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7500 7550 SW TECH CENTER DRIVE
I - .4. .• ••••4111.111,1M.F.. c • , . , I. 1--- (� I .0 S. W. Tech Center Drive cn LLGG 7 C 1/ ~_ i I I 1 „ 1 I I r 11 I I I I 1 1' d 1 „ 1 /r 8110' 1 J 5 - Co�q. - '`t y O� ___� j -_ _._-. _._.. __ �_ — 6 (ISI ) SPALES c�a -o I'll -o IFS -o r-•o L 25.'?' �Lr'�-� ''� I�"o' ---�IG)SPAc.R:SC� 9-0 e'10-0 ♦ s5. T - - — U ? �G — -_ — - — ------ -- --------- -------------- ------ --- — �7 - - _______ - - - - ------.__--- ---- ------ 3,0�„ hJ - __ - --- - - w ?c �.o op ���ti s ° -0 1231-G._1/2" 2�'-0" r i7 TYP. JN _1 A 2) (-- � - --- — 0 Q ; 2 c) / C) • ••• __—___10, Q • \/> IIIMIIIIIMINMIMIIIIMMI"Mill"...i..IIIMII....1"MMIIImMillii"....IIIIIWr.__.___i J' -641°1 10 :.. • \ $ ------C2 --Th , / /II .1.: '•••••••........••••:•. .•:.•.••:••.•:••,•...• .. ••••..,:„....•::.:.;;::::::::::::::::„..,•::::::.:„..,•:•.:...,• .;.,•.„:::::: : ri"? L 4.1 11 1 \ 019' v/ A ... F i .cr;l'o 13 • p® / 1 oy AGIbi N 'D . Q H a ------; ,to /,,X 40 \ • ,0.. TIS. ► _ /e. o F- • 1 c \ \:,,, ),, M.,0 P,410." s'° Il• • I i 0 ■ • ` _ 4.o�G 0 \ 6' rkr/ ti /Z\ a) , . --__i \ \\y gp 1-r'P ,, . / pi). cis 49/ • 110� � , .: 1: / Ncs / \ � /// • �> P\ ► dJ 0 il ,\/ ��1�(P.NASO / 0 i/ x 0 7,ce, 4, *4 , \IP o., 1-® � � i 2' � S I �: / Building A Building B ♦ \\// g p T ` r II 1 II ,�cwc� Sq.Ft. "I' 1:c• 24• �, I$-o ,� �=o , �'o ° 4 Sq.Ft. ± 1 0s -- -- , I r 1 9 P: 4. ey Oo 1 11 Keynotes I I „,., o 1 1 . EXTRUDED CHR13. SEE DETAIL 1/SD \\72,4,, I o L '«..� • 2. AREA TO FE LANDSCAPED \` - ir Wr ?-(� �„ N/ 3. HANDICAP PARKING STALL AND SIGN / lei 4 5' -0” RADIUS TYPICAL UNLESS NOTED OTHERWISE �C\ - V II I 5. CENTERLINE OF CURB CUT r 6. MAIL BOX LOCATION 7. BICYCLE RIBBON RACK IBI SPACES Q _-- !L 8. RETAINING WALL SEE DETAIL � , - � 9. FACE OF RETAINING WALL TYPICAL > 1 10. 20' -0" RADIUS ,� o,, -— — —/ I , I I. .2I G l.44t• 4 ill 12. D©wNPoU /,% %. D • 3• �I-orx5'-o 'x 9°roNGRETE i'AD Sl43 ' 1-1P (12} \-% 5,, "%. �,� ®, 1 5p 1 so fir. . %, P APPROVED FOk CONSTRUCTION c Legend CITY OF TIGARD 9 = r •Y� �� S(TF ADDRESo 75 kh / , a,.� _1 C. -_ .�� • Q DRIVE-IN DOOR rr� PERMIT NO•_ — ----- DA I L 0 2UI-C I ►. APPROVED FOR CONSTRUCT: —I A DOCK HIGH DOOR Ely- TITLE '-'— — 0;�'1� J1 T-(PIG, I,, a��;z�,9 CITY OF TIC,r;RD C. • i' ?> �s , PER', SITE l�UDf?i:SS_> �, �GJ LL1 TYPE A ASPHALTIC PAVING �'V. .:,,/, ■ — _- • : il L•J • TYPE B ASPHALTIC PAVING • s, • — — T!1LE �_ — 1 N'7iill& gppROVED FOR CONSTRUCTION • n''rt CIN OF TIUF'RD dJ Sept. 28,1 S88 .• a .., Tee .►+ 111‘ :14,5, p TYr D� J9 t� SITE. ADDRESS-_2'�c r.e a.�. - lva...,,� t-•�..,�,� upAwNHt #�MM Pro ect Data 1�. • PERMIT NO._ _---- �. ATITLE I�' - '� APPROVED FOR CONS•I,:,!,; i til ` BY__ - -- ---e . 17 . .., CITY t)F Tl��a,,; • ,�.— -- t , HC CKEC)By I \ \\ TOTAL SITE AREA 243.064 SQ.FT. lYP , f PER0. ___ SITEA[7u;, GM TOTAL BUILDING AREA �ai, 1� SQ.FT.: ` �S s6. '721;#4•7 • '' d �- BY•' TITLE DATEr ,_S ! ..�.L1..�� LANDSCAPE AREA 3I -- - _ REQUIRED 36. 459 SA.FT. 4111.;:. p ..�••••,.�� Limunimmommeinir ` REVISIONS PkOVIDEL 62. 346 a61.1!T. �'t PARKING ----N<> `• REQUIRED 93 SPACES 0 PROVIDED 113 SPACES • STANDARD 84 SPACES �� 11...d - {I a I N T E D COMPACT 26 SPACES 4 HANDICAP 3 SPACES `. `� 6- BUILDING CODE ANALYSIS 'fie OCT 04 ' 3 � Asaocretee 1 )OCCUPANCY B-2 2)CONSTRUCTION TYPE IIIN 2 U Mecksnziei3elto 6 • • 31FULLY SPRINKGERED !dackenzle EnglneennQ lnco►poreW ' - 4/SEPARATION ON THREE SIDES �6p-c' 2� �QII I�'.o" 241-0" ��'•o" ��.d' r _ I MACH F.NZI EISAITO S ASSOCIATES I' N t3 �41 ' (1'r� '� ----- 2`-.--S_4_ _ _ _ - _ 19el,ALL RIGHTS RESERVED • —T 5 5601�9'' I..I -- __� \\ h A Site Plan / . . ,______. LI 4111 1" : 20' -0" ?: V!, [ North i�iti�A,- c�„r- 5,r.y �...�.t APPROVED FOR CONSTRUCTION S D ICITY OF TIGARD L�/a.S'2 TG,,. 1�'C PERMIT NO._ __ SITE ADDRESS?d�3 a.. ;F LEVATIONS ARE BASED UPON THE PUBLISHED ELEVATION PEPM1T NO. 881.852,881951,881954 ;7%e' • e FOR THE AL. CAP MONUMENT FOR STATION 89453.22 — 72nd AVE., 216.32 FEET AND CARRIED TO THE SITE r->EPI1IT NO. 882019. 882021. ■ BY -- TITLE I,i-•ro r JOB NO 2Q8�09 t BY FIELD SURVEY. - — — _ 8 .: 1 OF 13 ....r .. ._.-.AhIII�w•.�>.., ....,,,,,... .�,.,. ...,.., ,....,..,.,»...,In.«,.., ,., IAsrrr•*+�a�*x�Nr;=_ > _...... R Illi1 1 1 1 1 1 1 1 1 1 1I I I 11 1 1 1 I I 1 1 1 1 1 1 1 I'I ( I 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II•I 11 1 1 { 1 1 1 1 1 1 1 1 I III 111 1 1 1 IIIIIIIII1111111I1111111'It11111 , X1 M I111IIIIIII1IIIlIIIIIIIIIIIIIIIII �IIII � IIIIII ) IIIIIIII IIIIII � IIIIIIII 11111 •- NOTE: I F THIS MICROFILMED "-`"- --- • I 2 3 �..+ 4 - —--5 6 __7 _ 8 9 10I 1 1= I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 111E QUALITY OF THE ORIGINAI - DRAWING. - AE BZ 92 LZ 9Z SZ 1Z EZ ZZ 12 0? 61 81 ,LI 91 SI 4I CI ZI 11 01 6 • 1. 9 S•u� 1, E Z I„"~' InII111111ulINNhN1IHnlimin lIm1I1mI1111I11111w1innInnkinl1n1I/111111{IIIHIIIIIlilllli111111111IINII111111111I111111111III111111IIIIII(HIIII1011111IIIIlI11A111I11111IIIIIIl11I111111U1I1111�1111Iu1111111I111111111I1111IIJ11111111IIIIIIIIJ111111111IUIII1111IIIIIIIi0111, • .•, • - APRIL ii 1991 , . . v . • i '_ • ( • r J _., 1. , . 1 l EXISTING SANITARY t • __----_- `_ MH. 0- S KIM 1583 0 O. Z -'------__ .1 / LE. IFS 14 .5 (E-ExIST� • �- I E IN 147 5 (8" S) I- • E7) LE OUT 147. 3 (EXIST) --- - - - -- - - - - --- -- - Q a.. O CUT IN 12"x8' MJ$FL6 TEE ����� w/IZ" B,F. �, 8" MJ BUTTIEKFLY �_�• +�'"""�. f-x151° 65" 'IL' 0.40 '7 8°G 3.40 T. / VALVE 'V/THRUST E LOc 2 - - -- S. W. Tech Center Drive w/� . cONTKAL TOK iiJ -___i�`•��'•�_����...�..�a�� kXI�T.�B" � .v0` � VJ CLEAN EXIST. DITCH / , -- �_ ` 11" al. �1Ir__♦i��-__„,_. N Icy Q •• T- 1 -- .. . 1 ► ILi.i Z Cr) - - - - - - - - - :___�-_- - - - ---- -- X I -- -- - - -- -.. . - ---------- - --- -- - - - 1 m o UQ Lil 1 Q = v)a J FN � ¢ Sipo ........................ nnnnnurur [31110.4• 141.... yy ••••rn"rune G W Q d unr•••r•r•rrn•n.r �nrnur....ruuu.••ururrrr �� II T�pp ` -�-HYI R°AFN GAKesaeLYRE OUTFALL - -- -- -_ __----�----- - I -- -- --- rrr••••rrru••••••••••rrrrrr�rrr.rrunnnr I.E. 150.5 ` "...n..y.r.rrrnnmr.�Y` -14" RIP-RAP 5it5'rL' DEEP •4.• ` I.E. 154.29 LE.153.70 / •••,•• •+•. ` -15" CI.4,07/ ; ItO.00 O •, CO. •• 1 if • I.E. 154. 55 1 LE Ib6.5• ��.,•� �_ _ I C N .... • • • .6 , , 1 o . 0 . \ . Q / 47 '.• •i•• ew . . , \•„,\., . , .Q.s • �o �,o,,•• •c,•••+••� ----9 ' � , W/THRI ST BLOCK 1-���•••• •••••••••.� , \ . \ 48,46/ •• / •• v N• \ t RIM 1105.5 ••° lik •. SANITARY MH. \\ , •� _ i �rI Y, I.E. 1C,3.0 D.S. j1� Q O KIM 1108. ZO ,� 4 '•+` 1•E. IN Ilol.95 (4" S.F•4 S W) \ _� ♦�'' 15' ca 1.(00 70 --J •iy LE.OUT I(o1.75 \\ %%os, • I.E. 1(03.44 C.PJ. 1_ (- -, 1 RIM 167.0 IC CD • (13 `�'< j �\ • .•• U`�LE. 6.25 \ % I' EASEMENT Illuu unr�r...uurIt 1 ` � / ll ••• '1 \ B"C.P�8.79 70 , .• •, / �� 4.. \ , 10" C.P. a". : ((0"PV.0 3.79 �, ■ `,'',' • �/ ^o',*. ,,•,� ���.p0,. �, (8" P.V.C. e 2 7.) I ■ a p \ ♦♦•• •i,.aJ I.E. 15(0.76 4.414,. •% \ ♦ `'` \ % •tom. Q 'e •••� •• / • \ ' I.E. Il<ilo. ;O •, "-!f"'Nn11 INll .................. 1 IIIIIIIIIEEI.. V•♦••� •• �1�� / • 4'%%f�••, \ ';�1" X81' MJ L.t1 FLt C1COS5 r.S ���� •i, , �`� 1 (a' FL6 ■MJ QATE I • • • �F'i`',' •D•••O 15" C.R L.9 1.83370 \ �L'Co MJ kSEND 4"C' ".40-,7,, I.f-. ICo5.00 •♦•• ••., (12" P.V.C. N 1.837.,) ZZ/z` t , , \ � W/7"MUST �LOC�� v \ LE.I(n3.9 • •••,•i7,-.!..i t I. I,E.144.0`• .