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7533 SW KABLE LANE BLDG 220 I � KEYNOTES : 1 . TRASH ENCLOSURE 2. TRANSFORMER PAD Z 3. CONCRETE SIDEWALK O 4. WALL MOUNTED OUTDOOR LIGHT FIXTURE O in �• ELAND GAPPED !�I?.�cING1 caTAL.L W% n 3 IZ/�►I ''��NTED `�"+MC'Al_ ��I'aNR�-D s�icS►-�. �. a. cep i U) o x 1d t� GENERAL NOTES (� z _ _-- —_-- W — L .— • W Z �o ��r�v�T'b 6PGG� iNPiDE �L11LG11'�a. NU 0Z �.. G.SP�IAi�T PA�/INCy Z"AC. �'EtZ 2 �� •�° GFZL1511EG I�IX:K. Z 0 v W O W I,J O i LY m rn Y � ? 3q l U z't J n d U 0 a." 00. lie CM C4 Cf) f N N SW 72nd AVE. ,i' �'�'' W N 06 CD Cc � CONSTRUCT OR:VEWAY FER CITY STANDARDS N (I5) SPACES OT 9.0' = 136.0" I 30.0' j i ,��- �,/ , , •�" ��--�•-'S.0' 50.0' --- S.0' (4) _('P. @ 112.010.0'(4) SP. @ � UJ J i /r �/ ' 0 I 1 .�P• 9.0' = 36.0' I HC 9.0' = 36.0 0 9'01, 27.0' �� 0 m a ��p I d i 9. /��' i`.� �� •��� -' _—_ to Io _-- 4 _ 3 SDI n zio rE — I� Z w J 0; BUILDING 218 / o; w �- FIN. FLR. ELEV. 152.0' -J ui Ln BUILDING 220 -� o FIN. FLR. ELEV. 153.0' - Gd g-.:.•� '-rill` \ \ � 1 - �, �� I It crT N Qt ---Ak i�V-D —02 Cy 76.0' O 1 0 DP . ) 1 0 \ \ / CD CD LD cA'RTI,ANO, uR�C Ln — 0PO L0 � - - - - � - - -�. - -• - - C•'L S 0'20' 16"E 1087:00' - -- - - - - \ DATE: 9_15- DRAWN BY: 89 - - - - - --- - - - ---- - ----r - -*-- - _ - - -- - - _ --- -- —-- ------------ -- -—- ----- _-.._ - - - - -- - - - - ------ - — 30.0' TRACK EASEMENT DRA MGV BK CHECKED BY: zz Ftp,I REVISIONS: CITY 13F TIGIAMj l No R�y(st oN�a Approved........................................................... .[• C 1 TH I- S-44 EC-T Conditionally Approved........... ........................... .1 t: I� Ie-!-�j ;! . No F•EVIS1 oN5 For only the work p•n Qesr�ibed tC� R yLfJ -l ?1-Y a SEI t.�e T SPERMIT No; _ TUALATIN VALLEY FIRE MARSHAL OFFICE 4 - I �, (�.E V 15ED eo letter ro:Fn!lov�.............................................. .( I: -nl poR. PrrlvMtr Attnch APPROVED . . . . . . . . . ❑ . Job Addr6en `:53.3,ScaJ r h CONDITIONALLY APPROVED. . . . APPROVAL OF PLANS IS NOT AN APPROVAL�3OF I Qyl Date: / OMISSIONS on OVERS10MT� -' to- SEE ATTR D ER. . . . . . . . . . .� ��1 5. 7�- SITEPLAN 1LL N&JXAMINER SITE DATA : G 9"D I 1/30" = 1 '-0" _ _ ID '� TON.ALL RIQMS RESEW4D/ES,P.0 LEGAL DESCRIPTION: % COVERAGE �����,�" .L�•._=.�,.. � � AREA: SQUARE FEE T CPI'Y OF T!1ARD THESE DRA/NgP1M ARE THE PRDPERT) OF LOT 5, S.E. 1/4 SECTION 12, F.2S., R.1W., W.M. A Nro M[ N(R TSD 9�E USED OCIATIES. RF.IW/S SITE 202.575.9 (4.65A) Approved M't 92 /. Condltlonldly Apprnvnd. .. ..( j: DI MRfWy P'�E��RipSSio�i+�u/sA nIE CfTY OF TI D, WASHINGTON COUNTY, OREGON my th,Y 1vUrk 8R de ariC BUILDING 60Ir$130 For o ........... ....... LANDSCAPE 30,130.8 PERn.arr NO. _ 2 SHEET l 6.'N. Seo letter to:Follow........................ .. . .. ...............1 J: PARKING Attach............................... ..... .......... I 1: STANDARD 155 Job Address: HANDICAP 4 By, - nate: S D I TOTAL ISI (2.52/1000 SQ. FT. OF BLDG.) BIKE - oF 3 PERMIT NO.. 692020 JC' ,40. `' AS REVISED FOR PERMIT 10- 10-89 f 2 89 39 1 AS FILED FOR BUILDING PERMIT 9 - 15-89 '',;e41�Mrolll111r►tI1hINII1M ,-. r..�.y'.C; .-m...:.,o::,essnwrocw...'�i --'..•'aCtiti.�sknte3�... ::..:aa::...-.:..:-..«.1:_ (k.,.. .�;j� .. __ 1111►�ttlltttl1I111I11rIeftll 11rlrtlllltftll llt1t11 llllitl 11tft>n 1111111 1III111 11111) 1I 11111 1111111 11►1111 111I1I1 II11111 1111111 1111111 1111111 IIIIIII IIIIIII IIIIIIIIIiIII11 �r __ .. NOTE: IF THIS MICROFILMED - 1 ? 3 4 5 6 7 e 9 10 11 12 . !, DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO h THE QUALITY OF THE ORIGINAL. DRAWING. - - Oc Ge 02 L2 9Z SZ h? C 22 13 Oz 61 91 LI 91 SI 1P EI Z 11 01 _6 9 [ 9 S IF E �nr6wlnulnubu11n1llulrhnlhndunbuthrNlm�6tuhr,�r1u111oluulnitltulitm6rufnuluubtulnnitlt;lnnbiylluthntltn►latrinnhnlblultwlludlnlluuluulutliwl�twluulu1du11hnrhtnhntbwuuluu�utlluulnulutt�ulufuh _. _ kl APRIL 1991 ... -7777P, f77,w­v7!','T ,. _:. .... .. ...: .:� '�.,....I ,, n,�,. 1"F'^ 1 fC• m,"q '7 V 1 fl 41 �'-R�7Rm'A117.^�71i�•'"esA'� ... _. .,., :�, ,. I � • �"'RY5 ..z.�+l�m mp�. ,,�,,;T..I� I�,,:Rq.�s'.-.,-'y� .Enti.:.. .. ...:... N - _ .. ... 06 U " In FmW Fm CL C, Q CY C� LC 'w W u F- W ,- L L1 O Q F I� rd U �0 Z W q W fn I Q o Yco w LY CO Q I � <C4 V1 Q QL1 F- -T cy, �O w0 Od N co cm N SW 72nd AVE. CD� N -- - --- - - -- --- - - Z Od 0 co Cr 155 153 154 W cm Z O _ J C'3UH} ,s 501 Lu a: a: 0 Cama Z 15 1.431.9 15 I.01 Oct I51.5� L I Z BUILDING 218 _ W Qi FIN. FLR. ELEV. 152.0' -1 / m cc L15Z,- Cn t52. 9 �-�" ,/ � ♦ '� ��\ BUILDING 220 FIN. FLR. ELEV. 153.0' \ / _ ch 14-8.4 F 148.0 / �' I�a9• e/ 1 48.8 146.6 1 48.3 . ♦♦�♦ / �a 'ice \ ti I4B.Ei L-147. 8 147.6 e Z \aa� 14e.E3 , ' I a s. 0505 _ tt \50 "I\ �\ I47. lo 141.8 147. fe I47. lo -- - - -- - - - --- - - \♦ \� 148.0 148.b148.0 148.4 + `fir 147.2 tl47.°1 14'7.4 I Q� r y� ia. o DATE: e~� \ \ 30.0' TRACK EASEMENT 9-15-89 DRAWN BY: MGV BK 61 K L E G E N D CHECKED BY: 151-=�Q--� PROPOSED SPOT ELEVATIONS S: I REVISIONS: CNSIONS: 9-t5 e9 PROPOSED CONTOUR LINES X53 - z SEE 1-064 � -ze-89 3, Ny 1LEvlllj"m: PROPOSED CATCH BASIN ® 11-1-11= !E0,-c ' PROPOSED MANHOLES p rvo RE111'SI��iV+ hl CLQ Y 5, No RSI.T146 -AT, 1µ1s ® MAMENZIE/WM t ASSOCLATES.P.C. 1968.ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF IU�W IN N 0 BE U 1Y�R y S PRIOR WRITTEN PrH THE ERYIA�110N OF 4/SA SHEET GRADING SITE G NG PLAN SD 2 2 ZRSD 4 SET I 5D-ZZ 40 GRD 'mw 1130" = 1 '-�J" 9-2e•011 OF SD2 5D2 TB P'FRMr r NO,, 892020 AS REVISED FOR PERMIT 10- 10-89 JOB No.TB P289391 2 OF 11 ,.: }; 1 ► III 1111 I I 1 1 1 1 I 1 I I 1 1 1 111 1 1 1 1 1 1 Illil 111 111 1 1 1 1111 111 111 111 111 111 111 111 .11 III III 111 111 111 11 X111 1111111 1111111 1111111 1111111111'1111 `!�� ,r Ml11 � 11 , 1111111111111 1111111 � I ( I X1111 I I I I I I I I I ) I I I ( I I � I ( �'�.. NOTE: 1 F TH IS M ICROF I LMED �' 1 2 3 4 5 8 T A >d 10 11 _-1= DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL I DRAWING. OE 62 BZ a 9Z S2 to Ea as la OZ 61 91 LI 91 SI til EI al II 01 6 6 1 6 S Ip E Z I'"�"" . �►uluulnn6nlhn1lnuhullHRlnHInNIunllmhnlludhn�Illalnnlrublhluulul11up11u11unh1ulnlrluu�uuh�,l�Ilnlbo nl�minlrhn111nlbwlluduuluulllulu111uu�Wlluullluhmhudnuhlubul�III�UIWIIIUI�III�uulllulull�IWIu1I _. 0 APRIL 11 1991 h' a.'n 1. ,.FI"f iYn�uA!•' I � 1 J - Z O 0 SUN . w Moslem � Q 4 0 0 W r W - W o 0 2 t'-,rn N U conown _5oz zo 0 a �wp W (n LJ �0U) Yw U 3p�Q z FN Q �w- cn 4 S _E a rry C) p0 o a oav EXISTING 6" 51TE LA-fEACL �- A DE R'(VERIFY LOE'�i ION AND DEPTH PR TO CON STKUCZN C4 SW 72nd AVE. - , / / U) RIM 150.0 / @ IIro nor. 0 CO \E. 148.0 N ;i'oi0o I E. 142,E I Z oZ 2 ZKS V 'L �/ \ '��� 1 � Z 50-3 -7 0000,00 uj a: :, / / �''' /r''/ / ••••,,N.e••,''e••'',• 00a: o 0000 0I.E. 1 44. 