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10065 SW CASCADE AVENUE-6
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LAMINATE ARGy1TECTURAL V Q 3 A.F.F. ABOVE FINISH FLOOR LAV. LAVATORY A.W. ANYWAY L.P. LOW POINT ROOM NUMBER IDENTIFICATION I2 BITU. BITUMINOUS MAX. MAXIMUM BLK. BLOCK MTL. METAL DOOR NUMBER IDENr{FICATION CLG. CEILING MIN. MINIMUM a CONC. CONCRETE M.O. MASONRY OPENING SECTION CUT0 y __. _ CONT. CONTINUOUS N .1.C. NOT IN CONTRACT - rDAR', I L I O W TYPE O DN. DOWN NO. NUMBER - . NOTE: DIA. OR DIAMETER O.C. ON CENTS REQUIRED FRAMING. CONTRACTOR p R WOOD DESIGNATION USED ONLY AS INDICATION OF Q SHALL VERIFY WITH LOCAL BUILDING DEPARTMENT WHETHER STANDARD WOOD, � � ( �-�(� —�►��1 ' i ! DWG. DRAWING OPN'G OPENING FIREPROOFED WOOD, OR METAL FRAMING IS REQUIRED AT ANY PARTICULAR LOCATION. I I I j jL l d i�l f 'I + _' [411 occI E.F. EACH FACE PLAS.LAM. PLASTIC i.^MINATF i ' ►: �1 E.W. EACH WAY P11. PLATE EL. ELEVATION RAD. RADIUS -� R EXIST. EXISTING STL. STEEL EXP. EXPANSION SUSP.C'LG. SUSPENDED CEILIN'a F.P. FIREPROOF T.0.S. TOP OF STEEL FNI . FINISH(ED) TYP. TYPICAL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL_ AU TITLE SHEET 51 FOUNDATION PLAN AND DETAILS P1 PLUMBING PLANS AND DETAILS E1 ELECTRICAL NOTES AND SYMBOLS GA. GAUGE U.O.N. UNLESS OTHERWISE `10:ED C1 SITE PLAN 52 ROOF FRAMING PLAN AND DETAILS SPI SPR! KLER PLANS AND DETAILS E2 MAIN FLOOR, MEZZANINE, AND OFFICE LIGHTING PLANS C2 GRADING PLAN U1 UTILITIES SITE PLAN E3 MAIN FLOOR AND OFFICE POWER PLANS G.C. GENERAL CONTRACTOR V.A.T. VINYL ASBESTOS TILE Ll LANDSCAPE PLAN ml MECHANICAL FLOOR PLANS 6 SECTIONS E4 ELECTRICAL SCHEDULES AND RISER DIAGRAM A 1 FLOOR PLAN AND ROOF PLAN E5 COMPUTER SYS TEM DETAILS rrALV. GALVANIZED W/ WITH � A? f3U1L11/NG ELEVATIONS M2 MECHANICAL DETAILS ANn SCHEDULES E6 WIRING DIAGRAM & OUTLET LOCATIONS (FOR INFORMATION ONLY) DRAWN fVBY A3 BUILDING SECTIONS AND DETAILS GL. GLASS WD, WOOD A4 ENLARGED RECEIVING AREA PLAN AND DETAILS CHECKED BY A5 ENLARGED OFFICE AREA PLAN AND DETAILS H.*01. HOLLOW METAL REQ1D . REQUIRED ASA EXIT VESTIBULE DETAILS ��p - A6 WALL SECTIONS PIROJECT ND. ' H.P. HIGH POINT A7 ROOF SECTIONS AND DETAILS APPROVED FOR CONBTRUCTIOl�I 812 `�jw 1L114 3 71 CITY CSF TIDARD :O (i r 16 w DATE - - A8 SECTIONS � JT. JOINT A9 DOOR, ROOM FINISH, AND HARDWARE SCHEDULES PERMIT NO." 1� SITE ADDRE88 %� Imo' 4L?_481 A 10 DETAILS All CONTROL TOWER AND TUNNEL_ EXTENSION BY ___-TITLI; .__�_..a,,_�DATEa4/� / SHEET NUMBER F1 FIXTURE PLAN (FOR INFORMATION ONLY) GI INTERIOR CRA,P'H/CS AO Nam_....-.._ - - Dat HEE _ ea, warw,wTitle J A Lef ,: s .. _..m...a+o�. s I y - .�,,.• �:...� '— ''� `+tom i�i�i{i I{Ill {I i{ Ili{I I{Ili I I� III{ I �I{ Ile I Dili{I I{Ili{I I{III{I I { 1111 I{1I1 {1 11111 I I { III { 1 I { I1 1 1 { 11►{ 1 II NOTE: IF THIS MICROFILMED / 11111k 1 lot DP.AWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO _____ _ $ L l �' r THE (QUALITY OF Tif ORIGINAL £ Z SrZ L'Z Z 4Z Z�Z Z 1'z Z 81 [ LZ [ [ I [ � [ [ I [ i 6 8 L II9 DRAWING. "Ili 1111 II "'� �ili �I t,, ,�.iI�ii{l {{{ III'�. �) ��� { i{{I ,,11,11�!III,. I►,.• i{{{ i{�i �{ NE %air 9 Q � � w •o'19 I r� r:1 L4 n c l- /, • �,, • to aft, t i CASSIS . 7 4 E. 4 4 is . 9e ' = L, I i ,►• `� C.__ l y, WT. LOUIS, IMIs111101J1N a LIE �r �. � �l�--J��� �l��) ,�. � � ' �.' — ` •,o. -fir : �" [— R n F. f .., ( L_ i Nr t tr r• Y ,J N•. • V1 .... ....... .. . .. .. .. ... .. .. N m.. .. ., .. y� .. . .. l ... .. - ..... ... ... ....`7.. .. .... .. ,. �+ .� ..' .......- ... .....u..'-........i. .-...... ..•. to New I iryq Q I I • • 1 . ,. • '1 w q I� .• rrY•D I •1 t { I,�'1 I'1 I", 1 r 1• 7 .. %2 5 / 9 ter_:' 19 ' S ( V t 1rI z A � � � � � fI CU �� f G• «4 14 Z J Q 0 C O U. U V 0 �I 2Cr 1 1 d (L J I'L'I.L-DFPTH ASPHALT Q I z �� FLEXIBLE PAVEMENT (ALTERNATIVE) PAVED ASPHALTIC w • BASE *TONE BASE CONCRETE CCOURSEE SURFACING** LU AREASU U I v� Automobiles • U c I9 & Parking 411 611 2" 611 � I_ J 1 i CLO >� \5 Truck Lanes _ � & Parking 5" 811 2�" 9" • N Z O �.-. W G Notes: ut au Processed gravel or stone base (hard local trap rock) N on.A z H O *k Hot mix asphalt F- I Z All stone base courses, processed aggregate base or gravel V = T r I ! I v base, should be compacted to 100„ of Moditied Proctor a ;.as ME 't N _ Density (ASTM D-1557) . do V c1A EO J•uC rti%�TCt L S,'Of' (' Yom., I I�. y ,,�,�,r� REFEi2 'O �rr� 3'EG,'/On,� '�� PA.-Q,r•NG LOT L /C�'H� l YF. I �.. 0,v wr6, 7 4 /V ti RE'FEiQ TD ,'HT. (/1 =' E1 I 4 a A` n P T A T g0 BAMD 30 L//L D 11,V(:-7 CODE 9 7Q �• ` cry V OCCL,�Ati'CY B 2 r � I � � cONs.Ric-/ow T Y^E w9raftft-10Vco � C� FL 74--RE OEOi C A T/Oti' FO'Z .YALE S'�FEE" ViDEn/// 0 Bl�/L D//V G AREA -1595, 000 sc7. ter. o S i" f! A G "'" ,4 !/ / N cV ♦ C .a!> CO�♦/C �:.. tom' (� (rYoll ,4- 11,,vZ/M/7ED ; .RZ : J'EC% C T" c.•c ON C,4,:C,40E 64 o//v EQL'%SPED ,Y/T.'f 444, 7704144 771C . �► -4 �, O �.