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8530 SW PFAFFLE STREET-1 law- _ AA18 L>�- II NEW STRIPED ROUTE, 1 DBL 2x AT -SE�_G^�-�.�A -�g;�--��T��+-_ SEE SHEET 1.1 --�- WALL ENDS SU, - 1 I -- 5W - 1 \ / (TYP.) �-CONTINUE SLOPED _ / HANDRAIL t DISTANCE �- — NEW CONCRETE 5LA3 EXISTING -- EQUAL TO THE EX15TING AND 5TAIRW/,Y LIFT. 1 -FRIDGE 3 N&: A;' ---- --- �� l� SEE 5HEET 2.2. - - __,A / _ � S �= FRAMING —� HEAD WIDTH, THEN -- RAMP= ---- COUNTER 9025 S.W. Center St. Ggord, Oregon 9/_2 9" MIN, TO 12" LONG, RE LAE JJ/ 3'- � e -4;9GGR SHAD-,44vi-A a4AXI - I r _ `��_��lr- � I �� 5 � �-��-`���w"`� Phone: (�G3 620-2086 - - EQ. EQ. USE T"'-E k#ARIDW4i , - I PREP - KITCHEN � OVENW/ HOOD / I SHEARWALL 6A Fax: (503) 684-3636 I HD5A W/ 18 � �' TO BE REMO/ED. SEE DETAIL I �2) 31/4"0 M.B. n / + OUTLINE OF � - RAISED FLOOR LEVEL OF REGI-NTLY- - 1 � „ U -' v) DECK ABOVEy- - PORCH TO MATCH FLO,")R + -------------- ENCLOSED ---- ------ E AR 4AlC€- / OF EXISTING 37RJCTUE. + �' 4 SEE GENERAL. NOTES BELOW. / 1 = HOLD DOWNS / 3 R -TONE REMOVE (E) WINDOW + I - AC UNIT t INFILL W/ 2 x X16" O.C.. a 'i + - -- _-- COMPRESSOR FOR THE WALK-IN `` J < p. • • .b COOLER - --- --- - �" ® \l� i COMPARTMENT SINK�j REMOVE EXISTING 5LIDING GLASS DOOR i i FLOOR DRAIN HANDRIAL EXTENSICaNS AND INSTALL 3 WIDE DOOR W/ A /' FLOOR DRAIN-1F - + 21.2" I'-P�" 1/2" MAX. THRESHOLD HE IC 4T.�` / + _ _ + EXISTING REST -- 3/4"4 .4301 THREADED----- _ Q + SHOWEr? + I ROD EI'1BEDDED 5" MIN. 2 + TAL,J,' r� REVISED TO + � + ROOM TO BE INTO CONC. STEM WALL. i /?�. � ) i MEET ADA AT'ACH W/ SIMPSON SET + + AD�lESIVE, TYP, AT WALL ENDS FIRST FLOOR • l560 6F. I I REQUIREMENTS \ - i - GENERAL NOTES T - ---_-----__-_ REMOVE EX;STING SINKSHEARWALL SW 6A ELVATION - EXTEND EXISTING I-aANDRAILS AS MECHANICAL REMOVE EXISTIN SHEARWALL NOTES: 1� 1 -© NOTED. SEE ROOM DOOR AND REPLACE RAISEOOR DETAIL. W.' 3' WIDE DOOR SHAC?ED WALLS LOCATE EXISTING WALLS WHICH ARE ��� INSIDE HANDRAIL- MODIFY OPENINGS A5 ;SAS DENTIFIED AS SHEAR WALL$ (5W). THESE WALL MEET THE FRAME: TO BE CONTINUOS - REQUIRED. METER PRESCRIPTIVE PROVISIONS FOUND IN THE 1991 UNIFORM PROVIDE 2 x 8 P.T. LEDGER AROUND PERIMETER OF EXISTING ENCLOSED CODE FOR BUILDING CONSERVATION, CHAPTER ro. PORCH. NAIL TO EA. WALL STUDS W/ (2)i6d NAILS AND TO EXISTING RIM BOARD W/ TWO ROWS OF 16d NAILS AT 12" O.C.. OFFICE 18" O 12" WORK KITCHEN C_ L) 5W - 2 'MIN. ------ INFILL BATHROOM WINDOW W/ STANDARD 2x FRAMING 16HEATI-I FLOOR: ENTRY I 5ASEMENT 699 8�. BOTH SI ES W/ 1/2" Gl'� OAR . ATTACH W/ 56 COOLER 1" O.C. INSTALL P.T. 2 x 8 FLOOR JOIS i AT 12" O.C. W/ SIMPSON LU528 HANGERS TO LEDGERS. U5E P.T. 2 x (o OR OUTDOOR WOOD FOR DECKING. PROVIDE T CHEST 2.J SW - 6A 1/4" MIN. TO 1/2" MAX, AIR SPACE BETWEEN BOARDS, FLOOR DECK UP FREEZER - REMOVE EXISTING SIDING t SHEATHING FROM EXTERIOR SIDE OF WALL. SHALL HAVE A SLIP RESISTANT SURFACE. /I I SITE INSPCTION BY N.E.I. REPRESENTATIVE 15 REQUIRED AFTER :K EXISTING 3HEATHIt�G ON EXTERIOR SIDE HAS BEEN REMOVED. L AW, N5 ,grll? LANDING __ FUME 3J SW - 6A — ---- --- EXHAUST _ _.�._ FUME U5C� P.T. FOR RAMP FRAME MEMBERS AND 2 x 4 P.T. FOR RAMP SURF - - SHEATH E>:TERiOR SIDE OF WALL W/ 1/2'' GDX, FULLY BLOCKED SW 5 SW 5 t ATTACHED W/ 8d NAILS ® 3'' O.C. t THEN APPLY NEW SIDING DECKING. CKING SHALL. HAVE SLIP RESISTANT SURFACE. SPAC TWEEN REVISIONS: TO MATCH EXISTING. DECK MEMBER ALL NAVE 1/2" MAXIMUM AIR SPACE. + RAMP SHALL HAVE A IMUM RI5E OF 6" AND MA SLOPE OF I" RISE i Q 3-I1-�2 PLAN CHECK 4.) SW •- 10 / AND 12" RUN 18.33go SLOPE . ' INFILL WINDOW IN FRONT OF WALK-IN FREEZER W/ TANDARD --- --- ------ - WALK-IN GRILL 2x FRAMING, t SHEATH INTERIOR W/ 1/2" (MIN.) GYPSUM BD t PROVIDE A SMOOTH TRANSITION B RAMP AND EXISTING A.G. c FREEZER A4-25-02 PL,aN CHECK EXTERIOR W/ 1/2" (I`1 N.) CDX PLYWOOD ATTACLI W/ 5d / 51TE v151T COOLER 6 1" O.C. LANDING SHALL BE LE',EL HAVE 5 TH YRANSITION BETWEEN RAMP AND ENCLOSED RCN, _____.