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7300-7350 SW DURHAM ROAD t ti R P.0 BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 PACTRUST BUSINESS CTR BLDG. H April 17, 1986 7300 SW DU HAM RD TI CITY OF T CARD 17535-- 1 3548 — 13%'.i_'..000 Insp . Type RAS Dear Firestop , This is a Fire and Life Safety Plan Review for an automatic fire protEc: tion system. This plan review is predicated on the National Fire Protection Association Standard No. 13. The following tests shall be witnessed by a member of this Fire District ' s Fire Prevention Office staff . Please call for an appointment no less than 24 hours in advance. h:FPA 13, Sec 1 - 11 . 1 Flush ( test ) the underground and lead in connection as per NFPA Standard No . 13, Sec 1 -11 . 2. 2 and 1 -11 . 2. 3. NFPA 13 Sec 1 - 11 . 1 and NFPA 24 Sec 8-8. Hydrostatically test the underground piping system with as many uncovered ,points as possible . NFPA 13 Sec 1- 11 . 2 and NFPA 24, Sec 8-9 and Sec A--8-9. 2 ( a ) and ( b ) . If the underground hydrostatic test has already been com— pleted , forward a copy of t iv signed test certificate for our files . Hydrostatically test the automatic sprinkler systems ) as specified in NFPA 13 Sec 1 - 11 . 3. All drain facilities shall be tested w . th the control valve of the drain or inspectors test wide open . NEPA 13 Sec 1 - 11 . 5 and 2--9. 1 • Water flow, air maintenance, and control Nralves sh �,ill be supervised in compliance with NFPA Standards 72 series by an approved central , proprietary or remote station service or a local alarm which will give an audible signal at a con— stantly attended location. UCC :3803 NFPA Stds 72 ! I ! 1111111 ! I ! Jill ! 1 ! i, l� l ! I ! NOTE IF T r� s HIS MICROFILMED 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY CF THE ORIGINAL !. I I DRAWING. £ Z 8Z t Z Z gZ Z Z Z IZ Z Bi t Illillllllllllllilll11.111111ii1!IIIIc11111111IIlI III) illi 11111111 III; Ilil 1111 IIII IIII IIII IIII Ilii Illl,�te"..'illllli IIIIIIIIIIIIIIIIIIIN 1 SII Ilf'CLIIIIIII II!I IIII IIII IIII IIII Illi IIII IIIIIlll1111l�lili�lIIII1111IIII11111111IIIIIIIitilllllilIII Illi R • • - ' -• • ,y 7p. 1 • J u ... ..•... .. ........ . ',. _+moi_ .. ,AJ P P.O. BOX 127 « TUALATIN, OREGON 97062 r PHONE 682-2601 1 , All alarm functions shall be tested . NEPA 13 Sec 1- 11 Install not less than six ( 6 ) spare automatic sprinkler heads in a cabinet and provide a head wrench . NFPA 13 Sec 3- 16. 7 If you have any questions regarding this letter , or if I may be of assistance in the future, please feel free to call me at 682-2601 . Sincerely , a&� W.4 Marie Williams Fire Prevention Bureau _ v e �'i„`T,gyp ' `� �� �' `e.. Y� ..<« --•►-�-..t:�,i;""�� . � .ri -J-ilk,• -..e!1 •� I I 'I � i l l l l l � l I I I I I I I I I 1 1 �� I I I III I I i l i f l i l I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I i l l �. I I I I I I I I I I I � �_ -�. -� ,.�► ..`.....r i NOTE • IF THIS MICROFILMED ( I I .. DRAWING :S LESS C LC A R THAN 12 - ___ - __ --_-- --- - - - _- - _ `_--_ --_-__-- THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL_ - - -- -- - --- - -- -- ---- -"- DRAWING. Illlllllllllllll Illilllllilillllllllllllllllilll IIIIIillllllllllllllIIII IlilIIIIIIII IIII IIII IIIlilll���� i � L8L { 11E JUNE 29 1990 P,i'ygt� app r pp P.O. I ti R ti BOX 117 • TUALATIN, OREGON 97062 • PHONE 682-2601 1 • PACTRUST BUSINESS CTR BLDG G April 17, 1986 16320 SW UPPER BOONES FERRY RD DU CITY OF DURHAM 17534- 1 3548 132--000 Insp . Type RAS Dear Firestop , This is a Fire and Life Safety Plan Review for an automatic fire protection system. This plan review is predicated on the National Fire Protection Association Standard No. 13. The fallowing tests shall be witnessed by a member of this Fire District ' s Fire Prevention Office staff . Please call for An appointment no less than 24 hours in advance . No-PA 13, Sec 1 - 11 . 1 Flush ( test ) the underground and lead in connection as per NFPA Standard No . 13, Sec 1--11 . 2. 2 and 1- 11 . 2. 3. NFPA 13 Sec 1 - 11 . 1 and NFPA 24 Sec 8-8. Hydrostatically test the underground piping system with as many uncovered ,points as possible. NFPA 13 Se; 1 - 11 . 2 and NFPA 24, Sec 8-9 and Sec A-8-9. 2 ( a ) and ( b ) . If the underground hydrostatic test has already been cor:,- pleted , forward a copy of the signed test certificate for our riles . Hydrostatically test the automatic sprinkler system ( s ) as specified in NFPA 13 Sec 1- 11 . 3. All drain facilities shall be tested with the control valve of the drain or inspectors test wide open. VFPA 13 Sec 1 - 11 . 5 and 2--9. 1 Water flow, air maintenance , and control valves shall be supervised in compliance with NFPA Standards 72 series by an approved central , proprietary or remote station service or a local alarm which will give an audible signal at a con- stantly attended location. UBC 3803 NFPA Stds 72 ,. r r •Po + 1, i �� � "moi•' - ,. . . .. '� y urn:..,i,ar, y ; Pr 7L .rww 1 1 � � i � � � � � � ! � 41 I l ! I ! NOTE . IF THIS MICROFILMED Z 4 I DRAWING IS LESS CLEAR TH AIV -- "L--- ---...--- --- -- --- - -- -`- -- -- - --" 1 1 .r THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL rA= Z Z LZ Z 4Z Z EZ Z YZ Z Li WING. . Illllllil ILII ILII ILII ILII Ilii ILII III) ILII ILII ILII iill ILII IIII�lllllilll Illi ILII ILII IIli ILII1116111,1111 , II�;+" 'SII ILII11191 II ILII Illi ILII Ilii illi III ILII III1 ILLI illi ILII II!I Illllllll illi ILII Illi Illi Ill! 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BANCROFT STREET PORTLAND, OREGON 97201 (503) 224-9560 SHT. OF ,r + ! 11111 111 ! 111 1111111 III + I I III � I � � � III � � I IIIIIII Illllll Illllll Ili � lll IIIIIII VIII I IIIIIII III III II�i, ' I � i_ (. I I �•• I I I i I I I I I I ( I ( '""". ..� - _ � ti I I l- NOTE . IF THIS MICRCFILMED' 1 2 10 11 1. • DRAWING IS LESS CLEAR THAN ..i THIS NOTICE , IT IS DUE TO THE QUALI'I"Y OF THE ORIGINAL $ DRAWING. I lllf fill 1611 Ill! IIII IIII IIII 1111 Iilllllll IIII IIII IIII III! Ill! Ili! !Ill f {! Ili! IIII Illllllll IIII�IIIilllli�� ° 'III flil IIII IIII Ill! IIII ill! I III Illllll Ill! IIII IIII IIII II!I illi Illi IIII Ill! Ill! Ifll IIII Ill! i R • ' ' IIII 1111 Till IIII Iilllill IIII IIII illi IIII . 