�P /ti rL c 4 6r YJ'TEM Z/ .5DiNG ENT/RELY JURROL/NOcrL� BY Ru�LiC 70 C,"14 CE S AQEETS, O/1 YAIV A01f VO ' 4e';17 fiAN � Coo F, :n✓ A11140 All, o / T REFER TO 4.41VDSC.90/N� PLAti L -1Z. r E �'f i J I • ,. PLAN Tf , lc�4 ANT L/J•.'� , E 7C• 4R44 = 25. 000 0' OCCL/PANT LOAD 650 14J s OPiEA 7 sQGfA• _ 3 9 9 O 9 D ,p r ,- 9 9 «4 G A� d' • "`.ter .�� ESS w E X / 6• D; G- ED E Q i rAO�P 0 V140 E,,.7 LL p r� 9 J=o DRAWN BY G 4P C7 L: O 7- AREA 4. 5eg ACRES CHECKED-BY 10.4 R K /^, C7 SPACES eE4� RED — ,L•�"a' ��� PROJECT NO. �- / �'AR� /N� J`/itl1ACES �/�i0/�/OED � � v5 �,nc/c.ae.r � h4•�4'•'co�,,ne�'� ����' ' DATE ALL =,4R,</NG 9 = O ". [��/LESS _¢ .���1 A V" ,eD OT/-lElt'rY/J'E. -rANO/CA�i'�EO S';'�ACES ASE I ®MEET NUMBER - i,ARK/^/G 5-140.4CES TO .6E 11/,4h'/CE40 Off/ 1'0i4l/EME";�/�' ✓�� /per/ti _1d G7 •O d 4/BG ,a .S TR /1�E S• Q Etc,R „C 6j'/:, ' A i 0 7'.4/G.S. No. Rovislons 100te Title 5 / T' E IgoL ut .4 N of .. �°Y♦ w.`LLWII�Y� Y' 1. �. �w,r+ _ _- �.rrkw..W.,.�. -�!�...:3.... ,.�i.� 1 - �.. .. - `��..r,.,'�. .,,.- r.��_,, I III X41 141 141 141 141 141 1 1 141 141 141 •r' I III III III I�1 141 141 141 I �I 141 I�i 1I1 I 1 141 III SII I 1 111 I �I III I ' i 'I I 411[1[1 I i�Jw III 4J41 LI il� �Illillllll III III ILII � , ,,• . .. --'-_-••----��. �_ �+►, • NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO �ii� �i�i,lii�i ii��liii� iiiilii�i ii�il�i�i Ziiiilii4ii Ziiiiliiii Zii�il�iii Ziiiil���i Ziii�li�►I� Ziiii(ii i Ziuilii8ii 1�I1�.l�I11lFIfA�li., I,�riL< t�ii�l�i�� ti�i�l�i�YiI�i►.iiil�4� [ I 1 �iilii 4i�l� I I i �I 8 ii < t<-�<--i-lI- THE QUAL IT'i OF THE ORIGINAL Z Z DRAW ING. J4���44414444iI - 1 ii14111 G— i/�g +1' 1\TE � 1990 .I I NEW 1 T,`V` 'P CASSIS /97 1 ' r NOTE: 75 SOIL. BORING': FOR THIS PROJECT- WERE TAKEN SOUTH OF THE ACTUAL BUILDING LOCATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE SER- 3 \ i VICES OF A REGISTERED OREGON SOILS ENGINEER, DURING THE SOILS RELATED CON- STRUCTION OPERATIONS , TO DETERMINE IF THE ORIGINAL SUBSURFACE INVESTIGATION, DATED APRIL 1981 , PERFURMED BY STS ENGINEERS ST. LOUIS , MISSOURI , IS REPRE- 89.00 SENTATIVE OF THE CONDITIONS ENCOUNTERED AT THE NEW CONSTRUCTION LOCATION. I ANY DESCREPANCIES OR INCONSISTANCIES WITH THE ORIGINAL RECOMMENDATIONS SHALL. rJI I ( BE REPORTED TO CASSIS CORPORATION FOR DESIGN CHANGE CONSIDERATIONS. COST OF ` I i84 THIS SOILS CONSULTATION SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. LEGAL LAND DESCRIPTION PARCEL 2 i�p FOR: PORTLAND CHAIN PROPERTY , SW Scholls Ferry Road and SW Cascade T a Y c5 �/ � &-J tS T�/e Blvd. , Washington County , Oregon This Legal Land Description is based on a Jerry S. Maris , PLS , Land _ ^ Survey performed in July 1979 and is intended to describe Parcel 2, \` \ being the South 4.58 acres; more or less ; of the remaining tract of land owned by Portland Chain Manufacturing Company after the following 1 1 exceptions of record. w '1 1. Excepting Therefrom that portion conveyed to Ralph G. Coan and I w -✓ — \ I W Jerome S. Bischoff by Warranty Deed recorded October 24, 1966 11 z J in Book 619, Page 334, Washington County Records . ( �, `;�ovEA'ivSd�lEwT stc?�o.V Co�e.vER .�6� So' I ' 2. Also Excepting Therefrom that portion acquired by the State of u- v COV 7'QACTD� � _ Oregon, by and through its State Highway Comni-Sion, is contained __L w k X in Decree of Condemnation entered November 3, 1966 in suit 27- 735 ♦ Lo o 94`;QEfORE .�iJTvR•9i.v�j� \ / _ \y 194 / in the Circuit Court for Washington �ounty. Book 147, Page 83 thru Z , ct 3. Also Excepting Therefrom any portion of said land described in0 Q V dedication deed to the public for road purposes recorded N°v. 15, Irk 0 F' 1968 in Book 724, Page 125, Washington County Records . mi 0 Any change, addition or deletion of any part of this description will void any responsibility, express or implied, that JSM ray have y cn I I 1-W 7y \ _ --- regarding subject property. \ - Situate in the Southeast Quarter 27, Southwest Quarter Section 26, Northwest Quarter Section 35 and the Northeast Quarter Section 34 /,7 I I Township 1 South , Range 1 Test, Willamette Meridian, WashingtUn \ _ _ - _ - - — I ' County , Oregon and bounded on the wes t by the Southern Pic i f i c Ra i l- , M- r r d road on the northwest by SW Scholls Ferry Road on the north and east _ - I ,' by SW Cascade Blvd. : 1 \(� rr � r ;\� Beginning it an iron rod with JSM cap Set at the intersection of �•� ly 7 \' 1 ' \ \ r "a eas terI y ri gh t-of-way of the Southern Pac i f i c Ra i 1 road and th4 �JOr•th l ine of said Section 34, N 890 52' 50"W 22.1 .80' frorr: a stone �' } Wonument found at the Northeast Corner of said Section 34, and I ( \ - � - ~i��• - - ---�• , � � -- _---'_ \ running thence ° 30 �I on the Easterly 50 ft. right-of-way `I - , ran � ng . ence N 13 15 y i 1L \ I - 616 � , 1 V line of ;aid Railroad 180. 