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7095 SW SANDBURG STREET-2 F 1 � y ,r I GAIM DESIGN REVIEW JttrIc:� 14 . 1978 Tigard Citi- Hall 1. 2420 SW 11.1a i n St . - Tigard , Oregon Site Design Review 49-77 Fewel -Comer Co . Executive Offices App ic;an L : Fewel -Confer Co . Inc . Request : For site p i •-n and architect review of a '215 , 387 sq . ft . office building . Ln t icon : Northeast corner of S . W . 72nd Avenue and SAY Sandburg ( Wash . Ccs . Tax Alap 9c-,Sl IDC , Tax Lot 3700 ) . Site Designation : The site is zoned "C-P" Commercial Professional and designated Commercial Professional on NPO #5 . Site Description : The site is 3 . 13 acres in size , relatively flat: , open parte]_ «:ith no significant vegetation . Proposed Use : Pro:Cessi_onal office , a permitted use per. 18 . 40 . 010 (l ) . Previous Action : ZC 19-77 - on July 25 , 1977 the Tigard City Council approved a zone change for the site in question subject to the following conditions : I . The zone change request , as submitted , be approved contingent upon the sale of the 47 . 14 foot wide par;el at the eastern end of the property . 2 . Twenty _feet be dedicated along S . W . 72nd for street purpo;;es . 3 . 'I'Zle applicant will. file with the City Recorder an agreement riot to remonstrate against Local_ Improvement District ( LID ) for street improvements to S . W . 72nd Avenue . 4 . A deed covenant be attached to the subject property re- stricting vehicular access onto S . W . 72nd Avenue . Required Park i ng : 25 , 3S7 sq . ft . --. 350 sq . ft = 72. . 5 or 73 spaces �r i �� Jill NOTE : IF THIS MICROFILMED 1 2 3 4 5 7 :1 I �• 11 1 r DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO 111E QUALITY OF THE ORIGINAL £ Z Z L Z Z 4 Z Z Z Z I Z Z fi I i G T i S i T E I i Y l T 6 �8 L 9 T f Z t ,� ,N DRAWING. �Illllllllllllllllllllllllllllllillllllllllllllllllllllllllllil�lllllllllllllllllllllllllllllllilll�Il�,..��IllllilllllllillllillllllltfUlll�tIIC111�IIIIIIIIIIIII�Iilllllllllllllillllllll�lllllllllllllillililll��lillllllillllllll, Ilil11111111i llllllll - IE I , 1 TTG! RD DESIGIN REVIEW ( SDR 49- 77 ) Jun(_� 14 , 197: Page 2 Site .elan and Architect Review : The applicant is proposing to build a professional office to be used as headquarters with the Fewel -Comer Co . The uui lding is two story with horizontal cedar bevel siding and a concrete -tile roof . The siding will be natural stain , and brown with slate colored tile . Only half of the ,-;i. te is being developed at this time . Parking and circulation has been designed so as to facilitate future phases . A landscape plan has been submitted which enhances the professional office concept . One concern with the landscape plan is that two major pl ,tntincr beds have no ground ccs%,e_r• other than barkdus t . In order to improve the appearance , of the site , and be in harmony with the rest of the plantings a suitable ground cover should be established . No irr :i l-at ion plan has been submitted but a letter has been .received from the project landscape architect which states that an under- ground irrigation system will be provided with 80% coverage . Condition #2 of the City Council approval required a 20 foot 1 dedication alone; S . W . 72nd . Since that condition was attached IPO #5 was adopted which reduced the standard for S . W . 72nd . Therefore , only a 10 foot dedication will be necessary along the majority of the property . A bus turnout lane and bus shelter is being installed abutting the north property line . According to the city public works department , an additional dedication beyond the required 10 feet should be required for a portion of SW 72nd in order to provide a smooth transition and turnout lane . The exact dimensions should be subject to public works department and Tri-Met approval . A 1 , . 1 D . agreement as per City Council Condition #:- ) h-,:,.s been submitted . A draina.f;e plan should be submitted for building department approval . Staff' I?ecocimendation : SL , [ 1, recora1r7acInds appr()v.a. l as stibini t tent s !.ab j ee t to the fol lovfifl�r conditions : 1 . Suitable ground cover be specified for all landscape areas ( subject to staffs approval ) . 2 . Teti feet of right -of'-way be de.ii Gated along S . W . 72nd with additional right of wa,y along the northwest property line in order to provides a transition for the abutting bus turnout r lot J NOTE : IF THIS MICROFILMED 1 2 4 7 l 10 11 12 DRAWING IS LESS CLEAR THAN -- -�--- - THIS NOTICE, IT IS DUE TOTHE QUALITY OF THE ORIGINAL 2 Z Z 4 Z Z Z Z I Z11111161� � � � L I T i � t ��' I I t t i F � �3 9 �lDRAWING. llillLIIIIII (Iiillii ,IIlliii) IIIIIIIIillillii (IIIIIIIilii IIIIIIIIIIIillillt4Idl 1I1III`I'<C .LIIIIIII IIIIIlii fillilli illiIIIIIIIIIIIII1L]1 IllilliI1IIILUillillil �ill (IiiILII11111IIIIIZI1111111III�llll , i TIGARD D1,SI (;N REVIEW ( SIR 49-77 ) June 14 , 1978 'agP, 3 lane subject to public works department and Tri_ -Met approval . 3 . A drainage plan be submitted for bui-Iding department approval . ichard Bolen Plannincr Director i POW r i f I f t f 1 t Z i r � �.� I � .-... .. � I fi I I I i 1 f l l i I I I i I i l I I I I I NOTE : IF THIS MICROFILMED I 1 6 7 , DRAWING IS LESS CLEAR -MAN THIS NOTICE , IT IS DUE TO ------ - --- — THE QUALITY OF THE ORIGINAL � _--- ----. �_^--- _ -1 --'- - THE Z Z L Z Z 4 Z Z Z Z Z Z 6 I I Ll i i t t I i i T - 6 �3 L 8 DRAWING. IIIIIIIIIIIIIIillllllill {{II IIII1111111iI{111111 (III IIII (IIIIIIIIIII IIIIIIilllllll•111111 {IIIIIilllil��..