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'� .' -- `�TITLEDATI�`/� a - \ ♦ Q'' ' ; ,� LEGAL DESCRIPTI _ � Qw \ / �� F-- ct CITY OF DURHAM / r ��� \ \ / 1 e 7AX LUT 14vG G- •PIP O. 90�/ � y � �-� `♦ \ 5�(iTION I'b� T-2s .) F"IW,) W.H. f �i \ \�� 4,, / '�j, \ APPROVED FOR CONSTRUCTION �"^ ` / \ �bJ �}r , CITY OF 71GARD � + / , < PERMIT �1 SITE ADDRES = _ �ra�p V� 0 L G \ \ s O�. \ e BY TITLE Iry \ rSITE DATA 15 41419-11 Building must be com lelr, �' ♦ according t �p cif codes 9r,d 9 o final inspection made bef0fe j \ O P�uI�DI�Ur ApCA : ♦ Q ,,� ,' F�IJIL V �� CA 4D03� =,cr.FY occupancy. ��/ +. /� 1 p CITY OF TIGARD '� G> C ►�u��r hoc -i 2 x;1,2 � FT 6FT- h� \ H F4r✓T" CI Dy ( 0` j/ ♦ r'074L 228pv. E-� Chd/ / e � 0 10OA� �� I_Ati1 J�GAPC� D Q 0 ?� % \ L PR.o,J S IOC D -4 i X14 22.5 yn L 4. AaaA % , ,..� O10, / \ CL / \ ADL ZDM►G Ir lL 3 BUILDING G � I�.v� /, \ a. ♦ 1 . �, J LEGEND t` ®"/ �" 2� L1 DP-i JC rJ ovCv- µ AD rXJG4- DO.�N`�oG7 U TS ORKS DIRECTORQS :.A - / P5T U PCJ r.l C a- PO�, DIRKIC3R I( 1• Ir 1 ` a �. oR'ilktD, .'��OIV' A- 0 Z �, hr � (a, 9 s J � Dn T c • BUILDING, y 7-'30—e r Jlus I ��v iOu / !o6jPqLS yt `' jam, r�.t DlanwN H)WL- raj v.�• e- r.Cr-rCr� f! o I 7'�hH CI�LL04LIIxC _ _ �o r U S r c;HFrk Fn By In 8J -- I RJ -T r to RI! VISICNS ' --' - - \ a ) • PrintQ("� -----__ __ _._.____--------- -- -• - v '� JUL R'-�,, r-r� � _� �-•4,td�7 / / Q � �f �a�ACKtlr�.l►. ;_�u�, ;�►.trt;l CITY OF DURHAM . 79') 0 t 6 �Llii �_�� _ �_�. .e� PROJECT ® 1 ------�� I ' KSMEN2 fwSAtO1n{'�7M��(.rpATE��Cr Of M 15 T3 NORTH NORTH —` 425 0 0 /ANO AFIIT 00 WIPPIQ O 91F WC€E0 rN ANT MANNE EK fM D SITE PLAN �, Ql. NAY rf N•f NMr9910N Of 0,9A SHEET Mav 1 --30 -0 SD- 1s czi:> , OF 10a JOB NO 285106 ' III III III III III III III I I III III III-P VIII III Ilf III III III III I I III III III I I III .II III ISI III III III I I IIIII I I�III I I I III II,�II NOTE: IF THIS M ICROF I LML) DRAMIN3 IS LESS CLEAR THAN i 11 I I I I I I ( I I I Y1I ! I 1 I �I I_ I ' ( � �I I•� -"i �r l .... r THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAMtN[; IIII IIIIIIIII illllllll IIIIIIIII IIIIIIIII IIIIIIIII.IIIIIIII IIIIIIIII IIIIIII►I:Illllllil IIIIIIIII IIIIliIII IIIIIIIII�r, II IIIIIIIII IIIIIIIII llllll�I 'I�IIII I!��IIII IIIIIIIII IIIIlIIIIIIIIIIII�I IIIIIIIII IIIIIIIII IIIIIIIII ►IIIlIlII IIIIIIIII IIIIIIIII IllllIlll IIIIIIIII IIIIIIIII W JUNE 29 11990 r ! Ob 6-z cn cn / WQ z 70a46Z �I W O co Pp \ /� UQ ;Zs II I N L. `6 Q A t1 U I cc z 1\\\ W O I Z w I LLI O 0/ _ �• UJ --_ _z % \ W I 03 U T - I-- o. I . Q \ % cl) +` i U1 / O ,•/ \ % a H `. -op \ Q\00N I \ z --�� z o 14b � z I►y0 / ,,, / / 0 Q BUILDING, G � LEGEND V m 1�5 '� � � •Is225 D/-iJC r� U�C� .�CA� �liUO-- � � � C! � 11 �p�,IC„ NIU ��/r_w--MCAD ✓uv�- ���►�'� �!';�;i i I J m1)rrivlo. � � t ��' � �ORTIh'�D, ` /� , � Ig � _ I A �l..l G.o.C.►-I P�-s,rJ t! I I r • IE'd0 � �,I� b h. I ;5t �xl�e'TIf'.� GAP-�.v�� �_ . I Stl opdprjcp car��t�� DATI s Tabs BUILDING H I �� 7-3o-aa r- r- t ftt_E� I¢i+ 2•y I ll( ETI s-,T'lo 7p-LC� 70 07C pLtMO�/tD DRAWN R I , ( SZ' D� I 'I I li�o7 _,r ►'�OhCD �PoT CL.C�/prlOr-JGi J I�-- � _ �! ) _J �, R J RE VISIONS n,� I it C4" Wo T/c b + I En cA PROJECT (, — •�-- _ _.���—� � ..rte—��L—��—M..��-- — � 'NE9F LMA*lwl$ IIF • 'IM •NUOF Pty 00 ` MA(sFNbF SAI'0 A ASSM-IAIES PCAM II,Q W* S4 I r]L UUCEC IN All-11AW*114 EXCE�t%MTM tIK NORTH NORTH I(o2 ��D I s2 SA,ANCAIII11)0 JKV RIFE�o GRADING PLAN SHFFr.N� �� M� 1 -30'-6 � ,lb SD-2 O 10 JOB NO 266106 all III Ill III III III III III I I III III III r I III III III III III III III III III III III I I III III III I I IIIIIII ill I I I I I I I�I I I I I III w ll I III III II! III III III III I I ~�•.- s �_, NOTE: IF T'l1S MICROFILMED I 11 I I I �I I I I �TI I I I ! DRAWING IS LES., CLEAR THAN THIS NOTICE, IT IS DUE TOTW -� DRAWQUALITY OF THE ORIGINAL Z firiTir '!!Al'llII A 411 All T�111 L [ [ LI [ i l I tIcZlIIIII II►II ►IIIIIII llllll11lllllihlll�lll►I , �Illlllillll�ll Illllilll Illlh islll iihlllll Ill►Ilii� Illll►►i�l���lll►I►Illllllll �Illlil►►Ililll►lll Ill►Ill l llll!II�I Il►III►I�Illilllll Illll�ll;�llllrllll JUNE 29 , 7 , 1990 t 7� ---._... 0 b5 CL 8 U W r- 2 ■,�. LU J ` ,x, Ito / LIJ` U 9 � ✓ % cry L� ,' • Q w 'B A �� �I. � , �co r . • � Z ,� I11 :• O / �' I1 , • ` / •• "' / • '• �' ! W / w n / ""x ,' I / •:y'• cl) UJ _.. W CIO%� i iii 5 I YEr�IFY ♦ co ' e r o •. + 1\ 11;X, CO)1000, PIP D .0i A liellie 4111' OF CLw J z r _ \` ♦ \ _ ww ♦♦\ �•••• }1 w \ 7O\` •• `\ • •• w •• • ti -_ e �q < / __ - e ;• 144.72 / / ` •• � VERIFY c!) • . a. �'�'• �•� ••� 17..% % i BUILDING 0 � �,,��a�' e ' .,• ,,.,,I �° ,,�.•••' ! ;; LEGEND a.... n PILI•/t r1 av=0- HCAD G►.GoO • e I =t-1547s l �4Z?�5 �� 0 l / • S ••� Ur •,' / w �•, 11 r s 5,24%- •,••P' I i • ,ab. � 1 . �p ��'hT C-a PO�.•.+C tx- PO 1.G , RTlI 6. 1 '••• . / 1 • y 4�ti. ••• ' 1 � ` l = , �: 1 e ���.i,_i ilaT'L iF•1 � a4�, i ••i•�• •++•+•,�� �`� � � � �� � _`5�'•7'-r � � �X14vT i� GA.TLH MlG�,� I �,.. OF . I � BUILDING H F I 1 I c�> ��� rtA�lNOL.t r>aT[ 7�- •� �. ,✓ 1 T-�3®-dpi �, �� , 1 n l±x 1 c,T'c l MAN N OI.G • . G i✓ IS.151 ..; I I 1 �gAwrve 1. rrr is •••,• � � \ � �h I .13L95� � 11 � 3j I ; nnr•��-'rr1rnrr ''��L.I STOp••h,� htW1=1=- _SHG D. / •••,� 811/ O,'S� �•i•• + L- - 1 . ( J - n.n '011ie ��rOliM vJ�LJ�h- L NI: CHECKE[�8Y (' V• 1 RJ G- h ti �uuurunrrnrrrrr,rr,ronorinnn�rp►++''•u � � I • 1 REVISIONS 0.- --- - ' • _ 0•��,,• i •-- -- CxIhTC1 1,-ATCIG- JUL 3 0 198r, loll C-0-, - — •• 1 •,•' 1 m uuunuurrurrrrrrrrrrr,rr„n amm�rr�' CnIt-'JT(a TSL tP�Or,1f' L.Ir� CI) I SLGAEG' 1�4I�bL -- 1 `gib l 1 � 1 1 "*a Cie.mom AN `"E r • `a PROJECT 1 T� NORTH 1 _ s ,�,� T� NORTH rrr• a UTILITY PLAN 001:0 S+IEET 1 u-30,-61 SD--*3 .........1pllwvlllll�� EEMW- ,a .r h` ►- � ;III 111.•111 1111111 III III I I_ ( II !IIIIII% IIILIIIIIII I i[- I I `I IJII JI NOTE! IF THIS MICROFILMD DRAMING 1 L - 111 1 11111111 l III I III I III1I IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL � � �� � �e DRAW ING. VIII lllllllll IIIIIIIII IIIIIIIII 111111111111111111I111111111111111111111111111 it Illlllli II IIIIIIII IiIIhIIiIIhII �lili IIIIIIIII illlllul illlllll{I�llhiilliilllllll IiIlillii illllllil iIIIIIII�!IIIIIIIIi IiIIIIIu IiIIIuII Iillllill IIIIIIIII IIIIIIIII IIIIIIIII IiIiIIIII illirlill JUNE 29 b . . J990 10 1 1 <1 2> 13 1 15 16 1 �] .XEYNOTES —�.