52' to an iron rod with JSM cap set; thence N 100 54 ' E 446 .98' to an iron rod with JSM cap set on the Westerly O right-of-way of SW Cas ca,e Blvd. being 50 ft. from the Westerly ri ' t-of-way of Highway 217; thence S 190 55' 25"E along the Westerly /67 II III Si rin, ,.-of-way of SW Cascade Blvd. , 50 ft. from and parallel to the Westerly right-of-way of Highway 217, as monumented 144. 50 ft. to an iron rod with JSM cap set opposite an iron rod with State Highway cap found at SH 331+00 ( 110)/JSM 331+00. 11 ( 110) : thence S 160 06' 40",6 86.37 rt. to an iron rod with JSM cap set opposite an iron rod with State Highway cap found at SH 331+88. 14 P.S. ( loll)/JSM 331+88. 14 P. S. ( 110) : thence on spiral curve (Chord bears S 16 50' 40"E 234.68 ft. ) 234.69 ft. to -)n iron rod with JSM cap set at the Southeast Corner of said Portland Chain property: thence S 70o 44' 30"W, leaving said Cascade Blvd. , 409.03 ft. to an iron rod with JSM cap set on the easterly 75 ft. from center line right-of-way of the Southern Pacific 14 �� I \ \ _ _ II Railroad: thence N 190 15' 30"W on said right-of-way 277. 12 ft. to Q ` ( � • ` \ \ Ti an iron rod with JSM cap set on the afore said North line of Section Wi Q, / "Tr 34: thence N 890 52' 50"W on said line 26. 50 ft. to the beginning; I w \ \ I containing 4.58 acres ; more or less . / /Co 9. 2' 46 CM11 .\\ 7� / 7Q i 7Q 71 I I i . 1 7� 42 C,41P I /Bq -- / F__AS_ t /83 7 Seo CMS' �, C /'7/ 5 , 48'" C'MP 4 •.},, ._..�► on BY E..ASE MEN T CHECKED BY 40 PROJECT PJM /S ' C-R DE LzJ i Dl�►TE 48 e►'/,>E � �4 ' l�EE�� ,�\ _ /85 /✓fvl/ f/N/.1"h�fD ��P.40E � /E / �o �� 48' C/yP Ar e ID i-tc— 41 SHEET NUMBER S1 E Ca-RADING, PLJk_ EC E!%4 ;'"�Dit/ ' I" _ gyp '• O'� PVo. 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' w � � �IDt�E-C�I��f�J.,� ��i'�IG Mau I?W.�T(P, � F ---�__��� t, , \• w-' • , .t. �•,� • �- a _._ ._ ' . •riu . ...r M - ry i• 1 Ir ALL �LOpF�i ,! i .r.. , � ►. .r C oM�/aCTo/�-- -�.��, In t �t CovC. N FW. ,T(p a M. CIL , _ - • 1 , r rI 'rl..�� r .ZD �• � ; ,,2� +SIM. 34 Wr n , • to 9. 25 ' 217 " •i" /2' 25' /9 ' Z4' .3a"- 24' 9' 113MR '- Ir B U 8 f G c 4 Q M. _ t-—- I V J CUD - LAWN IRRIGATION SPECIFICATIONS N440A 1 . PROVIDE LAWN IRRIGATION SYSTEM CONSISTING OF SPRINKLER HEADS, 5. PIPING SHALL dE SCHEDULE 40 PVC WITH SOLVENT CEMENTED JOINTS ? NJ BACKFLOW PREVENTION, AUTOMATIC CONTROL VALVES, TIMER, AND RELATED AND/OR POLYETHYLENE. SYSTEM SHALL BE INSTALLED TO PERMIT DRAINING. TOYS 1R1 uS STORE � PIPING AND ACCESSORIES FOR THE YARD AREAS INDICATED ON THE DRAWINGS < „� AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND REGULATIONS. 6. THE IRRIGATION SYSTEM SHALL BE ZONED AS REQUIRED TO PROVIDE THE O I MOST ECONOMICAL LAYOUT AND PIPE SIZING. IF THE WATER SUPPLIES ARE Z 2. SPRINKLER HEADS, CONTROL VALVES, AND RELATED ACCESSORIES SHALL BE TAKEN OFF THE BUILDING DOMESTIC WATER SYSTEM, THE SYSTEM SHALL BE I AS MANUFACTURED TORRO OR EQUIVALENT APPROVED BY THE OWNER'S DESIGNED AND ZONED TO BE COMPATIBLE WITH THE DOMESTIC WATER METER Lu REPRESENTATIVE. INSTALLATION SHALL BE AS DESIGNED AND RECOMMENDED SIZE AND THE BUILDING WATER SUPPLY LINE SIZE WITH THE CONCURANT BY THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE AND SHALL BE PER- USE OF THE BUILDING PLUM31NG FIXTURES AND AT LEAST t3N LAWN IR- -r FORMED BY A COMPANY SPECIALIZING AND EXPERIENCED IN THIS TYPE JF RIGATION ZONE. w U (� WORK. �� U �[ ► ! �irM, h �,` ' 7. CONTRACTOR SHALL PROVIDE DETAILED LAYOUT AND SHOP DRAWINGS FOR z �. WATER SUPPLIES MAY 3E TAKEN FROM THE BUILDING'S DOM;:STIC WATER APPROVAL BY THE LOCAL BUILDING OFFICIALS AND THE ENGINEER. i SYSTEM UNLESS SEPARATE METERING IS REQUIRED BY LOCAL CODES OR O U 9 vy = w REGULATIONS. IF SLPARATE METERING IS REQUIRED, OR SELECTED AS 8. CONTRACTOR SHALL PROVIDE 6" HIGH HEAVY (1/8" THICK) STEEL OR �� U I AN OPTION, CONTRACTOR SHALL PROVIDE ALL WORK AND PAY ALL ONE- PLASTIC LAWN EDGING FORMED INTO A 18" DIAMETER CIRCLE AROUND Z W O I � TIME FEES AND CHARGES ASSOCIATED WITH THE IRRIGATION SYSTEM WATER EACH LAWN SPRINKLER HEAD. LAWN EDGING SHALL BE SECURELY ANCHORED w • SUPPLY SERVICE. AND ARRANGED TO PREVENT INTERFERENCE BETWEEN GROUND COVER ANO SPRINKL- Q Q U ER HEAD. V 4. SPRINKLER HEADS SHALL BE TORRO SERIES 570 POP-UP SPRAY HEADS OR T APPROVED 'EQUIVALENT SELECTED FOR THE FLOW AND PATTERN REQU' RED TO J Z ~ I I PROVIOE 'COMP_LETE, OVERLAPPING COVERAGE OF THE AREAS TO BE IRRIGATED. U _;ri S ME y'ErC ZV I �i a 7rrrvr iSr r . M. •C O;vc Wh'Et=L STOP (7'YP.,� � � �•M V • f'A/rt/TEp REFER TO TY/0 sEGT/Oti _ ON y� CIL. (T y�iC`�G) ��xjrlur>�r� C.ON(, G�;r�F� TY� Lk - Q 3 p YP 1 ' rr V --r --- -I -- -- --"�`--- Ik r 1 I �_ C y 5 9 2 5 5 P. YR I i Qx ' sc7tj M. 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HEX NUTS ~ �. �eAL,Y,�"T I Ra'�CB I�/11yCa I I J C� i PEl2_ 13 EF- `n TG�a- ' i CONC. LINTrsI. Sl1�PE-- (2" ANOPY TO NINUE 517E. '�, ._ - .