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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/23/2022TENANT IMPROVEMENT SHEET INDEX G 10 COVERSHEEr G200 EXISTING SITE PLAN (NO PROPOSED CHANGES) G201 EXISUNG IMPRV / PRV AREAS (NO PROPOSED CHANGES) ECI AS -BUILT ELEVATIONS EC2 AS -BUILT ELEVATIONS AI 15 TENAM IMPROVEMEM FLOOR PLAN A2I0TENAM IMPROVEMEM ELEVATIONS A2I5TENAM IMPROVEMEM ELEVATIONS N 1 CB ANDERSON ° I ARCHITECT z O u'i 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 �- Fax 782-5624 JCK Birdz LLC K CLIENT: Joe Karcher C, 875 Country Club Road p Eugene, OR 97401 0 D/ Olt I W •r fY N E Y W Q) II c z 0 0 0 U M r- 00 N N M W N 13 M � � O d O V 41, _ o mW X a � ~ I OO aH z Y � U >^ Z R U J =o° _ m 0 0 Y uj Ill L� :2E o F >IL Z_ F U Q O n �' n W W_ O K s a N N REVISIONS: z--------- O _______ — ----- Q__________ L C1 -------------- -------------- --------------- 7 O K a DRAWN BY: CF Q V SCALE------------------: N N DATE: OCT 25, 2x22 z ------------------- z O JOB NUMBER: 1906.0 ------------------F z SHEET NUMBER: O U K O G100 O BUILDI" "T 486'-1 Lk-WINDC mu 4' - 2 EAST ELEVATION (ALIGNED WITH MOHAWK BLVD) SCALE: 1/4"= 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" AIN LEVEL OIL -465'-6" u 2. CB ANDERSON ARCHITECT PLLC. 7209 Greenwood Avenue Norih Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: CONSULTANT: N Z O O Q i > n W_ LU J 6L m W (9 30 Z CL. O Q) w m N U o c W Q L a 0 U) REVISIONS: DRAWN BY: AM, CF SCALE: 1/4" = 1'-0" DATE: 15 NOV 2022 PROJECT NO: 1906.0 EC1 ME -47 - MAIN 465' - �-& BUILDING HT. v 486' - 10 3, NORTH ELEVATION (DIRECTLY FACING DOUBLE DOORS OF ENTRANCE) SCALE: 1/4"= 1'-0" NORTH��St� SCALE: 3/16" = 1'-0" jk BUILDING 486' - 10-3—/ MEZZANIN v 475' - 4N Lb MAIN LEVE W-1 465'- 6" N O RTEAST Z - SCALE: 3/16" = 1'-0" LEVEL n 465' - 6J" ES 'E'LEV I V DIRE T FA (NIG V iRH UGH NDO ) SCALE: 1/4"= 1'-0" CB ANDERSON ARCHITECT PILI -C. 7209 Greenwood Avenue Norih Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: CONSULTANT: N Z O O Q o i > n W_ LU 6L m J W C9 Z 30 CL. O Q) w m N U o c w Q L a 0 REVISIONS: DRAWN BY: AM, CF SCALE: As indicated DATE: 15 NOV 2022 PROJECT NO: 1906.0 LE IC 2 I F /v v oq _ O3 IS) X x EXISTING FIRE HYDRANT N I � OLYMPIC STREET - e �w Uy ZONE: LOW DENSITY RESIDENTIAL ` y1Y�- ;SOQ H _S89_56'09_E 121.57'_ - - x - m ITT Lu lu r Lu 7-7 — �Sp h° T J 1 ,� 3 4 6Yr 6= 7 F R' a O 8 N / \ z z 2 ,o O \ \ H- - :H R R, N o N U_ c -I o 1 tt n " mq �4 Dyws K oA e° O Z 1 10 FOOT UTILITYw EXISTING SITE AS -IS EASEMENTRIP C. NO. 7586801 ® F J 16 Q W ° z p 8 9 10- / I / m Q N c a K ,I _ WET - w a ICV — i a,° 12 W / b� w 18 - -L° Yt �ti'�I 19 - - - - - - - - - - - - X901' a•• �6 - ^ � � �� / zs / / C) - M F NGPARKING SPALLS 19 W / ri IX�f / Q.Q � /� m O COMPLIES WITH FINAL TENANT IMPROVMENT AREA -- SFOOT UTILITY ig )0' EASEMENT Z '0 W� / QW REC. N0.89102 o ESTOP I g - 1 a 16" O U oQ � - F RDI Rol RDI D 2-12" %,1T.. =ti' GOO W - 21 I a. 2 J Z ^. _g 1 , T c OO / EXISTING SITE AREAS. (NO CHANGES PROPOSED) SEE G201 Q a EXISTING BUILDING ROOF OVERHANG FOOTPRINT 3,601 SF = I 1 2; EXISTING ACCESSORY BUILDING ROOF OVERHANG FOOTPRINT 369 SF I O a°7�°^ ICON �a EXISTING PARKING,SIDEWALKS, PATIOS, AND ALL OTHER HARD -SURFACES 18,611 SF 57% \ � EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS). 