�._ - �; •, _.. __... _ .. � I I� ' ...�L..�. z - - �.-- ill � _ .� —.... _-- �' m ' I I - ---- -- --- -- i r'� I,I V Z P ` � -t- yT .- - -a- _ - - - - '- - - -i - - _- - r-1 - - - -- - -- '- - - - ---. _. - - -- -. _ - - - '- -_ _ �.-_ - - - t~ •_ - m Cl T - '--'- -T_ -� LI L II DWII SYM. o� 0 Fo 0 _T_ Yb KEYNOTES: - 1 . Flashing, painted 2. ^airt:ed concrete typical 3. Anodized aluminum storefront typical 4 . Concrete trash enclosure screen, paint to match buildingI 5 . Anodized aluminum framed windows � (' b . 3001) hollow metal door with transom above .,..r 1 . Future 90x10° opening ' I I 8. Scupper and downspout i f 9. 90x100 overhead door dock-high t� .• 10. 100x100 overhead door drive-in 11 . Paintld mullion 12. Painted door armor aBL, O - ., r OH13. 5/8" MDO plywood sheathing, painted IA!� r nlr s a 14. 6ft extruded concrete curb ti M. I2w4 4 _ Ili. II W W �C i l 0 a. �- (F FG 10 3 �!O O H. I C?,f�G. -! OH. 1GJ - io ✓W� -- I 0 DWS DWB 634 IT -770 .11,7>11 � n i .4 51 M. (?W4 ii I h \ f f�r� ►.. co C I I X11 El - 1 - -- --- ---- - - - - -- --- -- -- -- -- - - - - ! . � I DATE —— j , DRAWN BY, j CHECKED B": r\1 o t2 1 � i FILL-EE _ 8,-010 IrL4 E.-, L_ SfQrP PIG17L- REVISIONS: ! TOP OF PANELOF PA - CRFIoI - ---- --- ) �,. -0 NJ N, A "V -a'a C.7 0 Cllk► \. g C914-0"0 C. d1 i ��� �'�JI~A� X 5�O" I UFE IN,SAA A14 sA TO T 1OBE UCFUY!l � SI,.A Q� E ^ C. NJ NA • pR REPRO UCI ARE ANY NANNFR 1'. J � � •- LEFT *,TN THE PRIOP. WRITiFH 11N 1. MIOS,UN OF M.VA SHEET Printed QI►cz2 MArKENZIE ENGINEERING ".'rORPOkA1ED of �'1 --'- --- — %L1,,, 1111 JOB NO. .� `tt MrwsF.►rsh� t• � 1 ' ' ' III III III III NOTE: IF THI5 MICROFILMED 11 1 ;1II III III III I 1 111 III �!� III III III III I I IdIS I I I!I III �i.i Iti III!I I Iti III 1111111 III III I!I I I . � - I I ( � 7 I I I I �1 I 1 b ! 1 I I }�, • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ __ THE QUALITY OF THE ORIGINAL o c DRAW ING. IIII 11111111111 111111111 i�lllllll fill!II!i 1ii11illllllll lililllil fill Illlllllillll!!i 1111111111 lillhlil i11111111F`!,�1i1i1111111 iu11111 i111111H lilllllll imhlllilill!111i i!III!!1 i!!1111!i li!111!11!i11111111ulllllllllil111111 lillllll!1i11(I!II 1i11111111111111�'lll�lllll MAY 23 ' , 1990ft 301( ,T,-,r• __-'imswM& uFaF - :"a. •F11001110tr a�s�r� .ac_. _ _.��, ,ar..___ 1 2 3 d 5 KEYNOTES: -- 1- 90 1ICi - 2. II 1 . 6" diameter standard steel p 1 p e -- 24 - 9� _ --- - - -_-- -- <b� PaAYy 24- = I& - a _ 74'- '� '' column typical o i i n i u I'-Q„�� �' I .• _ r� �' 2 (typical unless door drive-in 47' -7- alunless -oted otherwise) o 3 . 9"x10” overhead door dock-high Z 4 . 5" concrete slab Q 5. Anodized 'aluminum framea win- � dows Ir 6. Concrete screen see panel Z A elevation for size o AI 7 . 6" extruded concrete curb z 8 . Edge of concrete slabN 4 9. Recessed anodized aluminum W 0, 1- ' I storefront typical W1— Wp111 to 10.4" diameter cast iron sanitary ku a sewer pipe, verify location N �l r + -- 7 �� N with Site Development plans Z oy N ] 1 .3ox7o hollow metal door typical Z V A ' - _ — LL O 12 .24 gauge galvanized iron down- W �- �A -' spout, painted , 5"x6" 00 J ---Ti - — --�_-� --- - -- - - � rl W I}--I @u a I❑ 4V it , u d �/" >-� ar T � C 3 YP. I 4 TYP, TYP, CW5 a w5;Tr'P, o + d' j 0I{ u NI 111 Kl V --�� I< ca 0 H Z j10W W CC 0 a. CL I J--_ =a -, Ito CO a: - —+14"4 W F Z s U. r, _ - - - d 0 0 0 0 0 0 o i - -i- 5,Com, Dto c� Z a O W W Q cc cc X C M 40 I JI L � s • N J F 6 \F(� 00 10 Fq)J 2 -- DT _ 7� A I I 7 I I I I ( I 2,- 1 10 , � ' 3- uO 'r Y P. E5 A-( DATE: A tJ by CRAM BY: KL Z i �l _ i l�©�I L --� �oN c, T, U. Ws�..L CHECKED BY: fIEVISK>*!B: ID1�I i7�'�a- �,• ►.-I I H�c�vJ CTIh, �!�rl (ZovF FI•-►�MInIG� TLS,, , tlrr OMrwN IIIc THE NKMIM Nr r E antro 1 Aaaocl R& IE wlwc�ii OF MATH Tn[ r11I0a IMIIrnM i.tw , 111YIaN OF W K i SHEET Printed AUG 2 2 %3 OF MArKENZIE ENGINEERING Joe NO. ";MRPORATED Aq-„-"„„L,, r - J � ...., yr . » r+rwrrY.rlMr�s.,M,rw+ir�•w.rr�...-:' .�. :.-.,+a...—_._.-,_ - .. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIII114114 IIIIIIIIJ1111111111111111111 111 I � IIIII II �� III II III III III IIiG III I � � �_I � �-I-� � �- � � IJ..� I II IIIiil III N NOTE: IF THIS MICROFILMED ,7 `' 4 61 _ 1 11 W I 1�J DRAWING 1S LESS CLEAR THAN THIS NOT ICE, IT 15 DILE TO _ THE QUAL ITV OF THE ORIGINAL l DRAW,NG. iI��I���ili�Iil����i�l�i���l►�IIIIi��I����illl���li���ll���i���illllli�l�l�ll��!,�li iIIII�III �iIII�IfIIIII�IiIN�i(�hlll�itl111►III lil�l���i iI��I�II� i���lr�liI�I�I����i��I�i��IIII� IiIIIIIIIIIII�I�II���il�l�l��i���I���II��IIIiIlirlil� 30 X MAY 03 J990 .� � - fi 9V r q N f © U � W 1 z 51 M•DN4u4 11-12 \ W � Z7 7—.1 - - W CL W U 1- Cf --- — -- n I -I - I I - - - �! _ O viLL 0to I �, EllI I r I I I I PW I � - ��.. i _I / W V c �► -t_ -___ - _-.____-- _ -- - - - - -- - ---- - - - - -- -- - o r- '-7- ---- - - - - -- -. - - - - - - - - - - - — T- - -- - - - - - � - - - - -- -•- -r----Win- - -- -- - - - - - -- - - - - - - - - - - -- -- - - - - - -- -- - — - - - --- -- - - - - --•' - - - - -L � --- - - - - •._ � ...� — — -- — - — — _ .r m ,- - - - --- - T 1_ ` r��es Q a = G � --- DtJ I I, Vi '�'��� 0 KEYN ��7. 0 0 ��'-r I 1 . Flashing, painted 2. Painted concrete typical IbI s� —O 3. AnoJized aluminum storefront typical 4. Concrete trash enclosure screen. paint to match building S. Anodized aluminum framed windows I I 6. 3000• hollow me-cal door with transom above 7 . Future 90x100 opening 1""' Z 9. Scupper and downspout 9. 9ox100 overhead door dock-high 41� ` 10, 100x10° overhead door drive-in W 11 . Painted mullion a: — - -- - — 12. Painted door armor 13. 5 DO plywood sheathing. 14. 6" extruded concrete curb IA I� I 0H.Ie�- i 7A� IB IA a �' , 5 i M t7W4DW¢ �. .i 01 I i OW4 Uj�y _Cr p Z 0 _ U. IIS 1 I _ 1 r \ _T_ - - � � ) Z 5 VM . 1 LJ 7- W Q �\> `lig 0 �. (F5 r Ft --0 I 8 OM S IIZ IZ t7H ��BI j�014. OH. ZA OH• #f— �; 7 - - - PW 0. 41- i_ _ _ a \ - - - - �G 'fYP,�2 TY P�I( TYP I I I v 5�e1 P 'rYPIGrq A+' IZ I �' ' TOP OF PANEi-- •fbP OF 1 ! • DATE: SIL ill I i DRAWN BY: TOP GF 5LA8 _._ .— _ _ � '1'OP_UF 'SI�L�_F;� CHECKED BY. REVISIONS: THESE DRAWINGS ARE PIT PROPERTY OE MALAENIIE SAITO A ASSOCIATES, P L IM SAI AND ARE NOT TU BE U&U GR REPRODUCED IN ANY MANNER,E CEPT WITH THE PRIOR WRITTEN PE M199ION OF M.SA. SHEET Printed AUG 22 1963 LC)�--�__ mArKENZIE ENUINEERIMG or ":MRPORATED JOB NO. �F3'.Sr 4r3 urr.■r-a mn co. ,,�diiP, _ .� -. __�,,, � rrlrlgrrr��rr►�y ff�rwml!Nr� r � -- - rPIP i � �II111I1 IIIIIII III+III!IIIII iIIIIIIII IIIAW NOTE: IF THIS MICROFILMED -- --- DRAMING IS LESS CLEAR MAN - THIS NOTICE, IT I5 DUE TO II,I,�IIIIIIII�I�LIu-�l-llll LIIII!III�Z L- � �I�I uuIIIII Iulluil uiiullll�►uuluH�uill�lll ►mlu��Iulul[l ilIIIIIuIII11lll4IIII1li1ll1 1,1Iul1i ;11THE QUALITY OF THE ORIGINAI Ole30 1( DRAMING. uululi Iluli�il uilliiil u{III�II Ilulli�►I►Ii►u�I� Iiulllu IIuI�Iu IIIIIuIIIIIIIIII�I uurill MAY' 23 , 1990 I I ...,..w...,...r�rr,w. .r.....-.....,....+.....w----- --- .._.r...__..........._.-...,...•......+r.q,rd.,..,,a/,.�.�..a+•�MEI�+•.- ,.. NIIIBB �1Arrsw�Iel/glrwwrBr./M.M+�IBAlgrs" I�Ll�rn -.+.1r •:utir �..aIR*�w.w�B11Ar _ ... - - --. ..'' ._ '!w''! lMf .._,..... .. .�.�u,...,.�.�..w..y ... �.:r�.L.....-._..•...,..,."IBB�rwlrl.wrrw... ,.-. .. 1 oo'-o�' 7 3 KEYNOTES: I s l a b --.----- --- ------- - ---------- --- 2 . 6" diameter standard steel pi pe column ? . Filler strip o 5 . Control joint a , � � �q C5� -A0 UI IZ_ 6. Corns ruction joint a , 10 7 . 2 ' -0"x2' -0" bock-out for H0 r -� I- .� _ , recessed base plate WO ZlA CL I O � W 0 WOo � 4 Za 1 . r N — 0 .� N z w r ,} WCC 10 Ob PZ 0 f r� g --� I d --. .--- - - - --- - - C C . 1C �„ a o Cr) O UJI a- o I r— -t ,A,\ Q ci CL CL r - M LU z O - -4 LL co i i rt CH L a rt O LLE Cl) o W Q I OC a c7 --- ~ G 52 T'P, + I ,1 Q VJ Cj 1 CP _ l (G, I �r-J, G22 G23 ' Z I L I i 1 , Printed A IJG 2 2 1963 _ MACKfNZlE ENGINEERING lt,X iRWORATED DATE: DRAWN BY: I F FOOTING SCHEDULE � ) r. CHECKED BY: L 0-71 MAR LEtKiTN tlVfOTH DEPTH REINFORCING (L) WINFORC00 (W) REMARKS - REVISIONS: g 2 Co-5", C0" 2 -2' -� ' (''� X4.4 71 n-' Le G ✓ T—--7 ��„() 4- cr' 4'-(i - i ) 4- CA �A`! C2c? TrlIFa DRAwlNoa AIN T$�e ft" �!.J OP MACPAII0 �aAIT.a IATES. P C,&& AMO A::11CT to 11 0 AM CCa"Illlln, 11TMiCi 'v" �J '-- _._ -- -- J �' ¢' j -fir 4 F A r`�Y wlsewM of wu. M K 3'-0" 3'-0" I'-o" ( 3) " 4 E� I�1DIY SHEET rJaR7� (� �'-O'' 4 S9 n ^n1,(r_4 \� OF 'i .Ioe Na 2o'�24a ' �....