• ��.. �•? 111 OF DOU2. 4 :2WVIUE, D17AINACne HOLE I '�RaJGK PAMP l'r_ A5 2EQUI¢.EP D • • Cr IXfU1Z� f3Y T2U INSTALLEL ----L- :_- - / MOUNT NTS n [�r o N 4 �5L_Aa C0NN►VU6 ffON UE-TA► '. MAS, 60+4P 5r1. -r( 4.4 S 'yGALE y2 Q / 12' Wo. Fh�,4��--x-51 C�+c. L114YGL ` SECTIO CAULK - -- - A ��GI�/�I� �Rf✓A ;GUG ToNI C Fes- PICK-�1(� 51 0� NOTE ,, 1-p" 7=0" O�LAIZ I' D' _. _ ✓� _ FINISH6FGANOPY 4 A44E4-)t)021EP) To SE ENAMEL WHITE ' - C;A N a Dl� 7E A I L_ 64ALE: -2�,4y= 1�o» c_-.T -� a� CONT,`�I JOUR — EF` � I I MDUN'Ti NV ANJL--F- 4 . DOOR SEAL- N.IG• I I I I NOTES : 1 RE: STR O1, ��, NU N Regarding the truck ramp : MA`:ONEY WA U- concrete or paving il� truck rami, contractor shall I I 4 Before installing .oncr. _te and/ N I C f consult with TRU Ger ' 1 Manager and obtain his written anti visual approval y I ► A I � concerning the slope' of the ramp. In ac:dition , if necessary , a truck � r V- I� N' TE shall be brought to the site to determine the proper angle of the ramp I I �.ur >=0¢ ,/ in relation to the finished floor of the building , door seal. , etc. , r z�-J Awuokx placed in the ramp and field checked to insure that the finished rump �0', M.D,1 I - U Ek'Ei2E^JCF ( 11 NG' i I will allow for the truck to adequately seal the door and the floor of 4ANUP1' 0V I_;I I 4' - * a.d _ WALL L L I � F �k�?�7b2 �D!i�ZS I the truck level with the floor of the building. SI:E D AIL I The contractor shall be responsible for and bear the came of any necessary 7H ±-P 15 �T modifications to the' ramp if the atove procedure is not adho red to fully. INE /�F JVALL i��'Fw . � _ LU — U �}�--- r: O Ilk, jjnj �Jd = w -YPILAL CASSIS ?'YPie-AL KAA470NIZY ---- .' OWC O 7L,),—,L E' JMPEt2 ( DIS-Ai,� AF1c-HGes 1=0 sun•A Office D� D eel �-z ,F�rY AN43LE FuP-N:SHFP l Sun*1W d V f3Y �l N E R. I N5•TALLIiv 13Y G G, _ �"� �T St loin. 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CO F' C COivG PiE�' , F 7G F/LLEA SOt/D i .rrEin."e• .w,!n, �6 = , . _ I �/ � a � 2 F �� �� I � � { / / I / ,. � � v/At•-fO�tiD BEYOti'O _ r` „ �� # L�_ - ___..1- I_ r- t- -- _ — - - ___ (A7) --- - .- ©�. T. c `kms - - ` X X T . C/V T l�V.4[[ F G x �f 3 " CDL"' TF _ CIO 71 �NJ C ' [] Y �J .S � CT �/�,/ 64 C C A � � G 2 4'- /p" 7 _ / 9 O /O�7" 23 5" - .�3 _ 1 j 5 - 2 4- /O" .I / =4" p^/ �l9 w Dp/�►V41�1 Ir�1I -- - - A Ad CHECKED By I 112 ' /O f FO �T/N SC H�40 L-L� _ - --- - --. ---- -- - --_.. I Fre- MARK - RTC . S/�IF lcTC3• R6/N� r 1 �/G'T /2'x /2'' CowC. _ COL. F407"i/v6► --G '" GR�INLJL.4i! (9 5 7 '' y /O /� ,�� G r / 'o` _°J E. `v P/ER <rY�� BASE DATt Its- 01 FS 1 7 =G ► 7 ' A / - 7 '•- 4, 41 _r >E�IEET NUMBiI� r ,4 T/O�/ IIIAN F� e k �� ry - E.w `- ------ ri D ,E �'A L c�uniD - --- ----- --- ---- --- - - - I - c Oiv r ev g t s F rer �� - -------t-�:G;_ Y Lp—� ::K�•rn, ��" "� .�' fv � I " t C"�u'//1N F7<S. 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Ijl III Ill ) 11 II ' ) Il III � III 1 � 151 � ----- - -1 - - • 1F THIS MICROFILMED 1 NOTE. ---------1-------- -- --�_____ -- DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g y tL LZ 9Z 4Z Z Z Z IL I Z 8T f Z Li DRAWING. � I I 1111 IIIlIII�IIIII,; r�,ll 1111111,1 Illlfllll Illlfl 111�II li�lllll 111111111 i,lllllll�Ill�►�Ili IIIIII�IIIIIIIf,Iu IIIIfIIII IIII�IIII�IIII{1111 IIII�IIIIJ1111IIlIII11IfJ!1 I!Ii�11 1111 �1�I1111111111111111111111111111�1ii11�111111ii�11�1i� 1111111u1111111111111111u11111u111 � • JUNE 199 - r« ✓O,5r5 cD V ! 49 Z , G ,i - - -_ •� I I � � dT6E �i. ti . , Z E A A � O.yl/AMI&S )0,l j .2 6R ` 6//& TYP. CO L MN VQ Or I 1 1 1 1 I �\ { TY" Fo'e WF 3/4" z r- CAP , 1V ,• � " "1 \.BAS'E Af � 1 8.•�ScE 2� 6 X"'E/�O 60 T TC M CHORDS�-TO•�• EL. //4 - // At.L JO/ST A7' COLUMN CAST % - y, if r., W464.0 TO COLUMN PR I� .. 1 (y mit \ry � //4"GE vE•L,n,Cr ,'�. �• k` /G HG S 1'c. J�' I O �, I 8T. LLOLMS, MIypLNM U �V TOP GF FODT/N6 A 4 R O u + c� a/ �� +t • ! OR Pi self 7. DC7Jk-.�a __ _. _—_ —.__ _,J �� \_--� 3 ON 2 .4 r S.i,� r� EIvO � __ —�- _ — - _ '0 5. //.� / '2 TYP/FAL DETAIL Ar W 2 Ia w► co x �� x = i 01117n-Is, a ocTeo rV,'Z ,v DY''4 x./G / W/2 x /G rV/"n .` ' t�� _.'-_ � � G`' -- -a� -_.____ , ip � ,� �• ^ I ,r' Ill *' ; SEA/ ' ! SPL /CE 'OGETN6.Q h G N r YP/CAL ,DE TA AT I ti - i COLUMN $�S� 9 k r k N e-AM /•VEBC�E I � N PlY 04 W&6 \ \ N `N OR FL A n/¢E 4R 6ocTEep) 04' IQ _' � IN I ti V -- ------ --- P �, J' IN EO EAT G NTiRE 6oTTOM ! Cv cv k I � L N ADO 20H U ✓ST ��\1 T Y�/CAS. CON,1/ECT/DN S e ,� i0 • ¢ .•. � - - - ---- JalST a GULUMNS G; I (;q, /VO 5CAL E E G�- - - -- -- C/ _ B, ... 0 I `VI- Jo/A rJ w/tolC f 044Wwo � � It 40V V. � w .— r. ,QooF Tn� vwi. o .tMgoFwJ f •w'Er.�[ r�P� o z T r'- rVA.V,0.MA/L �$LiF✓t ANCNC,! ��� •' W /N JLAO0 �I 44 F -� wlz jA z - - h ----- -- _- -- 3 - ' - v /Ca H�o ST�iL �'1 �h •r -=-r- • +�I �I U U 000024 H// STEEL. JO/STS — �; � .0 i �. , � = W r JO/STSG /'rpC� ; GpG '- /" * O•C. .ao/srsCeo'-/,,,o, Lu o n) At f --- - - -- cy I G�r ,r r•,' �, I G�� -, Gh M �, .Vt� G3 o , , �.y v ,I Q Or Q -i-- - -- / - - -r— - ----•---_ - _-- - e - - _ _ —* ------- ✓- �[Ilr / h _..