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15600 SW 72ND AVENUE-2 1 �� 3\> 4> 5 �7� 8 9, 1 C 13. I q , ..___._�,T__ - _ -- GENER11 WTES Z4'-�i�' ( I�„ �.{� ,T ; 4_� � - -- - , 1. This permit for second floor framirn3 and slab. _ _ _ �� - 2. Occupancy: B-2 b separate- -- - - ---- .h P Y Y P permit. 3. Building Type: V-N 4. Contractor to verify ,and confirm all dimensions (including existing beam -r 11,W. `'� elevations) and renditions Chown or implied on the plans, and notify A/E of any Qc` S i discrepancies prior to stbrt of work. w 5. All footings to bew On firm, natural, undisturbed soil, free of orgaaic matter. — CL 0 6. Assumed soil bearing pressure: Ii00 psf. All footings to bear on natural gravelly Q o /` I material. Inspection of footing excavations by Mackenzie/Sarto b Associates (n Cr A ---- .- . --- �\A>I I — --- A required prior to steel placement. - w h �• 1. Concrete: ? II 4 A. Foundations and Floor Slabs: f'c - 2500 psi at 28 days; maximum slump: 4”. W II 8. Reinforcing Steel: • II- A. ASTM A-615 Grade 60 deformed bars, unless otherwise noted. Lid Q Z Cr I" O II B. Floor Slabs: ASTM A-185 welded wire mesh, 6 x 6 x w1.4 x wi.4 welded wire Z _ B; t B� in 9. Metalmessh where noted. �U g 4 A. All structur 1 and miscellaneous stee' to be ASTM A. w P 36 unless noted. W � B. All bolts Atf1M A-301 unless noted. (n cr ZOO C. Welding: Per 4WS Standards, (n - 10o`nr 0. All steel to have ch V coat or to be galvanized if rie'ed. U LU 3 Z 4 E. All erection bridging ind blocking by joist manufacturer. Q � _ �g 10. Mechanical, plumbing and el,ctrical by separate permit. � p N I �� i I 9 11. Storefront and window frame installation by separate permit. a a N II II I I b,� 12. Warehouses to be unheated at this time. Future heated tenant space will be II iI designed to confirm with Chapter 53 of the Uniform Building Code, "Energy Conservation". = — a o •(� I f 13. 100% sprink ler ir.g per NFPA pamphlet #13, latest edition, typical throughout. I r l a I l� it �^ � - - - -- - --- -- --- -- - - = 0 j O U_ EN - - — - - ---- II r4 �. .� 00 - _ O m N l + • • • • I • • • - - (1 ao 1 II If N w J � Dm -- - — - --- a I � O 4 U � n jt II � I1CZ co a I I 22 0 cn 3 O c ~ N L > _J CIO Eat 1 W)k -First Floor Plan North i < <2, 0 5 - 24 La '$„ I_Qu Z 2 F Q F F U_ O ,n II O F 1= F �Q�� '^ Project Site U_ � I1 ePEN ► � ® �r_J� Q e Sim, IZ�`,4V f II 0 I l0 I F II 5E5KTS F 1vGw-''A b ,fel 5•5 '44 I II 3 5 � rowa VC V6 v 11 W l2 W 4 F 44 I� ® _ O 4 II I x W12w14 -c m J I I I m t= 24 o I :l7 f O r _I 1 m gt o W)”, Vicinity Map i II NC•W T•`j `� 1" [%q1 — 4 alo T1 ' U n.t.s. II 3 rorGrS/D - -- `� HAWNHr C�/B 3 F 1 D _I ----� North LE-6n " aES�WrTIoN: s,&. I14 qpEG.. 12 T,2 S., R. 1,� �. I I nT o 4 1 A z -�1 W. 1r1. 2 2 Z rM u �I II O F P. I Cp -i /f -- ----- ----___IW r2na AvenuF. e C NECKED d'( I - ...... -- -- ---r ori 4 I I 59 K I - T �...- 4 - --? �- REVISIONS —_ —'� > _. :! l�Iz> la S p, E W12•14 �C45M1 .5 ri — --- - _ QCT � 1 Q NSW EJW-1M� F F F .- 1. 1,-I 6-# I O C = 011 I 511,. F �,. UES 1 3936 2 _ I r� `' ,r �.M,,,lo•rEb.aw.l.,, . , INCr)RI'Ut2A�IEl) 2. W IG" G G= 011 —s � -�- ---- s9 /z - � 24 r OMEN,,, `1`..�I... I_H I c, r prI Al 4. W 21 rr�4 e•V5` �' ,�' ss �\, „-�� a a�••a ti w 27x c Second Flog F'ramin Plan ••,rr■. -n'.I DMWINGS ARE THE PROPERTY OF �• W it1� x �� VA1.r.ENIWAITO S ASSOCIATES,PC 1M II — WORK ';A,ANO ASF NOT T I BE USED OR REPA0 57 C T � •' AREA i U EO IN ANY MANNI P EXCEPT WITH THE V w 2, " 5a G s �'� North nA1014 WRITTEN PERMISSION OF MSA C� G NE1,J JQiSTb F DEGI� QAC FIG Ac..)A -YPE 5 - w I FORM I '/z' 22 Cao.. Ir Iro k:2 4OZ/ SU @ 3 -0' o,c. CoMPOt>ITE- FLGY�2 DECK hJ/4'ICONG. Cc >• - W 1.4 . W 1.4 W.W N.. _ 2. 22 K4 402/ 150 3, 2G 4q 402/ 50 �"YP � /21 PUr�DI..� L.IcLDS Ga SII o,G, To SUPPOQ'T� BUTTOIvi PUfVGH EUGE'.5 North OF 4, 29 L u 09 402/ 50 JOB NO 285489.002 sralw�I� t' . - VmkifCC•u,n+"1�iL . + ti1S��TI��w.R./M 'C.:.....re l'.r-r....... . . • i � .. �11I111I111�IrI111IIIrIrIrIIIlIr11i111I11rIl11IIIlIlIlI111I111I111I111I111I111�lItItIlI111I111 'IIIIIIIIII �i1iI111II��IIIlI111I1,11111I1111111I111I11�111I111I111I111I111I111IItII1 . .., _.. ... _.. NOTE: IF THIS M ICROF I LME D I 2 3 4 6 Q 7 Ile g I I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THE QUALITY OF TEf OR IO INA[ r DRAWING. ac 62 92 L2 U2 S2 0Z E2 LP 12 02 61 91 LI -SII - SI -rl EI ZI 11 01 6 9 �L � 9 SI- 1--10 nllnulnNlunlHnllnlhmlrullmllwlllllllrl1111111Iu11I1111NNIII�U11�111I1u1IIIIlI1,�lUIl1IIIIlIIIJIlU111111I1111III11II111I1�11itI11)illulllfttllUllllUI111�1111IIIIlIII11wUIW1I1111I1111I111u11:J1f111111Wllllllil1h11111i�I111I11JLllllllllllllllll11It1UIl1� � MAY , 1990 fad-'-'�•I►A Juice-_. ,r_ _ __„-._-- - ^ - ..�I.Y-re♦--.....- . .. �, - -� '�.+r`. - +w. v ii 6 Cf) g I LLJ o '' W ~ � �N — Q_ V)? a � U LLO�0 . �--' W W zM- UC/ Q ti Cr Lh S06 n9 C ` L SW 72nd Avenue _ G 0 GUY TG' RELCaG�. > 35 It 0 0 Atee ?JB p2 �Y �o,e. 0 Ex• �i ;G-1 GURP�GuT To 6E REt-�ovt✓D '-O" �o'-O 370'-0� ' m 0 o kADi U5 4Fi,C)' �. _ 8'L0,31' _ ❑ _ — �' 2 GI-Ivtc�H '1.5'1 r N-- 1 o° 21 3rv' k -- -- ---- -- -- -- -- Q Er�C TC1 CM 1 -ORIZf� N lb`IZIO�: F.H. L� 12,—�'—� I I I I I I I I I I I V I I I I I I I I s� - - :�,- �gv1=o—IL ,__._.-- \ �,� �,3 O r74' � - i d' !�}'t�iL - Q '•OI Iq"� 3_J- - _ - N \ ,,n� i,r y- A♦ c - 2 V/ 5 �4 ca Limit of Construction '/�`�'��r-,� c :0 �� > Clp . N rAMF @ca ' D p / A C0 co Proposed Building Finish Floor Elevation 196.5' ► ► �' �ti � 0 P v ,/, go co ? GAPPROVED BY: d. \ < / Site Planco PUB O TOR - 1 = 30f-of, PLANNING DIRECTOR SEE 15 0 North Building must be cempl:�t�-L; ` — according to city cccles and final inspection made hefc,e Project Site occupancy. CITY OF TIGARD JCNNI I'+V�C'iiS 1� . . OF ' --• i q� APPROVED FOR CONSTRUCTION DATFMAY 1986 CITY OF TIGARD 16 -- SITE ADDRESS X5'600 SW. Je?"'� 1)PAWN B> PERM!T NO. _ \ BY' wS2y �____ TITLE_ Old. S.crs� E DAT CHECKED BY ►.JSP R4vISIONS Vicinity Map . Sheet Index GENERAL REVISIONS n.t.s. 9 JI.INE 1988 / I. AL t�ESGRIPTIoN 5,�, /g, SEL. 2 T,25, R, 1,1..1, SD-1 SITE PLAN -:uLY �.h'I. �ASµINC.FTON GO, OR, SD-2 SITE GRADING/UTILITIES ® 'DSHS pFCV- 1 rr SITE �`T�i L-1 LANDSCAPE PLAN Z--,./i .JUL:-( 9t- S-1 FOUNDATION/ROOF FRAMING PLAN SITI.' ARC-�►. L.52 �.c. l laq,-1-�I 0) 'I 0:,UIL..DIN4 AQ!`A 251 144 S-2 STRUCTURAL ELEVATIONS P!✓RGE�JT zL % A-1 FLOOR PLAN 31 L/R1IWINGS•RI 'rI, uRIIPF u'• I I t2 l.IL.�2 A-2 ELEVATIONS/SECTIONS w"nMENA SMIr 6�33n(i�•E5 M >AI""'ANDAW Nn' i!BF .1SFO OR RF PI� �•�+' � wu'"I N PF RMi S31rtN of M SA S T vJ� A-3 WALL SECTION 1""1' �• .N.M�NN[R 1�c1o1 wl�w•..1 H A NQ G.o.P SHEET LegendS©- 1 Printed HEAi-,, cvive-,N =)coR JUL 2 3 1(W, OF ® CA"rLH 3✓��N MACKENZIE ENGINEERING JOB NO II�Irnitf'�`.' .rrl1 285409. _.- .. .. �, . ----- ... +fir':�' ti> ,ta �roMa "'+► .�_ _ „...,. 1 I Ill 1 III Ill Ill Ill III Ill Ill III III 111 Ill III II1 III til til III III Ill ill III III III'III III III III III I�I tit Ill tit 111II11111 I III 11 SII 1 ill Ill tit tit til IIIf + nnx'nrr�- ''�^��+�°°••"'" '�� •, - �1 1 1 1 I I I I I I I I t I I I I I I I I I I 1 I I I 1 1 I I 1 1 I I I I IF III I I I I NOTE: IF THIS MICROFILMED 1 2 � 3 4 5 6 7 „ --b 9 l0 I I 1 DRAWING IS LESS CLEAR THAN - —� THIS NOIICEI IT IS DUE TO THE QUALITY OF TH: ORIGINAL I DRAWING. OE 62 9Z a 92 Sz 0? Ez 22 1Z Oz 61 9I LI 91 SI 41 F..I ?I II 01 6 9 L w 5 b Ii z I"L'� ' 1N11nnlnulunluuln11hullnululdnldunlnnhnllullholllalllul�INlhlulu7llnullUlblulnulu!111udnulnuhu111wliHllludu)l�NnlnuluuluulluJunluullu!Iuluwllwl�W1�l11llwJuidu dunk u1luulIul�wILwIIUllyuluuhwtUUh1 MAYJ990 "'�•' .__.-__ s -aL..--_.-..,.a..__ ..Z +I��.. t _ � - _.r-.. - yam. �.- °..._ +.. y+P Lid - a_ Q cn 11- U-1 W . ZU � ' . LIJ 0 _ Q s� ' zoo • M rl .................. .....................................................G4 ..,............................................i. ............................................. lrH .., gT M 74 ' U. Ln _ SW 72nd Avenue _ Q;.•' I E I�(3,(v8' ou7�ElVSIIIJ(�, , ' - _ - 12" E�cTS-r N4 �RJDG�UT��E A•; - --• — - - - - --- Ift VF�ZIFY ��tii5'CNG 5ANITAkf SCWER RIM 11.`1 � i � -W� � -° ± I'L �@ I. 2-% O E0' I N LAT6RA- ceP-r I g'� PA ••• 1b.• RIM 192.5 I E I � rl: •• • u VERIFY I 10,3 _ (o�l� @ 1. 590 - (�X15-IIN4-VERIFY !`J I� 18Gi.G5 , m • M ---b" @ 3.8390 ° ) _ _-- �_� — --- ---- -_.--- ------._._ Rim I`1 I.BII (oII rrr. rrrrErnr s a_ �w rrrr.rr;rTN?r N• E. If39.Z(' .""� ;�711- �- _- fZINI cz Iq L3 EM 1�1i'/.75 IqP -7C7 19Z • � \ ' / +••�� II,Mt of ✓��/ X J 9•'9 Ce +'+• &M 19�4. 9 N 1 192 y 0000 ,-= (5•N�R'rl`oE W' L 1 ` _ _ - .SSe�' � IL 191.0 _/tel 95 .000 000 0000 /�"@2•fit �. 21� j_. 0,00 0 MS.# to Fi ©or H�vation t 96.6 i :••,�•�'��' ISS G . ••..•• `� 19<a 0011 1 q a•� p� •OA • —NST t_a fm-TI CKS • !� I'I°I ` _�'_40'C_� Imo)l d ca EL cz 119 N07-E= Rt<EM r' '�. TARY S � EL �. Site Gradin tifife Plan 0 �, % L_INr-. 