+ ; '. � / • � i IN � --..•SIM i _.._» - .... .r»�I. �rr.�...w....rr�r.wr.r. ......-f.ww�..�'.'-.�.r-.� - ...........».� (III{III Illlili ilillll VIII I Illllli VIII I II,IIII IIIIIII IIIIIII Illlt I IIIIIII ILII li liiliil it �i�i i�iliii i,:ll i VIII I IJIEI I I�ljll! la�i i Illllli Ilillll IIIIIII VIII I ^ 46 I �'� I �� NOTE: I F THIS MICROFILMED L I Z l L �_�_ ! I I I ���_ DRAWING IS LESS CLEAR IIHAN "- • THIS NOTICE, IT IS DUF Tr _ _ TTW QLIAL AM NOTICE, E, I THE ORIGINAL lIl £ e�L I �L �LL L 4L L �L�L iL L 1 [ Ll [ [ [ '!' [ [[ [ • L ! 9 ► E L [ rIillllllllllllll�l�illl��lll��llllilllllll�lllllllll iliiIli�liil�lll ill �l��l��li I�Ililll lii�!ilii II�IIII!!I� „;lil ��I�I���� I�IIIIIII Ilulllll Il,ll�llt lml�� li iliiliiii liiillill Illllllli Iliiliui uiilllii iuililll IIIIII��I ���Ililll IIIIII�II I�IIIIIII Illlr!III 30X a � MAY' 23 1990 KEYNom& 1 . 5/8" CD interior plywood 32/16 - -- with exterior glue 2 . 2x4 Douglas Fir N1 subpurlins SIM center ewith 'l 3 . 4x16 Douglas Firdlpurlinsat a KF1 8 ' -LI" on center with HB416 0 4a�0"eon canternd latisidewalks th ST2215 at zz 4 . Pressure treated 4r.6 ledger O W c7 — = — - — — — — - with 3/4" diameter anchor bolt Lu ner _ T_Q 5 . ST2215cc 0atoR ' cOnton center at n. = o purlin to top plate e ll -- 6. SA36 at 8' -0" on center at pur- Q �` t t l lin to glu-lam beam connection � Ufy FJUJI „ o f 7 . Scupper a-1 downspout w 8 . 6" diameter standard steel pipe W W a o column typical N - — 9 . 4x to roof see MS details � Z� cv C4 W I.• V) o 0 c z G , D CAA f-1Ito, (Z T Y I' L G '�. — I < e ?,I" 6.L- SNI. 014",, 55" M. \ I - NNW Fv i4� f t = 2400 P61 F v= I(105 F (f400 PX111 o i I ' i O r �n i-Lp � W CL C. I - AI I W Z LL55O </ — -- -- O• �— d 0 - r 1 Z I ` 0 CO o: W Q a a F- RFq RFE� A. 120 VO _d!t 4. 1 I �Y � -L r , [20 DATE: A vLo.22, i`1'�3 - III-0"GANT DRAWN BY: CTY�� -� Tr-1 /, . i � I �r1•- No c.o,Mtrll- / 'I -c?i2 CHECKED BY: F v " 14G� Fb = 2400 1 FY = IlcS Fh = 2400 PSI REVISHM: i I 44 1 _N ROOF MAILING 1 . 8d AT 6" ON CENTER ALL 1t PANEL EDGES 2. 8d AT 12" ON CENTER ALL TIIEtIE oluwl�oll AM• Ih10rE11 A ►.c. U JUI!NOT TO N INFO INTERIOR SUPPORTS ow �I V & 'S�11TI& J -- - -- ---- -- - -�-- _ = — - -- IX- 3. DOUBLE ROW 8d AT 6" ON c!'' ONorW►fli011'MImEN K� CENTER ALL GLU-LAM BEAMS -- /►F-) WITHIN 8' -0" OF tXTERIOR SHEET r1oPt rel WALL PrintedPLAN- bUL01t-4&j '0t2, _ IbI,I1- of Gly-lam teem Camber for Roof System: AUG z 2 �-= FNtIE ENGINEERING 7 OF Dead load plus 8.0 psi live '-v . Supplier to submit MACKI',r'f►RPORATED '�� calculations for engineering review. -- 2vI-J.?24v r. � ..a+--'•' i � ��III III 11� �I� 111 III III I I III 11� Ali I 1 III III III I!I III III III I I III III III I I I�I I�I III III III III I!I I I 11 �IIII�� IIS I��JIII J�.1I� � SII I�� ���I��I �I� III III I I r • NOTE: IF THIS MICROFILMEDI� I I I. I �}EI I I I MIS i j��-1 -' E�I- III DRAWING IS LESS CLEAR THAN - II— I ���JJJ 1 1 J THIS NOTICE. IT I S DUF TO r111111 TILE QUALITY OF THE ORI(;INAI � � 1 � T9ORAwINf. ill�IIIL.III�IIII�IIII IIII�I,.I IIII �Il�illl flll�llll Iilllllll illllllll IIII�IIIII`!llll,illllllllllilllllll iIIIIIIH ulll,ll►imlll►l,lilllllli IIII�IIII IIII�II�� illl�llll III!�IIII IIII�IIII lillllul IIl�illl IIII�IIII IIII�IIII illllllll IIIIIIIII3OX MAY 23 - ) 1990 µ +-rr-.,-,..,•mow rr•°MM�'arr ....,.w�w.......w..- .-...,..-..,.,+w.-.-.•.,.w.r........-.rte- JAM KEYNOTES: 1 2 3 4 S 1 . 5" concrete slab -� 2 . 6" diameter standard steel pipe -- - -_ �_--- Col u m n q I _ (r) E•� ( `� ' 4' 7 19E'b" �'- 3 . Filler strip o -' - --"- -�� — 4 . Construction joint n 5 . Control joint A 6 . 5 concrete wall , up 2 ' -6" z 7 . 2 ' -0"x2 ' -0" blcck-out for O recessed base rlate 0 IX Lu 0 W Lu z0 z o 1 _ If r i � � � o eo� . I L I II ' CCF A e �I . O LU WEE, Le . . ' - 4. N (31.: cm z V Zq W CO A� L) Y C - - -- I IT x _ I VUc J _ , 1. J '•.—+. 1 ', - L L �i._�r7 c.210 '�' �`•'=l'y�l 'a V L- Q I m CL Ic 3 A 0 �J O v i ?­ 'Uz CIL -~ r, co0 - I I = O L °� W ct� o `i. CO W r- - I r I— — r- — r i—I I I I B - I L J O L_ ` i - L + J L_ r1 L _ J L — 0 ,E O r O W o c W Q � I i OCL wF 0 J I -� V � Io -•� vl Q I rr) f21— I � ��) _ J L _ J 0J I `_' O L J I_ -I �G211 G CDY O / O O O O O 17 r y_" 15: O ., is ro I J I ! I lJ1 I I ! l J • it I U I DATE: r r - -I DRAWN BY: - I I w_ I I I L - J 0L_ �� = I_ _ I I CHECKED BY FOOTING SCHEDULE ,A¢ REVISIONS; A l*N TH WIDTH II DEPTH REINFORCING (L) REINF(1RCNIli (1N) REMARKS � --- O�4 I . -L. /P I �J /4 � 2-C� 15;'- D / _ 15 O�k If 7) 4t4 Ems. WAY B e'-a' 1.2' (a) '*6 E A- (e),*6 rte•. vv Cliy WAY �,..'12 "'��_.•` THEE %-�kWINOS ANE THE PROPERTY (b)*"q-- EA. WA r �� P 11ENIA)ANE ANE ANOT TITON 11SE OF MAI.AEN21E/SAITO � ASSOCIATES. IN NY MPT WITH THE P4410P1 WRITTEN PEW MISSION Of Mi M. 2'-V I - �' (?)*4- X.4•-' E," t: ,- / -Id" (-I) Ea. wA Y L;l N G fa 7` l dN F f N - U� N SHEET _ F I � D I C�► 5 A. WAY Printed - ;, ,L _�, - -2,) K � c l u <-. 4 x � C4•> AUG 2 2 %3 mArKENZIE EN^,INEERING JOB No. OF GTE ( 3)_ I'-(�"E,a �J'0`Y "ORPQRATED - ;:� �;. - ,_....,�.+. � . �' •�: � `. � _, + .__ -. � - _...�� _„_,.. "..�'-,.':' _...._.....,rpt+.._..s.�::._.. _...:�"- 1111 III III III III III III I I III III III I I III III III III III III III I I III III III I LII III III 1111I111 III 111 III I I I 11111111 I I III III 1.111 I III III 1111111 III III VIII I - NOTE: IF THIS MICROFILMED I I 111 I I I ( I II I I I I I I ( I 16 I_ I F� I• I I-b � `'.} '� 1� I I �� I I y�I DRAWING IS LESS CLEAR THAN `— --L--- — �lr -------J1--- -�- "lf I/// CZZ111 I �,��.J✓_JJ��--- .—�ll/I .._. - 1-�� 1 J THIS NOTICE, IT IS WE TO THE WALITY OF THE ORIGINAI r 1 I,RAWING. I L z 4L rza —�c ,� o�L ail �� I �I, - > i �i�t I i t t i i e • 1 r s fi ii a IIIIII11111111 II111111►.IIIIIIIII lilllllll IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illilllllllll�lllll 111111111/ .,!III I!Il�lill ►►1111111 IIIIIIIH Uli IIII II1111111 IIIII►I►i►IIIIIIII IIIIIIIII IIIIII►11 IIII�II11 IIIIh111 IIIIIIIII 11111111 Iill�llll IIII�IIII IIIIIi111 IIII�IIII3W) x MAY 23 , 1990 ..,...,,.,., �.......... +.....,,.. ---- ---- --- ..,....«..-.-...-.,........•o.. ., ww+rr+atMNPx+��.e•3a.na««tw��.•+.r•,...,,. _ -„3/,q.. ,;.,.,,., rww�r - ... . - NIS' '�R -.�i� .'��2'dE1�'&.�.-. r. �7rI.Ir.w„ ►- .-:-:., «..... Ti'?T _ °w�Iw .. r.^�TR • 1 I 4 5 6 7 89 KEYNOTES:Cerior plywood 32/16 with exterior glue 2 . 2x4 Douglas Fir 01 subpurlins '..A�(G _ _ - at 2 ' -0" on center with F24N - 3 . 4x16 Douglas Fir M1 purlins at w on center with IIBa16 CV each end typical with :,T2215 at = 4 ' -0" on center at sidewalKs O 4 . Pressure treated 4x6 ledger IL with 3/4" diameter anchor boltW p at 4' -0" on center ' W Z O CL 5 . ST2215 at 8 ' -0" on center at ` G purlin to top plate .� _ 6 . SA36 at 8' -0" on center at pur- Co d < lin to glu-lam beam connection Q �• 7 . Scupper and downspout W6 W d o S . 6" diameter standard steel pipe 1 column typi :al N 4 Z . � L7f: n LU 141 - - - - -- - -- -— — - -- - — -----_ - -- CM om==F= C C — l V �, z0 n 4 '�t l-'1. TAt:. r''f m d- 0 J 1- 14 y -- J J I? ,I z I 'N 1 I ;� Ll. 4 Q Q Q• � o � g Vs s \� Y �" O �l> lL Q Q V Co 4W..Q z 3 O w a -{; co w a Cr. X s� f� I 'ITI LLp l PI PI E' A I� IL -`l y`~ J c► ,3 > — - -- �I I— J/Ld 1, 1—r__ '7 I.r•��- �-r���" Z tl: �I dl For v • N x � V � \1 DATE: DRAWN BY: <D>-4 ' REVMXM: Printed AUG 2 2 IM mArKENZIE ENGINEERING "TORPORATED 3 5 9 ROOF MAILING 1 . Bd AT 6" ON CENTER ALL PANEL EDGES 2 . 8d AT 12" ON CENTER ALL ow am=11 LZ Wo»� INTERIOR SUPPORTS rO w a 3 . DOUBLE ROW 8d AT 6" ON SHUT tWITHIN BI' I-O" OFLEXTERIOR BEAMS2 7 , 1 " � N 3 -Q WALL ( ii Glu-lam Beam Camber for Roof System: OF Dead load plus 8.0 psf live load. Supplier to submit calculations for engineering review. �P.3Z4R r III Ill Il. ��� 1�� �l1 Ill 1 � �lI I�� IIS � i�,ll III Ill iii ill III III I I III III III I I III III III I I III III III I I I I I i ill I i Iii IIIJJI.IIi � i�� �lI illllll III III VIIII I f ! I1 I I I �I I ! I I I �� ! � � ( I � � (• I - �� ( � � 1'� �} � � I lb I ! 11 ! 