— _ gal �Y � Q( �j � ' (n U p -�-- ---- - -I-- - - - Jz p 0 0 4 - e Co -ovo. O A FN i I ! I •d I ~ I h I - B CONG• FryQ. 11M. V �l BR Der (TYA) coo ;o/a• 3 l9 r. OP V 1 --- - I - --I - -- 1- -- - - - -. ___ _ �, (71 ov . I I I -o _, _ ---- c ON A t -- - ---- - /� - • ,•Q OOF 1�E[',C '• � -_-�— -- Q ��� ADO .�4 N// ✓fT '�}. ,.' : ,ti /UO iTLc" . 71 1^ , ' N bOF ✓�/ST,; . -. -- - Ta NOTES ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALLED WITH- IN OFFICE AREA WHERE HUNG CEILING IS APPLIED. A.O. SMITH ELJ-20, 20 GAL. ELECTRIC WATER HEATER, N _ j 120 V. , 1 .5 KW (FURNISHED WITH WATER HEATER SHELF r 3 - _ _ MOUNTED AT 51-011 ABOVE FINISH FLOOR) . t _RE: CEIVIN ARE,q ELEC, EQUIP RM. it 1 4 ,a 3 3/4" VACUUM RELIEF VALVE. J2 '1,1/N ,. 4 TEMPERATURE/PRESSURE RELIEF VALVE WITH NO TRAP It %*L S BEET LF.,QD FLq$HINC� I 1'� IN RELIEF LINE. q�N� -7'IPUCH O0 CfS L-, �� I `'T `1'\) �/q BUILT UP RGGF/.'YG l r 1 �� P FROM STACK AT 1/4 PER 1 FT. 041N. AND /2 � � _ z � SLOE " n k--- �//SUTAr�ON TYPICAL) � D . A/,Q ..HoMASk 2 HN TAL DECK - - T)'FICAL L I ^ iZ �E CASSIS G (, , OFFSET 4" 0 'DENT AT' ROOF TO MISS BAR J01 ST. � I� I� � Y 4 VENT R�SE�E' I�� Ly � i q V. T. ,e ST. LOUIS, MMMSOUEa1 7 T/GrNT TU i u ROUT& /N.5/40,EFAC6 OF A/AL[ 144 SpAck �I 1 �4 TO 3Y4 ' 'OPEN 4//D, 1� J%2 ro "E AL C vE N r Fl PE DE CK I y VEN7 TER/—I/NAL ,2 \ NO SCALL 1 I -2�� 4� -FLOOR NAL L CLEANG(JT � cL�Nour I I > I I I I/Z 4 I (I { 4 r- TG/LE�7 ,PEG, �-; 4 ill S&R. 1 -J 4 Q � SEE DETA/L Tri/S SN . 4 w R.F. / ILA - - i Q J , -- I WG 1/jai, y � t .rte r .-A i �� "4 ,. JA NI TOR r_- FLOOR LINE - _ - V t 31 4„ J I y - � � ` i 1 o a 0: TRA//14 I `j 1 Roo M z , SEC u R T'� /GS I OFFICE �� w /4 _ - z f-? G /=/)O/N� Dl q G �A M H a o �i O u /uO SCA4.E Z = Lu C / 11 LLJIV CH W o Water Cooler Models OF:MI/OP$h4 r2 I VC P,[ S I : P NRNIaHEFD gY PLumi5 NG COIJTRAc rox ' ROCK o' Q p z H . . DIMENSIONAL DRAWING C'G4 z.//TN GATE VALVE ;''R/,'VKLEIP RISER I ROUGHING-IN DRAwwG roa✓iv To !/EJVO/NC 1 FO— `I ALL wEMawa ARE N Alc„ES `14 CH/N ES � !-l0 5 E ORIENSN)NS IN hMENT,f513(1 A01 M 1ELWErERSA J- -"" r T A? I I I . 3t�► a �. JO�•9 E r,TI W.q r_. , 4 3 3s• TER S1LITLOCAr - 31 -wwr �t - TAM PA,�j`•Ii NPT Ill sit MATER PIK. i OR PAMOTE OUTLET �- 1]t�l WA it TO MON �� / F I l j t• POT (y3M)71 Y M —A]tl lKt1� ui N 2 "'". T— OF WLTN L)k /� l ,. AREA /t/ A I Y COOLER SEE ENLARGED PLAN FOR I r01 1 '�� " ,I — - ca~" ,DET. 1LS 7-0.5 .A/QEA _ " ` 01 �MMTER O11r1'Lr 8 �• r /rE 40 -- :: ..... ars w + CE 10#11 "t 'E� - -_ - - e) HOSE 8188 (HB-I) - JOSAM MODEL 71550 WITH T-HANDLE. VACUUM A 1S 1L - BREAKER ON NOZZLE WALL CLAMP AND UNION ELBOW (WHERENEW � ENTRAN CE 1'T�I "T�1 a !i: iT'"`�"`::� ��" oaN It REQUIRED) . SELECT PROPER TYPE FOR RESPECTIVE WALL THICK- NO , VE..S T/a !Tla � VAIL,ME 0 ISA ► uA�1 1I �+--ut�r- NESS. O L1L E + --- f ---- ------� MI M 11 H0q oil MAL FOR OKI.PLUG �� �13t�1 [LECTRICAL uTirtr sa1I Ij _ __ � -- ellcrwcAL SERrKY, NA ' MACO 0050 OR law j 1 --- I:�1 I TOGA KL UT0.nr ICOR COVER h n ENT/e.ANC-E l i II �tMS►to�lll. 1. �rECL PTY OW-C-5aT11a,AL L lE1�oR lrs ELECTRICAL RECEPTACLE _ _Lru 04064-4, PUM LOIS Ali oAmm"Arslro°K V Q FUNS9*0 ANO OfSTALL10 O'IDTNENS M n / /� � / NOr[S. Q, a- l /iq/N l_L_ C O R !� L �'1 I V N I "L�=_. /14 EPOKIftlaIcUK 0 TOP w.vE 0 +nn wPPLr rwE Nor PUREwaNEo TTI N —----- SCALE - SEE SH 77 Ul � � / UATI /v W L [J`/`I C, l l \✓ GG G-lX T L/�R E S C H ED(_l L L 2" z„ FOR CONT N O I ` S f�l`'IB O L A C38 R � VIA TTl0'NJ ' L EC- END _ _ _ . � /xTURE /`figNU/`=�ICTU,eER F-LOOR REC.EPTG�' gCCFSSoRiEs "ARK •5ERi6S /V O. 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UC'v2 N-IEa.'rEc2, 2 l I — ^� .480V , 3�5 �' � ICw, � � 48OV. - D002 HEATEF-'*3 � � _OFFICE POWER �='l_._._�.I�1 _ 480V , 30 9, 5 'Cw OTNEt25 TYP, FOtz 4) , PFZOVIDE 2rtIZ FRCt,/t OPERATOR: UNJIT SCALE '-I SI'= 1�-OiI �B' S spa TOYS (2 VS / I TO I-G�GA.TICN�J OF DOOR MATS �a jr) 4*la IP?- / AOR GIRAFFE S,CsG�+'SI SEEI'`nAh+SAD ✓ _ ,If3 2 G►J F0S1MOUtJ'rEC� F=P-OM OPE�ATQI? UNIT TO 0002 .AcTU/�.T02. T ELEVAZ-IQr.I'� HIS SHT UNDEP- c_wJOPY, vERIFY SEE SHT AbA TO FoIR SYSTEMS L^w VOL-TACE �tiIRIr�IU , , TYR FOR, -7 ExAc.T "ocAT10tJ AND ,AL-L- c_0,,0IZDItJATE EL&-_ l CCN►.IECT AS DIREC.TED P`r` POOiZ 1►JSTA.L.LE-Q 2EQ"'rS vv/SIGNJ Lo►JTRA,CTu2, INJ THIS AP_EA VEFZIFY ALL 2.EQ' MTS ANC COtJN'S WITH FINAL CONNJ. 5Y ELC., AUTO, DOOf_ SYSTEM FaR 4 DOORS DRAWN BY MAI � I C I I � ( 1 V I� L.._Q O P, P I---A' ,d CHECKED BY EJECT NO. �I 2� I V'�k1Fl �OCATI(JNS ANf,\ ExAC'- N1EC.HAtJIcAL. DATE EGr`l�'IPMF t�lT W'ITN 4/20181 2, � DGOR HEATS RS , UNIT HE_A%,TEes FzopF -roP uN.JiT--, AIJD E-AHA U ST SHEET NUMBER Fa./J Pi2_OVICE= 3Y No.C. 3 JCEA.L_EC C-C h1 DU IT ILJ IrRAP1-41Lc-', ( EA5T ) V./AI_L_ TG BE Af2f21ED '70 50K VIC)UIJTED ABOVE. I-I►JTEL GEA--.M No. ~� Revisions Date I shoot Titk-- E L_F C'T � I CA,I,_ POW E Fz PL A�I of z 12\ TICK R ,117gOo,N,r,r�c,w 1,r+/I.. w v .... 