1• : 30'-O• a) Q) I= Nor t h '�--110I Legend �s �PE•LIIaE �� 121`�E12 ❑�� ExJs'(ICa C.-TLH drl �,L6 r1E�.l CATG.H ��ri Opp FoL-r-- -�F� F I RF_ H�fDYZf►.NT ' cLp LIhHT FOL.0 �I ��w,-� I^I'°.TEI�- rI�T�� f;�rr�•'Ya� v �. I " •i -u kAL...I.. Mr,LJrt7En uvµT ,FNnll;r - •� --9g,-- Exl�'TGt GoNTOL-IR ,/ (19D �-�✓ NE.1..1 GoNToul2 .^�I)1i1tD.NL� Itt �,, r-, ■wnSTH oil DIEL4 `';Tor•.N( -jEA,4E:7Z — SS-- ExISTc� s�µli�fZY sFa.aEp. ATl w; .=. Cx.lr. p;�riFF�TI[. LIAT IZ,NFy.I 19 MAY too$ • k NoT�; ALl- GoNNEGTIoNs To 3F Hf, Ktl-,6• w 1''I^DEr T� GxItiTINlrA STL.IF3-vuTS. ;�,1�• � �/EfzIFY l.aGr.TIoN l�.1/GiTY aF TIC�ARD SIUNS ARNMAL 11lV�IOIM 9 JAE 101111111119 L7.,►°� AIv JULY fi=t ADC)I-T ICS r\i C7� iZE,vIc*.D PW r'1 Et F^ rnc.Elit y.,rU..8r tAND Er •L (Y U.1♦MU•A!MO• rcl rE 1/�0(JA t"I-E) ARCED'M AN'µAp,yE,E E•CE►1"F,A �.f •IIrcM wl•r.F N CMN 4rr/M"(lF Y EA S*FT Prii1tel SD--'2 JUL 23 t.fBG or MACKENZIE cNGINEERINC {NC��f'URATFU lM�. ... � ,.,+1,M.i E•WMM4, d .,. . �... y, �"'+: ' r ,.+.'aml7cM/h�Yn.M.i.., ...-. - - .i:„�.". ^ _ — - -..._.___-� �_ .v •-..v...+..+1�'t:- ....--.._ - ..: t'�Lts.{�wl!►.. ...+�+. -:td��Ai4�iM�O• 7iYiiloillMrG-, ,,jj,,�._., 1� 1 I I� I1I1I I � I ( , II I ( III II i l II l IIII 111111111 loll III II•IIJill 1111111 IIIII 1 1 III I I III I I 1111 Y ..�^ NOTE: IF THIS MICROFILMED • .�..�— ( 2 3 4 5 6 7 8 9 IID I I I DRAWING IS LESS CLEAR THAN -- ---'� THIS NOTICE, ?T IS DUE TO THE QUALITY OF THE OPIGINAL DRAWING. Oc 62 9Z a 97 Se ►Z Cz ZZ IZ OZ 61 ri1 LI 91 SI ♦rl EI 21 II 01 6•'-'---•I6-•-.' 1 f-.-I9 S IIr E Z 1"•� ,gIII11111111II11111N1IHN1n1lI11H1HINI111111111111111fIlIIIIIIIINpii:Inlllntl�n+llullnul>titu�udw�luylwdnultnllunhhill111111�111t1)IllUlfttlllllllllWlII�IIIIIIUIIIIII�I�WII11191111111111W�lllI1WlU11�,U11�I11111111IA11�lIUIIIIIIIIIIIIIIWIII� '� MAY '4 , 1990 _.,,,,,.5,,... .._ _.�._,_—_..... _ ..__-__tea_ -__.•--•-........ _-_ ..-._._, r.. -- _... . ..-. .— __ __,. _ . -r _. . - _.•—.... ...w,-_. T �,.rr..... ._ _ --- _ _ _ _.. __ — _ _ '-.•. __ �,- .N r I �- GU z Qa. cc cn ° w z I WQz N Z I W �wua Y 1) X, z U/J Q _ 3 N N J � Wcr Qa� '7 (_� lIE12GU5 f3�Q12 ALIS iZ„- I'�/ -AL . t^IEL� 50ZANCla,9O !�� tl-i . gyp' STAN ^RLQ t l Acegt: E:UL3,E'UM ✓ g, )CF-p SUkSET z- 0 B. f 8 . w' STANUARz? ON OWN Zoor 5D'p,G . MAk, SW 72nd Avenue _ � 5' SIGGWAL.K El L3 + + + �y LLAh N —wry + P�I��T61 ` 1-1 i PRUIVU5 VAX, 54-1-EcTEo - - ---?-4 PIAUS M'U6/o PUMiL/o CAL . h/ELL. eCAAJeH :) H--ALDEA / j QaAL• P AA/S -- ' ' �EGdGN 1 Ar !o' i5A5E �P/1iT � U111t OSI CiOf1>,trtlCb011 � „��•• r 4 CHSIMAE<YP<i,E'/5 OBw5,1 G,eAGiuS --�� '- '' �• B . .` /' r �\ �' r L/N//f OF PLANT/NG �� r� � 7• \ + I GHAMAECYPARIs I 4 - F —', ✓ ca �f 'I-I AzACF�a VAA?, ✓•�r'GeEEN /z"-/mss” 2 G-.AL• G/1NS 4'o,c•, .yam ��' LAWN LINE - /NUdA VA NOG.AA/ 7=$' 5' S//aEWALK \ L>/P/G/IL) 20 AZALE/� VAR• E✓CAIV.6 �_ZO NAN17/NA ZJOMESr/!� GO O,ir—A B• `8. 9�o. G. -5TA&aOx�EO JeOW / 7 /Z"-/5" Z !e/IL. CANS t' O,G• l2"-/�S" Z 6AL. GANb 4'O,G, 7 WN ` f 1 IvANDIA/A Pom"nc.- $ j5E;rU1.A S 6V07'/NIA c5LASe-A G-M/,Z!,,I /L�'-/�S" L• ?" GAG , B•�� • 3 GAI-, CANS ro'O.G. A/.'b O. G. �y�� t l tHL!(JA YAR. r�vcarTK 8' S.fGi 2 COA:NUL STOLON/FEArA EtstY/ DwAe� +� Finish Floor Elevation 196.5` % Vi NCA M/NAR VAX. BOWIES _� .d /~/ cd i s 1 r-- 1111111tilill,0 00 01111 cd LA ill Landscape Plan Vol/NGA M/A/UP VN/F-'. 13OWcE A 1, P. P. Ae" O , c , % Vi + )CNOpoOEA/.V,C6'A1 Yoe. SEG r4o 1, = 30)-0• wt /5�•-/8" 3 COAL . DANS o,e [3, 5�a. � North JJ Z PI/IUs _3 IVNr9t/N1A e LAr3XA ' /-Z2! LC-4^16G 3 a-A . GS O S GD/eNUS ,STOLON/�'EA'A fCEL..S6Y/ �WA,e / z 4:9-AL. GA/P do 6 � Nord__ , F,2/!=Y /zE ANp LOCAs/ON OF NgW LAWN AIVV • � � P NT/N<. AREAS Gk/ DARY`C & MAY A,-L- Z40,L00-4FJVD,CON3 AMC AZALZ" SYAI -L. 691 /Ce.L. OREGON BU!'O�D ' 1 V ASOUNG UP ALL. N6W P4ANf1A,16� AXZ S 4 -OC VAEA/i�,1A�L' S Eca Azv/A�Ea � L DATE G65/GN ANp /NSTALL�1 T/O/V OF /ir:,C/4AT/dN ..SYSr6M CONrZAC7% 10 11Ar 4,060!S Y LA/uDSG,�I/o� DRAWN BY CJ f� -17M CHE(.:KFC BY C M R�vISIpNS �!!�{AL MY'AI011� JULY, 1987& N T T+41-v SHEE-'r fZEv:y� r�ERMi? 22;r U LY,I'I B<.Wcsial all '1*94 CMAMP$06 AIK It* PW)PVPPi•Of MK.ENIIE]Ag1),1 8O AfII 01 Y !A,AW)AP*Nl)r r0 OI uIID DUCTP IN ANY YANP4A tXCI►1 Mt.THE 8 T MirM VIIN r r P N 1•!P1MIfy(1N CK YY SHEET Priri�.,:I�i L- 1 JUL 4 s 1986 Of MACKENZIL biGI vEERING INCORPORATED �oeNo. lN�N. . P .. ,.1 -- };w- .._.._._ ! ,. ..,,,�.,... .. ---"-:.., .- Irl` •�.._. ,,....r._ � _..,�,.rrdr- .....:-...�,y ... '=.. ,ntJk. a.:'X11,1A,lI�IP,F911:, ,14:..,wr�..+w.r�...._. .._ .. _ .. . .�._.....wYMi'�II'i✓:•�!!" ^•T^'.nK _ RP ! 1 ► 111,11 1111111 IIIIIII 1111111 IIIIIII 1111111 IIIIIII IIIIIII IIIIII1IIIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 1:.1111 !111111 1111111 1110111111 IIIIIII lIIIIII 111111111111111+ ._ - , - ..... . � � I 1 I � I1� II NOTE: IF THIS MICROFILMFD ---- 1 2 3 4 5 6 7 A 9 G II I DRAM'Nll IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING. ------- --------- OC 62 9? 41.2 9I2 SZ 12 EZ 22 IZ OZ 61 91 LI 91 SI 11 EI 21 11 01 6 9 L 9 S b E Z I"•A dIlIII1111111I11111111 iI111111111IINIlI11d111111111I111111111I1111IH11�NII1111IIIIIHINIII III1111I1uIliIIIIIIIlII1JI1WIIlUI1111I1111IIIIlI�k1�111t�1111J1uI Im1f 1u11uu�uldualuullwluulw�IlwluuluuL�IdwlhwluulwllwlllwlwlLwlwllitul�luhwluuhl� MAY 16 21990 i r 5 .6 7 < 8 9 1 1 13 -- •41' -4" 7{i -,:711 O CLQ ! ' cn Keynotes A -- •� _,..,. - II MQ Q 1 . FRAME WALL w II I II 40 II � � 2. 10°x12° OVERHEAD DOOR WITH 3°x7° MAN DOOR LL1 Q - • I 7 9 AZ -} �/ 3. LINE OF BRICK ABOVE N ! 4 w01 z U QU7 � 063 �1 II Q CA cd I I Ma I I ('1AM. I k� A i ' II (D L4L) CC]n 0 r4 0 o u O ' C N ii • • — -- �' -� � l9 J � a COD O � r� m Em's _ mss ` _ - K _ 71 �� V LK to Z L AZ m A2 co 1 S First Floor Plan North 2 v 4' 5 l_,11 _.. _.-_._ .. {III -_-LVL• C MIN MA cz 3 PIZ i (L II 3 0; _O i' MA n LL I I - li I I I II II I II II O �f II 1 11 ' 0 'I II I I i i I - k2301 d l II • Q 5, - G` y NNIS R I I t TI'SVD,0 UN OF V I I (U,q II 16 MAY 1996 r II II 1 ill.,Yti•.1:. �� p p II iiI REVI�,II lr�!, . 1 , I GENERAL REVIIMN8 -- ___ ___-- __ - __=_= -� • JUNE 1"S I 10, J L.I LY, 1`1 it,to AZ A5 N�LaEp >=v R Al A2 ,IP --� 8 i 22,- -JULY, 1-j8ro S Al Al 5 Future Second Floor Plan 5> ..I SF ,igAWIN65 A10 •Nk PPk)PFF71•ISE 1/169 - 11-01' M„.kNJ1E SAiII!L ASSUCIAtE3 P� 11M 5Ai AND Ao*Nl`• ;1 M uKD Jq REPRO .1U�.kl'IN AN,MANNLq LKCIPT WITN'IN IT $ North M1�M Wg1I IF N PF gM�SSIrIN OF M SA SHEET Printed A- 1 JUL 23 19N OF 3 I MACKENZIE ENGINEERING J03 NO rr rynl•.- 285469. ._...rr ;dc.�.,.».,.,,,,. 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IT IS OUE TO IHE QUALITY OF THE ORIGINAL DRAWING, of 6,7 92 a 9z se ►z e11z zIIz Iz oz 61 91 'Ll 91 &1 bI CI Z11 11 of '6 •L 1t- -,-- '9 '..-.Is-...' rI EI z 1„•� ' FnllNnhullunlHnluuhuflnuhull1mI1111IU1111111I11NI111uliillllu►IIII�IINIIIIIIIIIII#U,IuI11I1111IIIJIlUlI11lII11UIIIIIIIIIIINIH111t11Ul�IllHI1►IIIIIIIIIIUHII�IIIIIIIIIIIIII�I�UU�IW11111oN11W�1:�111ULll!l�lllu�uhWWlIUI1W11)UIlIlI11IlUI�IWII ”" MAY 16 , 1990 _.__'�..-__•+W-•�.�-___` mow..,,._.... - � �,-. ,v .`. . , 3 p g - - i 5 � 1 I�_ I I 2 f�2 A3 AZ Q , -- i� 55 . � Q 1, C_ _ _. ?) Keynotes U' LU — --- STOREFRONT 1 I ' ' U' W1 w N IN 2. OP "'K VENEER � ' z ao, -- — — -- -- -- - 3. N 0 U 1 I a v z Sr E" DIAMETER WITH SCUPPER Z i Ll O 4. 10°x10° DRIVE-IN OVERHEAD DOOR WITH I�O s L,� `�(� � Quo I -1-0 I 7 OJ C1) m Z 3°x7° HOLLOW METAL DOOR UQ = Nz 5 . FRAME WALL . FINISH TO MATCH CONCRETE CCQ a $'O 9 West Elevation 6. DOOR BEYOND G a �a 1/16" - 1'-0" � /� 7. SOLDIER COURSE K <U>F CD> C B A A , `I-I� `�(`� 8. DOOR ARMOR 9. FLASHING & 10. TILT-UP CONCRETE PANEL kF RF �•+ A C ` ' 11 . FINISH GRADE r` d U. Z 5 cl Z 7 12. LINE OF FUTURE FLOOR . -- --- _ O Ti FL _ - > 6 F. -- 2 a o m 12 - - -_4411 � �3 n FIN FL_R _ - 1 -- --— - — F'It`I fr-2 - — - - ctl co I 2 I II II IO c ~ a > Ess North Elevation South Elevation L_ 04 1/16" = 1'-0" 1/160 = 1'—O" c^ts 3 VJ cn O 4 5 3 S L.oQ'E p I , AZ l0 5 9 2- 4 RF 2 -- - -- 3 A2 00 RF 18 25 z_� zro i MA r�A r1h n A ryy 9 8 �J MA �A hA / 14 8 43 3 2J I I a) East Elevation - ' o 1 /16o = 1'-0" ++ as I I N • 19 I l�jl RF ► l R. i2 - - ► ' NNIS R I � - r RTLOt, ORE ON to OF C DATE 16 MAY 1986 17 DRAWN BY I Building Section z. z Building Section p`2 GENERAL REVISIONS JUNE 1986 Z lo,JUL; ' I"18co NpT THISa�, A .s i-Sv4�'U Ep FOIL R.��I�sED Pt�r�IT IH"' ,nl WINDS ANF •Hf VgOVE P'• MACKLWZIE SAITO S ASSOCIATES Pc ``M• SAI AND ARf NOT TO BE USED OR gEPRO DOCf O iN AN•MANNER EXCEPT WITH'Hf 5T 'S Pglnq WRI T'F N rFRM13SION OF M SA SHEET Printed A .7*2 JUL 2 3 1q86 OF MACKENZIE L14GIIIEERING JOB NO INCORPORATED 285469. 