��111iIIII Illllllllllllllliltilllll IIf�111111III IIII IIII IIII Illi Ililllll l�l� lill Illi lillllilillllllllllllillllllllliillllliilllllllllll , �y R' ..Y., N . , -771 1 . N1A; 1 • 39 r /S RA _^- r 39r /3 5A )xJDf A. �. .. IS i} � •e0• 2 1 \\ f .i7 4 I 2nc AA A 1 i 4a 9 41f 2L0 i' RK. 3,C. 2M 7r.A A n' BxllSSA A SKW 7 , )rs A ahP v 4 AL -/ W/EY Tr 4 os 2V _ -�---���-- - - -- — -60--tfx _ 7 ' �.,,, . 1 . rill - _ _ — Li P L(. 4 5 �....: J'� A y al .. -•-' _ Qr ff i Rr `i`� V � t if lip X 8 S3NS L ii• � i--=. _ _ I v 1 Cp C� 2Ym11� P2iI. }�.. _ — L..I ' L: t / L '� -•. �. i fr 'i ,' V �_—_ �"• a. Al it � r-- A• 7 +J i' to /4 sL Mu C �- 'Ir ties r•P Q1 ' A �YZ[L.GC/t (^ j, /4tL LW I 1� IIr 11 I 0 r/O t2.rZ [PM 3CD TYR. 4Qj _—_._ Vm A"ao / � Q y� L1!/L.r yI•LL'.1�1. II 1 i 300 CFM /0 y vSa APPROVED FOR CONSTRUCTION yY CITY OF TIGARD W PER N?. 5 _ SITE ADDRESS ?D R ) ITLE-__-____ DAT /L-k:-7f, ` j SPE FI ONS All A/C units to be furnished with factory curbs and economizers. Building must be completed m systeto be controlled by a ?-day time clock with each zone with according to city codes and an individual 12 hr, by-oass timer and low limit thermostats. 5nei inspection made flaforo �� o:smm7Yrcy -- Cl1Y OF MARD Q .2E:_ Com_ L__) J /--I F h._1= 6ENERAI CONTRACTORS & SOE CONTRAC- U H. r A C. A 1 z TORS MOST HAVE CITY BUS1 LICENSE -DAY 4 "!,60,07 "1 C 090 2s7� Y'ACb All ALL Nus Ay CITY YE ITIS PRIOR 79i TAU NOM, -t8. /O. 4 .1&1� EFA A.7 TO PEREORMNNti SERVICES. I •jGD ZSM .MA BrJ ..Ai /A/P I,T, 2�.Op 36dtl CFh 2 NP , SR AI ??_ r rZSd L6 ( n, v LA•rr' K AIIAR7- 577 C 940/5'O Y,4eL y3"D 5 721W AW -Lt. 1. r r[ar� Eco ! � /o S / p IS'& nra rJ GAs IN,,PL1 7, P/ LU, 01IS Ir'. N t AL . r 10 6A `/ $ AI/(. H 'I' S ') 9 L / 20384 4,XeD L h ?-)ti le -reu uAt/. et& /L 010, EEft ' I- � V•5 J-j ' '10, nc< [" ay rt ) &AX /A,fwr , W k ( N A 4 it r S DA r' a' I.I/!NT 5'aZf- A 03 G. PB0 \1 -nu Mets, CCG" 5. 4 ,ttu , E'ER 7. 0 1 � 'a_ ✓'+ ',. 00D Y'. : :.1 G-.aS /w 'Pl.'T y s/[ AJ /7, Ngo L&r, i iI i r Aut. an lrr rS AAS£ll,l. STA -' C.D. a AU-,- e:-&r / ' ADd. ESLAOFS 1„ - z �j 9Ju./76 j, `(J FrA'!, fA /L. SUI IAt. fe w r0 r/ Ac 1 D" Fr7r< D7 2e V. i tII Il lj� iIi �Ii iiI iii i I iIi•iIi ilii I III III III III III III III I I III III III I I III III III I I III III III I I ILL I � III � I III III III � � III III III III ��� III III I . I __. - -- � • T NOTE: IF TNIS MICROFILMED DRAWING IS LESS CLEAR M-4 THIS NOTICE. IT IS DILE TO THE QUALITY OF rE ORIGINAL uR RRluu ulllim ull6m uuIRR uulllu mdRII IRduu Iuduu RRIRR RIIIRR mduu RRIIUI„ tl L GRIMING. m,II mduo 1111111111 Ill 1 1 MAY 17 '- , 1990 - 'a. ate. �m��olol-I� �;��r-. PA RArr�✓ oF+ vtP-P{sD _-• ar- To H TORN o OCUMENT �` 44 -0i' 2a 6� or 2+�-0" -o� 1 19 ,:rd V, (9�� IF FEWEL1 � I I 1 ` \ _ I 1 • hesL: notes are yens 1 1 I ndturu ,lnd are intended to set n n*1011 stdl4drdS fqr / I� #- I I � •• -1 I� I ons truction. The dr'doincr s shat 1 ' i,ve► n over the general nol. to thu ext.c�nt j� - l ,� 1 J hown. \ 4 I fill. Z .'1' r- - -- - / I he I,untrdCtol shall verify 11 dimensions and conditions on dihfr•,-cmt dr',Iwinll' ' \ - +� I alma in the fir.•ld and notify oil, 21a,41 he design agency of aiiy disc reh,inl: ie\S 1*-for(- - ------_-.__ _ _. _ _. 1 I �h 13. ►Ispection and/or jut, supervis\ion is not provided by this design ajency unlc',s a pecifically provided by other \contract. ` ( I S UJ �n ontractf r to \ % � � '�• provide all nece� ary temporary support for walls andlfloors prior 'dt I v�7.d' q0 it il'iIIIPI' l 1 'A �� 1 u completion of vertical and 1 'teral load systems . ' :f DE AN[) STANDARDSME: ►' - - 1 _ co 11 llllll!!I;! ,� work shall be in strict compliance with the toll rlwing codes ( latkst edition) : I � / °''11,I�{I!I� � � '" � � I I ' `�. State and local codes ( verity �ith loc�+l building otficiall , Iitllh,it,� Uniform BuiIdirig Code. / I _ 111 �� '� ACI , A1SC. and NUS. rr � ' FOU )A\10NS (Desi n soil � _ 9 pressure 1500 is F plus 2U� increase for each fuc�t of width over 12" but not to exceed 2 t s . 1 . All f20 II li, f EXECUTIVE OFFICES uotings to bear• on firm, undi,t�urb d soil and 1 '-6" below final I'd de MI otif design agency before 1 1' 9 9 Y proceeding �f any unusual condi t i un,, a r•t� E'ncuun t��,'l'�I 21n.. in the\fo,oting excavations. \ W 2• 0o not $ footings . - 1 s xcavate closer than a 2: 1 �1 I ope bf 1 ow i II, T�c,7 t / , . I 3. (.lean al` footing excavations of loose ma .erial b hand. • � � �' „,h, ,,, - ! ,,, j y 0 I CON RETE Q f i o IN --- IJ E , SEG vl•. ©WNSHIP 2 SDU , U I -' � -r 1 . Minimum c ncrete compressive / �' ?L / / / ha;,! I /, I / U ■ p�`N�L. 1 �� , . !'1 . ���h r-I(3TON �O�i-.I ,-f O � b strength to fje 3000 psi at ?�i IIIi I�imunr cement E, content t be h ■ 9 sacks yard. Maximurn lump 4" except exposed contr ,:te columns / h,1 s 1 ualp not I to exceed 3 I / �° d, �!,,;I I�1 SITS Aii5"� �• 3 ,64-ES �v 3vJ f=" W 1 / I / ! / I ,� / 23 �DDGD DSD G,a�r:orJ I�.:2�3� � +r- - .,'� : GG > 2. Place andlcure all concrete per AN cudesland standards. J I / '� PH SGL-oPh�r~T ��� 7(�,S41. .o W F . 3. Provide k joints in all slab on yea control � grade at 25 o.c edc w.Iy andx PHa��I� II ✓"��.D�I'1�ri" �p ,d. �foCoB�,N c-- at 30'e I>,eavy (,t/4" ) tooled joints at 5'- )" o.c. and 1/2" preniuldccf expansion Ioirlt5 � Iat 30' o.Ilc. in dl1 exterior walk; aria S1 hs . / / GON av / VUI�DI1-0 Gc�./E;PSaC�E N� 1 -t �.:. P c-- � ®,G l 1 ; , '*k 5 ar r '160 1 1 Q Q JJ T ice -+ Iii.I{Il,p!I ►" " r 0 f�s/,MC� fsoP- s►w�lr r¢_ �/ 2 �, REI FOPCING STFEL �; I E'° I� Iy"11 �L ' I w �.I ", I x 1 1 � ,�, ,tl, / / � � / �•, I�11,1 , lid 1 ,,�tlll ,I II �il,,.