Loading...
12256 SW 135TH AVENUE-1 r (1 N -NUE proceeding it am' unusual conditions are encountered in the footing he chaired to proper position in slabs 11. Plywood sheatoing to be standard grade with exterior glue Install excavations 9 Reinforcing shall not be bent or displaced for the cum enience of other roof and floor sheathing with face grain perpendicular to supports and 3. Do not excavate closer than a�.l slope help\ foatings. trades unless approved by the structural engineer, stagger end loinis lnstall wall sheathing either horizontal or vertical 01MAL 4 Clean all footing excavations of loose material by hand 10 Minimurn coyer from concrete surfaces to reinforcing steel sha!1 be. and block all edges of plywoc,d with 2 x 4 or thicker blocking. Block 1- These notes wet minimum standards for construction. The drawing^ 5. Excavations ntay be made under continuous footings for pipes 3 1/2 to bottom of fouling root sheathing \•here noted on di awings Refer to UBC Table 25Q govern oye: the General :Votes to extent shown. Backfill to he approved by engineer 2 Coatractor shall verify all dimensions and conditions on drawings and 1/1 to earth face of wall for nailing schedule. 1/1 to Inside in the field. Coordinate locations cif openings through flours, roof and )CC NCRETE I ) facie of wall ns l l/4 from top to slabs un grade walls \ith architectural. mechanical and electrical plans ?\i,tify design I. Averagt� concrete strength as determined h)' joh cast lah cured 11 Electrical conduit shall be placed near center of slab 1. Detailing. fabrication ;Ind erection shall conform tt, the Steel agency of any discrepanciescylinders at 28 days Iplus increase depending upon the oiant s Const!uction Manual of 'tISC 3 Contractor shall provide all necessary temporary support prior 1 , standard deviation as specified in ACI 318-77I shall he: 3000 psi for TM-ERARING 2. All steel to he A36 except as noted. completi.,,n of vertical and lateral load systemsall uses. 1. All laminated beams to be Douglas Fir with it) . 2400 psi per RITC 3. All welds to be made by Certified Welders to AWS Standards with 4 First floor shall be permanently attached to walls prior to back filling 2. Minimum Mix Requirements specification. appearance grade to he industrial. E70\X electrodes against structure. a. Cement content per yard > sacks (& 3000 psi 2. All glue laminated members shall bre notched, shaped and finished as 1 Bolts to be .x307. Provide standart' plate washers under all bolt heads 5. Where reference is made to ASTyt. AISC. ACI or other standards, the b. Slump2 to 4 taches. Deviation from design slump •1/2 to -1 per plans and specifications and shall he fabricated with waterproof and nuts in contact with wood latest issue shall apply C. .air Entrainment: Per ACI at all exterior slabs. glues. 5 All structural tuhing to be ASTM A500 Grade B fy - 46 kFi. 6 All work shall be in strict compliance with the Uniform Building Code d. Admix: Water reducing admix IPortolith or equal for all slabs 3 Erection of members shall conform to AITC specifications No. 105-65. 6 Do not oversize drilled or punched holes with burning torch. as amended by the State of Oregon and all other state and local codes 3. Place and cure all concrete per ACI codes and standards 4 x111 lumber species and grade: to he as follc,ws. 4. Provide control oints to all slabs on rade at 20 -0 o.c. each way 172 �' REA-TT1 .E��)Q a\[i h0O ' O jlz and Building requirements that apple. I k a. ,Joists, beams and stringers........... ..... ..... _._.. Douglas Fir 7, - Design Criteria. maximum unless otherwise shown on plans. Provide heavy 13/4 I 6 nom. & greater beams & stringers._ .__.,Douglas Fir =I 1. All roof and floor members shall be manufactured by Trus Joist Corp. a. Basic Roof Load isnowl 25,1/sq.It. (snow ')uild up tooled joints ac 3 and !12 premolded expansion joints at b. Bucks, blocking, bridging & mist:...................Doug Fir or Nem Fir 173 or approved loading as per SEAQ snow 30 -0 o.c. in all emerior walks and slabs. C. 2 It 4 studs........., ....................�1)ug Fir studs or std 2. All joists shall conform to all provisions of the 1986 Uniform Building toad analysis, 5 Sleeves, pipes or conduits of aluminum shall not be embedded ,n & better or 172 Code. h. Floors 5(117/sq ft. at office areas structural concrete unless effectively coat',d. d. 2 x 6 studs-ar.d'larger..........................................Douglas Fir 4r2 3. Joist shall not exceed a live load deflection of L/360 or the working !nn=/sy ft at assembly areas e Sills, ledgers. plates. etc embedded in stresses as shown in the L.BC standards for appropriate materials for C Wind 80 mph. Exposure 'B RELNEORCING or Ili contact with concrete...................... ...Press treated Doug Fir -72 the loads indicated un the drawings. d. Seismic Zone 213 1. All reinforcing steel for concrete shall conform to U.B.C. standards f. Posts................ .. Douglas Fir 171 4. Joist manufacturer shall furnish complete engineering s":gyp drawings ............................ . ........................... . S. Mechanical equipment, mechanical and FFAR140F piping larger than 2 No. 26-4-76 and ASTIAI A615 grade 60 for all user, 5. Crossbridge or solid block at 8'-0' maximum o.c. for solid sawn joist with Oregon registered professional engineer s seal. diameter or other items producgng a ixanger load over 50" shall be 2. Fabricate and install reinforcing steel according to the Manual of 2 x 12 and larger. 5 A T11 se•ies. hung by a Fvstem approved liv the design agency. Any hanger Standard Practice for Detailing; Reinforced Concrete Structure ACI 6. Framing anchors, joist hanger. putt caps. etc. to he Simpson (ft' I. Manufacturer shall furnish all end and intermediate ?title,;crF producing a load over 200" shall have additional framing installed to Standard 31 5 approved equal Blocking and/or shear panels and metal bridging assemblies a z. transfer these loads to the main Ftructural beams or walls unless 3. Provide 2 -0 x 2'-0 c..rner bars to match horizontal reinforcing in ? All bolt heads and nuts hearing on wood to he provided with a required to provide a complete floor or root structural sx stem. otherwise approved Valls and footings at all corners and intersections. washer. 6. Camhers IIf9t/1T(N V�1:t£r 9. Shop drawings shall he required on reinforcing steel structure steel. 4. p Ilii 1tn;lig;ti�I_if;t,tr_ S bees in wall and slab reinlcn•cinY .hall be lapped 31)31) diameters and 8 A11 nailing to be per table 25C! of the C' Roof Members 1.25 dead load P.C. 'ails called for on the aPPRcnvL-D . . . glue laminated members. fabricated jt fists. and shall be reviewed prior sht.;l he staggered at least 4 at alternate bars. drawings are to be c�irlmon. 