4. r _._,,ytflh, .k , Or IIt III III iIII illIIIIi I III I I III III III r l 111 III III II 1II IIIIIJill 1II1II Ill I III III Ill I I Ill Ill I}III I I I I I I �I III tj� III f�J}I I I�i I }I 1I1} I � I I}I I}I I �IIt I i I I 11111 ! II ..�.� � E �� If� �b il � � Iii � • NOTE. IF THIS MICROFILMED i G i 4 5 DRAWING IS LESS CLEAR THAN DRAWING.THIS NOTICE, IT IS DUE TO IIOII IIlllBt ZHllllill ZIIIIIIIII IIlI l II}I�SIIIIIII(} lL}}}Ill�}}I}9}Illll}I9lls}lllll ►llllilllllEll- lllllillZl}}}i}I}}I►t}}}�},til�. } }� 1311 II IIIIIIIIIITHE QUALITY OF THE ORIGINLZ I1lll}}Iilll } ll}I }i-AL EIllJUNE 990 ,.. _ � �Ic yJF l 11 IC -I k._ t-- hM, . .h h[ r�_ -�(��> I SAL. -. t_7 L, �--- 1 ► � ._..-�_ i _ l c ---`1'� I k~ � --� �.__`� ►�_- +--' ----- - ' - + ,� r fi Jc�,rt' .NEIe 4 12Tt )�, - G.zTI k_'.TL 1 -r. t' �. i IAV tit _ Ic. t 1 ti / ---t-1 i-� Fw n I '` I G f� I'i ) r __ t -_ , _ - ;-~- - - --• -' �. f �swE._t T� f�E "'' I ��.J �� 'c ' ���•-�.. 2r= c• Gi-: +� n-� � �G - I �,oNTA�Tvr 1 .. bu} , - I ( H.J- HE he 1� /1-1�, I N U �- - I I I ry r ailf _ � �- _ 215 E F•Z I _ I N ATE CASSIS a . �_ ,�-\ \i - I ATF--S 4 IAC J2AM� I �\ F r` NCS i �'£S �4 �G)(K_ • CN ST. 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III 1111111 III III IIIII 1 NOTE: I F THIS MICROFILMED 1 4 5 '�7J I 1 _ DRAWING IS LESS CLEAR THAN -�- THIS NOTICE, IT IS DUE TO _. - --- --- - --- -- THE QUALITY OF THE ORIGINAL OS 6Z Z LZ Z 4Z Z Z Z [L Z 8[ T L[ 9[ I [ [ I II [ 8 6 L 8 4 ► S L DRAWING. , , 1. . ,.,1, I I►►I I� I Milli 11111111111111 J�111111111111111111111111111111111111111111�111 I 111 1111 111 1111 Il1111111 illilllll 1111{illi llllll,ll 111111111 111111111111111111 Illlllill lllllllll 111111111 Illllllu Illllillltt, tJ,ll 11111111111((Ilul 111111 H II lli 1111111111 III1111111111111111 II 4 JUNE 19 9 d _ r . r. TLS "I �F•VHC_�J� LAL �£ajlJiVM�:NT i�C)AIdJ..._� IN COMPUTER SYSTEM NOTES - � .•f -�a SYSZ'C-.J`��1 -�h1F-'l_I�IE.4� 1 . VERIFY EXACT LOCATION OF COMPUTER WITH OWNER'S REPRESENTATIVE ---- ----� 2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT- FOR COMF'UTER CASSIS x 4 UVLT ` SYSTEM. CABLE AND FINAL CONNECTION SHALL BE MADE BY TENANT'S CONTRAtI'TOR . - C�>M1F�1_1TGFC_ ' ST. LOUIS MMSOUMI "T ��,s1r� 'Tr-111v1 4 i-�.y l ivx-I_ TEeI�NI -( l�f�. l 3. GROUNDING OF CASH REGISTER AND COMPUTER RECEPTACLES CANNOT BF TO T}-f J b u �Lc 45 __ CONDUIT . ELECTRICAL CONTRACTOR SHALL ADD E=XTRA GROUND WIRE FOR A SEP- ARATE CONNECTION TO MAIN SERVICE GROUND . THE D.C . RESISTANCE BETWEE'. a- �, >GT w�Tll_ HUL_CJfCI� "c:GL i1 °j I�i ,� , ,f A.C . NEUTRAL (WHITE WIRE) AND A .C . GROUND (GREEN WIRE) MUST NOT EXCEED Imo/ `A'ELJ (z N;--' F ���-�c.� -T-ILr� IN F rC,f_1 E T• ,�E SSC�LA"1'cD .',NL'. 1�t��vt_.1c25 OHMS AND PREFERABLY SHOULD BE 5 OHMS OR LESS AT THE RECEPTACLE TO WHICH L .1-4 wlTrl THE NCR 280 IS CON'4ECTED. �` G �Ut F 'T' '�`r! -':�� ""'''''N�% '� "'•=-{ T�- -rr►-"' ��" I�)� 4. COMPUTER CABLE SHALL BE FURNISHED BY OWNER . a a - Irk SPECIFICATION FOR UNDERFLOOR DISTRIBUTION SYSTEM_ 1 . FURNISH AND INSTALL AS SHOWN ON PLANS AN UNDERFLOOR DUCT SYSTEM AS NIAN- ' w U.,C..r �=r�•wc. �--:n. Iii, )�=� UFACTURED BY WALKER/PARKERSBU RG . FURNISH AND INSTALL THE NECESSARY %�I Fes_ T[> (+1 T�L._� ►-! '""�*�C�-- v r +- '�Nr- L JUNCTION BOXES, COUPLINGS, SUPPORTS, ADAPTERS, ETC . , TO FORM A COMPLI OtvTL J7L_F T IN TC�Iw�r` I ASSEMBLY MADE WATERTIGHT WITH SEALING COMPOUND. b;.4 C.l_ T'<) rC.>tJN'T"F 1c_ T1~_l_� C�UT'L-.FTS I'• T�, r ���.. 2. DUCTS, SERVICE FITTINGS AND JUNCTION BOXES SHALL BE MANUFACTURED FROG.' ATL k-- LA_ AT r-��J•��/I�_� r]E_�1� � � � � � 14 GAUGE STEEL AND FINISHED WITH A U .L. LISTED CORROSION RESISTANT COAT 3. JUNCTION BOXES AND HOLDERS MUST BE FURNISHED WITH THE PROPER DEPTH TO _JND[_ 4 _ T LC 0k, Dl_ )� T �_1 E U- TA ACCOMMODATE FLOOR TILE . JUNCTION BOX COVER PLATES I �EtiT [.0 1/L!c; R - -- - rc I �v��. / �� i uiT E TALL HAVE AN UPWARD ✓Ou �.� GuPLCx cu�.l LC.G2 ( F r/XTUQE (-.OG,QTE [.;, ... 2ECTE0 C�`f .� �;r`I 2 � (ZCP) Nr.�Tk- 3 �TLJC� NL`JL)IT "'�� ,)I.JNLTIC�N BCrjc. AT F LC)Cx2 - r c�l`sTlrst +F_ ADJUSTMENT OF 3,%8" , AND THE COVER PLATES A1lIST BE LEVELED FLUSH WITH TEII7 MKT. r-2��--� `7 L7 I [- w/ Fx c� N..r FINISHED CEMENT FLOOR BEFORE AND AFTER THE CONCRETE HAS HARDENED . SrUNAL/tEi2 10124 /=LOG/2 SC2V/CE F7(-,, w/e-awN� P l - � LJIZIt•��~J 4. ALL DUCTS AND JUNCTION BOXES SHALL BE ALIGNED AND LEVELED . DUCT SUPP(-)RT. 2 'aC�c �_uuti/'�,2 TELE UL'7L T - MUu2 ' lcr, :3� _ R�CEPTGC -� I 'IY1�1csa4-- . THE DUCT INSERTS SHA I L MuuNT �E�vl(_ f_ t r,,,? F� /SN w+T�N sL.A►!� - -n _� ARE TO BE USED AT 5-FOOT INTERVALSTHE TOP OF Gr����. Ic li LL 16 i= Ft.u.SH w � �+ „11�i�c.