� ui i lu' i I I T n II IIiII. I'I� Q � � ✓ I F1' s-P'1 `1 � P'' � , �o -�-�--� ' � ; �� II '� � '•I'i I li ,� '' ' � "I ' 6 , 1 . All reinforcing steel to he A-615 grad 40. Welded wire meso tc/ rw A-1 / / / 2G'-O' •�, ! • U �T! tC/^ P�/IMG � I�CJ� � I � �O r r - 0 2. Place ��lll reinforcing 'ate" a'I''�" ��koA FT 47/0 .1 per ACI codes a►�d standards. 61 W lap all c ntinuous bars 30 diameters minimum. / I G / y j cy Fz cL.?'L I i / 1 JL)I !I•Iro �-F�A E,�GL U DI NUJ DEI�.c I 1 / / '1 11 ° 0 1 I i _ , Qrn All lumber+ species and grades to be ads follows: / / ___ ,---.r__ / -►'-t�" -� I 14 p = I SP� �� o Pte- 3� �r� 33 5ppc;Es / � / � .� �� / N � �I F?p! � PROS/(DED log-cTI WIpE 2.tj I a. Joists, beams and stringer; Douglas Fir No/. �' / - �I 41 6.. na i.b, arms and s tri n ers D0 1 ! ,p' •�.,.'s - -- I z NANOiIGA� �, b• Bucks, lbluc�ind, bridg'ng and mise. Ofto fir or HI .far' Ko. 3 Doug- F i►' o r f l m 1~i'r " -tuu�s" / _ _... d d. Sil Is , (sleepers , plates & -Iailin �/ r �' / `� "`� 1 ED 0 / 4, W m _ ?4TAI• p F 1 b i oc!c� embedded i n concrete Pressure treated (lab ri r- / I nnti a ! ?p`. �m'.e e, i �,-jpl. . I_ y i- -_. , ; I �k e. Pots i Jour Fir No./ 1 "-` __--- ! fi t Dt�c k i n• � II P�fJllrplt--�D T�PPi gN F' f� LDr-+� 2 / &G Hemlock, Select Grade. For _ 1 I I / I �ry ® • span over 5 -6" Two-Span LOAtinuous . / a i I _ - 1 1 i I " 0 }- ► / All other ydme or sirnplt, Aan,(No joints _ 4" r t L v between pp r..s � I z � i f z �N r %J _ _ - _ _ . _ _. All 3ois or ht:ams framing intd (not bearing un) ,beams , header or trriers Thal I / S / -- --- � .�•- -,--- -� .� � .,. • 1 be suppoted with "ll" type "SYfn sora" oN equal l ��"` y / Ory C. i Yp p q j st or bearn pan rs. All post 1:Ietyn , z � ,d'- _ PL�'`� and os footing connections /to�] /to be made with S ' npson post 54p and post base. , _-_}__ f_ I 1 �f 1 T I / �,_- _/ 1 0 _ In F �GYi?�- Pi.�*NS 3. Block s lid betweenjoist a d rafters at bearn walls . ,�- 9 —_ l P ] ►� g �'russbridgc at b 0 n�Ix. / _ '°i'I / / ,i / / > J ,J a � ? Q ------ 4. All prywoud to be Standadd grade with exterAgr glue. inimum plywood na i l frac/ ; cl ► N' N " I y / / I °n I `� 2't0 23! �;-r EI,-E�/ corn. at t, o.c. at edge/and It o.c. inte diate bea •Ings . Inst 11 1'oof -- 1 arid fluc,r• rhe � - -- sheathing with fac8, grorin pey,pendiculdr 6 Support, _ Stagyer" jol 'is . , f'lyw/+od I_1!- F � a°� `��AI,� ����- o�Al•: hr'I 'L2G, 2 2'� iN't fiL� ind x for f1 a 2 Dors !��: foof.i 3 , 16. See Zi I i"g ' 14� pIv Ir+Gs> �� -r c 5. / _ PV m /� ASE Fi.-raN '2_123 �,,�, Gl�tic Lam Brdms : Dou4las Fir/Litrcti unl•¢ss Luther n�ted. 1--2400, exterior• 4�lue, c niber 1 1 /2 x D.L. /(mess shown of �rwise on P1 ns, Alfc certification. / A7 ✓Hf:DV�E.S — --- I / / �n0 0 0 • ST�t�C;TURAL STEEL / / ' �' I i / I �. 0 1 M r PLS E TF.t�-'O� vG�/,�►T'o�5 ti AMOP 049 P,4Pi1NC� 1 . � All miscellaneous 7steel to be A fib, fabricatQA in accordance with AISC/ A°.i7��,OIC F--�B�/A'r'IONS 2. All bol is to be 307. / I i I. e _ / I t / 1 I to � ^-i�71..1 I! ;T ��� 3. All welding to e with E60XX ter f MXX eleLArodes in accordance with A1S . - ,c c;R c > U 70r, Ci tJ °: ARID I til E -� • • • . _ * 1 2. dJ , a o LL alp GaDX SEC•T!ol-I G c3RID rIl-Ifa D .d l , / / �, r, �� �0�-o C. LL LL 31 R , . 13 y r �I s W acs �ii=GT I UN ��l o l.-I N 1 _. I o U � ' •RzOee 6MC," � � awe .3 II / / PHASE Ir -- - W It .. 1` I D, � ��!P-tL��►-� DET,i L.4 / ' J b 1 a i 0 FiVP.�115"T1 C; y ✓ r,� \ �• *FS I 0 W 1A 2 > =/G( C./f- rL.(itf� i'-t•'T^�I H� Y✓!^"I_ �w • 1 . ••1 ,_...�.ww r Fi � iw�i - , �r'��� ;: ,:, , Vit,; ENDORSED PRIER '. � � Z m - - - - iNG P �✓� RGnfy Fir' ,�� P.,a ✓ -- _ S-4'- - - _ .. I Lb'-D " 1C�i�r/ 3 tau 5 GU! 65 ¢ U%P'-PS CiU?9 -'D G ITY OP T IQto�.p SP F.G pgG✓",o N9 - - - � Q D 0 W 4 /c,J ��Rorss Tv CrTy GOMMlR1IAL �Tsb�b I'UIILIC WORKS DEPT. By D a Ih Co� P-,If- 1 ��TAf�S _ 8. we SANDBURO - - --- ------ - - . _ __— ... . .. ._ . . . .. . ._._. . . e � g T■ . . . _ _.. . . . _ . . . B1J 17.)ING DEPm_ -- —. — TUALATIN RURAL _-Da e ,� F-TRE DEPT'. By- _- ____ --- -. h C%ff-t�F-I I G�L L7tz,dW 111-4�D e � - D3 e ' I Z" APITO r h GJ I T �, P t✓ ,a ►-J T_j4t1-!y �--_ FOR CCI"SJRdC.ION F:�IrEG�f W C•dl. DR->��-'!N - �r•' �1''►n I 0� I GA:�.D rye. lr P 1a5 V� ?��/ "Fi j�Ti�'ILS / �j ���'/�r ` C� �1 C a� �/M i / K N/Jkei B 1)� m ^D I DATE ' I J F ' b° �' A1 , , I , D�I N(�� �� 4v / SHEET .o. f 1476954 - . I Ilk 17"1 r R i Ill III III III III III III III III III III III ill III III III III III III I I III III ! II II Ijl III III Ijl III III Ijl I III�I I�I III III II•I III VIII I III III IIIIIII III III IIIIIII _.. , ------,...:.. .:._ :. I1 1112 I I I � 1114 I I I � ( IFS111) I I iw. - NOTE: IF THIS MICROFILMED DRAWiNG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ^ 1 j DRAWING. £ Z tiZ LZ 9Z 4Z Z Z Z �11 13111 6iL 54lIIIIII�IIII iIII�IIIII Til (III III II I II�IIIIiIIIIIIII I ,I I 111(1111 IIIIIIIII (III IIIIIIiII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII JIICIII MAY 17 511990 ,j..'2_.L'NE PLANTING SP::CIFICATION Gur.erul : iii+I,,ov(-- Stones, sticks, mortar, concrete, rubbish, a..0 ai,y material to plant :1: e . - kjpp-� ,1' I/+ kk.�M!rT�Irz �• LI • F t-- :r •q _roues Topsoil : topsoil 1 regr..rea for planting areas will provided in-place by the General Contractor. The final grade w.11 oe setae is cid by the Genera:. Contractor. 