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12064 SW GARDEN PLACE BLDG 5 i MILDREN DESIGN GROUP, P.C. ARCHTZ'EMRE • SPACF. PLANNING 11630 SW Kerr Parkway,Suite 325 Lake Oswego, Oregon 97035 Facilities Management - (503)244-0552 22 m G 22 Training Training 22 Lobb y 0- ILJ m 0 �A 1 22 Warehouse T Locker 6 � lk5 0 0 0 Lunch Storage _ -- OF 16 Board air L 7 D48 D 9 22 ........--- 3 22 Owcxr. 20 19 A2 L Lpfle�Cr 18 L_ JL__ Partners _ ` A2 8 Tenant 17 24 9 .i Warehouse Warehouse 22 P.O. Box 5909 Tech Area O 1 Parts Expansion 0 0 0 0 0 0 Portland, Oregon 97228-5909 3 A2 8 Project- 3 27 6 L Automated Office Co''Terence Conference Conference 8 TYP Break Room 9 - Systems I B4 BB9 B4DB9 94D/889 D4889 _ 11 7 L 8 Electrical I 1 II III 1 1 23 Park 217, Building 5 II Entry 17 4 igard,0'regon 11 1'-0" TYP ^ I1 84889 - -' - 7'-5" 7'-5" -- - 6 4' -g„ fl Hallway 15 21 2 D4689 Sheet Title: ,...� Ke notes C� - Finish Schedule Flwr Plan Conference 14 -'• I B4BB9 1. AL. GN FACE OF WALL_ WITH EXi!STING 20 2. 3' -X 4 LIT k,D ?C� A.F �_ ROOM NAME 10 Floor Finish - A4889 REMOVE E ANG DOOR ANh, RAME, INFILL T ATCH ADJACENT WA_L SURFACE 4. HANDICAPPED DRINKING FOUNTAIN, DUAL HEIG14T A. Exposed concrete slab B. Carpet REVER S,f SWING OF PAIR OVI' OORS�. � �'-- C. Sheet vinyl 6. -YPSO A� ­IFFIT T 0 8'-11" F. -�`.� D. Vin)4 composition file L-' 7. NEW 3' X 7 OOR IN METAL FRAME 14 8. NEW 3' X 7' SC WOOD DOOR WITH VISION PANEL 1N METAL FRAME Base 9. FINISH TAPE AND PAINT WALL 10. 5/8" GYPSUM BOARD WALL OVER 1 1/2" FURRING CHANNELS WITH 1" RIGID 0. No base INSULATION BOARD, EXTEND 4 ABGVE SUSPENDED CEILING 4. 4" rubber base 10 OD Office 12 11. VERIFY IF THERE IS EXIST;NG FURRING EXTE14DING 4" ABOVE SUSPENDED 6. 6" rubber base _.. W �i:s ns CEILING. IF NOT, PROVIDE IN ACCORDANCE WITH KEYNOTE 10 wall Finish ___ 1 19 July 1993 I 12. PROVIDE NEW STOREFRONT WITH INSULATED GLAZING TO MATCH BUILDING STANDARD. 25 A. Exposed c Typical SEE SECTION 6/A2 concrete d �iCiberal 13 13. EXISTING DOOR B. gypsum board a point 14. LOCK E OOR AND VE EN TRA �WA!� FURR DOOR OPENING TO C. 4' plastic wainscot with stainless steel T ADJACENT L URFACE Ll , FACE OF i-"URRIN W FURRING. trim at edges,w.r gypsum board and I 15. PR VIDE NEW FURRIN TO FLUSH WA WITH NEW FURRING A CONCRE WALL paint above. Typical all walls. 16. EXISTING WALL TO BE R,_MOVED, ALIGN WITH FACE OF h`FSTROQM WALL D. Existing gypsum board to 5e painted 17. 