- - 1 . FACE OF BRICK ABOVE ' - -- - 2• EDGE OF CONCRETE 3. STOREFRONT ENTRY --------� 4. 9 X 100 DOCK HIGH OVERHEAD DOORS 5. 100 X 100 DRIVE IN OVERHEAD DOOR WITH 30 X 70 1 1 1 I 1 HOLLOW METAL DOOR 0(—j 6 ,. A 3 lu _ _ � / , U Lli LJ z 1 O co 3 QQ W zN�Ni a IL r �- 1 C -� r N w 0 LU a: - D\ U <D w .� , _ W cop 14. cow F D U a Q 0 A Ap p p 2� tZF • J o - - ---- -- --- 4e,-b i I-7 ` FLOOR PLAN LEGEND Z BUILDING G 1 16 1 '-a" Q r:� fJ!` �/� -I� r�✓�I�-�I Ela 17 f7 GiJ{Z• O • po�l�-�-Iic.N o.��rt-i�t� r�ovl�- O n g ORTLIND,11 r- DATE 7-30--" [)PAWN BY c HE(r'KE DBY RJ RE V1510NS Ju! 311 0 T':) �' � ` ilrtu nR�waJ}•Fly IFt►Ilplylly 1 �,v.Er,IK•nIT01 TEs. T3 OFD-4AN'MT low,�.� 011Cy��a�Iyv tlAW1E�t t r11A IK 0111(111 w•r••FM gFItlt3.M7u ff•yyll SHEF' NNW AIT!b 10 +'r A-- 1 .roe NO 286 �oe _-, .r, .IQ.gLu.; . ••�aMc,.r;S, y.� ) _ :W" ., •. �..1 =L ..•�r.;,a^W�"t"' ". ' ":_ �..''.. "_:....._Y.� •III :III.-III III III III III I I III III Iil�f I III III III III III III III III III III III I I III III III I I III III III I I I I I I Ill II' 11:. IIr � I I III III IIIIIII III III III I I -x:.:.. - NOTE: IF THIS MICROFILMED ! I I 1I �• DRAWING IS LESS CLEAR THAN `� i— — L -- `!L — ---- ------_.—._�---- — �,.-----_ _._�--�� THIS NOTICE, IT IS DUE TO 11E QUALITY OF THE ORIGINAL dd — D,IAWING. IIII Illi IIII Iilllllli il!Ihllililllhlli il!II!Ili ilil�llll IiIIhIII�IiIIIII!I Ii!IIIIii illllull IIIIIIIII IIII�IIII�1�"�'iil iIIIIIIII I►IIIIIII iIIIII `lll�,l �I�I!III IiIII�IIi illilll!I illllil!I IiIIIIII! lilt II(I i!IIIII! Iillllfll Iilllllll lillllill illllllll li!IIIIII Illlrll JUNE 29 fi J990 • 1a• n, } h 'fl lfrl) �1 ii I 2/ �� 4 5 6 7 8 <9/ 10� 11 12 13 14 15, 16 17 � KEYNOTES --_. y���l_gll I -1 n I II 1. CONTROL JOINTS AT 25 0 ON CENTER + —� I 2�.b'�r- (Iq� %'fes � 24•D =345-4 24-e z. 2. C NSTRUCTION JOINTS AT 25' -)" ON CENTER + 3. 2 X 2 BLOLKOUT FOR RECESS_D COLUMN BASEPLATES L 4. ANGLE 3-1/2 X 3-1/2 X 1/4 AT MID SPAN OF EACH CHANNEL TYPICAL ---- -� S. 2 X 4 DOUGLAS FIR Y1 SUBPURLINS AT 2' -0" ON ' CENTER WITH SIMPSON F24N EACH END 6. 4 X 16 DOUGLAS FIR #1 PURLINS AT 8' -0" ON CENTER z WITH SIMPSON HB 416 0C•) V (�? 7. BUILT UP ROOF ON 5/8 C-D PLYW000 WI (H EXTERIOR _ a ie AIS ( a r " GLUE 32/16. PERIMETER,RFAILIAT•6"ION AT 4" ON ',ENTER <� o O U 7 ! t� ED BUILDING u_ \, EDGES AND AT 12" ON CENTER AT INTERIOR SUPPORTS U T+ - r 1 r T r — - -- . _ - ---_ _. - - - - A ) 9 SDGCONCRETE B �+ rt SLAB WITH 6 X 6 W1 .4 X W1. 4 WELDEDCfi I I 1 C r i7 WIRE MESH OVER 6" FREE-DRAINING GRANULAR FILL w • RIo 10. [15 X 33. 9 TYPICAL_ AS REQUIRED TO SUPPORT BRICK. � - Z wR ~' SEE FRAMING PLAN FOR LOCATION OF AND SI.'E OF wQ rte, LARGER CHANNELS. N -" a Nz ' � 11 . TUBE STEEL 7 X 7 X 3/8 (FOR GLU LAM BEAM SUPPORT z U a /� Ip AT STOREFRCNTS ) WITH 5/8" BASE PLATE 13" X 13" s �— ��; (4) �2 �� U Lucr C ( t p� ll o I 4 II WITH i4) 5/8" DI X 10" ANCHOR BOLTS /113" + r + r s t r T r t 7 � _ __ ___ _ ___ _._._- ___._ _ B 12. TUBE STEEL 7 X 7 X 1/4 (FOR GLU LAM BEAM SUPPORT B - - - -- - --- - — - d - - _ - _ ---_ -� -- -_-. _ - - - _ - R WHERE NOTED ON PLAN. SEE KEYNOTE 11 (J� °D o ,r ! -+ -i l + I ✓ �-+ - + TYPICAL ) 0 t ;a: �. n 1 - I FOR BASE PLATE N ,N �. i� !� ® �._' ,ry �0 I� IZ C 13,. TUBE STEEL 4 v 4 X 1/4 (FOR CHANNEL SUPPOGT ONLY) Q U ~ �, � �� 1 �S WITH 5/8" BASE PLATE 10" X 10" WITH (4) 5/8" � p� IN </ t�p 14. STA6224RAT ROOr1NCHOR BOLTS �) 15. ST 2215 AT ROOF ( J) 11 � 16. HSA2 Al EACH PURLIN CONNECTION GRID B '� C — -—T C_• 1 A It -i t. ----- 1'1. L""!,.L,. moi'/Z r�'/ ' 1— •\No , G I �� I 4 . i - _ _ - _ _ , - —_ J 6, C Sw�� L,v6.e.Tl✓ oT '11-o'' M�y.IMUN sp c, ►�h, Z t _ C7 r �- - F + +(D (D wq�_ i I 1 ; } TC�1 + II :./ U2 L Lu Z ®� _I�' Z'' ; / r �X �T ' � GENERAL NOTES z I Rr r��" _ \t t W V) '^ <\ �I i � � ! 1 ` '�I`• I I �\ �l) (c�+ 1 I i � I lI I -- - 1, rOP OF GLU LAM BEAM ELEVATION AT WEST WALL TO BE VJ � 2. TOP OF GLU LAM BEAM ELEVATION AT GUTTER TO BE 17 ' - I � 5" AT GRID G ,cr> IL� �; �K � ® �3`�'M 3. TOP OF GLU LAM BEAM ELEVATION AT GUTTER TO BE 17 ' - 0. y - .2•PuRu, 1 2 AT GRID H 71 P!;;, r4 ` 19 4. SEE PLAN FOR ADDITIONAL TOP OF GLU LAM BEAM /\ , r I . �) O ELEVATIONS �� ___ _ - 5. TOP OF BRICK WALL ELEVATION 19- -0" TYPICAL cr o Q a. ,, I c p G --- - __ - - -- — --- .� ---r F G fi f1--F f.0 :f -• - II �'/P7 N ®rr--i GOI.IG. �F 0►CIGK� f/`ter-{ FOUNDATION / ROOF FRAMING PLAN, LEGEND O BUILDING G LL• . GUI•k.R-CTF- ota�1C` - r001' ING SCHEDULE LL z (��'''''''' '',�.�� .aa.■ awl^rr. .a.. aaar ■wa■..■aa. a. � IMAMf! L=_T_"i WIDTH DEr'T11 FIEMIIPo11CM0 (0 "apwomcm (w) FREMARK9 D a 005 5 ' � \\ �'-GUI �•' �� �I•T�.I i S)�� r J (L r�:L..l ■■ ' ■/y'�■ I� 4 4' ' a 2' c. 'I (4) n4 K +I-o'' E� - -D' 4 r�o I �•,,rll •t -, ORTL_Y!D, •. $Nl r HA I l 7-30-8a I)RAWN Bt CHECKEQ BY RJ REVISIONS .1 y; JUL. 3 0 IM5 I GSI 1� .g SF nRAWINO$AA! rNE VNOPE A•.. pt e MAI,F I.IIE SAIT.NOL i ASSOCIATES vc 0 ;AIA.) AANY M IO OF XCI 011 IIE� o XIA iN WRIT 1AANNEr ONOC t WIT"711E oa,nn Wql r i F N rE E1N115lION O►M!A ,HF P 1 WD A-2 ry �w C� Or 10 A—) ��, JOB NO 285106 ��� W-: _ _._. ,.eb:-_.:' ........:.:'"iM1u,..Ft 1-.-_ -,•.. __� ^"...I.....-....q. _w.w.>•.... . ;7i� f' + 1" •. .- . 'x, a I- i :,,3�"",r;,?t'"t�yl(^^;�' '': :.'rtv9p g'-i'.a•y!"rY!.!h�.•, '�;"�i:rl;., . . ,- '�I� �'�w, ,,� ,,t � ., � - � 1. ' III 111..111 III III III IIIII I III III III-f I III III III III III III III III III III III I I III III III I � III III`III I i I I I I I�I I I IJP III{Ilal! I III III IIIIIII III III III I I 'r `_ -. NOTE: IF THIS MICROFILMED I I I I I I f I I f I A I f I �f I f I �I I • I I I} DRAWING IS LESS CLEAR 111AN THIS NOTICE. IT IS DUE TO THE WALITY OF THE ORIGINAL DRAWING. �Ill�ulllllll ilflllfllllluli ili�illllllillill�llilllllllilllliilllllli lillfull iiullllililllllllllll illllllllDill iclhl t llllll lilt, lllll ilulllli�lillllll� il�llllll lilllllll lilllllll lilllll1lillllul ,lulu lilllll�iilllllu lilllll��llirlil JUNE 29 J990 ._-__ � . , .. ..w.,,.syy-.