35 - RIM 151.5 ••••`•,eN co (O, @ 00 E (o" Ce 4.2 7> I. . 149.5 �� • EXIST. 3(o CSP •''• ' I.E. 147_50 Z ••• co 49 a,• E• I 0 4" 2 7.. CO c0 4" @ 2 7. I E. 150.0 CO J / •�. /� , � C 5 I//- '/• ,•''' co ,',••,�,••'"'� COIJO'S�T"" LJ-6H O :• RROPOf RIM 151.�i � (i�O,i,��•`•� ��� Z 2RSD 3 sD 3 W �L "- - -------- - pP��F�G ��� I.E. 1 4°.5 ,�•o•• 0 r i - RI VIN I �5z.6 SRN / I.E. 14(0, 2s ..�•• co BUILDING 218 1.E� OUT 14-7- 50 147.94 \� :'Som�� I \ s•''''••''/•�,, as• (VER'FY I. OF EXI CIT. ': ,e.•• I.E. 147.7-5 _- SE E SH T. C 1 O F I ---- - Lij K-ACKENZI ENG J06 41.8939 •�. o '��,.a�••• (0" X337. �,�'t (�'' P 1. 00 ! GV -✓3" MJ ■ (o"FLG. TEE WFIN. FLR. ELEV. 152.0' / J % �` ., / O n"8 �,A I E.I50.60 8" MJ PL LIGE (o" FLG9 MJ f!` •' ; / •• ,eN�••'' a A" =: 17. r� I IRSD 2 G >TE YAL_VE Ar THRUST 5LOCK BEGIN 8" WATER -- www CONNEC-i TO EXIST I � W t,e • /� ���R+•wrr�� 0-3 ®" W ATE K I / i� -EXIST. ZO STVRM SD- I \ : ' .\I,E.149.70-- �� \ EASEMENT co I.E. 148.30 q - I _eco •� �, 0 3 3RSD I 2111111 EASEMENT � I SD - 3 • e • 8" MJ«(p"FLG. TEE v1/ 6" FLG.x VJ e''@ 3.37: - -� ��# BVILDING 220 I �D-3 i"� ��� ��27-A9 �� ♦•♦♦ \\ @� =! , MJ GATE VALVE THRUST 15LOC-K \ -� �� •♦•••,••♦ \\ , FIN. FLR. ELEV. 153.0' a, Io_ R_eq / I.E. 151.15 ata STORM F.F. •J • \\ CO �'�r��ene�lw�� �IwweKN�r8";M.j 45° DENP'5 SHT. C-I OF I •O C 11rCC J IN 8" MJx MACKENZIE ENG. ♦••♦• I.E. 149.20_ Z" DW ` , I 1WS0 4- I.E. GV/1FIRUST 6LOCK JUB u Z 6')391 ) `\ ♦4♦ �\ I.E. 1 4(e, �i I ' 2'DW. 2' fPT CROSS I.E. 145.5 SD _3 LE. 145.5 - -_ .-INSTALL FH. 5 \\ ♦•'•♦♦• \ I.E. 142.73 I.E. 14(0. 5 ice. •. , , Al i � A55EMDLY CD \ •• \ _ /t M-_- - _ \ ••• \ INSTALL FH A , , .` , i , -•r ls,w uun,u,fi -' I.E. 146 - \ •♦,0 /---INSTALL �AS5EMDLY (�c \ . V. S 1 g. .S pp�'�'�. co • .n`� �'-�'' ev 1I 9e I 1-,144.05 f ► f / - INSTALL GLOW-OFF 7 1 C b 1•E• 4 •i• �� I.E. 143.00 I1."�p.�q, - I.E. 145.70 I.E. 144• I'3 I - 'INSTALL FN �' -- I. 44,q ISE. 145.1.5 0 tj ASSEMCLY GD - ••, -(°" `�' 11 'TGV ; i CD RIM 150.5 �. 0 e �: \ �+ I LE. 148.5 Co I• /.• �� 15'cflO 1.5 70 I1.' X0. 7 I `:� CC) 12" @0,47• O 10"�O.(o7. _ \ V 8' 59'. G'�c7.47 _ lUl.ie�ee..neeennee nn.e enenunenne , •• •f,1,�e uerneeennreeenneeneeneeeueenneeneneu.nnenueneuneeuneen.eu.eceeeenenuee eeeeenen�.eeeneeeeneeeenenueuenneeueuen�nuene n ee uu ee.eee a.4will eu..en..en.reun.unnu.ee. �e - \ t FM i / (o" Co �� •'�\i l_- -(o'rCo 6 70 (o Cz 19 7., `+ 7'7 -�- I g" (. 0.5 7 I.E E. 14 3. G S �eiewwwwwwww wwwww wwwwwwwwww wwwwwwwwwwwwwwwwwww�w. •ems we,wwawwle�wwwwwwwwwwww�,wwwwwwwwwwrww�iwwwwwwwwww�ewwwwwwel�wwwwww wwwwwwwwwwwwwwwwwwwwwwwwe��iwwwwwwwwwwwwwwww,ra�awww www�ww YIS " - 15 \ (o"-KF. PIPE -- SLOPE_ /GFS C 6 L Cb _ __ L I r (o PEKF. PIPE SLOPE _ - -- Lso- OF WATER LINE , •••. -- tPRovl(JE Po51TIVE RIM 148. 7 � (,," - - \ RIM 148.0 RIM 146, 0 RIM 147.2 RIM 147.4 Ep�iEMEN1 pRAINAGE � _ _ - _ _ _� _ I.E. I47. 7 Z.VG. \ I.E.I•E. 14(0.0 I.E. 14(0. 0 I IRSD I I.E.E. 145.7 I E.146.4 - - �• -�•--T- •••- -\ EXIST. -317 C 5.P (P 1.&, 70 (PEW r �� D/4T L \\• % -� -A9•-bUILTS eY R06EKT E. SV 3 9- 15-89 \ ••.• \\MEYER CONSULTANTS). 30,0' TRACK EASEMENT y�__ °a-16 - gq - - - - -- - _ --- -- _-- - -- - - - .- - - ----- -- - -,- - -T DRAWN BY: -- - - -------- - ---____ -- - --+•--ter----- - ---__- - -.- -- -- ---- - --- - - I IRSD 3 - CONST RUST 60° / INSTALL a"MJ x 8"MJ TEE w/ CONNECT PERF. 2- a" DUTTERFLY VALVES LEGEND MG17 BK (;k SD3 STvRM_MH, Z THRUST P�LOCK CHECKED BY: PIPE TO STORM RIM 150. O --- 9-25-8N SYSTEM, PROVIDE I.E. IN 14!0.0 (�0"-N) PROPOSED + EXI _ E'6ACKFLOW I.E IN 142. 7 (15' -536"-E) TING _ K PREVENTION VALVE , E. 0UT 14?, (0 (3(o"-EXIST) VERIFY munnmunnreeueu A •• REVISIONS: AT POINT OF (SEE SHT C-IOF I MACKENZIE ENG. STORM SEWER •• •••••••• SEE LOU 9-25-69 CONNECTION JOB # 289391) SANITARY SEWER .. sEE LOG --ze-e weer ewe w nlw■ .- S. No REu SA0NS WATER LINE 164t S I-tMT DOMESTIC WATER ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4 '\0 rLE v �1 h nc c CATCH BASIN MANHOLE DOWN,;POUT .p.s. i /.n'ke``1 CLEANOUT ec.o. N:' R Ev FIREHYDRANT MACKERZIE/9A1TO t ASSOCIATES,P.C. IMM,ALL ROM RESERVED THIM DRAWINGS ARE THE PROPERTY OF P0EN21E SARO t ASSOCIATES PC tM S AND IN ANY 0 9 U'SW REP WRrrMN PERMISI;IOF1 OFTM SHEET SD - 3 SITE UTILITY PLAN OF 1/30" = 1 '._0" j AS REVISED FOR PERMIT 10- 10-89 JOB N0. T6 T� _ ('289391 I lien M 111lp 111III11111lilt 11IIIIIIIII1i1111111I1111111III111III11111�1�1�111 1IIItIII Itill 1111Jill lilt(III:IIIIIIIIIIIIIIIIIIII,IIIIIIIIIIII111IIIIIIIII1111111Jill I111�1111111IIIIIIIII1111111'I�II111 3 4 5 8 7 e 9 10 II IQ NOTE: IF THIS MIMFILMEO I ---E•' -` ----� DRAWING IS LESS CLEAR THAN THIS NOT ICL. IT IS DILE TO THF DUALITY OF THE ORIGINAL -- - -_- _ DRAWING' OL 6? ez L2 92 Sz ve 6z zz IE 02 61 1111 tl 91 SI 41 EI zl 11 01 6 6 L 9 S � E z ►llluulnNllullunllolhulllullmalllll1111I1111I1NIIludun{YINInnIM1111111I1111I111ILII(VIIIIIIIIIMI!II11fl11111I1111IIIffI111111U III�NIIIt111111I111111II111Illlili111IlUiI1111I111�1111I1WIU11I1nd11nlnuhlnlllld►u1�IlllluluUlwlluUlflullul�hn� APRIL, 11 1991 ` PLANT LIST —�� 1 TREE TYPE 'A' RED SUNSET MAPLE (AGER RUBRUM) Z11 r•'lIN w�'•L.IP�2 �TE!�-* ' t31 IYERIF� �Iz� iJ/�vJNI IZ` — — TREE TYPE 'B' RED OAK (QUERCUS BOREALIS) 3 I O z TREE TYPE 'C FLOWERING CHERRY (PRUNUS SERRULA) L U w _ o TREE TYPE 'D' DEODAR LEDAN (CEDRUS DEODORA) IU /09 a TREE TYPE 'E' JAP,WFSE MAPLE (ACER PALMAl1JM) o 10 co cr TREE TYPE 'F' JACQUc'MONTII BIRCH (BETULA JACQUEMONTIQ TREE TYPE 'Q HWN CEDAR (TliU.IA PLICATA) Wwo TREE TYPE 'H' VINE MAPLE (AGER CIRC'INATLIM) _W a z REE TYPE 'I' COAST PINE (PINUS CONTORTA) N U L zc TREE TYPE 'J' CHANTICLEER PEAR (PYRI_IS CALLERYANA) c U O TREE TYPE 'K' HINCKI Ct'PRESS (CHAMAECYPARIS) dui QLj m(r� Ln TREE TYPE ' HOLLYWOOD JUNIPER Y co � 0 I_' U a W Ln Q SHRUB TYPE 'AA' DOUBLEFILE VIBURNUM (VIBURNUM Pt ICATUM) I �^ SHRUB TYPE 'BB' PHOTINA (PHOTINIA FRASERI) _ a0 ci Q SHRUB TYPE 'CC ANNUAL COLOR BED a n !n SHRUB TYPE DD' UNIQUE RHODODENDRON (RHODODENDRON VNIQUE") SHRUB TYPE 'EE' FOREST FLAME PIERIS (PIERIS "FOREST FLAME") SHRUB TYPE 'FF' SUN TOLERANT RHODODENDRON SHRUB TYPE 'GG SHADE TOLERANT RHODODENDRON SHRUB TYPE 'HH' ENGLISH " (HEDERA HEL+X....) SHRUB TYPE 'II' BLUE DWARF OR SEMIDWARF RHODODENDRON SHADE TOLERA14T - RAMAPO OR COMPARIBLE PLANING TYPE 'LS' MIX OF: RHODODENDRON, AZALEA, VIBURNUM, ILEX, / 0 COTONEASTER, ANDROMEDA, NAND;N;- / N --' N N CV SW /2nd AVE. / --'� ,�� =' \ W � -- - - - - -- - -- - - --- - -- - - - - -- _ - _ Z 06 LANK j co O --" N A ' at Z Z o- — J uj —� �- (dA ) ��,/ �� •/' GGA_ 0 " C LAWN �� • 4'-0" O.C. ' 000 000000 K C • 4'-0" C 0. GG EE CG O v O A' z O EE ( � O N pPGtF�G RP\�ROP ' 0000 FF 0 A W � C�o�SN�R" ; LS _ EE O T a BUILDING 218 • 4'-0" O.C. 0 a EE - - -- O �J U - / FIN. FLR. ELEV. 152.0' 0 U) / MP O - LAWN A L a � �( j Oo � 2_ Z FF ,j BUILDING �Q • 4'-0" O.C. J FIN. FLR. ELI../. 