12 ' NOTE: IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN - — -- -- - - THI NOTICE. IT IS DUE TO THE QUALITYUF THE ORIGINAI g LL L 4L L L L iL L T Flll L1 1 T i Z I [l E r6 Y ! 9J111 ► C F11111111 lr w — ORAwING. IIII illllllll IIIIIIIIIIIIIiI 111 IIIIIIIII IIIIIIIII II'Illlll Illllllil Ili,Illilllll IIII�IIII Ilillllll�i ;!;lII Illllllli IIIIIIIII IIIIIIIN IIIIIIIII 1111!1111 IIII Ilil II'Illlil IIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111 11 IIIIIIIIII Illirll! 1 - MAY 23 , 199 3W) X �r1C' .assn.-.,u�wnll..�rr s _ 1 2 3 < 4 5> 50 7 <8 9 ?.4-1 - -1 _ °1G - b" 24'- 9 Q --- - N 4 O, r n -i ' - O'. �, +- i•e}'- 10" �-� I-O' 10 11, 25'- I -1 1 I' O I'0" 10"-I I' i _ - �- I Q ►" -G 3/!}. �' '/ " ss got =1 I f• AP 4 OP - - • a• t KEYNOTES: 0 (4 0 o� 1 . 5" concrete slab W W 2 . 6" diameter standard steel pipe Z O co)umn 0. 3 . Filler strip �? 4 . Cnstruction joint 1 5 . trot joint i- 6 . o 6 . 5� concrete wall , up P -0'' 4., W Cr 7 . 21-0"x2 ' -O" block-out for W r W O CD A A4) recessed base plate QZ II 8 . 6x6 wl .4xwl .4 welded wire mesh . a I.: a ` within 15 ' -0" of outside lace of Z U Z N N I— - —� I— 4 I- , wall between grids 3 and 'i and W ►- �"� _ rl -' 8 and 1.0, continucus thrcugh W O -� e A - ----- --- F- - -� I - 1 I (- - I I r- i I I =t f --- --- — I f i l l e r s t r i p• _• j ¢ o - I — -- ----- V W V 1_ _ J L _ I I L_ J L _ � L _ J L _ J 1 L _J ry L I w z O L _ L - - -I J ,/'j� I- - - O _ _ J \D1 \J O I Q Im a ('J VJ ` �3 a O O O -nom I r�•,J Z O L L � � (3 LlJ Y W O _ Q U 0 4. CL J W 0 -o <\B �1 I t 1 0 1 o 0 1 o o o o M L L _J — O OH O O O z z Q o C W -� W Q r O 40 a l- 1 N �_ _ I ` Cl , , <:, --� J , I 1 - - -� - - - - - -1T- -� -- - r L - - L _ _ J L - - 1 L _ _ .J L - -� - L- - - 1 - 1 L - - J L' - - � '- - - - J L J /r _J 02i Q 0 / A�I j I`l _ L �) n J lJ �I DATE: Printed T�`� DRAWN BY: T =J LJA"� y IJ f= L.A IJ - L.i (_.i I–•+C� ' "L- AUG 22 %j ' ~ MACKENIIEF�CINEERING I CHECKED BY: L "TORPORATED REVISIONS: FOOTING SCHEDULE A11 LENGTH I WIOTN I DEPTH I REINFORCING (L) 'I WORCI IG (W) REMARKS I' 4 (R) a6 F_A Vv (C-- (7)-' c- Ems. E� «c, 8:A. GS3 G rc n*@9 DMwINOS M'M TIS rAoreArr U (7)n `� EA "'A Y a wcaMAM Nii Mot�uieTiEeo �G ql I� r�M AMV WMltll [x• cin gnrH TN�t rZ NIIITTEN MdF Y16tKM OF Y/2A. / CF) SHFfi GI `I r G= � I O �3�' 4 JC 4= �. (5� 5 � '- �r''' M �` � -� 7 -t• I - v'' C ti) '4:4 >= A. way OF l� , L ,roe NO. SNOW 11 111 111IIllI 111 II1111 III III 1111 111 111 IA II I�1 I�1 III I I III I�1 III 1 I III III IIID I I�I II1 III I I I I I 1 II1 I�I] 1�� I�I J�� I I I�I 1�1 I�1 III 1�1 1�1 1�1 1 1 " NOTE: IF THIS MICROFILMED I I I h I I I JI I I I I I I I I I �I I I ~ 11-1 L} I ✓ �� I I l I- I �� DRAM INC; IS LESS CLEAR THANG �! THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAI g Z L LZ L 4L iIL L L iL L i I LI I • ► 6 7111111111 wDRAWING, 11111111,111111111111111111111III1�11!' IIIIIIIII Illllllllllllllllli lll'IIIII Illllllll,lllllllil IIIIIIIII 11111111L� .!;lII 'IIIIIIII1IIIIIIII IIII IIIIIIIII 11111 1i,IIIIIIIIiTIIII 30X MAY 23 1990 �IA�1.,� .. ..�i/�----••'---•--....T�..�-....._.......n.-. .,....,..�.• ..n...■.n,.r-e,- :�w•. :,.wn�ew..r.. a.n.ra.aa.Yna.�wM�l� .-••. ., _ ar�. ..,� �� _ ...... - _ _.. -.. _ .. .._... ;,...�-�,..�-_ .. h .. .. � ___ -.._,. ... KEYNOTES: F i <27 8 9 1 . 5/8" CD interior plywood 32/16 0 > with exterior glue 2 . 2x4 Douglas Fir- #1 subpurl i ns 1 _ -11+ q�, . a" 24'— -4 at 2' -0" on center with F24N 0 24, —�— �- — - 3 . 4x16 Douglas Fir #1 purlins at 8' -0" on center with HB416 ~a each end typical with ST2215 at z 4' -0" on center at sidewalks e O 4 . Pressure treated 4x6 ledgerO Q W { with 3/4" diameter anchor bolt V at 0ocenter Z O 5 . ST2215atV -D" on center at purlin to top plate a w � zG 6 . SA36 at 9' -0" on center at pur- U) 'e lin to glu- Iim beam connection to w 7 . Scupper and �Dwnspout Uj j0ro A ` 8 . 6" diameter sLanddrd steel pipe _ C column typical N - ♦ 9. 4x to roof see "MS" details Z a a .. �a ,� • . x Z a 0 10 I a Ga ' l l U n ao goo cc t a 1 0 A lel ;�,OC F FiL.i_ Fk e) t STRIP - 0 Z O W � 1`•1 L ' $ L O- CL LL_ �, 11 N • _uJ O 'T-rr', ccaL. i' TYF tv GC_ ..� B R�1 K� - -- a� F z / Z �1 Uj Co - =�---- -� UjI� �,. Cr. i N O d. r �= � a < <_ �1 O ' li —' co FBF I N I � Lo�_o —i �` _ r.�`' I I Lo A^ `1 -- -- I - -- -- _ _ —_ — v>_ U . n 1 t �1 . 1 I � -- 14 1 V(7 __ y - I1-ell s ROOF NAi!.ING b 1 . 8d AT 6" ON CENTER ALL PANEL EDGES l t 2. 8d AT 12" ON CENTER ALL INTERIOR SUPPORTS 3. DOUBLE ROIL 8d AT 6" ON CENTER ALL GLU-LAM BEAMS WITHIN 8' -0" OF EXTERIOR WALL DATE: DMWN BY: • Glu-lam Beam Camber for Roof System: , Dead load plus s 8.0 CHECKED BY: p psf live lead. Supplier to submit calculations for engineering review. i FAVNN": s r I TH M OMwMIr AMOF MACONIMUMTO a AO M N10M11TY' ON WX s WMION OI 14/M. j &II-FET Printed AUG 2 2 ?983 MCKENZIE ENGINEERING or IfIrORPORATED Joe NO. t .:;, ,04�'r'. _...�, _.. _... •., _.. .'+yd,i,,'�y i e.v..w.. ..,.. :,: *. -: „+.Ac,:'k'/RS ;:}... Y4: vS,u4�avy�"A'Tv4+,��;yaah'..!.'�°,7���3WIw��u���� �� �" 4 ,LY,. ...-r.n ,. �..,...,r�.. .,,,,. -.. . y rlr��r1111I1I1 111I1�1!IIII1 11111111 IIII1 IIII111!:11I111 1�11111!1I1I1 1 1I1I1�111I111 1 1111111 11111 I IIIIIIIIII111 1 11111 14 111'1 llLii11 111 I�III�I II11 1 I�11111!111I111 NOTE: IF 1HB MICROFILMED �1 - . 1��_ � 1�f ` �l__._ riRAMIK, IS LFS� CLFAR THAN THIS NOTICE, 1T IS DUE TO THE QUALITY OF THF ORIGINAIa DRAW ING. ilii i1u11111 ii111i111 ii1111i1i iuilli1i 11i i1i11i1111uu111111i11111u 1i 11111U1,11111111111u!1111 ii1i111111`!;ii�i11111ui i111u11 iiiilif�'�iii�ll���i�,�l►����i�iiliiiiiililiiii iiiil7111TI1,11 2 3 , 1990 I MAY _ ,_ 3W) XI .�r+u M..-...,+.....w,.......-«_...w..wn..•.....w....—..�.r...—....... ......,... _,*"WWA11PW"!'r �, _ ,,, Yv..... �.,. - .�" '� ' ... "qi°w- .?M'A� .�. ._ ., r: _% 11 � Dc .y N./aG& 4qI-O9s/i --- - - (4) 05 each face (at south end of panel IC � 25 -O" PDA _ _.. 24'•3!L" Ca Ac - _ ___.. -_- -- N - ---��" •- 1 , -- --- -- ------------------ -7I, a'-8 15/4'I Ile Building 03 only) p Cb panel edge lZ 5 inside face, (4) eS outside face 23'-3" C° G I I .• . 4 IS each tree first 2' 0" of °D 'S3 I all4. ilocatiionslam unlessmnotedh at. beam. l ' 4" / ; w w TY P. ^L-L- 0 TLF� v PAN L LTYF�) j PAN EL-e 5. Standard hook both ends , top bars up Z °C 0 b. Standard hook both ends, bottom bar: down CL Z 7 . Standard 15 bars into pilaster typical both r « < 6 - - ?' D" Q 4 - . 2 ends` — � i _ �-{1} _ 6 . /4 at -0" an center to slab 2' -0" W N r o Cl g• Top of I:oncrete within 3-1/2' of top of plate W W UjO Cz LU- - _. = - - - - - - - - - - — - - -- - - -- -- - - - -------- _ WHIIIIIII _ n�i Q I N Z O z 7 — -_ tQ ' ♦ ZEN . v+ W (0 >4e) _ W '�� ° N CENERAL NOTES Q y o V) a v 'i — A P A 1 1 d i n - W — _ m, ..Ton. on elevations are from grid to U (� �„ Z o —I .9 grid and top of plate to top of slab. These St — a 4 _ _ _ -- . _— —__�._ __ -- -;-_. - - -____ _____._ __ _ ..-_-..—_ __ -- _—_._ __ . - - - _-- -- _ . 1 --= �+. are not to replace contractor ' s panel shop V Co --r;.------- +,r ---- -- - _ s 49 p d: .win9s . Note no allowance has been made a3 -0, I - - , i _1 for ,point spacing . � It) B.. All elevations show exterior side of panels . o 7 _� — 1' All 5.7.8 grade 60 . All other steel g-ade m � )T PA IvEL���P) _ I C5 C. 40. 0 D. Typical steel not shown: Two 05 all panel s extend q" 2T-I'/ '� I u ees,minimumtwo (;" around all beyond edge. #4nat 12" on I I Cj I--O center each way at center of panel . • E. Panel dimension from top of slab to top of footing may vara, field verify. 1 4 I i Iii FZA]Z F. Panel thickness i-1/2 typical . unless ROted otherwise. G. ScuPfQr openings not indicated verify size .'f and location with architectural elevations and roof framing plans . 0 N. Typical steel placement in panel unless Uj noted: cc (1) f4 at 12" on center each way at fir• 0 centerline panel . j 1 i 1l r " (2) 1pecialcsteelat0outi 1' clear at inside __ - -- '-Z1� ---- -- -- _ - I . 3/4" chamfered edge ty icai �at exterior side - - -- - p a _ - -_- - tooled edge typical all interior edges. LII i LI' 4�'- lo" � G T/GOhlu I / -_1-- W/ IN .. OF--T-/ f it LL r O I S OI O ' Off• I "� � O � r� W Co.4 OTT/ It'-:AtEL CTYP) - — i IIS,tl I e��II I��11� I"r°�1 f - - I,QI' II�rJ I.. 