20 AMP RECEPTACLE X. Existing to remain - 18. RIFY LOCATION OF PAIR OF DOORS WITH TENANT Ceiling Finish \ R CATED�fdfjR_�N� M� E FROM BUIL G 4 A. Exposed roof structure Q12 20. CENTERLINE OF COLUMN, C RLl� WA - _____,-__' �� B. Suspended acoustical - tee bar 21. CENTERLINE OF MULLION, CENTERLINE OF WALL C. Gypsum board and paint 11 22. NO WORK IN THI''� AREA MllDltl_N OESICr•' GROUP, P.C.. 1993, ALL 23. 5/8" GYPSUM BUAj3D-GVC& 1 112- FURRING RING CHANNELS WITH 1" RIGID Ceiling height --- o f RIGHTS FESEPYED (ON B F,D, E'XTENU80TTOM 6F-�F DECK. FINISH AND PAINT WALL 8. 8'-0" C'�� i 2' X 4' RTY OF JLFSS STEEL SINK ��� ". NOT O II ETHESE �USED OR�REPRODUNGS ARE THE C OD N ANY 25. FURR EXISTING COLUMNS, TYPICAL 9 9 _0 10. 10'-0" "� MANNER, EXCEPT WITH THE PRIOR WRITTEN 26. 5'-10" BASE COUNTER WITH SINK AND UPPER CABINET 12. 12'--On PER+�Issl�,v of 1AllDREN DESIGN GROUP. P.C. 11 27. EXISTING FULL HEIGHT WALL X. Existing to remain �✓��-�- %y Date: 23 June 1993 Drawn by: Checked b,/ U%ovend Floor Plan G-� �� ,� WEM WEM 0» �l'f' f' ' Job Number. 93019 -- - EXISTING WALLS TO REMAIN Sheet o 6 = - = f::KIST'ING WALLS TO BE REMOVFO _ -- '- NI_W PARTITKV4 WALL Buildhng, Permit Submittal M-A l 2 ].'.2(64 SW Cif-aRE)EN PL. AC' .I OF ,I "Imp- IF THIS DOCUMFNITS LESS � I + �f II i , IIiI--I I I i � I �_I 1 I-�_I _ I I I I ` ! I !ill I I I LECI3LE THAN IRIS NOTATION, Il9 10 11 APRIL pRI . 7 0 1994 1 p94I 3 --5 ____- _ I 64 IT' IS DUE TO THE QUALITY Or No 3e THE ORIGINAI. DOCUMENT. -- --T--._T-- - --- - - _-- -- T-- --- - -- -- -- E tli '. 96T 8T 1.iT 9l 9T blT EI �ZT TT T V 6 Tg �L I`3 III II �III IIIII I I�IlllIlll [I[ l 11 t [1!llulllull uli IIIIIIII 11,�I,,,�►I,I�►I�I{,I ,I�,I,I II►I�I►►► III►�►1,111 ,I h LP jp MILDRm DESIGN UouP, P.C. ARCHITMC. 51LE • SPACES PL,ANNYNG 11830 SW Kerr Parkway,Suite fQ5 Facilities Management Lake Oawegoy Orepn 97035 - 0024+0552 22 ® ° 22 Training Training 22 Lobby 22 22 ® o Warehouse Tech Locker 22O 30561 22 T E. IAA y Lunch Storage �� Board Repair OF D4B D69 22 ° 3- M I 22 - L)== 20 Owner. -- b Spieker 3 18oE A2 _ 8'-0" Tenant Partners 24 9 Warehouse Warehouse 22 o �� P.O. Box Tech Area 5909 1 Parts Expansion 0 0 0 0 0 0 Ni tland, Oregon 97228--WM r' 5 A2 8 Prot. 3 6 Automated z 26 Office Co terence Conference Conference 8 TYP Break Room 9 94 BB9 84DB9 84D BB9 D4BB9 11 '' 7 Systems o _ _ _ _ _ _ 1 Electrical 1 II 1 11 1'-0" TYP ^ 6Entry4 4 4 A2 23 _ Park 217, Building 5 --� II Tom• Oregon 7'-50# 7' Hollway 15 ( I 21 2 D4BB9 I Sheet We Keynotes L -- - - - - - J 25 Finish Schedule Floor flan Conference _ 14 , I B4BB9 1 1. ALIGN FACE OF WALL WITH EXISTING ROOM NAME 10� 20 2. 