••• - 3OKPINATE RISEK LOCATION V/ITH Legend LL.t'> \/ �� v5 _ FIRE SPRINKLER 'CONTRACTOR g �� ��' M 1405-=� ••► F D.C. 4"PVC. PUMPER LINE ••••••••�� s • leo •/ \ % .Q I.E.1Co8.55 ••• - --- ,,, IftftBuilding A g- -- _ Building B _ t Existing Water •, I.E.LE. 19e.1o � ►`ERc. .. - c'jass�e °.IC. "!" --- 77111".' , - F . F . ELEV . 1 7 1 . 5 0 `�'',� •+ �:� mu ��YyyMAhEouumnu"ulimnmwl wumu"ulnnEo�umum ulL� I24mupwnmluluaulNumal .WALL MOUNTED P�ACKFLOW FREVENTERProposed Fire Service ■in F. F. ELEV . 1 7 0 . 0 0 •Existing Storm •. r 15' cP01.837;. �.�,. ._ . _ '•. �2" PV; 1.830 �••.•l Z" OW •,• r ,uglpau'N'"u''nla�'llKunlU�, i. z PER OSH.D. �ZEQUIREMEtvTS CO Proposed Storm �� �= =�� ,....•••""4-PVC PUMF''f� ' `'', nuNl"Ou:11.74g.7.1%.14:1141171: \ &"MJ k 2"I PT CROSS Existing Sanitary ""' --�r�����♦♦' Wlnn 'nuc.�u"un \ �ql 5` WATER METERS 0.. • g u„1. H P,ST r- .- I.7 3 1, _ 1�����/ �"uaWA1Vi Z' DW rr��Il >� , SIZE PER 1"IGA D������� • Ate' .• ••• `�� j :Proposed Sanitary COOr'..glNATE RZISER LOCATION.ITH---- ' �� a""""O"� �1111111,1ti1 ' ••+ •••••r • F /J AY OR DA cl,,;,,Tal,n ♦ • •.H• \ �-CITY OF TIGARD STU � }I��''O •+!•• �� FIRE HYDRANT / 3 = V FIRE SPRINKLEFZ CONTRACTOR o �""""" ` ��• • / ASSEMP�LY4 �" i � `sp,ua,,,, �E'Nt \ �,�' / •+•• f'L.UG Cleanout oco \ •♦ •,/ • , Catch Basin alt _ `'''%, ♦` LE. t 56.4 I •••,� Fire Hydrant '-#-' WALL MOUNTED BACKFLOW -- 4" C 1.007, Ir PREVENTER PER O.S.H.D. ` �� P.S. �'r� I.E. 199.27 /elk as s REQUIREMENTS ''., /. t-4,(*(). •, 2'" Domestic Water 111111111111.1111111,111111 I IIIIIn!111111111 `. . '` % ,•I, I •iml S , •mEl i / - .N..• .. , . ,\ \,„,,,,,, \ I.E. 163.9 �' �) �'•. " C_____.--I I \ sir j •,••, /--(180:: 1 H" P.C. ( I.:4•7•) L L I 0,_:.,,.. o 3.!o z3.6..6-3. = ' • • I \ ,, '%*0.:•:***„,. to" - 3."30 7. / " •i :,:u f I1e50 ��� °�����• ••O-JLE. 159.7°1 •.... • •�', •,•�• / rrr,rrrrr•rrrP.' • Imo, _ °o� RIM 165.5 �••� •, I.E. 160.03 ' I.E. ((03.0 "%'. ••,•/, / (o"e 2.4,z7„ di u CCI , 1.'% el C.Q. +•i� '��.11 Lf I,c4. °f0 '�� • ,i . lr \\':' %,.��,'' Co" ( 1.7 3°70 *go?•• 4,1A/ Pte'►! `; 8" LZD 7. E. I64.46 I +••+• I.I I�'., 11 1 '', 3. ...•••�T XCk r - /E. Ib3.5 U5 sl • - U�TF 'r ,n" 1.73 -I Sept. 28, 1988 ® 1-... I.E.. IPA \ I�H.50 �i+,� c.o, G. KLIE�i � I . !. \ :�I CHECR�D BY �- D.LARSON 1 1 REVISIONS i .�, ■ RINTED • � RIM I(n3.0 / \ ar. IF.. IG 1.15 --] - ecllen=!eI Ito i Ass T' tes Mac enzie Engineering inculporata4 ' bili- 0711 _ _ _ . --.. _ ---- ----_ _- -- _-- - -_ MACkLN1iE,SAiTO I ASSOCIATEb PC E?77VJ -----(4)-:/ Ir.r,ALE RIGHTS NESERVEO PI,P) f t -) A ,� - SAI ANO ARE NOT TO rE USED ON REPRO ,NESE UNANIhUS A.It ME PAUPER', J. Site0 Utility Plan MACKEN11E 9A i0'r ASSOCIATES PC IM -- - 10q WR1'irt EN EgMi39 ON OEM 91�M THE I I • - 1 20 "� SHEET North `\ SD3 L-,, 9191,.:1.„1991954 F'Ef't1t'T NC). 391.95'2.,,. 3IIF rRIhI r NCI. E30"_Ji.9, .182'1''1 • "�N" 288409 OF r1 drommemiummismomnimmanniMMIllish. 411111111.1. ‘1111111111 _,.a •r.;r,.,r..:...rum , • I I'ilIIllllillIilIlI111IIIIIIIII11111111■IIIIII,IIIiIl111IIIItItIIIIIII h II,II'IIIIIIIIIIIIIIIII 11111111I11111111111111111j11111M1111R11111111111111111111111111111111111111111111■11111111111111 y,II ' J r .. 2 3 5 6 7 _ _ A 9 _ NOI0 II _ 12 TE: IF TH.S MICROFILMED DRAWING IS LESS CLEAR THAN 1 1 THIS NOTICE, IT IS DUE TO . . THF QUALITY OF Pt ORIGINAI ---- DRAW I NG, tA. 0¢ 62 82' LZ 92 SZ b2 EZ 22 12 02 61 91 LI 91 SI b1 EI 21 ii dl i- • [ 9 s • E 2 1""1,a.' 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' MALKENZg=--T- 1_44.6, ILA, SA AND AIRE NOT OBE USED OR REPtHO LIT✓ �..�c/ 1. --- --- ORDWRA E+NPERAIBSIONOE1 9AN THE 40 Landscape Plan � 1 � r p�� I 1" : 20'-0 ' \ SHEET • _JD 2 North _-_-_ , ty, ,,- L1 ,.:+ PERM i T NO. 081852, 881951 ,8'91 954 — • \ OF FERMI'f r.Jf]. 88:111.9, 8F324 :.1 -I --- ----�I 4 OF 1" 288409 sr .. •^6 A`�w+..�, *..,...xr�_:.,.,,e,,,,,, ..,.ww.w�..., ....w....,«r,l.,«•.,.,.,uw,x,,,. w,+lwww.MNBp1y/N1fy,•I*i * 1, 3 - . A �S.V ,. . �..,,.;..., ' I Ill'II1IIIIIII11111IIIIIIIIIIJIiiviii 111I111I1III111IlI i lilliilll'j1r oli IItIIIIIIIIIIIIII IIIIIIIIIIIII111III111III'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII111 " ' I 2 3 4 5 6 7 8 9 10 11 12 !. NOTE• I I THIS MICROFILMED i.- ....-.--' — —.---._ - - -- ----- ---— - --+ter DRAWING IS LESS CLEAR 1HAN •• ' 1 THIS NOTInE, IT IE DUE TO i TNF %LALITY OF THE ORIGINAI DRAW!MI _ ._.. - — r.. OE 62 92 12 92 SZ 42 EZ 22 12 of tof 01 LI 91 II 41 CI 21 II 01 6 9 t 9 S .E� 4 E 2 13.ULN ' '' IM1111111111111111111111111111111111111111111111111111IIIIINIIIIMMISuN1111111111111:111111111111001111111111IIIIlI11IIIIII1IIIIIII1IIIIIIIIIIIIII1IJMOIMIIIIIIIIIIIIII1IIIIIt1111IM111111II111IW1111111111tIIIIlIc11111111I1111II 1/111111.14.1111111IIIIlU1P/1111111I1IIN111111IIIN ' ' r. APRIL ij 1991 .6. 4, :• TIM — _ • • ..�.r A...I.aov 7 1 • I. 1 ..4 0 4> .,r.,C)1-Oil <> <> <7.,› ' - 9._ CIO hAYs 6 Z ' -c/ - - I • SUN a_ o� ° • . Keynotes cn -- _ - • -- - - - - - - - I + I 1 . CONCRETE FILLER STRIP. SLAB REINFORCING UJ ' ;• I CONTINUOUS THROUGH JOINT WHEN TOP OF , z u,N ' o FOOTING IS 2'-0" OR MORE BELOW TOP OF SLAB. 11-1 er, Z Ch 2. 5" CONCRETE SLAB ON GRADE WITH 6 X 6 W1.4 X r v -- W1 . 4 W.W.M. OVER 6" CLEAN CRUSHED BASE Z U a t z -- - � - - - --- - - -- - - - I .1. CONTROL JOINT SEE DETAIL 2/C (NOT TO OCCUR W ZO a ' o VER 9 0 0 0 0 0 4. CONSTRUCTION JOINT, SEE DETAIL 1/C. r.00ATE \• a Ow. 1' -0" FROM INTERIOR FOOTING EDGE - U z b _ -- - - -- -- - - -- ---- - 5. 6" STANDARD PIPE COLUMN TYPICAL. �,J 6. 9' -0" X 10' -0" DOCK HIGH DOOR. :.YPICAL. Q �- - 1 7. 1 '-o" X 12' -0" DRIVE IN DOOR. TYPICAL. I ¢ 8am0. Q . 4 / 8. 3' •-0" X 7' -0" HOLLOW METAL DOOR AND FRAME \, - _ 9. ALUMINUM STOREFRONT GLAZING SYSTEM a ,_ -- I - -- ---- - --- - - -- - 110 . SIMPSON 6' DOWNSPOUT 36 OUROSS EACH GLU-LAM BEAM @ \C> • - r G 0 0 0 0 0 EACH PURLIN. TYPICAL. .. --- - - - •- - - _._-- 12. 5/8"B/IUP ROOF 13. PLYWOOD ROOF SHEATHING r 1 1 - i 14. 2 X 4 D.F. UI SUB-PURLINS ® 2' -0" ON CENTER c 0 -� WITH SIMPSON F24N @ EACH END f. O r 'n - © 15. 4 X 14 ROUGH SAWN SELECT STRUCTURAL OR 1-• -' ` ' 1 DENSE 01 PURLIN @ 8'-0" ONNimi +s \1\ ' -{-- I - / - - - CENTER WITH SIMPSON HB416. VERIFY SIZE OF C U) ` HANGER FOR ROUGH SAWN MEMBER. �J ' ±1, I ) 16. SIMPSON HINGE CONNECTOR. SEE DETAIL 1/Rr a) `'Q ° ° 17. 4 X 14 Q.F. 3f1 LEDGER W/(4) 3/4" DIA.O - --- - 0 0 0 0 V Nom illb. _____. __.. EXPANSION ANCHOR @ EACH PURLIN (3 1/2" �- `--- - - -- 1 it MINIMUM EMBEDMENT) . SEE DETAIL 2B/RF. j 18. ROOF SCUTTLE. SEE DETAIL 3/MA 0 - _,..1. �� y_ 19. O�C� 4'FO.CLD NA@ILIANEL EDGES: 8d @ 1' -0" (� -c • _ __`"i -- -.- - _ 3NG. 1L. ` _ 211 8d @ 6" O.C. Cd PANEL EDGES: tsd @ 1' -0" D �� - - - / © (-.- �Aa - - -- -- ,' - 21. . (O7.) ROWS.C. L8dN@I6INO.C. STAGGERED @GLU LAM E 1� - I 0 0 0 0 °1 ° t rr BEAM FOR FIRST 10'-0" FROM BUILDING EDGE.TYPICAL. _ - 4.0 5-o 0 5v 6'-O'1 ) - �/ 42, - - - ��-f ~- I __r _;3 27. SIMPSON ST6215 W/(10) 16d INTO PURLIN. E o_ - > / � _ i , , ' N SEE DETAIL 2B/RF F. I I / (_. I1 5-0 -e).5.0 3v I Sv 5OS': 50 /2 �1 I 1 9 d 2.3. SIMPSON ST2215 STRAP TIE @ EACH PURLIN • I I I (6' O" U.C. ) TO TOP PLATE. SEE DETAIL 3/RF Hr 1 I-- 2 tca � t fi 1 ' _ ,.1 -O 1 I ' I illk DIS �■ Q 0 2$ I 11 I I I I I o 1$ • 24 TO TOPNPLATE) . 1/2 NAZLS TO T01 (PLATE, 1/2 �V% •N , I Q n 4 44, ,,.,- . -,`J. +. /„6 . •,p) . r _si" NAILS TO SUBPURLIN. SEE DETAIL 6/RF P3 L J IT d` 24. SIMPSON S'f6236 EACH SIDE OF GLU LAM BEAM @ C W __� � (1 I + �- --. ---�--� + - HINGE CONNECTION - TYPICAL .