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CmNcu,r 7-28- 3 S//A4L .AL 1--OrAL68'JD A M/A///r./!/PA o,- /5" 1st�LoW f/Al/yN G/rAOE _ /AL.;.. F«.cVLs. *HALL GXTL./V�b l'o" M/u/MvM A6.7oNi7 , 6�d�+.•, W9LPcS; �tNellS•., �r'c C.A.- t MAJCK SEN W A. aY GEN. r_nur— ALL /Pc,F'rL✓�YION NE.4Li6 §HeliL .8C SAEr TALK P',COM CIL,QIb, Cc7•L, A M/A//NI//M OP a'• Pmft LAIVIN ANO l=O"I'OAtSNa'IQla /ASrA.:.C. f"ews'.6 G/IIGX V;LVd /ILSIC-MBLY *';OAZ- KAC-4 J6LUG. AS f'&la L- n4 . - vE F✓_ AocAra- Agr,/ 1Xio`A7 �.NII!ye.s G/t IMArA//_ /N.4/JLIAL ZXtANY li�+c-vE A><rs.� ALAeN AN t/rnF.• ✓A L✓L A A se-ran, 6,AGI1 Ce10,GR� C14CCX VAUE ASS.WAfAgi-Y AN" 46 #NIW/V nN /Nxr'.LL AVrL7M.Ir/G A2A-M, J A> ,LOW /!gip/Nr• 0/0! 4AON 4) -Ajf rD /JVs,'aa POi/f/I/O: pA[A/NA/IL /I t �JLQiY/1��'C�T+••';�-'- , ALL /C/'2/GA>/oN LONrQV,. k*,CL 0 II- . 40Id� Sµ //rlCgt/ONS F04 /Ie,�IQ.A>•/O l/ LS`�ICA/p �NT10t•melmo t� w Irl wry* lo IM K�� SEKS,"L�C/f/GAT/ON_i' . w ,oM or w SHM �r . , I ' a "NO. . . io m Zb3/L b si .."�'.. 1�11,11�`IM• 'r r . ........... :. I ....... 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I + y + WA SFr i Ulr 0.Sas�n _ 1 �lseef/�►.�+.f.Wu.a.V►� �. r ! �r..�swvrwest..;V_ / p� I r ' TO AG / - - I _ r_-- EA1:5 I�tG ALL `—► t t N 14 MULL GN5 Cd C IEE W _.. -, LJ I i L E G TUU W& L_ I i MEN ! _ .� -' ,�z-z� LULJ PARTITIQN MALL ADMINISTP'ATION P -TRAINiN CLOSING N�.�T ~ 1 -x �' _ U015 5 f� E ��ic�/� GHr� _ E - , o - - - T r N T tLl z 105 l.ii� .. .., � � -r' c' �i3 - C!a�. �3� . � . _ _ _� 2x I R.ArtE t-►ITH 1 - - ( - ALL F\S C,' hE I II 1; 30x6ti F�C��>~1�; riS4„� I''IE.�H "i�U fZCaUF i I vP.Rl�S 1 I - ., NOTE,. - =- M .�_ 1 '�► '•_, L-IMITa Cr O� I HIS >iNGLoSUR� 11 If GOFs C.E COMPUTER C,RRAPHIGS --DEt-10. C,_Q_NFERF-It ;�i N .F .. 0_ l 1411 _ u-� i15� '.117 j ( 123 ; I<l,. % - M rlXl t �Y 'D• co , _`ter I I I . Yip r 1 \ t� � ' 1;1`” i .-�- -• •D� I '' r 14_ ] I t1R �- �T._ t I G y.i� • WA1.'5 PND ���IL-iN�S TC t3G 2j'-U, 8,-0 6, bw 13, f O,-C) ' �, 9 Iul rr: o.b'i �„ q' ��' ,+�. -- • 2 I4v 4” __._. .r _ ---- ------ - --- _ — _ ._ . .._._. NT T Ii yir� I U I G H C JS'�,5.•a!'�.-,:r.� ''.0...��:re.1•.1-./n. ,PN•.�.^•iv�rJ4•.•-.ti•- ,Y .a..x'�."�sLSP;�*. o ,i ^• I � :,,�. 1 I N 14�4' A M I I D�-"''�PZ f.7 2/ m CCE ADr1IINI_aTRATIGN •?4-r��11..� I�/? �ERVIC.E =', p a 1 II 0 •;I II i �` -{- 135 SrI�u�IcL.�,,.xz HF-�•�1� %A�-N �1Dc of i __.— ___.._ - �� ' I I1 v�I�Y lNI TN��E MA;��HAI.I.• _ FII+✓'-FI�:GV15 > •i �p f,�` , v 5. Mh1 NAGI=R SERA�..__DF-PAP.T,'iENT II I "'MJ � !I 114P F 5r cm FIOU 1 3,-C,• I I 9 1 I � U. 0. LL! j co � i• . ::f 1 ';r^ICY -- - -. . (� u A_ 0 co C____. _ . . _ _._.-_Q GF�iC� .�,rw✓ l`JP�!�6HCu5E . ax7�.rr� v1'Ps�I�I �c.�cv uw o� wr�►c5f-lo: �: �°r , I slr.? i. — LL �x l 5T' �i L -L,o.r-�t r11sP�N��.>7 -�.I�.ItJ ca f�l�•c�° ' 1 I • = - Y T� .L 1f Z(1 -- (Z)sIM ., u2aN F�AMIN % FLOOR PLAN BUILDING "D" 1 /8 = V-0" - _ ----M TRIM ETA L I I n 4110_F l1 ti Oaf ' _ v c7- � r,ENE:uId NOTES: �Z. ,� - '�l7.. �` t�ln �'T`lPC-•-5 1 STD .�IT'I-try s.w. 72NDAV�NUE TT f1tTl MT-T1I Ili1T1 : TT 1?T 7-TT 1�fTT DATE: Z><2 STOPS !° EA 1_ fI Lw" �I q verify and confirm all dimensions and conditions shown. C�� I Notify Engineer of any discrepancies prior to start of work. APPROVED FOR CONSTRUCTION DRAWN BY: CITY OF TIGARD C "� This drawing for tenant modification only. No stru_tural work. CC 2,4 bi D, I @. 4t: Z"Qom, - = \ 0 iI iAI\i 1 S ` 7 L SITE ADDRESS_��j r�w�_ j -X c . All wood in contact with concrete to be pressure treated. -' CHECKED BY: _ I 11 Y- TITLE _DATE V (:r. d l \ u Occupancy General office and storage. RE1��ISIONS: 1 6 Toilet. room to be mechanically ventilAted to nrovide W air ADD r~uF�RING a GYP, ('�[). I changes uer hour with fan oneratino off of light switch. */46') ��'� GA,, I+'ITL, ♦,rZ'J �� NI ,IcC vl, t*� { AS P F_Q'D @ OFFICf- ^P EA ! I ! 1 /PLA OF I-JORK f Mechanical : By seonrate permit. by J�J� �'�� �tUtJE 7lI�I '�' rt, =V-1� -d D,t„ / G Plumbinc and electrical by separate permit. 3 N. 106" 5i'EAiN1<,LIN(� TO 6E Mi%1NT^INED THRUUGHUU_r. �4• by GPAKAT� PEKMrT HA.A• e4I-tis c v�, t��'N 1 _. T foM Tt�+GK- Tc) F I IJ, FL(�r 1 . Q a Tr. ANT 5EP/'{RAMUNI WALL• 1 2 fEs f':( PL.A.-T t^J/I/LI1� _.W/ FtN JMP-._MIVIL0_ .A.tJ HO1<6 t N �. ;_.Xi , ING IC: xlZ..c, pVFI�•.Hf�,A(.• Oh.IvE- i1.1 FI E'•I- ► LIZ. �p �= •ITE PIAN !1 = _'.. +_. -_r _.__.-_. o to M I00 3 r c.4ELF- 4 I"t 0D I _:77:4 T, :tea rNr e r I ' 1 �R NAi• fN Q { S(K.tk ' r•• JLATM ,V _ r�� _ i-.C. DAIN ANY �MNkK. CEP witr• N1M11 !91 111 E ,? -UP , I RIGCit INS.. X06 .,) -• �) ra _ LA 8u IVEQ9 CE 4�R �• FUR CC�I`dC.�'.ET I I% �lG � � - .._. �.-.—.__�� _ ._._..._� PRI r''�� ►1 .. A PAdT%Lmr Pocme ury 1 PRINTED E D WITH G(P• I�� M1�CK)N cri yrs, WMttEN IMCI1Etlt� ENG INLOFPpRAiED +�4 sHIEEr r. E- I.T)MNc; 5T-U!�.EFF�c�NT JUri T G �• �.�CPL�NK-ANT 11.") I� IrlALL... \` 6. A1.;'IF), ALUr'Ir CAP ONJ L-_IALL (� r1UL-LI�_,r,4 TYP, r2 --- !UFFf:.�:. 61AR W,/ .SIN►' . I � �� -•�--+�-r� ,. i 283364 . 002 , l L, pow ' 111 111 111 I!I 111 111 111 I 1111 111 111 I 1111 111 111 111 III Ili (II I 1111 111 III I 1111 VII III I I III 111 111 I I I I 1411111611 I !11 I I Ill III JI1 I I III III 111 111 III 111 III I I " 1 NOTE: IF THIS MICROFILMED I 11 I I I �I I I I I I I I A ( I I I I I �I ( I /I I I I I I DRAW INS IS LESS CLEAR THAN - -� - ---- —_.__`_—� �!� L..--- --_�—__. THIS NOTICE, IT IS DUE TO THE QI�ALITY OF THE ORIGINAL THE QIIO. a r , T,6,, ,, { � � � IJ1�MIIII�IIi11111� llllllr �rllllillllllllillllllllll lllllllll ul►II�II IIi,IIIII III►!�11{ IIII�IIII IIII�I111 IIII�IIiI illl�llll IIIIIIIII IIII�IIII IIII�IIII Illllilil Illlllill IIIIIIIII ►IIIIIIII MAY 23 7J990 -..w...«...••.rrr.. ,�,__-__.�.�- . , _-.�. - .- ,......�n',l tdt;l;,,., :� a.�:.bfniNry•+alanaaww �1Mra1+�+--,....'i�r�. - .,..�.�1"':�,,.;Y/x'"'"'F rn:,...,- ,. _. _ .. _ ' .�l.v •tax +_. , M � __ .__ -.__. -._ _ --- -- ----._ r. � _.�. �- «..<- _ ad..: ,x gal^ ... .e .Ir. s s. - _. e..-.*o.r��rr��w r-s, a�r�n...n..w:os�u.rr.,....,.._...,,.,�, r..:.r�.�...�.�.-.•-.-.ra..a�..w............-�.....•..r�.�,......—.._. ,..•... • i i 6M11 T" _ 006 Cc�oL,'A./G C,4P NrA T �-DLl 7 Goo 2 C,0AvDh.N.,, NG Uti'!7' I Z C::.vOG/,��G G,4 F' ,¢.�. /�1,G /� � �.c° ,�..�'►. ;" M/til. G�G T. �,vi�, AG •¢ CoG?G/iV G G.�P 3v �;E3� � 9S'° "�A,7; /�'�/�.�. �:r, ,4/���, ' d W6 V// 4� '-A/7'. /46 ac 5 GOUGING CAP ?4- ,—J, 5ti �953 A_,A, T, F{ C.q kr.2./>>r.�e ' �•�+N Co/�, c��!/r 4d �i Od y �o� G f,-A4, 4f1 � � . G,•, �S, 1? .rING CF',4 19f, 6- 1< W /� �,4�/ /vJ TIE , / f,'P, 1,200Z06 V'// ��� 955 FG CA2k;IA-.k ; /-'-'aa/v G4/1�, div/ 7' - 40 FS l foo , 215 H4 0-�1 2420, 2 4,4-6, `r,/,-',,' - -70 /405 /O /G w 1- C-1-j ±5 v/ AN T, /76 G 6 , AAA./ O moo ¢ G,GM @ • 41'' F_. �, F? H .�7 rrvG arc �'" A� W & O�i� V/1¢S w� 6 CZ. AAA/ ,.,D/L UN!T 4v ,CLO. O 3o 3 50 T'> iF.- i o ocD 5 GPry (2 . 52 " 6 .S. 09 GAF' 7, "v cam' Z06V/!',6 W-7. / 7/ (-bs. ')jN- O Z 4 ' .4z" 6,S,,a: Z4- M13N G° 95 ° E_. 4. T zo6v//# WT, -P/ / 8/it1 R T/U N f�,E.4y/N G A-100 w7' :Co7o LbG . a 6 S P/P/A/C SC116/"4AT/C -- 8 lJ,"/ 7' 4Lg L/.Z> 0404 w/,4G.'T, 44A.1 /,-02 -r,Q . /Zoo cL/wu 5 ,Ai, G/C.T 16 c, �Xi�.4US7- )OA-A./ "" 34p 3 �=r-1-7 /?.-,0 V11 wiTA+ G/617 Cv'✓/ T:./4 T r 1� 1 A L L G T 1 Fel Ca -T 1-� ''. 1.._4 G i='f-�.1 t..1 T i ►�.( ;a, `1' �.:3 T i--+-C.�Z C�c//V 7,E 2 �l�(._ � ��a t�•+� I �.1 c:� r4.r.l � �� ` � �N �r 1`l � :� '�,;�� :.'a-'�t-z�._.,,t��..`a �G�:�.ff/NG --_ U --_- /vf U,o,2 E n,%� s,�Q� (,�,� M,�c;,h!,� 1-X �-? i L O'�J int/;Z/C T/c7n1 .tea�� !z�00)0r-llvcil y ' M�u�v 7i�vc i,�,a�v!E, e-i1Z1j,, w/U,"v/7- TZ�r�::. 1.11 C?.�. r /1 P.4'�'� G •_... �.�.} �' �! �► �.. ' ` T? �.>� , `'� (��"c� �.,€.Vr LSE U ASY 47'HAe,S' M DEO r- 1j�. -+A.l.c_,,, �1 l..l.`T G.c'�1 fes► w i7 V:A6 P Ate, "A e) -A Vj /�It ciays T C. ItA NO ZCA-644' O k 0 w P"� 0 Q— rr, 1 I �i ♦Lid d - c✓ 7Z 39- G - 1`1k:�. A. •JJ� Ai re- c.,ok►C►, I 9�`a0 E, ", 7-V, 44WY. UK41T41-11 o tr , 9'7rno6 1 - ,.Nw.mwr,1..,.•.o.�r r«k„��,;. ,�,..!�,pna Yaa,%,r.pa, ... ,- - - - .,aYs�..ua..c�..,.,., .... _ �...� w�lr4,. r �111IIIII111 N I1I111'ililil�ll�IIIIII111I111IIIlIIIilIIlI111IIl1IIIlI1111111I111�1I1IIlII111I11111111111III1I111�1111111I1111111j111I111IIIII11ll 111111I1Ill IIIIItlIll 11Ill 1I111I1 1 Ill 111111111 ' ! NOTE: IF THIS MICROFILMED v r....