3' X 4' RELITE, HEAD AT 7' A.F.F. Floor Finish A4829 3. REMOVE EXISTING DOOR AND FRAME, INFILL WALL TO MATCH ADJACENT WALL SURFACE 04. BASE CABINET WITH UPPERS A. Exposed concrete slab 5. REVERSE SWING OF PAIR OF DOORS B. Carpet I t 6. GYPSUM SOFFIT 0 8'-11" A.F.F. C. Sheet vinyl A2 7. NEW 3' X 7' SC WOOD DOOR IN METAL FRAME D. Vinyi composition tile 14 8. NEW 3' X 7' SC WOOD DOOR WITH VISION PANEL IN METAL FRAME Base 9. FINISH TAPE AND PAINT WALL 10. 5/8" GYPSUM BOARD WALL OVER 1 1/2" FURRING CHANNELS WITH 1" RIGID 0. No base INSULATION BOARD, EXTEND 4" ABOVE SUSPENDED CEILING 4. 4" rubber base 10 Open Office 12 11. VERIFY IF THERE IS EXISTING FURRING EXTENDING 4" ABOVE SUSPENDED 6. 6" rubber base R+evlslotLt 134BBIO CEILING. 1F NOT, PROVIDE IN ACCORDANCE WITH KEYNOTE 10 Wall Finish - I 12. PROVIDE NEW STOREFRONT WITH INSULATED GLAZING TO MATCH BUILDING STANDARD. SEE SECTION 6/r.2 A. Exposed concrete Customer Support 13 13. EXISTING DOOR B. Gypsum board and paint B4BB9 ° 14. LOCK EXISTING DOOR AND REMOVE ENTRANCE HARDWARE. FURR DOOR OPENING TO C. 4' plastic wainscot with stainless steel MATCH ADJACENT WALL SURFACES. ALIGN FACE OF FURRING WITH NEW FURRING. trim at edges,w.r gypsum board and I I 15. PROVIDE NEW FURRING TO FLUSH WALL WITH NEW FURRING AT CONCRETE WALL paint above. Typical all walls. 16. SLIDING SC WOOD DOOR X 7' HIGH WITH GYPSUM CASED OPENING D. Existing gypsum board to be painted 17. ADJUSTABLE SHELVING (5) SHELVES TOTAL X. Existing to remain 18. VERIFY LOCATION OF PAIR OF DOORS WITH TENANT Ceiling Finish 12 19. RELOCATED DOOR AND FRAME FROM BUILDING 4 A. Exposed roof structure 8 20. CENTERLINE OF COLUMN, CENTERLINE OF WALL 21. CENTERLINE OF MULLION, CENTERLINE OF 1�4LL B. Suspended acoustical -- tee bar 11 16 C. Gypsum board and paint 22. NO WORK IN THIS AREA 1 23. 5/8" GYPSUM BOARD OVER 1 1/2" FURRING CHANNELS WITH 1" RIGID Ceiling height MILDREN DESIGN GRouP, P.c., 1993, ALL A2 'j� - - _ 17 INSULATION BOARD, EXTEND TO BOTTOM SIDE OF ROOF DECK. FINISH AND PAINT WALL B. 8'- 0" RIGHTS RESERVED 1 24. 2' X 4' STAINLESS STEEL SINK o r " THESE DRAWINGS ARE THE PROPERTY OF 25. 