��N�iNc� �--t_c.r.I"L ��t_� 1/8 BELOW THE FINISHED CEMENT FLOOR . _ I ' 5. N0. 415 MARKERS SHALL BE PLACED IN THE LAST INSERT OF ALL DUCT RUNS, IN 4) cY INSERTS ON EACH SIDE OF PARTITIONS AND IN THE FIRST INSERT ADJACENT TO THF JUNCTION BOXES TO INDICATE ELECTRICAL AND TELEPHONE DUCT. z DUCTS . � z l �� - - - ''L BL/�I..IK• DL.ICT - 11,oLATEO C,xvD, Pbwr� ^ U ii r-_-[.L 1�_ rt - �2 BLA~1K 0UC'7 - Aid7ukE TELE:PI1GAtC u _i z EL ti:SE'2T5 �L r-a74j1Z F_- C Q&J57 ALL rZ /A,/ IELO L- ) ?7'P. =cJ/Z /Z N Ix -z i INS�f�T w Lu p STOP_ CCZJAj76M 0� Q Q j -TELE. ou�L-ET , w a u / ( C-;EC/C - 6u7 Cc,ua E1Z Q zz E- � J u `i4Z -zr- "— V - - l IU' "-o51.l�;K JF COw1PUTE2 JuC"- TCA !" gELC w Q _ F/til/5l-TCGLDO12 3 C.18LE FaGnn SYS �M FLod2- 77 cc= ' J I , .`NlIJIT `�`r ' I ��lc,-. L&�l)TE=V tN ,LAL�. T�j �Lr7, ETC "'�. \ �'4 . Q0 TE A ,! � '4 (,>Cp L._�.� .nTic �r�s��- Egat- /E) --- - - -_ - - - r�.r\�F �_ _ # 4 DI.JL7-(1N � I . 0.•ls � TE �r.Z c >L 2 �\ / ry r lrG Tnw�►z1 ���_ t- �.��'._ �;. B ScC 1,1n��.� ( -1N T�•�.i5 �.�-rT r _ r-o2 uu��t i SPECS. �� DfaC:T Fb/i Cp/�i1PlJiE,2 ti� M /c K. .. ., c7 '%I , --�^_ SEE MAIh4 r-L• rGwER. C��1 r C,f3L(:5 ;BEt.Ow - r _ TJZ 1-+1S 4-.47. iTYP. P012 L,► C_�NI1=�lJT�12 r,v►Nf�1_- `_� +'� - - - [tel JTt-F77 - - �/i �:�ir�UTf�F� f�Ar�lt:. J tiJ �j:. ►� FL_ /Z� r L,, . - 7 a 1 1 I CJ 1NF-Lk_ J 5E r cn y CCM,Qu `'E2 5r A4 �1//2lc-7 045;tic.._ 7 I aQ i - 5 N11 A .Imo_ G U 'T- Tc, -4-71n Ir, 4?10 CPEC e_ . 0U7 C'OO J'r E l2 5 4JD C0k.17'ZC'L. - B -/o A I57 �G':� l •� --- i N r�"1'-fc Q ' J lJ F�L E �c. .J J•'I`L�. f- - _ _ GI�N�/f-IJIF-.NGF= C.)uTi F-..T C� T�Ic. i Ni(�uNT 1-��t_(_,t.1 �C�.1tvTE f� "�. c' 1Mcc �irT c — --O - •n- —_—��� rlrl2c_�n'i ,.,11.2�MnI�V INJ 'TZ'7w�►�. usllVc� 1=Lt•=X rJ'L�i=�E.x cnJTL�T C�dN L..)I )I TE-L_Faa 4A - - DRAWN BY - CHECKED BY - EL_E C T PROJECT NIM PA rJ t=I ri�.r•J r �__ u�.�D�,� - �=t...'JG ,� L..�C T � --�•.Y ;;:a`� ��- . 9 2 C 14 C-_C K. C L-4 j C.C L!tiJ ? L r, DATE T SHEET IvuI1lIBE E�NN . Revisions petsle 1 j-E "� �/ :� L l4 DET�.ILSof le r7 - IC. � I�I III III III IIIIIII IIIA I IIIIIII III (' I IIIIIII IIIIIII IIIIIII IIII! 11 IIIIIII Z II I III�-I-I-II_I_.I�I-1-_1�111I111� 1II-jll�NOTE. IF THIS MICROFILMED I �III�I��IlI1�lI�II I IIIIIII ►)illli IIIIIII VIII I . . ,.tr,,. �;,, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO - -- _-_ __-- -. - -- _ ___.__._ -.-- -.- - THE QUALITY OF THE ORIGINALg 6Z Z GZ Z 4L L Z I Z tL ( 8T T _ i (TI- _ l _- 8 B 9 ING - I . DRAW . I I �� �' I I ��Ilill III;I I I 111111 IIIIIIIII IIIIIII�I II��I�III III11111� I��Il�lll �I�III�II �Illlll��llllll�l�l III 1111 «<<(<<iil�1i111�i1i1�ili��iii.il�ii� iliili�iiii�ili�iiiiiilli�i11111i1111111111111111111i11111�11111111111111I. ,�,u {IIIIIIIIIIIIhIl1111I11fl�i) �! If11�111111I�111I11111 UNPE 19 9 - Ttu PNoNE a ,OU/Lex OU(LE- 1! --- - I DUPLE xif Ot1TLiT f - rc, 4710 ! 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W I Tu F LC-x co %k_)T �W ^^CJwATJ_,d Sib w/ ro (>N FIXTURE �/�, .��i/n^vas.�l�i .:t+v i 2 ¢hr� O \jLCj'•r FLDOfC, r. � TQC'•�N 1 ►J G �.cmc iJDL(E>t CUT, r cupLrLA " -ET - - - - - EI D-1oNt -� I - • f 'TrW.GOM - • j �A+•rt(2.Gnlu� IM - „ Apl..�. \ '0c] O I I I I -rC I.EONONF � �` TT C,o /to C'I.,VLEXcu F I ✓ Ir OF N 1�/�►Ni.. rsE 1-�j,��.� CL C0Q•R.1i 0TK A. gFo!Cr EfZ ----I I & - �� _ Gb2 L,�7Mi NL FFG I '71 G ti 1 1 G ��1%3Ta0- i PAf�IEL ('NIC ! 7-O ,,IL12- Lil ojrLWT*ga ToYS ,6apousm"b cC)m7.mI FON fL. A15uvF- ,..g' YUNueL. Nb) 1 W T oP1 W ALL r REAL ESTATE & CONSTRUCTION DEPARTMENT `- 2" MAMIET 11111W1. "WLE Snook,N1. 07"2 (201)$a m3 , uw�E N� NJ G->,A"R C�� o It,rE r�M mWN ►'_,o b ,a FZt"2�N<-q E_M E_t-,F T-- O1-,I L_�, CHE(KED '-` r DATE w 12- G Z) 41 .G L A M Yonne 1EYISED 4 6 S� 4 1°,61 q 21 B l 1 y , VINIML __ - - - I .. � III `II�IIIIIIIIIIIIIIIIIIPIIIIIIIIIIIIIIII ' I ' IIIIIIIIIIIIIIIIIIIIII ' III ' IIIIIIIIIII IIIIIIIIIIIIIIIiII - � �' ' '" NOTE. IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO � ,i.►�il��iii�iiliiii fiiili��� iiiil��ii �i�iliiii ii��liiitiiiiili��iiii�LI i�i ii +iiiiili�i� �iiiliiii!<<i�i1�1\,��I,IlI,fIillIlI�!llI ffI!� �ii�fiiiiif�ili+fJJl� ul4- TAE QUALITY OF THE ORIGINZ�il�i Ziil�i6 Ll ]K DRAWING. iiI�IiI! I�� � fflll�tI� ��f��fI ffI f ff�f�f'���I1II�IIIII�� II�IfIlI lll II�Il�ll�� �II����I����fff�ll�I I Iili !I IIIIIIIIIIlIII4111IIIIIIIIIII I 1990AL 24 Na ' n h 1DtJ 'lIJJJ � .avT 't� �G,G�ZIpr� �4;9 + I t v. .. .. �rA4 4�� / Ilk ,N�1^ * I _F �=Arm � � .} ; -- r F MAS - d -- -- -- - - • Ai► lie f - 1 11'' X17 � Gtr FEZ E TR•-�-K >aAD � I � . i � -� r - (o' SC.r L r�d.�Q• FC�Z ' � -_ � L la I ' SE MAXI I � -- � �' ��^� T O H E GSI �� r - N p -- --u'TI !70P or STE —_- 8 � 70 P - �' �E: 514T, 'c2 AOR I L W M I T!JA E{� I 1'co� ..fie RLG Pvic' ��SIRE�rct'rlr� GcN51�'T�N!a f a AT A LL. C.EI L.1 N e ;. N E e7 .J _ —4 ( .�T MAK, VERTICAL INTF_KgAl-•5 I I - J _ AT r1w,c, p - - :.) !