__._____. 3 7-.23-(d3 GENERAL .5) ALL OTHER SHEARUJALLS ARE BUILT ADEQUATELY L_-_ _-__--___—._ _ REV151ON5 A' 'rERNATE• P AND LANDING MAY BE CCN5TRUC W/ CONCRETE. �" ,. —, ® 0-17-03 GENERAL PROV IGHT BROOM FINISH FOR SLIP RESISTANT SURF . INSTALLS.b' - 10 SW - 10 GA ANIZED FLASHING BETWEEN CONCRETE AND WOOD MEMS ELECTRIC-- REVISIONS AMETER FILL EXISTING WINDCW AT INSTALL NEW GRAB BARS 544EARWALL '0 33" TO 36" ABOVE TO FINISH FLOOR. PROVIDE BLOCKING AT CONNECTION LOCATIONS.--- 4'-2 1/16" OUT WALL I'-6FIRST FLOOR AND BASEMENT PLAN " MIN. REMOVE FURRED TO PROVIDE 18" MIN. CLEARANCE. IF UNABLE TO ACHIEVE 18" O 1/4" I'-0" CLEARANCE, RELOCATE TOILET DISABLED DETAILS AND NOTES : I 45 NECESSARY. W l NEW / RELOCATED HAND SINK � - - X RErOVE EXISTING SHOWER STALL. � H ___-__ � 2 36" MIN. 11_19 UTILIZE EXITING PLUMBING TO ;�—AND��I�XOPEi OPISTING ENING F CONNECT TO NEW SINK. 36 MIN. (oil , �—MAINTAIN 18" MIN. CLEARANCE 111 1 -; cX15TING BALCONY i'ROJELT: MIN. --- Ni \ I '�'N I -----REMOVE EXISTING SINK AT SECOND LEVEL -- X ,><� LZ z INSTALL NEW WALT_ AND SINK m � >:,� � I � \` DALTON'S CATERING j e --_'_ �,� I REPLACE EXISTING DOOR W/ 5 SW - 2 _ + _ NEW 3068 DOOR W/ LEVER. t{ 8530 S.W. PAFFLE St. _j l'-3 zi4 11 El b" MIN. _5'-0" MIN. ` RE RE:Q IFTEEXISTING DOOR � ���1 TIGARD, OREGON 97223 KNEE CLEARANCE 6" MAX. - TOE CLEARANCE C DEPTH LIENT: - - (A) BACK WALL (A) SPOUT HEIGHT AND KNEE CLEARANCE ttUNUSE -- - -- - /� AREA BATHROOM ALTERATIONS � ° (FUTURDOFFICE) DAVE DALTON 54" MIN. 48" MIN. PREPARE FLOOR AS REQUIRED FOR NEW 1/4" 2 11,011 42 MIN. 19„ VINYL FLOORING AND RUBBER BASE A ATTIC 17930 SW McE wan Rd F0 CLEAR FLOOR. "f SECOND FLOOR 599 SF. Tigard, Oregon 97224 SPACE z� -TOILETo - - i- - 86 a 3" O.G. Q (E) DBL. TOP FE'_ Date: 12-12-01 rte, PAPER -9 © (E) DECK � ✓�/��'Y��/"�/'�, �� Scale: /REMOVE t REAT'iACN — - - J Drown thy: LJI_ IF REQUIRED Checked by: lda / �-INSTALL BL KING AT Job No.: JO_1101 WII '.DOW SILL AND HEAD Drawing No.: t'oor_delt_2 (B) CLEAR FLc�OR SPACE (B) CLEAR FLOOR SPACE .� ,_ _- - — 8d v 3" O.C. AT (E) DBL. TOP FE' _ ----- -- RECEIVE ; NEW 1/2" CD-X PLYWOOD NAIL (E) EXTERIOR - � �CJA�j���j NOTES �- ---- -- -- '�— f� W/ 8d A 3" Or. TO FRAMING PLYWOOD TO NEW CEJ ll]1Nf�OW - Otr, ✓l BLOL:KING W/ 10d 1. CONTROLS, OPERATING MECH4NISI-15 AND HARDWARE, INCLUDING -NEW SIDING MATCH EXISTING NAILS 3" O.C. / � ,` EXTEND HANDRAIL CITY OF TIGANU SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND TO POSSIBLE EXTENT sill!-DING r11VISIC)N ELECTRICAL CONVENIENCE OUTLETS IN ACCESSIBLE SPACES, ALONG pQ _ AGCE ,51BLE ROUTES, OIR AS PART5 OF AC-CEjSSIBLE ELEMENTS SHALL Z INFILL (E) WINDOW OPENING COMPLY WITH SECTION 1109.3.2 OF O.S.S.C. �-��— W/ 2x raT 16" O.G. --�- lUl - 51MP50N MST aro HEA FILE C 2. HANDLES, PULLS, LATCHES LOCKS AND OTHER, OPERATING DEVICES ON AND SILL_ UNUSED AREA DOORS, WINDOWS, CA5INE75, PLUMB:NG, FIXTURES AND STORAGE= _ fir + _ _ _ (FUTURE OFFICE) CITY of TIQAA9 `✓� FACILITIES SHALL HAVE LEVER OR OTHER 64,aPE PERMITTING OPERATION V � t, . .. S + 9 +n. BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, _ 8d 3" nr-. !_? ^BL. TOP fE OF STRAP Approved................................ PINCHING OR TWI51-ING TO OPERATE, THE FORGE REQUIRED TO ACTIVATE "= � For only they SPP Ouse"C"Ib' .....•........ SHEAR WALL Silly-2 rue onty t e o� d s� b d �I PERMIT NO. 5 SUCH EQUIPMENT SHALL BE NOT GREATERTHAN 5 POUNDS FORCE. DOORS SHALL COMPLY WITH SECTION 1109.9 (SECTION 11093.1) See I-otter+e re8Cj ......._.............. ( E 1" a 1'_O _._ ----- j,A)Ari s Al�ar 3. THE HIGHEST OPERABLE FART OF ENVIRONMENTAL AND OTHER CONTROLS, -- tz DISPENSERS, ELECTRICAL AND COMMUNICATION SY5TEM '-tEGEPTACLES ��_/�_/�� '\Y/A�=.1\_ � SHEET ON WALLS AND OTHER OPERABLE EQUIPMENT bHALL BE WITHIN At LEAST R WALL SW-6A .L 2 D�L6OR ANDAPLANREVISION-ONE OF THE FEACH RANGES SPEC IFIED IN 51=GTION 1109.2 AND NOT LESS SHEA �� _ TTIC COMMUNIG<`,'+ ION'S SYSTEMS RECEPTACLES ON WALL5 SHALL BE MOUr�TED 4 2e . 