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I I I I I I I I I I I I III I I I I I I I I f - •''^• NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 l0 II I DRAWING IS LESS CLEAR T}IAN THIS NOTICE, IT IS DUE TO nt QUALITY OF TFE ORIGINAL DRAWING. ----+ Of 6Z 02 LZ 92 SZ fZ EZ' ZZ IZ OZ 61 01 LI 91 SI 10 e1 ZI II 01 6 I9 11 � 9'' IS.- .'.---II IE Z 19..1'1 �i ,n1INuINnlunhullnnilll�InuID11Im1h111I111111111I1U1I1111I111111U1I1111�IHIIUIIIIIIIIJULIIIIIIIIIUJuWIUIlII111IIIIlIUIIIIHII11111llLIIINIFI11IlIIlIIIIIIIII�IIIlII111Illllwl�illllllll�W18W�W91W111lIIIIu�I111111llUllllUlllillltl11lI1111IlIIlII111IIWIl1� MAY 10 x1990 V 1 �2� 3 1\T/1A\ 5 7 8 9 1 1 13, 1 `T-1'-4" 7�-OII 49 _y lI — _ 79' Y1 g Ci,t v ti _ �/Z, — -----__---- ---rte'2" --- --------— -- u z n ,�o � � � -F/r3K��r- i/DRIC.Ic- MA M H I A2 F=/[3w c rc F/C'lr r~ n /P I QIT -1�> - -I H r �O I I Keynotes U' cc LA 1. FOOTING FOR FUTURE COLUMN W c7 F W F--- z u I 2. 2x8 DF#2 SUBPURLINS AT LOW ROOF BET'WFEN GRIDS 4in T 70 -- Q ? °' 1n II wila OB AL J o .J :� FL o 10 3. BUILT-UP ROOF OVER 5/8 CD PLYWOOD WITH EXTERIOR (� z p I t 7 Rr p 1.1p r� n �. Y morn t- Ii v `� I`�J - GLUE 32/16. ROOF NAILING: 10d�T6"' ON CENTER U W zv � _ I ) r T r-_ `J T T Qct) F aN U1 I fn N f, -L'f `j Ic, AT BUILDING PERIMETER, AT 6" ON CENTER AT PANEL �( a,¢C I FnGL_ 5%8 15 yf! 2 W ac�4 MA SIMM I`iiti SIM I EDGES, AND AT 12" ONCENTER AT INTERIOR SUPPORT.�,1p p_ uQ j �9 J/ - IFF � / \\ aaf r4. 2x4 DOUGLAS FIR #1SUBPURLINS AT 2'-0" ON CENTER iir � .-r _� - _T- i I ' D �� 1 �U � l0 Ij �' 1f L IS WITH SIMPSON F24N AT EACH END � 1 _ 0 1 �IF 0 ,/�\ O {�} o p U 0 z O 5. 4x16 DOUGLAS FIR #1 AT 8 0 ON CENTER WITH O II O In F II IZ �, EQ g r -- — SIMPSON HB416 AT EACH CND LE SIH IC(p�' --- -_� - U'U` �- Q O �fFd� 2 6. TUBE STEEL 5x5x3/8" COLUMN In N ¢ CUL. I 15 ��_ \N 1y , _ r � ttra ; f� J N I� v �.I' 7. TUBE STEEL 8x8x3/8" E v� N 8. TUBE STEEL 5" DIAMETER x 1/4" TYPICAL AT (1) STORY a C �I J RF I I _ �5ya19'/Z at,0—CaL 5 .15 ��} J �� J �v'� �_ - 1 i AREA m 0 4 J - II O O O OIC,=I-, �' y / I - 14 GL 51/ x10 4 w1(o 7`i _ 0 _ R� -- _ ►' LJ LT r L r -�� _ II � � III � Ilitt-1 1 �.I a n N II? �( pl-2 � 0 a L 1 O L O 0 I i I--- N 0 II I 11_ I I IIIiI . L — -- 1 N ' /-- Z �I � x• nci n �� j ,� 0 F' - -J CJ-TY� �% 3 `"'—— " —�- of \ � - -- - i (! -; - I Q L � � N ZILca kF 51 a-ii `� " 1655 �1� Oj u PF �1 RF 0' I i J \r d / 0 c ~ m - �. kF p1 n TP 6' _ a-11J. 3 0 v), / I i 1/y,/ I . . . . I I > Eva TT1p Cp r T r- F--, 1-1 I - r Q K i ,— - `� �,i O A, O v` ® (A ® tet a -</ � 3 T/6_i I I (V T/r�M T/E.M_ z/bM T/5t_1 Z T 6M RF TSP, T/�� MA CO �Z {.—� MH 5-8 IT6 15��'- -5 A2 15'-II �/-I' IJ'-loll�� 4 o T•>v, General Notes 1 . TOP OF BEAM AT LOWER WALL IS(`I/a'-8'! AT AFoundation/Roof Framing Plan UPPER WALL IS 32'-0" UNLESS NOTE _ 1/16" = 1#-O' OTHERWISE North C co 1� 3 5 `fib-8�2 FOOTING SCHEDULE 1I ©MAR LENGTH! �T/ID'fH DEP!TN REINFORCMO (�) REPWO11cm (W) REMARK8 __� cz __ �� U- #�} -Ca° lr, I�. 0 0 In C - B D ql-c�'1. 1 91-011 I-Cv! 10)1 el x'81-E!J° E.hI. rQ E 4I_o'I 41-o'I 11-oj1 C4� -44 3'-Co'I E.•l..l. co 62 C) -o'' CS�*tS x S-Co'' E.LJ. c 'J I� it II II I'1 �� -`1 Cho) o " 2- C I'.>> x S -Co 0 �4- TTP K ciJN� 1 _211 �II C2� r GONT ICAI_ AT 50-01 STnf2£�R/. 1- cGNDI-ft�►J _ '9!i'�,5, SEE DET/ I L_ 15 /G 1123r, -7C-:- TENNI:, I 7 W)Rh ND, OREGON 13 I(o v! RF RF 7� 41 IV [)ATF V I 16 MAY 1986 � L 17 cal I FTHAwN H f WG✓P�� x dl ,g fidC I HF,_H! ��f 'v A �l REW;1 NS o Q GENERAL REVISIONS �I� -- - - —-------- __ __._.— j 9 JUNE 1986 L� I � _ 2 10 J u�Y 1 t)v~l! r AZ 1 VE A i F�j�77''�S•o. Roof Framing Plan W)IL 1/16° — 1'—�° NESE ORAWINQS ARf IME PFOPEP'v JF MACAEN2IE gA110 6 ASSOCIATES AIEg PE 1M T DU AN ARE`N Mo IC BF Et 1gEU OR l"I': I ST North OUCEO IN.It MANNER ONOF WITH'NE ff PRIOR WRI'�f N Pf RMigglbN OF M gA IS i - Printed S- 1 JUL 2 9 19t3� OF [ - MACKENZIE LNGINEERING INCORPORATED JOB NO 286469. ..cert.--+.eVANw..x.,nVrw,..)In,Kiy .......w....,..r......,....,-,... ._.»..«.,.. r 'r .. •... .... ,rA1�11 _L_ y _ � erg..�Nw++�. ,►-- - �... . T`"'--._. !1IIIIIIIIII�If Ilf'flf IIfIIII IIIIIII IIIIIII fllllll IIIIIII llljll! IIIIIII IIIIIII 1111111 a V III IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII �IIIII� IIIIIII IIIIIII IIIIIII �Illfll I flfll, i- ' � I � ( � I I I I t I I I I I 1 I I I � I I I ' I ..... • NOTE: IF THIS MICROFILMED ? `3 4 5 6 7 P 9 (O 11 DRAWING IS LESS CLEAR THAN THIS NOT ICF., IT IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6Z 9Z LZ 9? SZ ►Z EZ ZIIZ IZ OZ 61 91 LI 91 SI bl EI ZI 11 01 8 9 L 9 S ► E Z ISA FEIIIIIIIIIIIIi111111111I111111IHI1I1111IIN111111111IU11I1111I1111I11I1�NII1uNN1I�IP;IINIIIIIIII,UIUIIIIIIIIIII9IIUIIIIUIIIIIIIIIlII111I1Ni+11Nl�lll!In11h1ulnublululdlulluubullwduuluul,uulwJul�uuhwluuliwllwlw�luubwlwlluul�wllwluubl " MAY 16 , 1990 Keynotes 1 , C10x15. 3 SOFFIT CHANNEL 2. C15x33.9 WALL. CHANNEL. f2 3. BRICK VENEER OVER 7 1/4" CONCRETE TILT- UP SHEAR WALL WITH #4 AT 10" ON CENTER �� IL EACH WAY ' , 4 . BRICK OVER FRAME WALL _ 5 . FRAME WALL a- 1� a Z 15 o. 7 1/4" CONCRETE TILT-LIP _, _ I SHEAR WALL WITH Cf) i SII - - -- -- - - -- - - --- - _ #4 AT 10" ON CENTER ._. - _ • -- - - _-. __-�. 7 5 CON W 1/2" CRETE SPANDREL_ PANEL WITH #4 �I - --- -- -_ - - - - _ �� I• �r -- - -- Q7 � II II AT 1 ' -0" ON CENTER EACH WAY P, N - - -- - -- i I ,gym_ -- - - �_ - --- - U _ - -- _ — _ — _ -- - - -- - - - _..� - I B. ( 2) #5 AT PANEL EDGE Z � II 0. c7 a 9. (3) #5 EACH FACE WITHIN -0" OF PANEL Y EDGE U �4N I N,_1 N Structural Elevation West 10. ( 2) #5 AT PANEL OPENINGS EXTEND 2 ' -0" C)6 (r 1f-0" MINIMUM BEYOND EDGES OF OPENING TYPICAL \ 1 . 5 1/2" CONCRETE TILT-UP PANEL. WITH #4 K G F / c �g �, l A H� K> AT 1211 ON CENTER EACH WAY AND (2) #5 AT 69 3 PANEL EDGES 12. COLUMN BEHIND WAIL _ I ` C 5 (o I 9 Ma 3 Z IZ 13. BRICK OVER 5 1/2" CONCRETE TILT-UP PANEL I 14 . (4) #5 AT BOTTOM EDGE OF SPANDREL PANEI E rn 15. c _ ( 3) #5 EACH FACE WITHIN 1" OF PANEL_ EDGES 0 I Iq III — - �I III 7500 5 00 i FACE AT PANEL EDGES WITHIN 2 a C Tf -- _- - -- — 16. (5) #5 EACH > � y a0 I' - I" of I'�f=L F-i>"G5 TYPICJaL aT a 0 -_ _— p. I j`{P 12 III 32'-U' HIGH sHHt<AFZ I IAL_L PANE Q 17. BRICK VENEER OVER 5 1/2" CONCRETE TILT- 0 - - cri co v - -- -.--- _ -- ,- UP SHEAR WALL WITH #4 AT 10" ON CENTER 3 2 I EACH WAY AND (2) #5 AT PANEL EDGES O C /� Q Structural Elevation North Structurril Elevation SouthGeneral Notes 1/16" = V-u" 1/16 -0 c co 4 5 1 . ALL REINFORCING STEEL TO BE GRADE 60 s t,of�E D I I - UNLESS BAR IS TO BE WELDED. IN SUCH AZ CASES GRADE 40 BAR IS TO BE USED. 12 15 ( '� ►� 2. TYPICAL STEEL REINFORCING NOT SHOWN A. #4 AT 1211 4N CENTER EACH WAY AT Q - --_ — III j I 13 CENTER OF PANEL FOR PANELS AT GRIDLINE J B. (2) #5 AT ALL PANEL EDGES AT GRIDLINE L 1 Ln C. ( 2) n5 AROUND ALL OPENINGS UNLESS 4 C I � I e_ O,THERWISENOTED. EXTEND REINFORCING .�..� 3 �7 g II lO 2 ' -0" MINIMUM BEYOND EDGE OF OPENING co 14- 3. PANEL THICKNESS TO BE 5 1/2" TYPICAL AND Structural Elevation East C 7 1/4" AT 4' -0" WIDE SHEAR WALLS UNLESS W OTHERWISE NOTED f` 1/16" V-0" 4. 3/4" CHAMFERED EDGE AT EXTERIOR EDGES AND TOOLED EDGE AT INTERIOR EDGE TYPICAL L 5. MAINTAIN REINFORCING 1" CLEAR AT ♦"' INTERIOR FACE OF PANEL AND 1-1/2" CLEAR AT EXTERIOR FACE 6. REFER TO SPECIFIC DETAILS FOR REINFORCING WHERE INDICATED BY FLAGS `tai ►` �Ir, �. � PINNI) rn UZON IONS PORiL14NU C A FE 16 MAY 1986 , �un�tiv I� USFf� _HECKED BY w5,$ 1 OF VISIONS A GENERAL REVISIONS 9 JUNE 1986 IU JJI_Y 1Y_ro DSQ Q ,�� i��UEp FofZ el�lst:.p �ERr�IiT 2L JULY, 191 �°a8 INF Si DRAWINGS Akl 'HE PMDPt II' -IF MACKENZI SAI TC!ASSnpAtEg P L 11M SAI ANO A F NO} In St USED 04 REPPO DUCE In ANY MANNI11 1 KCEPT*LIN'NE PkI0RWRIItFNPFRM '..'NO$M SA s ST . FIF-11 SHEET printed S-2 JUL E s Mr, (_)F MACKLNLIL b1j6INLERING INCORPORA1ED •1()B NO 285489. IIIEIF�III IIIIIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIJill II111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�1�1IIIIIIIIIIIIIIIIIIIIII)1111 �I NDTE: IF THIS MICROFILMED 1 2 3 4 5 8 7 8 9 10 DRAWING IS LESS CLEAN THAN Y I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ' I DRAWING, 0c 62 92 12 9Z S2 ►Z E:2 22 12 OG 61 81 LI 91 AI 1�I EI ZII 11 01.1- 6 19--.-1----11•--.1.- 9 -ISI1 FNIIunIHnIRDInuLI111uNIIR►Iu111nuhu1hlulunhnlbin11ud1uillnlhlaluullul{,u►IUu�uIJlul�tuI11UI1111IIIIlIIIIlIt�1111�ItL+I1N1111tII1111I11u►III�IIIIIIIIIIiIIlWI1�lUlIlW�W11u1lwa�lluwuwluWl�llwllU�UIIIWI�llUI!uduu{Lwll ` MAY 16 , 1990 " y F --- A r Ob CL t crix UJ LUQ Z2 _ . ZC) � U)z LU a Cn �o�9 U �0 cx c r r� o SW 72nd Avenue LL -- r�aw� Pot.E•= ¢ ___._—. ;JEL�J SI G'!✓y J�V� _ _ _ _ _ � - - - - - _�=; UY -ro P� r2F-t_C--TEs ARS 4 Zt9.dL ��r I�d,br, 5N•ISprING GuRTO 6E f2EMONFI;D DELTA 35° 40 O Z7 El --- -- -— J7 LJ 21. Gtr�_T Ig •I Z ALM NH _ -- — —� U) 111 _ .