� \q ` { \ � o J o 26. SIMPSON VB-10 AT EACH GLU-LAM BEAM @ FURLIN -© �� I ;w ,/, - 1_ _ - -q-- Q A A I tli' " - - -� LINE LOCATED NEAREST THE COLUMN. SEE WALL a . -4--�- -' i ? I 1 ¢ SECTION 2/A7 © 0 1 Q o `� J - S I I © I _ 27 . ELECTRICAL ROOM. t- . '~ way q^ a .� �.� A� I 1 11 A-1 V A 28. SPRINKLER RISER. -NL2'-Iy 20-0 (2"'-P /1.rO [, 'I p I O v' I 'I-tj' , ,, !' -- '4 I 20-O "'1-40: Q Cl) A / -ffff""" a -,.:_y (1.•F: <1;ki) V 1 o 01.4 , (A& O • Floor Slab Plan . North 1/16" : 1'-0" C CO Q t C) Q ccco • 0 ,'2, 'g I © 0 7 - - 8 LL �:�,��' C ` 7 a Fp.4,...N\Gl`(P r- a -1 lq 122 1 ".�y2, cal u- .O ,, Il 12 I I o '/ -�- 2 1.0,, -e T / rt. Ti I1 I � �cav r -I f i r --) r--, ' I \ 2l [gRID A 'ti'P, l245J 124 25 i 2'� _ _ 40 2°I t g 1 32 A t , ( L --J / !- J L__-� L_ L__1 Li_ L-J L. -.1 r- - a 1- - 1 - L_ �- --+ L - L. , \ , L'] -,-*/rt. z„.4,..4., _ NJ /25tv } / T/�M 10'-01 II.- cc, 9 12 -Co I'L-Co" - �\ �I'�lo34 /�. v '1-41 y 1(�p/,17 !J� u a, tYP, I Gs+r.."". 1 I GAN. i+ GA1,:i. r1-- -,Z.7,-.=77-( �/�r11'V r I �CA I., CA,Vd;A 1.f3i2 I r I 61,1-, Lo V1* 121 /id '?/41( 1Yt `o ,.0"vil< -}i�l r f • 1 C.GI,I.,CO'%4tCi� I ri- , Ccs (0'/4A2277 \I- t I Ca.l�, Co'�/4x ')o I Cq.L. Co f r .a + - Er -► }-a-}- -, A f iF------- - ---1-- 2'-'2.001,' L. I JO Cob r1B2- 2 'LOod IJO C.AI1 ' 1[Lsl6000' _-J 4l0 C-A.M (Zs 'LGno' I_. i L G \ Nc•1 1 �.� if' `a ll��.ON +�]-5 '"' \p` ® \ Hcl U ic�� I P�!� �- T'ft'�cW-L uNLEsc ' [ bl - n-. _al � KlaTE:o oTHewl�e /-2 -� - ipk�0Y1 --\ A f�� `____ FOOTING SCHEDULE ` - .� /25,'0, 1/ (3r�1 Ed adi I r L I , -�� � -1 /,2S1-c,' non, w r N r T- ID N DEBT REINFORCING fU REINI'ORCINO(W) REMARKS I I I p.0, 0.o. D O, O.o -1 p.0. v,o. - D D #- I AR! 1- - r `C 1 O - - -I- ) Ls i - I a • _ 1�- - -41-- 1 0 1 - _ 1 e •►-- u + • -�-w-+- --E I A y'-�' S'0" I'-o" �C�l'-lo (5) 9'-CO ,� e''' :- � � (6)//etrn �5 �y SSC -I �A� (A� O O \-10-1 a O (� Iv-oI o II _O'� (�o)tri X "1'-Cv 1 ('I�'�5XS'-�� 1 / (��_i_ • I- Ili, / V �,�O AJ r' © �,'.o" -c�' (CAP 7 >< -�o" _ , ♦y T `J p HV I " , ., I , - _-___ uM1I 49 T- �/ �i 3 _ V)•2, v-v -v v (� Q N 07' [,...1112 8 I-- �„c -�' I_____ _-_-- -P P _' 25'-('' / 'T/elM _, ,1 . ® t-- • -� - Sept. 28,1988 N �, Co R r> ?'�P I(v T5 v 70- k 1 O O I' O (8 S tiC ��_-(o (g7 5 x Co'-Co _ �.o, r 2 © I- r- r 1 r 'J.0• 1 p r--1 , 1:1,O. I I . _ -. _ 0.0• RMM �. - I D' 1` 1 e" t D.p. , e 4 IF---________--0-______,__°_,----- ---- -- 4 0 • -ah -_--.• I • 1 - r' 1 L J (O H\ -\ h► A L� l•1 / L a �® F _. L'HE KED ft" ( GM ,TR 25 0' % h'1 ZL �� , �' ..rte... • i . - ''c+ id-.-1' iL'� I I �11 I(0 o L y y / r y �2'-(>' y Itl'cp' �, / F3r'I \ Jr91•co y71 -,- �- :t REVISIONS / It t.4 4. („,,2_,,7 G T G<a. -• 1 1 C,v'J?, S 't L.00--IT ' T G,U,J � L""`i.r,I I I / �7' --; r I 1 /I Cell. (1,-/f. X 'L`b/�t I r 1/1 w,L., Cr,yi/4 •. 'j l 1.2 r I 1 I rq,L..Co*5/4)4 I 1 r I � ((1.I-, ra h/sI X ?,3 r•-I 1 c L,(o'r/4 K. IS I r II CO L. Co '/4X13 3 -lAI 1642. Co� / '�b - - -- i 7 L 2: 'Lnoo L__: No CAnl+r�rZ. E _ R:'2.000 L __J Na c� F3aR-- •e sr R= 2«v e ± Na C.oMfi.fifa- s� � 2=I 2 ' s. 13 A �A �� A ,2(: /40 A i 1\H ' . RI NTE c�,, O O ® �� 1 O , O P J /L.ern., / 5_,4akc2 T/�.sr..,y6a Ti L-E�✓I p- T/ocr3eoFg /L.EtX/EK _ % ® Fl 3b n ,_ . [._ _1 5.�, 21 - 22- / 2i 4 22- -1 21'- 4 4 .- -i� 12 ' J 9 �-T--J ,1 I [� I,2. q - / / T/ T V`9 OCT 0� d N = d � ---� Rt% �G� � /��OM IA / � - lal /2S-v 7.� ISO I-o It +,,00 8 Laacke� ;alSllte a A7eerletee --- P-,e _ 1 _ _ _ , �Ar r �1-- { 4' ti�.._•,enzie npineerlaK Inentpolet N r I r- -� ._._ r ___r r_ - r T - - r- -_ _ r _r-- r9 - I - r.- - . - .. !�_ �► ____- /1 C1 I ' ._ 1__ _ .__1 L �! 2._J L__ _ J 1 L J L- P1 L_ _ - l-___ J l r� 1 1 lO I.�J t �i 41 ---� - © 14 \ MAC1lEN21 E,8,11T0 A A4BOCIATES�t. L 4.1 [13� t12i , LI] CJ 16 I_�J 1969,ALL RIONTS RE6CRVED U C� C� G O g O n O Cg> rl°) © O <�% �� �� 1 . .. 1 I I T'--1 -L �I .\ "A'.�EN21E SAI106'�A5SOLIAIF-$EN 6 1 . 9 d��/i , CO a sA,ANO ARE NOT TO BE UBED OR Rr I• ., -f L /lk ^j A. \ 4 'OCE.IN ANr MANNER ERCET W.A I P%`/ �5 � 4 A f '� Ai 24 VRIUR WRi,,IN Pt RMi$SION OFM�.n iI ' . , . \ A SHEET iy2 I 117 o 6 A-- 1 f'ai • . , - PERMIT NO. 881852,881951'88'1954CivrFoundation & Framing Plan Roof Nailing Plan A I PERMIT NO 88201.9, F3EI2r:1 1 1/16" 1r_O" North, •'(,BN,, 288409 . 01M1*.p/No 'I 1 1 1 1 1 1 1 1 1 1 III I I t 111 111 111 111 1 1 1 1 1 1 I I 1 1 1 1 1 1 111 1 1 1 1 1 t'I r I I I t I I I 1 I L , I 1 I I I 11 11 , 1 1 1 I 11 11 I I 1 1 ) 1 11 I 111 1 1 I t , 1 t 1 I t t I I I L -. ,r I ( ! 11111111111 I I I I 1111111111111 1 11111111111111111111111 ) 1111111 11111 I I IIIII III I 2 3 4 5 e 7 8 9 10 II 12 ' NOTE: IF TN'S MICROFILMED ' - "T-" "'�'�'' -'-----�-- -- -•-". • DRAMING IS LESS CLEAR THAN I . ' THIS NOTICE, IT IS DUE TO DIf QUALITY OF THE ORIGINAL DRAWING. Or 8Z BZ LZ 9Z SZ 62 EZ ZZ IZ 02 61 31 LI 91 SI !pi Ei ZI 11 01 S / L 9 S E Z 1"•'"' d1111111111111111111U11HNlmilmiImdmih1UlmdmiLN111E11iimbrgilimlmilmi1u11111(IIImlllllln-llnUlmllu111111 11111111111111111141111111111uhIuII1111U11111ullullu111191 10111,NIhU11NnIlUIhm111B 11nu1111161hlbbu1110111whu1 • A L.. .., APRIL I. ii 1991 -� y • \r, N T l 1 q> 3, € 5 K� Keynotes : r-.- -- I. DOCK BUMPER TYPICAL - 2. ALUMINUM STOREFRONT GLAZING SYSTEM �_ 4. 10' 0"XX112' -0" DRIVEIIN DOOR (P-3j �� `} 0 5. SCUPPER WITH 6" X 6" DOWNSPOUT. SEE DETAIL l , Al 1/MA Q NI 6. 3' 0" X 7 ' -O" HOLLOW METAL DOOR AND FRAME Q 14 a c'' 12 11 ft n 8 L7 [6] © r� 3 ® ''.1) 7. CAF FLASHING (P-3) (f) 1� U `r J (ITh I 1/PLPTE g PAINTED PLYWOOD SOFFIT " 9. 3' -0" x 7'-0" MANDOOR W/PAINTED MDO PLYWOOD (f) z - - -.! T PANEL ABOVE. (P-3) =+� - _.�__._- -- I _ - - 10 TILTUP CONCRETE WALLPANEL w r� 1- o • i l" _ --- l -- 11. 3' -4" x 7' -0" ALUMINUM FRAMED WINDOW WI a wr• �{ �,� E z wN �} 9 (hr ,1 I ) - 12. 6' 4" x 7' -0- ALUMINUM FRAMED WINDOW °' 2> 4 V/ I l• v ---=- 1.3. RETAINING WALL WjRAILING N - -__ - S _ —�_-_. __ Z Q a o _ . ii 4 • t <I>• �' �3� <4> (5> <✓ <ai Keynotes : _ 1 04 @ 1' -0" 0.0 EACH WAY GE A -1. 3 (4) 05 - (2)BARS EACH FACE @ 6? 11-0'1 O,c., \/E2(. 4 ' Z •3 ‹A� 4 . (6) 05 - (3) EACH FACE 0 8- O.C. H-C-, cn N 5. (8) 05 (4) EACH FACE @ 8" O.C. it I, 6. ( 10) 05 - (5) EACH FACE @ 8" U.C. < ¢ �4 q FJ ,p 12] L,1 p l'�1 L i p n Lr L61 4 L3J C� [ii \`� 7 , (12) tt5 - (�) EACH FACE @ B" O.C. 4 ) I >� Z 0 10 9 , 8 SEE PANEL 01 FOR PANEL REINFORCEMENT H T/('LATE 9. SEE PANEL 05 FOR PANEL REINFORCEMENT (f) -"' T - - - - , r g +r �* �- 1 r I _ - — 10. SEE PANEL *11 FOR PANEL REINFORCEMENT I I ! , 111111 d- II 11 11 . SEE [PANEL 017 FOR PANEL REINFORCEMENT 1�_ 4 q 1l� I 1 1 y �� �il 12. . SEE PANEL 01'27 FOR PANEL REINFORCEMENT W w� Zf O I'll' ��' 61 �` II'll 13 SEEPANE1, is36 FOR PANEL REINFORCEMENT 1 �° - ( 3 �N y I I r ' ( o 14. (4)*5 - ('l ) EA.,PA.c.e 0 4 '•O.c., h�ORIZ. N U 2 O —11r11 1 1 rt, , , - —i r ' 0 t i -71.777. ......0.411 .•••• - ---.- 4,4 f ---=.0.,,--- 111 -4- 4 ......mtar--41L- -.- —...--.._4.......- -A--1 ._ .. 4 < --'4... ,-,,-,.1' (n i 1 _51_,_-1 West Elevation L. 1/16" : 1'-0" C Q> W V 0 <A 3 <.> \E2 F C) -o h. 4) m E 'l 0 ~ -� 5 �\I I) 18 ftj � ) © 'I 4 15 0 C 111 1111 - 5 _ : . General Notes •.6 Illi ,• •I jl III 1 . PANEL TYPICAL LP NELcTYPES. NOT�EVERYCPANEL IS L1- • IIII • I IIISHOFORWN.ALL P`ANELSCTOR TO INDICATING MDRAWINGS REINFORCING, CD CD ADDITIONAL REINFORCING NECESSARY FOR PICK ..:4 O CD __ l -- POINTS, ETC. . �_ Cl)T _I ___.6.- t 2. DIMENSIONS ARE NOMIiIAL AND SHOULD BE a V♦ COORDINATED WITH PLANS AND ELEVATIONS FOR 00 PANEL SIZES AND LOCATIONS AND SIZES OF OPENINGS. 