1 BUP2 Ste. 0 30 I" 1'-0" I/4" , I'-rd" 8UP2002-00030 THAN 36'' ABOVE THE= FLOOR (SECTION 1109.3.2) ALL FLASHING AND OTHER FINISHES O 1 of 5 ' BY CONTRACTOR Z ------ - ---- NOTICE: IF THE PRINT OR TYPE ON ANY rCr III III 111 III 1 1 I III III I I III 1 1 III 1 l I III I LfT�1II I I f I 111 1 11 I I + l l l l 1 11 III III III III I I III III III I I I I I I I III III I I III III Ill Ili III III I I I I I I I III 1 1 1 I I I I II - ] M IMAGE IS NOT AS CLEAR AS THIS NOTICE, �--I.. _I I. it - L _ L .I I I 3'1 - I- - 14L.-I iI----I I-6� - ----I. gl _-I I1--= -I -- -U�-- --I-- 11. ,_ 1"� �r/(�� •� L-t�..J IT IS DUE TO THE QUALITY OF THE No 38 01 S19 G Z B11119 ORIGINAL DOCUMENT81Z 8 Z �Ei Zt t t I I8 I ►1 III111►1I 1III�III►:11I11�11I I1lllllll�lllllllll I11III1►I►IIIIIIIII 1I1111i11111;;111I 11I111II1 i11111�11�1lillllll�llll11111�►►111►�14�►►lll�l�lllllllllll�1�1111�i��1111 �lli► 11u1111ll1�11�1�11L1u��l.l�ll!ll�l«�1�I IIII�N�i l III I,il I ► I III Y kX1 N Im C 0 im 1 ! j ! i1111111 J • 9025 S.W. Center St. - Tigard, Oregon 91223 Phone: 503 620-2086 Q Q him oQ Q Q G� �;IFax: 503684-3636 r� IXQ � © Q QIlk aILL D Ir C� 1 i i A I � F y. 1�f-- IL�ff An \ �n ABBREVIATIONS BUILDING INFORMATION PROJECT INFORMATION TABLE OF CONTENTS `' `"` ADJ. ADJACENT MECH, MECHANICAL BUILDING CODE: 1991 UNIFORM CODE FOR BUILDING CONSERVATION 00 GETIERAL II "IATION AFF. ABOVE FINISE' FLOOR MIN / Mw. MINIMUM ALT. ALTERNATE MISG. MISGELLANECUS CONSTRUCTION TYPE: v-N 0.1 COVER SHEET ALLUM ALUMINUM MNT. MOUNT. / 1"rOUNTFD APPROX. 4PPROXIMATE MTL. MFETAL EXISTING USE: SINGLE FAMILY RESIDENCE (R-3) OWWR " AFKJCAW-. OWNEE lA 91TE IT�OW'1ATION ARCS=, ARCHITECT N.I.C. NOT IN CONTRACT DAVE D,4LtON NICOLI EnGINEFRING, INC. REVISIONS: BD. BOARD NO. NUM15ER PROPOSED USE: CATERING 5U51NE55 (B) BLDG. BUILDING NOM. NOMINAL 8530 B.W. PFAFFLE ST. 9025 S.W. CENTER 57. 1.1 51TE PLAN CA. CLEAR ANODIZED I.5.F.5 NEAR SIDE AND FAR SIDE CONSTRUCTION: v-N (WOOD FRAMED) TIGARD, OR 97223 'IGARD, OREGON 97223 3-11-02 PLAN CHECK N.T.S. NOT TO SCALE (503) 6.0-2086 F'NONE: (503) 639-7211 old BUILDING F'1 AN8 4 DETAILS Ai O.G. ON CENTER CONTACT D. ANDREWS a GEM. CEi`1ENT OD. OUT51DF_ DIAMETER 2.1 FLOOR PLANS DETAILS 5-13-m2 PLAID CHECK CER. CERAMIC OPP. PRESSURE S R DESIGN CRITERIA SITE INFORMATION / 51TE V151T G.J. CONTROL JOINT T.T. PRESSURE i REA7ED � 3m ( INC VAIT:?N6 CLG. CEILING T.L. / PLAM PLASTIC LAMINATE BU!LD ELE C.M.U. CONCRETE MASONRY UNIT PGC PATTERNED COLORED CONCRETE BASIC WIND SPEED: 80 MPH -leo-�3 GENERALCOL. COLUMN PLYWD, PLYWOOD EXPOSURE I ADDRESS: 8530 S.W. PFAFFLE ST. 3.1 BUILDING ELEVAITONS GONG. CONCRETE PNT. / P.T. PAINT TIGARD, OREGON REV151ON5 CONT. CONTINUOUS P.S.B. PENCIL SHARPENER BOARD CORR. CORRIDOR C.T. QUARRY TILE SEISMIC ZONE: 3 CURRENT ZONING: C-P PROFESSIONAL COMMERCIAL G.T. CERAMIC TILE RAD. RADIUS DET. DETAIL FRIG. REFRIGERATOR CURRENT U5E: RESIDENCE DIA. DIAMETER R.D.L ROOF DRAIN LEADER DN. DOWN FE INF RE INFORCEMENT PROPOSED U3E; DAL, EN'S NOR7PUJEBT C47rRINCi DW DISHWASHER READ. REQUIRED PROJECT DESCRIPTION D.S. DOLLIN SPOUT FES. RESILIENT LEGAL DESCRIPTION: TAX MAP: 161350A DWG. DRAWING R.E.U.H. RECESSED ELEC. UNIT HEATER TAX LOT: Imam EA. EACH i--M, ROOM THE APPLICANT OPERATES DALTON'5 NORTHWEST CATERING FROM THE EXISTING E.I.F.S. EXTERIOR INSULATION R.O. ROUGH OPENING BUILDING LOCATED 8530 O.W, PFAFFLE. AS REQUIRED BY THE CITI- OF TIGARD, CYMA AND FINISH SYSTEM SC SEALED CONCRETE MR. DALTON IS REQUIRED TO OCTAIN A BUILDING PERMIT FOR THE CHANGE OF USE E.J. EXPANSION JOINT S.G. SOLID CORE FROM