+.ry. ..•.,..... ...r .a,.;......:.,,qa, .,.,,: ........ .,_,. - 1.-... _ +ate+.,....,:}:....:....,. -, > w_, ;; .:,... -Fr r-..•-' ... - ., l_.- 1 .. .. ard;. � alfltlE 1 '. .11..1._ • �1 LI { 1 • 14 17 � 6 � 15� KEYNOTES � �14` � 13 � � 9 6 5 2� <�1 -_ 1. STOREFRONT 2. BRICK 4. 90WX5100rDOCK HIGH OVERHEAD DOORS T/It I i 5. 100 X 100 DRIVE IN OVERHEAD DOORS WITH 30 X 7 --- - HOLI.UW METAL DOOR 6. FINISH GRADE U 0 Oz 1 7. DUCK BUMPERS (2) PER DOCK HIGH OVERHEAD DOOR En B. DOOR ARMOR F— Q.. cr 9. — � r --- -- - I JL GUTTER a10. ROOF6EY014D co 11. SCLDIER COURSE 12. ROWLOCK COURSE Cn z 01- N( o f WEST ELEVATION zv w �� ►I n 1:1) Zt U) 1 / 1 6 Y ( - 1 -0" - moi � W ,zd %aN D C B A A B C D G N Q a H F' � 06 Q `N o 1 1 I I � I ll I I ZO 1 - - - _ - Z cr _I I - . I aV1 Ll h - I cr) I � NORTH ELEVATION SOUTH ELEVATION W 1 / 16"- 11-0 1 / 161' - -o Z — W (l) 15 17 Q F— tL ` SILK �.O�I�T�- GD C.I2ErR� �M-it�1� (n -; I I F -I --TT4 d 0 EAST ELEVATION 1 / 16"- 1 '-0" IdG.A..��''Gol�r -PI,47 I Ur.� pt,.i►tl..i� max.p•�W E. Ibl�-•i(��L - /_-___---.. 11200F wI(p � t eo az, I - -- - _ rzw- ._- 0 ------- ClV =I r:p &T Q i MArcIMUM -apv��F lcat W - 4 ,-1� W 9 r.i ray:r�l't� yz cxT f p L sT-u v u �!�v r�T- / 4Yr� 5NF_-Ar4i�4e+ r� - - co - - 4106 Is-LAS-21 u 11-1c". .�� :•� P GJ v v l z..L-C7 6,LUM � `. bc.�NknT,SdhI•J�E•.LFA- �q�-�wiz r-fs-:s.1-�11 Nrl� n�rl `�• I: , l�;•.I •I.``�l I.JJI-1CP 4�7 6-1 ' • G � , ORTIh'ID ?I•� -- I _ �, ori_ M���lo.►�-. . __ � "���,or DATE all 7-30-85 A BUILDING SECTION 11-,� )RAwN(3, I CHF(j,FD By �r_o�o.►�r ------� - q" RJ p RI vl!19rjs • _ _._____—. I s�Ib l.t�G Iyc.I•�fit. t�l-� �� �.. , ._,�r 0 / I/2IUY A..TH,60 I r'1orvu"r_ .__ .._.. ._.. _-_- - -- '- - __._� ` •..1 WiNOS APE THE PRPPFRr.OF .FNPIE SNOt T A95(TSJD tS 01 wC M T5 1 S — � w AN( AQNNMr N M U9FD RF� JITT F(T A ANY MANNER ON OF I ASA THE /� PP��'w*All 1f N RF RM.S9If7N�M SA ® HFET 5 ; I cow+ n�ory A-3, OF 10 JOB NO 286106 .rMf► All; ,.9a +QTc.. ;.,,f;+ '+wQyp}itie -r t "•:. AI `*..,•n,l�aryq,'f .Tpj SIS.., lr^'y'" iL - t'11111 �wwW�+" f '" 'K _a :- _,w y ..057$�.,µV6'��f14Pdi¢'A'.- ,>,. p1rTx� ::.'kp,,cw y.•.� - .y •rr�rr� � � � ' III ili -IIi iIi ili ili ill I I III ili�ill•r I ili III III ili ili ili ili ili ili ill ill I I Ili ili ili i i ill iIi ili i i i i i i iii I i i�w iIl i13Ii I Ili ili Ililill Ili III IliII�I —.-:.. NOTE: IF THIS MICROFILMED I I I I I I I I I 14 I I ) I I �- I I lb I I i i I I i►) DRAWING 1S LESS CLEAR THAN THIS WOTICE, IT IS DUE TO _ _ T11E VIAL ITV Or THE ORIGINAI � � 1-jDRAWING, i' IiIIIIIiI IIIIIIIII IIIIIIIII IIIIIIIII IIIIIlllilllllrlll JUNE 29 .....,,.,,,y, �rwi+...r•�...T....,r...,....w-�••.+....r...-•-� _ __._._..... �._ .._- .. .. _ .. ,. .,- -.�_.....� Td�Ars�rr�• {-.r.••a� _ ,"rtw°I1�11�1��"• __ � • �'� - a r a I KEYNOTES. 1 . FACE OF PANEL ABOVE 2. EDGECONCRETE STOREFRONT 3. STOREFRFR ONT 4. 90 X 100 DOCK HIGH OVERHEAD DOORS 2� 3 4 5 6 7 i 8 9 (1Q 5. 100 X 100 DRIVE IN OVERHEAD DOORS WITH 30 X 10 HOLLOW METAL DOOR l 'LO6. BUILT UP RUOF ON 5/8" C-D PLYWOOD WITH EXTERIOR O - - -� -- - - -� ----- -- { + - -- - --- ---------- -- - GLUE 32/16. ROOF NAILING: 10d AT 4" CIN CENTER U u`l 2G G„ 1D Ui1AT BUILDING PERIMETER, AT 6" ON CENTER AT PANEL --- =; EDGES AND Al 12" ON CENTER AT INTERIOR SUPPORTS g - --- ---- - _.__ __ ---- 7. 2 X 4 DOUGLAS F IR N1 SUBPURLINS AT 2' --0" ON CENTER c/) I, • WITH SIMPSON F24N EACH END LL! 8, 4 X 16 DOUGLAS FIR N1 PURLINS AT 8' -0" ON CENTER (n z II WITH SIMPSON HB416 9. 5" CONCRETE SLAB WITH 6 X 6 W1.4 X W1.4 WELDED w Ll WIRE MESH OVER 6' FREE DRAINING GRANULAR FILL f— Z WR 10. CONTROL JOINTS AT 25' -0" ON CENTER + -- zOi r A I , . CONSTRUCTION JOINTS AT 25' -0" ON CENTER + N — 's ;'' II 20 X 20 BLOCKOUT FOR RECESSED COLUMN BASE-PLATES -_70, a L 00 wcr w A -_ __--_ _ —_—_ i __ _ — _ — _ -- - — _ _ - — a 'Do 71 I Q V)_j ! l 0 � 0bs �1 I cc I i I I GENERAL NOTES w0 0 7 1 1. TOP OF GLU LAM BEAM AND TOP OF PLATE ELEVATION: W E O 1 ! I � ; 19'-0" ABOVE FINISH FLOOR EXCEPT AT GUTTER OR z i t WHERE NOTED OTHERWISE 2. TOP OF GLU LAM BEAM AND TOP OF PLATE ELEVATION U —14 . . _ AT GUTTER: 17'-8" ABOVE FINISH FLOOR Y I lil I I Q UJ ..e Z 1 D> 9 co I �-- CL 2 /too,— cr (l 4 cc _ I o 0 Q Q c� \r � s 2 FLOOR PLAN BUILDING H1 / 16' i '-O" o Z SSS s Q Q CL 1 ' 3 4 5 6 7 ., �//8>2 `�9� l Z 10 z 4p­20"O" 010 cd_ - - 20 hl 0 i U. U I • z HF LL 14 U. C� G A Hyl i 4 w • ORTLh'1D, I y F14. o 2 L ��- S M, oPP J CHE�EOBr R Ir REVISIONS 8 � FOOTING SCHEDULE LENOTN WIOTM 09111"T" IIEPIFOIICIMO (0IRMF011CPIG (MI) IIIEMMK• NO- D'd tfi� e1 I'JRl U^1 _Y I -� o f �- ?� do 4 to -n" (rod' K - ' .. �� ca �,o- - J t - \� �„ h , - c.r_ _ aLSMN'.ENrN SAITO•ASSOC,A,ES .c. MTS G — ..__ -�. .�— - �.�..�. 1_ i ,� €�� . (O.� 4 �. "2 Croy s ;� NEs+ CMAWINOS,AE .rte M �„ ,,, \�/ S q- - C1h D. �. _ 1,_ - G ;, C 1. POiI ��PfOMSSIONa�S�" � A � ® � t�E()�N ANS MANNEN EA�EPt Ml.�rNE A 1� ` Iq -v / "�� 1D F f• O _ �` 71•x , O SHEET -Now" A-4 FOUNDATION / ROOF FRAMING PLAN H --� BUILDING H 1 / 16%- 1 —0 /�� p 10 JOB NO 285108 III I I I �I I� III 111 III V I I I I I I I I I I III-r I I I I III 111 III III I(I I(I I � I I I III I I I I I 0- THIS lli I I II I II I I II I II I-II)III 1.I7II�III I-III V—I II I -I i E J——I l t I �I I�ILyI111111111111� NOTEIF THIS MICROFILMED DRAWING, IS LESS CLEAR THAN � NOTICE, IT IS Dl1E TO _ *� THE QUALITI OF THE ORIGINAL I g L Z LZ Z 4L t�EL Z I L L I ` — - uuy�ItlI II II II DRAMINE>. illl,�III�I!II Iliilli!I IIII�UII Il�lll•II Illllllll IIII�IIII �IIIIIIIIiIIIIIiIII IIIIIIIII IIIIIIIII II!I�!!II IIIIIIIiLr, ISI IIIIIIIII Illflllll Illllll ,IIII�IIKIIIII IIIIIIIII IlJlllll IIIIIIIII lilllllll Illllllll Illilllll�lllilllllllllllllll Ilil�llll Illllllll Iilllilli IIIIIIIII JUNE 29 91990 , , 6 I� 1. 11 I, i' { L ,KEYNOTES - o� � 07 1 . STOREFROr l � ----� , � ?. CONCRETE INFILL PANEL �— 3. DOWNSPOUT � 5. 