153.0' O 0 0� �.� �- r�J .�/ f `1..• O \ cl ` / ' AA aBBOo O pp �" OO OO _ r` 0 N2301O 0 oo o0o cvIs wRc�,ps 0 F. 0 0 00O 0 0 A 0 b3 6 0 0 OKLA0 00 vp p O 0 . , ICL a � � -------- ----- -- -_-- - ----- -- ----- - _T of OV�, S 0020' 16"E 1087.00' =\ - - - - -I DATE: 30.0' TRACK EASEMENT DRAWN BY: ------- -- ----- - - - MGV BK CHECKED BY: 61� 1�1 "i 7v �1,A I REVISIONS: L IrfVN 1 rNCr-. '-'• ,dr REv lsf-.�., Li SITE PLAN S, N����i�►�,��� _ 1130 = 1 '-0 MACKENMISWO a ASSOWTES,P c. LEGAL DESCRIP110N: Ton,ALL ROTS RESERVED THESE U ARE THE PROPERr OF LOT 5, S.E. 1/4 SECTION 12, T.25., R.1W., WM. ElS a AssoaATES.PC pji Cn- OF TIGARD, WAS111NGTON COUPfFY, OREGON AR To BE USED OR RE o IM AMI wN+[R ExcET T wgrH n+E w "n PERm§g OF u;sA SHEET L1 OF I JOB NO. PERMIT NO. (392.'.02(l i AS REVISED FOR PERMIT 10- 10—$9 P289391 �► 4 OF 11 AS FILED FOR BUILDING PERMIT 9 - 15-89 w..,«s.s w....,ry-,p•-. ..��.,..u.r...r..rwnM.�+.wr�as.nty - Y.,�•a �_1 n•....,..r.....:.,,. ,...:11 .�,- .,'... i,...�. - .yWNV�Mrai/YYM.M+•tieww...w..wMn+nnrw..+++q%i+ YwW.w.a+iwiMiY-M.-__.a... n 1� ., __ I �11111��II1IIIIIIIIlIl1III1�IIII11111111111I111III11111111JIIIII11111�111111111�I III111IIIII11111I1111111I11t1111I1111111111111jII111111tI111111111;11111 I1111111111I111I111111111tIllll , NOTE.; IF THIS MICROFILMED I 2 t 3 4 � 5 8 7 8 9 10 11 12 M DRAWING IS LESS CLEAR THAN , THIS NOTICE, IT IS DUE TO THE 9UALITY OF THE ORIGINAL q� DRAWING. OE 6Z 9Z a 9Z St ►2 EZ 2Z It Ot 61 9I LI 91 SI ►1 EI ZI ti 01 6 9 L 9 S ► E z I ��llhlllhUllNNhN11HNbmhn1h11IhnllnahlNhulbwllnrhlnlouhuhti111ud1luluulnulltu11r11tut11u1lunlu�ItnlGo utJlnllMttlultlutduullnJnnluuhtnlutduulluuluulllubnllnulnsllunlJw�ul�Auluublu�wJluulnullu�IWhm ' - r APRIL,, i 1 1991 r 1 2 3 4 5 ' 6� 7 8; 9 --- --- -------------- 25'-0" - -- 25=0'__ 1_ " - ---- „ - - - 25'-0" -- - 6'-3" , 12'-6' 6'-J'' 3 T S v _ U vl (!L6 3 rr37\ 4 RF �. AS RF _Ti 1� _ C f 1 TYP. 28'-6" O f \ 1-1 H -- --- - T _ - 1 - - - t t 1 -, -- - r_ AT- -- LLj _ I I I � - 1 I I I I I I I I I I I I I I I I I j F" (,� �L''I CJ� L_ J ` I L_ _J O L__ -J L-- -J L.-_ -J O L_ _ - J_O._ _ ^__ L_ --J A L- L 1 - _ A L_ uj (� 1 60 DD TYP. 'N 'U a X8 0 o W o W (/� W O� I m 01 oD _- co 1 cn N x t,9 e QQ � o -- - - - - - - - - RF U cv 1 Q .. o i I I o - 1 01 I --- ,,� - - I o �I c� oI o� '�� "' I I I r )� I 13 m a �133� CU} a x o 1 I I x x x x x I 1 \ o a fn- aN to rJ N --- -------- -- N / \ 1° ci I� - N u I � I1 SEF. ',RIDS 2-3/ -B FOR FRAMING �! II / 1U mm I A 8'-0" ' 9 10 ?0q 8'-Q" m cc cn Ir m Cr m /'- AT MECHANICA. REENS ! TYP. Cc 13 13 ----- �__ 1� TYP. ALL WALLS 1 � N o f -_ --- -- 13 ! ti rl 1--� I r-- -� r - -� 13 r- -� r- -� r-- -� r- ---� r- r- --� W I I I I I I I I I I I I I I i I I I I I 1 I I I Z 011 (� - -F =F-- L _ - { { { - - 1 ( I I I 0 ® L__ _J 10 L.. _J L_ _J L- _J L_ _J O L J O I L _J O J O L_ _JO L__ -Jin\ O 13 m 0 Z 0 Q OZ .S W 0 F- 10aoa ! ! v w r m .r Lj m r m m �* m v m m m L_ _.j U M r7 rj r\, r\j Q A 6 CJ to C3 A 0 0 0 0 l o z Z 0 m Z m Z m ` m z cn 7 m m m 7 u J J .1 J 0 lj i� 4 �^ C) c9 c� c� 2S 29 _ 21 � - - 2- "SR 3 a. 13 MR I.ECTRIC ROOM 18 Ix 22 N �' 1� 17 30 O 10 r- -� TYf r- -� r- -n r- -� r- -� r- -� r- _:� i-- -i a 0 I I I I 1 I I 1 1 1 I I 4 �f I I - _ - - - t - - - - I + �- _- - + _ +_ _� _ -_.-� �_.-.�__-__� _..! U. _ 9 L_ _J L_ _J © L_ --J ;-OB t3� L_ _J O L_ _J O L _J� L J O 20 L _JO O �O L- MA MA 3~ /VG\� o 9 SIM, MA 3 �I o 4 34 16 1 2 _ , \' v v \v N i i i i ev i i i i i i i i i i i i i i .tvi i i � i i i i \"3 M r, �'.�(N �r(jy _ � / / �• /�� C C WP C N � m w m m � ! / / / / ! / / / / / / / / /m/ / / / / / / / a� �' 10) TYP. TYP. NP. t r - N N N N N i N r- -- CTU WOOD" AT&ID I o o x a oo x 'cpx ! !0 � o ( o Iq `� to � Ig JJ / / JJJ / / / / / / / / / / ( A/ / / / / / \loo I i;/ N N Ul I / I N II N N "' I 1 (f'J, t. or ^ CICS` O m a 28 1 S/ m/ �/ JJJ / J / ® C tlt" l)�` m 4 m m m m m c� MR c� �A-v. c� o / / / 10 / / / / / / / / �/ / / / / / i DATE: © 0 it .: 9-15-P3 n n 1010 14. �\ 12 l �� c -7 k\ °. / / / / / // w� / / / / / \\ T BM _ DRAWN BY: > > C r\�a / / < /�/ / / 26'-10 3/4" K o- < < - T/BM �. J �v 24 TVP. TVP. CHECKED BY: 44 v T BM \26' 10 3/4" �o. 15 / / �ti i 6 35 'BI1►�1� / " TYP. ROOF C C C / -y \ 26 -7 5 8 33 'o. n.P �- / / b \ 18 26 LEVEL, GRID 'D' REVISIONS: 1^ b __ C 2 - { '� -- d ,d --- C r- --� r- - ��- - I. No Rf VtstoNS r -I i r- --� 25 /- I I I I I I - I I Typ, $2 I I I I I I I I pl I 28'-6" T"m SFt�T ! i ---- - __ - I 6, I - { - { _ _-- -T- -T- - - _r_ ;tT- - ,T�r -�-- -r - r-- -r---- I r-- i-_ - Z_-N0 ILEv ISI«rS I/ I _- t I IQA I I I j__ I I T BM { 5" z4-r' I s,, s„I -i"--- I s I L- _J I I ""H shIE6T r� 27 TVP. . i Q I i �s v L_ -J L_ .�_J L ___J L ___J L __J � __J L_ _ ---L-� _ .`�-_ _ J 3. � (gyp T I I O I I T BM G T BM �' t BM A �-�( A - � 26'-7 5/8" OA T BM 2Q 7 0 3 4.e LEDGER �_- _ / - 39 29 25 17 9 40 28 26 17 i l Cl dY " --� 6 RF { I _ +'ILT 28'-6" o I I 26'-10 3/4" 26'-7 5/8" 26'-4 1/2" C C C C C C C L C C 27 28 41 T 9 2 26'-7 5/8 C Trp. MAS TYP. _ F 01 1 of lo-c'm-b9 26'-4 1/2 AS Al r b9 FLOOR /FOUNDATION /ROOF FRAMING PLAN 31 �.-tNl�, ® _j 11 4 f�AI ;:�, No �EUTHc� I�I I I 37,500 SQ. FT 1/8" 1 '-�" __ - L_JL KEYNOTES: Cr^ 11 --;„- 1� I I A1 6w io-o 1 1 10-14-b 1. ANODIZED ALUMINUM STOREFRONT TYP. 15. 1 1/4" STANDARD PIPE RAIL uAMMI/119M &I ASWWTEs.F c A 2. 9' x 10' OHD DOCK-HIGH 16. 5" CONCRETE SLAB OVER 6" MIN. CCMPACTED ROCK BASE ALL I4Is RcSr 4D 3. 10' x 11' OHD DRIVE-IN 17. CONSTRUCTION JOINT AT NUMBERED GRID LINES 711ElE ARE iNE PROP[RT/OF 4. 12' x 14' OHO DRIVE-IN IB. CONTROL JOINT AT 12'-6" 0/C MAX. EXCEPT AT NUMBERED GRIDS MS ARM Pc 0 ROOF NAIL !'JG SCHEDULE _ 5. 8" DIAMETER DOWNSPOUT 19. FILLER STRIP w� - 6. 8" DIAMETER PIPE COLUMN OR T,S.7 X 7 X 1/4 20. 2'-0" X 2'-0" COLUMN BLOCKOUT TYP. FOOTING SCHEDULE "Am a u/r'A OD 1. TYP. ROOF NAILING - 8d NAILS AT 6" O.C. T AT PANFI_ EDGES AND 12" O.C. AT INTERIOR 7, 2 x 4 DF. ►t 1 SUBPURLIN 21. SIMPSON SA36 AT EA. PURLIN .0 PURLIN ON GRID x,3,9 do 10 SHEET AT 2'-0" O.C. W/SIMPSON F24N E.A. END SEE OTL. 4/RF T LONGITUDINAL TRANSVERSE 8. 2 1/2 x 16 1/2 GL. BM, PURLINS 22. 2'-6" x 3'-0" ROOF HATCH MARK LENGTH WIDTH DEPTH REMARKS 2. ROOF NAILING AT SHADED AREAS - 8d NAILS AT 8'-0" C. W�SIMPSON HWU 2.616.5 EA END 23. 2x TOP P W/3 8" DIA. x 8" LONG SPIKE AT 2'-0" O.C. _ REINFORCING REINFORpN[; AT 4" O.C. AT PANEL EDGES AND 12" O.C. 9. 2 x 6 OF. i SUBPUR INS AT 2'-0" O.C. 24. 2 x 12 AT 16(' O.C. W/3/4" PLYWOOD AT INTERIOR �j " " " AT ROOF SCREENS ONLY W/SIMPSUN F26N EA ENO 25. P.T. 4 x 12 W/3/4" DIA. P.B. AT 16" O.C. STAGGER A 6'-6 6 6 1 2 (6) #S EA. WAY _ „ 10. 