AN EXISTING RESIDENCE TO A COMMERCIAL CATERING ESTA5L15Hr TENT• SITE AREA: 10,890 S.F. ..25 AC. (1001%) ELEC. ELECTkIGITY OR ELECTRICAL S.F. SQUARE FEEL THIS SUBMITTAL IS FOR A SITE PERMIT SROM THE CITY OF TIGARD. ELEV. ELEVATOR SGC SMOOTH COLORED ;ONCRETE BUILDING FOOTPRINT: 1,289 S.F. (11.0%) c. EQUAL SHT. SHEET EXIST, EXISTING SSTAIN BUSINESS DESCRIPTIONHUBUILDINGAREA: 1,888 S.F. EXP. EXPANSION Si M. SIMILAR PROJECT: E.U,H. ELECTRIC UNIT HEATER STD. STANDARD A6PLIAL7 PAVING: 5,806 S.F. (50.4%) EXT. EXTERIOR STG. STAGGER THE CATERING 5USINES5 WILL PREPARE FOOD t DRINK ITEMS FOR OFF SITE F.D. FLUOR DRAIN STL. STEEL CONSUMPTION. NO ON SITE SALES OR DINNING IS PART OF THE BUSINESS OPERATION. LANDSCAPING 3,795 S.F. '37 Bq) F.E.G. FIFE EXTINGUISHEDALTONS CATERING R CABINET 570R. STORAGE rZ.H.C. FIRE HOSE CABINET STRUCT. STRUCTURE �^ G VE DAREA,�0 S FN. FINISH SUSP. SUSr=c .DED 8530 S.W. PAFFLE St. F.0.15. . FLOOR SYNTH. SYNTHETIC PREVIOUS LANDUSE ACTIONS �. PR��EQ TIGARD, OREGON 97223 �.U.F3. FACE OF BRICK T.O.S. TOP OF STEEL F.O.S. FACE OF STUD TEL. TELEPHONE SITE AREA: 10,890 S.F. 25 AC. (100%) F.R.T. FIRE RETARDENT TREATED THK. THICKNESS SITE DEVELOPMENT REVIEW: SDR 2001-00004 GALV. GALVANIZED TYP. TYPICAL ' GYP. GYPSUM U.ON. / U.N.O. UNLESS OTHERWISE NOTED MINOR MOD IFI GAT IONS BUILDING FOOTPRINT,. 1?89 S.F. <11.8q) — — CLIENT: HGT. HEIGHT UTIL, UTILITY BUILDING AREA: 1,888 S.F. - HIR, HORIZONTAL V.C.T. VINYL COMPOSITION TILE VARIANCE: vAR2001-00015 j ) VICINITY MAP DAVE DALTON HR. HOUR VERT. VERTICAL l ASPHALT PAVING: 5,491 BF. (50.4q ID. INSIDE DIAMETER V.W.C. VINYL WALL COVERING IN5UL INSULATION WC, WATER CLOSETEXTG. LANOSCAPING: 4,110 BF. (37.8 ) JST. JOIST WD. WOODBLDG. STRUCTURAL ANALYSES 17930 SW McEwan Rd JT. JOINT W.P. WATER PROOFING GRAVELED 4RE,�A,: 0 S.F. (0q) Tigard, Oregon 97224 LAM. LAMIi ;ATE WT. WEIGHT THE EXISTING RESIDENCE WAS REVIEWED FOR GENERAL COMPLIANCE WITH THE UNIFORM M.O. MASONRY OPENING W.W.F. WELDED WIRE FABRIC CODE FOR BUILDING CONVERSATION (UGBC). THE UGBC REVIEW IS ALLOWED UNDER THE PARKING: 8 TOTAL } ---- - MACH. MACHINE W/ WITH EXCEPTION TO THE OSSC, SECTION 3045. CITY OF TIGARD POLICY NUMBER 1-100 } Date: 12-12-01 MAX. MAXIMUM W/O WITHOUT STANDARD SPACES: 3 ESTABLISHED THE SELECTED PORTION OF THE UGBC WHICH ARE T BE IMPLEMENTED. XTG. EXISTING m Scale: COMPACT SPACES: 4 S.W. Drawn by: DJL ADA (I-IC) SPACES: 1 = PFAFFLE - - Checked by: JDA �— /� ✓ ,/�V��,/- ��^__ ����� ti'U s ' Job No.: 00--1101 0 ` Drawing No., P-COVER DEFFERED PERMITS G THESE DOCUMENTS ARE BEING PROVIDED FrR THE STRUCTURAL UPGRADE AND � REVISIONGENERAL COI` tmLIANGE ill/ CHAPTER 11 OF THE 0.5.5.C. \ I THE FOLLOWING ITEMS ARE NOT PART OF THIS APPLICATION AND SHALL BE / a SUBMITTED FOR AS A SEPARATE APPLICATION. / FILE COPY MECHANICAL F'.UM51NG FIRE SUPPRESSION SYSTEM 1 --. CITY Of TIGARD FPved tIVtheyw AYset+6rrrAep1�._........•• ;I 2Q113PERMIT NU. Seo Letter to a "– L� ; A leen Job A �.. r ►: r s .,,�� � C By — pale BUILDING PERMIT SUBMITTAL Pfaffle Str. 9530 0 ,01 BUP2002-00030 2 of 5 -- — - --J NOTICE: IF THE PRINT OR TYPE ON ANY I I I I (? IMAGE IS NOT AS CLEAR AS THIS NOTICE, l Ill� f5l!lIII IIII II �I IIII III IIII'III I I lIII II_I III IIII III-III I-I-I-I-I-I!-ill 111- I �IIIII I � I Iil-1 I-IIIIIIII !-II I ! � I ' IIIII I l 1 , - I- - = - $ ' 1 1 l l IT IS DUE TO THE QUALITY OF THEN.39 / ORIGINAL DOCUMENT T E 18Z 8Z GZ 9Z Z 6Z EZ Z ! tZ OZ 8I 8t Lt 9t Qi fit Et Zt ti r i 8 B L 9 IIII �iIIIIIIIIIIIliilllllili� �lilllllllilllllsillilii Ilisilli iIliiiil��iiil �iiil►�ii i..ii.i.lil.l.