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Plans The Collective Church Lobby/Bookstore 6825 SW Sandburg Rd, Tigard, Oregon PROJECT INFORMATION THIS PROJECT INCLUDES THE DEMOLITION OF SEVERAL WALLS AT THE ENTRY TO THE CHURCH IN ORDER TO CREATE A LOBBY AND BOOKSTORE. 'k° s4, { f air lu t19 s r SSER Ro' J TAX LOT ID: 2S101DD00400 PROPERTY ID: R459907 -SITE AREA: 66,211 SQ. FT. ZONING: C—P PROFESSIONAL - RECEIVED COMMERCIAL , . yy). MAR 3 0 2020 (E) BUILDING AREA: 24,287 SQ. FT. (E) CONSTRUCTION TYPE V—B, FULLY—SPRINKLERED '_ CITY OF Ti,GARD OCCUPANCIES: A-3, B (E) NUMBER OF STORIES: 2 BUILDING DIVISION h W DRAWING INDEX sy CS Cover Sheet OFFICE COPY 8, NI 6 G1 Abbreviations do General Notes k E KKR RD G2 Code Summary CITY OF TIGARD r Al Site Plan REVIEWED FOR C DL COMPLIANCE A2 1st Floor Plana Approved ) I t f. A3 2nd Floor Plan do Reflected Ceiling Plan O rC: [ I Permit #: p e,Dgn , 1 i1 Addle": (a a,� . sir 6►n( 5 ,-.. Suite #: W Ry,. ! Date: y - g-ac) '' a SYMBOL LEGEND PROJECT TEAM �N� OWNER r KRUSE WA I NORTH ARROW VIGILANTso 6825 SW Sandburg Street 3 aoowS RD Tigard, Oregon 97223 re) CONTRACTOR DETAIL Ilk TAG Jaeger General Contractors, LLC e— 1113/TYP 130 West Clackamas Blvd. i i Gladstone, Oregon 97027 SITE Phone: (503) 969-1276 1 ♦�I ! Mk Contact: Chris Jaeger i DETAIL TAG Email: jaegereranderwert@qwestoffice.net TYP. ARCHITECT KASA Architects, Inc. N a 4119 NE Cesar E Chavez Blvd. ELEVATION TAG Portland, Oregon 97211 Cip ,i-- \ Vicinity Map 111/ Phone: (503) 284-6917 � Contact: Kevin Saxton Not to Scale CITY OF TIGARD Email: ksaxton®kasapdx.com approved by Planning 0 � Date: 4(2I2t� ® SECTION TAG 4 , 'r?itiAIS' Ai— VALIDITY OF PERMIT C ► 1 r`ti r'' ■- The Collective Church THE ISSUANCE OF ACT PERMIT r� KMN ANTHONY SAXTON Lobby/Bookstore BASED ON CONSTRUCTION DOCUMENTS AND OTHER ...4 t 5 DATA SHALL NOT PREVENT ^y� 6825 SW Sandburg St. Cover Sheet DATUM THE CODE OFFICIAL FROM PORTLAND, REGON „4NB e Tigard, OR 97223 T REQUIRING THE CORRECTION CS Chwe2 B!td OF ERRORS. OSSC 105.4 „t��� 4465 � poriond,nregoi.<,».t KASA Proj#: 1905 nn n 5Q3:N 7.691 I 1 ' 4' '"`'''F1°°'OFd"C°"' Date: March 19, 2020 copyright KASA Architects, Inc.2020 ABBREVIATIONS O.C. On Center GENERAL NOTES DEMOLITION NOTES (NOTE: NOT ALL ABBREVIATIONS ARE OCC. Occupants/Occupancy 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2019 OREGON 1. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO USED) O.D. Outside Diameter STRUCTURAL SPECIALTY CODE, BASED ON THE 2018 INTERNATIONAL MAINTAIN STRUCTURAL INTEGRITY OF THE BUILDING. OPP. Opposite BUILDING CODE WITH CURRENT AMENDMENTS, CITY AND COUNTY © At ORDINANCES, AND APPLICABLE PLUMBING, MECHANICAL, FIRE AND 2. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND A.B. Anchor Bolt P Paint ELECTRICAL CODES. DISPOSED OF IN COMPLIANCE WITH GOVERNING REGULATIONS. COORDINATE ADA American with Disabilities PF. Prefinished WITH THE OWNER TO IDENTIFY ITEMS TO BE SALVAGED, STORED, REUSED, Act P.L. Property Line 2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, KASA RELOCATED, OR RECYCLED. A.F.F. Above Finish Floor PLAM. Plastic Laminate ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR PLWD. Plywood CERTIFICATIONS. 3. REMOVE ALL ABANDONED CONDUIT, CABLE, AND WIRE THAT HAS BEEN B.O. Bottom of PSI Pounds Per Square Inch ABANDONED AS A RESULT OF THE WORK. BD. Board P.T. Preservative Treated 3. THE DRAWINGS & INFORMATION CONTAINED HEREIN ARE BASED ON DRAWINGS PREPARED BY OTHERS AND INFORMATION GATHERED DURING SITE 4. COORDINATE SEQUENCING OF ALL REQUIRED UTILITY SHUTDOWNS. C.L./C Center Line R.D. Roof Drain VISITATIONS. VERIFY ACCURACY OF EXISTING BUILDING CONDITIONS & CLG. Ceiling REF. Reference NOTIFY KASA ARCHITECTS, INC. OF ANY DISCREPANCIES PRIOR TO 5. MAINTAIN FIRE RATED ASSEMBLIES. CLR. Clear REINF. Reinforced COMMENCEMENT OF WORK. CONC. Concrete REQ'D Required 6. THE DEMOLITION NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A CONT. Continuous RM. Room 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED COORD. Coordinate/Coordination R.O. Rough Opening DRAWINGS TO DETERMINE ANY LOCATIONS. NOTIFY KASA ARCHITECTS, INC. OF MULTIPLE ELEMENTS. DISASSEMBLE AND REMOVE FROM THE SITE EACH CPT. Carpet OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. ITEM IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE CT Ceramic Tile S South NEW WORK TO FOLLOW. SC Solid Core 5. MAINTAIN RATED CONSTRUCTION AT ALL PENETRATIONS OF RATED DEMO Demolish S.F. Square Feet ASSEMBLIES AS REQUIRED. 7. CONDUITS, DUCTS, PANELS, BRACKETS, PIPES, AND OTHER EQUIPMENT DIA. Diameter SHT. Sheet LOCATED ON OR IN ELEMENTS SCHEDULED FOR DEMOLITION SHALL BE DIM. Dimension SHTG. Sheathing 6. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO REMOVED AS PART OF THE WORK SCOPE OF REMOVING THE ELEMENT DN Down SIM. Similar MAINTAIN STRUCTURAL INTEGRITY OF THE BUILDING. UNLESS SPECIFICALLY NOTED OTHERWISE. DTL. Detail S.O.G. Slab on Grade DW Dishwasher SQ. Square 7. COORDINATE EQUIPMENT LOCATIONS WITH OWNER PRIOR TO FINAL 8. ALTHOUGH THE NOTES CAREFULLY LIST THE EXISTING ELEMENTS TO BE DWG. Drawing S/R Shelf and Rod ROUGH—IN. DEMOLISHED, THE CONTRACTOR IS OBLIGATED WITHIN THIS WORK SCOPE TO S.S. Stainless Steel REMOVE ANY OTHER EXISTING NON—STRUCTURAL MATERIALS FOUND TO BE (E) STL. Steel 8. SOLID WOOD BLOCKING SECURED TO WALL FRAMING SHALL BE INSTALLED IN THE WAY OF INSTALLING THE MATERIALS AND SYSTEMS INCORPORATED IN EA Existing STOR. Storage EQ IN PARTITIONS AT ALL GRAB BARS, PLUMBING FIXTURES, CABINETS, THE IMPROVEMENT DESIGN. EQ... Equal SUSP. Suspended EachHARDWARE, AND ANY WALL MOUNTED ACCESSORIES REQUIRING SUPPORT. 