__ I 2 3 4 _ 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE (,QUALITY OF THE ORIGINAL :214 DRAWING. OE 62 9- LZ 92 SZ bZ Cz ZZ IZ 02 6t AI LI 91 SI to El LI 11 01 d 9 L 9 'I S b IE Z IO1•�M i ,ill Ill II III III III Ill HIUoII1nIIlUIIIIl1III1111111II111I1111I1111I1111�111I�11J1I111I11HIIIIIIIUILlJ�1111IIIlilll!IIIIIIIIIIIIIIIIIIIIIIIIIIIIN}IIIIIIIIn11u111n111ullUHill l!)nnIIIIIIIIIIWII)IUIIIU I' ll1�W11W�111llIWl�lUl)UUlilIlU1llllllll1111IlUlIWlI11 JUNE , 1 , 1990 0 COA/L;.r N S/ti✓o UN/T 36 ,54 006 MBH C �S° E..4 T, M/N, CX y r4•'�'�? NG lJic//'r' �./V 04Z Z ::�von,/1/•:a C,4f' ¢'L.. /\,q 1,A AG V/ W C,q-/�/�,/ .�, ; OC1? Uv�a�. GDS✓13�v S/NG UN/T 36 S/V 064) .¢ C o n c./w G CSP 34) /­?6 H CS9s` 464,7 /,,17/A/, (::�r, �'\ L. 'x. 0,3�// �' cu` C A�../2./�►= ; 0u7 oon2. GOA/DA-AY G//\/a UN/T " k..V C)24- r ac C 00 i.�./G CAP Z-04- t--7b H "t 95'a ,E..A, T, M/A✓, /� T, AMP. � CA-1I, C• i i �0, G06 u//pd WT. 255 Lam, COiG. G/A// 7-7,4e9 FS l SCO 25 11-14 042020, -70 Cr-,A4 . 49'' E,�. P. �•E�Ti��c� L:� ii /O /G A/ �a u// l w-r, /76 LbS, 1 l r Gr G•42�,/��-; G�4,t/ �O/L L'r✓i T " �-G� �Q OL�- �✓?,O r-C> ¢ GA-1-11 @ • 4/'' F,a, P. H f 6+? i V G Cgro K c� 1///� WT/ / 6 GbS. i C4/zZ,',E.2 ; fes' c,.,p/[, UN/T �` 40 ,4G1 O 3U 3 50 'D ►Z 1000 I 5 G�.M • 6Z „ ,S. >9 r/E�r?//vG � �, 5 /� w 'o6 V'/t,o W7' / ?J (_6 S. C//f,//T 50 VIN- O7,4 600 GSM C 4Z" P, 00 L��G Chi Z - /4-007 A5 N iS 96 ° ,E. A. T. ��inl GK r �Y ZO.<o PAIC. C.� 4:::-01 .7,8 I AJA 710 N fy A,.9 7/,V G �4 AICd �v/ T "` 4--e5 DP - 0/4 5,000 Cr-/--17 (w_ 7 L 0 49,4, 7t�./� � /'�4. /moi g.h+- //V A>u T I �(!T lCo7p Gbh. ►. 6A c P/ P/�1� SCHEMg T/C 0 � �4G. Ch�.2/IES. ; Ccs n� ,�,/ti A-7'/Otil �IEA�r/�v<; A-�JD Gt3G�t,lrv� -- T 4,6 e__ o o 4 ALT. 1-,A A./ /-9 7a,e, Cc.V� /, D 2. ' y E;,�•7/�.i�,;, CAA> 76.-, /�C7•h`. /,ciF�v T ,c�-n/O CA: T 4/--7P. 1 5 C P�7 /�•C Av- C /G i A./G E k?�.AU 7 )PA-AJ � ,3 Ci 3 300 �r-M � • /'' E-S,F ?,0 V// r�t/E/�. GOG�. w/T/� G/G��7 wv'✓� TG/-� 41.1 L:7� A L[_ G]�� -T 1 I��lt,C� ���' C1.!--t � 1.-� Ca r�f-►�I I..�'f� � ►�.( Ca r3�' �=�Z' t-t�.�Z..� Cts C��v T�2 _ � � ?,!•� t� �1 N L �'-�{ --a�'r �i< . ����f•,�/NG _� •j ~-- ��(/E.Ur='��/'�1�. S��C'_ (,�„'' J'�,G c.:/�. } iy e� , _ T L C�'1J VO L—'i 1�<. , ,1AI UCST/�7nJ `tif f=lv4MEr 5 N7041N T/NG I-.P�,k�I,E. ,e c�2/t/ w�U�✓/T sC ,E,X T�N L'� 14 I L..`W� `��� w'•►'� A� l � ti► ,`�,.r•/"�� �`,.�' �� Y'_1 V 7'� `.r ��.4./ I l`� 1 '����•�.� � �r T f � � �� �TV eGs� G� `�� V��� y �C� � Q��T�r�G..r7'/ t•.l 5 .�; '"�.\ a"..1 I' -T D E_Q 4 t�-r ;rz_ �� 1 ►�s� �.�. �o rJ M,a--r��.l -��. tiL � IP �.n �; _ AIC /64)�4 M 7G', �C2,4/t✓l,E r.�t,�.. l.l.`-f •O 1� f� ._Y w 1'" H 1r�1 �� u ttin C,, }a P ��:1� y4P�► 'C7 ►�if G \N1 .A 1 O ►J� `�/ '�,� r-0 2 D j C.,-f W O Q_K, DoT b - —" 4_4, _ 1`1 m �--T �tt�Nr�' 11.1 c:, ►J T,.� 141 tZ C:,71,1D, • SZ, bMt7H — ___ �-,-T 4�f 1 L S tl ' �` � �,► I I /�.1.. I a l l I I 1 1 I I i l l l l l l l I 1 1 1 1 1 1 1 I I I f l l f l l l l i t l l I I I I 1 1 1 1 I I I I I 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 1 1 1 1 1 1 1 t l l � VI ' I ' I III ' InI ' ' I ' I ' I ' I ' IIII > > I � I � IIII � IIIIIIII � IIIIII ' 1111111 ) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 NOTE: IF THIS MICROFILMED ►�� ( ? 3 4 5 6 7 8 9 10 11 I Z DRAWING IS LESS CLEAR THAN — -- --- --�� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWINj. oc 62 (12 LZ 92 SZ bZ EZ ZZ IZ OZ 61 BI ZI 91 SI t1l E'I ZI II OI 6 9 L 9 S b E Z I ��" ��IIIIUIInIIIunIUI�IuUluulnllloll(nnlunlnulll�:IIIUIn11I1NIjIUII11IlI1I11I1111I1111Iu��(IIIIIIIuIIniIU111111111111111IlIIIIlI111�lutlulllunllnllnllllllJlllllillllllllll111: INI�lUII1111�llu�1l�I1w1111111u1W�1Wulll(Ifill IIId11!!i1111I111IIII 1111111I1I�1I11 JUNE r1 � 1990 7 rG, ,r.� ;� :. .�..� -- '�✓�" OAK. e�Ap •- GA1.IWT xt;;,11•-1K. s. - t''IWt:1.y GI,..A7•a '� r'I�. f=L�.P'1C• GE`I1:RAL NOTES: �,v 1. For wall' details see sheet a DEt Lx+i2. Verify and confirm all dimensions and conditions shown. _ f i I.otify Engineer of ani discrepancies prior to start of wvrl' . p ^ r �♦a to y' )n� 51 )�AIL�l�f7 3. This drawinn for tenant modification only. too structural work. V W 2cc �\ P:-1aT1r.G'> tt5LA4l` 4 . All Woc,d in contact with crrlcrete to be r:ressure treated. CL Z 0 � (P.t�TIa SIpE�i) h1ET,4L TizJP� '�'1 5. Occupancy: General office and storage. � (� a < � I \` hear `\ CCM C ,� -W b. Toilet roon tel be mecr.arically ventilated to provide (41 air Uj a W �,-- - --- W'4 - •CSD• EA•�jU7E- F"T - channes Ur•r hear with fan or.eratinc off. of light $aitch;. Z V`Z To -_...)T-LJD'a n U OG 4 7 . Mechanical ; H senArhte nermlt. Z tv - y2 G,^fP, bD• 51r:E Frt� _ �X.RE►•.1�� ��' F� IkIT S. plumbing and electrical by separate permit. 4 " W0 Nps 1 I` C% I I:T• `J1J F ✓(Z � I q A I.L- IN rY.I�I C.ti r>OC7M��. f JG r-11 �I�t. `� Ac 4Y` 1 [. ' I� t'Z! U METAL ;ITJ� u�►I-F-`f. u t,t t:f ,�'` �J aT r.� V u c I - ------- 1,211 25 GAS I✓1r_rAL_ sTuc-�-- c� . � 2'-SII G G • ------ E5cr'r"gt1 AGK Tv F1►J. FL x• �,.- • i �� Pol„lpF.�2 f�Ra�Erf.J .1�-lc�-I ori .��� I`��i o Piat1"o M �.�:1�- -'u F��J F'L.�. i � --___-- _ _ :_`_-=�� �'�''�!> L•'�lA:.L W/ 2k4 •:''.� I�-�L l- � � [. -•O" G G ` N��TF'. A-T' ��D OF WALL. G XTL N L � `' W "i I�r-l�►r`jT ��•''.r�I�CTIOt-1 1�!�.�.:r ___._____�_�-.-._-_ ' Del,. ST'uo To c.I IL•IN4 wf W/ p;lr'L Ir1f .1 QAK... A _T• ;kk FLAT �O"T I NTO S TI,.L Il �-21= _7 ric-rsa _ IN-L- C;S „ 7 • II-J' �� x I -fin �,.rG• ` `• 1 s.w.77ND Avewlx I :�PPF20VED FO? CONSTRUCTION — �m I lrr TFTrr I I I Fn�l,1 I f 1 I,N"KI t I I l I I I I I I CITY OF 7i(�F.RD l' ,I ( PE-rMIT NICY`5'?G� Si T E ADDRE�'>_ 1 1.3_5 sc� , I - � _ DA•TI�-3-, -- �•XI�?1'b. 'RLnvF I I gY - TITLE V � I --...._ _ 4�U- ...ta•^-; Imo-!. � C >-� 3 �. 1 I Z'-Co"_ � 12'-Co''.� .� __ . .___-.- --- ____ _.r--- ._- �.. ..___ -- -. ...____� ••� — I'C` '41. A �+ __... DO ►.c i a;1 n•� -1 !�'� i7D• "I%. t,Cgl"� I 1 T I �/> h I r �'�E►GI C-' t C.L ,\ \�\ (A 1•TE PLAN �11n..�+� I -- - - \ \ PACTRUST 2IIU6JNE;SS_ CENTER I �' ✓ �•'•' \\ \ A(�OCTAI=T PA JPi ATY I O i - !' 10 ' pvGK.-H (7CiCJR6a 10'Klp" L7RIVG IN Dc - li � v, 1 , y _ ' e Ex1511rJbr T1rI�ItV-JT ( e - � '� x .G �. - O oc• �� Cn M. LU I A L.T• ?ow�•�IC iRly � N _�-,F.XI�If�Gq ���INL; 1'� 1L-��P_..��� .Z � atm---fP�PFZA-1N � 0 it - X IST 'Gr. Gvti c L A- h3 , CO � I/ i v ,I SDP -7FAzK w SUB- N Ew t�ws•Nt t _��_�_�--- rT. -�-roUj I 2 ( VPURLIN V/2 J MAILS LLJ a: Cr _ <_ N —_ •sj' u Dr x 41-DII 1.A`(-INF- T TANEL_S W/�L"1PX. FLAME l OF - t 5 wlii P; F p+:TRI,4 T- ?�.ajc To I0P Ute( N D p 'IO -- 41,--•---- - - ni� G)'. BOARD %A el IDE f •G �t'G I II t 1..�. DRAWN BY: I� I,-S-TA 5?LADS ' o `O• :1►., _IL I � ?_1-011 0.G. ITPI BY -._.. _- _ CHECKED BY ` ., � f _ __. ,, e,,c•7• ,�.:�,�',a�Ion SQA►-PnrzT �IsT. _,ro. I �, _ -�-- +�-- - r.•r "Pt-e.T�: W! PoWGhz.R �R Fx4UAL1 lrV-T Z-C, 1\ REVISIONS: 4' Ca v-&Ioc, I @Z=n G 71 4k - — FIS W/ owz>s;?- �I Vr�I w a 1 I r f f- --- -� P�Nc.14ores G -Loll o.L L 5 ��!`; ISN ��1(AL—L- � ... _._ _ --- _ _ . . _�_' _ _. _ _._ ._ _ -�._. __ ___..__..__.--t----____ L� II. I_ 1, 3 j , • ak7FpixP 'Ir�QV a :1'.. .. I�'-f/ ....'....+ }. l .• I"Eu I-AwIN')R A." T�PAUPCN' •� J 4ACARNZ"iE AMfO • ABbCwIAI : I l IY•iArr AAN1 411E N01 TO W t'•E l: ".1 Hi:•IK.C�.'1_l i N AN MAMNER L x F,•T WMt14 If#i MI'.•h *,*"TFN MR �yV� /-Y-'✓I i Ivl�l I �/♦I�t'L�I �/I��'1�1•- ♦ ul�1.IfINr 1.11 M'dA At; MAR -4 ,J85 Of MACKENc1• ..MILERING in" No. INCORNURATED >'; .� 00,000"Am"all low _ s11pIIsR1rlw•a1lw+ �. ,rI Irr�rl I I I I I I I I I IAt ` r n 1111111111JAII if 1, 111 1111111 1111111 IIIIIII IIIIIII IIIIIII 1111!11 IIIIIII 1111111 IIIIIII 1111111 1111111 11111111111111111111111I111IIIIIIIIIII I.111II1111,111I11111I1111111I111111 _ NOTE: IF THIS MICROFILMED I- -- 2 `� 4 ------ 5 s— 7 --11) 11 9 1� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO IHE QUALITY OF THE ORIGINAL DRAWING. OC 82 92 LZ 92 SZ 02 EZ ZZ IZ OZ 61 RI LI 91 SI bl EI ZI II 01 6 8 L 9 S . E Z I"•�" FT L4- Ir A IN111111IIIIIIIlIlI1N11HnIHI,IIU1111U�u1d1111II111L1111111NI11111{�IIIWhINhullnnhulluJLluulnuln!l6wluuhnlhulhmbnilllllLlulluNltH111IIlIIINI411I1111IIIIlIIIIIIIII�U11IIlululYl111iWdllllllllllllll111111I1W�IWIII1lIllllllUlllllll1111III11IdUIll11 3OX J JUNE 1 J990 _ _ `• _ - --_ .