3 118 x 18 GL. BM. TOP do BOTTOM, TYP. AT SPANDREL PANELS AND ELEC. RM. CEILINGAl 3. (2) ROWS OF 8d NAILS AT 4" O.C. FOR FIRST PURLIN AT ROOF SCREEN 26. P.T. 4 x 6 W,/3/4" DIA. P.B. AT 48" O.C. ® 5'-6" 5'-6" 1'-,0" (5) 5-EA. WA _ - - 8'--0" OF GL. BM. TYP. ONLY W/SIMPSON Hh83 EA END 11. 1 2" OSB BOARD 27. SIMPSON LTT19 AT 48 O.C. W/3/4 DIA. P.B. TO PANEL 0 4'-6" 4'-6" 1'--0" J4) #5 EA. WA / 28. 6 x 6 W i.4 x W1.4 WWM AT WEST END OF BUILDING ONLY - - - ------ -- - 0 4. AT 2x TOP PLATE, USE SIMPSON N20A 12. BUILT-UP ROOF 2n. 2 x 4 AT 16" O.0 W/5/8" GYP, BU. lA 4'-0" 2'-0" 1'-O" (4) 1�5 (3) 5 4" O.C. STAGGERED 13. MECHANICAL SCREEN . y _ OF , 14. LINE OF ROOF ABOVE SIDE AND 2 x 12 JOISTS AT 16" O.C. CONT. 1'-6" 1'-0" 2 4 CONT. JOB N0. m 30. SIMPSON VB--10 BRACE TYP. (2) LOCATIONS F',CH COL. © ( ) M - r_ T 7- 31. 5 1/2" THICK CONCRETE PANEL AT TRASH Fl tOSURE - - --- 0 32. PIA co0C e�J�LlfiRns AS F%TVISED FOR PERMIT 16- 10-89 f-�F,f:,l`111 NO. 139^ij�?r1 ROOF f`JAILIf�G PLAN P7_�9391 -- -- AS FILED FOR BUILDING PERMIT 9- 15--89 a I1111111111111- " I I IM 1•1 I 111 I l�l(I III 111 I fi,f„I,.,I,.'.....,L i I I I L.'.I I.I"III I I If 1 I 11�I I I I!I 1 I I III 11 I III III I L I I III I t I III I I 1 1 I 111 i•. .,. ,.. �..". ...., ,.,. ,»M,. , _ _ . _. ....�"'�. . p •,!1lI1II { VIII ( 11 I j1 ( IIIIIIpIII III I I I I I I ( I 1 1 ) 1 1 1 I 1 1 1 I'I,IIIIIIIIIIIIIIIIIIfIll11 `1 2 - 3 4 _ 5 6 7 8 9 I'0 I I 12 NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN + THIS wOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING. OE a7, 92 [2 9Z S2 f2 E2 22 IZ OZ 61 61 LI 91 SI trI EI 21 11 QI -6 9 [ 9 S ► E 2 *was" �IIInnlnullullnuLmhmlmlhndnnhm{nffln►Ihmluulunlllnl+�nlnuhulimlluuhullunlm►Innlnnlnufltf�Iuuhuflnffllfell►11IIufi,fufllltlluitlfl6llfflllnUlffUlfU4lylilU11I1uIIm1IINIhuIIfN111wI�Ilulf,ulullluulnululfllWlul� " APRIL 1199- 1- I 1 A 4 D KEYNOTE—S: ��Y __-_____ ____________ _.___. I 0 r - YP. TYP. T;PLATE 1. PAINED CONCRETE TYP. � w -- -- -- - - — 2. ANODIZED ALUMINUM STOREFRONT SYSTEM. I" p - 3. 4" REVEAL - ---- - ___ .� Q 7 4. FLASHING � 5. OVERFLOW SCUPPER AND DOWNSPOUT _ C 6. LINE OF FUTURE OPENING o N W) `i 7. CENTERLINE OF PANEL JCINT � Z a 8. "V" GROOVE REVEAL - SEE WALL SECTIONS _ 9. H.M.000R AND FRAME W w o 1 ) 10. OVERHEAD DOOR TYP 11. OPAQUE TRANSOM PANEL GLASS < Z Ln rn FLIT 13. ROOF 12 DOCK BUMPERS W < z N,EZ -- -- 23 N 11 `�° 14. CONCRETE TRASH ENCLOSURE j 00 LrlIre. co' 4 G •�;yLJ, f���-„ ._f++P-� z 0 � wO s z u j I Cy- I I I MA 4 0.n I \* I I I ���- >m MA `x °� °' v � e I � I I I 99 , I V Q 0 MA I -- I I � I I ( I Ia _ 10 < 4 I I I MA T \ MA w O r 0 7�StAB Y oa�-LI 8 L-.---J L..----J L J L----J r NORTH ELEVATION 1/8.1 = 1 '- o„ Y a: 4 a it 1 cl) N N 1'2 RF 1'0” TYP. 112" z N Q� — - - --_ - ---- _ -- -- - _ � :3 _ f O I I I to rrRRz — z V FUTURE MEZZANINE = 0 _Z J 8) - __ _ __ _ -- ----- - - ----------- -- - - -- --- -- -- -- - - ---- -- -- -- -- --- - -- -- - - - _ _--- - e --- 0 �"- � L1J J X X5 0 �' la Oma. L. r-----�-TS—S LAB - - _ F.T2, r— r- ------ L _ ---.-J O L J J OZ + 2 � EAST ELEVATION z p A 0 e 4 1'0" TYP. ui-- ui 10 11 9 .- --- ----- � -- r-------- 33 —` 02301 In ENNIS H. WOODSOno .'; _ __ • . V • r — ----—-- J,� l�Tih1VFD. N a. L ._--J or ow" SOUTH ELEVATION DATE: 9-15-89 DRAWN BY: BK 1 3 CHECKED BY: WP 13 13 8k/o ow T/PLATE P,A+I REVISIQNS: A Ka 1 aN l�lo U!•6l L 12 - 2 T'EN S faH►' oNs Y-HtS sof. 4 RAI 3. as R+Evlseo 04 FAIL I ItM,r Lh-lb-15� 5. Nb f• \j L TPI Na REV ,�t 6� MA X14 - 2 33 9 I�C _ ---- INIL ALL MOM RESE 40 411111 ROPIXT"OF I I \' as - --- __.r_-- _ Norxuxn�ok Rc Iwo ---- -- o rr 0rq - sI --- - - ------ --------- o o __ _—_ ----- o-- o --- ------- --� __..------- ------_ —_-� IIIWrrat t air/SA�t _ _ — —_—_ __ _._ __ . - _. T/sLAB �c \ M. 12 I SHEET � -- - L- - J J L -_ _J L __ _. 1 L ._ .._ J L �.__.. ' L __.-.---J L-..-__.-J L .--J L--.-__J L _ _J L___ --_- J L.-- T - I n1 A2 WEST ELEVATION 1/8" 1 '- 0" OF 71 JOB NO. 1'EF'MI'r NO.. �� ,, ,, AS REVISED FOR PERMIT 10- 10-89 P289391 e, Cl F' 1 :1 AS FILED FOR BUILDING PERMIT 9-- 15--89 _ . ,. >I �'I 111 III 111 111 111 1,1 111 I I 1 I I 1111 111 I 1 I 1 III 111 1'(1111 111 III III III Ilr Ijl I,I I I t 111 1 I 1 I,1 III 111 I t III I,I III 111 t I III 1,1 III t,l 111 SII t,t C,1 tll :! ( 2 3 4 5 8 7 A 9 10 11 12 M NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE GRIGINAL -_ - ---- DRAWING. pE 62 92 :.I2 92 S1I2 U2 EZ 22 18 OZ 61 91 11 91 SI bl EI ZI 11 01 6 9 1 9 'S-- �-•l �►II�IIIIIIIII�IIIIIIIII�IItllnitluulllll�IIIIIIIIIl111111111�1iNINllhtulm►�1t11111111111111111�11Ui11111�I11111111�1UII1111�tlIiI11,If(illillUI�I111i1N1I�111t111t1�ti11{IIII�III�IIIIIIIIIIIIIII'!II�U11�Ij11�111�111►IIIII�IIIIIIIII�IIII,IWIH81f111111II�IW�!l�llll�lllllllll�Il);I�III' w APRIL 11 1991 } KEYNOTES: 1. ANODIZED ALUMINUM STOREFRONT TYPICAL 23. SIMPSON SA36 AT EA. PURLIN TO PURLIN AT GRID 11 2. 9' x 10' OHD DOCK-HIGH SEE DTL. 4/RF --- 3. 10' x I V CHO DRIVE-IN 24. 2 X 4 AT 16" 0/,C WITH 5/8" GYPSUM BOARD Eke-I SIDE WALL AND 2 x 1� CEILING JOISI� AT 4. 12' x 14' OHD DRIVE-IN . 16" O.C. WITH 5/8" GYPSUM BOARD AT E301-TOM AND 5/8" SHEATH-G. ON TOP l 5. 6" DIAMETER STEEL PIPE COLUMN TYPICAL 25. 2x TOP P W/3/8" DIA. x 8' LONG SPIKE' A, 2'-0" D.C. JYP. ALL WALLS 6. CONCRETE T1LT-UP PANEL TYPICAL 5 1/2" TYPICAL 26. 2 x 12 Ai 16" O.C. W/3/4" PLYWOOD 7. SPANDREL ABOVE 27. P.T. 4 x 12 W/3/4" DIA. P.B. AT 16" O.C. STAGGER 8. 2 1 2 x 16 1/2 GLU-I.AM TOP & BOTTOM, TYP. AT SPANDREL PANELS Z PURLIN • 8'-0" O.C. TYPICAL W/SIMPSON HWU 2.6 16.5 EA. END 28. P.T. 4 x 6 W/3/4" DIA. P.B. AT 48" U.C. 9, 2 x 4 DF. #1 SUBPURLINS 29. SIM"SON LTT19 AT 48" O.C. W/3/4" DIA. P.B. TO PANEL U n • 2'-0" O.C. TYPICAL W/SIMPSON F24N EA, END 30, 6 x 6 W1.4 x W1.4 WWM ~ W 10, ROOF SHEATHING , 1/2" OSB 80ARD �� 11, BUILT--JP ROOF 31. 2'-6" x 3'-0" ROOF HATCH �- a 3 12, 3 1/8 x 18 GLU-LAM PURLIN AT ROOF SCREEN ONLY W/SIMP. HHi-i; [A END 3..4.9 ' x. ODD PURLIN BAY O 13. 2 x 6 DF. i SUBPURLINS OHD (n • 2'-0" O.C. AT ROOF SCREEN ONLY Wj-It.!P. F26N EA. END 34. LADDER w 14. MECHANICA.. S';2EEN 35. CENTERLINE OF WALL / CENIERLAE OF 4 x 10 D.F. #2 DRAG STRUT z 15. 1 1/4" STANDARD PIPE RAIL TYPICAL 36. 4 x 10 D.F. #2 DRAG STRUT, SEE DTL. 13 'RF SIMP. HUG 410 AT EA CL. PURLIN \ W ` w 16. LINE OF ROOF ABOVE 37. SIMPSON HD EA. SIDE OF 4 X 10 D.F. #z DRAG STRUT, w U 1 7. ROOF DRAIN WITH PROTECTIVE PLATE, SEE DETAIL '7 EA. SIDE OF GLU-LAM PLIRLIN, SEE DTL. 12 RF Z X 38. SIMPSON HD5 EA SIDE OF 4 x 10 DRAG UT, Q z U) 18. S" CONCRETE SLAB OVER 6" MIN. COMPACTED ROCK BASE W Z 19. CONSTRUCTION JOINT AT NUMBERED GRID LINES EA SIDE OF CLU-LAM PURLIN, SEE DTL. 12 RF 39• (2) ROWS 8d NAILS AT 6" 0/C TYPICAL AT X 10 DRAG STRUT z 20. CONTROL JOINT AT 12'-6" 0/C MAX. EXCEPT NUMBERED GRIDS /�/ �� Q 40. 