4 �I� -1-- W�I�C�� ��y-�_ • � ase of i;aruicides : Applications of her'oi.cides to all plant.ng �: ��.� should be done prior to planting - according to manufacturers V... / mer,dacior;s , for waved control. Macerlals : Free from noxious weed seer: and all f ores.g:. :.�.��:_. _ •� �" - %� � �, :.••";+ to lant l:.fe. Fir or .'r,loc;c Sark ._ \ s za: supper ,. r co. , 047070, - 4eptn required over all Planting y r Guying & Staking Materials Ab detailed • � � °A"°A G -- _�_��_ _._„`\ � •.aa"��;. i' � 'ILA T A^'F.R I A L LISTING S T I N Fro, // Botanical Name• . , ; _ Quantity Size: Condition Remarks � �'.*P.unon _Name Soil Preparation Rototill all pli.n:.ing areas to a m.r..:::..::. r .• TRF.�'S of 6-8 inches prior to adding so,! amendments. - r.w ^ IT Acer circinatum 8 10-12 B&B 3-stem ; Soil Preparation & Plantirlg-Tr-Tree, Shrtibs , GroL;ndcover : � CE � Vine Maple min. 'Thoroughly mix the following proportior. and ingredients ' of materials into the excavated soil . Condition o4 soli ~- ' �' LA01 '' c t r d shall be in a moist and friable state : y�\ _.coleus deodarr 3 6-7 B&B '�eodar Cedar 1 7-8' B&B Trees & Shrubs : 3 parts of excavated soil j CZtIC_FATO - I part rotted sawdust or peat ;�.�ss • KSI°' / :FICHC, 'TA)!51,,1� Cornus nuttallii 6 8-10' B&B > ZZr4 - L UCl�T '4 • , &H AWN .' ` . Pacific Dogwood m 2 lbs . inorganic 10-G-4, 5096 610.-� -- - - I releasing nitrogen per cu. yd. of FLW Y1 _ 1 _' -UEe-� H T. Ad'AN ' 13 / Fraxinus holotricha ' Moraine ' 15 1 1/2- B&B Headed at backfill mix, - -- k -ICS._ 'fora .ne Ash 1 3/4" cal. 6 ' min . t�h Groundcover : 1 part Excavated soil -- - F �Y�NTI I - "� - - (' (p 9(c, Gi Pinus thunbergiana 18 6-7 ' B&B 1/2 teaspoon inorganic 10-6-4, 5vy� _1}•- K�hJA��' (') _ N , slow releasing nitrogen _ - ' W ,"T_H� Japanese Black Pine 'v"u''.ro'">-�"�'� I _s C�4fG•-� SIE. - . � Q �,c Prunus serrulata ' Sekiyama ' 3 1 1/2- B&B ?_a::tynct Trees & Shrubs : Plant upright and face to give best .- • ` Kwmnzan Flowering Cherry 1 3/4" Cal. ' g I 1- ull'��'. appearance or relationship to plants and structures. 1 l Prunus serrulata ' a. All planting holes sizall be exca`vatAd-twice the size of the "' �' Hh, °— Hlv L hirotae 2 1 1 P 9 3-Kx�UC� I=I tom._ I -- '� I N'L.�:Y- 1g '�k. /2- B&B tree, shrub or groundc_)ver root ball or root system. �• �� N �1�4C Mt. Fu4i Flowering Cherry 1 3/4" cal. b. Place 4-inch mi'nimum li(jhtly compacted layer of backfill • - '�`'_� Pjff - j�it I I��qL LIF=u� HM- 4--4L Prunus subhirtella 'Whitcombi ' 6 1 1/2- B&B Headed at mixture under root system of each shrub, 8-inch minimum under � ��►C ;-�I }�a, - root system or each / ►�L. 'tTING 0 I, tT{{ \�� � tco.ab Flowering Cherry1 3/4" cal. h min . — Fr-MtHT11-L C. Loosen and remove tw: :.o binding and burlap from around top of `' I �I� i�'_ F�'C�61DLe eac-:i ball . Pull no burlap from under balls . Stake or guy � ) t�At r��4�. ��`�� ()�- LJDLJ I�I�t�� Pseudotsuga menziesii 25 6-7 ' B&B t..ees immediately after this work. t�.>/C I?1�U1't Douglas Fir d. Cut off cleanly all. broken or frayed rots . t '�F. I �^ Quercus borealis 16 Headed a L e. Place and rompac�. backfill soil mixture carefully to avoid t n { -- - - - - ----� -- NC T ' - �' Northern Red Oak 6 ' min . Z Y_ injury to roots , fill all voids . � -- �_ _____ � f. Then planting hole is three-fourths filled, place planting _ � - E . tablets in quantities herein specified evenly spaced around / -- T AS, 14lkl l TP—E M. SHRUBS •r '• Q each plant. • F- �'J_ �' � 9fr; , . I - pLOr..�41z i g. When hole is nearly filled, completely .'oak and allow water I�•-}►/.� 1` z, - r � ;;\ ..,�ti.�sus praecox 62 18-24 B&B U ( , to soak away. Fill holes to finish glade and prepare for _ ' �``; -�' � «�`�- � t,'a , minster Broom iJ other work indicated. Provide 2 " depressed water basin at , _ ,�" \ _�- MY �:IJ7/•�1}-' �l.W •�1�/ ; : '� Leuco hoe catesbaei 8 15-18 B&B fit, ti 1, each shrub and tree. • "C� `�� � � ` �I•--- � • Droo��ing Leucothoe Planting Tab. "A riform" 10 ar-.d � 20-10-5 as �� q ' 21-gram taulets , manufactured by Agriform International Chemicals , Inc. , Newark, '� c , _ Mahonia aquifolium ' Mayhan' 16 12-13" B&B California. o�} `� All \ � �• �- (: �layhan Strain Oregon Grape Planting Tablet Quantities : Provide for all trees and shrubs at �' ? , � t + ' / _ . - Photinia fraserii 92 18-24" time o£ planting as follows : j - i • 8, f'Y� B&B a. Al:. gal. can shrubs up to 15-inch size, two (2 ) tablets per 3- j _ 4' , 1 - _ Yl- f 5 Frasers, Photinia i plant (10-gram) r �- - I _ t _- Pinus mugo mu hus 'Pumilio ' 11 18-24" B&B b•. A1.1 shrubs 15 to 3G-inch size, four (4) tablets per plant. ,�, - t _ t- Z X:X l L/�,=� '10-gram) / I I I � C3- ---� Dwarf Mugo Pine C. A -_ � shrubs 36-inches and larger, three (3 ) tablets per plant. -�R' P P _i I I 11 I i I ! _ , .M- ' ertilla fruticosa ' Sutter ' s Gold' 13 8-YO" lgal. (1_-gram) -- - - - •— I ' � �,�c... d. All evergreen trees, four. (4) tablets per tree. (21-gram) - - - Yti:, utters Gold Potentilla spread e. Deciduous trees : (21-gram) up to 1�-inch caliper, 3 tablets per tree - -= ' a' IN f'1A. 1- N 'l:1ohiolevis Indica ' Enchantress ' 62 12-15" Br,B i 1-2-inch caliper, 4 tablets oer. tree cI (r, S1" h� � "^chantress India Hawthorn P a n t i n e d s , • { + LI I�J`>f= I - CJ-� ,G _ _-_ _ - /..• h ». .._.... ... C4 i3 grade Grade to 2 1/� inches below bordering paying, ig y. iltOk4 `-•1 "� ! Rhododendron Varieties : r _ -}���� Blue Ensign 1 30-36" B&B curbs, wa11s, etc. , '•.�ptl,�j�'�•}Qltl� 3C'�- b�iore application of mulch. � - 3,Q - E �..