9. CLEAN, PLUG, PATCH AND REPAIR ALL MATERIALS, SURFACES, AND EQUIP. Equipment SV Sheet Vinyl 9. PROVIDE FIRE EXTINGUISHERS IN LOCATIONS REQUIRED BY THE FIRE ELEMENTS AND PREPARE THEM FOR NEW WORK. E.W. Each Way MARSHALL. TBL. Table 10. KASA ARCHITECTS, INC. IS NOT RESPONSIBLE FOR LOCATING, IDENTIFYING, F.D. Floor Drain TEMP. Temporary 10. PROVIDE PERMANENT LABELS AT ALL ELECTRICAL PANELS AND CONTROLS, OR SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. FIN. Finish T.G. Tempered Glass MECHANICAL EQUIPMENT, SHUTOFF VALVES, AND FIRE CONTROL EQUIPMENT. FIXT. Fixture T&G Tongue and Groove 11. PROVIDE FOR DUST CONTROL THROUGHOUT. PROVIDE TEMPORARY F.O.F. . Floor T.O. Top of Face of T.S. Tube Steel DESIGN BUILD NOTES MEASURES TO VENTILATE AREAS DURING ALL PHASES OF DEMOLITION AND TSTAT Thermostat 1. DESIGN BUILD SERVICES TO INCLUDE BUT NOT BE LIMITED TO THE CONSTRUCTION TO ERADICATE BUILDUP OF FUMES FROM FINISH MATERIALS GA. Gauge TYP. Typical FOLLOWING: AND CONSTRUCTION ACTIVITIES. — FIRE SPRINKLER SYSTEMS GALV. Galvanized (Hot Dipped) PERMITS FOR DESIGN BUILD SYSTEMS SHALL BE OBTAINED SEPARATELY. 12. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE GYP. Gypsum U.O.N. Unless Otherwise Noted BUILDING OCCUPANTS AND WORKERS AT ALL TIMES. VCT Vinyl Composition Tile 2. DESIGN—BUILD SERVICES, DOCUMENTS AND PERMIT ACQUISITION SHALL BE LAM. Laminated PROVIDED ON A DESIGN—BUILD BASIS. DESIGN—BUILD SERVICES SHALL LAV. LavatoryV.I.F. Verify in Field TOIMPLEMENT THE ENTIRE INCLUDE ALL REQUIRED DESIGN WORK MFR. Manufacturer W Wide/West DESIGN—BUILD SYSTEM. MATL. Material W.C. Water Closet 3. VERIFY CAPACITY OF ALL UTILITIES AND COORDINATE MAX. Maximum WD. Wood NEW EQUIPMENT REQUIREMENTS AND LOCATIONS. MECH. Mechanical W.H. Water Heater MIN. Minimum W/ With ,t� j� MTL. Metal W/O Without - /?c1j i IS N North .tip ;j�� - -s° °' °�° The Collective Church NFPA National Fire Protection r� KEVIN ANTHONY SAXTON rt Lobby/Bookstore Abbreviations & Association — yn..}7 N.I.C. Not in Contract NO. Number I 11.1 6825 SW Sandburg St. General Notes PORTLAND, REGON ,� Tigard, OR 97223 N.T.S. Not to Scale ,,,:.A ,i,,NE CesurE 4465 cr ;.�eivu. 1 ��/jy�' " "'°3 '',°''7 '1 KASA Proj #: 1905 �I O m''`vJ°`"p°"-°°"' Date: March 19, 2020 copyright KASA Architects,Inc.2020 i Building Code Review Vertical Openings This building code review has been performed using the 2019 Oregon Structural Specialty Code which is 712.1.9 The stairs between the first and second floors are not required to be enclosed, since they do based on the 2018 International Building Code with Oregon Amendments. Code chapters reviewed were not connect more than two stories, do not penetrate a horizontal assembly that separates fire limited to portions of chapters 3, 5, 6, 7, 9, 10, 29, and 30. areas, do not penetrate smoke barriers that separate smoke compartments. None of the stair are used a portion of the means of egress. Use & Occupancy Classification 303.4 Occupancy group: A-3, places of religious worship, large conference room. Automatic Sprinkler Systems 903.2.1.3 An NPFA 13 automatic fire sprinkler system is provided throughout both stories of the 304.1 Occupancy group: B, offices, conference