8" CONCRETE PANELS AT DOCK AREA ONLY N V j O 21 . FILLER STRIP Z r1 n- x 8 22. 2'-0" X 2'-0" COLUMN BLOCKOUT 41. 1 1�4" C?IAMkfER PIPE H4NDRA/L BOTH SIDES TYPICAL, V uwo EXTEND 6" BEYOND TREAD AT WALL BOTH SIDES 42. 6" DIAMETER C�iNC RETE 80L LARD W � Ln Q O 0) 3. co uj LO 3� I Q � F_ O _j F- �cU 1 Z 3 4 4.1 5 7 8 9 l u> 1 1 i 2r ad Q oa��1 T�� - -- --- - > ', ' 0"2 - dki- TYP. (4) EQ. SP. = 23'-0" Typ. � 6'_3" 12'-6" 6'-3" IYF. (4) EQ. SP = ?.1'-10" TYP. EQ. EQ. a: 2'-2" 3 EQ. SPA= --- - 0 7 _ - - !� 5 1 a 16-10" TYP. RF RF 7 1 CD N 33 I T/PL 2Y _ DOOR /- uj Tf Ml 73'-0' � � _�� o1aD a r- ,-�, ( 1 I .. C5_"�_Y -1 I _ I ° r r' ac tt z �, --- - - -- t I I I _ _� - -J 11 �� II -{ I L � D m Q L OL O O ( r I r p ,A °oil M�M N I I I I o W 0 zoz J C'S D F- - W J a: ;rte � � _ s O s I Cr 5 O r - r--- 33 --1 , RF r -, .r I RF 'IF <B> -----t- I r i I Rr-�fn;--Tmol I. J I I / ) I L- 1 - _ I O L- -J (b l �JII l/12 n Q 38 5 P •- -- -T - 21 � 25 x 1 x SEE GRI S 5-6/A-C FOR AMING TYP. C C c 32 AT MECHANICAL SCREENS 1 �3 2 C� �8 �. <,kN; 22 ° (�IC4414 ° mC 1B 3 36 37 4F - - RP 4 J I15 8 ----- 13 ``J- 5 RF N } 16 42 ^ C C c C I _ _ __�-- & 1 � ) 18 23 � �Ic, I - T2 - - TYP. c C OID C t / C;RID 11 r' �"17 - -, r-' � �- -� r , NP. GRID r----, (-� �� I -I - r - I I I I 1 I - 11 & 121 a: I I �- --( - -�-� -- ---- - - - - I -- 44A+, -t _� } - -i^ - I = 8 rn I I 14 - I _ -�-- I . �el I I I _� I I I I I ` I I O . --- � I L _J r � L _J L_ _J L_ _J _J <V O J I � I I L__ -.J - cn 3 7 36 � J _ _�_�__` J -- 13 0 co <N J - - - - - - - - - - -- - - - - -- - -- - -- - LL ll 12 I RF 1.3 � � -�A� r� 12 8 �8 36 kF-.j i 8'0" T M A � '1.j6 38 N _ 34 MA B �4�f• If I r p c � I I I / / / / / / / / / / / / / / / / / / / / / / / O + �. 1 o Q O 1 10 a�� B 1 �o L Y-1 EMN1S ��co L_ _J r'I c� / � N / / / / / / ♦ / / ! / / / / / ' / / / / / / $ / / ,o N MR N7301 11 / / / / / / / / / / / / / / / / / / / / / / / / II = 31 - ------- -- -- cl - --- m - I / / / / / / �3 / / / / / / / / / / / / / / / m It `� / / / rqI � ELECTRIC , U1>4' � StM! f. SEE GRIDS 5-6 A-C FOR FRAMING MA o• / � o / \D. 12 I r 27) DATE: AT MECHANICAL SCREENS N 0 T / 'I / / ^ G ^ L 9-15-89 �^ \? �r/. / \> / / : / / / / / t / / / / / / / / / / / / N. 71'-r /�� / > 24 DRAWN BY: o / / / ! / / / / , / / / , / / / tY �� < MGV BK Oc 3ono 0 26 T 71'-t 1• TL� 1?'p CHECKED BY: i - i-� 43 moo. ✓1 / / ! / / / / / / / / / ._ 041� / / / / / / / / / / / / / / / / / / / / 40) 18 \� 28 �i GRID -D' aeo t7 �k. S:CT/!11 2r-r T/e01 71 3` r40T/N1 71-r ""--02 2 2 _ C -, REVISIONS: - - - _ -- -, r- --� 0>m D r,.- ,'._ \� - --�1� �--� _L L / / / / / / / / / / / %/ ►4 � '� _i �% r- r I D I I I I I I �_`/ 41 �° s. I I I I _ I / { / / ./ / / / / / / / i i/ ; I I �- �_ I I-- -- --� C C Tµ1 1.�1.1T. - _-� _ _ _ r- fi - --•-1-- _ --- -_.61ro p L -J I r I --- --T-- -- rII �� l� '- = I I - I 42I _ I / _ _J T/eY 7t'� 1 I I 9RCV - .I O T Zr-•D" I - -J T/eY 71'-T Y --- J L---- 17 2 .-J L�-_ _ J L_ -J 7 C L- - -J D C- D A ® OA C 17Q � 0 7 V ZO 7 L Ej � 4xe LEDGER C !+. A`.. ® v _ �- •- ': _. �-- T/NI 7T-1 � 1(7 GRID D 0 C6Y _.... 16 - _ (6 C MR RF Mt I'Ef�M . �� 6 . 19 28 25 17 9 a11D D TAN 71'-r F 39 I ( 26 40 TTP. RF T/R Z!-0` I 34 2 j TYP, AT GRID D -_ 3 �'- G R F C C C CL oleo D C C rrP ABOVE TYP. WAD D �,�Y C C AT SPANDREL 27 28 `F-+rW� C rYP• 1410 4. I -I -'-�9 --% 2 E-C PYP. It7-�;j -09 ONLY c C _ q1�..__. 4 ;r ti, r NbfJ T11w�h��T r FLOOR /FOUNDATION /ROOF FRAMING PLAN 22,500 SQ. FT. 1/8" = 1 '-0" �1 1 FOOTING SCHEDULE SIS`�'1� W40 o ERr OF LONGITUDINAL TRANSVERSE M rH TAE OR R. 0 A -- MARK LENGTH WIDTH DEPTH REMARKS MAN r /SA TM'E REINFORCING REINFORCING ui� - - Q 6'-6" 6'-E" V-2" (6) #5 EA, WAY SHEET ��- NAILING SCHEDULE ® 5'-6" 5'-6" 1'-0" (5) ®5 EA WAY c, _ 1. ROOF NAILING AT SIiA�EU ARFA -- ,_ ,� ,_ V-011 ---� -- - - (�- 19d NAILS AT 4" OC i,7 PANEL © 4 6 4 6" (4) #5 EA. WAY - -- -- _- ---- A 3 EDGES, 12" OC AT It7FRIOR 2. TYP. ROOF NAILING - ® 41-011 2'--0" t'-0" (4) 5_._ (_3) ' 8d NNLS AT 6" OC AT PANEL _- EDGES, 12" OC AT INTERIOR 39 3. \HIL t,I VVWOD OR OSB HOARD TO GL. BM. W/(2) ROWS OF 8d AT 4" O.C. FOR FIRST 8'-0" OF GL. BM. FROM EDGE OF ROOF, T(P. ALL GL. BMS. OF 4. NAI'_ PLYWOOD OR OSB BOARD TO 2x TOP PLATE W/SIMPSON N26A AT 4" O.C. STAGGERED JOB N0. AS REVISED FOR PERMIT 10- 10-89 1'''L:.f�'hi:f.T PdJ. £a92ii21�1 a ROOF NAILING PLAN AS FILED FOR BUILDING PERMIT 9- 15-89 P289391 -- _�:.......:..... :.. _,..._.........yuyi.,......_.. .�r.�._ �- �IIIIII�{IIIIIIII1111111{IIIIIII�,I111IIIIIIIIII�II11111{111IIIII�III1�{IIIII(,�III,IIIIII1111 IlliJill llltllllllllllll{IIIIII111111111{IIIIIIII1111111{111111 ( I I { I I I I I I I I 1 I 1 7 8 9 10 I I 12 NDTE: IF THIS MICROFIIMFO DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT I5 DUE TO THF gUALITY OF TFi ORIGINAL --------------- DRAWING. OE AZ 9Z 12 92 S2 fpZ E2 ZZ It OZ 61 91 LI 91 SI 1p Cl 21 II 01 d 9 L 9 51-- .10, E1•.- 2 1"""• ,N1hN11nNIINIInniNNllu111nIhIn11111b1ulnNhlubulll111{Iu1111N{11Nh1i111u11u11I11ub1111u11�11�1h1111n111nu1111l11111hu Ilnllirn{mthlnhul�uuI1111{nlllunll111In11�1I1III1111{uuhluhNlh►111111111111hwIU1biU1lu1ll1III11111411uI11111►uN1�111111� ' APRIL1991 11 8 41 KEYNOTE: •�,. . 1,01 ,Ip l fl T/PLATt t. PAINTED CONCRETE 7YP. - 2. ANODIZED A-UMINL 1M STOREFRONT S157EM. O 3. 4" REVEAL4. FLASHIW 5. OVERFLOW SCUPPER AND DOWNSPOUT � �" X :r 6. LINE OF FUTURE OPENING CENTERLINE OF PANEL. JOINT V� 7 8. "V" GROOVE REVEAL - SEE DETAILS (n 1— `J �* NA -p. N 10. OVERHEAD DOOR � W �-- 9. H.M.DOOR AND FRAME ? f_ OPAQUE11. 12. DOCKKBUMPER OM PANEL GLASS W q ------------ - - -- I MR TYP. 13. ROOF SLOPE 14. DOWNSPOUT WITH PROTECTNE PLATE z I ► � I I 6 lv°pIAMr3.T I LL_ Z 15. D 0 6 1 33 2 _7`-T - Z cw p TYP. F I I NA , uj �n moan T/SL.AB F- 3 z L__ _-J L -J L-___-J I / L._ I N 1 S � (��� NORTH ELEVATION - 1/8" 1 '- o" 12 < 8 4. 1 1 -0 S Y ,.p.. �.2.. TYVP. TYP. ,Q - ,� CDN - --- -- • (1jO m �. 0 Lm N � I I F __ T SLAB - z -r'--- _ !T _ - z L---J l_ 1 L- . . 1 L .- _- J L_._.- J L-_--J L__-._J L - J � p O I � j EAST ELEVATION 0 01"_ 1�'8�� = 1 '- 0" 1"_w a: A 0 m d. 8 r2F 4 co 1 ! 0 3 - - --- > MA TYF W - ..: SOUTH ELEVATION 4 �1 T/PLATE - — — -_ - — _ — -- - - -- -- - -- -- - - - --- - -- - - - - -- - IS 301 ' I 5 �+ RTIfl i V 5 05 - � Or ��,.. DATE: 1 t ( J 9-15-89 - T - _.. DRAWN BY: NR --- MGV BK z 33 9 I I CHECKED 8f: - BK MA C ' TJK �I-- / - --- - � -- —. - - � - -- -- -- - - ----- --- - - -- - - --- --- - - - - --.._._. .- - - - --- T�S�- REVISION5: �`y � RE HIS 5 Fat ,9 �r�, I� �I 0 � 1 Nl T ��IT 7 RE N15 -,H 15)! ! � J L J L 1 LJ Car--\/1_F Fr�p E .M IT to/lo% _ ,q•• to- I G-e WEST ELEVATION A "`' �'�qI,' 1v ® ISM ALL MWS Er&D7ES.P.C. IKS 2 AW TW p t19[DI r 0 i NE MM1RN Or Y511 SHEET A4 OF JOB NO. PERMIT NO. 892.12„ AS REVISED FOR PERMIT 10- 10-89 AS FILED FOR BUILDINGLDING PERMIT 9- 15-89 P289391 .