� IVY - Ig-moo \� Mrs . Furnival 2 30-36" B&B Mulching o -Plantinq Beds - Mulch shrub planting beds with 2 inch I ' I-v L�5_H iV - -- -____._. ____ _ Layer o f specified bark within two Mays after planting. Cover � 4 � -�-�� I - 1819yo vP,UUND COVER entire planting bed, apply evenly. - c*�+�-*fir'• 'Q Seeded uwrs : Ti�oru�I.3hly :;,ix and pulverize the following propor- /�� k1�� edera helix 400 2h" pots Flats tions of materials to a minimum depth of 6 inches while is a ;Hoist 7-� TKA. J f�17GC � �-Lk1 ��C�x LrgS2- _ English Ivy condition; lightly compacted measurements : . II'f1:71A �FI?..�`t - CM ti�•r W7' I 3 KFC �-i I 6 inches of existing soil . ,.AN 1 ING NUlE., :s0 lis. fertilizer/1000 s f;.. y► inorganic 16-16-8-5 - IN1 . B&B stock may be substituted with container stock. CO) 50 lbs . dolomite lime/1000 s4. it. 11.1-V 1W UVwA7W 7-T2 . Container stock may be substituted with B&B stock. Lawn seed - "Polo Mix" �,� �; =. �� �,, �.�� 3 . Plant material shall confoim with American Standard for Nursery Stock, -Mixture and weight proportion as ��,� � // ' ANSI Z60. 1, 1973 edition . follows : ,� 4 . All trees shall be branched. Blue crass 33 l/3% / d� ,_ 1 , < Manhattan Rye Grass 33 1/3�/� ' Fescue 33 �/3% Sow grasp. :,ec�d I;;ixture even:.; at 5 lbs . per 1000 sq. ft. :rov.de • ��` `; � . one mowi:-.g, reseed bare areas . Guarantee and Replacement : Guarantee- t � 4' �'1�'IzAd��_ ; � • j � JJ. lu ian _ee all plant material after final acceptance for duration of one full �_ ��T.� P - Stowing season or one year, �..�- '�•� ---� -- - whichever is longer. Replace plant material not surviving or in - --- ---- - - �_ _ 0 A .IL I" poor condition; except only loss or damage due to freezing, v4ndalism, �W�-�� or acts and neglects on the part of ethers . �_=__ � ��'• ____ M:►intenance : Begin maintenance irlullediately after each shri.b and ' - • , N�-� ��V� `.ree are planted. Protect and maintain plantings for a peri.ou of 60 days after acceptance. Be responsible for the following work items during 60 day maintenance period. Water, weed, cultivate, • vtiif'SW �L^r maintained-much depth as specilleu, rese,: plants to proper grade I ,/�/,,._p,_I�:Err rj�• 7Z TIF- or upright position, and do any other necessary work. items . + - .'.. - ;��: " N ;, PHASE II , - qq zKaN_I.CX.A7 ka1'1 I 1 _ t-1 iZ _ �6_ I - '+„cl-�_� �y�'• L-:r_, G� .. . t - 1 " DW H4kJT E�plcl-I • 04 r S.W. SANQBERG Sl: �•, PkjAJU- tlL 3 SHE �- ����� -•7�� :��,,.��`•; `J C� �..�"'� NORTH ON AW"Y0 DATE SCA L.E: 1 20/' 00 r+jo. �T PVO. planting plan Li MAY 2l) WE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Jill 111 I I I I I I I I I I III I I I I I I I I I I III 1 1 1 1 1 1 1 1 4L_ _ _ t� i � i i � lC � � i i � � 9r__ i � i � iii NOTE: IF 'THIS MICROFILMED I 1 I ?, I 3 I �tII I 5 I 6 I 7 I ( ;l lU I 11 I lr DRAWING IS LESS CLEAR THAN ,� ------ ---�— -�---— l.- - --- - -1 —�— --------- L --- I -- _L—_ ��- - --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z 8Z -LZ Z �Z Z bZ Z 1L fri, 81 I L I - I I I T I I I I I 8 8 L 9 9 ► L I � u DRAWING. II �I�I iiliiiii MAY 17 1990 4. 1 uor�: p ai.1. vint�l4o�-� % tee►-. �Ap�a•�C�• ®r� �oMt�+�IG�� �i �!.��' TD H O FTrr v�-opG?-�Y v I NOr, •,�' C I,2e� D O `_ � • fOF A Gab I 1 PP r i � GENERAL NOTES 4L `' u 11 . hest' rioter are gerl(Wdl , nature and are intendeq set n nirnrun s-t idtrrds lot- to I onstruction. The drawin�s shall govern over the general rrclt`'. to the extr-nt D � I hown. \ he Contl'dCtor shall verify 11 dimensions and conditions on dilltr-r•enl drawine ,• II nd in the field and notify he design agency of any discrepan( iAks be,tor•r roceedinq ` I / , i. ns e�tton and/or I P ,tc►b SupNrvts\iurr rs not provided by this design agency unless / ^`•- \ I � ■ c1 lai ' pecifically provided by otheruntract. ( + 'pill Ln �- ontractor to provide all neves ary temporary support for walls andlfloors I�r i�,r• i � i i , ! I + ..� o completion of vertical and l teral load ,ystenrs . I 'tm-\ f h r t1 , ,+ I, I,i ` I'' 1, ■ ` 1 to i'Iry!I ii i h111(,t1 AND STANDARDS I I II f � V I . 1 11 work shall be in strict com lance with the following code•, ( Vl r ) + I �i, P lat t �rliti.; ► I / ell I t I ��. lnafornrrit3utldin codes Code. (verify fth local building official ) . I !"Ii�i'11 Ifl� I ..,.m. it ixN � ACI , AISC, and NDS FOU JA IONS (Design sol 1 press ,, ' � '` � ! � '� ` ii / � W In 1 ' ore 1500 ps plus 20: increase for r. Ich fort of wfd�,h - IIj�, �' over 12." but not to exceed 2� 0 psf. ) ` I II �" + I ' I� /� :�� � l ,y 'r'! w \- Q � 1 . it footings to bear on firm, undisturb it 1 �•• } y proceedingf any unusual X►cuuntered 1 ' II."•M"', cr..X E C�rJ'1"I V E OFFICES 9 y ► �� .. Noti f design agency before / d4 W in the footing excavations. I I � '' • r '' , �i iuu1!',lu' •,' ,� - „Ij� I V 2. (Do not Ixcavate closer than a 2: 1 slope blow footings . / - �1J ` GZ 3. (Clean al` footing excavations of loose mal.eria ) by hand. 0 BCC I.- D 1r�GRl VTi OlJ OG.4'?•�D I r. 6POV,'1- �•D'f G,` U ih! I p CON RETE \ / � � , �� :-I , I ,�k1, III I �' / ^'�` I / U ■ � � / �, / ` III�I ii l "' ' ! , .N 11i, ii'I •� ,, eL ` ! Nif''i'11111H HIiI lii' F, 1 . Minimum concrete compressive strength to lie 3000 psi at 2f3 days . Micement t content t �NCJ� 1 Wl:�T � h • 1.=�r�•t; r�G'TO� �Ou�'I'1' Off•.