rooms, lounges, and break rooms having &903.3.1.1 building. occupants loads of less than 50. Fire Alarm and Detection Systems General Building Height and Area Limitations 907.2.1 Per the exception, manual fire alarm boxes are not required since the building is equipped Tbl. 504.3 The maximum building height for construction Type VB, sprinklered is as follows: throughout with an NFPA 13 automatic sprinkler system and the occupant notification A-3=60 ft. B=60 ft. appliances automatically activate throughout the notification zones upon a sprinkler waterflow. The actual building height for all buildings is 28 feet. Number of Exits & Exit Access Doorways Tbl. 504.4 The maximum number of stories for construction Type VB, sprinklered is as follows: Tbl. 1006.2.1 2 exit access doorways are required from Conference 103 and Auditorium 122. The A-3=2 stories B=3 stories common path of egress travel from any space does not exceed 75 feet. The building is 2 stories. Exit and Exit Access Doorway Configuration 1007.1 Per Exception 2, exit access doorways may be separated by not less than one-third the Tbl. 506.2 The allowable area factor for construction Type VB, sprinklered is as follows: length of the overall diagonal dimension of the area served. A-3= 18,000 sq.ft. B=27,000 sq. ft. Means of Egress Illumination 506.2.4 Allowable area per story for mixed-occupancy, multistory buildings 1008.2.1 The means of egress illumination level shall not be less than 1 foot-candle at the walking Aa (A-3 occ.) = 18,000 + (18,000 x .75) Aa (B occ.) =27,000+ (27,000 x .75) surface level. =31,500 sq. ft. per floor = 47,250 sq.ft. per floor Exit Access Travel Distance 506.3 Building separations; N: 82 ft.; E: 41 ft.; S: 56 ft.; W: 85.83 ft. Tbl. 1017.1 Exit access travel distances do not exceed 250 feet from the religious worship space and W= (131 x 82 + 123 x 41 + 123 x 85.83+ 131 x 56)/530 the large conference room on the first floor, and 300 feet from the offices, conference W= 63.5 or 30 ft. rooms, lounges, and break rooms. (F= 530 ft., P = 530 ft.) Corridors If= [530/530 0.25]30/30= .75 Tbl. 1020.1 Corridor walls shall have a fire-resistance rating of 0-hr. Actual Building Area Minimum Plumbing Facilities first floor: 12,029 sq. ft. Tbl. 2902.1 The following minimum number of plumbing fixtures are required: Toilets/Lavatories second floor: 12.258 sq. ft. Male Female Required total: 24,287 sq. ft. Classification Occupants Occupants Male Female Mixed Use&Occupancy Auditorium 88 88 1/1 2/1 508.2.3 The storage spaces are considered an accessory occupancy, since the floor area of the Conference 67 67 1/1 2/1 storage spaces does not exceed 10%of the floor area in which they are located. Lounge/Lobby 33 33 1/1 1/1 Offices 16 16 1/1 1/1 508.3 The height and area limitation of the A-3 occupancy are the more restrictive. Since actual Elevator Lobbies and Hoistwav Opening Protection height and area of the building are within the limitations