«....r.na1►••w.+•+�• wvl�wwa++w.r>.._.._.. .. .-_+.....«w...... ......_�.�..........wN �_ /�.+�� ., � '_..__ � L, - . _ .. ._ - {11i1► 111 111 11 1 111 111 111 111 111 111 111 111 III 111 111 111111') 111 III 1111111 11 1 1/1111111 11 1 111 1111111 11 1 111 (111111 (111111 1 111 1 1 1 1 III 11111 1111111111111h ':' + , ( 2 3 4 5 6 7 6 9 10 _ II 12 M NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. 11 is DUE To THF QUALITY OF THE ORIGINAL — DRAWING. 0E 62 9Z a 92 SZ IZ EZ ZZ IZ OZ 61 91 LI 91 91 Irl EI 21 II 01 6 9 L 9 S 1p E30 Z I„•'� d111111111111h111111111111111111hU1(IIIIIIIIIIII111N11(IIIIhH111IUhINIII11h1111111111111111111111J{111111111{II�IIIIU11111111111111JIIIII(1111 IIII�INII►III(1111111111111111111{II11111111111111111{1UlllluluulnulunLlullmhlubw�wlltulnuluulullluulnulnlllwubn, APRIL 11 1991 s C D 31 / RF � Q `. 39 31 32 1 KEYNOTES : T/PLATE - - _ _- \ILA V_ T/PLATE - - --�) T/PLATE 1. FLASHING, TYP. ---- _ .p 2. CONCRETE RSH7 A6 TILT-LIP & A7 FOR PANEL, EINFORCIING P (� I �\ / d /� _ 1 3. 2 1/2 x 16 1/2 GL, PURLIN I C9 31 32 I , AT s'-o" O.C. 32 4. B.U. ROOF, TYP. n L • ,� 5. 2 x TOP PLATE W/3/8" DW. x 8" SPIKE4 •�o _ __- '�0 / 6. ANODIZED ALUMINUM STOREFRON F SYSTEM FYP. 0 z \ 10 / 7. SLOPED SILL 0 �? t 8. FUTURE MEZZANINE F_�Lr'ca. 21?3 v 1-4 L;f U w ----- � I 9. CONCRETE INFILL PANEL - SEE SHT. to a _ O_ i0 34 A6 dt A7 FOR REINFORCING � 3/�„ Int - - I \ \ 10. P.T. 4 xx 60LEDGER W/3/4" DIA. P.B. Q O �� a { - - ------ �- .11 ,- ' I AND REINFORCING ,�..� 11. FOOLING SEE FOUNDATION PLAN FOR SIZE w - 20 t i �. RF 1 _ 12. CONCREFE SPANDREL, PAINTED GL. BMS. v 2 " O.C. STAGGER TOP BOTTOM f"" ir N LN to 0 5 4 1,32 31 13 P.T. 4 x 12 LEDGER W 3/4" DIA. P.B. AT LLJ -__ SEE DTL. 7/RF 1 � ' . - 14, 18 10 AT 16" O.C. W SIMPSON L8210 AT ? vI r `2 J I I T/PLA"E \�/ 4 LEDGER / � z 5 1�2" - o -- -- !/ � ¢ _ -_ 0 15. 3/4" CHAMFER, IYP. ' , 0 0 16. FACE OF WALL BEYOND N v 5 5 O o I o. 20 I I --- 17. DOOR ARMOR - SEE DTL. 33/C V I I 18. 5" CONCRETE SLAB z z a - BEYOND - SEE I I S I �) GRANULAR MATERIAL" FREE INING COMPACT EO W (n LL1 m O 4) rn . DTL. 6/RF �° 5 1/2" I I f I 19. L3 x 3 x 3/8 x DOOR WIDTH W/1/2" DIA. E_ ;0 -' I ° I Nx 4" NELSON STUDS AT 1'-0" O.0 (ALT. Q �� uj Q cV N I I 1 2C. GL.xBEAM A7 1'-0"20-0"- Q 0)X �12 j 0 �� 2.1. #4 AT 2'-0" O.C. � o Q O � - Q P 40 I I 22. CONCRETE WALL PANEL SEE N SHT. A6 do A7 FOR REINFORCING - 1- 1 1� I 23. CONN. 'B' EA. END EA. PANEL TYP. 24. CONN. 'D' EA. END EA. PANEL TYP. 0 25. PILASTER o I o I I 26. THICKENED SLAB EDGE 2� I N 27. FOOTING BEYOND ` I 28. 3 112 16 GA. METAL STUDS • 2'-0" O.C. BEYOND - SEE I l 0 o I 29 SPAINTEDTERIOR GYP. SHEATHING, Y DTL. 7/RF a �I /L 30. 1 112" METAL FURRING a: 31. ROOF SHEATHING - SEE FRAMING PLANS �o I 32. 2 x 4 AT 24" O.C. W/F24N AT FA. F"40 Q N 0 23 I 1 34. REVEAL, SEE ELEVATIONS FOR OTHER N LOCATIONS vPP. HAND I is f� I w l I 35, 4 CONTINUOUS o I 10 3/4" 36, 4 AT 24" O.C. c0�3-� CO^ o N 1 a fo I 37. VERHEAD DOOR - SEE PLAN FOR SIZE �/f y� _i---------- Q / 25 �'A `-_34 I FOR LOCATION W � � � 38. 6 x 6 W 1.4 x W 1.4 WWM - SEE PLAN 39. R-11 BATT INSULATION V 0 2" BEYOND C SEE to I 1 10 Q I 40. PROVIDE SUPPORT AS REOV. FOR OHO TRACK Z f" • C4 cc N ._ to --- ---- - -_ O O a I i I --{>] �_ z C!3 I � MA 14 I 4l:�j N o - z Q -- - -- -- --------- c 01 22 Z J A►-1 E,ZZANIN E. � � c C� --- 8 �z -- -� - - - - ._. I, .0 Q 1 oPP. IND W j CC M f N N 0 _. OPP. HAND �- _ _ � -- 1 Oma. I 37 0 ' \ r c u 1 C _ I \ "a_ -w -*r..l �L. - - 1 ,� 16 M ---/28) -_ /2�� / N V/ 30 , 11 z 0 016 U c a + io R 1 O w I o a. Lu I 17 O W / Q �✓ I I 33 I ---- .o - o 0 4)t��E� ASC f� N I 17 �L,' M^aei J I P A- r)N%D, .ENtA;; Wfn1O�13 M - 5 1/2" Mt 35 36 3N 19 _ I {� 36 18 d - N10 DATE: SL E I 1 T/SLAB I I . � I SLO _ ( TLAB - - --- - I u - ------- -- 0-15-89 --- - ---- - _ --- - ---- ---- - - - - -� ==___ = --- -- - - --- - -- - - - ---- ��S - '- DRAWN BY: FIN. GRADE - - ' •x x -„ '-r"-�-x-- �< _ fix- x-- ___ x. -_x_- _� -FIN. E •• • - III i I -I i, SK 11= I T f I��I l"I _ �I 17;i I==� =1 I I-1TI-I f�=-1 11==1 I I i= o 0 CHECKED BY; - - - N /L11 7-1-1- " ( , i_________ T _________; -_- -_ 6�1p2w 15 I _I I I- 1 1 0 ♦ RA 1 REVISIONS: ' O \ T T_ L____-_--__ -_--_ _-_ -__.J ' r_�?12 � "wil Ship l• No R-EV hcolvr 21 _J 1 1 I In U U 1 22 3 „ i 3•(tea 2EUIs��ncS �� THIS SH „ � '� CLR­ CLR CLR $ - FIN. 23 -- 26 7 --'t- CLR 3 TYP TYP GRADE ------- - - - TYP TYP 6" WIN. 1/ \ _ I hI I hI I I W - -- --- ._.._ I•' F1� �I V rr �_ ----- 5 ` r T/FTG. ---i l i ' I-l_�-I I -1 I I _.I I I �fT- ,o..,ALL�N,s I� -. ---- -- -- SUMD W - - - CLR, A AIO m�wtn �rj� WHE �_-_-- • �t wwnfTtCNN w a PR,oI1 N sero aP�u/s� tNE WALL SECTION -- BLD ' G . 218 2 WALL_ SECTION 3 \A' ALL SECTI.ON 4 WALL SECTION - 3LD ' G . 2. 20 SHEET A 5 3;4" - I'-0" A 5 c 3, 4" I'-0 A 5 r- 3/4" = V-0" A 5 �� STOREFRONT PANEL (w ., P ,4NDR , L I DOCK �� ON GRADE OVERHEAD ® STOREFRONT PANEL 3/4" = 1'-a" WALL DOOR A5 OF 7 JOB NO. AS REVISED FOR PERMIT 10- 10-89 P2893�11 - AS FILED FOR BUILDING PERMIT 9- 15--$9 - ,..,. ..w:>..y,W�.wiil9� .. .. s..n.wr.w.a+,r,. ... .,: .... .. -.....,e.,,.:»•., +.w:....r,•-.•......,w.:.M,,.r....n�.«.... .. ., , ...,,.m•n..... ..:.,: ••••� ,..-......a.....,.... ..w......r. +...M.»....a+..nw..-s -.:.,_,_..__.. ....__,ter„s,ir...._. _ _... ... _.. ��1�I�1t1111IIlIlt111�1�1�1tllllltltit�tlt�tlllt1111111111111t1tltltltillltl111111tIIIIIIIII11(II;111111111111tIII11111�1111111�II11111�1111111I111111111111111�1111111111111111111111111t11111 2 3 4 5 6 7 8 9 10 II 12 M NOTE: If THIS MICRUFILMEU - DRAWING IS LESS CLEAR THAN , THIS NOTICE, 1T IS DUE FO 1HF QUALITY OF THE ORIGINAL DRAWING. -_ . -- - 91r1•e OE 82 92 L2 92 52 02 E? ZZ IZ OZ 6t 91 LI 91 SI bl E1 ZI II 01 S ! L 9 S � E 2 1 ,,,duldwlluuh,NlN„had.,Nluul+nllnnhttduN6Hd1N,h,�,L.„hlllitulhu111utlttuluulunhnlluulludwdtii�hn111ullut�latJnnluuhulluululdu111uldwllulduu�uuluuLullNnhuthmluubul�►�nuluubwlwlhtulnulnu��Wlu1t ` APRIL 11991 1 ..R!T•,r,m-^T r.,•..w>,;.r .r,. ^n_,. .p','.. ..�.....-t n,.,,.r.,�o...,...�.r. _.., _. '.d•::"r:'^'�;;..�. @'A;.. r i.^Y`: .. .... ,.:�? .. _ .:. ... .... KEYNOTES 1 . (2) #5 @ PANEL EDGE TYP. EXTEND 2'0" BEYOND ( -NING. R D 2. (3) ars @12" 0.C. EA. FACE --- - 3. 