7. All bridging, bearing hardware, blocking, hangers, etc that connect to to fabrication. 5. Provide 2 174 continuous bars at top and bottom and at discontinuous 1. Cutting and notching of joists 11()t allo.\'ed I diameter hole may be the joists shall be per Trus IoiFt Corp. standard det,-ils. CONDITIONALLY APP;OVEa . . . . . . A ends or all walls. APPROVAL 4F PLANS L$Nor AN APPROVAL OF :.tm rilled in the center 1/3 of the rteh�r dept!: All other holes to be Erector shall exercise extreme care during erection of joists to prevent DIVISS:0INS CAOVERSIGHT!5 FS['\DA T IO-NS 6. Provide dowels from footings to mat,:h all vertical wall, pilaster, and approved. them from buckling laterally. Provide lateral bracing as necessary. SEEM T iEU LETTER. . . . . 7 1. Design soil pressure assumed to be 1500 �sf LL plus U. column reinforcing. Lap 30 dtametei or 2 -0 minimum. 10 Studs may he notched In the lower 1/5 of I, . nelght ut Ftud for 'i Manufacturer to inspect all trusses after they have been erected and 5-1- _ o Aric:cxA NEN TE 2. 411 footings to Bear on firm, und,sturNed Fc>il or approved compacted 7. Lap all bars in intersecting footings 2 -0 or 30 diameters, whichever electric and plumbing; pipes, hu'. no part of notch is to be deeper than sheathing, bridging, blocking, etc. has been Installed. Manufacturer to is greater. 25; of width of stud. Holes of dlamc'ers up to 1 '3 of width of stud submit certificate to engineer that the inspection was made and that fill minimum 18 Below final grad, notify design agency before , 8. All welded wire fabric shall conform to ASTM specification A-185-7" may be drilled in stud: but nr,t in center 1/3 of their height joists are in acceptable cunat,.ion and meet with the manufacturer s a. All wire fabric shall be supplied and laid in flat sheets and shall design and installation requirements APProved.............. .........( , CandRionally Aoc For only the wart , Pr'RMIT NO. �� See letter to:Folli Atteloit f Job Addres8: �T• flti'/�i � OUR REDEEMER. LUTHI - RAN C1 JURCI I 1 N O R T H E A S T C O R N E R O F 1 3 5 t h & H A R T ( F R A N K L I N' ) S T R E E T , T I G A R D O R E G O N TAX LOTS NO . : 4 7 0 0 -1 2 9 0 0 , 1 3 0 0 0 , 1 3 2 0 0 , 1 3 .3 0 0 1 3 4 0 0 1 INDEX OF DRAWINGS: CONTENTS : SHEET # : - _ �I • -1, �.�•P, � •gip... ' � ri 1 q c�....••, •• MET 0[ r A 1 SITE PLAN • FOUNDATION PLAN ,* * DETAILS LOWER LEVEL PLAN • = L rS A2 UPPER LEVEL PLAN • FLOOR FR M --- �: .:: A •NG PLAN ROOF FRAMING PLAN ROOF f LAN �- w..,. ::ro i A3 REFLECTED CEIL, NG PLAN • BUILDING ELEVATIONS • SCHFDULES SITE :- J .n�. � � ,/ .a,•f' .16 4 •. ,aw.et 'zC 1 "�� •wC 4 J' J A4 SECTIONS • DETAILS • CANOPY DETAILS • � y.� ��,�- g- ..� . t ..t.t...... / ,aye _ as A5 SECTIONS • DETAILS' 1 , :, t^� ,i L c» i� •t TT��''. cis v. 0 °b p 1 t "" •n't t A6 LANDSCAPE PLAN _ IT,rc .... t I e,tt _!fit���i-(fir .!• .. / N_'I �"�r.f 1l�Tr I ! CINITY MAP ' A R C H 1 T E C T "Y'(.4w C. lawk-'s il.i.t►. << F'EFMIT N0. iatJF' 1)4)\ I I-TI. Itilltil►1n'a►, umga►tt 97123 ('50:3) 649-6871 f I ' �...._.__ - . J I . • •{{ `. .. . --......n....e,,..�...r�.,�=.....IM.�,1... - ..4.w'r.liut�'._ -r. �•. MMeK... .. ....... ,...,..-...w.r.+w't�l.lbr..... •.. ...r'.� ..�_....i.....,.. ..._.-.• • X111111111111 1'111111 Illhlll 1111111 1!11111 Illllll 1111111 ti1111�) If 11111 1111111 111111 111111) 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 Itlllll 111111) NOTE: IF THIS MICROFILMED 1-- -- 3 4 5 • B 7 8 9 l� 11 l2 DRAWING 15 LESS CLEAR THAN -� THIS NOTICE, It IS DUE rl I-W. QUALITY OF THE ORIGINPL DRAW ING. OE 62 97 12 92 S2 It,2 Et'. 22 12 02 6t 61 LI 91 SI b1 EI 21 11 01 6 a L 9 S b E 2 I"•�•• �-� X111111111111111:11111111111111111111Ill IIIII111111111111i1111111111111111111HIt1111M111111111111111111111111111111111111IIIIIItIII111111ImII1IitIol1III HIIIIII,IIIIIifIII IIIIIIIIIII IIIllIIIIII111111NIIIIIl11111111111111III 11H11111111NIIIli 11111111Ulrllltlllltl►IllU1111t1111111111111I11U11111 D�CEMBEI, 19 199_ 1 . 1 , ol_(pll it sJ�'��I - -- 11 -<,v L - • LSCRIPTION _ - - --- - -- - -- �-. LEGAL D n. ...... �.o li '-,v`' I I''a'�- s'_�II M tlunae 6outh 9'36'])" Lu[, • alste • ,71 !sit to • point a( curvM sir•I �� A eest•!n Cru[ of lsi.d situated I. the Nurthsmt oarquarur of t•aton 4, dieunce of ]21.17 foot t. •n angle poL[/ Whence ►oath 6e•1t'4a" Cmt 10.04 Rhence ioulhueHrly, along the arc of • .00 toot radtub curve to the lett. FOOTI N ��^- ��`� JI..E Towne,ip I South, Roup• 1 4e+t of the Vtl Maat t• NsriJia+, Ceun[y of 4uh mg[on testi ahuwa 6outh 1.46'01" Mut 93.40 Ce•t toe point o1 curvstut el themedisk..,. - - - end Dula •t Oregon, L.tr-g •^t• I'at0re ululy doer ibeJ a follwe: Lou rhe aat•riy, •long the •r: of .t 17.00 foot .di- curve to the lett, through through • antral angle of 86.04'45", an act o[ 71.56 (the chord • central angle ul 09.0079", an sic dle[ance of •3,01 lest (the Chord Our• basis Louth S)'Oo'S6" Kut, 10.46 /vu) to • pou.t of tangency: thrrc• Har[h t51 q I ~^� r••-/ 6ealnning •t the swrh at I."t I4], of the Julr c °rJ•J pier of hoN Nl rl: 9)•54'41" Lut 77.76 loot tc tl.• point al beginning. I,1 F-j4Gi/ /1 Zr-, C[ } '`^�' �� IM - � I 1259'33' Louth 67.61'49" Lset, )7.90 Cull [e . point o! unp ncyl [hence Louth I'I/-Y1'� iil�f J f 1 + ►L�!*.�%' �, [//�_A�V\I t2_F7 I,�11 I ��, II n.L H0. 6: tLonce Noe"10°)2'52" Yut, dung the we.t etly lin• 1M ca ot, a 06.16'06" Last'.190.92 feet to• point of cure atur•i th•n:e Noc themtstl y, done - T' F• -,-(A _ _ - --- - - -, .-- _- dietw+c• o[ 70.I1 Co.:r to •n u•gle point) thence Nur th 2.51'59"Vut' he era o/ • 11.00 foot red lue curve to the 1•lt, through • uuuai si+gl• o! T��W� y ---- `--S -- T - aentL+ulrg along aid vat lin+, • dleta,c• at 61.55 fur to en •ogle po4+[; IOl'61' ", •n •t: dl•tr,ce of 16.6] l.at (Tho chord bac• North 40.52')9" L /j - --- - 1 thane• lint lh 3.31'0]" Lut, continuing along •aid out line, • diettoe• u! teat, 11.17 lot) to •q.,.% et t►nge ncy; then.• North 9".56'34"Yes t, IS).111 sl'Qlxz!'-OI' X IZ' 3- �'4 ,t, ' y,4G T 'w 1 )6,SS fe.0 to point un tLa •ouch lin• o[ the duly root Jed , :" i. Once H. HILL !sit to • pmn0 , rutvalura; thane• Hnr thwse[rrly •long tLs •re es ■ 73.00 `j•�/y I j' '- -�.. J-- �'�-.- -r- ��---� I I �-� - J 1 - = N LLr T_./ •���I LT`1�.J \ ^ vO N0. ]: OLance along aid south line of MORIA 117 HILL NO, 3 end the a wth Slne of loot r•diu• <utve t. :}• lett, through • can[r•1 angle of 5.36' )4", an arc ___ - - j I I I T `I HOIINItl3 H1111, NO, S the Lcllwing couraa• end diet ental North 77.17'07"Yurr, a dist•tue of 7.19 tact (the chord burs North 12•4tlr01" V•et, 7.39 tut): theme _ j ' I *Z�T. I I ;/5� (,�, '� I II OI [hoot+ Hui t;t 71•)4':•1"wast, • distance o! 14i.9S (est; t dLunce of 54.00 tut :o • Point of non-t•repot 'I 11 ��, 7 - I ( I I I •�-•`'I / ' �IN�A� � I '�2� L diet1 of 67.On tori Nut.h 74'22']2" Lae , • tai -O 1\ 4-- �-G�:r� rp thence North Btl•16'OB"Vstt, • distant• of 1]6.89 tut to • point in the amt cmv•turr, thence 6ou0hemterly along Lire arc o! • 12].00 foot rdlua curve to /��/-\l J Q K 12 �' V'•_ 1.1 I I I I , .'