-,CCS-+ . � be 5 sacks I, , ,� - •� �:,�:. !I � �, � I, II N ■ 9 ,per yard. Maximum lump 4�� s except exposed cuntrote column -rD-rp•, 5 t► A 3�� 1-:7C? WP�e '�. a AGK-E�� I �, F;- slum not to exceed 3 p 2 Place d. ace ancure all l cone rete per ACI code d ndtdd standards . ��� ��' �D17Gf7 D�D t G�o,•7-i O t-•I 13 2�3� G'4 I sl Q q ^r 5 ' 1- I�' hi I4 li 'I I' ,1!• r I / JG�?.'LOpNL'NT A, F.A 'l II �. � � F , 3. Provide k yea control joints to alt- slab on grade at 2u o.c. eac wilym,ixinnim. Q Y ( ) <) �` i I iliIli I j + lill i'� + ` - Z ( Provide I av 3/4" tooled joints at 5 - o.c . and 1/2 remolde ex ansion 1i / �lil II N I ,� 0 I p c� p j a i r1f.s I u I , at 30' o.c. in all exterior walks and subs . / I cd / x CSU ✓DING GD /+�yaC.>E PSP ,N�. I % '. Y ?'" o%a I i Q ,r ' Q I , kE I FORCING STEEL / t- � � - � Q I l I ` r•� V Pam N� Fo a- �i.R-l��r-+,; � ��I�� ��%.�� o � v' '�ro - � / � , If ,i I � In 1 . All reinforcing steel to be A-615 grad 40. Welded wire mesh t� by A- 1 �',. � � I II 11 SO FO T G• '4 Place al� reinforcing per ACI codes at sta,rdards. / / j , - , N w Lap all crtinuous bars 30 diameters rr1inimum. 1 - Gr��Gu 1p•""r�7 b Ul�plr,i� �Fc�-�► �,?�G.vDI r�� �Er�O ■ � •�Pk. I�EC,�'D PEP- 3� GrA 33 Sp�cEs 1 . All lumberl species anti grades to be ap follows : / I p a. Joists, '��� P�_.F�o PRO,/IDED Io�•d r••i�DE ..� � � beams anei Stringers � Douglas Fir N% ,' / / / / r"� -/•-- / j ,� � � dn_Co,,. r,. Z 6" noti.til-ams and stringers I Do las Fir No. I / G-+p�G�P-P� ,. 2 b. ducks. r�g9 II JI Hs-NLI:,A� bluchiny, bridging acrd m►sc. Dong Fir or N�rn 1- ir Nu. �ti, • i � °"�~'�f` � � C. c t u�r,, - -•!- I Doug Fir or Heim / .. .�_� - -__t-4 8 fir "Studs / � � '.. N 11 d. Sills, sleepers. plates & nail in / / _ W a �P�� block. embedded in con rete Press 4 _ •r .� / t ^ 1 Pressure trejted Doug i ► / / / r _,, e. Deckincl ( Dot, Ftr No / 1 / �___ _-._� �, k! Posts ,q Select Grader . fu / in over 5'-6 Two-Span (.oAtinuuu,, . �_ I 1 2 1 / f t 1 I A 1 other Jame or siiq)1(, A;an. (No joint.,; a I / be tween cypports �,��p � 02AIr'e:), r pL � doll_I4 lip tlr I / cam► tarp- , / �j fir'-a'' // Irl , ,�G d !�o• ";T✓L� I�11 lois for heaths frarmng into (not bearing on) ibeams , header . , or girders shall / / ,r, . _, - 1© f / //„� -- �' Af _ �h �' z p ■ be �.uppo ted with ll ' type Siifnpson or equal jsyist 'c►r beam Mangers. All post be�rt �' T� ��° PLP'i`•I _ and post, tootinrl t-onnections /to he made with S ntrson post Cj!t, <ind pu,.t base. ., T / i Y /T to 1 � i'IE_ZAti t-IE F .G1DR- PVNS i 3. Block 5 lid between joist dWd rafters at bear,'►rg walks . Vrussbridge at W -O" n x. 'l „f-- / i i ! ' i + Q 'J 4.i5.CIO t--D P _ 4 . a l l r wood to be s tanda d rade with iter' r 1 i ni < a i 1 i I �y r1 g e r o glue. � mute y l yw io d o 1 a -- ■ c.++nl. t 6" o.c. at ed a ind 12" o inter diate bea in s. ` sLi 1 rout a d t I, r - / C =�-✓ . 2� �� 23 .F�/ 9 / .c. 7tte jj g n rl a t _ _ ' -'- `S' 5heaiLhiny with face grafin perpendicular c 5upports . ` Staggel J ; s . F'lyw ,d I . I' ' j / t _ tt� P '�E �i. F �� �i.� t �✓ �-2G, �i 2 T r�...Gw ind x for floors ani ouf - 3,,2/16. See wiping schidule. / u � n ..a - v�,N?INm /PHASE I/ / / Q �- E 5. Gl a-.Lam Beams: Dou la, it/Larch unl4s , other n ted. F=2400 exterior lue , / r� ' �•� J�ip I,,. ,.•Gtr R-. Dv�I-+ %� '�'1-... ..�` /U � � I . � � � � — -- - -- — 1 c tuber 1 1/2 x D.L . pitiless shown ut e(rw�se on plans , AITC certification./ / _ -_ __ / 0 V ` • �� �✓�'��;.;;,�6 __ � ST URAL STEEL f � 1 . 1 Al 1 miscellaneous /steel to be A-3(,, fabricate,a/in accordance with AISC/ Pa�YHd3� �/ I / " / ` '� c6c` �/ • I 2. A l I bei 1 t5 to be 307. / I / I�`,!► .._ l i A . 1 / , ' i Q 3. All welding to e with E60XX 6r E70XX elecArodes in accordance with AS. � + f l � / / i a W > r� c�-05� �IzTiON v ��-ID VIME LL "f -- i• ��• � � M' LL W � �•,d -,T-r-- -1p� ��f'"''C��'S v �E'A �� Il / PH�8 E 11 / / i r x r fi C, _ � U I , LLa SOV D� O I. D.„p.,r✓ j 11 -41,0A, *F5' ' (noIL 4 I M wr ,�� • • Q M --- — 1 ✓1 LL'�.�N!,,4 E FZl R•- 'P-�t'I tiir3 Pl.+`N U 2 —. _ �/I�� ! C"�F� ✓ T5 'G Girt CSP �I �PEGI�I(.�►rTl©Nd -_ . _ - it 0 W Q 'P.r.JfW C,& DRQ;,J I N o6, -- — � TW t'QAWtNG DATE HTI -IOF+'J DSI NQ�7 _ _ L7 SHEET NO. N36"4 III III III 1)1 III III III I I III III III I I III III III III 111 III III l l l l l l Ill I(l I l l III Ill IllI III III III III III I l I i l I I I l I ! iii ' � l i ' I I I I V I I I LI l i l l l i l IIIIIII I I I I I I I I I 1 11 1 1 '`r'i�""'""'""'-`"""__... _,.._..,. __ ,- • ,- --- ..�..,:. ,� - . «„ . + NOTE: IF THIS MICROFILMED �� I I - I I I I I � I I 1 4 I I I I I I I F I I I b I I I I 10 I 11 I 1?r L ZZ11I — - ----� DRAWING I5 LESS CLEAR THAN - I THIS NOTICE, IT IS DUE TO FEVVEL COMER COMPANY INC THE QUALITY OF THF ORIGINA! E Z gZ Li: Z I SZ Z Z Z IZ Z 8T "I` L1 i I I I bt t II - T 8 B L 8 �4 ► Ii'J~ Z I II7,Fiu DRAWING. (ill (llllll►� Ilil�llll IIII�IIII IIII�IIII IIIIIIIII Illl�llll llll�lill�llll�llll llll�llll IIIIIIIII II II I II I I I., ..�. i I Dill IfiIIIIII I I I 11 ' II� I I I� I Ir. Illll�llllIIIIIIIIIIIII�IIIIII I I I I ILII ( llllll _ �tl! I (llllll llillllll llll III II llllll lllllllu Illi Iillllll�lllllllil IIII�1111IIII�LiI I•.IIIIII�1111 AYM 17 91990 L I �, - I . -- -- - ---- - /1 �J I I X03 i i �^J O ilo1 4011 0LnJf GONGIAETG m 6. 1 m r e 2o N m - • ,� IOI ,6 g*oPrOe f m a m d . yo., � \ ' ,/ � \ �-- ._ '� 5GPi STFUUTUP✓I� pP,�.4� INm5 �Oh GaHPI,t.1E W FOUIlJOATI014 OGTNI.9• Q i a F 0 —� f I N m N o �e I Oni IJ � ���+{ � b'•tN0" � ` _ ItJ•d_ �•t1�/6"�'�IDyy' �• w 0 ' O �`J o 12 3 O 5 W ^ 0 J = 9L O v z eW z i 15T FI.Ge PLPrJ F Q Z e ro Q o� cr � s Eo a r u� TT - -. 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I I 1. 