3. PRIMARY REINFORCING MAT TO BE PLACED I9 CENTEK OF PANEL WITH SPECIAL REINFORCING AS INDICATED ON DETAILS. 4. ALL REINFORCING TO BE GRADE 60. • 5. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: A. 04 0 l' -0" O.C. EACH WAY North Elevation B. (2) 05 @ ALL PANEL EDGES - C. (2) 05 @ ALL PANEL OPENINGS, 1/16" : 1'-o" EXTEND REINFORCING 2' -0" BEYOND EDGE OF OPENING 6. WHEN REINFORCING IS SHOWN IN TWO LAYERS, Cl) PROVIDE 1 1/2" CLEAR TO OUTSIDE OF WALL AT C EXTERIOR, AND 3/4" CLEAR TO INSIDE FACE OF 0 WALL AT INTERIOR, SEE DETAIL 5/C. .e Y. WALL PANEL THICKNESS TO BE 5 1/2" @ PANEL ' 8 7 8 \3/ <> l}� 01-14 AND 6" @ PANEL 015-38. 03 I Q) a) C �U A� 03 (121 ® 12 12 (I� ® (i'L 1 (D: 27 1'� �� 'IZ� �� 1� 23 i2� �� (!��) K.L..__ --� • ,, ) -�--- i —� • Ih. shmai, 41,p il o 0 , „ ,,- __,, „ c 1 � u' I � II 4 _______L-,...— ,.. ------------- .. —� — .. _ .. .__�_— - __—�--- ._ -- _. - - 1 -- — —1._ 1 6. �4 y4 c,i'ck: 1\04. , cs East Elevation. 1/16" : 1'-0" - q', G i • • DATI Sept. 28, 988 7\ F� (`E 411 C A 1)1,;•.vl,H, RMb1CHECK ,©YQMETR REVISIONS �_2 N9 (� A1 37 �� (Q.) �6 3 i�5 13 TID -, �., I( Chi' P I N NI A _ .\ UC1 1,14 fai •� 1111 > Iserl<pnc,ISaltn E A•e^ale:►s I C Y Ven:r, Engineeriao• I11 P018:•u1 — l' 11111 at _ - 4 __- _ -----n, - • MACKINIIE'SAITO++ IATIS.PC 11 IaSS,All hlUtrt911E,], - -L(. 2 • r,I it IIMANINU,APt 'ME Pqt AEP,. Jt MA;KENZIE SAI10 el ASSOCIATES PC IM T‘_, ,A1 AND ARE NOT TO BE TCI T REPRO .nInA IN ANrIF MANNER ON OF SA THE nn i nq W pi r IF N PERMISSION OF M SA SHEET T -- South Elevation _ A_3 ERMIT NO. 881852,881951,881954 '""— ITE i=.\-- D 'T•R M I T NO.. 88:2019, 882021 _ -�. "�"`7 288409 nr 1- ._.y.v+ nea�.,,,w..• .W...rm,w■•se...w.AamweaRnPw.».*wK+enw.,,....:K w.+..,, ,,,.. .. ..., .....,..,...... ......., *r.,.n,�, ,, . • • . wwr. Ax+W4t h':GF^#.T�t`,...:,.,fir.:k : r':.r• _ _ _., ..•-,_ ., . ' r • 1 c 11111111111111111111111111I111IIIIII(IIIIIIIIII1111111I1111111IIIIIIIIIIIII1II V IIIIIIIIIII 11111111111111(11111111111111111111111I11111111111111111111111111111111111(IIIIIIIIIIFI11F111111 I 2 3 4 5 6 7 8 9 I ) I I 1 2 1Kil " NOTE: IF THIS MICROFILMED �--� �• —_--— — -----.. DRAWING IS LESS CLEAR THAN " 0 3 THIS NOT ICF, IT IS DUE TO THF QUALITY OF TFE ORIGINAL -__ 4 DRAWING. OE 62 82 L2 92 S2 12 E2 72 12 02 61 81 LI 91 SI 11 EI 21 •' 11 01 6 9 L 9 S b IE '.• Z l' ' ,1111111111111111111HIIII1111111111HIIIN1lnN11111hnlhlFdNIF11111h11F11F111HNlhnllnulln11111]Jnu11111111111m11111;luulunlm1hu1111111q,,Imli1111111uluuhnUnnlnulnullu1hu1111llIuulllNlnnllnlhmluullwlll8lnulw:bwWlllllubnllunllwhm - L._ APRIL 11 1991 . . .- . ... .. .� ���� -� AU. 1 1 1 q> ?./> f 4: . ,. <> , ______ _j 4 _4) 0 ,/, _ (4;3gbAYs (p_ 25 - a I ...ir(•a I I I I I I I I I I 1 col_..1 00- :.-.; 42• t 7 _ _ _____ / Fc , _______ Keynotes Cf) o 1 . CONCRETE FILLERS RLP. SLAB REINFORCING ? � CONTINUOUS THROUGH JOINT WHEN TOP OF LU • 6. / FOOTING IS 2' OR MORE BELOW TOP OF SLAB. f- zw, 1 2. 5" CONCRETE SLAB ON GRADE WITH 6 X 6 W1 . 4 X LL1 � 5 _ ___._ .._._ _ _ �__._ �- -____ r/ W1 . 4 W.W.M. OVER 6" CLEAN CRUSHED BASE N a (( j JOINT SEE DETAIL 2/C (NOT TO OCCUR C� i '- = N G, 3. OERROL � ___ _ ; / / OVER FOOTING) REINFORCING CONTINUOUS z 0 �c. ( _p•• - - • 0 o / p ° o ° /-" f-- THROUGH JOINT Q SHADED AREAS Y U,� j Q�" • 1/,------4--- / 4. CONSTRUCTION JOINT, SEE DETAIL 1/C. LOCATE r / ,�a 1' -'J" FROM INTERIOR FOOTING EDGE. °0 C' �- +u I� / '{` -9 REINFORCING CONTINUOUS THROUGH JOINT ® r ? SHADED AREA. Q z k - III-17 5. 6" STANDARD PIPE COLUMN 425 ,DC --....0)Tv ---- 1___.__-__ _ __._....__._- - -- A � 1 6. 9' -0" X 10' -0" DOCK HIGH DOOR. TYPICAL. N - �G /• 9 o- 7. 10' -0" X 12' -0" DRIVE IN DOOR. TYPICAL. 11 N\ 0 �/ Z 1 M o-1'_� m 44) 8. 3' -0" X 7' -0" HOLLOW METAL DOOR AND FRAME' �% • - G.o I 0 v /0 0 p u G �`o 0 9. ALUMINUM STOREFRONT GLAZING SYSTEM �� �� 0 0 10. 6" X 6" DOWNSPOUT _� -.___ rff`_ - - - -- -- -- - 11. START PURLINS THIS END r K-4-:T 12. BUILT UP ROOF ' �" © t_. 13. 5/8" PLYWOOD ROOF SHEATHING c �i_1 ti 14. 2 X 4 D.F. 01 SUB-PURLINS 9 2' -0" ON CENTER A. o w I _-_- _ d WITH SIMI✓SON F24N Q EACH END -�__. , ,-., ,..4 1F 4 ROUGE H STRUCTURAL OA 14•0 v) U ° n o 1 1 1 •1 0 o I I-- �� CENTER WITH SIMPSON HB416. VERIFY SIZE OF - l HANGER FOR ROUGH SAWN MEMBER. ,/ `' >�i�� +�v v t'� ��of y�� A`8! ` -- ".- /l 16. SIMPSON HC7 5 CONNECTOR UNLESS NOTED. U _ Q II* I I- _ SEE DETAIL 1/RF :0 - -- -- -- - I -- --I 17. 4 X 14 D.F. $1 r r ,- F LEDGER W/.4) 3/4" DIA. 1 .1 , I� I d I I -- !- EXPANSION ANCHOR @ EACH PURLIN (3 1/2" _ C) '0 r '--- - - - - --- I G i n is I 9 I 1 MINIMUM EMBEDMENT) . SEE DE'PAIL 2B/RF ` V t _ I S 1'3. ROOF SCUTTLE. SEF. DETAIL 3/MA ' E t 0 / ' + +� ,►r t I I ?- -+ r+ -� �^ - 19. SIMPSON HSA68 ONE SIDE 0- DRAG STRUT a) 1 I 20. 8d Q 6" O.C. 9 PANEL EDGES' 8d 9 1'-0" 0 0 0 / ° 0 I ��- -�� le --- -� - -- + 7 �' O.C. FIELD NAILING. TYPICAL Eai , - - __ - - _ __ - I I en I � • I I _- - - m;1 ?.1 . (2) ROWS 8d Q 6" 0.(. STAGGE�'FD 0 GLU LAME - �.� r ,22L� I ( 0 � • A I G BEAM FOR FIRST 10' -0' FROM BUILDING EDGE. � So�x - >u >O -- e �N - , I I I ; 22. SIMPSON ST6215 W/(10) 16d INTO ?-V)RLIN. 0 ~ I 3 I _ r I SEF. DETAIL 2B/RF , s •o I ¢ 0 I „�, _ I �_ I I I a1Z 23 . SIMPSON ST2215 STRAP TIE 9 EACH FURLIN V • �j "s‘-j• (8'-0" O.C. ) TO TOP PLATE. o 010091 - riIII I I _ I I _ __ J I - - II �' l I 0I I 24. SIMPSON ST12 STRAP TIE Q 4' (SUB PURLIN N 1 / \ 4 i � TO TOP PLATE) . 1/'l NAILS T�� 'COP PLATE„ ]./2 N N -f--- I LIto r f, -� 'lam f''' v _ t--�,�,1 J-_ I IGD‘ 11:1:11114JiiiiltirAWNCii URLIil w , u II ,, -\ I 25. 6 EACHS .D 0Z'!o l 20-0 Z-o • • •' 4. � _ - - - - - `I A � � � 1 F F GLU LAM BEAM 0 1 - ION - TYPICALCa1 1111- - _ ) 1 . , (r0) - 213. LAB ONGRADEWITHU3Q18" ONL- S �' I © \ / 2 AY WITHIN SHADED AREAS )(6, If� (� 27. ELECTRICAL ROOM. Ab ;-1 AteII �'� , <,�, - \ ..w 28. 5 ID i_=,c. CD -�o I '-� ., _ y ' _.�� , PRINKLER RISER. u n t 1 \ 29. SIMPSON LTT19 TENSION TIE 2v-c ' ,`D-1 13-0 '�•> '- I .� , ,`„ .0'• I l r,.L' - 0 • le '7P •.juff flaae• Ti F' v� .r-s Iti --;F! �>.. -_�♦- 30. DRAG STRUT CONNECTION - SF•E DETAIL 14/C II 31 DRAG STRUT CONNECTION SEE DETAIL 13/C a MAN.'S'. Po.rJn;- PAr..i.L- 32. 4 x 14 D. F 01 DRAG STRUT (2) ROWS 8D @ 6" U) ON CENTER CONTINUOUS 9 DRAG STRUT .�I. 33. HSA68 EACH SIDE OF DRAG STRUT ACROSS GLU- L2BEAM. It/ 34. (2) SETS OF SIMPSON HD5A (4 TOTAL) (2) EACH 1 Floor Slab Plan SIDE OF 4 xDRAG STRUT AT GLU-LAM BEAM. 35. ADDITIONAL 4 X 14 PURLIN North 1/16" : 11-0 " 36. SIMPSON SA-36 ACROSS EACH GLU-LAM BEAM 9 EACH PURLIN TYPICAL C :i'l . SIMPSON VB-10 @ EACH GLU-LAM BEAM @ PURLIN as INF' LOCATED NEAREST THE COLUMN. SEE .... DETAIL 2/A7. a a) C 1 2 `c� 4�Q - o O O �� 1 • I I -- (ISO 61AYS o 5 -4211 --- _ - - i r - - ii. tg C/ I- 1 o c_ -1 i 1 II / . 2 I ilk G �@P�►►+tlh 22-31 I I n WO I ® 1 + ' ' 1 o •0 I '/ R.�-, Ill /, 9,.v 2S- 3" VD' C::-2-1)G.,) va.1vE�J 41•43 2 3 1pFr, 2 \ ?1F 12D ?LF a t' � 30 0 31 0Z �/� 3 ,- 1 �'-o''' J� - , r � Ti � evRlr> A - - - - - - � ) ) LI1 _n - �1 �� 3 ) �. _ I � [i1 3� -, �`'a - , 3� L��J -- i'Fl [ I F C 11 r - -- - -- ---- - \ 1.... _- l- -- ....-I L .. _! 1--' ---J L- -J L __ J L- _ -J 1-- - - J L_ - - _ o U. 1 ?�� j 12'-r," 13'-3" 12'-ro' Z4 -�� I' 12'-r." 2,-�I, 1 y IZ'-ro"yy 12'•X11 I��4��1J--- FOOTING SCHEDULE (v I I J t' c...0.1-17. (,>1�'! I / 7./earl l t 401-.,, 3 I v"h ' i t,..•.'•. ® T r T i' I' 1 �-" r Coal.' p (/0' I AR LENOTN' WIDTN DEPTH I PE INf0KCINO(L) REINFORCING(WI REMARKS L '�4 is'�.T I CGI ''/ >< 3(s I L %4 K I F t '� 2711q, I I "41 ! I ,, 11 1 a I / O - - - - - /0. - q 8 ,� r�,�,� i4>< 31/2 f IG/•L I ti - _ 1144 1 3 �' 1 • , -+•-1 r �F r • ! 