9,926 SF =31 % JF /.' ° P I / / / TOTAL AREA: 32,507 SF a / m ::YV... FF -465.60' TENANT IMPROVEMENT IN E(RTING STRUCTURE DAVE'S HOT CHICKENo- ° / /°0 2,642 SF NET AFTER TENANT IMPROVEMENT / h SEE SHEEP AI05 FOR FLOOR PIAN 1B 1 I .4i 21 / V / I / m '0 EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM ° VICINITY MAP ppp W H. JB E a a Ch Q°F. j EEEI- m w r r x In EU- DE Rk lia Nn� ��e�.ae, .. „�wE�,« LULL -3 • � 4 Q TRAFFIC SUMMARY PROJECT SUMMARY I' A TRAFFIC IMPACT STUDY JIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES y NOT EXCEED 1,000 ADT OR 100 PEAK HOUR TRIPS. SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BANK -RETAIL TO RESTAURANT- NO SITE O / o= WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK / ITE TRIP GENERATION I I TH EDITION HAS LAND USE (934) FAST FOOD DRIVE UP) 01 / RESTAURANT WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/1 OCUSQ.FT Q / AND A PM PEAK HOUR RATE OF 50.94 TRIPS/1 OCU SQ. FT. SITE AREA (MAP # 17-0325-31, TAX LOT #S -02700,-02M, -03100): 32,507 SF F HE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP ZONE: MIXED USE COMMERCIAL v RATE OF 100.35 TRIPS/1 OOOSQ.FT. AND A PM PEAK HOUR RATE OF / 27.92TRIPS/I OCUSQ.FT. PARKING (4-6-100): 1SPACE PER IN SF EATING AND DRINKING EST. W TENANT IMPROVEMENT NET AREA: 2642/ 100=26 STALLS REQUIRED, 28 EXISTING z WITH AN EXISTING 3,650 SQ. FT. DRIVE-IN BANK AND A PROPOSED 2,915 SQ. H. z m4 FAST FOOD RESTAURANT THE PROJECT REMAINS UNDER THE TRIP THRESHOLD FOR BIKESA per 600 square Feet of floor area 2642/600 =4.4 =4 O PROVIDED: 25% LONG-TERM, 75% SHORT TERM. REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK HOUR TRIPS AND 996 ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS NEW WEEKDAY TRIPS. -- -- - - - - -- OTR a� o, N (NO CHANGES) O R` fT / / / EXISTING SITE PLAN l"G GV e SCALE: I"=2T CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 P 10 z 0 0 p N M O r O J Q H azLU o Y o- ,n J U y W �W Amo XLUFY = a o O � u; W LU :�E LD F v a r- Z W W 0 n W O � a REVISIONS -- - -- --------------- ------------------- ------------------- ------------------- ------------------- DRAWN BY: CF ------------------- ------------------- SCALE: 1/ 16" = 1'-0" ------------------- DATE: -------- 25, 222 -- JOB NUMBER 1906.0 SHEET NUMBER: G200 2E 23 J 27 SFOOTUTIUTY Z Rs ss — W REC. NO. 89109 z W W W J EXISTING 369 SF ROOFED ACCESSORY STORAGE BUILDING, w 28 S-2. TENANT IMPROVEMENT FOR TRASH ENCLOSURE - X MAINTAIN HYDRAULIC ISOLATION INSTALL NEW SHIER GB z24 I HYDROMECHANICAL UNDERSLAB GREASE INTERCEPTOR z w W ❑ EXISTING ROOF OVERHANG v "� O J ^ EXISTING DRIVE -UP WINDOW REMODELED W z M zs TO ON-LINE ORDER PICK-UP O EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS). 