10OXX1000D DRKIVEIGIN DOVER{HEAD DOORS30WITH 3D X 70 HOLLOW METAL DOOR ` 6. FINISH GRADE Q TL d: I - --- -_ ___ ). DOCK BUMPER (2) PER DOCK HIGH OVERHEAD DOOR F" w _--- 9. ROOF8. BEYONDI o Q 10. SOLDIER COURSE - nl - - - - _ - - tl. ROWLOCK COURSE T- I _. � I � K I - 11t ,. I. _ - ---� - t r M - r LU) 4 iC 1 I 1 _ ui CO r Lu L1.J 0 o Z cr E— I N %, a cn Z LJ llt8 V1/EST ELEVATION wp a 101 11 NORTH ELEVATION 1 / 1 s - 1 —o U� t w°9 " 1 / 16 - 1 -0 QQ I 3: -4 l N J N C g A � � dS � I± 10') < G E &ILiTr �� G'�rrca- i cc O - -- ui 71 U) I o,,,� `1 4 o w EAST ELEVATION SOUTH ELEVATION - 1 / 16"- 1 —o� U w - 1 / 16' 1 0 w � < to � D c o A� Q sg I -� i- G G O z Q z p LU /–A—\ BUILDING SECTION ..j D I 1 /8,,:1,-0„ uj � P,. DRi0,4 ,.CGFi ' v s 11 OF DA I f 7-30-85 DRAWNBY ,1p-lL CI11 N E D BY RJ REVISIONS I JUL • r1.�,i,.��••r.r'11 s ',.E SI DRAWINGS APF INE RROOFRTV ldf VA:MENIIE SA00 l A93 U3(0E3 PE M AND AAN,M IC 0E UIED;)R TO T .M,- IN ANY MANNER E CoF v TW -- nR�I�w WRIT iFN VERMIRSTON OEM 5+` SNEE1 T5 �- A-5 COMP INOIV �� A OF 10 I JOB NO � 255108 #..: .iw.. ' � � I I Illlllllllllllllllllllllllllllllllllll � lllilll � - �~b III�IIIIIIII11 Illlllllllllllllllllllllllllr II III I I I I I � I I I I I I I I I I I I L I �I I I I-1 I I I I•b�'i �' I � � I.�Illf.11'l� 111�1111111IIlIltl� i � NOTE; IF THIS MICROFILMED DRAWING IS IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY ItT ORIGINAL Z Z LL L 4L Z L L lL Z 8[ [ Ll l i 1 [ [ [[ I 6 L • ► C E l> ,. DRANING. III�U±II±IIII;Illllllu Illl�llll Ilulllll Illllllu 11111111 IIII�IiII IIII�IIiI IIII�IIII IIIIIIIIIII�illllll��,"IIII III�IIIu IIIIIIIII IIIIIIIH�111111 li►illill Illilllll II�II��II lill��l�l IIIIIIIII IIIIIIIII Iil±lllll IIIIIIIII IIIIIIIII I�Ilhlll II±111111 Illllllli ill�Clll � t JUNE 29 -' 9199 " •- _____ ..r..,' � c _. ...... _�_,�mrwrlia�w�wuarll�lrlrn. _ __al��Ir _. .,.r. �.L,�....-...- .,-..». . yy. ,i r•. J. ' rr� 17� 16 15 X14 13� 10 9 6� 5 KEYNOTES __-- 2 \ ' 1 l - (4) N5 EACH FACE 2. (2) i'S ENTIRE LENGTH 0 PANEL AT CENTER 4. ( 5) 45 WITHIN 2 ' -0"FACE OF PANEL E 2 ' -0" OF OPENING AT CENTERLINE OF PANEL -- TZ I 5. FUTURE 10O X 186 OPENING. PLACE REINFORCING AS REgUIRED. SEE KEYNOTES 4 AND 5 �_ ---- -..........., 6. EDGE OF TURNDOWN SLAB 7. CMANIIEL, SEE FRAMING PLAN SHEET A-2 FOR SIZES 8. TUBE STEEL COLUMN, SEF. FRAMING PLAN SHEET A-L FOR SIZES 'Ob IS < o uj � w .--- (,/) 2 n :J w�Z WEST WALL ELEVATION N — a cl C) BUILDING G 1 / 1 s " - 1 ' 7wQ LU z0c� � I < ; yE-� U� UIt" � Lu H� F U � C ' B A <A ' B C � D G; H� Q 0,6 u Erm I I a.v-I�I� _ GENERAL NOTES -- - L- - 1 . ALL REINFORCING STEEL. TO BE GRADE 60 UNLESS BAR 1S TO BE cr WELDED. IN SUCH CASES GRADE 40 BAR IS TO BE USED. P,LI 2. TYVCAL STEEL REINFORCING WAY AAAT CENTER OF PANEL B. 12) .' 5 AT ALL PANEL EDGES C. ( 2) N5 AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. EXT:ND REINFORCING 2' -0" MINIMUM BEYOND EDGE OF OPENING. SOUTH WALL & PANEL ELEVATION 3. PANEL THICKNESS 5-1/2" TYPICAL UNLESS NOTED. W NORTH WALL ELEVATION 4. 3/4" CHAM. ER[D EDGE AT EXTERIOR EDGES AND TOOLED EDGE AT W BUILDING G 1 / 16 1 BUILDING G 1 / 16' 1 '—O" 5. ►;NINTAAIN REIINFORCIING L1" CLEAR AT INTERIOR FACE OF PANEL AND 1-1/2" CLEAR AT EXTERIOR FACE. w 4 � 6. REFER TO SPECIFIC DETAILS FOR REINFORCING WHERE INDICATED v! ♦� 12 15> BY DETAIL FLAGS. v, \ 7"� 7, EEE FRAMING PLANS FOR COLUMN AND CHANNEL SIZES. ,Ar PaRIG.IL _o 4 E fiT tbrs I UIL 7 2 U - - — — -- -�-- — -- I - -- ✓ t f b I, EN D Acer circinatum 6'-10' B&B, stem Clump I Vine Maple -- - Acer pal.mat.um b'-10' B&B, well branded JalAulese Maple Acer rubrum Red Sunset 2" caliper B&B, six foot standard on own root Red Sunset Maple Betula jaequemontlana 2" ci6liper, well b:unchcd Jacquemont Birch Cedrus deodara 7'-8' B&B, full (L Deodar Cedar r Ced,.w deodara Golden tl' B&B, full Goiden Deodar Cedar / Chamaecyparis obtusa Slender t '-7' ti&B, full w Slender Hinokl Cypress w c ' / Fagus, eyvatiea Purple N' -10', 1-1/:" capper, B&H, well branched LJ Q Copper Beech six foot standard Z wv,,-•� � a �, Fraxinus oxytarpa Flame 1-1/2"-1-1/4" caliper, B&B, six foot standard U) a ' \ Flame Ash P.P. # 2566 r ,U) ' V , 4a Populus tromuloides 10"-12" # MB Q < �i `'' -J.', Quaking Aspen 1 06J : v t Prunus serrulata 1-1/2"-1-3/4' caliper, B&B, well branched % Japanese Flowering Cherry, selected six foot standard base graft 1 Prunus var. Thundercloud 1-1/2"-1-3/4", B&B, well branched � r- e A- Thundercloud Plum six foot standard Ix Z 1 Pseudotsuga taxifolia 7'-8' B&B. full O ' Dougl.asflr W t Quercus borealis 1-1/2"-1-1/4" caliper, B&B. well branchedW l` ��• V � ) •-Z :' MAPL -IP LE cu, Northern Red Oak six foot standard Z Cr 1 , A" Fie 14Hoganlicata Han Wes Western d Cedar 7'-80, B&B Uj O %P Tsuga canadensis 7'-8' b&lI, well branched '^ Canadian Hemlock a♦^iJ �� ,• �% \ f"p rlt v' a ,J �. % • e'�Ze s:,tt �' PLANT LIST Z rt aA SuNi>•r MAPLttS LD "i"' \ O it Fist SHRUBS AND GROUNDCOVERS s c.Ae-. 0.0b, &I '^ SrAoIP OWN A4or EX/•J/. AI,N�I^L S • A' F,A2 VJ 3? o• LU %% Io' Plot/ Az•%lea var. Exbury 15"-18" 3 gallon can, well budded, 4' o.c. ♦♦ � T• ..xbury Azaleas OL \ Cornus stolonifera 15"-18", 3 gallon can, 4' o.c. \ Redosier Dogwood � �v[� 's fo,2 GavA2 7=S' \ Cytlsus praecox 15«-18", 3 gallon can, 5' 0-c- % .c. *% /�� vJ `AW^, (�ANADI.�N f/EM�ocsc. T8'8.}�}. \ Warminster Broom /f, Euonymus ,japonica 15"-18", 3 gallon can, 4' o.c. - j�j� TNUNDE.�C�O✓D f<un♦ /YZ'-/*4'cA4. GAwN/ 11- r cc AS.fig, b' SrANPA,Qrn 11 • Evergreen Euonymus ♦♦ �� + ` Low and Medium Shrubst Sun and Shade Selection. ` ♦, �� t � \ � • Aucuba japonica Dwarf 15"-18", 3 Ballon can, 3' to 4' o.c. depending on variety Q 00 ♦ ,On �x/sr. Dcovq� CtpAIL Berberis thunbergi. atropurpurea Nana a W^,BF MviO PiNi /1r SrEPS,: L_rVeiCAL) / Mahonia aquifolium Compacta / AV + jAj,;auEMONr s Q + 2"o a L✓S. C•3• + \ A`06Raphiolepis--selected. V 3 ocgEA/ AroDA,C 46DA -� $�iNo.>i /vo/C, eyvAfta Rhododendron--selected. �fYt/AD/AN NE MLOs rt / ♦ t 7 $' AS. f AS. -7 r A• 7 8 A9, 9 A. �� � t \ Pinus mugo pumilio 12,•_15,,, 2 gallon can, 4' o.c. / c1APANES.E MAPLES L Dwarf Mitgo Pine + it �'-/o E.f®• O >stt'eM O * Rhododendrons Dwarf, selected 15"-18". B&B, 4' o.c. Z GAwN for en tries ♦ � � / + / - • \ Groundcovers Sun and Shade Selection. 1 j ♦ \ t ` —` -I- fi Cotoneaster salicifolia repens gallon cans, 3' o.c. CL OP O E.onymus fortunes gracilis gallon cans, 3' o.c. �\ ♦♦'� �.J LAW N � ' .. r 6 STANp/c� \ I /ZNDOQ AIORJNS -f�/„N,I:'F /$-/S' &.440. LAWAJ + rs Hedehelix 2-1/4" peat pots, 18" o.c. —Ar ENrgr (ryPr c/►c.) PP G � Vince minor.Bowles 2-1/4 peat pots, 18 o.c. e0V,-x1CbV4r--A7 ENTRY.