64 L. x cm, /4x31Y� � ' (q,t„� /�a,c I� co1,l.. G/gX33 I A� 50 5 0" I-a 5> 4 c� ��y �9.�,1 I�a�y I -+... R� ,LOoo l _� N0 C,AMIadR L -- I e--,4,000 - , IJO L:vIM F.R �� ' J R=1L4o , / HoGAN1 R I 1Q) v-o" -o„ II.o'' ((o) 54-c-ca" L-1)os1Cb'-(o', 0 �[r• L000 NO CAM L _ # 11, F� jut,..60A HG'1-'1 O O �°' O O 2 I Colg• -�-� I'- (�) h>< a r6a45 x r' 25' �� T/P.M G'1-5 �_ - ':- 1 30.0' CO"- 1'-2" •�>C�12"42 ci.T •!! �SCN I L'o,G,t*B r',. ��. �> F I I (u� b'� -re .• Ow rYN• U1�4i9S �La -D ® x'8--0li Rj-Ji' od -x.011I,_vI' (8)#S X(o'.Coll (U)�SwCCo -�. Cy 'rN T/pL �-- � �I NOTtp / T/10.' 1 z OR,v c. I Or \� -�� t ?�' �� I`� \ \� NZ"Iv k g.)i, ® 0 �'�J'f •b I v' (4) c, coNT, S@ I'-o" 5E� JiL, 12/G 1 ✓r' ��• ww \� - - - - - - Co1L• irk/4x2 ca,L.i� /4 � h(c - Do. ;'� Oo. -1 I�,O, Dn . r-� r�.o, p I ONT• G ) 5SQI'-O �E'EOfI-• 12/G 1 «. o r ;-- +e t 1� 1� • I ! • r (� r T a- I'o" a $ cow', "� o --- Q 2 ov L IJ o r a.M�y _ ----11�-a I I o I It +1 ! e f J 'It,' II 1 I ► rr1 ►e R. 1. . J I 1 _J I I I ©/ , r �1V �� 'J ® t-__I 2` Hc,--, �J O ,F C� c� ® O ;2�1 �> " oJ r°� - N , o,,v( 'i2 . 1 13 r-1 I Ti Itr"I„_ • � - I I �I,L'-Co ?a `� 2�••N 2'�-tom' y Int• D 12'-60 35 1 2LL01 2, 0.1 /111111iiiiii N � Ga�1r, I / -/ .rl / T/Pil-7 7/ISM . (: =-00-12 v 1 4,./..,in * c.- ,-)"," + (,CrJr�` r T 31� �4') �, Sept. 28,1988 11 L ,, ,''/I-)49,b 1 Cq,L.(r,''/ k 1 '/L r-, f-- r-- /,. Iv.o, r- -I - rt ,, I ,I -- -v.: DRAWN BY I •-- - -1-•-1 --•-ate --ti } • ! I7,O• Ca,L, C.7 ujI ra L,�y /� t� '�I/� CA.1,,, 1 - :1 ; II -' L/)G�O L__� NV GaMO�R � •-j 11 11 ! • I 1 I i ! M +► ( • 1 i-- , n /�4 iC I S CB,L, ���. I 6, R = L. _-� NO 4001f3� � L-- -' -- (-- J WO G>°.1"1 Py�. • 1 -�E---- -----11------ LJ r o �M 251''}J J 35 <�� O O iofr L_ I� (Zz Q OOO / r)t7 (✓' MGG r I f� _ $I�, 2, OII A (� 0 / 1,,,i. A�, ( �_ Ada J �.. f X121 I .Z'ji1-O'' I 1 I I i � G CHECKED E}Y �� NMEMmimmillimml 412.'-lam _ - I 23 -o I �;I r ® � "� , I�� 1 (rM CaM,TR _ /P -'' 12 -� - .-I 12•co 2 -(� � L > p `2-0 _ 11-�• t 2S• . d- Ga�JT '� W�'T Goy -1 l.�N;-1- T/ orl F. oAL-19 E I 6.4,,,;4 '� T i 1-"r-1 8 T/rhrt >�•1.�vuF.1� /r/1.1;r�vEp► /�BDuE� �`.._ .1 �� The f,UEI�✓C0- REVISIONS F I C ,L•�c.�414 2°P 1 � L •(V.V.})( 11'AZ /. III CM. ., �0''/4Ne723 r-1-• I L, /,'/ )( 1 rt >> r1 1 / -� �, F / ( �� - % - ---41-- ---4-41-4 - - • 1 w L,ry /4 x �(� t Wil, Cv /4 X '1 ., `` -- - '� _ .I I- ---- , m 1 i' t ti L L Z= 200. L_ _ J L1'I, M13eri- r__ J R. .. 'Zo Ob L- _ ., ' �♦ No AM�F.R L - I 1___ 1_ _J L - _._ J _ -) �-/-- -1 lo N 25•�ISM '� (� r/ \ J ® CJ ® \_HG�_� I, 1 �J O LJ �� �� �) �j] ��1 '/ / i LIi ,® 90rr, 1-14+.10,TYr. N Q I T/I,EIxoEf'- '/ L.ErcoEF� r,I. • /"/ l-Er�LvEF� (i---e F ® /-77-77 1.6�_ASP'. T/ LEncoEK I O ;..I.-.uF.A I . „Ila i r T r I ,Tao / 10 1 (I\) < 115Sq':)1 - - r .v 1' =- 1 r 1 --T _, r -ill ---T r-- r - --1 G N / r - ' •.1� ■�.�..s I ) (d M,:,�k�nkie Fng�ln`eerL4 lncolr� A4 Al G O / 2S' 311 91- --I0 ��� ��� [� 1'1 I� 1l g ISI g 113 (/�\) 12 (�` II \��J PI n fbI n (2 (%y B� T/ 1� .EnvE fir' r O _ 12 O O C.l -- tJ 8_,....: O O 1 L21- L ' ® I� �1' v� _ itSRESERvEO r / MAS C1(ENZIEISAITO 6 ASSOCIATE", 1 . ® ��, R TSPql r 2 . 4) ® Sat --,-/ ,....„.., .„ ,....,.. , . . .. , 15 TS vol-oil © ® J I " • (3 r__ 7, 21 I I __?i".7). 24t A ,;,,II el 411 FNB4104_, O_, A-4 '-'AF'1MIT NO. O81H52,881951.,881954 kilk.1!) Foundation & Framin P'c 4Plan Roof Nailing plan ` • . 'P NIT NO. 882019, 882 021 .... n .... North 1/16" : V-0" 7 ''•� • J00 rx> I _-_ __ OF '' 288409 IIIMMMOINIMMONMW 'BMW ,;r wAla wmwrrwl Al.), _ - �1 Ili 111 111 111 111 111 111 111 111 111 III III III 111 111 III Irl IIIIIII 111 I1t 111 I!r I111�I1 III ,11 III rel 111 111 111 III III I!1 III 111 111 111 llr 111 r!) IiI 1!1 1!1 r!1 11( ....... ._...30. ;. r IIIIIIIIII ' IIIIIIII VIII IIIIIIIIIIIIII ,IIIIIIII I 2 3 4 5 6 7 8 9 10 I I 12 " • NOTE: I F THIS MICROFILMED ' ----- - 1 . DRAWING IS LESS CLEAR THAN I• • THIS NOTICE, IT IS DUE TO ti` TIF QUALITY OF 114E ORIGINAL , DRAWING. Of. 62 B: 12 92 SZ 02 C2 ZZ 12 02 81 91 LI 91 SI b1 LI 21 II 01 6 9 1 9 5 P E 2 1"1"" 41111611u111n,11111111111111111111111111111111111111111 411R6RI1++161111111u11uuI11n1u111nu1n1111n'Iu111nlllnnlnnln11l1n1i1n11nnlnuluu1n111unlnubullludltuluullplluulnnL1111nnlnnhWlHHInIlIl11111111�lIUIIIIIIIIIIIIIIWIIIH '� ' . . APRIL i i 1991 . ... . .... I `� 1> li> 4 Q ' �� Keynotes : . _; __ 1 . DOCK BUMPER TYPICAL 4 2. ALUMINUM STOREFRONT GLAZING SYSTEM � <t��i 3. 9' -0" X 10' -0" DUCK HIGH DOOR (P-3) 4 10' -0" Y. 12' -0" DRIVE IW DOOR (P-3) 5 . SCIJPPER WITH 6" X 6" DOWNSPOUT. SEE DETAIL 1/MA Q U 1;. 3' U" X 'l' 0" HOLLOW METAL DOOR AND FRAME H- G y1 -71-- 1> 7 . CAP FLASHING (P-3} - O_ I!9j I 18 ` 5 17 16 15 14 13 12 [71 10 I L] l 8] Cj n I 141 (�b I 0 Q 8. PAINTED PLYWOOD SOFFIT l "I 9. 3' -0" x 7'-0" MANDUOP, W/PAINT1rD MDO PLYWOOD PANEL �n MA (-0 -• 10. TILT UP CONCRETE WALL PANEL • ('-R - r ( T/PLATE 11. 3'-4" x 8' -0" ALUMINUM FRAMED WINDOW Cf) �"-- " F — } -� 12. 6' -8" x 8' --0" ALUMINUM FRAMED WINDOW LLJ �Q Q ii 13. RETAINING WALL W/RAILING I-•- �--_ 5 - i- 14. 1 1/2" DIA. WEEP HOLE W 1' -0" ABOVE FINISH LLJ Q . -- ----- 4 4 y .� _•�.` - - -- Q I � q ''(1 _GGRADE. N - $ \ __ - = b __ �O I 15. FOOTING BELOW. Z U --- r-.- _ - .,.� - _-t–r_- -- _- --*-- - =- -- 16. CONTINUOUS FOOTING @ STEMWALL. _ - �' — - -• - -- l p 18. PAINT COLOR (P-2) - - 1-�---�lJ E ___ Jill II - !� �_f=r- '-. �I +• - - I - F.-. FLOO -20. TOP OF OPENING 'I./E-r:T- -j'c6- IT.. 1__ © -- �) 1) . m ` , e Northeast Elevation 1. e • 1/16" : 1F-0" a) rn C V O A OB 4 .'' F • a) 01 o 21 6-$ 5 )(1.2G l I V a 0 ' - • (11), 6i) % o WC CIL) 0 -- 61�-, E Ib ►YP I9 r Ail: - - 77—r-- 4_ a .0 ID --., 60 C)::. -- , ,,,___,,,,,,__,_(..2:3 ,i 5 —-- --------- 0 //t�, I ° 1 1 1 - _ -- co L —_1 _ \�_. I - 'I/Pit-11'7H L ,,, F- oOR 1 Southeast Elevation 1 ,i0,'I '' i T 57 X21 1 Ne - A5 ygll_ i ,_c,„ U) C 0 <I' �8> 7 6O 5 4 3 \✓ �� c i m • ® R ® b� T ® ® ® 12 ® ® c 42 41 40 39 � - � 33 3� 31 •C I1 � I I _-- •— CO G 0T , . M _ _ _ 1 11 ------ ---- -- -�,-�. 61 - ° 0 f. _ __-7-_------"%-...."*".... _,, , 't :P'..-A CX Southwest Elevation .) ,� 1/16" : 1'-0" ,Vie t1�:` HRt <� E O C O A GM• � 3.t< WSIt-:NS 4s hI 144 (1) (i� I _ m19 is P R:71 N,TTU QC1TR� On (j5)_ \ �(a ) — — — — �, Macker,lle 14 -+ -�---- -- - - M "bck e g ger s a r.ad Ar al- �-- r--17.0-5- _-roor--ja ord. -.:a IOi..0 �.. �__ _ •' En In In^ l ar o • F MAGKFNLIE/SA110• 'SOCIAtES ALL NIGHTS IRS$A”VE° ,- .•.. -, . C___ _--. _ _.. _ -_ —1 \�\ SAI ANI)AIN Nil' t 7 MAI KENZIE SA;'c•6 ASSoc,A'ES AL v T-1 T "E N0 9E USCG NE.. IULEG,N AN.MANNER E.G'E 01 A;I h.''" "1'111'"EEI r'E N OE AMI SSION OF Al SA I . SHEET Fr] Northwest_ Elevation A-5 reoloi 1/16" A 1'-0" ERVIIT NO. 881.852,881951,881954 • 01 PERMIT' NO 8821119, 88202.1. — ,e NO 288409 ' ' or i. L-- r 1 ■ • aaa6_ .AaA_*F.� aun.. Emra.KaEr" .,ai.. • ' 11111/111111111111111111111111I1111111111111111111111111111111111,111V III11111IIIIIIIIIIIII 1111IIII11111101 11111111111111111111111111111111111111111III111111111111111111111I1I1) 111 I , 1 11 i ' . NOTE: IF THIS MICRCf1LMED 1 2 3 4 5 6 7 --- 9 110 1I ?' DRAWING IS LESS CLEAR THAN THIS NOWT, 1T IS DUE TO ! ` Li ' THE QUALITY OF THE ORIGINAL --- — DRAW ING. .. • 0€ 62 92 L2 92 SZ bZ EZ ZZ 12 OZ 61 91 LI 91 SI VI LI ZI II 01 e Y L 9 S h E Z 10019' ,1111nn 111161 ullmlhlnhl li Hlimhdmlhrolllidmihmh.