of an A-3 occupancy, the 3006.2 The elevator hoistway connects less than 3 stories,and corridors are not required to be rated. occupancies may be non-separated. Therefore, hoistway opening protection is not required. Fire-Resistance Rating for Building Elements Tbl. 601 rutfrace rating required for V-B: ^ >� structural frame: 0 hr �,Ci►� exterior bearing walls: 0 hr <S. C A interior bearing walls: 0 hr exterior non bearing walls: 0 hr r-� �r°+" '•°fS The Collective Church r� KEVIN ANTHONY SAXTON `+A Lobby/Bookstore interior non-bearing walls: 0 hr y floor construction: 0 hr •.4 C` roof construction: 0 hr • Y�L - 6825 SW Sandburg St. Code Summary PORTLANO, REGON 4„;NE�e r E Tigard, OR 97223 4465 Cho"€z 81,.:d. G 2 .��� P°mand,Oregon.,7211 KASA Prof#: 1905 oF """"",,,,,,°x.c°m Date: March 19,2020 copyright KASA Architects,Inc.2020 i* *1 1000 * * pf/ * / 1 \--- -- //,/,/ 1 CB / y ® / /-' '') fr-: e .. _ , I / / p~° - --,. i 11 1 9„, I gr. \� it, 9-. AREA OF WORK Q'° 0 - - J I //// , I I I Mr i 1 I Er— / , 1 CB (0 1 / 1 i /// 1/,' /0 1 \ / c C \ \ a M r , _ J 1 \ \ I I 1 I - SW Sandburg St. 0I) - - - — ti� �rj ar'e te•in ors The Collective Church K�riiv AiVTNDNY SAxrQv Lobby/Bookstore 6825 SW Sandburg St. Site Plan N 4i.4 PORTLAND, REGO,y a>>;N,ceSOr E Tigard, OR 97223 Site Plan 4465 Chavez Blvd. AlTC '��� "°Farv1.�Jrae /72, KASA Proj#: 1905 A �32aa.v41? 1" = 30' OF n y-"v.1 a-ipd-- m Date: March 19, 2020 copyright KASA Architects,Inc.2020 . 0 Mir rr, I— -1 E — — — — '-1 1 I I STORAGE I L — J 127 JANITOR 201 SQ. FT. L 124 1 OCC. o LOBBY/ 114 SQ. FT. t — BOOKSTORE [ LOBBY/ 1 OCC. o t UP 128 BOOKSTORE (E) COLUMN MECHANICAL ST.u GE I 1 637 SQ. FT. _.--Ar 128 E GLULAM BEAM ABOVE 125 I 11 OCC. r ( ) 456 SQ. FT. t 284 FT. I [ — — ] 1 — ELECTRICA11 1 OCC. 1 rTTT�C. I . I — — J O O.C.1 ABOVE TJI ® 16" E 2X6 @ 16" _.� O. ABOVE 123 L - A � } ��_— — O.C. ABOVE I I - - INSTALL 3 1/2" x 9 1/2" 84 SQ. FT. 7 UP • • • • • IN • � WIN m1 • IN • • m � SHORE AS - - - 1.55E LSC HEADER. BEAR 1 OCC. REQUIRED. EACH END ON DOUBLE — J o 0 0 0 l — — Sfifr�AG — — — — INSTALL CRIPPLE _ CRIPPLE STUD W/ SINGLE 2x BETWEEN KING STUD. 102 _ - (\ j 249 SQ. FT. 3 OCC. EACHW2x6EAl AND REMOVE CABINET j) r^1 r^1 . —.----u-- REMOVE WALL, _ _ REMOVE SINK, CAP L i PLUMBING AUDITORIUM SHORE FLOOR AS 1 _ _ STORAGE 121 d 122 ; �� REQUIRED J II1 t _ _ _ I REMOVE UPPER AND UTILITY 168 SQ. FT 1 2,645 SQ. FT. cif _ _ / LOWER CABINETS CHASE p 1 OCC. I 176 OCC. ; CONFERENCE II1 I— — —— — — i p 103 I — — -r= - • 2,005 SQ. FT. Q — — — — — • CONFERENC 134 OCC. 1 121 I I o STORAGE o 0 0 71 / 278 SQ. FT. q 118 _ sm 19 OCC. 63 SQ. FT. Up. Ini — , — 1 OCC. WI ® REMOVE NONBEARING �1 — J WALL. REMOVE FINISHES OFFICE OFFICE ( = 31'/-- AND VERIFY EXISTING II CONDITIONS PRIOR TO —' 113 114 ELECT STOR r 6 SQ. +7 SQ. F?I 11. ( o o � WALL REMOVAL P 1 OC OCC. g LOUNGE '" o (E) POST, FIELD VERIFY, DO NOT DISTURB 0112 • ' I _ . 1 116 'fry - . 