�N�� GL-�-.`a~ tight-o[-wsy line of t.V 1150, Avenue, (County Road Ho. U6J, old at b•!ng the r1 h[, tLrou h e c+rete+) •regi• of S')B'S4", •n arc distant• o! 12.)7 Leet _--_ -�` _ 70.00 toy o! end perAld to I. ,s aeon ed at right areola) the t i )N I I I ' I�IZOr"l Ir�l�lp` ���...•r r'�� 1 `•• eest•rllna Cha ra ol{ th++xe Louth 1.43'51"Vest, •long -Old right-al-way lin•, • (the chord basis South I1.4B' 0l" Eu t, 12.]2 fat) to polo[ of t u+g•rtyi --- I I 7 .7 gya�! j 9� I I - rl �g\ r 4'.O'I.cl}1-O"KI?� q'•#�'h �•W' gl I . I 1!r'..'_' I j I _N hJAI�L: *i} VG1G?IG/4 O� C; `\� v`� � � � � -� !i .o,Iy �i -J rmyl.s3 \9 � � ��►j �G• (� G� OF WA'.l� t V --, � �ft �. 1f _ - I--- - - -- - T./. • # s� YAP P.ao�"tbl"I �'-!�"x 2'--v"x loll uN t+�CwrloacCt� ;� �� �,3, _� �,, 12 �7�s TMp �- I I�1, -r j _T �V G� �--� .� K(p'-0'1,<IV 3 - 514 L'046 . 4 -1 L -� r-- I I L 1II _ IOW�-I � I Tv Ir, -6 t Cv2.�o r -T -TILTYt='IIA L_ FoaTIIvG u.r.).v7 III Z • - \ � 1 � \\ �� 1 I � /�. .S i) I I `r--_._ � FJ � � � -•�--_. •-•t�--_� I - - -t-.j g j _. � _ I �-- .�y�� .2�r1,�>SI� I � -�I.. -► (.,) � t-� \ �.. �/ ��iil�l�iG .�// �j'�✓/9C/r► /`���J� / I I - l 'S _ I I j -- T _ - �lI j �_ I I . -__ -+ lu _ _ - - s I k 1 o rn I ' 8 I' 11, - I\ a�sysr�M1 �- �- I I I - ,Cj 1 \ �� �o� I /N's. h ► �jiPP 't;)t/El9 1fQY /n 7 �' I ti ` ' - 1 �2, ,' I ,, f r II'' _T '� \ �E� /°��:r�'" 'T�,/I �J3E" '/ � j`'° �- � ���.. � o• - �._ _ - - 1 I � - ' �. r o.DJ. f Cr1t!" TTS �GCG//!I�rV�'9 ti's Ti'+� 1 /� - - >< - ~_`- - _ - _I - -� "� �'-- \ 1 l I 11 Le%9 ' \ � � 1 \ 1 I 1 � _ � -� T , ` of I I 4 '� , +2s�►,o' I , N = . 767�ib/! \^ 1 � - \ 1 1 \ bwlfl H 15N Te �x u�d.ro I o. r1 \ TO '75'7. 57/ ►,( 4x�" ,moi,aro,.[ 7V ,�sr,GMle 1 \ ro w) I - -_ --- \ \ 1 ---- ----- y - +2`-2.GC' 4 - - - _ -•- t2614,fdI ,^ " " �� II �f Ik�TI NC�1 D I N II-p I I-O; II't0 -3 1 ( 1 � '1 ` \ 1 �/ •yt-, [ix�T I N C-a ��, -,�-_ - -_ I - _- _--_ - Ppovl DE 5''W bLG�4caU T \ ! 1 It 1 1 1\ 7 k �� G°�'T'�t !'r •I r 1 I I' ..I I-�I h�jz- r.L-Vt-Imo+-tit a�•M I N 1 \•\ 1 1 1 \ �� I � � I ► + f 1 ��I 1 � � '•� `• � 4)__�oundation Plan _ /1 II - I101••i�' SNF��► I;o L Z4 �• , o`` � � _ Wall Types -vat -('J'I 1 �' \� ``� - 1 I 1 I 1 1 II I Ir 11 G L- .J_I it 1- II I I I I N I . b 3 TE�f 'HCW E 1r� G01v RETE ln�` � yZ d 1 I 1 11 1r 12 O � -yi e•'h �ro ,�k3 G/ � 12 d 1 - �I I �/ iCP � 1 x 11,+11 ��¢ �$ '1 ?' 1Z O - CoNN6GToN a 3''16 sit-0 Opt+ ,_ I , Zit f' 15TUM a Zot c.o• 0-/ ,Z"YA- Tey- -•a°'S NEiTFR PP•D '� G�xG►/lox10 I� _ 1 -,I Na ULATIz7N LL L� ,.. y. �► ' �a�° I.s.^�'°� ,� •.,.\ \ ,l w.w,N. � P � I `,�� ELFT•N ETER 7c •`'U GG Fell T,'�°� IX`�tTP• �D.7io 0 0 3 n m 3TU 1� d 2si PiVNE P/'•NI_d.� 16 FwcT. SHEATH 14--1 PND 7B L V t Iz{�t D byP ECO. _ LLJ -i-� •-' � U � t. t � � - T I "C�'PEX G'{P- �D. t�T.yIDE L.j,J 1 1 ��N O IN , -0 1 UN INI'6HED DA rZHgENT� Hfa�.ri G �: n 11p�(r1p <.IcE • J 1 �� _ I 004 �L 6GTRi L1J r) uiw•� � (� - -'� t- f,i i \� ;11 t `� _-#•- a poi Q I IY ► 1 I �1 ( ' =' \'��c •, � I I./•'N D I�� '� ' A�'" ,• �y' � � ' 1 � ��----�. �l l . � U i � - ` � ►2, ` 1 �''\ I A N u S T R--- T- -- - - -- L1 J a, - _' W - ,01 w t9 0 TTP I GAL P LCOFL 5L"- '-3 (ni I f _% �) - �,�� f X291, , l I tl I'CoNG, TL•Tl.?oWEa- 1=1 �✓ I C -Od - .--� i4� I v� {`� i I 1- 11 . , - '-° s 3c I, 7t w I eW w F - ''�__ �, -o I ,� t j std,R % `�IT w lc u w►I- N �� -� - • ' �1 \ tJ �O MII�. V I ,OvER TCF I MLMM6JM - - �H NIS L�'Pr•'�,, y ,101,)13 -? M - AI L'I �2,t rt) 002 4t MINI �1� GI�tJ. F1 1- 005] t ( � _ EacP!'���CD ��d.ohl iNE GN�a�R �...J I I - '} ` 1'• `r �I I PIR�F*ED KT CE,I-!•Ilei 5H _ - _ --� o I eE M1N, F�wSEp Nl1,H : ; i.^ zYP�° 'x) `'�P DD• A � 11 I I I I- ,11 r I � • `4 ty 1 -- �� r � II 1 �I 2 , 12� �ohP• = 5� c crhvrc, p , b UQ C�` �2-O � 1V `�'� H.G. - - -- o ��]ppp???` t I 1 2 G LJ t2vE DATP'----, _ - - Gr�•�PfY1' 1 ✓11- . /A 1 G _ ..i � �I LLJ � "' (^` - - � I) 51-011ninsate de pe Provide basenl.bment as ll$indAnd (I fa 1 ( � �' •'� B A I 1z -� CJ'-Q ` alter inside t Pror basement wnlla and Q +- I _ Z�, h Ic0o1�. SIR- �•� k A I J5 I i C • ' '� i I stair, 006, OUS, 006, 007 and at bearing A ,r� ry' H moi• • 7 It - 1 -i� wells per it, n tion plan. Remaining ancon 1 WW' �•f• r \ '� \ (R �\ " to recieve 4" granular fill. K 2'-�pl 4 I I EX hD:T I N rq ,� ` • I I -- • 1 I BIZ f= *i-O' = 6}I Du 51 S �Qt_Pfec���1 t� /Ii% � 15-�0 • \ ?� ® � * 1 - _ -- ,y�yixtil aEtN pui r Lrr I�I��I) - _� I a r�p�'E�. l✓ f�TIGR '(1~( t 1 16- C �I f'H�NE d�NNEGTIcN ' j t ^\ I " ) 1 • PI LI Dr- Tl-_I-6PI'i)NE TE:-- �l- ' (v �r I �? 1 6 J Iy''�JII ' 2"� - 4'^� L INPr�- Ifo 6rtoUI�D rvIF�E 'Tc� ( PI ) I -yF CSD v�PTER PIPINCa e.� -� w--T--'r - ,-� �- ) ®I ej } _STM- ' m- �><�TI �t� �-.� -- -t-- -�,I ' -- - w r Level Plan ( Unoccupied ) t - - --5- - - - ' -- - -- - - _ i Lo L -� - - S . w . HART ( FRANKLIN' ) STRI-� r' - > I �'�Ff>�'FzE, Ti�F.�TED sl�e�•�� , G-�►� G��, � I I �•�I�: L-I�sIHT Fit-E ,C� FIP•NDIGt'PPLC� I�Pt-1P'�0.1�-� T� � Al_ ,.1 I fes•U M SLE .. .------ --- �t1-R UGTI7 Td Ni=�T �-+T foF TICC'P-�D BGI_pllt - 1"11`C't 4i,�r:GP•1�P�i ; Rte'- .. a Site Plan r- H - �- r I';,•�E I 1 Found . Plan SII ' ( HPVTIG GGNGT� • �u CrSite Plan { See Landscape Plan on Sht. A6 ) '' I i L . L . Plan (Dj - (:ORT. GcrvGRETE:Gi'R� E-A 7'FL0PED D t 1 I s __-- CONG• GU Ria I % W4 Cc,t r - REVISIONS BITE PhAN SCOPE I - -- - - LEnPNDl _ _ GENERAL NUTF..5_I-_ -- Lend use zone .......R-4.5 (North half of site) -••-._.. _� Existing Contour i) Grads slope a minimum of 1/4" per foot away from buildinri. R-75 (scut,half of sits) • ------ city at Tigard Conditional use Permit ..Cu t1-0� Z. All utilities to be below grade, ------ ..A-] (lees then ]oo) 2(00 New Contour �► -' __ - - - _ ilk taAfr z Occupency Group....................... --�- -..- _. L 1 y•� -- --__ __-_.__- -__ _._ A A con•tt•uct ion Type.....•.................V-N I Allox•bl• onFl Ty Area (1,..Ory)..........6o00 aq.rc. +2G,.t;o Existirq Elevation ( 1. Site to to existing storm sower. _ -_- -- `- _ �i -- Allouaal• H ght................•.......it atoryl but towers and ,'�"`T a •eplos■ey extend 10 ft. (4.) 