►EhldwItmhmlltulmtlimitmlmtlimlllultlt111nlhnllmd>,ulHalal!ttuilttllntdltulutthutltttd►►tl�IWl�tI�n,Ehulluuluuhttlhtu wlNldltlt1t11tlttE►lu(IIuu�IWlmt APRIL 11 1991 • � , _. : � ._ . . , . . • . r .., ,. . Y . , . • -- • . • . . . • New miimumommima me . ., ........... ....... ....0..................m.................. ............ ........ .. . i 1 ' ,> ,> • /4 • , . ._. 4> .1.ci ) \r Keynotes : I . 04 r l ' -0" 0.C. EACH WAY 2. (2, 05 EDGE BARS 3. (4) 05 - (2) EACH FACE 0 l' -0- O.C. VERT. 1. (6) 05 - (3) EACH FACE @ 8- O.C. O.C.-° C0 Ci 1•- ,., • __ LL 41 ) [IA Li_A ... .. ,.. Ei , ft-i F31 i 2 DI ,.,--- m 5fi CI LC [6_] 4 Fs] 0 0 H. SEE PANEL 01 FOR PANEL REINFORCEMENT Cf) • • 'QV' 1,9, _12.4 (1__ 6C1D) qe), Ct). ?)- 0 (4) , 't. . ) ) (0 9. SEE PANEL 010 FOR PANEL REINFORCEMENT ;):3/ :. 18111(1.))111 :ii)EliiiCilFliE("Cl6':8"f83- 10. SEE PANEL 012 FOR PANEL REINFORCEMENT k-...f) 17121L,A4e ••••••••11111 I ifizt -'.- '-- --I!I 1 (1)-; - -IT --- j i ---'"fr----7"---"r7'..--....,. / / , -- -- ---- ik 11 . SEE PANEL 022 FOR PANEL REINFORCEMENT 0.C. 12. SEE PANEL 031 FOR PANEL REINFORCEMENT w ikim 1111 el li 1 1 .....;:... 411 13 SEE PANEL 036 FOR PANEL REINFORCEMENT 401 0 4(D ,D Ilk. °- '(4') u j < 1 111 '-ily 0 V --,... . _pt 11 , ..... •III• N,sj ---- - -7 (..J 1 ,-• _ _4 __ _,. ----, ________ -- - r__ ____ ______ ()) 16. 2' -6- MINIMUM COVER FROM TOP OF FINISH -z i 15.11 = 11)--ZIEj, :745% t _ 4.-- 0 • PANEL GRADE TO TOP OF FOOTING AT PANELS 22F-31F & LI.1 ______ r----- - -1 I 1111 1111 1 1 . 11 i I -I lii - liM - t_ REINFORCEMENT1iEa Cf) Cl)lJ) 1 111 I 111 ,I . I FIN. pk.00a. , , t ii. (11,1-,4.3!,./., e4.7F.,12..DETALLI41,2L._rye (_),-f- ---r- - ----4.. - .. - --0--. •••16...•-ac---4G--- _ -.. [-._-_-ti r 7_ . -_-.1 -- . 1_172= _-_._.3 -cf.: _-_-_.1 17_7-_.'-_1 L_7 1- - rr-- -E_ -_-_3 L_ - _mmil. E:_iI__:I -__7--- ---------77--E-:- -1.7 4 ' , __ . _ -3- C--:.7_11 -- -- "I.=7.•M-- ----C7...--ZL . -- - ((4 ) (3) * . P.411,) . . C • Northeast Elevation • L. o 49 1/16" : V-0" co • eine • C (1) 0 " . 0 _ . • E co E -- c '-- 41) k-0 ii0 12 (2- ' 11-' 1211 OR c.) . .. __ , •,,, .... :\5)---111, ' iii_ -4- ----) __ 1111 ... .. or--(,(_, ci) Ch _1, lit _ General Notes •. c to . ... .-.. . 4.... , WSW III i 1r / ) > . ., • • • Or-- - C__ -----3Zt) i (. .) 111 1 -- 1 . PANEL ELEVATIONS DEPICT REINFORCING FOR 'ili AP TYPICAL PANEL TYPES. NOT EVERY PANEL IS 0.. „C il ' Q . SHOWN. CONTRACTOR TO SUBMIT SHOP DRAWINGS • I • r 1r- ill i,„, _ , FOR ALL PANELS INDICATING REINFORCING, ADDITIONAL REINFORCING NECESSARY FOR PICK -IC POINTS, ETC. . a) 0 2. DIMENSIONS AE NOMINAL AND SHOULD BE AND ELEVATIONS FOR 411) • _---- I I PANEL SIZES AND LOCATIONS AND SIZES OF OD GO OPENiNGS. • -----.r. 77 _______ ____ L____ _ _ __ ____ _ _L _ • 3. PRIMARY REINFORCING MAT TO BE PLACED IN CENTER OF PANEL WITH SPECIAL REINFORCING AS IP.4401 Lvki 122F INDICATED ON DETAILS. 4 . ALL REINFORCING TO BE CRADE 60. ., TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: A. 04 0 1 ' -0" O.C. EACH WAY Southeast Elevation B. (2) 05 @ ALL PANEL EDGES C (2) 05 (4 ALL PANEL OPENINGS, 1/16" : V-0" EXTEND REINFORCING 2'-0" BEYOND EDGE OF OPENING 6 WHEN REINFORCING IS SHOWN IN TWO LAYERS, U5 PROVIvE I. 1/2" CLEAR TO OUTSIDE OF WALL AT C: EXTERIOR, AND 3/4" CLEAR TO INSIDE FACE OF WALL, AT INTERIOR, SEE DETAIL 5/C. 0 . 7 WALL PANEL THICKNESS TO BE 5 1/2" @ PANEL . 10 </ > </* </ > < › 0)/ q> S> 01-19, AND 6" @ PANEL 020-46. PANEL 03 022F-31F.41F-43F TO BE 7 1/4" THICK. a3 > 0 CD • c IMMO ? 1 MIS . ... 03 . IIMMI . _ UZI) Z 0 4110 ., . AUL I 0 , Ilil 0... ‘1,----(e) r 1, ....!' c ----' - ' - ' b-) si rfro -__, - PotrriNtui \-..._ "!:::'' . r•orit3N(.4 1 . r __ .. .....1 _ 4 . ., - - -. ----------.--4 6.--ce? t..__- r- • -_...---= - -1-L------I __r ---- -=.-_-=- -- -- ------- -(..-_ _= --1__ -7-- --C L.17.7.. -77-1_=__Z-1 L___ _ 1 _i_ -4 , 2 ) -1-7 _ ____-7--__- --__ -,:::LI: 2-.._ ..-.: =_-_---1 ,`------ t I 1 ,..._7 [ l.. . __I . . _ ____ _ i__ - 42F 41F Mfg ail; aila 14:1 0 kirilg 11E1 itgla -„ (4z h X if r • 1 ,. , Southwest Elevation ,, ,. ... , . 1/16" : V-0" , ,I ' AT_ E -T t . </ > Sept. 28,1988 Ai AWN BY t_,HECKED BY RMM GM,TR • . ) . • , M T ,141- • • 2 _1 M VISIONS ' --61 FA 4-4 431 • . , PRINTED • :rjr 4 q0)--.' 0 42- (.0 5 •••• 4.--... ... ....... ' •0 0 1110 nc,-r. 0 4isa . 11.: _1 ..._ itn 9 ""li 10,16+01/14estitidIffeillit ..--...--4- r. ,,41ill, Ji. . - _.4.7_1 :2_1•77...•Immo - -77r27-L---".-I . f..----• ( 2 ) - - 7%%.*'%l4t---------------____(1-) • ______ MA,.FNIU 4 OCiVPC `UM Alk RIGHTS RESERVED v . 1 ---, 1 ._ _ _ _i_ -..„ ZIE.SAIASSES -. --- - - - --, F I :H,-.E..:t„. ' , ... .' . . ... ..,.. ... , . . , .. , . „ „...„ ......,,. ... ,, . Northwest Elevation A-6 . ,. • ,..,,,„„, 1/16" : 1'-0" . .== . PERMIT NO. 8811352,881q51,881954 II A- f7) PERMIT NO. 91120)9, 882021 / b In nF 17 ' • 'ftwominuillilimmmimmob • . , 41111111M11111111111MMINITAIM111110. .4MMOMMIIMINIMINIMMEM•••••• ........1 ....., • P41r ) 288409 i 4 , . 1 . tigliiiiiiiiiiilwillitwiipi , . ...• 4..........._.__L_______1 3 4 5 6 7 8 9 FO I I 12 !inn: IF THIS M ICROF 1 IJ4E D --...... • ' DRAVIING IS LESS CLEAR 1HAN , .. 'HIS NOTICE. IT IS DUE TO - THE QUALITY OF THE ORIGINAI DRAM'.NG. . etc 6Z az t.2 az st st.L CZ Z2 It at 61 91 LI 91 SI 4', CI Zi II Of 6 6 L 9 S t, C ----T---17,•-ie: ml111111111111111limlimilialmilm011191991901011111111mikrilmilaii1191199199111al1011119191,11911911101119011949111911,19111111119illmilinilaithialonim11111thallaaIralittalla1111111111111111111111a11111111b1111111111111111911111111111911 X4 APRIL 11.11991 . . . . .. . • i ,, ' , . . . . Keynotes 1 . ft4 AT 1 0" O.C. EACH WAY, TYPICAL UNLESS NOTED- SE • • . ....... • . . 7 .. ... 0 0 .. • al, I. T ® Q I_i STRUCTURAL ELEVATIONS FOR ADDITIONAL INFORMATION �-� 2. :°: 'RETE TILT UP PANEL 1 3. PURLINS 0 8' -0" O.C. WITH SIMPSON FIB O ,/Fe r PARAPCT - (1:11 °All0T/ �(�Ir.TL' t7 PARAPG'r AH END - SEE FRAMING PLAN FOR SIZE - ,L.: -_------ -__- _� c'D © , 4 . P.T. TOP PLATh WITH 3/4" /..B. Q lr- / © - 0 4' 0" O.C. COUNTERSUNK U) (f) T� gMT/� '1 ' �'�) 5. BUILT-UP ROOF OVER 5/8" PLYWOOD \ \ I Lasi -__.__.. Cu_)) �. 6. SCUPPER/LEADER BOX BEYOND SEE DETAIL 1/MA Cl) ZI � 7. GLU-LAM BEAM - SEE FRAMING PLAN FOR SIZE LJ 1 r / T/ .EUC�� R. 1 �' 'L 0� ! I O I T,� L F.V�E,I� �11, i `LOPE 8. FLASHING F-- • ♦ --------__ _..-------_---- I -^ 1\ . e -11 - - --- .- . !1 95" CONCRETE SLAB WITH 6 X 6 W1 4 X W1 4 w_ Q E[t7� - ��1, ` �' EWELDED WIRE MESH XCEPT WHERE NOTEDVER 6- GRAVEL BASE, __ '/l� I 10. L 4" X 4" X 1/4" EMBEDDED DOCK ARMOR L U . 1.� Iai' 32J 1 I t TYPICAL 0 OVERHEAD DOORS III I (2I 11. (2) 105 AT PERIMETER OF OPENINGS TYPICAL ''. I :� \__ I ) ' 12. 1/8" BENT PLATE EMBEDDED DOCK ARMOR TYPICAL Cr) ^--- S . co , 0 OVERHEAD DOORS - SEE DETAIL \ � ( 1‘;--- 2�✓ 'I 13. ASPHALTIC CONCRETE PAVING Q Q �/ / QF / 14. CAP FLASHING 06 ^ 15. 04 DOWEL 0 2'-0" O.C. 18. 4 X P.T. LEDGER - SEE DETAIL FOR r I � I - BOLTS AND SPACING (LEDGER SIZE TO MATCH T� 2.102 PURLIN SIZE) OI2 17. STANDARD PIPE COLUMN SEE FRAMING PLAN FOR h r) SIZE • 1� 18. PLATE 5/8" X 11 " X 11" WITH (4) 3/4" �� DIAMETER PARABOLTS c 12f 41 ( 1 r 19. FOOTING - SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING O 20. 2 X P.T. PLATE WITH 5/8" DIAMETER ANCHOR rn BOLTS 411).::-1301 4' O' O.C. COUNTERSUNK • • 0 H 21 . 2 X 4 D.F. $1 SUBPIIRLINS 0 2' 0" O.C. WITH C z SIMPSON F24N (9 EACH END 0 Ti •1 22. 