� - a Q4 z _o N - --- - Y� x-—# - - _o I /: Limit of Consftw ion A � O Proposed Building O 4<6 � Finish Floor Elevation 196.5' ► all / ► d 00 doo o ` I 2 /D V� ✓G�� c Rai 7� G' f-s Q aG�� so cc % Site Plan 1" = 30,_0„ 1 \ • North ,q /-— Project Site APPROVED FOR CONSTRUCTION CITY OF TIGARD PERMIT NO. SITE ADDRESS_ DATE T•ITLc.. -- _--- — N23n1 !� D '915 R. 1';y�:, C•-. � K f P TLttiND, l)f:E� APPROVED BY: PJ URI�D CTOR DATE. _412146 14 MAY 4984 FtAMMNG DIRECTOR DRAWN BY ' \ klrii lip 1 CHECKED BY bdes,p , REVISIONS Vicinity Map Sheet Index n.t.s. L.FG,a•L, t�ESG.IZiPr',oN 5. , 1/4. SEG-, 2 T,2 S,. R, I.1J. SD-1 SITE PLAN w,M, .,A4sµlti.�,ToN Gn. 02. SD-2 SITE GRADING/UTIL[TIES L-1 LANDSCAPE PLAN ^� A� !loq ' 8I Tf✓ AREA. r 1'1��) S-1 FOUNDATION/ROOF FRAMING PLAN L 52 BUIL.pIN4 ,ZfAA. zt"f25I S-2 STRUCTURAL ELEVATIONS cant✓ "&4e 21% A-1 FLOOR PLAN ' 1 , �~`�~N� • Prl nted wst d1AMtN0S AR( 44 '00MR11(W ee� A-2 ELEVATIONS/SECTIONS MACKENZt1(EaAno.•seoaATWS►c �w fi I'-IL.I_4. L ODAIK.YOIri AMV MAI NHEto`E"JCEf, REMO _�Ar�aiC.n.P A-3 WAL.l SECTION MAY 17 tggG POKWO""nFMA(RMlLM0NrJFL V oo e:i,PaCF--S MACKENZIE ENGINEERING SHEET INCORPORATED • Legend SD- 1 A Io,9 „ iQ" �/EtZ-I-+EnD DIZI� IN �K7R, ' AS FILED FOR ' BULDING-YERNT 5ftw I 6JJ �:.�... �'�� ,q�RTanxw.». ... -•...-....rn...�r..,,.�a�en•: .1',�i:. .:::�.._ .. _,... ,.. ,;. .. .�IrW.uny�,..,......,.,,Attu.,4^,�IfYi1�.'M��k,•:-.,.l,a.rw ..v, .. _ - - _ .. , .._. .,. �.ad '. ., .. ._�..,,bMf,.. • + "111 IIIA I II III III III III III III III 111 III III III III III III III +1+ tIl tII +!� Ilt II+ �I� III II+ tl+ +I+ +I+ +II +I+ +I� 111 +I+ t iltlt _+ t�+ II+ +I+ +I+ II+ +I+ II+ II+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 11 I I I 1 I I I'I I I I I I I t I NOTE: I F THIS MICROFILMED ►.�.....�._-� 2 3 4 5 8 7 9 $ io II 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T 15 DUE TO 11# QUTA I rY OF THE ORIGINAL DRAWING. - --- - - ---- —- OE 6Z 92 tZ 92 S2 ►2 EZ 22 13 0? 61 8 I-1 -• tI 91 �>il ta1 EI z II 01 b 9 t 9 S r f Z 1•'•i ,gIII+IIIIIIIIUIIIUNINHh+uIIwINI1t11IIIIIIIIIIIHi1111I111111,IIIIIIIIIUUi111I11MIIIIIIII+II��IIIIIIIIIIIII!tluulllbll111i1111IIIIlIIu�ItttllllLllllll1111IIlilI11UIUIlIII11II111IlUIluldWllt111�U IlIWI,ItWItWlWlll " MA's 16 1990 4 rr 'Am G>' -� . •�� ... ,. .� -.•.t I c 'ca'. , oo OilI e' �i ..�.. ♦rte ••/1�.�. ............................................... ••• ....••..•••/..•.•///.......///.///l•/y.•//•� ...........///• //./......///.///////////Y........................../../y////////'511-1 '///Y//////////////v..............//////1/.//.////////////.............•...Y -7 In _ _ 3W 72nd Avenue I E 1ft.641 ou "nN� (ZJM 191.x1 - •�;.• � � � (�.�SrING SaNITW2Y 5`uEtt idfl�Q' I N LATSRA- STN $'-c'- E IPA,4 �+M ' NEWFY> 121MI D �e+114Z,5 "� a I.`pro —N(DVYTigc) VERIFY) �I i yZM IQi.•7s_ -; �L'G.y�• —0' @ 3,63 16 8 @ .�2. /o HIP v RIM 191.8` oe� I'iZ -- -- --- -- --- 1 IQDTI� Imo. - - - 1 E 1819,(e5 � 1 /— G� �� --j'Z1M R�••M D _– �./ �\ !_. I I 1 `$ 113 r i i Ills 1'12 laic, z �— - ° _ MIS _ Vim 194.5 a — Ino I� Ic12. s Finish Floor g16vRtion 196.6° 19g -- IdI Isle dr 1----__ M I'9Ig066 ♦ --- tE 11 �! M 1 ,c,.l ♦\ ~ 119 .Ske Grad 1g & flea P`8f11 ♦ 1• - 30'70' �► L.P North — i Legend 0,1M"w NvL C,� c_kT�o C�TC t C om+►-1 ♦F F1R-!= H•fD:2ANT off, FII GNM I.Jr►TG-�. f'1tT�tZ (barirr�> �\ />' L k-L..L. MOu4MD t•- IT N2301 —9�J^ P�cl�'rGq -oNTOI.IR 'NNIS W UDS r �..� IJ61�1 Gr�•1'fOW� R1 REGO .� �.S-• E:>, 'Iv t,'6441T.-RY DATIE •�• D6•�•� faDl�f�sT1C. �+`T�R,NEhI DRAWN By �4�s NoTtr: A.I-. CONNEGTIa1,5 TO W= CME"�KEDBY ,a, M�6• To buiewTIN611 S rwo6-oI.IT-v. �/ER1FY LouTloN W CITY dF -m-aAR ) RE VISIONS r f a 1 1 y � . Printed a. T MAY 1.70 M MACKENZIF FNC,1NFVpj (1�igGT INC rCRPUilA 1 r. ��, ' SDO-I 1 , ASFtM .M`miFj I.' ...:.,i:pi4> r :.. _,_ ...-:.-..-.. 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OU 0 Q11 cl) g G7 W I1J~ Qrn Nc) 'z 0 LIJ w Z♦ QQ z �gN �� Q �i ( IJEleGUS ,B AL/S ��Z. - I�'4� LAL, We LL • 5P-ANCHiO L STANDARD -� l l ht G F.ft-- ICCAII ✓A2. leE� 60AL567' Z" CAI— B3. AL.E3. �AS. Gi' -6rAN.VAeG ON OWN 2001' 50',0.G. MAX. LL SW 72nd Avenue \ 5' SIDEWALK F N. — + LAWN + i 1 exl-.,T�,_ ��y P 1 (o P IJNUS VAX, 5CLBCTi£O �----�-+ YINIJS AyiI PUM1L,0 �Z2- 4 W A v SAL. GAN-S. .t000N T(J4P /Y f 3'" CAI_. �a L.L 8 RA N CNL,L7 HEAt7d '"" -, .-- � •7.� } 1 AT !o' L3A5E e.;vCAiT {` 4 A GY A O v G2AG/L/5 n Umft Of Consumoon t 'E + 1 I CNAMAECYfi4C/S t / f - b 3 3 O�ru5A 6KAGiu5 LAWN - � } y Z 9 Z i 7"8• a 'f® , .'' 41 AZAL6.4 VAC. + /Z"-)s" 2 4'O•G, + �' �✓ I 1-AWN LING /w� n 5' S/LLWALIC ` LT�P/CAL 20 IIZAL.CA VAMC ',�'ZO lI44NvINA C,O / MVAP--A,,,+ z �NUdA VAP-- NOG"AA/ 7=8' CAMS. 4' O•G• /2"-/3" Z !oA'L. G/tNS 4-10,C_ B• j�B. r/' O. G, SYA(� R�tJ SOW ►V M )r AIIA POM6,L77GA 7 toN07/NIA GLAI50A 4 ©. G. 2' GAL. . 3..,,,-"Z` 3 GA`. C/�NS !o'O, d. �+ ! -rjgO JA VAR, rrt�vrT 7'-8' S. (Ci 4 VWAF-,- + Finish Floor Elevation 196.6' �.�► + �AGHY_SAnlpt' 76,eM/NAL/S J�` pfd C goo C, CIO a� so a cri YIA,GA� M Noe ,VAC- SOW4--_ � . c` � Landscape Plan z + % C .V " P. �. /a" 0 , C, 3 R7H000LIEA/O,COA/ V4V-, �,ce TArr� 1 All 30'-0' co GA4. , CAI/.5 Lfl#: B-$�,g. 0 North "J 2 �NLJS YWUAJaE9,:;�/ 7'8' ,f u. 3 PYOf/N/A GJ-A XA /!=r"-I " GOt2NU5 SrOL•ONIFr, AA�--el Vii✓Ae Noris: • ,� ,�. PzA1�'E�;e1N/FY =-ILE AN47 LOCAT/ON OF NEIgr' LA14'i;a' �ri!!0 �R� � �r G A.CeAS AV -51r.6 ALL .eNOGOI.'�.NI7��YS AN17 AzALZAs .SN/IL=- -aSE WELL. OUZON W B✓DG6L7 i,l ASOUNO VP AL[_ NeW ,OGANT/N- O&A/NAbi AS REa7U/,eED . +i DATE l�Es/bN ANL7 /NS>A�L�f T/bA/ [7F //�/GAT/ON 3YSTCM /• MAY Asa B Y L/�NDSGA/o� GONT,eAGTO/� , DRAWN BY n c.)A -17M CHECKED BY DM REVISIONS c t, • Printed Im SAiT8 Alf SME Attg PC Or KENri(8M 10•AlOpCUfE!"G N MAY 1 AIW yOr «W EOlit W�M�{N/FMI,!"011M MN's MACKEN7IE ENGINEERING INCORPOPATEG SHEET L— i r* AS FILED FOR ' BUILDING, EEMAT Sam I O � " 1• _ _,: «.__ a�«,,,,. ;�isw,,uwa+uuG9+NniN-� .,5�...ua+z��„r ;y,1111M+c:c ... ..u... n+ia,rr.,C,rril�Iv I I. 1 1111)1 1)1 )1 11 1 111 1111111 1)11111 11 1 111 1111111 1�111�i t�1 111 IIII;II 111 111 1111111 1111111 ItI111 11 1 111 1111111 (11II1111111111 1111111 1111111 IIIIII IIIIIII 11 1 111 111 111 .aiil� s a w I I I I I I 1 I I ,III I I NOTE; IF THIS MICROFILMED I .,� 2 3 4 5 6 7 6 9 10 11 _I DRAWING IS LESS CLEAR THAN ` THIS NOTICE, IT IS DUE TO IW QUALITY OF THE ORIGINAL DRAWING. — -+) OF 62 92 L2 97 SZ 02 E2 Z112 I. IZ 07 81 81 LI 91 511 bIl GI 21 11 011 6 -1-.--19.-.1 1L I9 S1.-.-1 -I► IE Z 1�•�r/ ►IIIIINInuIuNlnulunhulllR1I1R1I111111111I1111I1111I1U1I1111I111II11WIUIplNIIIIJ,��)'�If111IIfIlIIIJIlU1IIlUIll11IIIIlIIIIIIINMtlltwl111i1N111111I1111I11WI11�1111II111II1111111�1U1I1111111IlIlYIIWWWIIIIWIllIUl1111111I111111UI111111111IlIIlI1111II111II1UI11� MAY _ 16 , 1990 ' F ...I 1 > 3 4 �> 7> 8 4 q p' 4cR -4" 74' --T L-4 -G� �� -- -- - Y -- - -- - --- -- - -_. - - - -- - - - - - - - ---- I i .t j;/tog MA MA � {� Keynotes MA I' 9w 3 1 . FRAME WALL 2. '11)0x120 OVERHEAD DOOR WITH 3°x7° MAN DOOR w < N - ?T �\ a Ln U\ I _ _ _ +__ _ �- --1 B\ ' ( AZ - - - \CEJ 3. LINE OF BR ICK ABOVE �� a Q Ll 7 1 v w O Z `� rA n Y m o r 'C 0 I I MAI i r'1�t y l^�, I I In � li II �, -- --t-- — —� ` ¢ a� LL W �►- ---- -- --- I I o 00 � C _ (1 a °o, >,3 G 1 -- - — --- - o - --- �� c N C > II II K - - - - J 2 it ti Ic � COco �4 MA A� �. First Floor Plan ' 1/16" = 1'-0" North \3\ 4 �� e4 cz MA MA pz- — , O IILL MA Ind I +1 • I �� II • I 1 � I II II � I lil II 1 r I I I li� �/ - ---- I I 0, f II • ' ^ ENNiS RVOODS I nr 1 R1lA �rtEb'ON�� I II+ 18 MAY 1008 iRAVVN'+ v l „F. H• I+JS � I II ' I . I � AI Future Second Floor Plan • � �_ 11/101v =a 1� Prr r�ted ::5-PTS T North MAY p 1966 „h„ MACKENZIE ENCINP., 001 ' __ INCr�iI•Ur��,��a A- 1 of, 'I- AS FILED FOR BUILDING PERMIT 5- 16-86 "'2 86469, I ^11111►I 111 11l11111111111111111111111111111111111111111111111III I Jill III 111111111111,1111111111111111111111111111111111111111111111111111111j11111111111111 111IItllllllllllllllll�11111111 _ i I NOM: I F TH IS M ICROF 1 tWD ►......rte.: 1 2 3 4 5 6 7 9 9 �10 I I I DRAWING 1S LESS CLEAR NAN 1HIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING' OC 6? 92 42 9? S2 12 E2 22 IZ 02 61 81 LI 91 SI hl EI tl If 01 d ..,-•--Ia.---'•'•�1 9 S Ip e z lash ,NIIUnIIullunhullnnlnalnulualnuhutlnullUllllliholbutbudlmbnlllUlhull><ullulluulu��llullllulnuhlnluUllallnnhUt�tuIIUNIIIIIIIlU;1111>lllllllllllllllllllllUlllUlullYllll�ul4UUI1111�1111�1UI�1W11UlIUUlilUllllllllUIIIIIIIUIIIW� MAY 16 11990 _"+rl "_ _. . -- .:�--• _. _. - e.. .,- _ .. ____._. ._� ...-... -,. ��..a+ws!'- -srrY.. -'i.•�jw. .r—•1+waOw1"' 'II •w .....�4'r�R. .- 1 3 k is r 1 9 5 3 -, I A2 A3 C�\(D0 d a 1 Z (1) Z ► y- _ __ ,2 Keynotes w ---- - ---- - ----- ------ -- �- cr Lu - - -- — - 1 . STOREFRONT LL 11"7, 7 w^ --- -- - __ - -- 2 BRICK VENEER Z �,°� _ 3• DOWNSPOUT -7 U aoz - - - - -- N UT 6" DIAMETER WITH SCUPPER 0 ug umo / II 4. 