(r•Inrr,,�I' t + ,L'co NST M^ ^� t>� o / Waldsteinia fragariodes 2-1/4" peat pots, 18" o.c. < a ♦ 1 Lohl -MtO�uM s'HC(Jd5 - B.y rd• 6'STM/,DIA�O owsi t�oT L /� / ® _ `� �o' O. G• L,A o ,� �'L`� Notes All lawn and plantings will be automatically irrigated to match the existing r 1 �-►' IQ" CAA 10's-I�� Ate, � site landscape irrigation. Irrigation plans will be furnished if requested. 0 co w&as_ 19R^NCHt0 \ ESUss, /yoagry ' - \ 1101111111 11 COPAg. i- ITSeb -ev' O "I. GIAG6MOa? 1 ,PH A.L. WiLL10/A/410/A/4117 ca4-,,9.fi .�.. A/R ,UGH �.y !o f7ANOACO /�'��" 1 GAL. G�1Nf. EKQvrer A S�e�/ �• Ii/NOK/ r,/-)Cr-.55 '' 7 vaatucrouo Pa.✓A•+ Ex/5r. ,P�v $Vr - Z 0 APS+ /�l^ a'-/o' rs. a res �'-�' fd / -/�. `,�. a.;s. Z / 44VMP B'-/o' A.is , s,+, L�wN fro w�Rl/d GN's,�c- 0 BUILDING G l lY:'-1*-` CAS• 4UNy &' SrAero.4 grss 49 r .�.. ` LEGEND � �OiAN CsAgIL � , �"AwN t; A + LAWN �• �2OIL IJ� ✓/ici�- � ,f J / + r ♦ ✓OLS 141011-1 UVt: -4t,-A0 ✓LK�V- t• OeHODOPAAIOtONt-!I VARA Ere t I� 1 rP/cAL3 • t /r,_// „ GAL. �. s. I . Dp �'Ow Ca PO q NDS seG 6E 6,CvuNC��o✓E a -s►r ENst��rrl�c�L E ` 1 ¢+ C44 d } l Low-M�O,UM //C'vLi� 1�7. G©IFI- JI/lEb/UM — + b� , I � • BUILDINIG „E), pt JAcooemoA �IrEtH • / v -85 Z CALF Q•'y6, + n \ 1 TNUN L•C1 Ot1G "U I1PAWT4 EI -J Cr�iZ~s' O rt , EAI.ELM �'-/O' � �./ �J lC SAL. �•�61!•lo'SrNvOA j CJ.'v;) UGC to S'rA/MD/1,t1s0 Nl I (GAwN O c •` � Vc�AFA/,/E6c + + i I _ „I N[UBy f2rRrG✓�rVrccaC z1 �F. C,c. Y/AAC MAPc& 3 Sralwl r f �GW BANKJ p. �B, QVAK/N to Ab PEA/ 10-12' ,6.�8. ' �� 1 REVISIONS ^� N /yEMLOGK 7LsIS B ,��&, O,er. CONGA/A/Crt� f�wnlev IeNpOaOE.NDRoNS S1-_ L.ANJWA^N #4ffMiOCK '7 T - O /_•” rte" B,fB. —� 7-� a•f — L - f �, tJ!oCSI Az. G�OAR' 1 A J�EA AIC, IMZI-I 4 CAL., 1.1�6LL. C��ANGnLo vs i F_rrsr, t ..�•.r-^-y V` wM�' r�-� .`_ �.�Z J v 4 +- Goole i3 �Te", OrA"Vmco A6 '-/n 1 ' I :• • f.t"r c • V. � A�F.LAN/_Nrs_vE/} iL � rr `'. .V, V.N / LA , t P, (ON ASAANIc) ✓ ,-tt ,1St./ N/NUK ' C7/°CISS 1 c =j 2►f A' f t /;'F� r, � 6-A ueAA/.S S 00= �'Ed�A+rG �a if. nc / 61- 71 B.; f a \ - isT. A+;✓L l:er wri -� ti /-,,�' , =l Wflr-miN/�tk SAI!0ON �__ fr+ �c/1/^F ��11 // j �- - - LAWN / nt^I� SIS I L 4� GAL. �, 8 . 11 T C. C N � _ F.N i 11 1 PROJECT I �w�c 4S t c _../ -- --- -- -- --- O --,•, U�tU A ASSOCIATES .0 `M �" �' F NORTH . .M,;ARANO hJ Sr us RE*40 NORTH / 1 JUCCC)IN AY MANNER EXCEPT YW/M TRF "N)6N w'RI<<fNnERMI•fION CTtM SA (1 --�� �.� NoeA�i Ceoge. �xrsr. r�o6A�/ C"�vAO LAND!0CAPE PLAN 7'_8' 8.se. :11111 1b L— 1 �o OF 10 ,109 NO ?.85108 . �III)Ii IIiIlIIIiI�IiI�IiI�-IjII—II—iI�I—�I—�I-,Iillif�l-i-l�lil-�l-4l_ll_il�lil�lil�l ,llil�lil—�l�il�l�llil�lilli l�� E �_f I --- I- III-1I1I1I�I1I-1-I�J1ILHED - i � fF THIS M . l NOTE: l � ii URAw7[ IS LESS CLEAR THAN t THIS NOTICE, IT IS UJE To rHE QUALITY OF RE ORIGINAL DRAWING. JUNE 2 9 19 9 0 {v to a ./ PL i(a - Q• ' l `ca • r \ �Xy \'Ooz— LP i o � I v` I I jf I � / I � 1 I I u ' I I GENERAL NOTES SPRINKLERS syltl. TYPE 18'60 2120 2860 Gontrtaact With: �t<calt: Up►ight on 1/Z' outlet Q FIRECOO Pendant on 1/;'"outlet - rr Upright on 1" i tub up 4 -----____ _ _�_ _ ._ ___. — TIGARD, OREGON Own sy: —.— _ Architect: Pendent an t" drop G _-.-- - ---- __- - aur Pendant on 1" drop oerp tltia ---r ' Contimet. 1 ht over P.pdont (� T (,� ._._..._.._.� _ Project: *Mo. Apvrot►aitue: IPt A3 E 311. t Gb. + h►� SCI7 t "rewlic calculations conform to NPPA No. table tiidewall d' --•--•— __ -- NO: ,slowing APM/tp. et. over ranota w It. wa REVISION MARE 11M + l�i��►�► &l R L i40� rM ilial 'W ,,.+verve,•'.`i;..m S �.. .. " .. .. .., .,' ..� rw�rww.. ._- .:.,.._ •. n„- ... � � �,,,, a { - P f - .,.�_...._ ' ll � ll � ►I� III I � I Ali ill i�i SII I� � 'IIi •r I II . III III ill iIi III III III III Ill ? II I I IIS iIi iIi i I IIi I � I vp iIi I i I I MICROFILMED .�.� i4il1ei _i ,J!�_I-It NOTE IF THIS DRAWING IS LESS CLEAR THN � THIS NOTICE, IT IS DUE TO _ ILII £IIIIIIIII IIIZ I 'LZ— — Z-- Z--- -I—�vli Al—GI—�-- I -l -�—i- I t;Ii--1- i Iit I - I TI8 I �I8 I- L- I -19 l - 4 Ii ► I £ I - Z II lo. THE QUALITY OF THE ORIGINAL ZDRAWING. IIIIZI1g11111111Z111111 Z ZIiIIIIII—II8IIIIill II1 ,IIIIIIIIIIIIIIIII� I( IIILI , NEJU29 • 1994 .�: • . - i i s ,,'. WIP 1-4 �/� 1 .� ����r�4,;'}�.. K 'r • / � 1 � t 1 r i' '. `�M, _ , ,i,.+ ' �� 5. tib t ��� Y • ;�'x'!I� �l t , � •, 1 , � (� ��+ (�� �: It 4 — 1_�+ 1 IV-A, I 12-# 1 __..Iv-4 -- i }?f _ ._.. __ --- ��4 __. _ 1 4 It-4 (. 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FOLLOWtNO StEPS OF CONu1r�tIGTION: r. 4Y SII �" c� �/f U 1 to mt©r:or cove M1 l-Jb Wn t' n,a •u. :l ter - rT eau V,-•:cnt s5 flA i ..0 o00upemy N vPrtor 10 lasulnt7 t_____ .1' _ --------------__-____—_—__.__. __ — - - w•n.-uP,�,.., ,tee, ,� e. other - FIRE DI�tR►GT r..AV6G 1 ,A_ I ^ � %taro DI«r_ G HYC U \ 1., '-` }� ,,/•r '/ D`11Aa BY U1 1( 6RTr V�.� 1 J , b SEC-710W THRV Lbr,9, QV_lb C3L_e�, Ca 5 t►.���91�9L, �� � LL Z ,�__ r ` - APR 4 IL'ALAIIN FIRE DISTRIQ r' X UALAT UN4 OkEGON ......+.ems.► n y w ..._.. ...e..._ � �� Ile . f � I _ Contract With: .le. t .»... -.. .......... woo FIRESTOP Co. _ _-_ T'IaIKAQ 7'�'`' ...._ftk*im 461 MAC, �fl •� -- ,dwta, 1',�tCr �iNtA1 1 Q r;', a �' '�' "��- --y'. -r...,.».,,wn., •'-.,K..,w..,..�F...._ ty _ ws -w.+--"••- - •"_`M" .t .n.'- -- ►ff' r`^7i. MH!t tip# 1F y d MAl yw ON Z � .3 1".. .:l .•:. ... ., ,r , .•1. •Y<. I N'},1•' 1'R �k 'V '•• -1°' ,,r' _ . t.w..... . ,.. „ .``�1"��+� � .-..:,w, _ .... . • y . ,... . ie•'---...iileeur/1�.rr. .__ ,» - nK', a�¢ r t�`.'' 1e .9 u•y�'�»'. +� .+." �' +'�` '�"*E. "ti:At 6..-:;:_ « _. _,ret: _ suT ..:+►.l yam,_., a„ .. « . • Ill III III Ill III ill Ili I I ill Ill Ill r I III III I�I Ill III Ill Ili I I Ill III III I I III Ill III i I III III III I I I I I I IllI Ili I,I III � I I Ili I�I I�I Ill Ill Ill Ill I I • '`•.. _ NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g : L L 8E 4>s L t L lE E 1 l l i [ i I I [ 8 8 L 9 >) ► �' E la w DRAPING. �����iidi�►i ti�ili��i iiiihiii ����I����I����h���iiiiliiii�iiiliiii�i��l����lii��li�������h���u���l�����ii�It���r,; �llli lily Illi Iillllll� iulll{,♦ uih�ll Ilrlllll ii�l!