1/2" DIAMETER DRIP. TYPICAL ALL OVERHEAD I \ 0 I DOOR OPENINGS. V b. 2:1. KEY FORM WITH 2 X 3 GROUT PANEL TO FOOTING JOINT C •I 24. (2) 05 CONT. (.) ID Z I . I 2FI. 2 X 4 U.F. 02 CO 1 ' -4" O.C. WITH SIMPSON 1` lj i A35, TYPICAL 0 EACH END. , (• i Z 26. 2 X 6 P.T. LEDGER WITH 5/8" PARABOLT 0 ro ,�[ 4 • 2'r . 1/2"f ROUGH-SAWN T-111 PLYWOODp (U 4 • II Q( 2B. BRONZE ANODIZED ALUMINUMSTOREFRONT !�10 + $ m Q 29. 4 X HEADER. SIZE VARIES - SEE ENLARGED o �- \� 23.a $ STOREFRONT DETAILS 1 I n Q 2J 30. RECESSED SOFFIT LIGHT - SFE ENLARGED 0 J 0 n • 1 Q STOREFRONT DETAIL FOR LOCATIONS I. 31 . 4" CONCRETE SIDEWALK - SEE DETAIL `tA U 0 1i I r� J a �z 31- 32. SIMPSON VB-10 AT EACH GLU-LAM BEAM 0 PURLIN N � G.r1 hof kit d1(�D ki] T/OPENING ' ; GI LINE LOCATED NEAREST THE COLUMN ( - 33. SIMPS011 5A 36 ACROSS EACH GLU-LAM TEAM (•J t.. _ L ` 1 I \ I •/ I rn 0 =t =a - - - I Zq 34. SIMPSONI�A l35 (0 TYPICAL. X 4 N to •D 4)-2/ _ • I 1 (n O W l N ( >r C, N 1 1 �,\ 4-0 II d . I qi) •_ N N N N j ,I ° U) ���� � "" + . cnI • I Cl.'44'. . - . °.le ' 0 *-/ C:e4 N/1-, II G 101 _ ,L I 2' r- I -Q r\ in , 4 . . I �i I V • ,�I 1 I -t N =1 r= - co C •I 15 el i I flp cps CO I . . 4 S_) I IS I c) J ! FIN FLR I I \6_1 tLOPG ! Ar- ---_-- _,l ♦ !'IIJ. f�oOK. --- I-! 4 ♦ PIN FLOOR ♦. � 1 E9R-ti I -.._. �-- ♦ J Q� / ,e>ir • : • _..:. , ---A.- 0 ,i - . X- i;it ik--) -24, 1_,_ , ,, - - ' 'mi. ----g- e ,, te V i 1°1 a Tii tt. A;) ( _ I,,I __+ ---- 4' -4u .4, .Li i ., (17:1) , , F'IN bR�p� ` I I .) ® `�' ! 1 FTI' FTC9, JA 1 - I,.J 41 L (.LE:AR Tl? • r �IM� ( -i. \I WALL SECTION (2___) SECTION AT COLUMN WALL SECTIONa WALL SECTION AT STOREFRONT _ .�, "j � yA7� 1/2":1'-o• i2': '-o' A7 ,1/2":�' -o' A7 i2': i' -o' . • 1 Se. . 28,1989 22 DRAWN B r / __ Z .___ :1 . -,, . EE - _� 1I('IcE L)B G1-t' GM ,TR �- iP R UJ T � � 1� I D QCT e 4 t3 F�fJ FLR, • -L. MtckenreiSetto 6 lnwrpOrtttd -_ - __ _ Mackenzie Engtneerin4 MACKENLE,SAITO t ASSOCIATFS PC �� 1 " i 'gee.ALL FIGHTS RESERVED I - i I _, W SNE, ` • I A- 7 ________ Ail,A.i.1. 4- ELTICSN PERMIT NO. 881852,881,K31 ,881954 (} /n� N1 1/'G' i I1--0II I,I PERMIT NO. 082019, 882021 ' 11 OF 1' r..,. JOB NU 288409 • • ,. waggW • r ., - I • _ ...c:fit ,. -. ." r 1111 91111111111111111111 111111111IIIIIIIIIIIII11111IIIIP j11f111f T III IIIA 11111111111) 11111111111111tIIIIIIIIIIIIIIIIIIIIIIIIII11r1111I111111111111111111111111111111111,1111111111111 M NOTE: I F THIS M ICROF r LMEO I 2 3 4 5 �.. T 8 9 - IID---- I I- 12 .'� DRAWING IS LSSS CLEAR THAN -� s. THIS NOTICE. IT IS DILE TO THF QUALITY OF THE ORIGINAL ‘• DRAWING. - - - . OE 62 BZ Lt 92 SZ V2 EZ ZZ IZ OZ 6f •I LI 91 SI 41 EI 21 11 01 6 9 L 9 S-_rr t. E Z 1"•L"" milmiu thmli ilmistn11n11mohml uiiimit ambst1111111m1111nlnul ithinimiliffihmlt111lnnh iiiifi11i)•IIf1n11u111n ilmittitiluihmlinibuilnuluul1n1I111diiiiiw llIllnnhullnulnnlU11I1JllM9itllIIIII1liIIlIWlIll11I1U1I1111IIWI111► j APRIL 11 1991 1 .. . ..._. r , .. ... 1 . __ IIIMEMMM. '..m.. 'ml'm'm'mm....I...u'l'......I ..I.'.. 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TYP FoIZ 2 — t Q -- ` I 1 - - -- - - _ •- _ --- W O a U W 1'iZOVI VF N��� IJrI Lii ' Va111,7 -- °G PO ; '`\ -- - ---- - — -- ---- ., (n a a n 0 I.a vaU L 1 G!�/r fz s j.l t� \ lD (� # ,tT 1 �, �4'L m n f'll.�• I'-�Qll!12�1�11� h. / T l \—f,. - _+1,, Q< i „I.;_,z.,• , .; ,,..olc) A6 2° - O -- 02 Rar7 tz ji lsl \ \ < - '12 . �— ---- —- -�\ • ;' ?�LvIJs IsaRt� �-- 2E QIJI g 1I 4J'f6. Jr t.IY • 17gOVI p' '11�►Jhr •1 43 .p \_ 1....62c. Tlo ��G� �I I11iz5M •1T5. /////// / ® �\® or ® '' , Hau4e. msii.• 'NF/.' v5i1'e \ • #Io © • 0 �. —'1�1zMIIJaI. GaI�IN� Q I \ 0 a •. + it ir \ 0s \- z/ / -2 • / � SS: ;-rAIL<� A. �w E z C o) ` • (:::::::: 4* !°'01, �I't3 -- A J PERM10,6 . C,<�ItJE? > r -� ro 6EF (,L'fAli. , I,I�4 Pl 2. 1 e G) • � I C o.! E U .(Z/-2 • N v, 1 = as (i_K ''J- ,It, ,\0 i ,_ ..... . GY+'cam / -NC O \, i 'a V) • • Building B . 41` Buildinga A ( 1 e_ 1 °F -O • Ell1 • o I I ' • • \ \ y• I `� O PROVIDE TYPE "H" FIXTURES ABOVE EACH STORE FRONT FOR FUTURE /,'////2 I it i: • \) CONNECTION BY TENANT. TYPICAL ALL SIMILAR LOCATIONS. r•`" / CONNECT TO H�USF, •SERVICE DI5CONNGCT SWITCH LEG AS SHCWN ON ONE- / -0&41-17G. ► 12CV GIIZGlJii• F12�1 {-IoIJhE poi_ iu I LINE DIAGFAM. CIRCUIT VIA EXTERIOR LIGHTING CONTROLS. . - Gle6iJ1'f 3 (y2'G -2#12)'0 J-F,ex G 1'aM1SK \-- , /0 e'Y LOW IJ I'fGF l• 10�.�1'I pN as i71 fZ.�G'i'�V O PROVIDE (1) 4'' SCHEDULE 40 PVC CONDUIT WITH PULL ROPE FOR POWER SERVICE PRIMARY. INSTALLATION TO BE PER P.G.E. REQUIREMENTS. v\ll O PROVIDE (3) 4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPE FOR BLDG. 1—"--- � 'A' POWER SERVICE SECONDARY. INSTALLATION TOC PER P.G.E. ‘ 1.117(5-; \ iii L 1� REQUIR.3MENTS. STUB INTO TERMINAL C',BINET. pts-O,Iri 120V Gl1'LIJIr 9I'1 NCU poi.-.II2GJ1'( 3 (I/2''G. - 2#il2) to -r- @ 9.4-AmG. , I 5 PROVIDE (4) 4" SCHEDULE 40 PVC WITH PULL ROPE UNDER BLDG. 'B' FOR �I,OW I(GII. LGGa.-fl iJ N, 1�IIZL%GT1> • POWER SERVICE SECONDARY. INSTALLATION TO BE PER P.G.E, owN IPY REQUIREMENTS STUB INTO TERMINAL CABINET.• . • al) G.03TCP2.'', 6 PROVIDE (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPE FOR i" // c�1'�'� 9151•FI TELEPHONE SERVICE. INSTALLATION TO BE PER G.T.E. REQUIREMENTS. r • O • PROVIDE (2) 4" SCHEDULE 40 FVC CONDUITS WITH PULL ROPES, 1 EACH Vr _ `'` s� i FOR TELEPHONE SERVICE AND POWER SERVICE PRIMARY. INSTALLATION TO �� • / I a OREGON ) BE PER RESPECTIVE UTILITY CO. REQUIREMENTS. IMPORTANT NOTE: ,, \✓( , CONDUITS TO BE INSTALLED MINIMUM 36" BELOW FINISHED GRADE I \C �9 • �. �`rFn ELEVATION OF NEW PARKING LOT TO ALLOW FUTURE EXPANSION OF PARKING --- at115 Efal�`(.� LOT WITHOUT DISTURBING SERVICE CONDUITS. yl r-_.__ 1 _ UTILITY COMPANY CONTACTS: �/ DATE • . -, POWER •- PORTLAND GENERAL ELECTRIC CO. •- 1*t ----+ •r , P1". L3, 1�1 r'; 14655 S.W. OLD SCROLLS FERRY RD. • /f• :IRnI,' `+/ BEAVERTON,' OREGON 97007 $11 I \O M JIM RYAN �• / _ ,;I (503) 643-5454 EXT. 225 : ' PHONE - Gr',NERAL TELEPHONE ' I CHECKED BY P.J. BOX 23416 \ . ___,/ *W � 1,) 12460 S.W. MAIN ST. I 1 TIGARD, OREGON 97223 • - O REVISIONS MS . MELODY WELCH ('103) 62J-7132 I ti • PRINTEIS _ 54 ® (1 C T 4 4 rea 1.1ac'IcnzinLtilKo & Asenclete6 Mcckantin Englnearing Incnrpnra'a[I \ `' — O p,MACAEN21E19Art0.ASSOCUIES,PC • RSI I — -- -- -- - — -- --_— '9/e.ALL RIGHTS RESERVED MACIIENIIE SAI10 S ASiCI;IAIES PC ,N ' 'HL3L UHAWINUS AHt 4 PROPER? $AI AND ARE NUS n BE USED on R[Ni,i OUCED IN ANY MANNt R EXCEPT WITH',11 mon WRi,,rN PF R1.03310N r•E M S• n --, . r : 2OO•• r S 0 . ---;(_'%1- 1 ,/=,•1 1-r t;i1 ,6\Ni SHEET 1 North - • ■ � • Z, '7 Ell. PERMIT NO.. 8811) ^_,f3E11951,13t31'2 4 INS/ ►1 VJI NI COmit Na ENGINEERS =Er MI T NO. 882019, ea^Cly 1 C.ALAT, MITCHELL & ASSOCIATES >P,Nl, rc !r0 J.F. ,oOM IrlNU! lll out{60!Am.0! 288409 • -------- 14ATLWQ DAICON 17t04 r N 1,_ OF 13 .. ., 11animilummIMt 111j`11111111I111111 L1111111 I1111111 I111111111111111I111110I111111111111I111111 I1111111 I111It11 IIIIIII111111111111111111IIIIIII 111!111 1111111111 11111111111111 i2 1 NOTE: IF THIS MICROFILMED ( 2 3 4 5 -- tg g 9 10 -- I I - _ DRAWING IS LESS CLEAR THAN 1 ' THIS NOTICE, IT IS DUE TO • THE QUALITY OF Ti-F ORIGINAL p30 DRAWING. — • OE 62 eZ LZ 92 SZ 02 E2 ZZ IZ oZ 6I el LI YI !I 01 EI ZI II 01 6 9 [ 9 L 0 E 2 I"••'• • 0111181INUIHuInNlunhlnlm111NIimIIN11111N11ullimIlm ifillmintili 1111111111111111811111NII1141111IIIN11111111811111111111I111111011 1111111111111901111111111111111111111111i11911111111111w111mIn1111111111111111Itafilllllllb!lull 41111111IIUIIIIUI1111 R • . . - APRIL 111 1991 - .. ,,, - „:,:.,„.