���duuu��l�u� �11� I [ u�l>u qui ll11llllllll,lill lL� I1111N11 FILL PIPE W/CONC ■ ■ \ I N", (BM70TN TOP) \ I \ \ a N ' c o ' \\ N S 8 I'• AL_PTFE • VACANT LOT � I _ FE ticT PART OF SUBMITTAL \ \ a ' 9025 S.W. Center St. - fi ord, Ore on 97223 TAX LOT 1200 28"4'CHERRT TF.EE I m y 9 \ I \'\ �_4" •GAL_PIPE Phone: 503 620-2086 1 PAINTED GREEN 1"m CHERF-0 TREE I 27 m MAPLE— rax: 503 684-3636 3° I ` \\ -- -- STATE HIGHWAY PROPERTY ��1 coNcr�TE "I"10 CHERRY TREE NWS . %I� \ I TAX LOT 1200 8"0 CHERRY TREEACCESS EASEMENT .04 AC \ I I I I I 1 � LJ I >--EXISTING 1_,4WN--'' I�' 1 BICYCLE RACK -EXISTING GRA LED NEW 6" CURB SINGLE FAMILY RE81D NCE EXISTING PARKING AREA `-�j 7 , I DECKS � �-J \ � Af SOT SCC i 1 1 NEW PLANTERS _.— ��y 1 1 1 I — F EXISTING A.C. PAVEt-1ENT ` � 15'-0" ACCESS EASEMENT 4.EXISTING CONCRETE , 1 SLAB FOR DUI"IPSTER 1 EXI>3tINCs RESIDENCEI13"0 NEW A.C.- 1 `FIR Tom, _OT: 1000 -EXISTING PAVED DRIVE 1 1 CELL TOWER TA:r LOT: 1100 a 1 8'-6" 8 -(o" .1140" i , I \ G� P�r�FF� C'nNIFER :--EXISTING CATCH 5451N _ B"C CONIFER11 kh __ 1 • 1 - I +' \ /4�,D �r �'A\\ ' OR G 4 XISTICYCLONE F \�L1' NG CE I 30"0 COTTON WL.) 1 1 9 I / `PAYED PARKING AREA OPEN DITCH EXISTIrIG APPROACH - ----� , EXISTING WATER METER I _ REMOVE EXISTING \` D 5 - D 'CK AMID PAVE. 1 17 m COTTON WD. E ` EDGE CF PAVEMENT I I r-------- _-i ✓�� 1' _ _ _ - I I UTILITY BOX I i i PROPO D 10'X19' w REVISIONS: —UTILITY POLE — TI � I I I SCREEN�D DUMP5ITE O O i ENCLOStRE GRADE. I' © I Qj 3-11-02 FLAN CHECK 1 e I AINEW :.URB D m << 5-1.3-02 PLAN CHECK i I WHEEL STO - I �ih� 5�� I 51TE 1/151T ANT `�j r FIRE HYDR :s " CONCRETE SLAB I —y q I ;cap z A-3 1-1-�?-03 GENERAL REVISIONS SITEPLANEXISTING CONDITIONS 1PROP05ED Y , I I •q 1�2°=10� CATCH BASI ` BIC CLE RACK- r BALCONY I 1 1 I NORTH , - 1 r,- AAIr 1 I Al.lr11AI/ / / III RAMP COMPRESSOR 'f IX STING STRIlGTU ENTRY TO LOWER LEVEL � � � I 1 PUEiLIC WAY. S I TE INFOi� 1'1AT ION I � - BMW WALK WAY ZL f LAWN TO BASEMENT EXISTING i (FOOD PREP) 001 RETAININS WALL I 01 SITE AREA 10 90 OF, 25AC. 11PU 90) 8 fd I —EXISTING LANDSCAPING PROJECT: — BUILDING 1,289 SF. (FOOTPRINT) (11.890) 0 �� ---EXIST ING PAVED RAMP TO FRONT ! ` �. DRIVE WAY DALTON'S CATERING BASEMENT=599 S.F. ADDITIONAL R.O.W. 1 I 1 FIRST FLOOR■ro90 S.F. SECOND FLOOR=599 5..=. DEDICATION �� ` EXISTING CATCH BASINS_ _ _ 8530 S.W. PAFFLE St. LANDSCAPING 6,461 S.F. (59.490) PAVEMENT 1 50 s.F. �14290� �.^� O , TIGARD, OREGON 97223 111 _-..._ �_ — --. _. — _-- — — — R I . � 1 �� • •. •1 �� • �� _-SSSS_. __-.,_ --- _..._._ GRAVELED AREA I04.&%) ,r �...,'. t,�,• t;. •.tip ,590 5.F •, ��1,1 N .1 v.� ` \ �`�•; .'✓! �.� �. .R'.f. �",it}.y .i.. :�. !.'�i,! n. 1 ..'1 i '•'•+� ,.'.3 i ..!', .1.,•,• �� i � '►• Y •�y �• .f � .. '��.' .►� ';'�'i. .Ati'i '� �!. f' .'•' 4 i ..re•%11'•R'•1'';:• �. `,•:I. \ - �. �.�. CLIENT: 3 PROPOSED 701 ' EXISTING APPROACH + DAVE DALTON ---� TO REMAIN 13_ ' SITE AREA - 10,890 SF. .25AC• 110rd9�J 0 O �'� �'� �'� � -� � � =--- '' '�� ,�� '�� .� NEW SIDE WALK t CURB � _- -----�---------- --i- - - 1- -- �- 17930 SW McEwan Rd BUILDING 1,289 SF. (FOOTPRINT) (11,8%) Q N ' EDGE OF A.G. DITCH TO BE BASEMENT=599 S.F. I NEW PAVEMENT FILLED Tigard, Oregon 97224 FIRST FLOOR1:650 SF, SECOND FLOOR=599 S.F. + Date: 12-12-01 � LAND:iC APING 3195 S.F. (31.890) ' Scale: AS SHOWN ( PAVEMENT--- 5,806 5F. (50.490) T��--- - '- - ---- S.W. PFAFFLE STREET _ _ _ _ _-- _ _ _ _ _.,.-- _ _ -- _ _ _ _ - Drawn by: DJL > EXI6TING■1,550 5F. ! Checked by: JDA PROP05ED■3,941 S.F. REFER TO APPROVED SITE WORK WITHIN THE PUBLIC Job No.: 00-1101 PERMIT DOCUMENTS FOR RIGHT OF WAY SH#:LL BE l DiNo.: SITE GRAVELED AREA ---- 0 S.F. SITE IMPROVEMENTS PERFORMED IN ACCOFDrawing DANCE WITH APPROVED STREET IMPROVEMENT DOrUMENTS P A R K I N G PREPARED BY HARRIS - McMONAGLE ASSOCIATES INC. BUILDING AREA--- -1,888 S.F. (ALL FLOORS) _ _ 1,88E, / 1004' 1.88 x 2.5 4.12 OR 5 SPACES REQUIRED (MIN.) _._....,..,...._._,._„.�..�.... SSSS. ,_..�.:� ._,....,.__._,._..._•....._..._........_.._.._.__ _.._.. __.;.•._.._... - __._ - .._„_..._ - /\ 1158 ! 