�......�..-_ _...I,-.._- _ ._.,.- -•„r�--_-._----..��-.�- ----- wr..- __,i._._-s.. _ y. .Q.:- ..... - _w _..,w,F,rIaM11]F.,._ �._ • i 0 o � I N C� y ~ N V Z • n W C � 0 a � w c 0 V oc Z 0 c U r, O a z ` Q v� w a0 w U Q a e DRAWN: i OTraL OCG L oA� - ,; 7 DATE: .JAN. 2 JE -r Iii. j`I�Q�0- - �/C /� IL- SCALE: I %till - �� NO. REVISION DATE I N E--L_ 1 Z r El � rs k- Ful AouNr—. - p✓TI�T F 100 P. � j�\V VO4FY�.saTl, FvrvR6 FuTt fZG FuTurZE 1 "e P► CO, H&LWr� GR :tpIT tlN . N1CGo M PuT�� _ o�uN bel¢ J _ ��• —== _ N1�1� M EN �LJNGM F+cz bli O UL SES M GK _ - Z O i to CIL ,1 w W V, P• is I N A I�,,� �N r=!;R eNGE W wn ryehxlor LL uUi r LL V�P.�►.��: Vis%' o Q S C? 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I i Ylar�♦y A����._/Yis won mom 1 0 cp elf?, IL 1 �; ! f cr .,, - 1 . 1 I Y � Y�'� 1YI° N Q �i���� �i�i�Ti�il�ri�ii��i���F�����i�• Q � � - ob C►� : r i I � 4- ' '�� � �-`, 25_x" �,' <_,•' CL e 1 � ♦ ♦ �� n n ♦ ♦ I O L� A co (� w ARCA OF WORK fp __ iiIri imam - - kANDScAPE STRIP :5p 7 tI In PA.i'ti Vi Z \ \ i 1-011 Lu Ac * s ; Ilk )' ^E d St a d At� c-- 7 E. ,o.P-E:od : z 551554 CP � _ '� �;OAV loo C; 14 (28 ?o) 44 41 '.� 4 ��-� Lr.��.a�=E �+.�F...�• �_'l'�r�-,2�4 � ��'jC.2°I'��) ARC N00, It �3, - 6OF C DAA: MAIM fff' ' 'b LNG ���L�� .w Z � \� �• • �riiG�" r.f-• __ f HYDE. � L APPROVED FOR CONSTRUCI'IOIv CITY OF TIGARf 1 �I�RMIfi No, y SITE ADDRESS.IG I�.l�'7� I Printedmom M�� 3 1°A4 t WL M1T ENGIN��RlNQ � INCORPQHAiEp N , Ty t- , Joe#a , -uYY..H41YNw5ry� t.,.M,ee .... , t. •., ..a�+�..Y�u a*• ,, w F '- ,+1a. .�.�m.r.FUW ..�,.,-. .._..». .,n. 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Occupancy: General office r.nd storage. I':"f`PLdTs< W/ roy4-Pt1Cp1w5w, AW1-4i;,vS Q v-UI'vc• L 6. Toilet robm to be mechanicnlly ventilated to provide (4) air ='R IV I ri-ISfv a (0140 o.A6. •' L' `1f changes vcz hour with fan or)eratino off of light switch. - DATE: S� 7. Mechanical : By separate oermit.L-A-., °- -Ac..c H:-A- V-20, 7Er-fir' (, P. F c.-7^IU, s 4Fs�..T S. Plumbing and ■:lectrical by separate permit. DRAWN BY: -H a r�Nt%I-IE� = I. c:.ARP�; rHt�•.�-•eco.-{off? oF�IvE' �E�►• 2. � MIc. -TIL-� C& /`T��� ?� ILC �� CF�ECKED BY: �. ,ALcc' coN� .J,a�F-H�u4�E `-''1 .�. a =� A' - -- `ter� • � REVISIONS: 1,4� E--owrelo WALL THESE DRAWINGS ARE INF. PRONE iT OF MACKENZIE'SAITO E AS90GAI1' PC 'M SAI AND ARE NOT 1C HE IMF() F��1 OR REPRODUCED IN ANY MGN NFR I' Print®Ij/ CFPT YY11N THE PRIOR WRITiFN PER B M9WN OF M.9A SHEET MAR 1984 In MACKENZIE ENGINi gRIM INCORPORATEp OF L JOB NO. i.,m► .. 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I N■�� i •NIIIIIIIIIIIIIIIIIIIIII111111111IIIIIIIIIIIIIIIIIIIIIIIIII1111I111111111�INIIIIlIIIIIIIIIHIIIIIIIIIIIIWr11111IIIIlIII�IIIIIIIIIIIIIIIIIIIIIIIIIlI1111IIIIlII111I1111I tt11II111I1111IIIIlI1111II111IIIIlII111�lUlIIIIIIIIWWllI111w1111llI�UUjU1111111111I1III11liIIlIIJIIIllIlIIH1iII11IIWI1111 JUNE 1 91999 OAK- !AP GOUuTLR.SIIJF� {"A4•lELs GLAD ` r1A�• �Lt�'1G ��— ��� GE.IE'.iAL NOTES: -- i % -- - 1. For wall details sea sheet o a 2. Verify and confirm all dimensions and conditions shown. 0° �r- -- --�-. Notify Enaineer of any discref,ancie:: :prior to start of. wOrk. . Z 3. This drawing for tenaFit modification only. [Jo structural work . O V w W Z o R�kAL P.`IOT - -- �fc � ��I�.c� 4 . T11 wood in contact with concrete to be r,ressure treated. = z Q Z �edna sl o�j 5. nccuDancy: General office and storage. 6. Toilet room to be mechanically ventilated to provide (4) U.1 M a � changes Der hour with fan oneratinq off of light switch. W �"� W a.ael Z � j i -- ------------- W4YP tP- IEA �jtl fj%t)TE.l_j 7. Mechanical ; By se;arate permit. N . a _ CY a n j 2 G`rP. CYC. E.1 '50E F�-'-T� I -f`C� '� t�'f`f✓>✓ I" V z �) N f o STJOS ►-�/ 1`ff�E 'S I,I s 9 Y P permit. W r- M C 81I ��� PA 9. Plumbing and electrical b separate W 0 LL o LXX G �"p.G. P1_ ElxES I - - I Z 1 OG . I IJ T. SLJ �"� -tll -— } � 12-06'.4, c I I tf' I e ue.x ~ c 9 q ALIT (IJT�F:I G(` VoC NtiE•1II�A,_ 'S K ('S.G. KeP ♦ '�/I� W U c I I - U►�l.> CJrr��k„W I` vT`LD. V v, H < s 'SVZ �i G[+JCE HrT.x•L. ST�1i?i U CCo L�dt'I"a•-1 �'.GK -tom FF�J. FI.�.. - _.__.— 0 - Ce:;YTT-o r'1 --TRT To P I IJ F=L Z, D t2j,,/E4. A►Y..N4 00�5 aC!af('G A L.., _ `J '4'K4- ''� II`` Z–O !�.L. ;_ �Lk 4- kJA..L ------ — eZ23 wee 5'-O" PaR Tla�i L.!v L 1_ 0- ?'-77-1 1.1EI..I METs,1_ -.lrLJP ,JAL_ I_ _ L v A ��, I I.� T 1 O ' P I�.l TMJ O K. ��I G� (� � L.L- r —� �f�.i Off. 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AREA OF WORK ;lri'IIr�i��lwlibiiiww�aww�wwwwwwwwwwwwwwiwrrwiw��wwwwwwwo•w��r�wwww:�iw�r+ � W \ L-ANDSCAPE STIZ' IP �'= r... r 4- 1 1 r1 c— z v;N f, . 1 a w o J. IM 2 n •� � 1 1 • `� L � �Lo � ♦ .. - � �. _ -�--^ �'3 G'T 500 � _., a- Z 4(a \ • � � mac �� � � 1,8�� � _ Z8 ?o � +� t i\ LAND, OREWN n ATE: VVV DRAWN BY: J t CHECKED BY APPROVED FOR CONSTRUCT', — REVISIONS. CITY CITY CF TIGARD \ — PERMI SITE ADUR,= j S�p BY �ITLF. TT Ji i \ rc To�r11 AIF op WSA .SHEET JAN 1984 Mhc�INCOR? to11111G \fir/ y �^ �.� r I , • O O h� w•. a �NVIIIIMWk' +IdlWkl'giDWIl11GM1i16 .�....1, 100111111 Mo ..-.....�a..u- .. ..�.a.r.p4.4f'n, I'n.W.rW S-W.�1�}' — - �. 'J�` At — , n - ..,.,n t+1Y,i,.A w...w...�+_.. - „ '�!`!M-'M ._. wl.#SIM".. iTF• x F � � •, ^' ��I'I'III'I'N I[I'I'I'I'I'i1.111'I'I'I[III'IIIII[IIIIIIIIIIII�IIIIII'�IIIIII'�II'�'II�IIIIIII�III� I��IIIIIII�IIIIIII(IIIIIIIIIIIIIII�IIIIIII�IIIIIII�IIIIIIII[II�}IIIIIII(II�I�IIIIIIIIIIIIIIIII ,..+MAS .�.�. �...+.�..�`...._ . d. ' , ..... NOTE: IF THIS M ICROM MED ( 2 3 -__ 4_ 5 6 7 8 9 I o I I 12 DRAWING IS LES'z CLEAR THAN THIS NOTICE, IT IS DUE To THE ANALITY OF THE ORIGINAL - DRAWING' OE eZ 92 LZ 92 SZ IPZ EZ 22 12 OZ 61 NI LI 91 SII bl el 71 II )1 a 1---'I0 ---1 -'t- 1. I9 1; b IE z (Vein. nllunhmhulluNluuhullnllllln�nllnulnllhlllllulhnll�lullullnul�u,IIIIlI1111I11�LIIlIII11I11�I111�IIIIIIIIII IIIIII1111{HINludwlluuhn1I1111I11UIu1�11uI1!IIIUIII�II�IIIfIIIUwWIuuWuifu�wuull�llllulll�llU)Ull�llllulllll�UIUII�UIIIIWIIIn' JUNE 1 , 1990 'IAL NOTE,. .. KEYNOTES: I> 1 New tenant separation wall . 2. Existing 100x120 Overhead drive-in . 3, 10" diameter vent to roof 4. . AMP 220 V Outlet by vent - I /I •�1 I n I ' ,i ' 15 , o For wall details see TH!w sheet (2 _� n2 - � + _ ••, . a 7. verify 5. Service sink . and confirm all dinensions and conditions shown. 6• Stainless steel �in�G with cabinet. o Notify Engineer of an discrepancies ) , Sta O rc,,. r Y P prior to start of work. I 8. 4 x3 sliding relate with lock , silt at rn O ! cc co 3. �D 4' -0" • This ,rowing for tenant modification manly. No structural work. " -� g , C unter . 0U W � J ��t ■ 4 . 1111 wood in contact with concrete to be pressure treated. ^ r r• 10. 40x10 door with lockset . a Z U ( �' I Y I 11 . 3 x1 dutch door with loc nccunancy: General office and storage. ( Ir�� �MF'�O"�E:w �. „4 j mss. -- L ._ ----- -- t- - - - ---------_ �- 12. - heli and rade se . i I k t .E. Q o � : _ 3. ( 3) o a le board shelves , adjustable (Q t toilet room to be mechanically ventilate to nrevide (4) air f�1 t0oo� to ceiling, ! W Ui o �? 3' �) ' !2 '� ac changes uer hour with fan operatincr off of light switch. n 14. 4000 door. W � Wam 2' 15. Fur concrete . W 7. Mechanical : Hy separate T�ermi� . _'r � '" 16. Existing 30270 hollow metal door. - `r 5. �� 1; , � ; isting storefront. � a ~ c4 AFF,�� 6�A_GG> r���. '�G ✓k_alt� •Al.l. C: !�fU1..LIG�f`l 2 cn Plumbing and el,?ctrical by separate permit. l.' _ - W � n -!) ii __E"F' _- ' li 19. F d 1 1 up 6' -0". - ' W O L- o 9. SeeTHIb sheet. for floor plan. N, ..� 20. Future adjustable shelves by tenant ; provide FN- O _ I '�/o �r�ilNK�o�lt`I .r P�� P'I�► It`11AINF:C7 HI�DU�^lCalr+ I 'c> "� -CA blocking as required. VM ar W U c 1 -�- -.�� � �p�■t�at■anomq�u■mn■■ � U // muunu■■u■au■■■unuun .�_ � nunun nn■ws■tt� 0 sl ET Jli • '�� tI Ik- Ie I T - 1 mmuuuu■u \ V ��-. I ' J \ . � tl ` ALES Ir, ,�1 -I I I � �, o •--� � � �I _ !I_ `, �� Ili �_. -1 ��I`fr v�r'�LL IT k G' SAT' It ��l. -;hUSP�NDlE.D �l�,II & W/2011 EXIST'g C'LU-Ln.!� ; " . `;'`i 1�Ir-! "�.� �;C� lr+.a.�;, t1 J M4Y � ��-: ��,A.