1 •9 •�LL ' _J�,, sit Lt of cct- ✓l:, 06 New l ovation "/ Strip topsoil in construction area and stock pile. Relocate : 13y�' above ht. 11owner. - bustiDle materials. {�- ' - topsoil in landscape area as directed by Total Lot Area......... ................171,419 rel. ft. sr -- STM-- Storm Drain Line '--• - y - -- 6 - ].9]52 acres net S) All PVC storm drain pipe to have It minimum slope. Contractor Are.. of Dullding Footprint..............3373 sq. ft. -. -I • j ( 2.06% of site ccroragn) --- S-- Sanitary Sewer Line to verify invent of existing storm sewer and maks connecti'Cn C LL Winding Area...........................First Dtory: 357]■.f 911.1. par city code. jj ---- -... ------ lea" IL: 17ai..f-��. SI' ��aA��� 6i�E d I- � 'I tl I Total[ 6356 a.f 9-68 -^E--- Electric Linc / -a-Y- �I�r, 6.) Minimum ground cover over exterior piping: ,70" over wet,/r, + Axconbly Area...........................1706 sq.[t. oat(101 seats) - _i -_- 1 Lndac•pa At 3s•7oo eq. ft. -G-- Gas Line 12" sanitary sewer and storm drain. (ID.St of Lvov.r.g.) �-�\ Detail Detail Detail Ext . Light Pole ase ._. Required Parking........................34 6p•ca• (1 Handicap) -W-,-- Water Line 5 6 I {fr. 1 stall/6 1.••c.) (\7.J GAS: 1 1/2" tee; all gas piping tittin't and installation _, I . -C Perktnq 9 Drive Aree....................Ifr. I sq. ft. procedures to meet applicable codas a A City of Tigard 4 II I .-,11 Pequlr•d aika Recka...................•.7 ee.a. Clean out (c.o.) requirements. Contact: Ernie Schwartz, Northwest Natural 111 ll Q'' RCSi I�/5 )•jC7/Gj 'LI�/7 Ff•IZ- 1 tae. GUFb�9 ANC7Wlp'1'{� -• IN 2x qI'R ----- - Jj Lzlrnlc: .ps Downspouts (d.s.) -5 ptCl={% PIP fJ , c JI1F.;T Tt '• F 'ice (7 C- Occupant Load.. .......................243 (1706 - 7) ' Requlred Exlt................... .......A min. of 2 exits raq•+irod (8) WATER: 1 1/211 plug tea for future, 1" tae with brass tj,,tc ��LIG R-{&I-t7eF j^�'� ZX(� "r ( A4-�- •P P , witrr a min, total width of T )lose Dib Locations \ valve, 1 1/4" to toilet roomu, and 3/4" minimum to kit,_her•. �' 4 - exits not leas than 4.9 ft. areas. T r f1ivl le rT¢'��+,1•1 _ IOcc. Load - 50)1 placed ' 1�1T Iv r'"" I"�'rl • dlatanc4 .pert n^t lead - -- --- 4" dia. pVC Roof Drain Line �L than 1/7 t + length of the O PCE SERVICE: 120V/240v, 1 phase, 3 wire service. Refer to max. overs dlagorel dint. I 24+' x 24" x 30" Deep Steel Catchbasin "service details". PGE contact: Brian Moore. / or■•1/utt,:- - ,� of"t'• with grease trap 2Xq c�u�'h yTv > -� 2,_a,l �'AI�'IbD - >O u r Redeemer DUIL9IIIG DC6CRII7IONl ' 10 For survey information and base topography contact: �{ it _ _ _ - - 4-9-90 tY �i - 1) On•-ho'ur separation bstwen tloora. Alpha Engineering, Inc. Fj(o, - '' IN f�►�.l� Lutheran L h t.r r c h ISSUED FOR {'FR.�11T 1) nae•eont •hell bs o[ ono-hoot COnacruct lore. PEDCO 1" d1a. 805Y double chock valve or _ �L ( T PLY�'� D N 3' tl-(p'' �J r?�I�lCp fsT��l-PIPE r ten-) 1n, 3) All Denntretlona of ons hour separation■ shell meat u,° equal approved by tlty 1750 SW Skyline Olv4., :alta ]'J - al - rlr♦•�r(.5Ip tr-7A LY• ' ( ', ��C`te J -C�"-- r•gulromeuts of nno-hour consttuc t ion: Portland, 032 97221 - \� - -_-� _ Q `I c.�stt T e) rem* and frnme■ shall haus ]U afoot• 1•telr end - 1" dia. brass gate Valve (507) 297-1458 1 = III �rvt`��•1 ii'JR 1'1P•fION p ono ,aur a II 27<� aL�l'JICIN� > O - - IAM g4,i�l �•It - b) truvide rated fire dempore et penstzatiora oL 1 rfC ` neparat�on" 3a ragolr•d by HFPA 90A an,' the unite rat Exterior IIPS light fixture on 1G' high polo with 1i PGE to disconnect- e:-fisting electric ll hook-ups on .,W hart. St. ter'--- - _-- .)� A4J Noted Huchenlcal coo•. 24" die x 3'- 6" deep concrete baso; light directed • _ - "><(G'I Tl�l VL'R-rsl�l� 1 - z Q internallyto site; rovidih an average of 1/2 12 Gas Meter l OMM M+r-M: .MMS p fO l' t / ? v c pp 4) nuildinq shell meet requtr•ments of handicapped acca••lblllty foot candle po'.+e r, / ` \ - V I�91 r 3 a. raqulred ay voc chapter 3l: �•�� k 12 Electric Meter _ �S T '4'-'!4 n a • All door hardvars hall be hsndleeppad •cweaiblw, lover � _ '-u I � �11�• Job N o 8901,9 - 4) 9\/ 1 1� - Surface mounted exterior fixture, '7i ��$ s�Rii-f7G�E� 1Q /'"�pGOt�71Ff�� ^11T�I hen../ce. 1� Soo attached Shoot A6 for Land(;CAgq Nl,al . t b) Toll ot■ enJ L•vaturin• -hal) be ha ndlcappead•cc••■Ibla. _ / 511 If '�N T� �y(4 t�' _ , c) Orinklnq tountelns ■lull ba handicapped accuslble. Q ACClnt Lighting �� '» • g _1 - 4 dl, 4-21' Irl d) Exterior ramps •hall not •xceast Maxintim,fagwl In 1 ' t�6 l1,'-011,-4 1-I --�J /at +OII_--- ,�I�,II-x121-OIC.. - -_ intarm•di•t• lending at 45 fr 14 t n 12 &,-pt � p �'-iNGI"'��'✓fTI -ITH (1•/ 1,-01 ry -- I• sJ/ - - -__- ,.._. b��rvG• I' length to wide, of re,a. OR©9010.LEG _- V_ 411�.0'NC'•�{�'rta• '"Y _ CQ� •) prbv)d• ons handicepp•u perking sign. centered 4'-O^ high SIT.I NI�►I A IG x Ib� /-w[it7'7 r-Y //'�I \ F I 1 In (tont o[ narked ,nodi capped pa rklny ■tall •lynud to G , pp r �,vr"P✓0'L-' '°� �I Ltpr- �I L-->r'i 11 t`�1 t,Jl`,\ / GxG�Ic 41L 1'�•h�.l'�, - - -_ � read L, 1" high le`.tars vitt the internatinnal symbol of l�;tit= ✓r l P, r.'ivL t ,Lf.l•1'1 t'q???111LLL - _ - Nl •cces•t r �At't' --'-- T _ _-g_ - "Parklny vlth p.M.V. D.eeblsd P•zalt t•n1Y• //f!!!f��� �1A ,,�^1 +� ` -t c Vlolatan suhi ort to tm log Under OH9 611.670 \1�) Ti=NIP• SIN f:�F l{p•�fLAI, + V FI1.'(1 r'I✓ -- ' - m c- I ` and a fine up t[ 02so um 1.r oas 611.915.• CUR"E ARC DEL 74 r 5 C71UR0 ENGTH CH0 7O t7FM1 A'r `�- - 120WNJ�TFFP'NI GF G..; i-4OF-D 5CIL,/SIRI✓ 'kTrPP R& PTL 21 5 ) r - ' on99ota.cD CJ_ 42.01 89.08139' ?7.00 37.90 S 43.41'49' E � ,�-'F•P�E�•.• Ell.-� L-- �' - - + C2 26.63 101'4,2 6' 15.00 23.27 N 40'5?'39' E ��IR�� I �eb r��T�N' �'�y l p lei CONT, C3 7.39 5 3854' 75.00 7.39 N 12.4A'01' W P-IN(� PI'.r-E �C-H ��I Qlke RdCk 51 �,' n L7etail CI �6'S4• :F5.00 12. 32 S 12'4n'01' E �^1� PPptil(D� t�'' CpIL Pr -F rfGJND^TIGfJ S i d e w a !k Ramp -- ash Enclosure , C5^ 22.54 86.04'45' 15.00 20.48 5 53.00'56' E J pPprlN Co, ALI, �TINGw7 N J D ING�ICATE{� (9)�r 1 %21 l C,N PLP N-; MTO-1� CCN N EGT il:4Tt-1 - DR►•IN i-lN'L __- _ __ - ,nt■tt+an twala69arrs _.r _....�.�.�...�'+" _..-. ,� �Lmf�+e�e�1..e-.,_...e.......-••• �-e"•..-_..� -�'-'-r' • I 1 I IMS) .....i i.�. _.' hex--.a,-j_-i -I_ � ..... 11 - j-- _ - _._---�-- . . Ill Irl 111 111��11111 II 111 1111111 111111) III III 1111111 Irl 1111111 Illy) 11111 ('►11111111 111 I 1 1 1 111 ) 1 111 1 I Ili 1 1191 I I 1 )) I I _ I 11 111'1)1 IlI'tlI 111'111 11111111111 111 ` NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICfc. IT IS DUE TO TIE QUALITY OF THE ORIGINAL --_ - -' DRAWING. OE 62 9Z LZ 92 SZ fZ EZ Z7- IZ 0Z 61 91 LI 91 SI bl EI ZI 11 of 6 9 L 9 S b E Z I"""" rtnINI111i1111N111NIIIN11H1iLNIIIHILIl1hInINi1�11i1Lfltlir3►LftlllltllWllhlNhlulN111u1'1111111111111N1111111111111111"111111111111I111111111111111111111111111UIIIIl1111111111111111111111ur11rrr1r111111111111111N111111111111f1fllfuyt11f111II1�I1lWIlIIIIIIUIIIUNIIWIIIII D ��CEMBE t 19 1991 -•II-OII -7�1,.