1000 = 115 x 4.5 = 1.87 OR 8 5PACE3 REQUIRED (MAX.) / 8 SPACES PROVIDED - _-SSSS._. - .._.- FIRE NYDRANT--� I SITE PLAN SITEPLANPROPOSED IMPROVEMENTS __- _,o SHEAT NORTH 1 1 Pfaf s Slr.8530 s . BUP2002-00030 3 of 5 I SSSS:,�• NOTICE: IF THE PRINT OR TYPE ON ANY I 11 I I 1 1 I 1 I I I I III III I I III III ILII "III III III I IC I I I'I I I III I I III III III III III III III I�jI I I I I III III III III III III 1111 1 1 I ' I I I 1111111 III III I l i l l 11 III III VIII I Ir >GE IS NOT AS CLEAR AS THIS NOTICE, --I 1--I ! 1 - L I $ I I I IU I 11 I I 1� _ �_ __ __l ____ _ _�___ ____ __ J IT IS DUE 10 THE QUALITY OF THE No 36 J T� ORIGINAL DOCUMENT £ 81Z 8fZ I GZ 9Z �Z 6Z LIZ Z i1Z O1Z R([ RI Lt 9i 41 fiI £I ZI TI t 8 9 L 9 I 9 fi E Z 1 IT�����e i IIII IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIII�II I ' I '�' I I I 1 i ' 1 1 1 1 i III I�IIIIIIIIIIII. IIII�IIIIIIIII�III�III �illllllll�lll lllll�lllllll I I II� 1 1 IIII IIIII� III III �I IIIIIIII.IIIIIII�IIIIIIIII�III,IIIII�II�IIIIiI� (IIII IIII � � I 1 II llll�lll►II►IIIIII�IIIIIIIII�lW�1ll11ll1lllllll f I � � III �lllllllllllllllllll.l II �N . - ........._. _SSSS ...�-s..,,r,..�. .. >G9Al:aTT-JJJ9�1C3 F�AI�I� 4AIG>�AIG�- p�)S 7 NEW 5TR19D ROUTE. Nico SEE SHPET LISEE GENERAL NO 3W - 7 It -� NEW CQNCR�E SLAB - 4 LL , > %., FRIDGE AND STAEI�,t1JAY LIFT. 3 ---- - RSMG1v'= EX46T W- r .� f4j �,- tSEE SHE 2.2.-•-,. // � l � � 97213 �ee+�-�� - . � , , �� ' � � 9015 �.�1. Center St. Tigard, )reo�REPGE3' 0" W.DD69R: �)1��"IP � COUNTER W DOOR 611,466 11,41, - � -- r4 - -- EXISTING STOVE / �/ / � =�e� C - 0 Phone: 503 620-2086 DBL 2x AT USE t tiAf�rc - KITGH N OVEN W/ HOOD Frl;<: �503� 684-3636 HD5A W/ PREF E �� �' TO BE REMOVED. / WALL ENDS (2) 3/4"m M.B. L-�-� �-�- OUTLINE OF_ (TY'PJ-- I � � � U -- n DECK ABOVE RAISED FLOOR LEVEL �7F REGENTLI'- - �� �'��. I a ,� - ---------- -------------- -- - -- - - - _ ENCLOSED PORCH TO MATCH FLOOR i ` OF EXISTING STRUM TUE. �j ,l`- � i Q� C - O O �---SHEARWALL 6A SEE GENERAL NO'i E� BELOW. i 5EE DETAIL 1 FRAMING C / Sze- 11 � el &v-, I _. :-- HOLD DOWNS 2 - T ,. � /' ► c. � AC UNIT • . • i ill' __ ; ,--- - --- -- a I COMPRESSOR FOR THE WALK- • COOLER �y 71 1 COMPARIl`1ENT SINt< - ---- REMOVE EXISTING SLIDING GLASS DOOR - / I LO DRAIN •• AND INSTALL 3'-0" WIDE DOOR W/ FLOOR DRAIN— 1/2" ' L �% 1/2" MAX, THRESHOLD HEIGHT. • ' Ll • • ' J _ _ � � - - --- � -EX15TiNG REST - i 3/4"� A30-1 THREADED �` --- �, Q \ i-SOWER".' I ROOM TO BE ROD EMBEDDED 5 MIN. y� TALL IREVISED TO Wha INTO CONC. STEM WALL. ji RP'' MEET ADA V ATTACH W/ SIMPSON 5ETn REQUIREMENTS FLOOR 560 SF.AD'-E5VE. r -- 1 , - ELVATION GENERA_ NOTES REMOVE 1=XIgTISHEARWALL SW 6A _ A$ ------ --- ---- II 11 EXTEND EXISTING _- /� /.fir /'r - -_�.}- ,•. .. _ � I 1 REMOVE EX15TIN 1/2 I -0 HANDRAILS ROOMMECH�IG VLA 0 DOOR AND REPLAGE NOTED, SEE RAISED FLOOR DETAIL. 3 ` j�h ,4 W/ 3 WIDE DOOR IN51DE HANDRAIL `�� ,/�/� MODIFY OPENINGS AS GAS � - FRAME: TO BE CONTINUOS - JN t REQUIRED./2\ METER __ SHFARWALL NOTES: PROVIDE 2 x 8 P.T. LEDGER AROUND PERIt"ETER OF EXISTING ENCLOSEL) l \ I AT XI TIN WALLS WHICH ARE PORCH, NAIL TO EA. WALL STUDS W/ (2)16d NAIL5 AND TO EXISTING - ��� PR�FF Of�ICE Ig° 0, 12" uJRK :ITCHENrr�� �Y�x" �5e��'I SHADED WALLS LOCATE E 5 G LL RIM BOARD W/ TWO RUWB OF 164 NAILS AT 12 �') . DENTIFIED A5 SHEAR WALLS (SW). THESE WALL MEET THc MIN. a ca -s �, �.�,PRESCRIPTIVE PROVISIONS FOUND IN THE lee? UNIFORM FLOOR ^ ENTRY 1 BASEMENT ■ 599 E►F. � L ; \�TjE CODE FOR BUILDING CONSERVATION, CHAPTER 6. INSTALL P.T. 2 x 8 FLOOR JOIST AT 12" O.G. W/ 51MP50N LU543 HANGERS � ` TO LEDGERS. USE P.T. 2 x 6 OR OUTDOOR WOOD FOR DECKING. PROVIDE L-� CHESS _ ' ^ i�F IJ SW - 1/4" MIN. TO 1/2" MAX, AIR SPACE BETWEEN BOARDS. FLOOR DECK U FREE ER i /f^!`G� /�/ rF ?