990 MAY 1 '7 ) �� 1 1 r � 1. I I C.. v � O _ - — --- - i - x K � - -- I \ - ---- --- - - \� • ■ uj Gr/NG�VvFD (/JVtJ���f'1 ��4•I� � © GLU-LAM E3E AM CAMBER SCHEDULE Roof Beam \ I w }ti 3 1/8" x 16 i /2" Cs5/8" [or span over 20 ' i ' i 5 1 /8" x 15" cus r' or span over 20 ' Z. m XN 5 1 /8' x 21 " C01 /2" or span over 2 If) \ �j �L x � . 6 3/4" x 10 1 /Z" C=5/8"-Col 1111- x \ CIIMPIV L1 I 1 In _ �, •• 1 0 `� - - ,m Wim . IQ Ln o � W S. i I i I 1 i I I ( I I I I - Ari - - - - ___. j• i I ( I , I 7- it 1 1 I i i - a t I - �'�DR '`'►E 21L,4.I�1 I rv, M Ir G A M I G A L All G. - "� Q 1 Q i I I v N o 0 1 x � � LL Ma,Nu� woop.'1.2uhflC.GJ 2q''O//G - / - '�4°�IO'ly 'mom � �• i �i � � L i %V Ix r ' j , 5 2.• 1, 8'A"lei I � I(01 ' '�; ° 1 L 5� N �1■r I I i I I I I 1 I 1 I I � I ; I � I f � 1 I I I I , I � , , , i i � � �_ __- ___•- ___ _. _. .___ __._... _. ..__.. ._ __.__ . _ __-_ -- __� �..�e �- �1 w Q s 0 ix ; /�i• CohQll !v'-o" '7 U i'3.1'dI' 121-d1' 1•'d _ ._ .-.- LR. 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IIII I I I i it -I �� I I llulllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII VIII III IIIIIIIII IIIIIIIII VIII III I� �IIIiII, II IIIIIIIII IIIIIII IIII I 1 �� IIII�IiI IIII II I I �► 111 I IIIIIII IIII�II►I IIII►III Illy►III IIII�II.Illlll�llll�IIII�IIIIIIII►� I I:III11111 IIII IIIllill llll�f II IIIIIIIII MAY 17 ) 1990 , N'10 r~'�AG GiTF 4m m o dI > I ! m N N I NI 4W G,rAV5 3 W GONG• 'fNf'?US� lgI.OGK .—+-_ �' 4w U�- ur n1 �ur'l?EG ,OIL I I 0 O `CO WA T rl' MAI* 1 z ud' 0 NYGIF',.A �..� cu N r, TA I L -.-- - cl a 2'Tw6l< �7L-01'fF-p SOK �LEV,�rICPJ�i o AST I WON & A-fE I a i Im N .a IR90 13 m (� W > aEl 1pd - e I 11 8 FIP1/'t i=,'inn I / c o W . N/AT FKTlj0'f I . 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E Z Z LL Z 4Z Z Z Z iZ Z 8i i Lr i 1 i l Ei [ ill I 8 �N ��1• I �IIII I ► r iillil,i iiiliiiliil,lliiiiiilliililliil.Iliillilllllliiiliiiliillilllill�lill�, Ililll�illi 111 ll I�l�il�l ;III i ili,i� illlliliill 111 Illi�lililillllll�llllll�llillllllllllllllil��lillil�lilll� l� llllllll � I � I � ilei► �II'�I�l�� �����l�l► ��l�l�lll MAY 17 ) 1990 w 1 { I I I r I i I i I , • _ Q an 61A4 Li I N 213 vAUv>sz ISN �� \ 216 I a ! o `_---- .. ONION 21G 217 \. 0 • '" " - . • D �T��12 - - (-� �.J �J =---- --, ,1� _---- --- -------- - - U WAIN -rO H4.1 �I� � I � I / Tt -; { IN P 1d PCU �INI� vi-ei 1 V -- — -=a 2�1 z z MAIN TQ 1 — t AIN QA�1 G4T1M - 77 '`. 4' a N w C elk fW r?— 01A f 1� r H�A N IM �_ I% y 221 �,� 11-r 2�1� { �,• ��_ - - - 2 0 a r; C co i I \]. l i. 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N� 3tib , - d' o W pot �,�_._ __.._.___ _ _ _ _ _._ _ G �.... �. t1 a 2''rlrl-2 2"1 OQ VKA N Z Al- 4.ti Kw ow DRAWING DATE IN-ro voH-raW t4tj6 WITHP4 �+ IC�i1A1V • . X31-LEFT' NO. . I �A►=' ASM p15TANG�• P 2 lw ' III ill III III I { I III IIII I III SII I I III III III III III I { I III III III III�III 1111111 III III I I III III III I Ill III III � II-I I { I VIII I I�I III 11111 { 1 III III IIII I - I 4I I (� ) r I_....- v ' NOTE: IF THIS MICROFITH D �- DRAWING, IS LESS CLEAR THAN - --- -- - THIS NOTICE, IT IS DUE TOTHE DRAWIING. TY OF THE ORIGINAL g Z Z LZ Z 4Z Z Z Z ZZ Z 6� T LT I T T L >( T L T 8 B L 9 9 ► £ Z 1 ,. u Illl.11ll!IIII IIIIIIIII IIIIIIIII IIIIIIIII 1111!!111 Illilllll 111111III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IlillIlll�; a!liiiliiiiiilll IIIIIIII 1111!111 lilll {�rlili{ li I Iii lllil iliil � , . I Illy 1111111111111{Illlllll.11lllillllliillll IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIICIII. - MAY 17 ) 1- 990 1 o ' I X4 r �i c G II — II I ANSFEK MOUE � V 35 VVV / - �„¢rn, 7'c'Q , 7"c�rrry 4 VN `In / to I N<VI GE dN. �i d �N 14, VN ! m / CJN itJJ['% �i � �, - II LGLUMr-I, U�� CD�UMN '� vl`� 5 4 �•I'' ---'-- - .___.______._-_.. _ N AF, AIK GucT T�,�u ---f- 14/ A64,vI: LIrI I.I N4 / N f l /� :,� GF FIR�1 r✓I.U�>� '•ti MCH �S*11114,-/7.Top VF, F LUO�7 _ f 13 SEA, �Ih�K VIAGK/�M j I 1 {-Flh SHEr;'f f a y¢ f- M 1 r-I lam•-% ' / � S M E Z Z A r-IH ��D r A ��� • a iCAL.�• Yr' - I ' �1 0 0 I� SN I4 N W N �` I -�err_ �► � ' orf alr�.i��r� s � �- a� L.. �' —i-91ii��:���i - � •� : _� 'I x ld R- I r` _ X42 I I I J l ,jam /V '� f�� I �c 'f ��; T ��y Lc 1. ��._ I-,Iv i A. _INT' /,` c , 211 m L DH u 0 \ _ moo A�� �'� r (TY/VOF14) / • 12U6 I �/�C.•1�i'V� I �� �z I SELF �.TAF1= \�� �� G Q 0 O ------- I x ® 4K V E K d�K \ w > I 2 ax / r, cc 6 e��r,v G r/642 K u 15XN,AU�'T R�fON AIK I x i , . . 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NW k r 6- 4 1 I I I I I III I I III I I III I I I I I I I III III III III I �• I III ► � j I l I I I � I I I � ' I ' i ' ' '1 '1' 11 ' I 'I'I ' h' `�"" - NOTE: IF THIS M ICROF I LMF D � I 1 1 1 1 1 111 I I I III I III I I I III I I I I I III I I S i I I III I I� I i I III I I I I I III 1 1 1 1 1 1 III ' I I�i I I I III I I I I ' I I � I + � � I 12 "'"'"'"'""""°�""'""!-- �_ l_ _ J!r_1__ ____1_ __� I _ _ I 7 _ — 1 -- - L - - --- --- 1 L_ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO __ THE QUALITYOF fHE ORIGINAL S Z 8Z LZ Z SiZ Z� 67,--17, jZZ 6I I LI I 1 [ I >C T1 I 8 8 G £ Z I , ,i•DRAWIN(;. I -� tIII111111 III!IIIII IIII Jill, III ' I i III I I I Il�llflllllill IIIII I I 1. I.. �I�I IIIIIIIII 1111111 IIIlliIIIII Ili �I II I II i I illlllll ( 11.1111III111111IIIi�llllIII1111 I�IIIIIII ��a-Ioli 111 11111111 1111 1 1 II IIIIIIIIIIIII1111111,IlIll -�T MA 17 19 9 Q i t. EXHAUST FAN SCHEDULE AC-6 Supply Fan : 1380 CFM @ . 