„,,,,,,,„,,,,,„..,,,i,,,.„,,,,,,,,„:„.„,,,,.,,,,,,,,,,..„.,,,,„,,,,,„, ...,,,T,,,,,,-,,-. ..,, ,'., ",,,,,,,,-„,.„.. _ .. !tJ•1�rrDA�111lMRI' •1 n -,, fPANEL _•J-ii-' LOCATION .'-;lr>;,:=T 1; TYPE Lova-D• F F` Loo ,AMP Imo/ 'Z4•v VOLT -3 PHASE 4- WIRE I ' CIR BKR FDR! LOAD �IX'rl-f k-!..5- 6 I-1 DLJI 2 -(54,gpookie NO A. ' P. AWG DESCRIPTION A C - - I-- ' TQM t ( I 2`' i . 14. - 3� i• "A" WALL PiOUNTED H[GH PRESSURE SODIUM FIXTURE WITH DIE-CAST ALUMINUM ` • .3 i i f 11 � �LCVJ yw,L - I. HOUSING, 277V HPF BALLAST, FUSING, DARK BRONZE FINISH AND WF.T f �(J - -ilk --i '' - �-I'- LABEL. (I) 150W HIGH PRESSURE SODIUM CAMP. MOUNT AT +20'-0" 1 �r I �1h" I I ��� I A.F.F. (VERIFY). HI-TEK #TWA-1505-277V-SF. • A`I'f' i2zrA-, L 2.,.' I I 11 �� "B" RECESSED INCANDESCENT DOWNLIGHT WITH THERMALLY PROTECTED HOUSING, �) �`> I 3F' I 3F' I ;I>p -_ COILEX BAFFLE. TRIM AND DMP LABEL. (1) 150W R40 LAMP. HALO - (i j - I I I 6• - #H-7T HOUSING WITH #410 TRIM. Q eE 6 "C" POST TOP MOUNTED HIGH PRESSURE SODIUM FIXTURE: WITH 22" ROUND L 10 - SEAMLESS ALUMINUM HOUSING, TYPE 1 DISTRIBUTION, 277V HPF BALLAST, (f� c r- J I-. r J -_ - 12 - - - FUSING AND CLEAR TEMPERED GLASS LENS. (1) 250W HIGH PRESSURE w • - - La�l SODIUM 1 ',MP. MOUNT ON 20' ROUND TAPERED hLUM. FIXED BASE POLE c7 1'^ I \ I 1 ti \ I I (,,,,\ 17 MAIN BKR 4r"- -• TOTAL VA - j I WITH HANDHOLE AND BASE COVER. PROVIDE. POLE BASE PER DETAIL ON L_J r 5 w� - I -I • 1 I TOTAL KVA _%; TL AL AMPS '2. q I GARDCOGS.#CP22-1-1-277V-250HPSND FIXTURE -F-NAO -2pE NATURAL ANODIZED FINISH. N - I . •I,-f I BOTTOM 0 SURFACE . S.NEUT • FEEDER "X-:-'e a1 a-t.11 E „ �. Z `^.J • -0 �� D SURFACE MOUNTED 8 FOOT 1-LAMP OPEN FLUORESCENT STRIP FIXTURE. Ll��,/ : ?w �, � I I Tr N 1 I 4-1 I . TOP I. FLUSH 0 I.G.BUSS 0 AIC *SYM. I7.4'"c' (I) F96T12 LAMP. LITHONIA #CIf)6-120V. Y (� ' 4, II mGQ 20«.d I 1 ?ter... Q'� ( 2 - z Q Ip C Y 1 --� 1'(Illl a.L:2. IIJG. Ozt-20 i'NofoGoNtleal, �(UE'j IJP lop ----,+. W1'(N /�Ju�ffp.p�[,� lJhl fIV1T�'. • C, +2'-2" tz Hca-}-t ‘m.! IZovF *iv ��GI t,J GI I.1GIzT� 1J"f U f_' . -- I - . __. ..-'._ arzGl l;G? l�aGa'f I O N W I'(1-I ' H N 1 _ __.a_.__- -- j ii . c - • FIJ�• � or ;�o�y�, -• -- } 1=1x7 d 7o KYG 1(r3 ►-Y) 0 O ("C �I.rG��I G,�I, �L,L!I�') �l�I�VA-II %"'I� � hwl-r�1- , tiEe ale - • „ � , LI�: 3/¢" : I' C • - LIN 1T�IL 2/�2. • N---- (.LEI-if lh 0 ColJttzolisYPrc-06 V 4w1161. IW L�G11216/4L ISM I-I FLUORESCENT STRIP L.. IJ RECESSED INCANDESCENT o, �-� I 1°r11`-1(____ _______. ..___-'°I ' I Oa WALL. MOUNTED N.I.D. ��/ U.CX� �X7GRIDfZ. LT�. � ( -2i- \ .�iJCr��I,�� ( �I�I N( �I �J -��,p �'(}� $ir,�U6j,� +Q POLE ;10UfrTF.D N.I.D. (ARROW DENOTES LAMP ORIENTATION) E H- puoToGol�r>`KCL oN r?oo � ,� � � � _ ( � ---- - -- ?� Q JUNCTION BOX r U"fIJ et: fa.e..41-006- y� 0 �LTt✓�♦JaT I 1 L 1.4 J�I,I/ • 4 DOUBLE DUPLEX RECEPTACLE v) �J 3c 1-let. S'gK.VIC, PIAL. 'NP' '"x 4i3" x I I" GLIRr�L IJ,. (� ccS 11�AIJx9r4g-1 GAP'. ,,i- COMBINATION SWITCH/DUPLEX RECEPTACLE CU C '' EXISTING CONDUIT L. �w GirY 7•(17 wain - - �\ CONCEALED CONDUIT 0- MoU�1T T .►h1=o2M�� I�iJ'i I1 E 111 I-----lc? 1 _./ I I I r- ----- -I I +�• III I INL�IZE 11 I I �I�TU�� (I)4'L., 1 40 P c- G.O f-- CONDUIT IN SLAB OR UNDERGROUND cu 3 I_ - -- I I �. IArLY. y1 fly 2�a'S. I 2��.5 i II F- 3Y 41 I 3P rJ �,L-f I I I � � � I yl PLAN ��� �I g L�'I,Jt,, SHEET NOTE DESIGNATION o 1.�I21 IR LV I-41'o II L'- 1 C 1 ..L . I f� V �A� ywlTGr1 j I I j I I tGltf'. I I CO -� II I I \A/\/\A/ t?G t Go. 1' .f44 h �J�-LItJF 1%liZ LJI ZEA p L- J. T_ J L J � ��' - - 7-1-I I I 1 A W\ }�IZIJVIGG GoIJG �'f Q� r -7r � G'�. �. 111 ,_ r -L N, 31ati413.'s-11 1 .f4I IAL I [l'1 • I • I X1,1 _� *.(c„ ' *F, I I l Gaf31N�'( � eel. I I I = • 1 ( !si, I �_. _ G=1�IG�11r✓fJ . M I- -���, I I II I '` 1 1 3 I �1 I hrfr rtoi-1.1 r ..(.01 -Y 'f1J I 1 12ltJr� - f�L�Y: ie. �_ GGIJI�U1'f �I X11>• &11p.Ir(ITIl1� $ I �#2 i 2co�. 1.____ _ ( 1 '! L .Tlo�lh � I�t'1 ��;f, � �Oit L G # ---_I----- I - d ' ' L.__I- -L _ (3L/k V `rYr�C. 'G' __-_- r I I A-4�0`(-2"17v '¢N - Ill tx:, 'I .' Al- �I�t�YI�c -I%2"� 4 'j (Nw � 1- t- - - -- - - - - -- - - - - - - -- • -'/4'G ,4 t�IO, Illi✓ c t7 ;L 1. /1^,- -I• - .�I> I ' _� - , I 1Z-" - -- i , (1 c�' r� v�l��) -- - - plzovl h la►� �� t=Llrta�� L - - --- ;,�o-re� �. % A\., AI,7 ►aIJaT� 4ae/�aaa I _ r ii r I I t vlylalr ( ) 2a3' i I,' J1' TI✓IJ�.Nfvl I i L i_! 1 !- r - G->r3 7Nw GL1 1 += /I G�.v, (4) IF 45e/6446. 5e..1�/lU� � I � • / I }�I I• I / I r - I A1,--n- 1•1A1'5 Iti 11Sl✓v, ��� �! G��I ��1 ' ��1 C%L,��1��I�N I ( I `h I u Al)-a. L _ ! _ J 8 I� � Mrz 3f' 1___J \\1\i` • X � IJcT �- ............7tjLCJi .I.•. l✓'T"i<I(.,a L 12DON1tGTLY "111 •) ,/.4.',:-*,, Q' !3 ;ter Of'Pos I T� 1-I�.1-K7 • I -_ .-- �+'11�'1a'! IfRoL ;I t: I �� 9(.,: "4)� i , 1 ] • I__ _T J 1_ .J J I 11 _� ( -J 3 -� /3P I yGOREGu91• L I _� --1 -I �xt�r�l;�rz I,TG :�1JfrzvL 0g FLIh , �(��a �Yl - �YI'r��� S�/11'rrl 2,+f�0 15,x, .,FNp. '`t_ • - • It' 410 10'41. 1111C-11!''YP� I%IKTIII �i HATE I ,� • IIISuJ, _ �2'G _ X12 ' I, �+aT �hl1�i�`t tom'IVB �O�LY./.ONLY) thews loos swoon / SP1 23, • I,IOrI� WALL r'Ell NMI! �� I r1TN UPINAIRE►0.0 imisier (____ L,, • , �LJv Wis.7� l!II�►-� :/r1210w1K -, I16TI,DTfD14 uf�Awh Y ---"Ti I 13 S MI 11 Ila 'fa I•ii.p. �L ?12 K /) Ly 3v�/ MD. elfs,SH CAW(_ .n. Ul L pLYwflap 7�L, wri N 3/a u,l, - NOU/�i �pNL 'NP, I le -M, �D izD FII• -. ;" F u 1�, : - 1 Ote-U • v. -E AAS ea.t _�. I CHE C1: C GI)L.6 ilk,'I,' *1-1 T -t �I X-7' _- -- I inlca.l r' : ..A.".y , I I 1 d. 3�¢"<., -3Y asoulT I. 11.I IIF' I I &ow yr otos _.T . REVISIONS 12-1/2' CTA. 20'01A. '•1: :1- •u � r CAST CTE USE � : ' ' T 17\'7.1-4. _ ri- --1 - - - 2/2"G C - 11 Uh,A-'1 PLJTEI ! I0,a. .4.' , l • R 1 �1 T H 1' I/X-N. �,o.Tl�''IJ�2 �P N NvU�,E _`1 l' #� 60L117 f l y God, _ _i'_ , ocT 04 '19 H '1 ,1 . - 1 • :::::::: lnenlpOIEt'f� l lll.lh•T� GOIL. JI.Ti H' jlnp_- \ I _II- , r -1 ,rNnN� fA.t2.\ I I , "1 \ . _ * ' i • 1 _ _J \..... _1• '/ O&ASSOCIATES.P C-.-.__ _�..- �ya/'f 41> Ite►y�4.�_ l.li'I''111•IIz/L) iIt;'a, . ,,84� 2 �Y1 �I ////// 1f I - if IC /(�/ k L� ✓)TS `\ }' l.f tiles�'-'�/�JNi] 7Y�I�j�1 \ V �1 VV 1 I V lam' r I/- �V�, / _ _ -y/� I - "�/ pESE RVEDVI• �• - /VI✓ J� �� I /'�1 ��� IDAN4I UlEDO kP� iM rin JN (ALOJ7o vICe, (7YpL), \ �� ,�'/ oA // IA ID ARF NO1 t Oof USED OR SHEET 4 vs. _ 1 -_,[, .6. . 6.., ;�2 ERM I T NO. 831052.8F31.'-;5 5,2 6 J-s : •'/4'' = I'-G' r4 1A OF J" CONSULTINU INOGNICER9 PERMIT NO. 882019, 882021 -! 1. 1.' OF 1.3 - -- CALAT, MITCHELL, kt� .SOCItTEs 1()E14.) --- '+ .fro S.W. IOUNTH ArIM/l TT1.ePHO1R (eoS)ett-tar; 288409 PORTLAND, ORSCOH e7201 t -,a--. Wk. I ... J r ,ma:ter Iflll►i111111111I$IlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllt111111111�1{•III11111111'11111111111111111111111111111111111111111111111111III1111f111111 111111111111 1111111111111 J .� , _ , e�.alvx+M!.;r'w.»eu..,+„'i**-•.�w',r...,..",.,..qq, , w: •W. • 30 x i NOTE: IF THIS MICROFILMED I 2 3 4• - 5 - 6 7 - 8 9 I0 II __ 12 DRAWING IS LFSo CLEAR THAI • THIS NOT ICF, 1T IS DUE TO THE QUALITY OF Tff. ORIGINAL , DRAWING. OE 62 92 12 92 S2 V2 E2 22 12 OZ 61 91 LI 91 SI 41 EI 2I II 01 6 9 L 9 S P E 2 - 101•" 1/911IIIIII111mIIIIIIIIIIIIIIIIIIINl111111111191111111111U111111U111ti11IIIIIIImLI111ilmil1111111I111111111111111111111111111111111111IIIr111111111111N1119111111111111111U11111111111111111111111111111111tlilu1111uIII'n1111111111I1111I119111 111199111169/191111IIII111411011111 L ,... APRIL LJ 1991 r . .......