�iulili�lilii iiiiluii iiiiliiu�iiil�i�i uiili�iluu uuliiii iiiiliui iiiiliiii iiiiliui iiliriii R JUNE 29 . J990 ri i 14 4- r4 , 1 l HC GAfoQ P.gAvd7K ', , I •! I'I4rMaut 3 Gq e►�p I 1n l> 1 1 114 04 I/y 114 1'14 1�. I )♦ �� ~ f� � / CAC 94% w I ' . to 11. 4/ avr%Ub. Pdr 0 IL I •�0 9 0.- "1 GH,� v4 ` �` I Y4 uJ {><Y vp ► ► ' f �+ I H 6.Q.SPO01. R !p 1 vac rq P�vo _ ti o kj rn .h\., In I `� 1'I L Qcc 12 i\ t� _ VD. ,� .\ i c 1„ � >.� j / -tea t10 �c- 1 {I �+ AI w 1'la tt v � 1 I'lc �''I,a i �- I p I t v 1 zo't. -0 0i ar - �' 'lalw , 1 1 1'� ►'A4 _ t'/a 174 I'/a 144 ►la ''., •�° U,: _ 1 _ tos.. _.. X01 . 7 ^I i lo' t7t f�'"1 2'-1 IC+'- z'IL J ,�t7 t!t D z'1L to-t'1ti I�•Z'IL lo'-•L'It_ 4'' " `' -A r` t>' a �� 3 _ ,� __ � r i 1'14{� � •u I 1 -(l— l� ♦ I C 11.- r J -� i I T t 41. 0 i J f 1�4 I $ ~1 2I 1 'x'14 Io'•2'1� i> J, ns � i \ / Mir �► ► 2�.r� �r� I ,_�Hca � � � v� _ ! N 0 M v - 1 ►Y. ,9 �► ; I _� ►'l� �'114 I ,Q o _ -0 - _ -� T I 14 N 1 1 N�1,�4 I o 174 r 'Q U 1 L D I N �Gy Iz••4'Iz s-4 �'-lo IZ'-acs ►t'-4i "•-- ►z�-ai�'_r' 1�-a1t o.t _ 0 0 41 u I o 1J .� on 1i pi 4 I E Ivy O t'E o c� , ✓ a 01NvM I 1 - I , «► 1 \ S I' ►' 174 ► - l0'•'1G'-I L 0 J t \�Vp � I / ��w' o t /' F "01 I ► 174 j 1'k •114 qa 1`a 1' a, O• It' 4h � r 12' 4yt "—j,L�4�_= ►-11,-4,� J Ail Ir +�,, \ II � o 7--— - 0 I Li d 10-47i ` 4; \ I -1 o I GENERAL NOTES SPRINKLERS 9rm. TYPE tsa° 212° Zed° —__� Contract With: scale I _ �1 FIRESTOP CO. .�lJ� L b 11 .1 _.___- ------..— __ —_._�____._ uvrwm_on_,n•outlet _ O ---— � � l_- � Pendtnt on 1/!•outlet - -- _..____ _ _ ww wn D s uP►iph, on ,• nue �a 0 THOARD. OPIEGON -- - _ toeaM on t- drop _ _ Architect: -------- - - DryiPendtrnt-en t"dray O — __ _ - - --_ 1>= /sAIT0 D"'{ Title: �Ihlc 3P2tP1Kt_+R�L L>!*i �_ Contract: Dry _ Project: tydr.ullc eeNttbtten. cont«.� ro Nt=Ps Mo. l3 - a.W,'r3 Tote sntaw.n _--- d- — _ — Apptor��s: `�U►.�A1-1►J R.'JR.►.L "X&F. f l7f l, - . t{ o►Mirm it. ova remote 1�'?Oct. It. _. ___-- - 61DI R� d17L elr �12E �;J1�� 1�'� •11 � � 2 � ��e! �C� �1 Dn4 Mo_._ ... ,�•,.,. k 303 1I�i�-iii i�lli�l I�Ill�i i�lll I i�lli�l i�iir I i�ill�l Ijllijl Ijillji ijllld Ijllljl i�lll I I�I�i�l ����i•�ji Ijl�ljl I�III I �I I I�I�I I IJ�iII u i I I�illjl ISI ISI I�III�I ISI I I - -`'' - = - .... • NOTE: IF THIS M ICRGF I LMED I I I I _41I-- ;7 - — I�_- -• _I�_I____1 �_ __ �1_ I I J DRAWING IS LFSS CLEAR THAN -- - THIS NOTICE, IT IS DUE TO __ _ THEQI NIG.UALITYOF THE ORIGINAL � I I 1 j� ������� iilihfi` J1lll iinli�i� illl'hliliiiiluii JUNE, 29 , 1990 " ..._.. r+a-F,•Me•:s,�A'bi,"tgI..MF.`�:LdMrlYril'�Y:J�•.'1iv3ePk.'�r`i�.idr..tlit::i ......_. .mrwr+ ..r.a.a.....r..+..:.:_..._._...:r+n.o..+.•raw+.^..+�w.+•wan.r•......•+r.,.... -- — -- GENERAL NOTES: • - 17g0 AVENUE 1. For wall details see TMS sheet i 2. Verify and confirm all dimensions and n conditions shown. Notify Engineer of any discrepancies prior to start of work. 0 �II ! II (IIIII!IIIII III � � ;1111 1 IIIIIIII �il�lilll 3. This drawing for tenant modification only. No structural work. 0 n BUILDING B I BUILDING D Cn 4 . All wood in contact with concrete to be pressure treated. Q LL _ ' 4 all........ 1 5. Occupancy: General office and storage, f n \ k-� 1J • id's i . 7. Mechanical: By separate permit . BUILDING C {� X J +, 8• t EGT�L-IG+-L. W �sE��-Rf•;E FMM 'r U 0- Q BUILDING IF _ Z �7 9. See E- +�� _!,�_ ��,r� F rf:.N - Wo y 100'/w 0190 SPRIf�+I�.L6� Cs� Y � �+►. _ �' �' 411 II �`�-�' N v �. j; l I T> jl l I i I}. 11. S10T LJ 461 Q 06 •ff �� i. BUILDING E IC)E ►ir�t�:�6Jll-t :: :�I�t I�� �E`1 �.Tvr::., (`lS,�i• 1y" `- �, ���� }' * �.�..,,- p�,}-i, t✓I�:.I�. r"t<a(';S�IA�:� �F'c=r ALA_ALA_ALA__.vsa v.. C� G��2.RI�CJr:7, ,•�'� �' 4� BINLDINO H X ` �• SITE PLAN ( �'� PACTS -mI -RUST BUSIN LATER \ A �� I i ' 1 4, Z \ Vi BUILUING G kill J� - - --- R. 19 (_NF ' El_:) Ciit<71' - - -- - E �, �.�Tlr�� �� dM . 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TYPE 61 41 ,- -(li!e�-r- 'TL F-1►.i. � T Fa-A � K-- T-- F l rl. / l�j PUI,�pEfz f7R�✓P_1-1 A►Y� .'ANlQ�„p Gip 8L� E F NT 106 �.I ,: 21_.D I G G � FSK L� F'CWU�F'- GP-I.i� rJ " L.'' 5t`.T' I�j bhp i PCi11��i� ISM - l I j EFS 10K F_JI��TI TOS J I.1ALL_ ' I ;HECK(•D BY `� F".I ��,�.� I r+T�� I ��� <— f k..,�' li-�1,�•��. �.� " : I'-o" I " - I'-d' / f -- MACItEN1.lE ENGINEERING 2 i 12 I -O IfdCUF;FORATEC REVISIONS APPROVED FOR CONSTRUCTION CITY OF TIGARD PERM T lQT - SITE ADDRESS7S7.4__ BY__ _ -TITLE- — --OAT 1(-)B NO w 851oG,. .ro� 7 t P1 Ir r `�•` I I I I I I I I I I I I I I I I I I I I 1 1 r' I I I I I I I I I'I L I I I I I I I i I I I I I I I I I I I I I I I I 1 I I I I I I I i l l l l l i l l l l l ,f 1 1 1 1 1 1 1 III I I I I I I I I I r T + - ���- ��� - -! •r� � •^ �'�y ' 1 � 1 ISI I � I ISI ISI I � ISI ISI I � . � I � I ISI I � I �_I ! �, i.� l I �- NOTE: IF THIS MICROFILMED 51 ___ __L_ _ _ _ 1 _____ _ 1__�_ �l___ -'__ DRAM IPG IS LESS CLEAR THAN -- -- `-- THIS NOTICE. IT IS DUE TO + THE QUALITY OF THE ORIGINAL � ��' � T a DRAMING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII rill��1!1111111IIIIIIIIIIIII IIIIIIII IIIIIIIIhr; In ,IIIIII IIIIIIIII 1111111 t I�!III IIII�III1 IIIIIIII IIIIIIII! IIIIIIII IIiIIIIIIIIIIIIII(IIIIIIIIIII IIII�IIIIIIIIIIIIII�IIIIIIIII IIIIIIIII IIII�II!I Iilirlllll d. JUNE" 29 1990 .: i I io II IZ ` 10.7 14 z OU Qa cr M cr w LIJ Lij VJ ' Li < z I C1 - T - Nil — in 4a b.1 ------ L II I I \ j O W V 0 1 QQ I a _5oma 2? I 1h,OMLf - O (� L UAr- L, G � I I Fill, I- I - - — F I � - Z - W Q M - II$ �� w 07, 1 - 0 .JPI�JIT02 � G�'P. eO Gl.•fi - _ _ \ v `.1 GL.EP•NING - - � Q � _ _ I I • THIS P�.Ri✓p� - - - -- - - V�IAREHOU�.E _ I FF 12 _ I '� - - J — �.- TI C II_ VA�GA►�T I L!=A5 E S PAGE � V i IVO_ TIN THIS ?' f GONTRAGT L1 • 111 E_ I � � o NO 5U5P. GL.C�. IZeGEIVIIJG 1 c� .fin] � �UI;_DI1�1G• >=l..t?G- ►2M � SHIPPIr�G / � rIFN� � l,S � R1 U.Dit.-Go OF 0� DATE • AUG. 2'I I q E'�lo __---- -- ---� i.ItAWIJ H'y wo G AUG 27 1986 I,I I KErIHY MAGKEiNtIt 1_.s;',,1NEERING IIV�I�i;i'IJI;H ll� REVISIONS GENERAL NOTES N LEGEND r I• UNLE•53 aI'-O" ADOVe Or- W17C NOTCD TYPIGAI.. SU��-+P�1.Ip�D GCII_II�JG HCIGH'i I'S I�I��� eA"5TIIJG WP-,L-L'5 - PNAM �•;.