10°x10° DRIVE-IN OVERHEAD DOOR WITH � v Zr z 7 3°01 HOLLOW METAL DOOR Q = N a N 5 . FRAME WALL . FINISH TO MATCH CONCkETF '� ¢ Sao, West Elevation 6. DOOR BEYOND 1/16" = 1'-0" 7. SOLDIER COURSE 8. DOOR ARMOR , G B A ; K `� c, j 9. FLASHING K F ; 10. TILT—up CONCRETE PANEL6. ,♦,r yN 7 I I 11 . FINISH GRADE 4 Z r] 2 7 12. LINE OF FUTURE FLOOR E (D\ F� r t ----- -- -- -- (�, - - -- - --- p O 0 -_ -- -- ------ i{� a a 0 N\ 9 C0- c �L_ALIL- LFT] C13as FIN cz I I I I I a. Q is MIN a13 North Elevation South Elevation caf a 1116" V-0" 1116" = 1'-0" v! 4 2/ AZ 10 5 (D) u WF 2 7_— f'1A TT 17 D91 77 ---- - ------- -- _ 4-0 1- - I- - 2 -- l01 (� 8 4 8 3 c 2 II u 0 ' C East Elevation co W Iq � I ilo RF02301 it ._ - --- — ENNIS j� 0 1(` RTL ND. N <r IOF 01*1 16 MAY 1986 w1 f - - — — — — — — — -- - - - — -_ - - - - --- - - - - - - - - — -- - - -- - -- - -- -- - - - - .. - --- — -_ �.—�_---_.- - -__ -= - --- --_ _.. -- - f l a n � —• — fiQJ I;HECKEDEIY J�-I�sPJ BuildingSection L 2 Building Section �EVISIoNs �3 A2 118 = 1 —0 , 1/80 V-00 I I VA if N111 AI,y•NI 'ref ATIS P „ NA. 40 A 510" 6 l$fll.K.1�TE$ P ' ',� SNE)�"F Nle•tl7 SE U7<EO PN HF 1,.,� opirlP W"I ANY N%"MSSnN nF 4%AAM W , 5T S T MACKEN710ENOINFFRING SHEET A-2 AS FILED FOR BUILDING PERMIT 5- 16-86 "28648:;. a..., y, s ---.. .wMw:.,.��wr.,Mt�►K ...,w ':Gf1M1lMMwE►NYIIRWR�NR '�'b:iaY.rw:..+i- --- _.✓,.. .-,_,.rJ7i!«. 1eJM1.1n. .4�11E�M �j:�pr.l...wr+n_.,.,....,.....w..,...... _ — _ ... _ ..__. k a�1"N�.• - 1EfMYJ�"t7EiltM s III11�I111 III�II111I111I1�1�1(IIII�III�III�II1�111�II1111111I1111111IIIIIIIfr1111111III1I111I111IIII IIIII n 1I1I11111I111I111IIIlIl111111IIIII111IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIfI111�11�; i I 1 NOTE: IF THIS MICROFILMED r ---- 3 4 5 8 7 8 9 IICI . I DRAWING IS LESS CLEAR THAN ��' THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _..-- OE 62 92 12 92 S2 ►t Ez 22 12 0? 61 91 LI 91 Silt 1P EI 21 11 01 6-.-1-•-•I0 .---,-.1 ! � 9� � s ► 1e-- t 1""a fnllnNlnNllNlhull;mh1u1n11i1n11un.i111II111I1111I1111I11�IN1Il1�1111�IH�HIlIII11I�,►I�IIIIIIIIIIIJIIU!IIIIIIIIlII11NII11111Nt11111IU11I11NIIt11II111IIIJI1111II111III11I1111IUII�WIIIJW111111119WIIu111111W11IJlIU�UI�IUIIUUIUU1LllI1111I111111U1I1 M...AY 16 �.. _ , 1996 �. . OU AS �---- - - VCZxPF FUR-L-Ira Q U — ROOF yY4.T�"I w �i ��Z wn� I - -- - Q Zcr z �rn --- N� g —I / - 2xG• e '-4110.0 z0 ° o w O w � +IS cf) S a O — � I4SpA-4r_-& V :r 0 O•�filt 'ft►rm IF, 'xF1Gl.TH'4 w m z 4'' Cc r�IwSP� RF o >LL. a 10 K 15.3 ! Oj 4 d. 't.'MP. 94-o"O.G. ' !'-o" ' • Id�,a. r,-1"�oNr• �-�HT �.uu 1'�irtE.-I� - MTI, e,NOG1- wi/s I�j N D,G.. -. 2xloC, iCi o - /4Arb � 90 bh-16 K_ / b, !S� bl�G fes►P1E Ei - � f'+�- -- �- - l——— ———— -- — i I ' ,�I i� �:a F':..�.� % e C IRs..t's'S�'I L.A�A� sT M 1 Pf+Pll►1-I , OIL GICs►So L.oc-.o AT -i'-O MAwcI M UM -s1'AC4 I O -a'T u rz,L:fw v d yz M-T. �-- = ___ 6.Yr� �u��Tu'NvE r ,,� _ 5Ct; FRA1"IING PL-AN r \ �,�� `:NT.`�•� FOR SIZE V� 4.4 VL h 1.ifJ -- i �. CIS - I 0 13 ! \ L':R�.3%r *c;�l c..• ANODIZ-�..D AL.UI"1. - -1r- t-4 NDO" SYS rLM �t�,1) J ` T 82301 'J D (p' p.G. - i17EN Ll> . WO BS .�., --- FUTLiQE FL04=09 cm *aP i`Gkil ui� b + i '' AIIz p L ra- - I - I S't I��yG Iy,C.l�l� >r1 - !eco O /T!� (l r• n�g�`' � � I '' (�,`� �al•1EA '�_:.fE � -- CONT. TIN4 IC \` ;LAN DATE If MAY 1686 !=41t2 ►pr2i41C. FIN. FLy� DRAWN BY � � —- - -- All, jAje FIN, C42ApE- CHECKED BY yJ�ir� 0 Q TDP pF fGL^'1II� I �Fc�rrtl.�;, REVISIONS 4A A W5 w5 1 Wall Section 2 Wall Section Printed Hf SE [IAAWINOfi AVE 'Nf "upf r MM'MfNllf$AItU�AfiSUI'Artfi ,�+J, T ,� ,, ' 3/'� V �O m / I M10A WA AA r MANN[R 404Of WpN A-3 3/4 =1 -0 �„I,a W..,EN rt�M,ga�Na w�A MAY .1.10 t 1WACKEWIE ENGIN SHEET INCCRpORATED RING A--3 of 3 AS FILED F'OR BUILDING PERMIT 5—• 16--86 JU2e6489. ., 1 I I I I I I i I I_I I 1 1 I I I I..L... 1,,.I ,' .......,,,u++EA:e. .. - �1�1�.,...._„„�••�- .1E�w_ - ��»�:•,, "w,r'4�►+�!"'"... � ��•�o..,f�;�.�,_ . ..,.... _.,.,�,..-..,.,.,,_..,._......_ �e^ue«:--- _ • .. .. n I I ► 1 IIS 1 I III I I III III 111 1 I III 1 1 III I I IIIIIIII11111I1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrII111IIIlI111I111I111III�IIIIIIIIIIIIIIIIIr11111III1I111 , NOTE: IF THIS MICROFILMED 4 - 5 6 7 Ile A DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL E DRAWING. --_ — --+ E OC 6? 92 [.z 92 Sz IF? Ez zz 17, oz 61 X91 LI 91 sII 01 F I z I I of -6 I0-•.•1-••-I -1- '4 IS.. 1 +, 1: z 13001 rulun!nuluullNIIIUIhullunhullmdl111I1U1I1111I1111hu1I1uIIIn1IU11LIINI1111III11I1,I1fI1111IIIIlIIIJIIUIIHIIIIIIlI11tII1111I1�iH11!iilU!IIIIIIt1tIIII11III11I111�IIIlII111II111uIWW1I111�9WIIIIIIIWullllllllllil111ll11llllluullllll10lll11I1111I1111III11IIWIII { MAY _ 16 . 1990 , M A E ' 1 ?. 3 4 5 7 8 'G7G-S • - '-�,n �IIF (c),) I(*y> -- - Z11'-L�/Z /p ylow - b v I. I I O� , � � t AL F MA MH vl Q �, A ------ -- r - fi- - —I N r -� A ' I - Keynotes �' It- I 5 O A w -- J- . K F�^ I MR � 4 1. FOOTING FOR FUTURE COLUMN FIJ Z w N — IICFi /�� - -1 2. 2x8 DF#2 FUBPURLINS AT LOW ROOF BETWEEN GRIDS 4 N in LJJ `+ N - l N j I T L_ �-.2 ,�- 1 U AZ B U � to ANDS z ' \ 3. BUILT-UP ROOF OVER 5/8" CD PLYWOOD WITH EXTERIOR Y (/) 2-10'a SRF �� rIA ''I �J TYP n Cl) v m o rn ' I C. ', GLUE 32/16. ROOF NAILING: lOd AT 4" ON CENTER U w Q N 71. T'�L-� r "L 5%g•15 I � f?FAT BUILDING PERIMETER, AT 6" ON CENTER AT PANEL C 06 1u<1 § � 11 I A !1r IM 4 EDGES, AND AT 12N ON CENTER AT INTERIOR SUPPORTS C ,I U- s I I A rrP Iltw v I ^ AI`0 `� 4. 2x4 DOUGLAS FIR #E1 SUBPURLINS AT 2'-0" ON CENTER "I `�' �p - - -- -- L - - - 1 - � > II D E 1- I ✓ G 4-- j t I I WITH SIMPSON F24N AT EACH END ® O II' L- ED- J a Zyp II - //;� ul 5. 4x16 DOUGLAS FIR #�1 AT 8'-0" ON CENTER WITH u►' III -r —-L_. _ r])llA '� -(� V f E _ _ _ j -f F S IMPSON HB41E AT EACH END t!p ``' --�- . 1( �� }_ ,��I 6. TUBE STEEL 5x5x3/8" COLUMN I I - rc l_ 5 rb k y y rte. - d ry I „ U- � 7. TUBE STEEL 8x8x3/8 � � t I I '� ti I�► ��I I ' '� DI x 1 -. `1 N 8. TUBE STEEL 5" DIAMETER x 1/4" TYPICAL AT (1) STORY O C 5 Y�'19/z. x r 0 yL. 5,/e-15- �} ; Cl d O /. II �F L ' - -- J my p _I-__- - -.. - AREA 0o N - U �/p� O IIE� 1 + i - GL 5/e5xle 4_I(o 77 r C/ O O �%� I ( I-'Ii Q C - IAF -- _ - T -L. T (9)7:7 T -� _� i _ �— - (1 -4/H) O a o L ._a - � . � ��• 0m t� I TY3? �' -0►--! I ' � rV i--� �30 ca I I SI E - IAF F r � �. I I I 3 , ,� p „ .I J Cal_ 5/P,r15 01 4 ' 1655 �I 1 �F 1 �4 �!— (� 1�I pI RF rrQ i i i I� 1 IN IN ` a ~ r-- I CL �_ Ig — 7 L -'- --- a C -L- \ "',� O �J A T+pf,l A T/bM J" (� CFV- O I B \Ca ICj 'TIM �T�bM Y/bM Z G _SII 11 a ,�Lq r RF T(p -r/>',r�_� MA CO AL ri� AZ .1 co v - II q. '/2. R,.F T'(Ip. General Notes 1 . TOP OF BEAM AT LOWER WALL IS 18' -0", AT Foundation/Roof Framing Plan UPPER WALL IS 32'-0" UNLESS NOTED OTHERWISE North cz 2 3 < 4 <5 a � O }� V+ - - F 0 0 T I N Q SCHEDULE ,C �}'-6 - -- - --_--j G i MAA LENGTH WIDTH DEPT1i REINFORCING (L) R'EowomCNVG (W) REMARKS � co j LL #4 - q;-CA" E IJ. — :�- - .._.....-. A x - O _ e B � ql-ai1 q1-o1' I'-cv1 Clod*S X.8'Co" Ew. •yO T cz I �� I 1Z 4 k ��'-CA T/PQM K I l�l J -� 4i_v -�pll �4 Gi x o-Coi x � i IF 1 r 21I �II ZS ��N1- s-Fi�2£fT6YVDITC�tiJ I -<o�l 1 I'-'I" I I!Oj-v-1 II'-OII E.l�l. #2301 ._-_-J -� C� NNIS R WOOS <7 17 U\ 1� fLl' 19 MAY 1986 ti I t h- IJ DRAWN H, Wbt3 SSA,/ -- �d c , 9 CHECKED B, L-Kb p V RF VISIONS V I I L _ — I Roof Framing Plan '"k SE ;INNINI.S "f 'Mf "U7F"'• M.ND 9 „i!X99 US11DF9 .�..^r nAE,M 'NER kXCEPT IEE EMIO .•N•MANNER kxCEP,WITH•"F I `ST North P f `� •+h� "t N OF 11H119910N FFM 9A --� - rrn I n srlrET -� SAY 1>!� ►�iti S- 1 MACKENZIE EKINFF-RING • INCOR!' r r�, .I 0 �AtEI) �,F Z AS FILED FOR BUILDING PERMIT 6-- 16-86 "'285489. ...r ....:a. Q{IpG.•.. ., rr .r. y ....,,r wra .nraa'M.n.v.a .,. ++... ..liiw i'JM:-.,1elW+/E+ai,M•aww,...6r. • "..:...,kti.,+�.,, :. . ..,...., - n....,"' V47fi'• N>�'SL1::Aa'GvlRq'I'I�MM"4�:'1 --- 1 r111I11►I191 IIIIII�I►III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII111I11+III+�IIII111I111IIIIIIIIIII+I+1111111111I111III111!111IIII III1111111I1111111Ir11I1ll 1111111I111111II1111111I1101111 . w.. NOTE: IF THIS MICROFILMED ( 2 '� 4 5 7 Ile _ 10 DRAWING 13 LF�S CLEAR THAW - � THIS NOT III IT 1S DUE TO I THE QUALITY OF THE CRIGINAI DRAW I NG, ---.-- — AE 62 82 LZ 92 S2 1►2 E2 22 IZ OZ 61 91 LI 91 51 bl EI ZI II 01 6 I9---1 1L '. . f9 - S'--. 1 1I, IE Z 1"• ENIlnnhulluNlun!nnhnlluulNlllNulu11IU1111111III11I1WNNUUIuIIIII)1NIInII1111IJ1,1,1I1111IIIIlIII!1IIIIIIIIIlI1111IIIIlIIIIlI1►IiI1111Ill1!IIUIInuIIIIIIIIUIIIIUIIIIIIIIIIIIII�IIIWIIIWIU1Yluuwf111111u11u11;111AlWulUuI111llllhllllllllll1111I1U1I11UI11 ' MAY 16 , 1990 , 7 5l3 1 - n2 A3 (7j, 1Z Keynotes _ 0(j N --- - n4q �\ 1 . C10x15.3 SOFFIT CHANNEL co II9 2. C15x33.9 WALL CHANNEL w (^ z - --- - - 3 BRICK VENEER OVER 1 /2 CONCRETE /J • •• N ETE 1ILT- - Lij -- -- - - Cj UP SHEAR WALL WITH 04 AT11 ' -0" ON CENTER � z wN EACH WAY AND ( ) 05 AT PANEL EDGES IBJ ----�-- " �- - - - -- - ria � 5 z - - - - '. 