9,926 SF =31 % JF /.' ° P I / / / TOTAL AREA: 32,507 SF a / m ::YV... FF -465.60' TENANT IMPROVEMENT IN E(RTING STRUCTURE DAVE'S HOT CHICKENo- ° / /°0 2,642 SF NET AFTER TENANT IMPROVEMENT / h SEE SHEEP AI05 FOR FLOOR PIAN 1B 1 I .4i 21 / V / I / m '0 EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM ° VICINITY MAP ppp W H. JB E a a Ch Q°F. j EEEI- m w r r x In EU- DE Rk lia Nn� ��e�.ae, .. „�wE�,« LULL -3 • � 4 Q TRAFFIC SUMMARY PROJECT SUMMARY I' A TRAFFIC IMPACT STUDY JIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES y NOT EXCEED 1,000 ADT OR 100 PEAK HOUR TRIPS. SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BANK -RETAIL TO RESTAURANT- NO SITE O / o= WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK / ITE TRIP GENERATION I I TH EDITION HAS LAND USE (934) FAST FOOD DRIVE UP) 01 / RESTAURANT WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/1 OCUSQ.FT Q / AND A PM PEAK HOUR RATE OF 50.94 TRIPS/1 OCU SQ. FT. SITE AREA (MAP # 17-0325-31, TAX LOT #S -02700,-02M, -03100): 32,507 SF F HE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP ZONE: MIXED USE COMMERCIAL v RATE OF 100.35 TRIPS/1 OOOSQ.FT. AND A PM PEAK HOUR RATE OF / 27.92TRIPS/I OCUSQ.FT. PARKING (4-6-100): 1SPACE PER IN SF EATING AND DRINKING EST. W TENANT IMPROVEMENT NET AREA: 2642/ 100=26 STALLS REQUIRED, 28 EXISTING z WITH AN EXISTING 3,650 SQ. FT. DRIVE-IN BANK AND A PROPOSED 2,915 SQ. H. z m4 FAST FOOD RESTAURANT THE PROJECT REMAINS UNDER THE TRIP THRESHOLD FOR BIKESA per 600 square Feet of floor area 2642/600 =4.4 =4 O PROVIDED: 25% LONG-TERM, 75% SHORT TERM. REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK HOUR TRIPS AND 996 ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS NEW WEEKDAY TRIPS. -- -- - - - - -- OTR a� o, N (NO CHANGES) O R` fT / / / EXISTING SITE PLAN l"G GV e SCALE: I"=2T CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 P 10 z 0 0 p N M O r O J Q H azLU o Y o- ,n J U y W �W Amo XLUFY = a o O � u; W LU :�E LD F v a r- Z W W 0 n W O � a REVISIONS -- - -- --------------- ------------------- ------------------- ------------------- ------------------- DRAWN BY: CF ------------------- ------------------- SCALE: 1/ 16" = 1'-0" ------------------- DATE: -------- 25, 222 -- JOB NUMBER 1906.0 SHEET NUMBER: G200 2E 27 SFOOTUTIUTY EASEMENT REC. NO. 89109 z W J EXISTING 369 SF ROOFED ACCESSORY STORAGE BUILDING, w 28 S-2. TENANT IMPROVEMENT FOR TRASH ENCLOSURE - X MAINTAIN HYDRAULIC ISOLATION INSTALL NEW SHIER GB I HYDROMECHANICAL UNDERSLAB GREASE INTERCEPTOR w ❑ O 4FOOT GATFW O EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS). 9,926 SF =31 % JF /.' ° P I / / / TOTAL AREA: 32,507 SF a / m ::YV... FF -465.60' TENANT IMPROVEMENT IN E(RTING STRUCTURE DAVE'S HOT CHICKENo- ° / /°0 2,642 SF NET AFTER TENANT IMPROVEMENT / h SEE SHEEP AI05 FOR FLOOR PIAN 1B 1 I .4i 21 / V / I / m '0 EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM ° VICINITY MAP ppp W H. JB E a a Ch Q°F. j EEEI- m w r r x In EU- DE Rk lia Nn� ��e�.ae, .. „�wE�,« LULL -3 • � 4 Q TRAFFIC SUMMARY PROJECT SUMMARY I' A TRAFFIC IMPACT STUDY JIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES y NOT EXCEED 1,000 ADT OR 100 PEAK HOUR TRIPS. SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BANK -RETAIL TO RESTAURANT- NO SITE O / o= WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK / ITE TRIP GENERATION I I TH EDITION HAS LAND USE (934) FAST FOOD DRIVE UP) 01 / RESTAURANT WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/1 OCUSQ.FT Q / AND A PM PEAK HOUR RATE OF 50.94 TRIPS/1 OCU SQ. FT. SITE AREA (MAP # 17-0325-31, TAX LOT #S -02700,-02M, -03100): 32,507 SF F HE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP ZONE: MIXED USE COMMERCIAL v RATE OF 100.35 TRIPS/1 OOOSQ.FT. AND A PM PEAK HOUR RATE OF / 27.92TRIPS/I OCUSQ.FT. PARKING (4-6-100): 1SPACE PER IN SF EATING AND DRINKING EST. W TENANT IMPROVEMENT NET AREA: 2642/ 100=26 STALLS REQUIRED, 28 EXISTING z WITH AN EXISTING 3,650 SQ. FT. DRIVE-IN BANK AND A PROPOSED 2,915 SQ. H. z m4 FAST FOOD RESTAURANT THE PROJECT REMAINS UNDER THE TRIP THRESHOLD FOR BIKESA per 600 square Feet of floor area 2642/600 =4.4 =4 O PROVIDED: 25% LONG-TERM, 75% SHORT TERM. REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK HOUR TRIPS AND 996 ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS NEW WEEKDAY TRIPS. -- -- - - - - -- OTR a� o, N (NO CHANGES) O R` fT / / / EXISTING SITE PLAN l"G GV e SCALE: I"=2T CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 P 10 z 0 0 p N M O r O J Q H azLU o Y o- ,n J U y W �W Amo XLUFY = a o O � u; W LU :�E LD F v a r- Z W W 0 n W O � a REVISIONS -- - -- --------------- ------------------- ------------------- ------------------- ------------------- DRAWN BY: CF ------------------- ------------------- SCALE: 1/ 16" = 1'-0" ------------------- DATE: -------- 25, 222 -- JOB NUMBER 1906.0 SHEET NUMBER: G200 L2: 81 L1:43 H2 18,55D SF - B2 369 SF - L3: 5,509 SF L4: 9 SF L5 112 SF L6: 29 SF L7: 40 SF L8: 514 SF L9: 137 SF H1:61 SF LI0: 3,452 SF B 1: 3,601 SF N (NO CHANGE) EXISTING AREAS SITE PLAN SCALE V" 20' 43 SF / L2: 81 SF / L3: 5,509 SF 206-782-2911 L5 / 112 LS 112 SF Eugene, OR 97401 L6: 29 SF / L7: 40 SF 514 SF L9: 137 SF / LI O: 3,452 SF 32,507 TOTAL SF / 0r - L3: 5,509 SF L4: 9 SF L5 112 SF L6: 29 SF L7: 40 SF L8: 514 SF L9: 137 SF H1:61 SF LI0: 3,452 SF B 1: 3,601 SF N (NO CHANGE) EXISTING AREAS SITE PLAN SCALE V" 20' CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 P '0i �z O 000 r- W M N N M ltl N M Z 0r - 4X Q r mj F- 0 IL J W Q H z LU >^ n Z �^ U rn N W 0 ~o mo Y =ao X� W Qi LU Y) 0 u; LU :�E (D F ] z U Q r - W W W V) O x U) M a REVISIONS: ------------------ ------------------ DRAWN BY: CF ------------------- ------------ SCALE: 1/w= l76. ------------------- DATE: OCT 25, 2722 ------------------- ------------------- JOB NUMBER 1906.0 ------------------- SHEET NUMBER: G201 O�D<ISTING DOOR EXISTING ACCESSORY S-2 BUILDING IS THE CONSTRUCTION TYPE OF A TRASH ENCLOSURE N TENANT IMPROVEMENT \ FLOOR PLAN OF TRASH ENCLOSURE SCALE: 114" = U-0' NEW INTERIOR STUD WALL ONLY FOR PLUMBING EXISTING WALLS APPEAR TO BE EMIRELY MASONRY, BUT NOT SURE. NO PLANS TO REVISE OR ADD INSULATION. PLAN IS TO ONLY ADD UTILITY WALLS WHERE NEEDED N m m mm D REVISE OR INFILL EXISTING BANK TELLER DRIVE-THRU WINDOW PICK-UP WINDOW FOR PRE -ORDERED ITEMS. REVISE OR INFILL EXISTING STOREFRONT WITH NEW PASS-THRU WINDOW VERIFY/PROVIDE HYDRAULIC ISOLATION AND DRAIN