44 @ 12" O.C. EA. WAY @ C OF PANEL s � 4. (8) a5. EA. FACE, EQUALLY SPACED O*R�6'2"� SIM. ` " H SIM. 3 B 2 A t B SIM. S. (7) aS EA. FACE. EQUALLY SPACED OVER 3'0'� Y N } ( 6 1 "2" THICK > 1!2" THICK 5 1!2" THICK , 6. (7) #5 EA. FACE, EQUALLY SPACED OVER S'0" - 6 1!2" TH1LK 6 1/" THICK 6 1,�' THICK T/P_ATF V __ / (2) 5. EXTEND ACRGSS FULL WIDTH OF PANEL ("n--- - _- ------ -r1 I rnrr"_--- r- - t J1- -- Q, a4 2'0" @ 24" O.C.. WALL. PANEL r0 STAIR ON (�•;rIDE � a � 15 I I III III 1111111 IIII , OR SLAB ON GRADE � � 1 III 1 { { 1111111 \J '11111 20"� Q p 1 I g, 2 as to. FACE S DOWELS PER PAN -- �.. TH r--_---_--._ III 2 I I I I I I I I►I 11111111 G. r 4) ++5 @EDGE OF PANEI `SEE &L 20/C FOR7: 14 - 1I VIII�4-�� 1 1 { 1 1 1 1 1q 13 16 i I TYP. I I I III ; ; IIIIIIII `JJ �-I� I I I I I I f I 11 . (3) #7 EA. FACE AT PANEL #7 & 16, SEE DTL. 24/C FOR REINF. LENK.-iTH •� W r1 12I I ( I III H T-1 rt 12. FIRST TIE ABOVE OR BELOW EDGE OF OPENING w q L----.-----„---_--� L-----__-----_--J III 1111111 - III 1 1 1 1 1 _ �- 0 (N III 13 (3) u5 EA. FACE, EMBED A MIN. OF 9” INTO PILASTER F-I. 11 I Iii1111111 3 1111111 { ? w N 19 1 1 2 III Y I 14 t MbED "G s..-,...,., v TL-.ENt G , Q a z 1 z3 H }�� I I IIIIIIIIII IIIIIIII !r, .f'- _ Z �� (D2 I I I Im11 1 f Irtt11 w � o .c N O ,� a� _ { 1 I I I I I 1 i I IIII 1 I i I a. -- --..._—�,._--.— _—__—__— — III 15. (3) 03 TIES @ 2" O.C. d TOP d BOTTOM OF PILASTER z O U r- -� r------ -� 1 1111111111 � IIIIIIII Lilo 16. EDGE OF CURRENT OR FUTURE JPENING Z X 1, 12 22 1 III 1 I 1 1 i I I I (111111 1 1 1 1 1 1 1 II 17. PROVIDE STD. HOOK ON HEADLR HORIZ. RE:NF., EXTEND W X m O M { ., p�� 20 I I ( 16 TYP . I I I I { l _ I__ 1--I,1 1111111 III 1 I I if HOF?IZ. REINF. 9" MIN. BEYOND EDGE OF OPENING Y w 18 1 I I I I I III IIIIIIIIII IIIIIIII 3 Z4 ^, 2 19. 3 TIES AT G12' O.C. J N � Lc� - 21 � I i I I III I IIIIIIIIII IIIIIIII Q wlnaN I I L--------------J L---- -- --J I I --� 3 nEs Al' Iq..D.0 _ _____ III I IIIIIIII 1 1 1 1 1 1 ~ o -- -�. 11 I 24 I I I I _ 1 III I IIIIIIII 1 I I ! IIII -~ Lo III I ( I I I I I I III IIII T/SLAB -t 5 U.C. EA WAY ,1 � O c C @ PANEL 7 A IG - I -L -- _-- _- �- - _- - -- _ -_ -__ -- _ - ( 22. 2 x}(4113'0" P1lATER TO GRADE SLAB DOWELS co Q ' - T> >- TYP. AT ' ' PI PILASTERS w < \_�i 5) 3" - 1 T/F'OOTiNG � i, '� 23. Eh''1P�G7 ��F� r 16.F B7 3'40006 2S. 26. NORTH ELEVATION {� '2'-- 28. J., 29. Y 30. NOTE:1,SEE ELEVATIONS FOR PANEL REVEAL LOCATIONS. _ _ - A I ,,51 11. cn cm 16 H r 11 H v/ SIM. 1s H IM. 12 H SIM. SIM. tD r1 ,IM. 9 H SIM. 8 H 7 H THICK 5 1.12" THICK 1/2" THICK L 1 ' "' rHIGK 5 1/2" THICK S 1/2" THICK 1/2" THICK' S 1/2" THICK S 1/2" THICK S 1%2" THICK' T//PLATE W W T-- __.__ __ Z . FNM r— -------------i r— ------------n r— ------------i r — -----i r— -- --------- r— -- ---------� ---__ — 0 I I I I I I ( — I I I I �— I o 16 TYP. I I 16 TYP. I I 16 TYP. 1 I 16 TYP. i I 16) TYP. ( 1 16 TYP. 1 ------------ I I ------------ I I ------------ I I ------------ 1 I ----------•--- I I ------------ I - ------- ---- (� Z L- _J L- -J L_ _J L- _J L- _J L- -J ED OZ I cp J c - - - w -j a: i c o a Orn a. -- -- -- �- --�- -- - - -- - -- -- -- -- --- -- --- ..__.- ------- - -- --- -- - - - - -- - T/SLAB T FOOTING = Z 138 K 121! K 4A J SA J 118 K tOB K 3B Y, Bf� K I 7B K 60 h LSB K 4B K I 1A J 38 K 2B K / LLL i 0 F- EAST ELEVATION Q 22 a SIM. 21 H 20 H 19 H 18 H SIM. 11 H W 6 1/2" THICK S 1/2" THICK 5 1/2" THICK S 1/2" THICK _ S 1.'2" THICK S 1/2" THICK J Q r---------------1 r---------------- r- ----------- I r--_-..----------i I - I I I I �� I I I I 16 TYP. I I I '��'� �- 1 I I I I ' 15 / _15'5 23'0" °ANEI.S 58-11013,158 r , L---.---_--�.----J L-----.----.----.-.-J L---_-- --�. -.J C � lZ� �./ 16" 0'__ 10' 21'10"PANELS 1,,28,1 ,128 _ `� 5'0" PANELS 3E,4B,118,118 (, ,J 1 '7 112"@ 1 ul 1. ; Cly 1 '0" @ G2 Cc r---- r--------------1 r-- --------- ----1 r- I ( I I I 16 TYP. tl I oil c8 I I o �� I I I Ill _ 1 III -��- ` I I " �" L---- --------- J L--------------J L--------------J 7 I _- L I-- : o III 1�1 I I 3� ' I , I I I I I I ` � --- -- - - --- -L---- ___-_-_--_--_ 1-- -L------ --- --7-1- ------ 1- -- -- -- --- -- - - ---- - -- - - ~ - 8 r -a- I I III / I 1 sZ DA-NNIS R. �^ ' _ a _ RTLAPI N. 14H K 158 K _. ---- �' -- —J L. -j - -- UL_-- -----� Y J PANELS'2 A 'HRU 48 4'0" K .9�� �! SOUTH ELEVATION - @ PN* G, E1 0f. t)� 3'3 3�'4" PANELS 25,30.35 PANELS 18 THRU 15B DATE: 1/8" = 1 O" @ PNL PANELS 27,32, 37 G2 SIM. 5 1/2" THICK 9�-15-•89 Et E� 8" THICK DRAWN BY: 1 PANELS 26.31,36 1 PANELS 24,29,34 E2 SIM. BK 5 1/2" THICK CHECKED BY: S 1/2" THICK S 1/2" THICK 1/2" THICK S 1/2" THICK S 1 "' THICK 5 1/2" THICK S 1!2" THICK 5 1/2" THICK 5 1/2" THICK 5 1/2" THICK REVISIONS: RAi I, Nom'' 1Z�vr9.1.�fV�S V ,. r r-r T.ri -- - - �-T-r- -1- i As U r�. -- -- ------ ----- -- -- I ( I I I I I I I I I I • '" LL.J IIIIIIII 1 1 1 1 1 1 11 I 1 1 1 1 1 1 1 1*� 1 I p Lh IIIIIIII 1 I I I I I I I I I I I I I I I I F 19 3 j k-14 19 1 0 1 1 / i� SIM, I, 11 1 1 1 1 } 1-E III 1 1 1 1 1 I —1- i ► 1 1 1 1 1 1 4. +-1 + 1 1 1 1 1 1 1 1 29 r_7rt 29 27 1 1 1 1 1 1 1 1 1 1 1 1 11 z '_29 S2810 f�N126 29 C C IIII I i I IIIIIIII C C 5• I�b RSV,THIS a�K P U - I III I III IIII II II \__ ,YP. TYP. . 1 3 II 111111 I I I I 1I 111 1 ` r, Z I 1111111 �� � 11111111 11111111 I l l l l l 20 :- +x u� (I I I I Ik^t- 1 1 1 1 1 1 1 I 1 1 1 1 1 C (.> 6 I 1 1 1 11 I 1 1 1 I I I (.1, IIIIIIII 1 1 1 1 1 1 11 I ® 198C ALL (MOM RESUMM 6 I 8 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 8 III 1 1 1 1 1 n":DRAW"ME,K PROPU 5(OF/ I 1 1 J 1 1 1 1 1 I I ISI yI�IOITMrSA TME �I I IIIIIIII ►Ior To w u T oR 90io --------- ... �_ _�----r--r r—r—.^-r-�•-�'I••��") - - -- -- - --------- -- -- �_..-. -- -('T i- - -. ...... _ - I'i Ir -�-t-'.'.+.t'1".� l l f ---- --- -.- -. - - �-^--- -- .--- -_- -_. ... .- -_-.—.-_...__ __ -- - -_'--_^.-_ --'- --"— MIRiEN P[RMI�►IS' 4 f 5 �Tr SHEET I I I I I I I I �r IIIIIIII IIIIIIII - �- L---- -- ----- ---- ---_L.L 11.L}L - LJ.Li.-L I-I J_-- - - - - -- --4 LJ-}.L_1 0 _..j ' - e ..�.�..-�._ 37 G2 ) 36 Et 1 55 Gt ) 34 E2 l S2 G2 ) S1 E1 3U c,t 1 29 E2 ) 27 G2 26 Et 2.5 G1 24 E2 1�` SIt r _j A, T- 51M. -) / SIM. 1 ;) r / SIM. .,L SIM. - ✓� SIM.�r WEST ELEVATION OF- 7 JOB No. F'GF'hi].T hhJ. E39.'?Ct�i! AS REVISED FOR PERMIT 10- 10-89 P28939 -� — AS FILED FOR BUILDING PERMIT 9 - 15-89L �:� nr- 1 1 MEMO" r ._.........,... ,a.. .,.c..,..rtc+m...x.a..e..nr.. .,.,.-.,..... ._. ... .....,,. _..,... .,,,.. _, ..w.. '�'�'�''�w,.,.,....,R.,..,. _. .-.....u.. .....,. ,,._.....,........�.. ...r�la..w..,..,.n.....w..dAr ArMF+..w,lx...«..,...+abir...................�,... _ _ t--I__ I I I I I I I I I I I L.I I [I I III I I_,n... I I I III II I� I ,� 1 1 111 I I III 1 1 111 ! 1 1 1 1 1 III I I III I I III I I III 1 1 II I I II'I 1 1 III 1 1 II I t III I I III I I III I I III 1 1 Illlllllllll111,II11111111IIIIIIIIIIIIIIIIllll1111111111II ; ° .'.r • ( 2 3 4 5 6 7 8 9 10 II 12 NOTE: IF Ti,IS MICROFILMED DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ _ aw°w � /•r . OE 87. 