��hqy INFILL BATHROOM WINDOW W/ STANCARD �x FRAMING, SHEATH _ BOTH SIDES W/ 1/2" GYP BOARD. ATTACH W/ 5d COOLER 6 �" O.C. N.r�v`�- I ��.q9� - 2.) SW - 6 REMOVE EXISTING GYPSUM BOARD FROM KITCHEN SIDE OF WALL. -- ' L ~� EXHAUS .� SITE INSPECTION BY NE.I. REPRESENTATIVE .5 REQUIRED AFTER USE 2 P.T. FOR RAMP FRAME MEMBERS AND 2 x 4 P.T. FOR RAMP SURF E. SW - 5 SW - 5 EXISTING SHEET ROCK ON KITCHEN SIDE HAS BEEN REMOVED. faEGKING. EKING SHALL HAVE SLIP RESISTANT SURFACE. SPAC TWEEN _` �'��� ,1 HOOD ��� W. � REVISIONS: DECK MEMB��ALL HAVE 1/2" MAXIMUM 41R SPACE. ----- 3J SW - 6 RAMP SHALL HAVE A� IMUM RISE OF 6" AND MA SLOPE OF I" RISE ' SHEATH K, :HEN 51DE OF WALL W/ 1/2" CDX, FULLY BLOCKED AND 12 RUN (8.33go � WAL<-IN + C GRILL 3-11-,a2 PLAN GNECK 4 ATTACHED W/ 8d NAILS m 3 O.G. 4 THEN FINISH W/ GYPSUM BOARD. SLOPE .- L � L 4J SW - 10 \ 1, OVICE A SMOOTH TRANSITION N RAMP AND EXISTING A.G. FREEZER `�_��- i 1111 4-2E-02 PLAN CHECK INFILL WINDOW IN FRONT OF WALK-IN FREEZER W/ STANDARD LANDING 5+;ALL BE LEVEL HAVE 5-'WTH TRANSITION BETWEEN � C i SITE v151T 2x FRAMING, 4 SHEATH INTERIOR W/ 1/2" (MIN.) GYPSUM BD 4 RAMP AND ENCLOSED CH, \ ----- -- L=\ 1-23-03 GENERAL EXTERIOR W/ 1/2" (MIN.) CDX PLYIL'OOD ATTACH W/ 5d _ RE`,/151ON6 COOLER 0 1" O.C. ALTERNATE- P AND LANDING MAY BE CONSTRUC W/ CONCRETE. PROV IGHT BROOM FINISH FOR SLIP RESISTANT SURF INSTALL ELECTRIC. \ SW - 10 5W - 10 B) ALL OTHER SHEAR'WALLS .ARE BUILT ADEQUATELY GA ANIZED FLASHING BETWEEN CONCRETE AND WOOD MEMB METER - ,--!Nr-ILL Eh.STING WINDOW AT 3HE4RWALL 10 D 1 S A B L E D DETAILS AND NOTES : INSTALL NEW GRAB BARS FIRST FLOOR AND BASEMENT PLAN 33" TO 36" ABOVE TO FINISH FLOOR. PROVIDE BLOCKINCi 36" MIN. I'1-19 -�_-- AT CONNECTION LOCATIONS.---------� ` '_ 1-''� O 1/4" I'-Q)" 36,E-. 6 MINS-'RENO/E FURRED OUT WALL TO PROVIDE 18" MIN. CLEARANCE. Z 12 _. _ IF UNABLE TO ACHIEVE l8" MIN. --__ - CLEARANCE, RELOCATE TOILET �--- - ASNECESSARY Z j n Y' RELOCATED HAND 51N�� z _ REMOVE EXISTING SHOWER STALL. = � 1 / � E- le 2 E F - _ ------REMOVE EXISTING DOOR. Z = UTILIZE EXITING PLUMBING TO � AND INFILL OPENING �' 'd• � CONNECT TO NEW SINK.---- _ in , � '15 rING _ r- ry at , , INFILL E?. ----- ' 11AINTAIN 13" MIN. CLEARANCE WINDOW FOR SHEARWALL 2�" EXISTINCs BALCONY PROJECT: -_ - AT SECOND LEVEL DALTON'S CATERING _ '� ,,-' i `��i --REMOVE EXI5TING SINK \ P^IN. 6 MAX. `�' �� >C" �; 1 �,�� SW - ` y_ 5W - 2 KNEE CLEARANCE J TOE CLEARANCE ��� I �� DEPTH INSTAI. L NEW WALL AND SINK >� i ---REPLACE EXISTING DOOR W/ 18530 S.W. PAFFLE St. (A) BACK WALL (A) SPOUT HEIGHT AND KNEE CLEARANCE 1 / -� -- -� NEW 3068 DOOR W/ LEVER. to TIGARD, OREGON 97223 54" MIN. 5'-0" MIN. , ��F; RELOCATE EXISTING DOOR 12" 42 MIN. 48" MIN. `, AS REQUIRED. ( CLIENT: UNUSED AREA CLC 4R FLOOR (FUTURE OFFICE) SPADE Z DAVE DALTON TOILET 17930 SW McEwan Rd PAPER ° 61 BATHROOM ALTERATIONS_ A, Ti yard 9 ore on 97224 01 m 1/4" = 1'-0" SECOND FLOOR ■ 599 S.F. 5 r- Il" MIN, PREPARE FLOOR AS REQUIRED FOR NEW ATTIC n Date: 12-12-01 VINYL FLOORING AND RUBBER BASE • Scale: 1/411=1 1-Otp I (B) CLEAR FLOOR SPACE (15) CLEAR FLOOR SPACE Drawn by: DJL Checked by: jda Job No.. 00-1101 DISABLED NOTE—0CONTINUE SLOPED /x'--- HANDRAIL t DISTANCE _ 1jt441"4 � �= Drawing No.: p-floor_delt_2 1. CONTROLS, OPERATING MECHANISMS AND H41RCX�4RE, INCLUDING EQUAL TO THE EX'STING ----- — SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND HEAD WIDTH, THEN ELECTRICAL GONVENItiNGE OUTLETS IN ACCESSIBLE SPACES, ALONG e' MIN. TO 12' LONG. ACCE5515L.E ROUTES, ORAS PARTS OF ACCESSIBLE ELEMENTS SHALL EQ EQ COMPLY WITH SECTION 110e.32 OF r.a.5.c v , �(C'yr lie �t� \EXTEND HANDRAIL 2 HANDLES, PULLS, LATCHES, LOCKS AND 'T�.