�Ti�.f�.a."': _PA,N E Lf: li 1. a� 1'G i' .�:, F-L,00-'1 G - �� P h1DRLA'J 2 5 1 ,' mnnmt •-.=rte F_ _.� F{�i C�rtT l.:A`L. Tr.AGK _ — 2r �•-�Py --- -_— �_ �__ -- ? !?1 gl M F��oN u 24 N FfZa.NIf�I y i_ �- –•- pi►..art e��a�K H,a.►J��' V I I f J/�.IL P1,�w o �oNT�ATH'co. - L.--t✓y IS"c 2�1 4 I ---- 6,1t'S`r GYP, d0, �. GIDE FA TF.t�) Nam ?0 1eP It ' �- --�'�:��'� hG R•E W C� n�I OA, G? o/I�IJ E L �t – 2 ,c cc ov fC. 1i C I QT. C L..� �s:r- rr.On1 ✓'L4r. DATE: DRAWN BY: LIZ Ila] CHECKED BY: ' `- �IC1 • 2rt�I Of Z 1. dr, r -iL O� 4 Ir / 41 4) �'Y �� N; - _ ..__- �..cZ''r -,•• � REVISIONS: yo P, �• A✓ F�Ec-, aI'dl L �Y - - As ���'r�. t?. �'F-FI�� i'►RE '�I ;'�-', �.�G� II I - ) `v'I MP�C7N U24N ---- !Z� Tiv F I fJ, PLR, i HA►•�17Etib =-- e ,t H^JJA E FR;6 � � 1rJ/ �.,,�•. v1�lv�� A.Nc:.Nol�� 2 ,Eu ,cr ti Irl 4, '-o' P.T. Pte.?� w/�!r''� e v I / WE ITS I0 -0 y4 ST"rr- � -I•+. G�O ff! iMESF URAn„1U9 ARf. iHr PROPF Rir I 1` _ I IJ, 10 LMS I f ' OF MAiM�NANU�RE NUt lU BE'USEU OR RE PRUUMEO IN ANY MANNER EM - CECT WIT/, THE PRIOR WRITTFN PER- NA ER- w�rrlrm f 'NISyION OF M SA Printed SHEET - "=...•., ...._,■IIs-r: __. JAN 3 1984 I ' I gyp► V �� i -�–�1.. �.. I *• ry"r - r / ,ice -. I r ,/ 4 rT ,.,—At..Milt. LNGINEERING �T`(� 1�J•'i �I'�'I I I i w L i 1 I I ✓ f'• �• INCORPORATED r I I. © y ....., ,pr..rrr-.,■-..r -I — �" a ,, !OB NO. �I�1 urr■ai�m.Y CD. oRielp�4r1 - ' .. ,' ,, ..r. '"� � , •.. .•;+Er++MII■I) 4W7ius,t .w,c6e'- i'�7�.. EYP .. ..-. .. .. .,t16.�::avr,. �,nn', r� - — 'SOF ���' ��II■IFIA•Il■►r ��' c'^..J��r .++I■■■rt>•w.Ii■ ,,�. _. a � .. •,. �i.�n-�« ha.�r�.'AY ..v.IIRIwu•vnr„ .s'.'�'.7 ♦ a s .,., .. . J 1(r11lrlllr N IIIIIIIII�I11�Jr11I1111111IIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII+III+IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl�II111IIIIIIIIIIIII'I'IIIIIIIIIIItl111IIIIIIIIIIIIIIIIIII1111111 NOTE: IF THIS MICROFILMED ►- 1 2 3 4 5 6 7 8 9 1O I I _ 12 DRAWING 15 LESS CLEAR THAN -- 1 THIS NOTICE, IT 15 DUE TO THE .QUALITY OF THE ORIGINAL DR,trING. 0E 62 82 L2 9' S2 02 E7. 22 12 02 61 8! LI 91 91 bl EI 21 11 01 6 9 L 9 S b E 2 1 �.�1 -I- 1� I I�� I tri,■• ' ,nllHuhnllnnhullnuhurlludnulllllllulllnll1111�1I111nIlllll,UUIIIII1111UIun111uIWl!IIIIIIIIIIII!1IIUIIIIIIInIIIII11I11111UNIluIIIIHIIullunllllllllllllll�lulI1111III11I111�iU1I1111IllI1lIlLlllUulUll1ll11llIl�I1lIW1�IIIlllllllilllUlllI1111IIIIIIIUIIWIIIIr+, • JUNE 1 1990 t..,.,., .. _ .. __. ,,.,r -. .. ..,.f •tire 'M"'"Eyri�hv, •. 4. K E 'V NOT E -•--�' New tenant ya�aratior, wall. - !. EA'stinq t0Ux120 overhead driva•1e., ' Jrcx• sail dM"sk>* '�K 1'1114++ r!>rMrt I a • ISL 'CP _ _ '- 3. 10diameter vent i.o roo; _ ---- ._.�. .�... ._,,_�_ _ _._ 4, 75 AMP 220 Y outiwt by vflnt , 2. Verity and co>ntirm all dimensions and conditions ahowtn. If• Service sink . a Nat.ify Engineer of any discrepaaciels prior W altaart .of work. 5. Sterol ssssteal ink With Debi t „ i 1 0 s �. �1)X.Otl. l•. L?CG�iC �t.E '.1 „ fir!!, . t; J S. 4 x3 slidtn9 relite ' 3• `r'hia Araxri�t3 icor tenant modification only. No stitaetura7l work. 1 1 4'-R• • with lock,,-s.i.'li,• •�'• r .,.. . t+k cy i• 7111 Noncl in cdntact with concrete to be ar.essiure treated. I � 10. 4Ux1� door with - : . � � S. f2poupancy; General office unci wtoragee. �I�� E'MPl•oY�1�w \ I �`�)� I I F,A5 Mc7ek 30x 0 dutch r with O --___.. �_, - _- _ _ _� - - 12. She 1; andcrotP o orkset. � th lockset . ;'' i O �. _ -�- -- , .rc pr- • ter :_ a •' Toilet room to be mechanically vrniilatted to provide (4) air 13. (3) 16 Particle boArd shelves, a4�rlsta.rt�' ♦ �i � v changea per hour With fan operating off of light switch. ; rl-a a� � � I f oo to ceiling. 1 i ny, o 14. 4x75 door. ►. r -� J a ''LI 15. Eur concre eP I, ���„� O 4 `�- M,lrhaeioal : By srpq�ate pei'wl,t• I � ? 16. Existing 3x70 �ollow �'I Ie.I�s1C7,�ra1L, ��� o. 1 metal door. 2 , 17. Existing storefront. N b- Plumbing and electrical 15y a4>Par,�tdR permit �I I �1 7FF '��E ��i�� 1" �� �� C, 17.s. ,�.Nv^ :,'_tit✓. __AA a!; W�►L � aoa \ G r'IULLIc�N. . 10. SAr1✓ g -lhtet for fl:pp°' lin � �� r R N 1 Ili C !„� b 103 �d ( UN I'f iiEA'I ER 19. Nal 1 uD 8'-0". 'Tf yyK�.�{:It-Mkoo Ir b� Ml►1NT�.INEO TH�.oLJcsv .jvT � �1a�1'I� ro"� b r n � „ i1"4, r , '�` I I' GFlS �Q. Future adjustable shelves ►'y :e0znt; Provide � �p m , PJShhT17 p hMi't a __ _ rs+� - •Q N J TOG blocking as required.r 4 �jv • I"6A5 'Z{. EIL.IN.9 HIS ss.f��s e 11 - t AG 5 ON ROO TOA! CAPACITY - r, r AC-(o ON RO 4 TONIICRPAcITY • I = � 71 MJlrt U►.11T Nl.ATrr*R o I -r J o _(� • I +--- 12 14 A 11 LO old OAR, I 10 T _ __- tIT _ --_ _ - Ft C- 7 ON ROOF 3 TOAD CAPACITY a.l i' 14" EAcN L--_ - ( , IIC3 O 1 140� - 1'rrAs i E, ilo TYf' 2 / - . AC-8 Oiu RUO F 4 TON C R PA C CrY 1 rs ,_ i L I 1 1 s oLi �.�fft �e2 oF6FI�E L 14- IT' ��fh-tFf t _ . `f�FI�Y '� v��l►�Y t � .�I I•I�f - , `k- I i0Izi 9 ON ROC'F -fOAl CAPACITY H _T._ l �I a- I c ¢ QL t 1t- " 4. T IIi --� -7• ,A n d c_ z ` ASI HEATING A/C F� T Fi oe F p ,.J E�-1 r �IaTT cN' �L, CsILIPIC9 {44 Lop /-- EXS�Ti'� iqLU-L� ��='�1 r1��� r-1�To.t. �..' J� ► IA�tr 1 -� �. � • 1e:11...i N ty�,Y ` - `T��:»pi I M�h�R-A!. �I h�"R tr,�`r I� � _ _ 1� ,�( I,: _-'"'�-_ --•-�_ �- � !moi�1.'i T'�11'L>•.r!T ��'Ai'Z�.-r I c�;.1 W a.L I... �` -. � ,k`ti ��- r'P F - p N�•t.h �;,,h,i,..•b G �, LI�+M ---- (' - -L r :1 I -t^*A0 Q5 !'I W FULL. 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I%l. _ I G4• G _ _ --- "" �. f, '� _ �: (k 1/L,fli�l ) -,�/�� ' -� .. __ .. ..��a•....ne,sr'e�""_- -. 1. ; Y _ 1 - METES .� , 1 >� , x 4 a`i i'.� , t !� IPMENT SLEEQU r x� t r - ••' Ai � ir1•r • 000 ( r , w 1 •a` .,�',e, +r a,j�,rj ,�: 5 p� 'k .r OOf -6 5 I ON 7 f , r CARRIER 48 LD - 2 I N A C ONLY ., AC-3 CARRIER 50Y1-I 024 - 3 115 - �e I 0 �. Q I H_ 2 4 M p 0 .T11..._.._.-.-.---- — -'-- ---•--- 1 If 8 — 1 '—0 & lir G66 I ; FA _ 1 IN 130 CFM x e I-I 36 I I GO _..,r._�.-- _---�-------- -NORTH EF - 1 2 R A ED'S —i2 -84 M' Now io Mum 6 X51°.•. � `t t _. „f li '��� 1 it J r _..____.._. - —^ _' ^'••- —_-_•- -•_•.__--r_r•r•.r__._-_— -- �+; .. 1 —r re• 1 „_........-.__ ( I l I �11j111 I I l 111 -•' , 1 1 1 1 1 1 1 111 111 it III Milli I ( l 1 I r � 1' NI111111111111��ltllllllllllllllliIititIII1111 l l I l l l l I 5 3 l I 8 4 — sa. _. i. E Z lour ♦% �' DRAWING 1IS LESS CLEARTHANLI II 01 l�'" THIS NOTICE, IT 1 DUE TO ?1 51 b) 61 ��lI1uUI�UUIllI1111VIlIU�IUI �IIII THE QUALITY OF fHE ORIGINAL _ t DRAWING. AE 8Z gZ 1. >it 52 bt 6Z ZZ IZ O2 811• 8�1 LI 1 .I. I 1-• -•1.•.•(11N11lI�IIIIIIIIl1111�Wl�lll>UIIIILI:yUl�11U�IlUlIlI11U111i�Illlli1Mt111lttItIIII1�IlU�IIlII111�111V1U11U11�U11 ---•`—"• IIIIIIIIIIIIIIIIIIIIIIt11111111111111111111�1111111111111t�11b1� J990 ,,�,,,_. _•�� • LLI P 'LLj lot 7� w z P z L) i z 00 `'ji'4 iii $ V �/ J w 0 iii w I. oom r ammommImmm u z u 0 0 Cr A A A A cl) (L cl) UJI .-AND5C_APC 5TF41P v v uj cc \V M (L (L - AREA OF Wolff 0 1 4 \S ICA X oe DATE: DRAWN BY. �, \ APPROVED FOR CONSTRUCTION u I CHECKED BY. CITY OF TIGARD PFRMIT NO SITE ADDRESS Lll REWSIONS. D T E A BY L L.AutrItERING V.,ACKI L rmou DotAw DA�MQOUGL❑,M MISIS="J'T CVT WITH IM "Isslow Of m SHEET OF JOS NO. Ilk I I III I I I I I ti I 11111111111111 111 Jill 11111111 11111111 1111111)11111111 111 1111111 1j1I11111111It111111111!11111111111111111111 2. 3 4 5 6 7 8 9 o 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC 62 92 12 9? %2 02 E? Z2 12 0? Of 91 LI 91 sf t.I EI 21 11 01 6 8 IL 9 1? uI s i! JUNE 1 11990 3OX GENERAL NOTES. KEYNOTES: I TW 1. Fur concrete. 444 eM�`ta►,l,i S".0 �~ �` Sheet 1. Fyrrin� to be flush with wall . 3. 3 x height of door relite, tempered. cv Ytraf 4. 40x height of door relite, tempered. Y • 1 cwraki;r:k rkjl dillIftnaions and conditions shown. N�rext� Bny�t / �' S 6' _0�. coffee bar with stainless steel bar olh Mi11P disc>Ka�ncles prior to start of work. ' sink with gooseneck fixture . z T _ "-' 6. L ckers , by tenant. N 0 "!its dt.w�t>,� fpt t,e"tant "KIlditication only. No structural work.. T ! 7. 30x30 pref bricated fiberglass shover. � � w I Qtr W ¢ Z. 8. E8tsting 3x70 hollow metal door. a 2 lq Gti�nc a�:t with oane.ata to be tartaasure treated. 9, 4 x height f d or relite, sill at 3'-0* . a � I Q d8 or«ccyuancyt t3.�"'Al Of ice and storage. 