6' x 12' ALUMINUM LOADING DOOR AWNING WITH (3) OVERHEAD SUPPORTS AND BUILT 9' 9 -QMILDREN DESIGN GROUP, P.C. AND ARE NUT TO 8E USED OR REPRODUCED IN ANY • 10. 70'-0" MANNER, EXCEPT WITH THE PRIOR WRITTEN IN GUTTER BY ALUMAFLEX OR EQUAL. SUBMIT SHOP DRAWINGS FOR ANCHORAGE TO 12. 12'-0" PERMISSION OF MILDREN DESIGN GIMP. P.C. 11 ARCHITECT AND CITY OF TIGARD PRIOR TO FABRICATION. X. Existing to remain Date: 23 June 1993 26. 5'-10" BASE COUNTER WITH SINK AND UPPER CABINET Drawn by: Checked by: Office 84809 Legend Floor Plan _ WEM WEM -�, Job Ntunber 93019 -- '" EXISTING WALLS TO REMAIN Sheet of: 10 ____ ::: EXISTING WALLS TO BE REMOVED NEW PARTITION WALL Bull'{ Submittal ltd ""'�sW GAF D(-I�.I F,L-.ACC Per � -i t 5 Al 2 r.�r= 4 r...apppr *+'k:o,._..+•isu-t: .d'.-.•r."..,....., ,.._._..........�w.•...nenrriwua,rsvweuesw..war�s.rsmr N.4h`�' .i�T�n I'.w - A,1S �'. I F THIS I S DOCUMENT I S LESS T I I I I I I 1 I 1 1 1 1 1 1 1 I I I I I 1 1 f T i 1 i i 1 F I I l I l f I I IiLl I I I I I I ' I I I I I i 1 111 1 ! 111 I I I I I ' I I I I I I til - ' f l II I I I I I I I I I 1 f� 1 f f 1 I I j1piqr1jily I I II I I I I I , E l l 11 1 1 1 I ' i l lLEGIBLE THAN THIS NOTATION, l 1 I I 12 � � � ITF � � � 5 I 6 I 81 9 I I 1� � 11 � � APRIL 20 1994 � _ -___-�__ __C_______�- _�_ __ _ ___ l�__ ----�i Y, IT IS DUE TO TILE QUAI,II'Y O� No.3e THE ORIGINAL DOCUMENT. } - -- - - - -- - -- - ---- - _ E Z t3Z LZ 9�Z v bT EZ Z TZ OZ 6T 19t L��[ 8T�9T b�T EI ` ZT I TT T �6 j8 ' 111I 111111�IIIIIIIIIIIII�IIII IIII IIII IIII�IIII III►�IIIIII IIII Illl�llllll�l � � � 1111IIIIUll ll �1111�1111 l l Illlllll�ll�lllll ►III►WTI IIII II►I�I 11.1111 II ► I 5 GAUGE 3 1/2" MTL STUD TO STRUCTURE AT 8' 0/C -- General Notes WITH 16 GAUGE CLIP ANGLE: — - 3/4" PLYWOOD AT — — 2 x 4 BLOCKING 2 X 2 X 3" WITH (2) 08 WATER HEATER — �- SHEET METAL SCREWS AT -- -- 3" DEEP, 18 GA TOP TRACK. EACH END. BRACING TO BEDO NOT SCREW GYPSUM A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY Mu)REN DESIGN GROUP, P.C. PROVIDED WHERE DISTANCE — 6" X 22 GA METAL JOIST BOARD TO TRACK ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. BETWEEN PERPENDICULAR AT 16 0/C - __,�_ 5/8" GYP BO TYPE X AT 11890 SW Kerr Parkway,Suite M " B. OCCUPANCY: B-2 wr�rrecruRe ®'� Pul�lrr><rlc + + — 5/8" GYP BD FASTEN TO -~ AT EACH SIDE C. BUILDING SHELL CONSTRUCTION: TYPE IIIN INTERSECTING WALLS OR - -- - L,ak,e Uewe�Or>�on 97035 HORIZONTAL BRACING BE - STUDS WITH TYPE "S" PROVIDE FIRE TAPE AND D. MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER BY TWEEN WALLS EXCEEDS 8'-O" SCREWS AT 8 0/C AT SEPARATE PERMIT �244�2 PANEL EDGES AND 12" 0/C PAINT AT WAREHOUSE SIDE AT INTERIOR SUPPORTS ONLY F. WOOD STUDS AT CONTRACTOR'S OP1lON `'USPENDCD CEILING F. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT --- - SEE DETAIL 5/A2 — -SUSPENDED CEILING WHERE NOT LESS THAN 2-A: 106 FOR EACH 3,000 SQ.FT. OF FLOOR AREA - APPLICABLE SEE DETAIL 5/A2 TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'. 5/8- WATER RESISTANT, — -- - 5/8" GYPSUM BOARD EACH GYPSUM BOARD AT TOILET STUD CHART:_ G. 100 .,r PRINKI_ERING TO BE MAINTAINED THROUGHOUT IN ACCORDANCE SIDE SECURE TO STUDS -- ROOM SIDE ANGELES XHO WITH N.F.P.A, PAMPHLET #13.3. (BY SEPARATE PERMIT) WITH TYPE 'S' SCREWS AT -- 3.5/8* 20 GA. TO 19,-6" H. PATCH AND REPAIR EXISTING WORK DAMAGED BY - -- 5 7" 0/C -- 3 1/2" 20 GA STUD AT ��- - 6" 20 GA. TO 29'-0" NEW WORK TO NEW CONDITION -- /� 16 0/C - SEE A/E FOR ALTERNATE 1. REPAINT EXISTING WALLS AS WELL AS ALL NEW CONSTRUCTION 3 1/2 25 GAUGE METAL_ TOILET ROOM ,(OR) ANGELES SS " IN AREAS TO RECEIVE NEW WORK STUDS AT 2' 0/C R11 BATT INSUL AT TOILET ----/�— - 3 5/89 25 GA. TO 15'--6- J. PROVIDE R-11 BATT INSULATION AT WALLS SEPi,rtATING BOARD ROOM WALLS AND CEILING —_- --RUBBER BASE WHERE REPAIR/WAREHOUSE AND PARTS EXPANSION/BREAK ROOM --BOTTOM TRACK TO FINISH --- -- APPLICABLE K. NEW DOOR HARDWARE TO MATCH EXISTING FINISH AND TO CONFROM FLOOR WITH POWDER DRIVENTO ANSI 117.1 ANCHORS 4' 0/C 1 1/2" X 1 1/2" X 20 GA ANGLE WITH (3) #8 SCREWS L. CONFIRM ALL FINISH SELECTIONS AND COLORS WITH TENANT " RUBBER BASE. TYPICAL S" RUBHER BASE TO" TOPACH AND BOTTOM TYPICAL ALTER. PRIOR TO INSTALLATION 1 2 1 2,. OD�- --- 4" RUBBER EASE CLIP FLANGES AND r BEND WEB X 1") 3 1 2" STL TRACK BOTTOM TRACK TO SLAB WITH / �7 TO SLAB WITH POWDER POWDER DRIVEN ANCHORS AT IL ALT E,�#�IL •-� DRIVEN ANCHORS AT 4'-0" 0/C • `�' 4'-0" 0/C 0' K_i_"**NNNon-bearingPartition Wall 2 Toilet Room Wall Section 3 Tenant Separation Wall Section 94�IP 30=1#-Om WOOD STUDS AT CONTRACTOR'S OPTION. PROVIDE BLOCKING AT 3"=it-on 3'--1'-0OF 1A SUSPENDED CEILING IF OPTION IS USED. A2 1C 1E IF •-.