2 -- v -- - - - - -- _ = J- - - --- _[_- - - - - 4, BRICK OVER FRAME WALL �O ZOO �o AME WALL Y� mcg Z 6. 7 1/2" CONCRETE TILT-UP SHEAR WALL Q Q v ASN Structural Elevation West 7. 5 1/2" CON.-,RETE SPANDREL PANEL WITH d4 CO� a 1/16" = V-O'� AT 1 ' -0" ON CENTER EACH VAY 8. (2) /5 AT PANEL EDGE K �� v ( � A�> <A H K> � �D_/> C \� \ 9. ( 3) /�5 EACH FACE WITHIN 1 '-0" OF PANEL G, EDGE 10. ( 2) #5 AT PANEL ECSES CONTINUOUS +r >+ 4 2 c MA 3 ( Lt 1Z 11 . 5 1/2" CONCREIE TILL-UP PANEL WITH #4LL (� - AT 12" ON CENTER EACH WAY AND ( 2) X15 AT E � + Q C PANEL EDGES O — - m II 12. COLUMN BEHIND WALL > a� 13. BRICK OVER 5 1124 CONCRETE TILT-UP PANEL a 0 c1a) 14. (4) #5 AT BOTTOM EDGE OF SPANDREL PANEL - > 3 ° �- - cf) co > Q Structural Elevation North Structural Elevation South aN ,i,s = , -o General Notes cI- C4 1/16' _ V-0n 4> �5\ ALL REINFORCING STEEL TO BE GRADE 60 - X12 UNLESS BAR IS TO BE WELDED. IN SUCH CASES GRADE 40 BAR IS TO BE USED. 2. TYPICAL STEEL REINFORCING NOT SHOWN A. #4 AT 12" ON CENTER EACH WAY AT CENTER OF PANEL -_ -• _-- - _-_ c_ B. (2) N5 AT ALL PANEL EDGES II II �3 C. 3) #5 AROUND ALL OPENINGS UNLESS - ^I OTHERWISE NOTED. EXTEND REINFORCING � - II �II I 2 ' -0" MINIMUM BEYOND EDGE OF OPENING C I - (49 II I� I - 3. PANEL THICKNESS TO BE 5 1/2" TYPICAL AND d f-+ 7 1/2" AT 4'-0' WIDE SHEAR WALL (� 6 q 4. 3/4" CHAMFERED EDGE AT EXTERIOR EDGES > � G AND TOOLED EDGE AT INTERIOR EDGE TYPICAL L1J Structural Elevation East 5. MAINTAIN REINFORCING 1" CLEAR AT CO ' / 16n = 1'-0" INTERIOR FACE OF PANEL AND 1-1/2" CLEAR r AT EXTERIOR FACE V 6. REFER TO SPECIFIC DETAILS FOR L REINFORCING WHERE INDICATED BY FLA3S v/ 42301 " c NVIS� wnpjy ..j P 1,A�1U,".REGQN 16 MAY 1986 HECKFUH•14c,C) NF VISIONS 1 I SZ 5Z Cr r 5T ST Printed IY (� MAY 1,&. 1"K SHE F T MACKENZIE ENGINEERING 'NORPDRATED S--2 2aS�l AS FILED FOR BUILDING PERMIT 6- 16-86 2NO 85489. --. r.... .., - I _- .. _ ... ....__...'....._. _ .- K.•,,,j�...iw.a __. ,. .. -,- NA.'S3?T-." ..._.9i:.r!"711�llltll�+;�'i�+°1.rOm,+1� :.i•MMIIt��... .. ...M�rr✓<•:n+.+r:�.f.!'RR"+.fM,. ..,,�,�,....rin.�.nai...,«_..._......... __... _-....r... ..-.iE�•'"' .. - �...y.T-: ....__....=:s• _ •rr-w�lalarr,....______�.,.�... �..+a�e".,ran,<,r.. ._ .. �.. ,.,. ,, 1 �I1111EI111 v IIIIIIIIIIIIIII�1'I�I�t1111111111I1111111I1111111I111Ill 1I1II II 1[11111Jill 1111111111111111111111I11111111111111111111111111111111111'111I111'III 111'111I111'111I111I111'Iltllt - 1 — NOTE; IF THIS MICROFILMED — - I 3 4 5 6 7 9 9 0 II 1 DRAW IwS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. OE 62 92 12 92 S2 I►2 re Z2 12 02 61 91 11 91 SI b1 EI 21 11 01 6 -I•-.--, L 9 IS 10 1E IZ I in1111HIu1111n11UHIuuIHRlHnhtl�lnllllllllllllllllllllllllllgtllhu111111b11+llulhulllullUllluubl}IIUIIIUUIIIHI1u11uH1)a11u11�lU+IIUIINttIII11111U�111�1111�I111bWW1�U11�11111U11YllIlUr�I�WII�U�Ull11W�11UlUUbll1111111111111IIIlIUI�IWbI� � MAY 16 , 1990 r Y 0 1 i �i TORN DOCUMENT t w n, Q o, r cn _ � r c c7 CC z n CCooOO i: Cv 44 8m r, c ) Cr a SW 72nd Avenue � � U. O 370'-0 m o.K� ZE.o2 aY I�a,� -4 -- EN.I�TING-i CL4IZF ,CL;` To bE REMOVI~D —3-5--� a0 -O ❑ Qr _ , — O KADIUS 4F•,0 / - - GI-btcD _ __ 820.31 �_ __ __ ___ Ar N o 21 'S Co W 1 020 N oI F.H -- _ — O � as Mr-i .. v = 3 cI M O !` 4 a Umit of Construction (DFZAMF@v_o 0.N co Z t) L Proposed Building o Finish Floor Elevation 196.5' °\p\e RS APPROVED BY; a. CD Site Plan PUBLIC WORKS DIRECTOR Ito v/ r/iDE L'J7 SP�c�t y' 1" = 30'--0° PLANNING DIRECTOR B I S YGa_,E PARK A N G North Guiding must be corlpleled Project Site according to city codes -nd final inspection mad6 before occupancy. _ '12"�•a'' ` ��+'�` CITY OF TIGAI'.D • p °L� °utMNl. .YV'•,'I,, IY 'Orr�'aT:l? I�EGCfM'.�. S APPROVED FOR CONSTRUCTION OF 0� CITY OF TIGARD WWI` NOkk _SITE ALN] rix,% /5-0900 16 MAY 4986 Ald- DRAWN BY CHEI;r.I H, E�_ REVISIONS Vicinity Map Sheet Index GENERAL REVISIONS n.t.s. 19 JUNE 1986 I.FG„a.l, t�ESGRIhTIoN' S.C—, I/4, 5-e4. IZ T,2R, 1• SD-1 SITE PLAN A\ JUL-( i�1gli w,M, w e.5µ1 r�Ic,TYaN Go, o(Z. SD-? SITE GRADING/UTILITIES I�4in)t'THIy,;P, T& I P �UEA;�Fcv— L-1 LANDSCAPE PLAN RL -D ��IT zz, .,LaLY 111a(0+.JS$ ,e 52 06", l loq,-I'11 S-1 FOUNDATION/ROOF FRAMING PLAN SITE ARE�a �) -� I P�L�IL-DIN4 a•2LA Z5, 144 0 S-2 STRUCTURAL ELEVATIONS �J' �j P�RGFNT GOVfALa>: 23% A-1 FLOOR PLAN A-2 ELEVATIONS/SECTIONS �1 ST lfa 71G,o�la 1 A-3 WALL SECTION TQ"r�•l, 103 S Pv.G�c� SHEE- 2�.� Legend Printed SD- 1 IoQ x og �� Nom. or�,.i� �N �R JUL 23 1986 of -_ IN• I a r1.Tc.� SIN MACKLNZIE t�VGINcERING CORPORRnt i EU roe No 286469. . , ` ,. ^ '.' ►I _, .«fir_. -.+iW�. ..wry s ` - - II'1�1'I'I'1'I'I'I'III'�IIIIIIII1111111I111III�IIilIIl1I1,11111III1111,�IllItIII111111�I111111�1�111111�11111111�111�11IIIII1I,III,I,III,III,I,111111111I1111111IIIIIIIIIIIIIII,IItllill ,�xrr NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 9 ID II I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 1 L2 92 5-2 12 E2 22 12 02 61 81 LI 91 51 t.1 EI 21 II 01 6 I0---1 lL .I9. IS. ' 1. IE Z 1•'•w ►11I1111111111111111111IHH11111ImIInnLIohIIIIIInIIIIIIIIIdUuIIUIIIUIINIIL11uI1nIIIIIlI1UlIII11iIIlllll!IIIUIfII11I1:r1IIIIlI1111I)ttflrlll�lll!111NIInrhrullurltu�ullllulhullllulrplbulLUlUlllllluuwllW11111111llU1111111u1lllullluWl�IUIlI1111I1UlIllUlll� MAY 16 21990 = , - 1 F- C/)Lu x 1 Z we W < z � 'tel N Z • O/ . � w V J .•, -� 7 z � o n Q Q X06 : *44 : .. • .0.....•.............................00...........;h ....• .... bH................................■......................................■.. ........dT•I'j ................w...y........................................a................Ow., 4_7H HuuoNTI•� -77 ••,. UP "_ SW 72nd Avenue _ _ _ _ _ _ Q'o' I E I •68' 1-X1STI1`�1 _�{ L_� _ _ _ (Z tM 19 I.`� ��2„ -r jrUD T �-W F milt �,. GUT �` FXIiTING `7PNITAkf Sr-WEEk _ 7 EXiS 4L r J E - • ••'• •• —156:1%' IN u�l� I LATERAL DMIM 5'-O" I 1 F_ Iefl.4 �•i'i.�.Z.'.c. 5...v., uM 0V:21FY) - 1590 (D �IN4-VERIFYj. 1��,r@ 3.63 Jo 7L% p ►, — offosuffs 1 . 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MOUPITEb Lacv,�T r, / �-- •I g ✓ NELJ GON T U RE • �II�'IIAN(,, GON � O` mono STl-1 one HE1.4 St•:1,4el2 •— sS- e.xl,�,T� i�&►41TAo ILY NMI pl..low GbM�TIL I�1ATt✓R/NEW 10 MAY 10194 "I'mm"mSSIM, w 513 NoT'E: ALL GONNEGTIoNS Ta aft HF! 1, 8y M"--�Er To' &AIesTINbl s-rww-owr-.w "` ./ERIE`( L,oG�TION W/GTY aF TIGARD r -`ISI!lW ALFAMMOM 9 JNt 19" QICS JLIUf InP_A�l .`.t�1.11TAR�f :.EI.IE� AX-)c,I-Tb�I Dj L��p`F> ISSUE.P CP 1AA( Wes PC its f=0fz R.EvI��.D P�r1 1 , INI AW)Aft 40' 10 N 1(1{11O gF11,WIFMr[ M rrfM AI1E SMOM 0•M SI. , SHEET Vomited SD-2 • AL 8 3 1!188 of _ MACKEr�1l�. �i�U1�JEERING JORM INCOWFORATED 1 1 - t1+IfIibPY.�l�Y1171fI1I a.. ;,.'... °tt}trt.YGrAfi i.��..'- '.r'^ �7lIFR� - l1 l!l1 lI l!lI I 11 1_I.1..L1I1 I_1I:1wI s1sI.1l..1,I..1l.PfI 111 11 { Ill 1!1I1I 1 Jill 11 1 1 1 1 i1 s w1.-1 1 1 .1.1 ��• NOTE: I F TH IS M ICROF 1 LmED .r.r ( L ..t...�� 3 4 5 6 7 e 9 IPo 1 1 I Q DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF TW ORIGINAL DRAWING. - -- - -- - -.. _. _,—.... ----- --- -- -- -------- -- - AE 61? Be LZ 92 S2 Or C2 Z2 IZ 0? 61 91 i1 91 91 it el al 11 01 -d 16----1•"1 '- IQ. IF E t 1�•` g11111lNNINNINNIInlluulNulullllt1I1111I1111I1111I1111I11111N1111111111{11N{1111{Illl�llil1111111111!1II111III11II111I1lIlII111UNlIltl�nnlrn111n1b1ullul{Inlluuhlulllll{u1�I1�11{UllVullulpl1111111111111liJllllllliWlll111>tUll�lllllllllllllllllllUlll� MAY 16 1 1990 µ Lei Ob 65 c z w cnz W Fw- z w� _ Q zv N C) - az Wo a zoo Q c)� D ;o W oll Q 7 (�UEIPGIJS B ..�' ASIS z"- 13/4" GAC N/t.L� Li�ANGN�p 1�• �L-S ,(�' SYANDAAZD --_-� _ . .E C.113,C UM ✓A,E', IeE.Q l knO7'SUALS EY 2'' CAL. MAX. � LZ S E+ • ls' S�ANOARO ON p 50'0.G . SW 72nd Avenue .o 0 5' S!DGWiC.r:. m Li 21JNUS VAA'_. S--1EG1'ED CFrG. 14/ELL a3,E:ANc-HdI 7 14-il p QUAL• GAIJ-6 ` �OdbN (/ Kill ��—�-'-�� ' Line of Constructim 4 CHAMAEGYPAE'15 OBflJSA G2AG/L/S + —i L. O I CHAMAEGyPAR/S ' 30X .0 t 9 t O,!TLSA � AL/L/S + -/ 6 0. 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MOUND UP ALL Nf'I✓ jJL,4Nr/Af.'o A/ZEiAA FD,t: ,,pAG4/NAi.L Rpt ��Gt�1 AS ,2,Ep1i1/eEL ,"PES/6.A/ ANt7 /Nt: 11-4.A r/Oti/ OF /jeC/&AT/OA/ -4Y54CM DATE E MAY 40 4 4 B y LA/vl7sG�lp� c .�N7�AGro�t DRAWN BY �l� - LSM CHECKFD 8, DM REVISIONS 4wNs"AL 1lm NO • j" tM DIb M 2 lo, JULY, 141&& T T+41-cl KillZ3 �I�LJL-D FoR. rZev�SEn P�Rr�I�? all I R11 4%51DIIAWtN01 Ari t,r,PEIOPE At•VE MACK — NA{IIFN(IE ulna.ASSOCIArE3 PCM� SAI AW)AIK bot ,0 Of USLD 00 FEF , DUCEO rN AN•IPANF401 (XCEPt MI.'14 NII(M.yM1 t'1 N PE MNIS"OF Y 4 SHEET Printed JUL 2 8 1986 OF 1�7 MACKENZIE ENGINEERING 1I 7 INCOf3PORATED '1O° No rr , lNrIN.- tiA•1� I JJJJ e �..:-*- -. .b.n.. .�-...... �,. .. _. - _-,•.Nwv.�a� .. «..� .,.. ....rro� �wn._. ...:..,r+<.. _..-......AEMr�•_'. ..,.»