0 178 SQ. FT. • I 375 SQ. FT. `� 25 OCC. N OCC. "'' ��•�mr * " " " r 1 � Floor Plan & 2nd Floor Framing _ 0 l 4 8 SPRINKLER • • • - __ __ 1 I-I � 115 • ,. OFFICE OFFICE OFFICE OFFIC OFFICE � 4'/45' LOUNGEtit � 1/8" = 1'-O" 111 110 109_ 108 107 I105 � 317 SQ. FT. 150 SQ. FT. 150 SQ. FT. 147 SQ. FT. 185 SQ. FT. I 448 SQ. FT. 2 OCC. 1 OCC. 1 OCC. 1 OCC. 1 OCC. I� 30 OCC. L;IM --- ��, 6' "*sr r� ecIL4e•,r'leno� The Collective Church — — - KEIIIN ANTHONY SAX'ON Lobby/Bookstore 1st Floor -__ 6825 SW Sandburg St. • tilt Tigard, OR 97223 Demo Plan N PORTLAND, R_GON a anvNeces E �� 1st Floor Plan `� 4465 O cry ,Eeer�d. ra�,��ao4.49I ,>i KASA Proj#: 1905 /� � �.2na.os� 1/16" = 1'-0" 1 +F O `"'"/ Pd'.ccm Date: March 19, 2020 copyright KASA Architects,Inc.2020 1 1 1 1 BREAK I °'- OFFICE 110 Ib0 11- OFFICE OFFICE OFFICE OFFICE OFFICE 231232 137 SQ. FT. � 230 228 227 226 • - 225 ° 273 SQ. FT. 1 OC I 151 SQ. FT 44 SQ. FT 44 SQ. FT 151 SQ. FT 247 OQCC.� 2 OCC. I 1 OCC. 1 OCC.. OCC. 1 OCC I DN IN mil. 0 oi� .. Lrl■ u (■a■ ■ .L ■ n 110 ' 111° 111° II- leo illmEr t � 11 • • • • � • • a � • 1 � mim o mmR OFFICE _ 224 RECEPTIO. !� "pq I��1 I 181 SQ. FT. 174 233 SQ. 1 �3 ° . OPENOFFICE I. 'I I OFFICE Im� 1 OCC. 12 OCC., pint 221 ] �— 715 5Q. FT. .162 SQ. FT. rJ OFFICE 0Flo lop 1� 5 OCC. 1 OCC. 223 o , 1 • ._ _ . _ __ - _ 1 200 SQ. FT. DN 1IIIII04 ►-. , 1 OCC. � L ! _ I • 1 1° ' "1 11� 9 �1 ; MOFFICEOFFICE : - 234 ` •N n n ' 222 l0 ID0 IIlO II - 205 SQ. FT. �.' 11u 220 SQ. FT. CONSTRUCT HEADER 1 OCC. OFFICE 2 OCC. WHERE WALLS ARE 220 � I�/ a REMOVED OFFICEI OPEN II OPEN TO 179 Sc . FT. 1 V OFFICE �' 235 BELOW 144 SQ. F OFFICE 1 OCC. 219 1 OCC. ■ .1 236 i 1 183 SQ. FT. --lie 1110 1110 II 506 SQ. rr 1 1 OCC. 3 OCC. !i n fr CONFERENCE I218 . r r II n 11 217 • OFFICE : :,.:., . .. {E II II . 1 284 SQ. ' , SQ :: I- :F�:.. ..,. , 19 OCC. 180 Ff. .,•. : OFFICE I IIIII1 ■ 1 OCC. .. . . . . . . 237 IIIIIIIIIIII DN I • OFFICE .■7` ` 180 SQ. FT. c ..� �� 1 . 1 OCC. ; ■ OPEN �i OPEN � 180 SQ. FT. ' I. 41 t X m + COPY OFFICE b - 01, A 6 OFFICE 1 1 OCC. g 205 206 a a 215 g 1 OFFICE 1 251 SQ. FT. 499 SQ. FT. 292 SQ. FT. I 201 2 OCC. 3 OCC. � 2 OCC. 237 SQ. FT. �', / /I . , I 2 OCC. OFFICE N i . . . . i ■tr . . . • • • • • • • y %mmm • " %'r ' ; ■ L2141 Reflected Ceiling Plan o , 4 8 ■ ■ LOUNGE ■ ■ - ■ ■ .►�—06 SQ. FT. , r— FFIC OE OFFICE OFFICE 207 OFFICE OFFICE OFFIC OFFIC' L-3 OCC. 1/8" = 1'-O" 202SQ 203SQ 204SQ F 116 FT. 1 174 . FT. 192 . F T. 158 . T. 1 OCC.SQ. 158 210 SQ. FT. 150 21 SQ. FT. 150 212 SQ. FT. 147 213 SQ. FT. 1 OCC. 1 OCC. 1 OCC. �--'-'^ 1 OCC. 1 OCC. 1 OCC. 1 OCC. c, i`C ` = A bJ .�. • 1 / J 4• r � J I The Collective Church KEVIN ANTF►ONY SAXTON Lobby/Bookstore Reflected , OR 97223 •-' 6825 SW Sandburg St• . Ceiling Plan N PORTLAND, REGON ,,,v,�E Ct,a,L Tigard, 1\3 2nd Floor Plan 4465 �'°..AZa'.�. CD® '��► P°„1 " ;P KASA Proj #: 1905 tay.,,a.,s1 1/16" = 1'-0" OFj OC m'''s ;apa..com Date: March 19, 2020 copyright KASA Architects,Inc.2020