� m)c.rCo� OSV c ,jcRI'TE AR Gt OF Ilse AT l: FiNISH FLUDR r� TEFJANT 5l.'rAR�.TIQi�I WAt-L e�y MTL 'jTUDb @ 2-G�•QG - a ,TEfJD z. PRO�IoE GLr.5S 10,600 �+vAG UNIT r-010, Tr1E PROIGCSSIIJG AFc�. FLOOR & REFLECTED CEILING PLAN TQ uNve1c51r�e OP- 'eo0p SrRucTUR.c - eCr_ vTl-.. 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GENERAL NOTES i 't. - A�,1 cutting, patching, painting & inners by others I All plumbing and drain lines by others �1 t i } All electrical by others except low voltage control _ 1 wiring by this contractor • �� M TL; AC_ �d mss' F3sponsibility for verification of structural requirement created by HVAC equipment rest with others Insulation: 1 thickness with min. density of lh# per cubic feet I - Entire HVAC installation, material and equipment shall M fully comply with 1983 state UMC, NFPA 90 A and Chapter �- � 53 of UMC Ir Thermostat to be auto-change over with sub-base on-auto- off fan switch and heat-auto-cooling selector (thermostat I to be set at 65° for heating and 78°' for cooling. Fan , switch to be in on position during occupied hours). ASI Heating & Air'Conditioning warrants all parts 1 and labor to be free from om defects in materials and workmanship for a period of one year from installation The above warranty covers parts only after period \ ,, / , �. of 90 days from date of startup unless proper preventive VyA-�• F, 1'✓ U U"%Z& /" maintenance has been performed every 90 days by.a 1 fLy�% I • qualified service technician. APPROVED FOR rGArSTRUC O CITY OF TIGARD N PERtti�IT NO. 5= SITE ADDRES SY `_ --.-TITLE-. rA-Ck AG E,D 4//V/7' coUN r.�. A/E.of R e.-n/F SZo 4e- (BY /'--74C.M.) IVA/e- t.c_ ,S 7"/'.../P A/IR.AI/1 H 4!0 RL/ e K A,^1 r_d C._ 1 14 DATEt ORAWN 6Y i T 'rte t i�•�S�1T'H G. /Z s 1E/V /� Fleatln�4c Air Cn�idldonin� ORAW I'- NO S .. T 17595 S.W. 65th ✓ILCr�� / u �' �`'f�"L'' "�` "' LAKE OSWEGO, OREGON 97034 -AG?2.J 5 T 8v:� Nt.ss c.7rL oa s ✓'►� (a ) e�-eaea rF- �Y ,f ..dll:-. a-tit'. i.� L 'Lil si.".• � -__ :. ��:YV1ifi(Ij .: 7 .�Yiy'1.'., 1 � •4��$!NP.4'{�j;' �•: •Ni - - _. � cure - '.`I.}�►:. 27..,...... ,',� � ..� _ , _._� __..... ._.._-_ y- ! � 1 � � 1 � I I I I � � � � 1 � 1 � � ( � 1 •I � � I � � 1 � � ( I C iii t � � � � i t � 1 tit t � tit tai iii int � � � i � i �_i iL i_,� ► i � .b � h �M� i �. � t NOTE: IF THIS MICROFILMEp2 4 .) O �) t I 1 1 I 1 e l -- - -- r - DRAWING IS LESS CLEAR THAN THIS NOTICE, If IS DUE TO _ _ THE QUALITY OF THE ORIGINAL �1911 Z ZLZ 6i9ZnRAwrNG. ttltiiiiiitltiti71111,1iiiiii i t tt iiill�i iii � � , I iisilii lii�ti I t, t liiii� �iiliiiii�iili�,;��, iiii�liii� iiii�iiiiiiiil �� � inlii ttiiliiiii�i►liiiiiiiili�iiiilim, ��i�lii�iiiiil► ilit���t�tiiiiiliii� iiiiliiiiii►iliiiiiiiil►ii� �iiiriii , J UNE 29 ti 9 rA k 07 ti}j DA o ':X-M C� c-i' P H C N T i N G C.'4 P l 2 o U t'7 � ---- ` r ! - r .. _. �. .�._...-I._ ._, -,. .�•�=••-%t�'�_ —r , �i + I r 4—)o ' •/�Y/ ��i /. / —/�"• v V/+ >ti ' /D�'t� L b S `^��� J•�.. .� { -'_C_NNO X A00.4 TO ;0 :.i/*5 / L E T At/G G C.5 /4� - { M s • v .�® �-►�� T wG �►P 7r' N/ M5�!x/f�u T .�► �_ �[ d t .�.-. e d e>e-. B 58 ^74t , t. OQ_X..2 ATO, C.rCT AMf? 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Responsibility for verification of structural requirement created by HVAC equipment rest with others iInsulation: 1" thickness with min. density of lh# per cubic feet I 'L Entire HVAC installation, material and equipment shall fully comply with 1983 state UMC, NFPA 90 A and Chapter 53 of UMC / Thermostat to be auto-change over with sub-base on-auto- off fan switch and heat-auto-cooling aelector thermostat i n9 � to be set at 650 for heating and 78' for cooling. Fan switch to be in on position during occupied hours). ASI Heating & Air'Conditioning warrants all parts and labor to be free from defects in materials and workmanship for a period of one year from installation i � I The above warranty covers parts only after a period of 90 days from date of startup unless proper preventive maintenance service perfoarm every 90 days by.a alif �3+ 141,0 A-60 A"-z / APPROVED FOR COMSTRUC ON CITY OF TIGARD PERMIT N O..oll SITE ADDRESS BY � �` Tq LE /fA-C/G A6&D 41/V/7' 13 1 04/-VTom. CASA5 _ A 4F_0P LA1d S-6r44 (CY &74C.N,) 44 rl 01V C�) ( 7-0 46V'P_4.4D 6r 4:)7-MeR_Z) _u re N US -- IVa TF 41- DaAwN OPY s aol :u - R-SMITH ~T �•� S 6/V )6 /Z I lead ng&�, C�,rydlldonit,� .vRAw 11N� r.,o ✓�/�/ l L12� (��(J/�!�, ti'' ::a17555 S.W. 85th � � LAKE OSWEGIO, OREGON 97034 �v � � 1-44=7/2./5T 84w 5 -Nf_S.S -r-74 (ooa� 684-E X83 -' -r, C,4�� OIL , i R.#" '. � , ' -• s�• L. :r: ,.�. �'�� _. .+MhM f: .�• , }. ,t�: .,,E J a;, , � - Pr f .b �u �' •• ' � . _ ....--.._�... _. __r.-___'- _.. —-.+�W'�+'^"'+..rP'."r.r..• �ri�W1MrC,aaM•......rr+�........_. '- -�I �� ,.�.•.,,, ..art � i � - .. •, r, ""'�`�... � + NOTE• IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DILE TO ___ --- ------- -_- -- - - _---- —_.-- ---- THE QUALITY OF THE ORIGINAL. S L I- L LL L SL L 6L L�i LV 6T [ LI i i [ , i i i l 0 i 8 1? L 8 9 t DRAWING. ILII IIIIIIIII I ! I II I I ( I I III ILII I I+I I ( I � �� I II� ILII I��III�I� I � � I II II�IIIIII .. IIIIr IIIIIIIIIIIIIIIIII IIIiIIIIIIIII IIIIIIIIIIIIIIIIIII I II rI I) IIIIIIIIiIIIIII... IIIIIIIIIIIIIIIIIIII ILII � I li I IIIIIIIII jjjjj � IIIIIIiIIIIIIIIIIIIIIIIIIIIIIlI , NEJU 29 11- 1990 _____-----' ----- --- GENERAL NOTES i 17NP AVENHB L. " ) 1. For wall details see -rAl-= sheet �- oil rrn I I I I rrl I I' P I I rn i W''I I I I �: I I rl,,iT 11 ITITT1111(I I I I l- - 2. Verify and confirm all dimensions and conditions shown. f IIII l l l!I!IIII IIII �'I I I I l l i l I! IIII III I Notify Engineer of any discrepancies prior to start of work. r' I 3. This drawing for tenant modification only. No structural work. L/ �Y BUILDING B d BUILDING 0 - 4. All wood in contact with concrete to be pressure treated. w 5. Occupancy: General office and storage, cc L�•JI'�D1.1=�7ALc DIST .OF Mmµ• w 6. NG�7' Ustt7. (f') z \ f"� �` f ��✓ A'*�" �� " a 7. Mechanical: B separate Permit. Y p �-- z w I ,{ W Q z BUILDING C • �-j 9. FL�C.T¢.IC.AL-. 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