..+:-,....! .�IIM�....._ :-uR'fwNr4t rx.-..w..:S .i.� ......au...._.,,.,......_.....--....__�_..,.�-.....�.....-.......,.trm�-.-�,.:.�.enrr+w+uk�l+'a '1 III III II� III 1 1 III III III III III III III III III III III III III III III III III I I III III IIt III III III III III 111 III III II III 1111111 III III III III III III IIt III II11 _'.�� »'rarT'� , r - 1 I 1 I 1 1 1 I I I I I I I I I I I I I I I I III I I I I I• I I I I I I I I I I I I I I 1 I I �, � -� Ni IF THIS MICROFILMED I 2 3 4 — 5 6 7 8 9 IID I I I DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUAIITY OF Tlf ORIGINAL DRAW INil OE 62 RZ LZ 92 SZ 02 EZ ZZ IZ OZ 61 91 LI 91 SI VI EI ZI 11 01 6 -f9�--' L 9 S 4 E1-. 2 1"•A anlnnhulluulnulHNhnlluulull�nu111lIIIIIIIIIIIIIIIIIIIIIIINIIIUI(IIII(IIIIIIIIIIIIIIIu!IIJIIIl1UI�UlJUtuIIIIIIIII!IIIIIIIIIIIIl111II11t�ll11I1111I11t1IIIIlIIW�IIIIf1111I1111I1UII111�1U1I11U�UWILUU.�;U�U�UU�WIIIllllilliWll�llIlI1111IIIlIIIIUIII SAY ' . 16 , 1990 1 .. �3� 4 5 1(61 7. 2�iG -I 7,11 rGOR�c.f- MA ►"1A � I I Q n .z O Keynotes 1 a cn . II I"�4 Q 1. FRAME WALL U UII N 2. 10°x12.° OVERHEAD DOOR WITH 3•x7° MAN DOOR L1J Q z U ? N - _- — — - - B -_-- -- - \B 3. LINE OF BRICK ABOVE --�''�- I Z9TY 4 Z. : T U ---- - U) a ►"W I"IA ►�IA 0 c �wl.p I n U) m o T -- --- - — -- - — z O I I -�— •1 — ---i+ F i— --F—� — - , --- -- -- )A 4 I I 5 I U °� o N II MA.- II M. Nl I UI - u N � Qc GvL. II -----e •• � I I = O (D LL -- --- �i E °o N 0 it II - ) m in II II Y > m H I II - - -- -- 0 I 2 p N it 1101 O c Q ii 3 I 0 - u Oc ~ N II I N > ran 2 Q 19dr— < XX -- - IIICY kIMI�A 2 t 3 A,Z �. First Floor Plan Men 16' = 1'-0' North </1 > 2 O3 4 5 _ _ ala-b�:'_ X19'-9YZ' _ MA MA I I c 3 y d. 41"iMA O Q I I 0 � l ' I I II �I II it I Ii II � �I II I it II �I II 0 #2301 NNIS R DS c rLANI(O UN I 1 OF uarE 16 MAY 1096 I II II II I " !)HAVVN P• I-14aF-9-/ D4�A II . II HECKLE)By h Se7 11 I II R VISIONS II II GENERAL REVIlIIONO JUNE 1999 � K I o, .1LLy, 1-1,2, A.2 NoT THIS -pHtZ'T A A2. .�- — ZZ,.,ILaLY, I�j$!v ws EvI�F� �E�MIT `.I Al Al 5 Future Second Floor Plan 1/1 en 1/-Of «,SI I1AAWrNOS ARt 'HE PAUPER'` s MAI.f NICE SA"I' .A$S(rCIA)f4 570 8 SAr ANL AAI Nr)' 0 Of UftD UA AEPAU OULf 11, AN,MANNFP EACEPI Writs IM T North PAinA WRi•'1 N PF RMi59rON Of M V SHEET Prinied A- 1 JUL 8 3 19% MACKEN[It UiLiMEERING OF 3 INCORPORATED loe No 286400. ' `r• i^I'I'I1I1111*''I'I'I'I'I'I'I'11I'I'I11'IIIIIIIII'I'IIIIIIIIIIIII'IIIIIII111111'�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � NOTE: IF THIS MICROFILMED ►... -- I 2 � - 4 5 6 7 ® 9 to DRAM.NL 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — OE 62 92 LZ 9? 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DOOR ARMOR _ _ _ � 9. (LASHING 7 1 I (0 1 10. TILT-UP CONCRETE PANEL k,F RF 11 . FINISH GRADE C 6- Q?- ( 1� IQ Z 7 �� I 1 12. L INE OF FUTURE FLOOR U. I� / Ti I a C 00 - -- -----T- r\ - 1 _ .. 0 - --- - -- - T/F F a Cm InELL FIN 7"�� - -- ---- -- -- >=Ir f� -- - — --- --- -- c� cv cy, cz I II II L > North Elevation South Elevationco � Q, 1/16" = 1F--0" 1/16" = 1►-0" 3 4' '^ N 1 4 \5 SLoQED AZ I 1 CC R 2- -- ' 51 L IL MA SOA MIN9 - IZ 12 rL o -- —--- — - cn \ J 2 MA r-Ia na, J co East Elevation .0 1/16" = 1'-0" (IO I� �F slr1, w 2 - - - M2301 NIS R. S ;4 - -- - -- ? RTL , ORE NN AI�II i `1O 1 OF I_I�arE 16 MAY 1986 DRAWN By CHECKED BY W Sly i Building Section Z 2 Building Section REVISII.INS A2 1/8 = 1�_0° A3 L2 i�8" = V-00 GENERAL REVISIONS �JUNE 1986 2 I611JULY, 10113 CaP N.l oT T H I qw 4-01$;--T FOIL R�vISEp P�P'lIT 22,.LILY .q r3l®rJs I fA EA MESE DRAWINGS ARE THE PROPERTY OF • MACKENZIE SAITO A ASSOCIATES P C `M SAI AND ARE NOT TO SE USED FIFI MI4 OUCED IN ANY MANNER EXCEPT WITH TNI PRIOR WRIT TEN PERMISSIGN OF MSA ST ST SHEET Printed A_2 JUL 23 ter t t�� 1 MACKENZIE LNI;INkE I JG of 3 ry�3 INCORPORATED 1 JOB Na 286469. .....,.W..wuri�lA+.. ...�... •.. _ .. r - ..,,.I.�,, .•,,... .. ...�'.�. . .. .w-.,�.w�.w._ .rz=`zaililli^"., .... _ . .�::i.itiWf.,J4%'h Si,11j�T �a,1 � _., _.__._.. - IYIMIM1.- 111x+---- �all�lu,•. 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FOOTING FOR FUTURE COLUMN Lij c�W F- 2( ��I `c �-' /F T� — N 2. 2x8_DF112 SUBPURLINS AT LOW ROOF BETWEEN GRIDS 4 zU 11 �— __ I\ Ilo'�11 ? --- B �I l-+ O AL ' 3 5 G� Z v a p0 1 �w II I 2 3. BUILT-UP ROOF OVER 5/8" CD PLYWOOD WITH EXTERIOR (n Q p p 'I D - - I r 1 RF M �, ,� n �, m o 1- Il O 1- - GLUE 32/16. ROOF NAILING: lOd T (o" ON CENTER (_) z a F- ,1 -1 __ -- - r- �j �QN Ar PQ LA 1 O -_ Oma' c 7 5 >�� C AT BUILDING PERIMETER AT 6" ON CENTER AT PANEL ; $ __.� 4 ' O I r"\ to GL 51f3A15 \'r MP SIMj rjAA, SIM. T Yt? I QED 06 a GES, AND AT 12 ON CENTER AT INTERIOR SUPPORTS To dl r I-- �A � �,� - I - --� lio - -__- F IZ — O 4. 2x4 DOUGLAS FIR #f1 SUBPURLINS AT 2'-0" ON CENT..ft _ _-yI- I I I 14 3 E- - __ r< 15 WITH SIMPSON F24N AT EACH END 16 rF f4 I1dI = � — -rr�l� f 11 Q k.T F I 0 V C � t*01,p v. 0 I In 5. 4x16 DOUGLAS FIR #11 AT 81-011 ON CENTER WITH t/t O I 7 A .- III - SIMPSON 1IB416 AT EACH END SIM 1 � 0. �--� �' fr � 6. TUBE STEEL 5x5x3/8" COLUMN41 C TGIL 5 ytO.o, � I - r 11 U. � v _; � � d- P � RI" 7. TUBE STEEL 8x8x3/8 --- -- —t- I 1I 1-) I �. ��E x I ��I �I� J1 '` I1 xIEG �� .__ . �, � 1 - N 8. TUBE STEEL 5" DIAMETER x 1/4" TYPICAL AT (1) STORY a C O Q I 1 - Gx� CSI_ 5�b 15 � ,`. ,�' m . -1 I -- . O RF \� S) I AREA m 0 1 - '; 1 14 GL 51iP�Klt� \� gKl/o 5'r ,� A A A S Qin I'm - R`F �—. _�� -, r O 0 O!1I T �-, , o a o N I I T �� ° vi L _�►� L T L L _l 8 L — a m -1 I � —`x' - -' z_-po 0 ° ° / I14 I � III III ( II !- N C> > a) t c2z -� g _ _ 'Ir � 1 1 1 1 ; 1 0 � rrno 3 � -V a? IT'S F E �1 � I 3 � _ II Ix� � h � Ax q 0 cti ca IIi� 41_ 5/y1118 ,r, 4 1655 0' I F--, -L A A A A �. - x � O O O O O C� cz ` " Q. B I(o IO T1 'r/S.rM /'1')It�l"1 T/3M z T CSM 3 Ic -8' �� G MA I'tl-F3� 15-yr 15'- 5 Irl-II' KF Tt T! T/ 3M Ma �jj -O" � T_(F. General Not�..� 1 1 . TOP OF BEAM AT LOWER WALL ISFI(o-Suj, AT Foundation/Roof Framing Plan UPPER WALL IS 32'-0" UNLESS NOTED = 1/16' = V-0' OTHERWISE North C 3 � � 1 2 �> d. FOOTING SCHEDULE � MAA LENGTH WIDTH DEP'T@i A[a�0AC'a'Q (L) 1!�lF/F011rCM0 (W) PEMARK8 I - - LL #4 '` 4 -Co° 1;.1 1• y- _ II I d � II _ 1 /q ------- - ---- 6 -o -o I -3 C�o)'L r- x Co ro E,LJ. 0 E� 4'-o'' cz dl C 1� 1Z 13'-o,iSI-Coll ( j� LL N 0 V Ido-o �o v 2'-v C�o�#1 r IS-Co CICo�*r4 K � Co d <E>- _ and ` �r ( T�v K CUNT I1-211 Ill C 2 '5 �T IGA.I_ A? E3r�r.� S �Ii�ull I_ II1_�11 II_qll (l0) 1 III-oll E.InJ• ;�� '� �/ 0 j I"I S>=E DET/ I t✓ 15 /G 1 li2Zr,t i OS -' PORTLAND,4GON1 OF IU �,nrl_ 1 V R)= 16 MAY 19136 t N IL f_�1Inv�N ETA Ww13� m � Q 4 DS,A• CHECKED B� AEvr,;il IN5 GENERAL REVISIONS 9 JUNE 1980 C� A2 G � I�.x.IED FGR — - -- — (Z ESI '-E.D ptgM I'Y 5 �Z��.Y, I`113CirJ ©. Roof Framin Plan -+-'+ 1415E ORAIRVIGS IRE INE PRUPERfv(OF 1/160 I FSO' SAC AND AIRES 10O O BE USED UII RC jM ,10 DUCED IN AN,MANNER EXCEPT WITII THE PRIORWRrTTff PERMISSIONOFM SA S T North SHEET Printed S- 1 JUL 2 3 1� OF 1AACKENZII: ENU INEERING JOB NO INCORPOUAI ED 285409. -.w.r. .- ,., . . �:... _... - ..w•, .... .,..,» .. _._ ..•vr..,.,,,.�".,..,.. ,.,., ..... -.-. :"'�•'_= C.: L,E�u'iR'�•". ,.. . 1YIr... -*lEf�R>I�f•e9:, .. _ ,. ,,. ....... +...--. .......ww... . o> ..,.•.•_..•.:xn,•1.YMkfN-•--.�.ii0d:;eV1' .u---- -.. ... ....1.. :..,. ._ ... _ ^�a. ±r.AYw1I. _" - - h 1111111111 IIIIIIIIIflfltllltllll`11111i1111110111111I111I111I111Jill 11II III t111I11111111111i11111111111111111111'111f11111111111111111111111111111111111111I1111111I111I11111111111I11111f1 , Nf1Tr: Ir THIS MICROFILMED _r-A,,r_ 1 2 3 4 — 5 6 — 7 !!8 9 110 11 _ DRAWING IS LESS CLEAR THAN THIS NOTICE• IT IS DUE TO THE QUALITY OF THF• ORIGINAL DRAWING. OE 67 9Z LZ 3Z S2 b2 E12 22 IZ OZ 61 9' LI 91 a1 bl El ZI III 011 6 '9.-1 .-IL--- I9. S Ib EI Z 1308124 Int!unlnuluuluNluNluulnulln►hn111111I1111I1111III11Iu11NN1I111uI111bIMIIIIIIIIIIIJIj1IlUlIIIIIIII!IIIUIIIIIIIIIIIIIIIIIIIIIII►t11111UU11,Iu1I1111III11IIlUII11�1111+1111I1U1W1�U14IU1�UlY1u11111W1WUlIlIUI11lliUU�lUuIlUli1U1111lIlidI1111IlUlIIlUl11� MAY 16 , 199Q • 46 Keynotes 3 0 8 5 3 <( - - -i �. 1 . C10x15.3 SOFFIT CHANNEL — -_- 2. C15x?3. 9 WALL CHANNEL 3. BRICK VENEER OVER 7 1/4" CONCRETE TILT- r UP SHEAR WALL WITH #4 All 10" ON CENTER 3 IZ EACH WAY I 4 , 64'I CK OVER FRAME WALL V U `5 5. FRAME WALL Q CL. ! I s _ 6. 7 1/4" CONCRETE TILT-UP SHEAR WALL WITH (-�I) #4 AT 10' •_ ON CENTER -- - r� 7. 5 1/2" CONCRETE. SPANDREL PANEL WITH #4 L1J ; y a , rF=- Ir ._-----MP-��M- AT 1 ' -0" ON CENTER f'ACH WAY N � -_..__ - _.__ - .. U 2 r z 1 Z -�_--J -- - -- - _--- — 8. ( 2) #5 AT PANEL EDGE L�rn 0 00 ZOO 9. (3) #5 EACH FACE WITHIN 1 '-0" OF PANEL Y _ moo, • EDGE �< �z � Structural Elevation West 10. ( 2) #5 AT PANEL OPENINGS EXTEND 2 '-0" � 1/16' c 1F—O° MINIMUM BEYOND EDGES OF OPENING TYPICAL `K�_ /G\ \ Com\ B �� A H , 11 . 