TO LOCAL GREASE INTERCEPTOR SUCH AS SHIER GBI (EXISTING ACCESSORY STRUCTURE IS ROOFED) NEW GARAGE STYLE SECTIONAL OVERHEAD DOOR CONTAINER 1 /VOlyF4ST 2 411/O/V C E OR mso RACK r Jim SEE NORTH ELEVATION EXISTING ROOF OVERHANG INFILL EXISTING STOREFRONT WALL \ EXISTING STOREFRONT O EXISTING STOREFRONT WINDOWS ISTING / RY/ E RESS O r ~ SIO o / O' O O 00 O O O O oqz O � °4ir O O O�= O O Ar EXISITNG POST / r INTERIORSEATING: 50 'O 2 -TOPS: 15 2D TAB : S 20 O TABLES O O ® O r O/ L SHIER GB25D UNDERSLAB GREASE INTERCEPTOR PANELS a — O 0 COUNTER ABOVE Q Y WALL WINDOW SFF /Vbt ST/ //ON OO ORIGINAL BUILDING HAD A GARAGE DOOR HERE, THEN IT WAS IN -FILLED DURING A LATER REMODEL. EITHER REMOVE INFILL AND PUT IN NEW FULL -HEIGHT WINDOWS IN EXISTING STRUCTURAL OPENING, OR PUT IN NEW GLAZED SECTIONSTYLE ROLL -UP DOOR EXISTING WALLS AND EXISTING THERMAL CAPACITY TO REMAIN. NEW WINDOWS OR EXTERIOR DOORS WILL MEET CURRENT ENERGY CODE STANDARDS - WE ARE ADDING WINDOWS VOLUNTARILY, BECAUSE WE KNOW THE CITY DESIGN STANDARDS WANT 50% GLAZING NEW ADA RESTROOMS NEAR EXISTING LOCATION OF REST ROOMS 0 KITCXEN /SERVICE INFILL STOREFRONT WINDOW, BUT KEEP EMERIOR MANAGER APPEARANCE OF STOREFRONT GLAZING / 'PLUMBING WALL —DHC MURAL - VALANCE LIT, OR BLACKOUT FILM ON GLASS EXISTING MEZZANINE IS ABANDONED WHEN / STAIR IS REMOVED. THIS WILL REDUCE THE HEATED AREA TO 2,642 SF NET AFTER TENANT IMPROVEMENT O \ [EXISTING ROOF OVERHANG SEE SOUTH ELEVATION EXISTING WALLS NEW WALLS OR INFILL TENANT IMPROVEMENT FLOOR PLAN SCALE: 114" = U-0' G CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 Olt �Iy �y W♦ � � 6000 000 O N N M M r V) C = o E *r F_ d O 2. CL LV O Y = U >� R Q o^ U _ o mo r Y R_ = W w w FU >oz r-0 A W Q W 0 un W a of U) a ------------------ REVISIONS: ------------------ ------------------ DRAWN BY: CF SCALE------------------: DATE: --------------- OCT 25, 2122 JOB NUMBER 1906.0 SHEET NUMBER: A115 TENANT IMPROVEMENT NORTHEAST 1 ELEVATION LOCATION NORTH ELEVATION SCALE: 114'= I'-0' TENANT IMPROVEMENT NORTHEAST 2 ELEVATION SCALE: 114" = I'-0' SCALE: 114'= I'-0' 4 �-& BUILDING HT. BUILDING HT. n H 1P FILLMENT CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 Olt OO O n W M N N M ul N M r- N = o d X E H d CL LU EZ Y� O U > LU J iZ R U =O 0� _ m 0 0 Y r / u W p L� LU:�E lD F J U > oZ Q r- w W W un 0 LI)W a of U) a REVISIONS: ------------------ ------------------ ------------------ DRAWN BY: CF SCALE: DATE: --------------- OCT 25, 2022 JOB NUMBER: ------------------- 1906.0 SHEET NUMBER: A215 3�ALL: 1/4 = I -U �-& RLJll DING HT RLJll DING HT A-� TENAM IMPROVEMEM SOUTH ELEVATION SCALE: 114" = I'-0' CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 Olt 6000 000 r- 0 r M N N M ul N M r- N = o d X E H d %.Z CL EZ Y� �O U > LU� J iZ R U =O 0• _ m 0 0 Y r / u W w �(D F J U > oZ 0 Q r- w W W un 0 LI)w a of U) a REVISIONS------------------: ----------------- ------------------ ------------------ ------------------ ------------------ DRAWN BY: CF ------------------- SCALE: ------------------- DATE: ------------------- OCT 25, 2022 JOB NUMBER: ------------------- 1906.0 SHEET NUMBER: A210