~R OPERATING DEVICES ON DOORF, WINDOWS, CABINETS, PLUI`BIND, FIXTURES AND STORAGE l� TO POSSIBLE EXTENT FACILITIES SHALL #-!,,",E LEVER OR OTHER SHAPE PERMITTING OPERATION D T- WRIST OR AR''' PRESSURE AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWIS? ''!G TO OPERATE, THE FORGE REQUIRED TO ACTIVATE SUCH EQUIPMENT &;WALL BE NOT GREATER THAI 5 POUNDS FORCE. DOORS 12" REA SHALL COMFLY WITH SECTION 1109.9 (SECTION 112�9.3.1i UNUSEG� (FUTURE OFFICE) r J 3. THE HIGHEST OPERABLE PART OF EN.'✓IRONMENTA!- AND OTHER CONTROLS, DISPENSERS, ELECTRICAL At'D COMMUNICATION SYSTEM RECEPTACLES ��p � tQ�•(°� r ON WALLS AND OTHER OPERABLE EQUIPME=NT ,.HALL BE WITHIN AT LEAST �T�l ONE OF THE REACH RANGES SPECIFIED 'N SECTION 1109.2 AND NOT LE55 -- -------- j jq) COr1MUNICATION S SYSTEMS RECE=PTACLES ON WALLS SHALL BF- MOUNTED THAN aro" ABOVE THE FLOOR (SECTION 11(493.2) 5W - I 1 SHEE HANDRIAL EATENSIONS 2ND FLOOR AND ATTIC PLAN - - Pia(ile S« 8530 3 ___ _ �_ _ _��___ — NUP2002-00030 /2" = 1' 0" li4" 1'-0 2 . 1 4 or 5 Z O --- — t NOTICE: IF IHE PRINT OR TYPE ON ANY I I I I I 1 f IIIIIII IIIIIII I I I A I IIIIIII I I I I 111 IIII 1 11 11 111 111 IIIIIII IIII! 1 IIIIIII I l l l l 1 1 IIII 1 11 h i l l I III III IIIIIII IIIIIII I l l l 1 I IIIiIII 1 11 1' 1 1 III III 1 1 1 11 1 1 IIIIIII I I I I I I I 1I 3 I 4 �-, g 10 11 1LI �� M 5 IMAGE IS NOT AS CLEAR AS THIS 11"OTICE, �- 1 - —1--- -- — 1 _l ---- - 1- ----- - _ --- gl 1 -----�- - ---._...---1 ��'.` L-(_.LJ IT IS DUE TO THE QUALITY OF THE No 38 6`=`-=� � '�'�"�`'�"�"`"` ORIGINAL DOCUMENT i s [ �z[>< T i I t',, rrc, Ie 1I 'b s z I i 1 M11N pp iJ, IIIi�llll. IIII�IIIIIIIII�!III II!Illill�llll�llll�llll�llll�111111.11111111JtUI [Lill1111110 IIIllirll o�I I III ��Illlllll�illllllll IIIIIIIII�IIII IIL�IIII�III ,111111 III II i� IIIIIII .I IIII IIII IIII N im c 0 110 F IN I - • 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 Fax: 503 684-3636 -_- X, REMOVE EXTG. WINDOW AND INFILL TO MATCH EXTG. E.D PROF \ EAST ELEVATION NORTH ELEVATION % ��� Btib" • I'-m" A v8" , , _0, /'�� 16,507 REVISIONS: 3-I I-m2 F'L AN CHECK 4-25-02 PLAN CHECK / SITE VISIT FROJECT: DALTON'S CATERING i REMOVE EXTG. WINDOW i� AND INFILL TO MATCH EXTG, 85,30 S.W. PAFf- LE St. TIGARD, OREGON 97223 111 111 r, DUMPSTER ENCLOSURE ` i i EXISTING WINDOW SHALL BE ro' HIGH CYCLONE - MADE UNOPERABLE OR RELOCATE EXHAUST FAN ,, L --- -- --- _--=-----�-- FENCE W/ SIGHT - - ---- ----- ; -_ -- CLIENT. TO ALLOW A MIN. OF 36" OF '% ---` ---_�' _ OBSCURING SLATS -^ - CLE4RANCE FROM FAN TO // ---- _ DUMPSTER ENCLOSUREEXISTING CYCLONE �-- - DAVE DALTON WINDOW. _ rte__ ___ --_ �-- 6' HIGH CYCLONE FENCE. ---- -_�� a� EXHAUST I AN�r �� FENCE W/ SIGHT / — _----- EXISTING PORCH A5 EEN RECENTLY 055� Ur-ZING SLATS - — 17930 S W M c E w a n R d EXISTING WINDOW HAS BEEN-- ENCLOSED. INSTA L EW FLOOR AND 3 WIPE DOOR. PR VIDE NEW LANDING Tigard, Oregon 97224 INFILLED AT INTERIOR SIDE. - ___ �- -- ' ' ` `�; i' '` . , I --"-- � - ' i/,- � EE //. _, _- `- !>:,•<' , + �r�; t AND RAMP. REFE O SHEET 2.1. -L, ----------- Date:Date: 12-12-01 REMOVE EXISTING 5LID!NG Scale: 1/811=1 O-0" GLASS DOOR AND REPLACE DraAn by: DJL W/ 3068 DOOR AND RFLITE. PROVIDE SAFETY GLASS Checked by: jda IN BOTH DOOR AND LITE. L� Job No.: 00--1101 Drawing No.: p-elev WESTELEVATION SOUTH ELEVATION -- --�- SHEET Pfaffle Str. 8530 3 • � BUP2002-00030 i 5 of 5 +- -"�' riei.,a► +war' NOTICE: IFTHE PRINT ORTYPE ONANY Ir IIr1111 111 111 111 IIt 1 i 111 lII III t I IIt III IIr f(tIIII III III I I tIt III III IIIIIII III 111 I�jI�1II III ►IIII I IIS III IIi I I (�I !(I Ijl t l tIl l(I 111. IhI�11! IIII III I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO HE QUALITY OF THE __ _ --�T-_ " " ®"=�_ ORIGINAL DOCUMENT �► Aor,, 8868SIL �9 E �iiYl1M li ' IT I IIII II ��� ►�� III IIS ► �IIIIIIIIIIIIIIIIIIIIIIIIII►� ►I�Illlllll��� ►�IIh I1111 , � U�11: 1LL1111 IIIIIIIIIIIIL�uIIII �N��► llll II�III��I II►III��� ���I ��� ���III II II IIIII i11I I II�I Ilul luillIIII 111u11111 .I