�11 1' J - -_ '' yaneral Notes: � - -- --- ---- — I! If ---— I . I I _ _ II fi 1. -T a FLGt�R k�I'?N l N rel. '�' "f f�61 3 3 1-moi 12 -v IS, o '{ s! _ 6J1, IVL -_�J- jd-3' PI-Yr'Jowp INDEi 4e I�/la l�(� a•�• 1• composition shingle roofing' — LTJ d IIII F I �e I�I'O,G. E�-D--._.. 1 � �0 C (p 2. Built-up roofing systemT,- , I 3. 4 x 6 galvanized 20 gaugo metal Wall Types : {{( H/j, gutter `.� 6utter5 lvanizcd gauge metal *TVV�S �Ilo,� 2 L�I Z O a -N - a♦�au e g W NTH tl•T. rvHP.0'jkll ( CI1A) _T - I - --- _X Y y' T C/� GJ �� �� b s. Galvanized metal splash J [ 'X' �P' v 9 I I i 103 104 -- { I t� L a /�4.7 'X - 6. Metal coping (� G �J NT. F a ` Provide 51, wide blockout for boom �T FAC-4t. -( Ill Z�r>�rlx�-v'HT�I`,lo�,) I I _ - �, '� p 1 paVbLBE wIiTS ! NC7�iZ �,TtD --_ H2 5 k x v X Ip O _^ - ( _ .._. . 4 *TV P4� 4,14 0.0. - —1_ --- � - --- - - � - �'I� _ ( / �_j L. �j 1(IQ�►'�1 �' +t I Z Sim joint hanger-- ---- _ - -- --- - -- -- � p` �� �s - - son JD212 in ha r I t e}� P�t� pCx �f' - -- -- 5 I' 1=0I I I _ _ r1. �y a� x cL a, _— N ►— .-�- �.*rrr�-. � W N 2 II - — - . - 9, e x 4 DF/[. No. 1 painted grille AT K / �2)2A�I CZ 2�c`� ca �c Isr• �g��}c'� � I � Vl I fTUDyCi 2� �.o. I D•F? *I 1 I I I I I ` )z«r2 �� 1 I 1 /� 1 I .-�� / �-`-' lo. a'o" x 4'0" window typ. .-- e 9 Y'7H lybl TY C 'K I - SlhlLG. 9 I'6TUV% �' I r N� 11. 1 x 6 Tc DF L No. 1 stained ap, I `; 12. Handicapped access drinking itj I IbN r. - V14 (2�1,i" Iti (.�J��c{� - - �3 fountain ) 101 102 1 H2 �DJ r I� Z� �x 13. Full height casework with P-lam O 1111811 2x'4 OTVt7Ibv�}tlN6rC. -� � I o � w NPs al 1 I 9 t -- +- - _ , - IT — -- Cj ovorpanol t-I °•G• W1Tit �II� T1'f' _.�• I 3 I 6� 13 U t-I k _ F'. b�. ON�c gFDE, c� (� Pr� 2!03'1'011 I �" [� �- Q QI ^��>' ! 1a. 4" concrete slab on 4" compact IloYG ovr¢r1J�I I N F1T.) r l' I = _ - \ :t4 Grua ruIW�INp WITH - I Z�. x�I x I'' c� s 12 sl tII - o �I I _ \ a IP p j{� I -- + 1S. lui�2witt.h handrailmf nWn eco O t1 �.1 ✓ � , I � � , ' i I 1�0 X 12 �, N , � I K =i1 !- 16. (6) 1B" deep adjustable shelves lytl� /oJ[UD`,Ub' I(p'IGG.� I 110 - - — -- -1� lx lip I�FUWGo� +irTP•IP ✓�ITf� X Jt��- --- NO d�' 13 - x .I with brackets IG,tI r,[ I I E� 1T b-1 Ick - r� II m r' vRP'✓B L. -- _ u S Z t- �j y aj X? G PU(tid p ►FiG>'. valence above --- - / Mirror '01Il�^F ak'�I�. '� ie. rror surface mounted ✓•�, 12" deep sho'f ^ 51011 above f.f. CIA Mop sink with drain x I l I , , I 16 (G ' N�• �..._-/` r I jpJ LoGATbFJ A�lr'� - ! ' 1 � nII ___r- \ I I r(/I II I . cunYert p - moontai lavatory rX '. J� Llh sink ' r I 6cstud wall with 5/3gyp br d108 eah sideI, , -- -- -- - # -- - - -- - - -- --- - --- .� J 2J, W-- square opening for root hack, t � 5' concrete sidewalk, broom finish � � � �/ YP, Painted black O with control joints 0 5'0" o.c. typ. `, V I2^D 5 24. - - - _ b p III- , 1_G,II t'p ,� -IDFI �. I � '_-I------ � 25 To I!..r;7' P,> �I, P, ,lc v u TF_"p :_ _crs ISI!'A-apvIZ� r-1~ A-�tP _-tt Floor Framin Plan �7�wM CO+CI� �Jpu. cF II-�'I ® eCLERgL'�F FCI'�P, r!ITr bT7I � � I - I � II z1�� I � ,SII I II � s�T Gcv� �F�r!�•�r� HPND. - �_1_4 -�' - O FiGI'�'L NI-SIL. f'L(YJGidp T67 %-A dp Na F�•H FO ` • (� �Gi.Gr•K��,W N^ h)/ IG'.� TcE L i✓D ^/ 9TP�P Tr Top GF H,*I.-6- r`�/ �! (o X/o Tv P,f� vII/`L L'OTU D�� c k CTL 5/5 , .� sem; ih N JG IN(� C� r l , d F-w-h'l -oN. A �;� -- F_N D-7P�' U f� , $0 IN rJM.L /e'TYF I It_pi 5'^OII droll I'^d1 - I I,� W17 dvIs- HI I i I HI HI K H�1 II IM HI` ITTGF� Ivrl �/ VlIO.G. i1�TG �1 141-011 Ibl^D11 10'-p - to-v Iv -c ora _ I�'_ou I II l u --- �- L.� •— — I Via_, l ' - hl�•t-� ^ En�E IJP!L PLYwD. �' II I �� 1 tl I �� -7 _ p -- ---.._�— ---- — ------ --- -�- I q -o O I +\ ! 51 LI r01��1 X�J Co Gam,D 11 Y H I ATG -A 12 . L- 2 521-v 5P� cLIJ '� a I' 5'. 4 5 Z`1 L r I U3E 4 MS ^i 5 - - - F.rG-I 451pp - -All ` - -I U er Level Plan r-Ep S�xy5cx c•tG T CIL-0 M N U off- -� /jJ"1 u� t --- - - NI ``� Tn F vf✓ 4 p!^AC/�7. W 7- _771 d�' - - ---- VV% TJ ��_L.00 J. '14- l0 2 tiJ 4`'TVA+ I a 0rYF. 3 O Ci IrN�la . _ L �-'}il 1'iy61 FLh1Qi'D� T1F'•) F � i � ',. - - - •1� 51!'1 O �ipLTyL2►'��G.G. ,c L-u M r� Pc�T Fri U LZ .. I^' p ZI SII U s/_�I l� ��UF N X... 1 ,• P•tJD t2'YG.G. IN FI E L-h , °' I —. --_ 4 G I-F ht PL LI-C• Awl FL E'F L4 LLE Ill' fC S i 7� LT7�G1Z GIS'f' bf�� _ ' N - I cJ I r1�I►P I' FES !;N h EA+ co d N i�•{a. 1 Dri-q� crF.I�+ --- ' S --- L 5 I F1 ---- - - ,GP•_� sI � I-+ H1 - to-A bPI/1. 1 a KC5 tar �`r p. - 5 4x4 tom/►- 2 144 G��R�FTTc N R-r-I - -- I� SFS 5 PeWL6 FC%R FP•f4MIN61 OF 1 ! p 0 t H 1 N �Ic �F�L #'L 6 CAh bP'1 aEYcr\D I - - _ H3 Ove � �� ° �M�• I • -------- - - -- ---- - �go f Framin Plan Ext. Sheathin Schedule I ra H I I�t.G =iv H Q- C2)2 GF�L_ Zg gt - II- tl Tlf - >LA o � 11 oDG. 17F.x�}�o 1 ' A � � � I � Io�K,fir/-►o,� �U -- IIN1 }/c Uppet Level Plan ) --Tfr. l tD k Floor Framing _N L U (3 J IG o �� F�Ro - --- — ►` �' ITrF C � �,�• w �c =� , Roof Framing P5 Roof Plan 1.� NP•�I.g�"V GY✓ E��-EAT E Fz- 4"T poly-O'' r'T, k P'� REVISIONS LT SINIZMAV E -- --- ---- I 2 Partial Plan � � Interior Elevation Y 11-011 -- I Li1 o-:f• aIEQ --k (� 1115 ® r - - - — r loll I,. r Ila I to I!_fir �i I I . - I, 'Tell-rr. ISSUrD FOR PERMIT Date 4-9-90 �,`• 'v+ �. �, _ ._ 108 _ - - ,� T -+ ---- -- --- - - 1 r� r F,,1 s<2$rl1_-✓`II �� W .. Y I n I ---- - --- ------- ' 1-.i �- 1-' ,.. "":.` � I� '.;V _�► 106 // -�-/ -- -- � , I � � I I � �� F 1) IL F/.-a I Sc-de As Noted OK QP I _ - -- -- - - - 17. E � - 1 - - - ` I , 9018 _ of b No. 8 Ha 1-14 ,41 ��' uD —! M Ds �.�. � I^ II ,/17 I 8� G'ET�IYJ '-G'R PGt'F Pt.•IN �.� �""� - ---.k-- E' ® - ----- ��1 r, -� - _ '- 107 LJ �'J I G� c�voP1' ,1 --- - -'+^o�_ I 1s' (o'-DIY.['' * II'O1� N Pa.tial Plan at Toilets )�a,,r.tL,,,4Plar� at Stair Roof Pian., rL-.!�:L!.I I !•ILS. iJ�_� i 4 y/111 � ,I _�, II 5 y I �•---- T► _— . . _,. ......... -..,.. .. .. ...;>w�lllc-..m�Fi�..,,.....,w+.i•«x- -__ wr.•.....W�',�,111111�+ I 1 .7 ' �j�'11[�'lllllllll(IIIIIIItIII)IIIItI111111111I1111111{!IIIII111{I1tiIIIlIll11!11111!111111,!I11!I�IIIIIIIIIIIIIIIII[IIIII a ll{!IIIIIIIiIII111111111111111,III11111ItIIIIIIl11111111111I1r! NnTE. I F TH tS .I ICROF l�-MEL 1 2 3 4 - 5 6 7 A —I 0 --- 11 12 DRAWING IS LESS CLEAR THAN THIS NOME. IT IS 0UE FO THF QUALITY OF THE ORIGINAI DRAW I NO OE 62 82 L2 92 Sc b2 E2 22 12 02 61 81 LI 91 51 t,I C1 21 11 01 6 8 L 9 S C b E 2 1D1•`•" rtllllllllllllnnllll!Iu1111111111IIlIUllht'ill'lIP1YIItIlIul:IuNltntlnnluHIIII11H11111111111111111!1111111'11111111111111111'''fill 1!1!II11fill III IIll IIIIIll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIII1111111IIII111111111111 111111111111111rllllh.,IIIIIIllIIllllllllllllllllllUIIIII ETEMBEh 19 1991 , A4 A4 'Cl17-1 H .4 to t-1 • I � ^ rYP, � �•, FRAME TD rHIS L.SVIiL -- SIMP Sr L-STA 2.