=- EXISTING CONCRETE PANEL OwDer. FLOOR OR ROOF STRUCTURE 0 2" FURRING CHANNEL Spieker 1 1 STABLI7._R BAR BETWEEN ALL / MEMBERS AT PERIMETER • 1 1/2" RIGID INSUL Partners ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" OF PERIMETER 5/8" GYPSUM BOARD LATERAL BRACING WITH APPROVED T EXISTING OPENING SUSPENDED ACOUSTICAL CEILING WALL MOUNT LIGHT VERTICAL STRUT AT 12' o/c SEALANT EACH WAY CDUNTERSLOPE HANGERS 1F MORE - —STOREFRONT WITH INSULATING P.O. Box .5909 THAN 1:6 OUT OF PLUMB GLASS, KAWNEER FAS-SET Portland, Oregon 97228-5M 2'-0* x 3'-6" MIRROR OR EQUAL. ANODIZE SECURE ALL HANGERS TO BUILD14 PER PARK STANDARDS STRUCTURE. TRAPEZE DUCT WORK ANSI 117.1 TYPE FAUCET / -- v I . AND OTHER LARGE OBSTRUCTIONS Automated TOILET TISSUE PLASTIC LAMINATE WAINSCOAT ---- CROSS RUNNERS FIT 61TWEE?1 --REMOVE EXISTING DOOR DISPENSERMAIN RUNNERS _ 6'-0" MAX Off ice MAIN RUNNERS AT 4' ON CENTER. O SUPPORT WITH #12 WIRE AT 4' I 0/C OR WITH #10 WIRE AT 5' SET STOREFRONT SYSTEM Systems 1 -0" 3'-6 _ 31-011 6 ;� ON CENTER EACH WAY IN SEALANT 3 -O„ :I - LATERAL BRACING AT 12' 0/C EACH WAY. MAIN RUNNER TO STRUCTURE BEGIN BRACING WITHIN Park 217 Buildtrl� 5 o Tigard,Oregon p C7 I 6' OF PERIMITER AND 2" FROM • • i rn _ ` CROSS MEMBER v ' EXISITNG CONCRETE SLAB I N ' • N — _CNIJ--- ' ,_5" _ 1 '—7„ •a ' a Sheet Tttlft HANDICAP TOILET D � INSULATE DRAIN PIPES , a v Details � GRAB BARS WALL HUNG SINK r4 � Toilet Room Elevations s Suspended Ceiling Section s Storefront Section 1 4 =1 -0 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE �21 1 2 �1 -0 3A 2A AND HAVE A 100# CAPABILITY. A2-6 R�evbiol t MRDREN DESIGN GRQUP P.0. 1993' ALL RIGHTS RESMYED THESE DRAWINGS ARE THE PROPERTY OF MMDREN DESIGN GROUP, P.C.. AND ARE NOT TO HE USED OR REPRODUCED IN ANY MANNER, EX(XPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREH DESIGN GROUP. P.G. Dates 23 June 1993 Drawn by: Checked by: WEM WEM Job Number. --- 93019 Sheet of: SW (.WIF'DEN PLACr_; Building Permit Submittal 135-A2 2 or" 4 r, � I I 1 � I 1I � �flijTrir1I I I � I _I _ � (3 LEGIBLE LEGIBLE THAN ']'HIS NOTATION, 4 5 6 T C1rIF THIS DOCUMENT IS LESS " Jr IIIIIIIIIII TTT7 � - -- _. I'1 IS DUE TO THE QUALITY OF No,36 l THE ORIGINAL DOCUMENT. - -- `1_11 --- — -- — ~-J E 'Z 9Z LZ 9Z Z 1•Z EZ Z t11111111101 Z '111,1111111 �t 8t Li 8Fmill, 4t �t Et Zt it t F111111 T J�tlll 1i �uu�lu II��� IIi IIII��Illlwill I�ll�llilIIID►11111►III►II III. ►illi►►I►ll►�►� I� 1111 II II IIIIII�llllll � Ul � VIII111111111( 111 IlII ILII ( �IIII III