50 inch water Motor 1/2 UP ELECTRIC DUCT HEATER SCHEDULE ext . static - ---- - --- Cooling : 36 , 000 BTU/HR; EER 6.�7 at ARI EDH-1A Air Flow 1140 CFM 0 �kw , VF-- 1 Fan P460RCFM PaceVIS inch water Motor 11100 HP 60 cycle �l ►r�� conditions 95 degrees F eutsidc and 80 Heat ; 10 kw; 2-stage 2b' V 3 FH, 60 cycle Typ - • _ degrees F db/67 degrees wb E Sound : 20 SRN 3.4 . 1 MCA Cooling EDH-1B Air Flow 860 CFM 7 . 5 kw Fan ; 150 cfm @ 0 . 10 inch water Motor 1/50 HP `�YMBc:'.'. DESCRIPTI�JN ELECTRICAL Heating : See EDH-6A, EB�i-6F3 b ELIH-6C 208 V, 3 PH, 60 cycle Heat ; 7 , 5 kw; 2-stage 208 V, ; PH , 60 cycle Type ; Roof Pace DD20ORE-SC � 115V, 1 PH , 60 cyclA AC-7 Supply Fan : 920 ''FM @ . 46 inch water Motor 1/4 HP EDH-6A Air Flow; 220 CFM 2 . 5 kw EF-3 Fan ; 2400 CFM 8 1 . 25 inch water Motor 1 1/2 HPy AC-1 Supply Fan : 2000 CFM @ . 30 inch water Motor 1 1/2 HP ext , static' Heat ; 2. 5 kw ; 2-stage 208 V, l PH, 60 cycle Type ; Roof face CRE;-16B 208 V , 3 PH, 60 c cle ext . static Cooling : 24 , 000 BTU/HR; EER 6 . 7 at ARI Cooling : 60 , 000 BTU/HR ; EER 6 . 0 at ARI conditions 95 degrees F outside and 80 46 . 3 MCA Heating EDE1-6B Air Flow 600 CFM 5 kw SLf k. Heat ; 5 kw, 2--stage 208 V , 3 PH , 60 cycle conditions 95 degrees F outside and 80 degrees F dh/67 degrees F wb .r��`� : degrees F db/67 degrees F alb , Sound : 20 SRN 27 , 7 MCA Cooling Sound : 20 SRN 42 . 6 MCA Cooling Heating : 6. 9 KW• 2 stage a 208 V 1 PH 60 c cle EDH-6C Air Flow 460 CFM 4 kw pu�T �++Y !�� ����T �G�fiA(i �hlt•A�.C� . ' Heating See EGH-1A & EDH -IE3 208 V, 3 PH , 66 cycle g � y Y Heat ; 4 kw; 2-stage :'P.8 v', PH , 60 cycle IN 1" M1W. AC-8 Supply Fan : 1790 CFM @ . 6 inch water Motor 1 1/2 HP M '; AC-2 Supply Fan : 2000 CFM C, . 4 inch water Motor 1 1/2 1'P ext • static EDH-8A Air Flow; 635 CFM 5 kw ,. ext . static Coaling : 60 , 000 B'I'U/HHeat ; 5 kw; 2-stage 208 V, 3 PH, 60 .cycle R ; EER 6 . 0 at AFI -__ • Cooling : 60 , 000 BTU/HR; EER 6 . 0 at ARI conditions 95 degrees F outside and 80 75. 6 MCA Heatin conditions 95 degrees F outside and 80 75. 6 MCA Heating degrees F db/67 degrees wb EDH-NB Air Flow 295 CFM 3 kw degrees F db/67 degrees wb Sound : 20 SRN 42 . 6 MCA Cooling Heat ; 3 kw; 2-stage 208 V, 1 PH , 60-eget , �'► I��f Illwa TY�e :w Sound : 20 S}2N 42 . 6 MCA Cooling Heating : 17 . 1 KW, 2 stage 208 V, 3 PH, 60 egete Heating : 17 . 1 KW and See EDH-8A, EDH -8B 208 V, 3 PH, 60 cycle 1r�i✓y �' ��'I�' EDH-8C Air Flow 860 CFM 7 . 5 kw _ and EDH-8C _ Heat 7 , 5 kw; 2-stage 208 V, 3 PH , 60 cycle AC'-3 Supply Fan : 920 CFM @ . 20 inch water Motor 1/2 HP AC-9 Supply Fan : 1380 CFM @ . 20 inch water Motor 1/2 HP R c' r ��"Y=O"� ` a� ow '• a ext . static ext . static: �': `� ;•��\'",�p�� r ° � � Cooling : 24 ,000 BTU/HR; EER 6 . 7 at ARI Coolin 36 000 BTU �H EER 6 . 7 at ARI !!.I�III�At"A� K I N t C'r: t�' �; N�T� TNI % �N��T a conditions 95 degrees F outside and 80 46 . 3 MCA Heating g • - `. •I� �,Ad,�/IG t�U� 1' AS M�ANUt� - ��� a',P .' 1 9 conditions 95 degrees F outside and 80 54 MCA Heating , degrees F db/67 degrees F wb degrees F db/67 degrees F wh `� WK-MM A«� > 7 Al �Lt:�T�1L Ii'U�.I NAT�9�j (� VN) OY �;F'I�NG��"1 •� ! '� - ,eN,Ae•G= 6H"T 0;t fAL N Sound : 20 SRN 27 . 7 MCA Cooling Sound : 20 SRN 32. 1 MCA CoolingNd. �' Heating : 6 . 4 KW; 2 stage 208 V, 1 PH, 60 cycle t%GK MAIN'fr NAI`+C� �- � �L�CTt�IGAL r/�VIC�� > r-, 1 '' �• • ( - N �i'I.IG'f IN �" Y Heating : 12 , 4 KW; 2 stage 208 V, 3 PH, 60 c cle WA'r�� �I��r1"I I� � pi'L�t#G'�r CANf� Q� _ g Y I I -I �AI`IEL. F70 Vf,6K,* K'GGeMAKPA-f1QMH KAIN OP CCCW K15'f6. p CU AC-41 Supply Fan : 2030 CFM @ . 30 inch water Motor 1 1/2 HP * All AC units curb mounted with economizer -'� 'f d�Kf` ' KA1E,V PLATI% AI-IEAI� /J'� �L�L1 CIL rIUC.T _`� i ext . static t MIN Dr- eArA L- - V42 NU' V . 'YUwe *4 - Cooling : 60 , 0A0 BTU/HR ; EER 6 . 0 at AR: I-i�A1F�C TMJ �.G�U{�I.I,L� AIK rt,oW `� conditions 95 degrees F outside and 80 75 . 6 MCA Heating A1C(/I,�NU� �Ua✓ " yVl'� 'tN 4<50 +�l.f�}P�L Q degrees F db/67 degrees wb Sound - 20 SRN 42. . 6 MCA Cooling , '* '° '� +`'` •• Heating : 17 . 1 KW; 2 stage 208 V, 3 PH, 60 cycle ' W �5 AC-S Suppl ,• Fan : 4200 CFM @ . 40 incl) water Motor 3 HP - r � �I `-� 0 ext . static r 1 Cooling : 120 , 000 BTU/HR; EER 7 . 6 at AI.i z�3G r� /1 -F �'\\�) I�� conditions 95 degrees F outside and 80 97 . 0 MCA Heating degrees F db/67 degrees F wb Sound : 20 SRN 56 . 4 MCA Cooling Heating : 21 . 2 KW; 2 stage 208 V, 3 PH , 60 cycle � -ter IIII \ I ► I 1�l I I All 1 T I 1 1 1 z mam .j < ` - -- 19 W r wAT aNTJ I _c_ T 144 w7.8 - q�_ I - 9„� - 94 ,�• � < .I. . ��► ! A•T'fAGH, 12"0.6. /�. - - -t _� - - - -- -� _ . _ _ ._. �_t�;1'i ' -- -- _ SQL'/AN12.L�l� _ 14' 00 � . 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Ty1 4aN Ia- 6UN N96"4 Ag- wai Ni wr.rwW.w.+ti.-- ' Iltftil 1111111 111111, 111 I I IIIIIII 111 I 1 III {111 111 111 IIIIIII 1111111 111`111 1111111 11 1 111 111111 IIIIIII 111` 1 I I�1 1 ( I 1111111 IIIIIIIIIIIIt lI 11 1 111 11111( 1 Il l Ili VIII I _.__ F I I I I I 4 I � J I 6 7 Ii ! 1 �I I 1011 1J NO i'E• I THS M ICROF LMED _-- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QU.ALI1�' OF THE ORIGINAI g I Z Z 1 LZ , Z QZ Z Z 7.I� -ifr 7 81 9 9 ► C Z I I��• DRAW IW, I 1 I 1111111 1 11►IIIII 11� I1l1111111111I111111111 IIII.1111111111111111111111111111111111111111�1111111111.1 1 1111.111111111 II1111111 IIli�llll 1111 Ill III111111111111111,1111,111{ 11111{N111111111111111f1111„ �tllll 11{111111111111111111111111 IIII Ill 1111111111111111 ,1111111 . r ' MAY 17 11990