* O 6 I9AGM GORNILR I AT ALL FRAMING �,tM Q t�VF_ O A .fir 5.M �) A A .711 �y r � A _ O Ag Ili's / l-I I 3 I `I ;i I' 3 I A6 I i � I I /� A -� ,I - --— TYF'' r-- - -r _ 2 C' � �Iroll Z� 1 S�u, Elevation - - ir West Elevation North Elevation ' u I 1 a �. GENERhL NOTED oil T3 Electrical Hoteb: (� site 1lgnciny wiccn. locate elm+ -J ' � (1. composition shingle root clock on storage aab. well rm. 1 105. 13.1 3" x 4" downspout .1 Provide Tork "T920" PE i time switch , \"--JJJ � WINDOW SCHEDULE : control with over-ride wwitch I reserve ' power timer ewI ch. Locate PE cell on 9. 1 x G vertical 't'u siding - - - -- - --- (� t. Footing beyond, see 1/Al rent a directed, and [ace north. Verity IQ 4-G' I-G• _ � - - - - tixturo to W on time . "k wiQh owner. I J !� [lsotrleal an"&cot 12ov/24ov, 1-phase, -C I 4 X vanlZed stee ter elswlre service. Y % r Ggal 1 gut- —_ - _- - - -- __- L - -_...,, '-- __ 6. Open to beyond LLJ t� Slactrical contractor: prepare and submit .- _ -•7�- ��•---1 panel schaduls for approval by owner. ��`�� -� ✓ 1/�'�\ /�, ti' - T. on with galvanized mash; '� 6 H X Z 1- 011 V Tha contractor i■ rasponaible for satisfying l E I O _ gal 1/4" p.nings l• all City and County requitement■ to obtain - - ..,f t OIL PLJ�7TIC2 14eNT GaV15ML- � I a permit. Prov ids schedules, single ]ane - --- -- I - t ------ �-- --- - - - ---- --------------- 1 J Metal Copl.ng diagrams, circuit plana, or other information -J O as way be required. ' _ !. Galvanized metal splash "block" I 1 I r , I S a All incandescent fixtures to be on dimmer. A A Liu `.J 40'x 4" SiNai_ZSA5H _ ' --_ -- I -- 30 Built up roofing membrane w L1J t Qs Eloconduit panel: aooA ronin, atr panrl, - - �+ ��J' E� 4 T � 11 Galvanized metal scupper with overflow holes _ 1" conduit to power ■utile. • ,eui mounting I �-( S•�-- requlremeats to meet utill� requirements. � -- Q O ^�--7T---7�� - -�Z-�C� lz 6 x galvanized metal gutter Z '->✓` ( � i - �- - iy G x 4 downspout Q f 2 x 4 Flourescent Fixture 0` / 5 5Q• - -0 �-1 t O _ 14 RKC iPrZ 2 x4 Pr EMP.ti:pFiD NAIL-E►i AS 6 Recessed Down Can Lights I / ( - ! raQ'� N GcJNG- STEM WA,LLs f'41Z SIDING► RG Q Speakers _ I N, �/ OK �� �INL�-ASA I � `J Spot Light Track I I J t(t I I O O C �, III 12 r - Ceiling flei,ght .�_ - --- - - -- -g}— - -� ACT - 1 I - Valiance Lighting O-- �1 I ® Exit Sign --_ © g T-5 _ t - -K!os FIXEDSmoke Detector � � ''' A5jhx E\ _. - J ,\4i '�'-2a� � G�IUN61 rIEI�HT I — �` ,• �-o� _. H -_ � �vr,Fw:w - - --------��- ._ 4 � r - - _ r ri - �' 9" I W 5&7 eA6T --- -- --- 10 ' �F ?;C, PLA rJ CF CA.NcP Y SEF. s PTff'�%t"l�D �Twil��T, PWS C,, r �, _ ----�R, ��ced Ceilin Plan - Upper Level East ElevatiUn Partial Elevations 5 1�1=� ;'-o" v /moi _n�I I C4-: �'UIL.b1 P/ PEIZ--- - �UILDIIJ61 PP�P1�R -- - li� Tea SIC,'1.l h-l°► IrI�U�A•T!+DN - fz 19 I SuL TIbN - - - �lrzR--- -- -- -- - 5HI GS R �D -- � x !� T(,� '.��D�Nc.� -�` L E�1v�Tt•-1',.ix 41j1 F�' .�� . .. � N � , _ R_111 I fJ�)LPTIGN 2 x'� GLs Cr►FL SILK I X "AAKDI•400c) I�.IAIZw h1Nr'1E` / t '„ ^f - - 6x7. 6f 16hT!IINC-A ---- EA�AtrT- - $/8"(soYP PSD PJP u�►-1G� SIDE v 4G k 1.�.1�IF� I r(o rm VIERT. 5!DlhCr- a/iti GYP ALUM TH �_ �- - - -c:/�RP T/PAD II - 5H1 M AS Rr-a' D (�^J1JT N-1-tfZ1oR XCK<r vIN(0 Elevation s `�' 61'P.3p. N Y4 kE{zF l�ol.D1NG lG�.GtJLY-„ 1�`�+'t � - -- 1tiErAl_ FL.�sHlrr4 t� - �.L_ n 2>t2 G��Pri TIMI M /i' kARpI.fGOD / ` ^ SHWMATr41 Na I/a' 5/a" '�,ri r �.� �Ol1ND d j Zx2GEDJ►Fi wM - \ / M6TPu PI•N«Iir11�r, ----- �5 „ IA _`- _ ,f br -�4u P Detail$ T � /��Inyt`IvGIZED A1-LIM-- G � I I LY1'�dGrJ R C P WINDOW FRAME I x 2 GGDAR- • - --- 1- /9 GYP' DD ♦.I N f-L'L7 1-01 - p I XT0910654-ALI. SEA:-ANT -- SILL� 81M• VG 1=1Ic \ I9.t� -- 5[/1LANT GONG cr e Schedules Z-A(p G6 DAR - I x .5H 11`1 1. �® F.n E� ----d -J — � a � e` � -- ._- SILL KL.bW— - - '- L - f�M NITN K - _ - A"j; X /4„� I(, GA HM FRAME Er^L_ I'���f1 NLa �a` �q Eck —GoMG INAL.L 3uILDlNG I'At'�K pFrNT s M I REVISIONS C SIC e /I - I- - 1_ R-IN IfuSuLATIOt1- L/► r - -- KEVEAL TYP RE `/ISIOI VJ ANNODIZ�C/`W - �1 7 /2 5'�-- WI►`1R71'I �4 - -/ r.xT SHP./►THlN*--- � ---� --- --. — 7 Window Head Detail Q Window )a-nb Detail Window Sill Df2tail _ (130 Valence Li htin Int~ �,�or lamb Detain Ext, Door )arnki Detail 3. Threshold Detail — _- - ------� I ,J /HE,Y I'/zl' r - FINISH SCHEDULE � �'' �c-r I I HW IZAo. ItpP LA POOR SCHEDULE � NO�, "''"�"��'�� �"�° ----- --` -- T hGT !� ' NDN I�TEr> GLII_IN P�YSUr'PI,IPr`K ��LC ,ic DOOR TYPES - W A1.L ---.. -- A y R � ----- I Mr10, FtOo�1 NP•M NPT t- FIN , F'1PTL• Fil'J, �IP�L SIN MPcTL PIN TL. FIN 1f�1J1 FIN, h1A L t•IN. REQt✓If''RKS D� No. SIZE ?H IDK MAT L- PIIN. TYt7E r1^7 FIN• -IAM6 riE-,AD 717, rq, "A�iEI- G,�. h. P, pot UhIFINIhHF Ci' GOI•tG 43CA - - �' �P.J/ - ,� - - G.13 — ACT I MFS 5CL AL? 12NATlr, ON PLAN -j:A-1 001 A '�7� w '7° 1'>��I' HM rT '}4-H PT 12 A76 -,Z/A5 � — -- i�AI IG L XIT' HGW1e, Gl.-OSCK f 001 ------_ ---- _ -- - - - --- ---- ----_ --- G,JTnI�•r'Gl� ft -- I I � I I II -- -- - - --- � I --- -_- _ _ GIS, tP r�, `�PA1G K L.eyNl.”r 001 11P �° x '7 I � I I -A }.}M Pr I I I I pA N IC E X f-T "P l,d I2, C l_o�2 � I I - (p 13 - I I I - --- --- -7`0 GDS M�GHAN I GA L I I ;I _ . _ -- I I r ------- - - I I I I t:� I C �jm�c I I W V h'1' p✓ I I I I I I � I I � n --- - - �a - -- ------------ 1I I I - I I I I I I v - - p - / lO Mll N 12 I - - - - ;�Icn S peek l -- 11 {�j II II II II - yTOPEAGM If 11 se - - I1 GONG, - I I - I I so 00 1 E 4jox "�� 11 t 1 11 _ - -- — _ II I1 I1 II ;WMIN - 1'j ll PWA4IG LOXIT HAI¢rjWA9 GOrO ATO 11ZA<oC' ... - I( r.. G3� � I I - I I G91�' I I DD I � >K �0 I I ff M 11 II I I ... ,� - ---------- o�� --_ � --- -- -- - � .JLA- _— '"�x II FIM II A +1 I1 ---------.-_ --- Date 4-9-90 II/As II AS ;0NIN - - A C 16 I t I H RF ;L`�'- w,*T MFOP 010AK Sr r - G� PT o o II I I I 11 ---- ------- Wb T l�l!� �'T G,Ib PIT` Oo�A 4 x HM l0 2 N A1zT1•IDX I I !I 11 11 Gb 11 I I I I Ca, IST' p I?.,/A 12/A --- = I a►I� l --- -_ — — o — c a c' A s Noted 4Orl�/� >c 4 11 �)p 11 C II I I 1_VAS --- 103 S�e�Pty I I I I I I --I I I I I I I I l i G�fb t 11 t 1 �T• M�. - - - 10 l A �°x '7° - 10-114-a HM 11 A n I I Z/A'S I�/,~ - - - - I- -� -- lok- _ a�P _ II - II II II— I1 II II II I( II II Ii II II - --- ----- -_ —_ -__ io2 A - _ �— T fi. Nc). 89018 �'a1z — s1t, '�j N '7 w o 11 11 I( 12 �3 12/A3 105 GORIL 100 - 11 I I w II It II I I I1 11 II II I I If -- - -------- -- -- -_ - rJ II 1� II/A3 I I A3 ?OMIN _ I o��+_ 3° x '7 II n I I _ _ I tl le'Xv �I Alla pT II II II II it - If II G� - — -- -- ID_4A - - � ri '70 11 II _II �7 107 �G I tG tiCN eT'T i VGT MF* K r,VI it I I I I 11 G 0 Pr I I I I ACT•j. M�, 104 !b 111V x 7� 11 I I I I � 11 11 11 11 1� -- TOI�� I �V MPS• !IZb HfG II V 11 _IIwomy_ II_ emw II 11 --- ------- -- ---- Ic?!o_A - � x'o --- i1 11 11 �_ 11 II 12 12 ACJ - - IWI AiNIG �x!