IIIIIIIIIIIIIIIIIIIIIiII�IIIIIIII�IIIIIIIIIIUIIII III Y¢ ` 1 J (A � W Z< u w ` Z < J1 0 2� w z� ,<,n aW I uC) N W W zD z Z �j 'WyWw ZO II 41_ztJ ¢� 7 V' r -� — - .rrw J Z u y)> t� ¢` J)cr i< j ucn U - uiwo W= W 0 ¢ Z O Z U w tIW 0r m i W u u =g�u¢i0 "rcr >t 4�0 4 D E)(15 ( I� JcThIG�K, _ I L.L r=S _----- ----- _ _ _ �+G1LIr rJ L I 1"'L_ Ix 'Ir I 1 I I 1 TC EN 1-5 6-RY e x 15-T1 � o EXISTIra 5U LY c 1 I O DWItOM of ­ kor, uj t,: FFUS JR5 DKL/I DeTA I _-__- I 1 .2 NTS m � ��.;� ►� RE"�LJk�J C�RUf 32K SUPPLY DRO*' cn (I M-21. V) .. 'ZOO Y I �El�lo�c (-tx ISTIr.0 J rJ Ir 3 xlri-0 ~jD Ex IST �� _. uc EQUIPMENT SCHEDULE L, 1 `� �6AT�R CAP K00F ( /4 CHAS LI►4F To A � J_ Ai; 1 TRANS YCD036C3L0 C-- I 3 TON GAS/ELECTRIC 1200 CFM/ i20 OSA t cp EF_2 { [F- I 80M BTU INPUT/60M BTU OUTPUT o II+S� 0 �,� I z I 15o i 208-230/6OH2/30 ID ___:j111, N ` ; i MCA-18 MOCP-25 / CB 1��CO 8 C�� e _ — I1 REL ATE 700 LBS w/CURB ] 10 �� �„ _ 1 0 ^ 5a �'' ` o� ��IT { HONEYWELL T7200 PROGRAMMABLE THERMOSTAT `-- --- AT T-90 sit /,,3 -_ n AC-2, 3, 4 TRANE YCD075C3LO 6 1/4 TON GAS/ELECTRIC 2, 500 C-- M,,230 OSA ��- ' - I ., N,� 120M BTU INPUT/96M BTU OUTPUT �.f�'� 6 �� / A E. _.__.,� 208-230/60 HZ/30 11.1 I4�� IL �.:�/ C-- -- ----� MCA-37 MDCP-50 A4)0L'�� I"C" 8 r - 'EMOV 15��� 832 LBS w/CURB _._..7 TYr. OF_.) ,�,} IE 1 HONEYWELL T7200 PROGRAMMABLE THERMOSTAT `_ C l r LUG s CA P „ RE.�10\/G EXIST r� t�IJf'r EF-1, 2 BROAN MODEL N8671 �/� II SNI ►J� 70 CFMA1L : GAP I6„ I _ , RooF FL.A�*N(A 120v/60H7/ 10_,2L�CD 1A c-Z\ 1v0 7 I 3 %tU w (3 J TYP, OF z r 11_... It I I � rw % ; ASEi,N EEr 11 acC 3 14 110 10'' 2 37-05 0 o 14 �I2 ..I�1 ago x LL d � N b90 I4' 10 (�'��- N° '--O 29'' Lu r. (TSP, OFS) _ . rYP vF(, � ui �z 01 $ N I � 4 � - �Z 00� o z W M 14„ 0 0 - W Boz --. WQo - <1 0in 14'' L I r 00 mow I� I I)'I cc "7 -CrIV OF 20 -�3 eAP ___ C ►✓�v ExIST'61 6Ac-, V,-rpPD EXISTIGS ��q." roe No 2 31 '1a a s 'r i c SHT NO a Ac- 12064 SW GARDEN PLACE �• ,� 4 OF 4 r-:OLUMB,A BIUE,PRIN! 8 SUPPLY HFORDER NO '15135 s' +I dsk• } � � � � f ) 101 1l1_ APRIL2 1934IF THIS DOCUMENT IS LESS IIIiIi{ 1 �4II11I11i.f �1� I {III {IlI7II 3 � 5l { 6 SLEGIBLE THAN THIS NOTATION, 9'21 IT IS DUE TO THE QUALITY OF - -- -- 1 THE ORIGINAL DOCUMENT. - - - - - __ - -- -� - — -- - £ 7 11 IT 8Z GZ 9Z I Z 6Z £Z Z� 1z - OZ 6l 8i t 9t 4t 6I £i Zt ti T! 6- 8 I L 99 9 I r6 I ZrIII,,, �uul l�u�ll�Il l l� ��a 1Il�llil ill,ilrll { 111L ►T