9? LZ 92 S2 12 E2 Z2 12 OZ BI 91 LI 91 51 Irl c 21 II 01 6 9 1 9 5 b E 2 1 ,lulNuhulLNlhuILllIInIIhNlhulluuhullnNhulhnllllllltlllllllllMflhnlhullunlu�RnlunlnLlh►ulunhu!hnalnulnnlmJnl11n111nnlunluululdul�lluduulunbwll�uluulNnlnuhnlhw6nlhWllr�l�wluullwlwl�ulnulunluulnn ' APRIL 11 1991 �- .-... _KEYNOTES -- - `,---` - — 1 . (2) siS @ PANEL EDGE TYP. EXTEND 2'0" 8EYOND OPENING=. 4c\', No-rstp 1, Au•, - ;,rpc- �R . (oo N,:!1fEG 2. (3) #5 @ 12" O.C. EA. FACE 3. #4 @ 12" O.C. EA. WAY @ C OF PANEL �A 2� `y !✓E �l.ET1r�r'�+ FvRL J"A'-JEI. izEVEi/►l. 4. (8) #5 EA. FACE, EQUALLY SPACED OVERI(p'2'I� S 1/2" THICK" S 1/2" THICK 1 "" TH1Ck 5 1/2" 'NICK L ��fJIN�1�s S. (7) +r5 EA. FACE, EQUALLY SPACED OVER 3'Oh - _ l' '(�� 6. (7) #5 Eq. -F�, EOUAL L Y SPACED OVER SIO" 7 EDGE -, — - - - --- ------ • w - Y r --._--- _ ..r� � . �---- _� = X 8. #4 G 210" D.C.,O FWALLR PANELTOSTAIR ON ;VADE .� n III I I N��.------ I I �, 1 1 I r--- -- -- - — _ 15r �I � -- f �J H� 1 f 1 III I-C2 D (- oR SLAB oN ,RADE 4 oIII Il ' I (tH4 � `---((� PROVIDE A MIN. OF' (3) �0WELS PER PANEL LEG Lo w III III �1 I 3 III 1 U 9. (2) #5 EA. FACE, SEE OTL. 19/C FOR RE I NF. LE'JGTHS FL.t I I _ III N 19 I ! -� ! III II' I 10. (4) #5 @EDGE OF PANEL. SEE D.L. 20/C cr>R P•c 1NF. PLACEMENT CO f r1 19� I1 11 . (2) #7 EA. FACE, SEE DTL. 21/C FOR REINF. LENGTHS `� W L w ` - III --_ - III �, • I I JI I I I ItLJ 12. FIRST TIE ABOVE OR BELOW EDGE OF ENING N 13. (3) #5 EA. FACE, ENAED A MIN. OF 9" INTO PILASTER «t 22 I I, 18 fi PR..VIDE #S STD. HOOK EA. END W Q i4 �I 12 II 1111 III I �y • (1 IIIb( 16 16 III I • I II 14 C 7 1111 14. (3) #5 TOP A BOTTOM. EMBED A MIN. OF 9" INTO PILASTER, j i� Z \-� 24 22 I I I w 4 I `I 1 1 21 I I I III 2 7 PROVIDE tt5 STD. HOOK EA. END V ' n Q� 1 15. (3) #3 TIES @ 2" O.C. A TOP d BOTTOM OF PILASTER Z 0 � 2 W� ti GG III ► cD ! C II III 21 r z t\ C C I I 20 I 16. (3) # 7 EACH FACE SEE DETAIL 24/C FOR REINFORCING LENGTHS UJ U n ' II I' Ifl In Ill l 1 {1 I f m 15 I I II 1 111 I I I • F'NL 3 ! I I II \� '\ 17. (S) #5 EACH FACE EQUALLY SPACED OVER 2'-2" LEG v cr o, & 14 I __ II) _ t/<,rt-A� _ _ 18. (2) #5 EDGE BARS, EXTEND ACROSS FULL WIDTH OF PANELk44i - - N - - ^-..." '��J••' - 0 19. #3 TIES AT 12" O.C. � Q w -`-_-- -- 1� (V IN,Tv� \ �, yZ I ( 21• l2� TI 5SEXTE ACROSS FULL WIDTH Of P/jGlElz• _ v m�o {) �) 1e L F'( Cs c'R -A, iOOu) ^' 1 - NORTH ELEVATION ., 1 ,�t„ ) _ fit•• � � \ �5 "fr-11�_.�--alJc( SNI- =''F �f���1-R-E �- 1� H 13 :� 12 H t to ri 1D J e H SIM. + 5 1/2" THICK 5 1/2" TH!CK 5 1 '2" THICr, > 1;'2" fHICr. 1, 2" THICn 5 1/2" THICK 5 1/2" THICK 1/2' HICK 5 1/2" THICK \ I ` 5 1;'2" THICK 5 1/2" THICK T/� - - - - - - - ------ �- a Il I 15 -ill I 1 15 1-1-+-----i-- -E I I I 111 T � i� III co- II I yrI T III �1`+� I 3 I I III 22 - 19 II 3 III 11 II 111 (i a) O I III II'ILu r I 1 1 -- --- -----"-- - -'- -1 � 1r.-._____-- --- ,I 22 _ I I I I lv I I X14 II 12 II 16 7 11` Id III I I 24 11 _ I 11 1 C rl�� Q �� 20 - - -- - T/F1'%o.' L oe L dA J sA J ee 1 5 7e L v► J 3A J ee L se 46 t 9A J to J 3a ?a L �� � C7 - rIST ELEVATION L1J J � 1/p" = 1 ,- 0" _/ 0 D 15 1e B 17 J SIM. ie H 1s H C6" 0' I Z 5 1/2'' THICK 5 1/2" THICK 5 1/2" THICK 5 1/z (HICK 2" 3 1 w �1 1 '0"1@2G2 1 21'10" PANELS 18,26.108,118 23'0" PANELS 58,128 O TIft 1� 5'0" PANELS 38,48, I I I 1 I 1 1111111 ! I 1 1 !1 1 1 Q 1 ` ----- I '^ _ III -_ 18, - - - 6B,7E,88,9B III 1 1 1 1111111 _ , 4 ! IIII I . I I III ! 0 III 1 III 1111#1-� -4 T111 I I I1 I I o C�l ;- H I 1 i! 3 1 > N I 11!111!1 1 ! 1 1 II I I I I I 1 W I i I ``J III 11!11!1 ��� r I CN I I Hill I ! �; it l.� ! I I o III 1111111111 % I I I IIII I �, L -----1---1 - N Z c _ r-L --- ------ 1I I H4 - - 1 1-I I IT11 I 8fi - 3 I I - -- - --- - --- w I 71 rt I I I IIII I II - ��� 1 1 1 1 1 1 1 1 -__ _ __ - — I - '" III -�G 1 " - y I W `L, TI �� - III _ L___IJ ! 11111 - IIIII 1 I __- __ - --- v III hi \I I I ) 11 ! I -" _-- U�------' I I I III 1111111 I I I I !I 1 I I I I 11111!11 I I 111 I I �, PANELS IA THRU 6A • '4" @'N Lmemo I I I ! I I Ijll �'-' �'J I IIII I S 1/2" THICK I I I 1 I ( I I I I 11 I I I II11 I-�- -- - _— --- El f - - __ -- --_ _ - - 3'3 _l/4" PANELS 21,24,27 PANELS 18 TMPD 128 III - I 1 149 L 11e� E1 ��@8" THICK 5 1/2" THICK U ,23,26 15'0" ,4„ r 15-10" - - . 6,2„ — I PANELS 112"O HICK cc SOUTH ELEVATION 1 1/s" = 1 '-- v" 3S F ?b D 1 2S F 22 D ?S F 1S F 10 C cl� 31 K 30 K Dili] 1/2" THICK S 1/2" THICK 5 1/2" THICK 5 1 THICK S 1/2" THICK y 1/2" THICK 5 1/2" THICK 5 1/2" THICK 5 1/2" THICK 5 1/2" THICK M?301 ENNIS R. WO D' ——— _ -- -- — _ -- -- —-- ———.——.———— I ———. ——...—_..-- 1 ~. n _� Ir _ I I 1 � . III I I I I I I III I I I I�f�� - 3 1 I I { { I I f t-1 + IIIIIIi �f o, uREcoN I ` r ''� I I III IIII �J 1 ~I� I I 111 1 t�-t ill III I 1 1 1 1 1 1_ ze 2s 25 29 I-I-1� c I I I r `l�• .. III I I I ! �r7- 1 1 111 c c to Is I I = I c c 11 1 1 1 1 1 11 1 1 1 { 11 0� (l ITyp' c • �" 2 2 I I _ _� - �� II I I I I I i 3 IIIII 111 DATE: ill H + Ill I I II Illi ---=-_ - _-__ __ _ � � II 111111 II II IIII III III I 3 ( I I I I I It -- - -- -- -- --- I 4--15-89 III III I I IIIII I III III I ( I I I I I I i 27 ill ! IIII I I l I l l I i DRAWN 6Y: III III I 1 1 1 1 ! 1 1 20 c IIIII 6 -�,I L I I 1 1 11 �k 1111111 I 11111 CHECKED BY: 13 I 6 IIII • III � III I I l l t l l l i c z9- 1 1 1 1 1 1 1 1 1 IIIIIII I III U III I8 IIIIIII! _ 1! 1 1 1 1 1 1 / 1 1 1 1 1 1 11 - - 1 1 1 TYP. 1 1 1 I (--" TYP. 1 ! 1 { 1 ! !1 _ 1111 1 1 1 1 1 1 rYP. ! 1 1 1 1 Ill - -- -- — I--. REVISIONS: �`.��., II 11 1 1 1 1 1 III ! III `Cl) tNt� I , hlo Rbvlsl aIv 5. I I I I I I ! I ! I III -- I � 2, NO 'PE.vIsIbNc L- -------------- L11L4Li u1.1.1L1L--- _-- ALJ+L1ti 't1�1'S, S11CL� ( ( l N a FC'II/1 27 0 2e E 24 0 23 E 11e 0 21A E 21 0 10 E '�H1":, SM�C-T lo-10-'7`) NEST' ELEVATION a I mo' � Mt A7 5• rk'. RW,'f�ll5 1 'R' 1 ' 01 (i-NO 004- t1f S AMWENZ1E/(MIO&ASSOCIATES.P.C. © TIM,ALL ROM RESEW40 ARE THE PROPMy(yMOF/� •ASSOC'ATES. PCR[PRO- D Ir N E�EY�HT1{ 1HE PRERIMPON Of 61/SA SHEET A7 OF 7 J08 N0. AS REVISED FOR; PERMIT 10- 10-89 P289391 �'.F'I•li T NO. H92�.t^I.I -- -- AS FILED FOR BUILDING PERMIT 9 - 15-89 11 OF 1.1 Illll illlllllllll�lllllllllllll:Il111111111tII1111111111t11�111)111f1111111IItIIII1111111111 I 11111111111I111111111111111�11111111'Ill 111IIIIIIIIIIIIIIIIII111111111111111I111111111111�11 1 2 3 4 5 6 7 8 9 10 I I 12 T NOTE: IF THIS MICROFILMED '— DRAWING IS LESS CLEAR THAN 11415 NOTICE, IT IS DUE TO THF QUALITY OF Tit ORIGINAL - - -- --- — --- DRAWING. OE 6" 92 LZ 9? S2 IZ EZ ZZ IZ OZ 61 81 LI 91 SI trl fl al It M 6 9 l 9 SI b EI Z la�ur �IlduuhndunhlNLlHllnlhulllluluuhinhuthnlLudun61ldnnlw:Ihnllnu{Imblulnnluul»uhnlln11�w1lui,Ihmllu1111r1�111ntlhntlullhlu�ISldun�luthw�Iwbul�IwWaLulluldluduuhudlwlu�iu�uulwtlwtlltublulnu�uullui j3OX ' APRIL 11 1991