_t HDWI¢ C1.0�51!K_ ID�t— 'r01 1..0 T I I H P°Y II I( II I I I I I I I I I I I I I I — I I -11 --_- - 10& b �0 x -7� 11 It I I _C If 11 11 it 110 1 ,LAW I Tole C LOber 11 M Fri 11 11 11 If II I I I I I I I I 11 I I l l _ I o0A 2 I O W ;r° 11 11 I I �j I I 1 I 1 I/AS I I/�y 20MI N 1211 'w ICA w t II OPT _ �I I t� 'sr C.Ib Pr 420 PT Gdlr PT G o W T' Co16 Pr — I oq A � X;7 0 n II I I py p 11— 11 - I 1 ?O MI►.I - - 121, ILO � ash - -- -- _ .- I I 0 A tR � % / 11 - ---11!--- - .'�. (�_-___ --_. 11 II 11 I.'_.--. - _ - IIIA 2�'< - `l A,rs ,� ...... • I t Y '1 :. � - I 11•• 1 1 1 1 1 1 1 1 1 1 vI 1 1 1 1 1 1 1 1 11 1 I I 1 1 1 1 1 1 1 I l I I I I I I I I I / 1 1 1 1 1 -I-1 1 1 1 I p 1 I �,I I I I I I Jill t .� . -. -1"'�y�� •_ - y-,.._. -.... ,.-...........w`•I,a ..�_ { .....,..��. .�.....c... ".___.. .-...__.. .. .:. - ;-':._:....._._....�.avr......_....... ._.Ye�Mti,.:. , 11 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 ,'1 11 I I I 1 I I 1 I I ItI I I I � 1 1 I I I I.1111l I I i I I 1 l 1 1 111 1 1 1 1 1 1 ; 1 , 1 I 11111111111111I'llI 11,111,111,1111111,111111111 ' M 1 4 5 6 7 8 9 1'6 II 12 NCITE: IF THIS MILROFIiMLU I'� 2 a --• - -- -�" DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO (F! QUALITY OF TFC ORIGINAL _ DRAWING, 0E 62 92 LZ 92 SZ >Z EZ ZZ IZ 0Z 61 BI LI 91 SI b1 EI ZI II of 6 9 L 9 S b E r I"•"" " �►UIIIIIIInII1111111111HHIn11111HI1111Illlllhllllllllttllllllllr►1111t•NI►1►►w11111111►tI111111I11(IIIi11111UI11rIII111111t1111111x+�IIItt111111II11111111I11111'1It11111111111111�11111111111111�111111111IllIIIIIIlItI1tI1111111111111111111IIWI1W111111111�I1111�1111UI1II11111111111U1111) 19 1991 12 (10 r. _ 4 I r� .., Z t) 0 7741 61h I `�--T�,g '1 `I l ► VJ W N ot — ".0 , vEFETJC,*L zoNTP4— I > � _ _ i Detail Altar Alcove. Step U� � Cross Section ^ Cross Section 5 Grill _ 6 _ _ ( I` �-t y,1 11 , -aI' Ye`- -U C3)_ j J 0 , FIXTUI�, Tb DE 6PL.Gcfi1L[D Tva�• ( TYF1 © - } - PGT- 2 P• — If -J J - © fGN ETEC rti R � I ` Tom. 11E _ . 6 ' _0 11 ^ J I EK — — -- - ... . i dJ p I� I - � -1- d 1 I� �' I.! f I +tf oil e•,r•i�, ® - -- — __. . +_ - -- C1 - -- - ---r-- - — - OL 7-11 --� L-- -.t ---- - - Y• II / Q �"� \ n 1 T urvF!nlsHEa �I:-2 I-2 L.�. son LLj it W W ,horth - South Section _ 7 S �ct onReflected Ceiling Plan : Lower Level - Q(� ': n ra1 lote�vI 16 (`1J 1x6 TG vertical siding Q D t DIP W 2 Building paper Q 0 Exterior shcatin5 Vlx cedar trim _ _ / W - 5 1x1 cedar trim -- - q 2'• _ I � ( \ /� � - - _ 6 MDO plywood s - \ '4ij U 7 2x blocking as requited 8 1/•4cc kerf with sealant Q 9 metal flashing 9 ll" -- - I'-� I' S• I' �+ 2-{I'I Z' �„ l0. 5/8" gypsum board '1 it Fainted 2x4 Select Fir "Grill" Z'-I� x'-10' with concealed fasteners ti I � DP- aye; Kitchenette # 1-077— 121 speaker cloth at 2 "grills" — 13 x6 "G DF/L No. 1 VG Stained Valence at Toilets _ R a r I Cap D e t a I I I ! �- � *I - 14/ 1 1/2' dia. hardwood 1/2 round • 5 IJ2(( �i{roe* D� — (15 lx hardwood sill y i5 Simpson LUS 26 1 2x8 joists @ 24" o.c. 18 (2) 2x12 2x4 stud framing - I �, \ I •t 20 one hour rated ACT ceiling Sys. - ---- - __ �- t•2�•L^-/,-`' ,/ + S�"6N � • � � �` I - SZ�---- ' ` 21 G�1B over glulam 6 column beyond Shim as required (73 R-30 insulation, typical 24 R-19 insulation, typical I _ - (5) R-11 insulation, typical _ s i Corridor - # 105 /� 2 1r �- - , A I I '� g 11 � .¢"- 1' ;" SvI�TIf 2G Perimeter insulation typical --T '� +s"-'I I 0 1�1 - NT t�F DTL.* - ---- 27\\ Wood base, typical �81 6 3/4"x 3 1/2" glulam Sections c TT'F Z T^ _�I - � - Sections g3l Concrete footing, see 2-A1-per � RCP Lower v I jIconpositici shingle roofing Int. Elevations Plastic laminate over panelDetails - - - - � , a 3/r" particle board casework lel I F 7 t with plastic lam. 6 _1i ]] 4 plastic lam. backsplash I REVISIONS as counter"tops,iuse (2)rlayers v I ' CDX 12 ( I L / with pp as�iaalaml.dfacek areae - -- - — y —� _ r- v rtl� Cf�' l) J9) Counter mounted SS double sink I _—_— I 1— — -� / ` / with Moen faucets and controls, T& 0,014. - /r/ I 1 nI instant hot water tap / � \ ! --,---- � � Under counter refr. (F.O.I.O.) � P fP• I$ Z -"I -1"'I'-f Rod and"shelf 381 Plastic lam. faced adjust. shlvs. -- n 1_ —�T�, I Y \•\I �, l O 39 Drinking fountain, II.C. accessible — ^3 IYP• - - -- -------- - .. -..— 7 I 40 Valence liiht — __ - ------------- ----- — ---- 4 = I _ Wr_ST Mirror Urinal Water Closet. (I c. toilet Leight to I T ` ( I I I 1 -I T I� _ 5 meet ANSI requirements) —_ ip I I I - I� (lan ,� I �/ I f 44 36" long grab barn / I y = --- r l _ 45 Counter to mounted lay. p ISSUED 'O R PERMIT -- - 1 (� (fin �IToilet partitions Date 4-7-711 I —_ \ r \ Q 4 Face of wall C�) d �� / \\ 48 16 9a. metal brackets @ 4'-0" o.c. # r - / Scale ,As Noted 49 Parabolic louver 4 dlj► r•. �` -' j1k'�.�( --- �=• �-' i ___ __ __� { � — -•_ ` ;-- -'_ �� ( '. \ / Sl Fluoreacentdfixture osim to 10-A3 Job No. 8901.8 I-� S2 Exterior lighting time clock I x II141I I 11 oil clay l III �. I tl t>' 101 I �I C �rzIFF� I- 1„I �O 4L fast West Section — _ _ _ __ __—_ Toilet 10 _._.....,....:....... _.<,�.------• •� .. _:.__„_..,.,,:.,�, III��' I I III III I IPI III I I 1 III III 'I �►� ., _ •-: �..,.�.,...___-,.,.,....., ..,.._.e...,..d......,..,......a,...._. �, „z.":.Y Jill I I III 11111 I ( III I I III I I III I I I11 IIID II '�IIIIIIIIII,11111►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111,III,III,1)IIIIIIIIIIIIII,IIIIIIIIIIIIIIIII r NDTF: 1F THIS MICROFILMED ( 2 3 4` -- 5 -- Ile'--- fl I� - -I I_— 12 DRAWING IS LESS CLEAR THAN THIS NOTICii IT IS M* TU of QUALITY (IF THE ORIGINAL --_ DRAWING. Ot dd 9Z LZ 92 S7 07 EZ Z7. IZ 02 61 81 L o, 91 bl EI ZI II 01 6 9 L 9 5 b C Z I!""'" 41IIIuHIHHInHInHIHIIIHIIInHlnn6Hlhl„InillnulHnIHHLHIIIHII�.HhNllunlnHlll(IlnululllrlulunIHnllr,II' IIII 111111ifInnIHnInHIIIIIIhrldlrIII uijIIifIII III,IIIlulluullluhwIHHIHHIFInhnIIfII1hehllllljUIIIIIIIIIIIIIIIIIIII IIII IIlIIII111UlIIIH D _I�C; FMBEh 19 1991 r_NT� c�P Imus ecru [• ---------------- Capaltlan ehtnyle roof is a-10 lnsul•elen b _ scheduled ba•• - 1 t�. 201 tooting felt It "it aP, u• e/AI t0 6 I• " / peKla31 bard •Vbfi..F I -- {. a/O T a G Plri'ooe to 1 1/i• fillinhlYi•11 With return to J wept am - --- we Kud Wg Ida •Oe-auate bl°akln0 !n Q t M Imagined/a1 bI�ILr �{p Q----- 1M•Ned in Type ^x" }�? 1. k-30 insulation t1 i x I r I a Vertical riding �- baY °✓�EIS R'Y vaP, Ins t a { Iplvlal•Y vatbr, P•1nte01 (I 1"ba rT 1 H !. i x 32 IcLc. 11 1• eeeabN elan 1 with CadPVne .1 O x1 image. '7"P NE.Tvp1TlN(►/•PEF f V) � h•. orarlll rlib 1/]• . the n lelet a. live'. M.Jld toYYatla. La to ale-Lr Ma., w•• T/Af • ® - LYl'p .