�AL.L F L1F tcD 5PA-_C . + ✓ .41&J��: �.. A50v>r 3 1 L.GCIAT1ct4-zi � N II �� �K. GME,-I, OF AN'( Foy •. ',I�In�t .- CDMr_U£T16a-E CONGEAL.F EE VET 4 \ �1�.NETIEA-T'G:�1� M�►C� IN - I ' 1 ,I ADD V,A.T FIfCf=� Fl�ic� �k WI�INC-tI { HIS AREA n RTU RTII Ft.0 EI Nc• �'TG, E_ Tb E•C I � - �� 3 M �l PR �►GK�G '{G' MAI►-ITAIN rl I � � I HT E c-iR 1'[Y � P'I K E SToP. ,` II E�'O, I�1 CEILI IJCa OF GFFIcE A1�E�► . :; _. __ _._ _ �/ , r II N u I. •-�-I`2 TQ `�ECra . _DkA1A/, N,_S rt 0 I .�--- FA,:& DF CtaANNF-L />30YE 6L.E.V, -O • O FAGS OF CWANNc!_ A5( v'E �"i89�-0" h1c'�N SEA LEVEL rATUM) 4 FACE OF D YwA y PA2 . �f�AVE1_ '�VEft � �L`{ r'�u1L-� U1� FAGS OF r�r.:�"WALL OFFI:E `. � �"• ', .% t;ETWFE.N �� �B) I � I MEMBRANE AVER 1�1C;r 2E . SPECS. ( 1T`5 0 S��-ES /1R.I h.� 4Iz� 2'_b1 A 10 AeC`F- _ t a'-C�' 12'-612 4'-0 A5014E - _ _I-1112" _ J �.►O, GE N 1 1 1 '' I _ l C ! 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NO. GOV02 � _ A88J h2AT(', LAM13�R.T Y358 W SNOW Fl_,A� s R 14•!0 A 81 444 COFFEE 2 ` Z i ,�sl,�..,o�.o•r. G 1' 11 too / A•�� P 'w A (o SI^t . MMour, 83`27 Y 310 2 Y 5FcL TRuIb1 \ L' LLJW a ?4aM YAt,. e P'---(. • F- _ c C P OF _ N`RAIZ u 11 � � ••I•• ' , -•TJ I-1IL•rH NI/`, l7 t= R 13 t R VIBRANT RED - A LU M GO P I N I F 1 0 5*72 A GN2ISTMAS CREEk •� I G h I -TOP OF ,,VW MAN•,Ar.0 d Y ,t. 11 a CO 21� f 4N SUN �- �- ------ --- --- _ q.� I T, . ;-4 k4 I hL;i I •- • � Tv - F' c-1-` J`.A ,[ ref-C.'vJFI►J[a �° : _ -_ ...-s- --- -� -- -_ _� _. - - _ i -- aLv�• � ti,, -ro ►nAr'..w �o4oP 4� ALS ti'IA�ONCZ`( GGtiGRt.Tb b,C1Lrt YYPICAL($.�L. .� �E�{� `�i �j�.ti:'[I�C�,F�,-,�D'1E�,F ��_ J (bJX (N I ��-- '�6,F L.4 �� D C FL IF- c w c _ Pic'% _ III 1 •; I. � ��- tLFL G GrJI)a:GT1pN� ;I Y E LEG C' L - - 5G,b TYPIC/iL. -- L7I F O � F C.' 'F c. a� r• TrI, .I �' SEE SPECS F02 'wAT'E2�ROOF IN C"-1 , AII.I IN -LgaR -Tramp - a•)O "W ---- r- -r-- G 2 E"-'A P O.J. I L_IJ�. Ll I�, 1 I-1 I i, .._. 11 _ _Y - _.- _ - _ 6- f � FRONT ELEVATION t - _ r 1 __ -- _ _ 4-- 3ROWN SPL1f FACE COON 5l_OGK -_ _ _, -_- -� ; C , 4 M� I - —L-__aN +- 15 P• Yr4 Spl'I G� ,�. TYf�C4L- r �!. _""-'- SGAL_E - __._.. -L- `e --- - - -+� - - - ---- _ --- �- _ - ll T F - - CL�NC. (A�1 ✓i�uMNlEtiL ec)ojC BLOCK PTP VW-11TH YF✓,G•A- f��.. Nf� !`"�Tj£NL `- TOPOcs '7"�r�.• - F,N. GI2Avi. vw,[I�S --a-.--�- -------____ - ---•------•-J•----�-`-- ----. _ _ .____ •--- SEE DEr. ��EE SPEC . FOrZ WAnP-PROOFINC-, NLIONC CA2- , (>1JM17E i ll -� _� -� SEE DETAIL. Z '-'' -FINAL. �LAG..LO►J►.}�,'G7 IOAI aY^�L.., _ . _ , - ,,- _. C.D►al"r ��, COPING, r s .r r.. .. . �. s s A t0 AIO �----- ►J,41G. :.I.O rt rb' r - - +u - - - QVTTk.M�, ' G 1 ti' - 5Ea DES�\ N rr• i rx>Tf:wtoe r •7JR•a/r OUPP'I.I4A ibY riLu, _ ALUM. ALu M. C:OPI NQ - 8 rar oc' Lov/ M,A►.lSARpT N T O I� .. 10 h1ST'ALI.: PaY L br-T¢.,GAL. C QNTenc)�►z rL VCVL•� I y s L0::A '• 01J _D P.E rQ F EG ' -.ic'�) _ --0 -_ - - r1r A-7i %�I•I: ' ��_ )-,Y I O r ► 0 0 0 2 D I IJA-(O FZ O TOP OF MAS. /-�L.uM. 51-11NGLE�j y E LE V. 18' O " I o,'RaPE7 P EY - - _ - - - - -. .: 0-4--7'" SPLIT FA,:.� PJLO�IG.. TYPIC/-L I LL6V I4'-AI - - �iN t F E ,_- G F e F i t T , „ t�• ,�'t I. I I r i `.IIIA i E " `JIG N LN. IC. - T'r^IC�►L $ROWN 5.�iG.b. -� - /;.,;TE 'coPL.I' .-CC. G67Qe- - P>L.G7GK (T`(P�G�.L.) I SOP- SUPI�2T5 (/ 1 CANOP'1'- + -- J �Vo.TER tCEL�Ewf" COA'i11� CYI`-� �-- s ��%� 'SIiJ►w.�j 4t..%:�., J ,_`_ ccs orc � I'-4 y � ' 1 - TYI�, GAL., [��O\V N s i ��.GOLOr'A �I II (rD41p IJNDipl ` ILA l � I �� � FF.•ATT�►J_I I i I I I` _ �, IS- - --------- r BRArN 'SP:.ITr�•GL eiL(c T►"Ic A, - GJ r ,� _� '..J LOR �b� 1 Gam. C.J II � I 4- 1 RE,Nr c.ONL. -TAIR.S' 2 ESNST+'iUCNc• -;c�;R:� --- - ---- .�; _ W1idtFZPGr COb1 I AI d, gE F_ a Tf.'JC, DSV•_,`�. I • _.�._ - - A f�\ILS I Lto.06 Q. f► 6.EQ.(�(yA. 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SIDING-r - ---' - - - } Top OF MAS. $00 F T3EYC N LEN. - • DaowN -gPLIT fA.c� coNc 36oc.k (e-f c 5.) _ SIGN _ SEE coMppA�Toa j n _ :0 II,4,I P.. cWN yPLIT FAGS r�ooR 59 ELEVATION R ( 4 ,brzcw� 50 ,'1AG E GING• IbLOa,s G LIC L ,�_ `•"_'_ G%O I�1 C>L b v1/+1,T E SPLIT L I T f'A G E G o N G R E�E 3 L D G K —•-•� ---�• ---- _> - __.._ dl F G I l 1r �'� ;SEE �t+EE j,, 6 r 'TRAM4 r3:N 14 - oQ Ex1T I-4 TYPICAL. f! rK0%VN F © ♦ r19 I ✓�5T1I5ULg — �/ COLOrc ( - bRowW SPLIT •FAC-F GVNG .5LO4-4- - s� -- IN GJ, i �G.. N )G J I I I _ \—� 1 `�*T R✓IN '�\ RICHT SIDE ELEVATION C N oIST u PAC';O z. F3&p NO � � A-4 GvL_..r.• r'\I M r„Mrk 8 0 • 1 8 74 - 4. /EfLLAP 'jl-IP JOINT �EA�_ JO I N'1• T I Ute — 4,. ci r ~ , Two FAGEG GU0S.';©MPR. �� -- ti -rales ©F- 1••ta�,5r-.��-- , GONTI►.l• ALUM. -- / � PICK-u10 51G.N (►y.I.G,� i ---- ALUM• SHINGLES � I pA NTEZ7 ! F COPi NG / -I' ELEG, 40yT. Tb FKv v1 "r FioL PRS-FAOP Al.l-IM INUf✓I \ A-7 ' - - 7 �Arn>r r I a>;y�►�v - � CArruc•,•�TEb AWM. 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