1 ( I 10. Existing 18 X1 overhead door drive-in. 1. a � i IL z 11. Existing 9 X10 overhead dock-high. Q � • 'rtailtat rcwaa I � � ( 12 . Existing tenant separation wall . � N � Eo be u►ecttann aper ventilated to provide (h. air I \ w Ui _j Q tMn'T'v + Fir' fur with fan op@rating off of light switch. ' I Uj u1 0 a ` m 7. ' rc>'tanis;al: 11V tteoarate Permit. �. Z a Z Z ~ " xoZ N �. Pluri ing and electrical hl• separate permit.. _ � � See � sh"t for fler clan. W LL 0- --� ui O �d ¢ LO m i C. i Qa imp 22A i Q al . � �--• r I Z I I - O o I L15�' W0 _P �IL.ILIC^ v��2%Ol IQ _ W z _SIU_._ �_�cd:C'I M►NLRA�U F!ht-� I.,�Y I�! '` li ._ _._ l,� �I� . .... I-;'-vl� --f P!,NEI-h G� G t�X, F-Lox-ML rt t� '�- — •----- _. - --G _ECS "�� -''w'-. _•1� I a� I 1 •� i rvj I Tn hTUto ►*TYPI- S Ico ' = i.� �.- W W S b I' o� Q P/s.►�Ir-1. rst. . . _ 4 4 la II '1ii � ► QT, Q' ac:rc�rc ,,-1TGHINt� �9 4. HE i �•� 3aC� i 1 ' I ._ WkICW j /i DIb?, GO, caR FQ��L �F-; Q I i O U. i + c�" 12'-cap 4' d .9 i 4,,�,` ©� IG 1, I z �W' _-____..__.____.__.-_-.___.._.__ rtXJT'TO T RSG{L ?4 F!�, Fl.ft. � --- - -------- + •F ! �''-�' *� � 0 Z ''•I1 .y� M �. _ 60 _ ofPI cc :, •;�, LL _ ... !22-t __ -„� ► .,! E c-pPY,l�s"'�:'P`• 'iL 13 '211 +�t'-o"� _ ; 20 d -. CV) Uj ' 22oJ --•� � t21 � �] � I d" - - " -"� Q c�•RL Ir. V j t1 l 0 I i D I -� ,? - n. ._ ���` -1 1ZQ „_ .- �,�. �'L' I 9 Z > = Z 0 i ' I' _ - L2�ii ��_-_ ~ ca cc ' � f•• !'Z;� � Work 2!d 6- � z *1 �� ��NF. R��^�I +– u- �; .. - — - ___ _. __ --- - – _–_. _ _ _- I I ul lid Q --- F,(15-V Ci LU-L� o �•?_F1�. L22� �I 0. M+_ 44 • J If L =t - .�_ t} _.... -» �.a.l.Ec?•�MAt�!'L GT 11`»cl� Iii ! I I+ ��, I "iNIS (2)51HP`�or� U c4N FW_Nl -i1K4 ,I .. ; -% + �fF�ltr :�; CFa C N H/ -5 7 � NO 51PE .- t--,� ,�_.�.-o u.l�• .. OF I - G 1-47!tY DATE: 4 ! ✓� �q _ 1 --��rr.��:_,,_,,_ - --- �1 DRAW N BYrl,l`, - -�-_- - ._ ..�.__�I..�.---_ _;rte,-.-�.�.... �_ 1 _ I I - ?.x2 SToP��-ry P Ems. - _ -.---__._ __.—__..__.._ .__ _ _. _... -•--- -- _._ . .__ CHECKED BY. I 1� 1 i . �--: +c B D �' ' " 1 I I i I REVISIONS: �; EIS r - Z mac - A ��'- �li; i ''� 4.,p * �j'-(p �I��I' ---� _.� .._...�I-�.i, '1• � '-� 1 * , -� Ill��llt.._. , I�� ���� �'(✓� 1 ,� ,�' ,� ✓ �r �t'". — ,f_ ,r_.—..-._.__ .1 � (-! I"Gni•' F-.r f�6Q'c� (� G'f�Fl•=�E �FcE:A I (v2 4.� .____�.._____. ___ _... . .. .._ . ._ _ ---._.--_______.._...._._.__. 1.�� NC , u24r� JAN 181984 •r ' , '~ CEJ--I � . FLOOR PLAN :».'4! Nth '�-r�l. - .�.. ,��.._ .,r 11►�dHMQ1iAl�p'ciNG `AFM"'1�7 RIND ARf NUF t0 BE U:iEO I. -(5 �6►-0 YL ST��t r�r+A.NT R. (UCELIINANYMANNEIIFX- SCALE 1 /8 1 -0 AVIA MISS ON OF M 9A L_R, O 1 I 1 / F! MISS WIT/' IIiE VgIVR WgIf iFN PER. / � �..�Epe:. ��N WALL, Z SHEET �n .. �, . .. EXHIBIT A _ A PAcTRusT ATY L � o� �•� Y�r�A�•; -;" �'=�� *K�..� �v i`1 (i-•1 la..l.. l� - jog No. ' ,...ree.4 t.u.•W w _ ...w,r-....�.y ..•-.- , ._. �' ww.............e,,.y�.�IIBI�II�M°'.�':► I'.� I � � � 1 1 1 I I I I I 1 I �.I ..,.f..1 .1�,.I,..1 t t I I t I I t I III III III t i t III I I I I I I t I I'...«w _ . ILI ' _ ,•� r l I l I l µ1 I I I I I I I l I l I l I I I I I I l I 1 I l I 1 I I I I I ( I I.. I I I I I I I I ( I ( ( � I I I I I I t I l I l I I,l I l(I I I I I I I I I I I I I I I I I 1 1 I I i l(l i''T I M I(I I I I I I I I�I I l 1 1111(1 i l l111 rr ,._.....dE......er- s>rr�� � 1 NOTE: IF THIS MICROFILMED ► ( ?�- �+1 '� DRAWING IS LESS CLEA. 'IAN THIS NOTICE, IT IS DUL .J THE QUALIT: OF THE ORIGINAL. DRAWING. --- -- ---- ---___.._--.-- _ --—------ OE Fe az LZ 9Z' St 47 f.Z 22 12 UZ61 91 11 91 SI bl EI ZI II 01 6 ..I9.. �f[f..�� {9SII t, E ,lul nn.•�,II uulnnl uulnnl nnlnHllU111111II11tII111III11IlIIlIINIl1NIII111L1111IIlUIIIIlI11,�ulIlllllllll!'IIINIIIIIIIIIIIIIIIIIIIII UIIIIIIIIIfpIIIIIItft1IIIIlIIINI1111IIIIlIIIII1II11I111117 1111II111�U1111111Ill111ll11llllhll51�111111111IIIIIII111I1111Ii111IUIIIIIIIIIIIIIIIUIINI , JUNE 1 J990 � 1 KEYNO Fur concrete. ~ 2 . 1RaW�mia>E '&ke t a .,, F r r i n 9t o be flush with wall._ 41 3 X he ht s of door relits, 2. q+apri a► /� 6. 40x height of door relate, teNpoltllf�1- a >t 4Mbtart► k1l di>~anaYex�a an4 editions shown, bOZtll� Illae b! Wtl' It>1114 �r1 S. 6'-0" coff4e bar with staial*ss 6Lt07; b' w ^>a`a1plaRVA** twiatr to start of work. / ., fj (� -� Iii % < O sink with gooseneck fixture. Y i. Lock@rs, by tenant. pn 0 „ ! w 1. 3 x3 pref bri�ated fiberglass sAo11f4tro. ,': f{ W W +la+aalipi.cation ani.y. No etx�ctural wrack. Y � J�hollo►a metal door. ■ { ( 8. Eiist ing J x7 - � Z O em" air C"On"et w1th CcWCv"ty tp be DrReeury treated. i I `•' c 'Ye Sural oE.ti.ra alpntl et I ; g. 4 x height gf d4or relit!, roll ga Z 10. Exist ng � x180 overhead door dr1,A11-tA•> . � r► � z ' A.1. Existlaq x10 overhead dock-b11µ'. t < I ( 12. Existing tenant separatios wall. ' :p vsh 0 r iL. O: ro d. Trrilat reel* to bo' 10chs"10411y v41114t11f%ta+A to arovide (4) air t'! I 1"W"" OwAoulx withwithfah oi>�,rMtiitq WAt light Itwitct, W 4� ' I , woo � Z ° ' I f '' . �aahala3.cal: by si�rr+ta permit. I 2 � I I Z W V) o. chd CY Ip z>�a11 i �) 1 - W y ,L nq allaAO slerct.=i4a1 by ae+paxat• permit. '!. 6iaq,T"0' a ah"IQ• top[ 910or plan. ® ^ O GHS METER r I V • I o • I per'-ol' I � � ,. i -u I W ESC./ It W i R , �+•r� ] "` USNDl1D C�CILIt�C9 t�/�Z;.O� �} _ ___-__.__�. _—_._..___ .. ..._ _.........__... I -o" 1 '-�' 11 �Ir-r:1 1 I"GAS .Gomm' �� I -��-Cap' M1N 6LRJ►�L F1h 't� ��-1a - �' IG M/�x, F1..�►,ML. W �• 1 ir .�►��Nlc� ��� A. ��'�ou�E Iop-fin I � _- CD r #bp9A*D �' Iz /L2 aj� I 2 O MBH I I IT HTR. +.tHT Q>LAC-K �' .f- __— 105 MBH UNIT HEATEFZ ----�' I i�j-"i ;---- Ci✓�F' LEW Tvp l•�ih TYGIcAL M -t Yp �/by &0, 00, W► , 5119E r"" �.ti.l I . ...- -rr� TYPE 1 I I I �-- I00 lid 42Co AC 1 ON r< >JF r�GR-LWT C� bi 9� Q >'/shl t� __ __ , ., H Ta., C f- PFI C I r Y �( �h U P P�R-T�, � �`-`--� $„� _I I 1"� I I�G I-{1^1C� � � �1 , O. IL 14 G A I ray DU �u I _ _� - _- r`�- INS 7 f]�•�_ O O' G y� <��Et: in I 10• I — 'Ya M TRS k- Tr 1�1 I�I ��.R. '----_ - �, K. Uj Z o -o o + i— .•- U ,L t � Cr C LjL _ I ... u. N � •moo r'L � � --•:,:�� -. -©; � 021- 10 • .. I- .. ter.:-s: c.► _-- . --- _ _ _ - . . . ,. 1 OF% �l- l G� lel~ L �- - �,, �-- � _-- I ___ �. _ � �1-I -� 11� I � I I � '07 A __-' -w- - - _ - - a. As Ica - ;{ I' CoA +1 9 `� + yi,�"' ''g".,y: _. . ,>-tom.• r- ; _ � lr 10"�' .-. 1 = I QAC '-1 �N RcaF S T4N C11GAc►TY +p RAF 4^ t •AG-Z GN oor r -roN CAPAC.IT'Y 1 �� 1 , 1 ti To Q �.q PA C rT ____-- -f=-- _ ,� - ' 41- 41' 1 r,o(Z�$►�M}'�. oO 4 U 24L N F F-A't IN y j E- lo•4�. r ►N E'R� 'Lr No SIDE I _ 13 '�• � F_l.. >� J�f.11. T "4 r I"�' 'L�► 12n} I Ip"dl 7' 11 -- - _ . _... I IN' 4 DATE: P 0 , - "?� I �.-�--� ,� 4 U. �?"� p er? 7rr� 1 �4�7" 12 e�j ►, _. T � -�-.. �-- I I DRAWN BY: ' y _�=_ i I - :X31= ? ' .: _: _ �. ------.. . __ ...._ _- _ - - -- _ _—_1�,._- --• FAKED BY: -��--- � ' REVISIpNS: rk. .1�. '� 4 q + 1 I' I '-�. 11' 1 � �jl_�M 1'3J (�+� ± 9':� II} I '- _11'r�"t_ . . . -- --- - r--- I 'i �� 1. : O yy- ,. I ( 15 gG7�-fl►I '► APPROVED FOR CONSTRUCTION . b oSE PRovl e��a:-K ca. �'- - _ ._.._.__ __._w _°�_w 4� - -._.. w. :.._..K ... .._._ ..__,..._.._. ...W...__. _ ._..__......__ .•,_._ __ _ C1 1-y OF TI . • 4tP c UgP. c Ir L'Cn (�, _,..___ __. _ _.r E TIGARD J+ I # . 1 IZEq'� G or-FI,E ARE�4• - _._-_.. __- ---__... __.y__ _�_-_.... « PERIvITI No. 2 -- Il _. _. r ..._._. S DATE-J�J' ' � ;- w���� • >"; ..t BY', _._.----___TITLE__... _._ _._ _ 1 *, t MP's _ 1 T'Gam. 1�-+o►1r 1 !�-�% LIo �•� T Sit CRftltj'ms TNF Pnov TGs, ' *1" r !=•I� �TAt✓ 11USAr 1rF+6 ►►pqr On REPRO (Y t A j.-F >: APM w P FLOOR PLAN H N.A .C. Y �PT _ _ "pr wrrlr TM I STs _x. _ ___ ' — -----'---- — - -- ___.�_ __ SCALE /1 8" 1 '-0►' r��.W rF►�.r+? �'SMON V, M, I,�I,. p 1 1 O , (� .�EF. aTI N WALL AVIA Z A S I H F A T I N C A / SHEET EXHIBIT ' I, q LST fiY F■`1.} R �, l;csl�r{jJ +` I, yF+ ,�y/j�� t �t i I ' P 1. 9Y � '.r•1 � �.. .Irl SY; •.• l _ — - '� � ... 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IL 19 IS b EII 2 Islreso INIIIInInnlunlunlnnhullnuhnll11n11111I;11111111I111111111Ipp11111J1I1IIII1111IIIIl��111��uuIllll�������Ul111}11111IIIIIIIIIIIIIIIIIIHIIIIIIIIIIl111�IIIIIIIII111111i1111IIIIIIIIIiI;Illlllll�lJlllllll>♦UUlIll11UI1LUIJUllIl1JUli11p1111111111IIIIlIIIIIWIII►IIIIIIIIIIIIIIIIUIIIII , JUNE 1 , 1090 _ -