-' /� r O t. i . bluekiny a roy•e 29 { all blaek viaw••n It i r / blaaklM r1N lod ! P o.c. VJ NOT USED NOT USED •• a/{• gyp.. board 1y 1• raw" flat Wipe P1y1eY Yp1 ns11Y to bi akin9 NOT USED 11 IfaplY a9t210 hangar mi.x�rmr-W 10 tleY•i, ree plan T/A] a ] x { P.t. 1111 . v1N 0/PI x 10• Ovblarl Oi 110Lb1 'I ty � T. dl ' tJ• 1 1'-0• ..c. q Hpm tlL 1 Mak loot ii INtal tiarhing — aa I I{ Caoe•M tooting or wall a• i/AS u TJI lelet C tP e.a. 1] { x I alvanitaa ••al gutter, T' L><b • '�' •=-I pel.r.a p0 ya.l 11 1 x 10 yyt lYg . Y... ]/1+1 k 1• O led is e.e., edmping yell Q w1ryYp. bo1G • 11• °.e. I. eblatllllq to trrrlM D 1lT C:eb --. -.. I• -+ —_ �./ �[ Q , U ] z 1 etvtl lui[lr.: a.bY••nal I _ 10 NI 1aflt Cit�.qC. rr 11 11 sye• ext. gyp boardu I x iot•e• vaablalkim n we ns O...anIl ■.er.w derwu7Mryord - oe so'c. to a^/ holes P a^ c.c. with inucct A ] x 11 with ae[rlave with ] x soen tyad• VSCh •inpeon w6a0 at top for type. - - am O Intim. B. aswloY � -- - --- - - ---- -- ---�--yIt V �✓I H 16 Edge nail pl Ycod to plata ai ] x { stud wall tl P x l'-0" bg! With car went a exterior enaatnlnp, •aro i/A2 i1 Ial building paper aleY openlnq rlu lnwt Bonen Ei�pr✓.' 111 4 u I O O 11 ] % b1Kklny with _gd toensllY 0 91 one hour AM tolling •yston Ins Il ZM fel. DrcYONI v� t• a.a. With 1 1/2nneto. tar W 51HPati1 ^aEl�1� ^ `" •-� End of Eave / Roof Detail Typical Corner Detail Exterior Accent Band WYtin� Ila" e.e. a. .-Ilinrulation {/ wiatYwood will �ulePw.11�1/. �I I �NbraNbgtN 1 I IIy I'-CII ryll _ II�1 jN�Ilbll a1 1 k ewe trim 9'I a+ 1 perforated drain pipe Ins I . 10 e°.0. k-19 rigid in[uatlon board sa ] a l0 ledger N kiH .•� 21 Mall a aluolnum v1Yw Wtatae O p to /--- /� /� /� /� et CKYd •lab ever tap of [woo [:.11 r-� y,wai. pp�Hµ C O �® ' "71 141 '2' " ' O (2 doors o-� I� \/ J Y a .... int..If 11 vertical a r/ Jsly S 11 meq{ (�' 9•ZCj' I'{k�N\TJ \ 11 eleeN wall v � Io sa ° eryl ! Is" ae: hian: l 2rib Ira draining backfill, t:p!dnt 1 .11l ezarior tlooting. ehG eto :n .alis. a x t] inn on I x a post wWitt, 11.3011. MIC11 ean0•ctor at Peet ea ]a1•telt (t") \ / I Q (]) 11 ! COP and beton / RJ ro `} O �. °� ® t1 vertical t ape e.°. ! 4 .011 N \ XV" Tj 14101 (01 Jblb E!• END � � _ ( V \ S \ e,eg �� Q � � � � • r 1' II •` UbInIN. _ � q `° I �ifl3 are-si¢.d ✓ Section _ a_ 0 I W LL) -L O 4 5 ° Jin o z I'-OI J �-/ }j _ 1 \` 111,•gl' LLJ • A y . 0 10 0 4!. Gs". tl- `✓EE br'L N� -_. __ — -r• � �I UT P)15• olal 121 OC I`4R'i/ICPrI (Q ..L ' _ ® Section Nil. II-ol' � 2r •. . f —..OI-I 3 11 „ � q y +��/a^�s/��OJ /Wall ell FT rr i - _ I TT T oIH ♦ N I a r4 II - M� -- - T -- I . I ,� r4io.M 'Let►. Z I� I II i - I II, - _ - Ipc 0 �,�;,\ �.I , L 1 II 63 F �11Y./�iloN Al �t i O n 5 i r JIl - 1111 -� t` � tail � LL {1> i I'-a'I a I I REVISIONS y Section 6 b 1 e 11 f I I N 7 Ib �� y, 61 � +2fO�L•Gll I - 6L TYPI AT 4aI•� ,C :Mrt�c _+145134I �( y+V _- -.- ,.a_ _c ,; vUE OM �F I1jIfLl • e+ 6 v `ate ! 1 - �---- - --- -- — _ .ur i • _. � .— �_. —J - � aid " — , Scale As Noted _ N lob No. 89078 !to BII 61F , esl'u•1� b cud•. +l' dl � – / —.1 f b r'� �d II_4. ,. I'-e}I I"r rl I / •_ w l° J_'sG6ER I_4f �d- Section Section Section - A 5 (� *_21verhang Detail \ Section. 11.�TT--'- - —J . IghiPllp iplgll gll�lp IPllplgllgl Ipllli gtllp'IpI�I 'IPIIII IPyl IPIII. III 1P Ili ill III 1 I 1 1111 I I I I I I I I I ql ql I I1IP - ii-im -NAM z s I 4 e wl 8 ,1 I I ; Illlllelllllli� ll I Ilrc I I 111 I I 112 r MOM Ir MIS NICJmrIIIFI r Wrigl I6 1E66 CM If NM 11 1NIt xoTlR' 1T I6 rI TO til-91WITY g! TIt ORIGINAL -O.NYIM' OE BZ /Z 12 IZ SZ VZ EZ ZZ 12 OZ II 11 LI 91 91 ♦I CI 21 II 01 Z tl 11 tl 1I,I _- I1 1C_ 2 1••� mlllblmllfel ..II I...le.l•ullouluN pulrWlmllu.Lwlndu.lunlurllxulnullnllllgl11111unlun!IOIIInJn NIIIn Mulllu Inl ulIInnII11111111I111�1n IIIIIIIIP•tl111 IN1111gNIpIII1gI1N.IWItlYOJIPIlIIl01W1IllIlIIIUIIIt�IW1110 ]DECJEMBEhl 19 1991 01 1 d � ►—� ,) ON W p Cr 1 o s faI Nib ....-._.�-\ -2 sf .y, --�--- ---- ,y�,j���u GIN _2 ►•r•+ ..� •-•-�. PI rn I � ✓ / --� ��' � _- %.y5���� � �� r'r) S) SGC'�h•bl ><4 � � �-�/ US D I STU Ftp L.A1`k �� 'M - ' �A.,� '.Icy T Ar UNPfSrUK5M:;I` [-ANP i 1- 7_ Vol' f r1 �'� � Uj D LLJ W s!�� r = �G--'�•`. ► ' ' ` `' _- C L J ' ,, - �, ` .� rs y ..1.-• r!T►l~f{.., .► Il .T"•WF' 1 H ��'- r--��... C/ L.L I -�.� Fre •4.•y> ',�, ^r'•!t".t}' ; / ` f '�f'-e 'r 1.V 6! '� \` �� ' � ...-•,-�^ � �-' 10 ILI _ -- ' • _- _ .�_ \ - ;., ,- --. t -4, LEGEND: �� Ground Cover: These areas will be planted with one of the following ground covers: W 1r • ,}si(gn !' �' -Gilt _ •,Z' ZN KIS «',.� . '_�d _ ! Vinca Majcr _*h,G Arctosta 'hylos UVA-LIRSI t , '�4.,N•iH,t `-GOA♦;. q l 41 db IL e+j�j',r,' —� _ 1 0Pseudotsuga Mensie'__:ii; 3/4" Caliper s caliper 1�A...__ . i I _(�, 1'-t� I•c;r CFTcr'? , c�1---rf \1 �� Acer Rubrum; 2 1 -t' min. Prunus "Accolade" or equiv. , " caliper`" m 1 REVISIONS Shrubs: These areas will be planted with a combination of the Q —.-- ollowing shrubs: Juniperus Horizontalis "Douglasii" 1 gal . Azaleas -- O Dwarf R:iododendrons Shrubs: These areas will be punted with a combi.natioa of the following shrubs: Evergreen Azaleas 1 gal. I T ` Rhododendrons 1 gal. nandina Domestics I qal a �� -,- __ __ ____ . — — -- - - • -- -- 5 --- Q Abelia Grandflora 1 gal. Buxus Sempervirens ":iuf fruticosa"; 1 gal. Lawn I C1 6' high fence enclosure for garbage (see Site Development drwg. ) Disturbed areas will be planted with festuri Rubra, Native. CJ Hose Bi.b CI � ndM s e- Plan T I > uFc� r O F N,1T - 3Ute 4-9-90 • ADDITIONAL INFORMATION : — �- - -- 5cale �As Noted Total Site Area: 171,418 sq. ft. - -A Area req. to be landscaped (20%) : 34,284 sq. ft. Job No. 89018 Actual area of landscaping: 35,200 sq. ft. 1 tree per 7 parking spaces: 34 parking _:paces _ 5 trees Street trees at 40" o.a, typ; 2" caliper Alin. .r�.wrr.w .......o....,r,r.•r.�. ..�.....v....n .�.r�..w.....,....w._..•is...r—�r.wrw,wwrr...rd.,...r.+..r+...w,rr......�..r.v..w}�w•s+.r .«.rrww.nr..wwn.�ww.s...rr-►«.—+rw+a....rw«...r• ...—. w.a�o.wa.r..w+ra..+.w...w.•�a.r •..—.........�.....i��,w►+... ___..-___ ___ —_.. r ,-„,�,.. wiwrMwrMSxw�a..r:aNi1LW p9'ii, _ ...,,•..-, .,........r,...r.,....w....-,........w—•---................ ..._...._.,.. .,!w• :, -.e,w..�.....w+...,....-.,,..w.werwM_._wr_.�r..,.. �i�iY4• , - .. __ ... ,. .. ,.. __. ... .. «. .., .•'A • ( 1 � T i,•yam. , _ _- ` J ” • ���� ' D'I�Illrl'Illltllllll I'I'11111'III11111I1111111I11111111111(II1111111�111 h(IIIrIII�lyl�111111r11�1�111III�lllllt111111111111III1111111I1111111I1111111I1111111I1111111I1111111I11,1 II(1111�1f I ."._ NOTE; IF THIS MICROFILMED 1 2 _ 3 4 5 4 6 7 8 9 —10 11 12 DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 62 92 12 92 SZ $12 EZ ZZ IV OZ 61 81 it 91 51 bl EI ZI II 01 6 8 1 9 5 b E Z I"•"' ��II�IiI111111�111111111�III111111�111111111�111111111I111111111�IlUlofl�NulnulaNlllll�nllllllllllll111i11�1111lt11I�111f111aI11111"4�1:';11111IIItIIIIll�llll�llll�llll�llllllllilllll�llllllnl(IIIIi1111�111111IIIInI11DU�III111IIIIIII111111II11111111I1111llIllllllllllll�111111111IIW!1111 1991