5 1/2" CONCRETE TILT•-UP PA14EL WITH #4 J_`�I-oPEQ �F 6I C, K " AT 12" ON CENTER EACH WAY AND (2 ) #5 AT PANEL EDGES a F 12. COLUMN BEHIND WALL �h+ 9 4 5 � ( „ 2 I i L,la• � 3 I Z IZ 13. BRICK OVER 5 1/2" CONCRETE TILT-UP PANEL � � � 14 . (4) #5 Al BOTTOM EDGE OF SPANDREL PANEL rn Q � 15. ( 3) #5 EACH FACE WITHIN 7" OF PANEL EDGES o c Ft O _ �I u� - •__ -- - — II _ ._ 0 N r lu 11 I 5 m I _ 2 8 -_-_-_- --- ---- — 16. (5) #5 EACH FACE AT PANEL EDGES WITHINIa a �_, CL _- I jq 17. BRICK VENEER OVER 5 1/2" CONCRETE TILT- !�3 O c - >s- _ "fYP _ UP SHEAR WALL WI1H #4 AT 10" ON CENTER ca c z EACH WAY AND (2) #5 AT PANEL EDGES Q j jr M4 Wes. > Structural Elevation North Structural Elevation South - General Notes1/16 d. co �\ 4 5 1 . ALL REINFORCING STEEL TO BE GRADE 60 I UNLESS BAR IS TO BE WELDED. IN SUCH AZ I CASES GRADE 40 BAR IS TO BE USED. I 1 Z ( `f R 12 15 5 2. TYPICAL STEEL REINFORCING NOT SHOWN i A. #4 AT 12" ON CENTER EACH WAY AT Q - III j l 1313 CENTER OF PANEL FOR PANELS AT n I II ill Il II 1j GRIDLINE J --- __ - -= III-- -- — — --- _ B. (2) #5 AT ALL PANEL EDGES AT GRIDLINE v) � 14 II` I I - IIII - I� I' 4 i 1 I I I I C. (2) #5 AROUND ALL OPEN INCS UI''_E`IS C OTHERWISE NOTED. EXTEND REINFORCING 7 2' -•0" MINIMUM BEYOND EDGE OF OPENING co 3 I/ 14 �II ID 3. PANEL THICKNESS TO BE 5 1/2" TYPICAL AND a) C \ Structural Elevation fast 7 1/4" AT 4' -0" WIDE SHEAR WALLS UNLESS _ 1/16, = 1F-O, OTHERWISE NOTED 4. 3/4" CHAMFERED EDGE AT EXTERIOR EDGES ." AND TOOLED EDGE AT INTERIOR EDGE TYPICAL � 5. MAINTAIN REINFORCING 1" CLEAR AT ♦♦+^r 1 INTERIOR FACE OF PANEL AND 1-1/2" CLEAR v, AT EXTERIOR FACE 6. REFER TO SPECIFIC DETAILS FOR REINFORCING WHERE INDICATED BY FLAGS LY EKNia 'n N1ot S Ef' PORTLAND UREC(1N nr 0 DATE 16 MAY 1986 DRAWN BY CHECKED B'f REE vild, Ins d lA GENERil REVISIONS 9 JUNE 1988 C.E-+4Nr:�FU ATE 17.SuQ I Q � Iy�IIEU '�- R�I� �eRr�IIT I Z �Z 2 JULY, 19 Sco W5 'HI SI EIRAWINGS APF 'HE PNOPt RI. 1, ST MA,•ENJI[SAI/U 6 ASS,10AIES PL IM SA'AND ARE NII, IU Elf USfU OR REPIIi UUCEU IN AN,MANNEP EXCEPT WITH..0 I POVA WP„.F N PE WSSION OF M SA SHE[ T JUL 2 3 1986 S-2 MAChuuil.. LrllumortRING INCORPORATED OF JOB NO 285489. • .. ..:^',... ....._.. ..w,. _ . a.ur.IF".m... :,;-, IIML: .. ..� .. _ �, ,w:-,...r-.+.,,,��,,,�,�� •_..-_.�+�•�...PMMlrafl�dAMA'k,64Ufagw.,-w.w+hr..._n._.....,......__,..._,. s i - 1 1 1 1 1 1 1 I I l l l I I I III I I I(I 1 1 III 1 1 III 1 1 I I I I I I^I ( I I I I I I I I I I I ( I I I I I I IIII1 II1,s11Ey11E1�xIrI.I Jill IIIIIIIIIIII IIIIIII'IIII1IIIIIIIIIII 1111111111111111111 11111111 I III III III III IIII ' ViM . NOTE: IF THIS MICROFILMED ►.-- I 2 3 4 5 8 7 e I'O DRAWING IS LESS CLEAR THAN — --1 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I DRAWING. - ---- —. —. -- -- --- of 6z 92 Lz 9? 92 oz Ez z2 IZ 02 61 91 LI 91 91 til el ZI II of 6 O 1 9 S IE B 2 I*•• ' En1HHInnlnuhullunl1H1I11111H11I11uIIIIlI1111I1111I1111111NI1NII1111111I1I111IIInII1111II�11lIlIlIIIIIIIIJIlI11II111II111IIIlIIUIIII�IIll�ll1lIIIIIIn11I1111I1111N111IIIIlIIIIlII111�111I1UIIII11f111111Y11111�llllIW11L1JIJ1llI111111ULUIlIAIIIWLIl1UIIIIIIlUlI1WIl1 � - MAY 16 J990 9 AC ;S TO ? ,ANE. -. A /C J' l!T_ MY0003G - C>C. : Ci4 r 1 � cjIr) �M Q n' _4- f , 2c� c-�cjcj r3 I U I-}Iff A,7 if-�G � 3, a r�r.; �7 ii G�.�'� ►_►h.!G CAP � 9 b� p�.� , 'hal CA . 16 0 4'fxV I W 7 It(L .. . /7,j-H\ U ra I-r N E.A,7-V,: R_ M o P f-I~ 3 r C)c-)c-, ►Brt,• t t4 P V/r S3 L Pt' F W44. I-A14 w I-r- a 1 r'qT- 5w '7Zj-! 4,ZDJ L. 'Z4 -1 �51..1 }IpItV URN G Fe, ►s .�.�.. S.1 Z F_ "f r3 F r_stm (Tyr U!- it 167•'' �� '2br I ��' ~� OA, ��_ !E G9A --, �'1 �' NJ ur > � 6 5 L-I3sl.J 24 Ca f4A pr r3 .. I �r� CONSTRUCTION � 1 APPROVED FOR CONS z , 5�C,F=M � �, ��;�. ITY OF TIGARD / � E�• YTS- 4 v -I1 �- '•_ ` 5 l 1-C- W..E.�K. PERMIT NO. SITE ADDRESS f s �Grr- CAP 1 T-.« _ I I "1 r, 1-�r K M Q� 2 +[� Q 4 � ' C' BY TITLE K C • 6�� OATS (c �'" t, _ P-GOUTS- GAA- i 1 i� s —GI: i t 7 CJ ir.r I I Q NERANOT S.10 L .. • I.t1 "�' M 1 co ?11 cutting, patching, paint-ing & runners by others o >C'a :~ co All plumbing and drain lines by other's p 't All electrical by others except low voltage control O 0 wiring by this contractor 2 ' � 00oResponsibility for verification of structural requirement In V � Wcreatedby HdAC eq: poent rest with o0eas i Insulation: 1" thickness with min. density of 1h# per � �- ✓� F�t;',_ ;/2 L1� G�� .P,n►�ING cubic fit f=- w C�a NET I�-le- ` f't?� u��. , i� / >~ z:f .C� Q Y Entire HVAC installation, material and equipment shall S d fully amply with 1985 state UMC, NFPA 90 A and Mapter 53 of vmc ' 2hermostat to be auto--change over with mA base on-auto- off tan switch and heat-auto--cooling selector (therllxostat Hheatto at 65 V1\C - F.1..,. CJ C) i I L � N hset be in�onoposition during occupied hours).F� ing an78* for cooling. _......_.., ....�.,....W _r. ASI Beating & Air'Conditioning warrants all parts DRAWN by. and labor, to be free fr cm defects in materials &-4 G 1 � �5Lf-K workmanship for a period of one year from installatic.n SMEVE r NO. Sha�P The above warranty covers parts only after a period , aid of 90 days from date of startup unlase pcopw preventive taaint*anc•■e hm bow perf==W every 9U days by_a V.1 �tj(p0 � 9�1• servile ttc�r>li.iaan. __ _. _,_ _ JUNF-- I?, i � L7 , .Vae No. .w « '+wM►,,,,,,,�,tal�Ml .ii',-:yb,�, _ .u.4 M .i'x",,y� ax ._ ,. -. •,.;,,�1 .,Tfr- sPntlrl _..__ Jns�,.d.._,. .,�........" %P`!:,si:. . ,q,;_....- ,.�.. .�._.. . � � ..._ ...a .. .M, - 1' _ .,�ps-_ �.' « .......... 1W1 ,� � '�I �III1IFIIIII111 IIIIIIIIIIiIIII IIII1111111'III IIIIIIIIIIIIIII Iltllllllllilll 11�1111Ii!IIIIII1111111 1111111 11111III111,111IIIII,Ilililillli11III111 IIi1111 Tll�lli`III�iII IIIIIII�Illltll ' �xi � �; I, ` k N01E: I F TH IS M ICROF I LMED +.. i--r. 2 3 r4 J T 8 9 10 1 1 ! 12 DRAWING IS LESS CLEAR THAN PilS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. �� OZ 61 EII t) 91 SI to EI zl II O1 6 B 9 S -d E Z '' eE s z ez �z e z sz Irz Ez . .zz -II I-. I--..' I- ��t1�lullnu�ulllnn�ulilnu�nulul�nn11111�1111�1111�1111�1111 {41)lUllb11tt111f11111�1III IIll1�1.11111111111!11111111161011111111111114i11II�lILt�Iltt�utl�1111�IlU�lfl�llll�llll�llll�llll)WI�IIII�II�ItfW�llltWll�illlWlUllll�Illllllll Wll�l111�111111IIIIIIUI111 T NE1990 2 & I 19 9 0 CIF 114 t.0 - G 4- r.1 q P11 .�- _--__ %� �x N ��•� 131p G��°� N M o.��.i.._ 3�O Z��:� � U� r c,, Z � _ ._ -Z.00 LI.1 1 I t; 'Il t-1 G, I-T- 44 f r ,400 CF#�k\ ®:0* , S� t 2;, _ _. C.O toy-"Cc MIv/MA L---9 E-rA I K ('00 JLF 4 ZOO- CW 4 R �- co hits. —� -77 �4 Y h . OTES 0 _GE, ; • _ NERA L N i I � _ __..G -�- I All cutting, patching, painting & runners by others �i 0 1+d T I� -0 Ja F3 t7 l� 1�IrtJ ��F?�U N a ��. \ All plumbing and drain lines by others < All elecirzical by others except low voltage control > d� wiring by this contractor ` Responsibility for verification of struo:tural requirement i 1 created by HVAC equipment rest with cttiers Insulation: 1" thickness -Atli min. density of 1k# per « , cubic feet z �a� r7 C� � A. entire HVAC installation, mr terial and equipment shall z Wl with 1985 state U��lt:, NEPA 90 A and Chapter_ CO ' -- -_ n ` y comply I._ 53 of UMC to 17 Ln Thermostat' to be auto-change o rer with sub-►•ease on--auto- Z C�A� M T Gly off fan switcYi %grid heat-auto-cooling selecscor (thermostat � 00 v � C to be set at 65" for heating and 78' for 000li-4. Fan 0.. C p switch to be in on position during occupied hours). -- Q N t,l 7 0 ASI-Heating & Air.'Coniitioning warrants all parts 90 LO and labor to be free from defects in materials and 4 Ln W vorkmanship for s. period of one year from installation `n I- N z — 0 'fie above warranty covers parts only ifter a period U-1of go days from date of startup unless per preventivemain Q � PL- A tena�,:e has been perfoaecevery 90 days by-a � t FLOOR,, l ii sei*lde te0nician .".� C5 CSA l-K� C,X. D I > %1"T Nca. Job No. .. . ._...M�^-•s t.lit�pr. .,. , wool,„�� ” +: f jj >< / V ,IF 1 IMI► Illllll Illllli X111111 1111111 ;111111 1111111 Ij11111 1111111 111111 111111 1111111 1111111 1111111 1111111 IIIIIII IIIIIII 11111!1 IIll�ll �11III1 1111111 1111111 IIIIIIII1111111 ._ NOTE: IF THIS MICROFILMED I 2 3 4 5- 6 7 8 _ 9 It7 11 — 12 'RAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE (DUALITY Ot THE ORIGINAL DRAW ING. — cE >gz sz �z 9z sz ez ez iz i1a oz s: e, tl 91 sIl bl EI zl II of -6 I9--.-'-..c I9 Is---_, b E z . . 111111111IfIIIIIIIIIIIIIIIInlInlllullnIIIII lllll111111111111U�1111�►_g1�lW�N1WlIB111111III 11111111II III IIII �IIII�II6111111111111111111111!11 UI!IHtI�If1111111�11UI119 III!If II11111111II1�1U111111�11U111111111�Ull�lllllllll�11U11111111!llllll�llll�hlll�!;I!!!!IIIIIIIWII! JUNE 9_� 0 :2 .._,.,w,y�- - _.�.-_+..r- .•..� •-..-sr .�r,/�rlF�Irs .a.... -.-'.��.._-r+.►.. _ _.al�ti.-+w,.. 1