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HomeMy WebLinkAbout10800-24_Construction Documents approved 1 2 3 4 5 Approved plans shall be on job site. WILDWOOD TAPHOUSE TIGARD riffii„,� ` n� i'= �" _ 7 AID �� i G' �� . ._ ..-...::,•:,:.,iiii1:4 II. :1 17_ - l 11 L . . -,.:,._ .. .,_[_, , ..1 _::.:....,. .. .. ), .__r . Jr:. _ _, ... I I'- I 1 .I I . I _ PROJECT TEAM 1II - I- � ,= -' . r r••,.........„, SW DURHM ROAD _ � OWNER: L t. ••••................. 70 WILDWOOD TAP HOUSE `� I .. ] L u. ?„T /IL = =1 7 1 9345 NE WINDSOR STREET _ r I.1 - P OJOT77:::;;; , - I- T - �OCA HILLSBORO, OR 97006 J I: ;; 1 / 1 I P: 503.521.7924 = -I';. ' .' • / I . - • ice" a�l�_l �- I. • c, Lry— .: - � 1ARCHITECT: I� �I' '' 3 . . III. . ��• • RE �'EXISTING PARKING NO CHANGE T I I GREENBOX ARCHITECTURE j '+ J• �II I J. I I I 1 i r W MET'a`� imml 502 SEVENTH STREET SUITE 203 - ?�' ' 1 1 1 I 1 OREGON CITY, OREGON 97045 - - • _ i �. ' ". / L 1 - - 4, , ., . ' .: u - _ OREG CITY, • _ _ -_1 I P: 503.207.5537 ..1 -I_ _.. ,i_ __ [ti-:•-i ....- --- OR v CONTACT: I DEREK METSON, AIA, NCARB F `'' I. , :,._, C4r..,� .: L 11 OF ORS PERMITS@GREENBOXPDX.COM II 1 I sI I I v L 1I VICINITY MAP GENERAL CONTRACTOR: 8,7 l 1 SCALE: N.T.S. Mr PROJECT 1 KERNER CONSTRUCTION INC / LOCATION M J 20140SWYORKST SITE INFORMATION Q ,--i I ALOHA, OR 970032 Q / A-2A 3P: (503) 539-8191 SITE ADDRESS: 16200 PACIFIC HWY W, SUITE Q / 0 B � TIGARD, OR 97224 / I N I CONTACT: / I RYAN KERNER ZONING: COM Commercial / RBKERNER@GMAIL.COM AP P RON/ED i PARCEL/TAX LOT NO.: 2S115BA02500 f--- ••••••.._ _I I I __1[. I CONSTRUCTION TYPE: III-B 1 1 / 1 CITY OF TIGARDco L_ - - - REVIEWED FOR CODE COMPLIANCE / EXISTING PARKING NO CHANGE TIGARD Approved: [ ] OTC: [ ] LLI I 2 HOUR WALL - n NOTE: ALL WORK TO OCCUR INSIDE By: tomh Address: 16200 SW Pacific HWY U) THE EXISTING TENANT SPACES. NO / WORK OCCURRING OUTSIDE THE Date: 4/7/2025 Suite No: Q N I 1 EXISTING BUILDING ENVELOPE. NO O N / I EXTERIOR CHANGES PROPOSED OR Permit No: BUP2025-00049 o / INCLUDED IN THE SCOPE OF WORK cc i Q a ' SHEET INDEX 0 I LIABILITY N The Cityof Tigard and its employees shall not be 0 1 CS COVER SHEET Q responsible for discrepancies which mayappear O / G-100 CODE SUMMARY 0 ______ --- herein G-200 WALL ASSEMBLY TYPES 0 CA-000I SITE PLAN G-205 METAL STUD SCHEDULES AND ASSEMBLIES SCALE: 1" = 120' G-220 ACCESSIBILITY DETAILS ENE A-200 FLOOR PLAN GENERAL PROJECT NOTES TYPICAL SYMBOLS A-230 REFLECTED CEILING PLAN A-400 INTERIOR ELEVATIONS NUMBER A. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE,AND LOCAL CODES, MADE IN WALL AND FLOOR SURFACES AND FRAMING FOR SUPPLY AND DRAIN LINES; PROVIDE A-600 DETAILS WHICH EVER IS MOST STRICT. SPECIFICATIONS AND STANDARDS MEAN, AND ARE INTENDED SEALANT,AIR TIGHT,AROUND ELECTRICAL OUTLETS AND JUNCTION BOXES. ROOM ROOM NAME TO BE,THE ADOPTED EDITION,AMENDMENT OR REVISION OF SUCH REFERENCE CELL ROOM NUMBER NAME STANDARD(S) IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. K. THE"TOP OF SLAB" DESIGNATION CORRESPONDS TO THE TOP OF CONCRETE SLAB OR ( OC ) DOOR LETTER 000 ROOM NUMBER A-700 SCHEDULES CEMENTITIOUS UNDERLAYMENT AND DOES NOT ACCOUNT FOR THE THICKNESS OF THE Q, A Al B. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE. AO.10 A0.00 DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECK DETAILS LETTER SHEET DOOR TAG ROOM TAG AND DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED L. THE FINISH FLOOR DESIGNATION CORRESPONDS TO THE"TOP OF DECK", UNLESS NOTED REQUIREMENTS ON THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHERWISE. OTHER DRAWINGS AS APPLICABLE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE REFERENCE GRID LINES BUILDING SECTION COMMENCING WORK. M. PROVIDE ALL WORK IDENTIFIED IN THESE CONTRACT DOCUMENTS IN THE CONFIGURATION(S) �. ` �, DETAIL BUBBLE NOTE: SHOWN. DO NOT TO DEVIATE FROM THESE CONFIGURATION(S)WITHOUT THE SPECIFIC 1 `� CELL SEE ASSEMBLY SHEET FOR C. ALL DIMENSIONS ARE TO FACE OF STUD OR GRID, UNLESS NOTED OTHERWISE. WRITTEN PERMISSION OF THE DESIGNER l CELL CELL I I Al MORE INFORMATION D. CONDITIONS AND DETAILS MARKED "TYPICAL"APPLY IN ALL CASES UNLESS SPECIFICALLY N. PROTECT PROPERTY,ADJACENT PROPERTY AND BUILDING MATERIALS FROM DAMAGE DUE Al A I A0.01il PROJECT DESCRIPTION ��- INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN,THE CONSTRUCTION SHALL TO CONSTRUCTION. 4 A0.10 2 AO 10 I SHEET IFCO1 - - BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE i I PROJECT. VERIFY QUANTITY PRIOR TO CONSTRUCTION. P. CONTRACTOR TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED 3 SHEET SHEET •— — j \/ i OBSERVATIONS AND INSPECTIONS. THIS PROJECT CONSISTS OF THE INTERIOR RENOVATION OF TWO SUITES TO CREATE ONE I' I W E. DISCREPANCIES IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE THE CONTRACTOR FROM INTERIOR ELEVATION TAG PARTIAL SECTION DETAIL REFERENCE BUBBLE FLOOR/CEILING/ROOF ASSEMBLY TAG NEW TENANT SPACE.THE PREVIOUS USES ARE A ICECREAM PARLOR AND A COFFEE SHOP. THE WORK INTENDED IN THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. Q. MAINTAIN DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT,AS THE PROPOSED TENANT IS A TAPHOUSE/BAR. INTERIOR IMPROVEMENTS WILL INCLUDE NEW M LLJ REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. WALL TYPE WALL THICKNESS WALLS, LIGHTING, DOORS, PLUMBING FIXTURE AND WALK IN REFRIGERATOR. EXISTING HVAC 10 F. A COMPLETE, CURRENT SET OF THE PERMITTED CONSTRUCTION DOCUMENTS MUST BE KEPT CELL — 1 4 UNITS SHALL REMAIN IN PLACE. DUCT WORK DISTRIBUTION ILL LIKELY CHANGE. n ON THE JOB SITE AND AVAILABLE TO THE BUILDING OFFICIAL FOR THE DURATION OF THE R. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES, REFER TO FINISH SCHEDULE. CELL O �J J PROJECT. NOTIFY DESIGNER IN WRITING IF DAMAGE TO FRAMING OR SUPPORT ELEMENTS EXISTS. Al Al FIRE RATING INSULATION CE NUMBER A0.01 NOTE: �1 W G. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE PRIOR S. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. AO.00 SHEET SEE ASSEMBLY SHEET n APPROVAL OF A STRUCTURAL ENGINEER. SHEET 0'-o"AFF FOR MORE / T. REFER TO SPECIFICATIONS FOR ADDITIONAL FINISH, FIXTURE AND EQUIPMENT INFORMATION INFORMATION O H. EVENLY DISTRIBUTE CONSTRUCTION MATERIALS IF PLACED ON FRAMED FLOORS OR ROOF. AND LOCATIONS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FEET. EXTERIOR ELEVATION TAG CEILING HEIGHT TAG DETAIL REFERENCE TAG WALL ASSEMBLY TAG ( , U. GENERAL CONTRACTOR TO COORDINATE APPROVED STAGING AND STORAGE LOCATIONS (REFERENCED FROM LEVEL BELOW) CDD �J J. ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES, INCLUDING PENETRATIONS OR WITH OWNER PRIOR TO COMMENCING WORK. OPENINGS, TO MEET OR EXCEED AIRBORNE AND IMPACT SOUND INSULATION EQUAL TO SOUND TRANSMISSION CLASS AND IMPACT INSULATION CLASS REQUIRED BY GOVERNING V. PROVIDE A 1/811 MIN (1/4"AT WALLS OF OVER 40 FEET IN LENGTH) GAP WITH METAL JOINT N AUTHORITIES; PROVIDE CONSTRUCTION METHOD,ACCESSORIES, DEVICES AND FLASHING AT ALL VERTICAL CEMENTITIOUS LAP SIDING JOINTS. PROJECT NO.: 10800-24 APPURTENANCES AS REQUIRED FOR SAME. PROVIDE SEALANT AT ALL OPENINGS AND JOINTS M DRAWN BY: APPROVED ,n,, DATE: MARCH 4, 2025 0 M C S 0 1 2 3 4 5 1 2 3 4 5 ZONING DATA Ar�rl2tciure ZONING COM reen k _. APPROVED PARCEL/LOT NO. 2S115BA02500 a LOT SIZE 8.63 ACRES BUILDING DATA ' ` O PROJECT NAME: WILD WOOD TIGARD 4 0 \� ADDRESS: 16200 SW PACIFIC HWY. TIGARD OR, 97224 Q f y3 \ CODE 2022 OREGON STRUCTURAL SPECIALTY CODE Q .W V r V - PROPOSED OCCUPANCY: A-2 EXISTING OCCUPANCY: PREVIOUS (B) VORAGE V Vi06 DESCRIPTION: REFER TO COVER SHEET , AO �►�,. 6 SF/300SF/O C - OCC iOr �, • �� DACE • V V V V V V V �' lb BUILDING AREA ,-� r� 0 0 0 �9 0 Q o o o 0 0 0 -� o i * o 0 0 �'�� R /, /, i EXI:�1 DEMISE ALL GY S WALL A D REQUI E ON THIS , err• �!o BUILDING DATA �L,l MET'de �'1 O �1A►' Z otSF/200SC C = 2 O� / ,AI V , AL OR Q A O ER E FRO H IIN ELL 'E BAR -7 T �►r v V V V \i, OCCUPANCY SECTION 302 MIXED ADJACENT TENANTS: M & B -:• �/ �/ �/ O Or WALK IN 1, / / / / • O O O O O O O O O ` V -.�- V �EF�1 ER R V `�a, OREG• CITY, �/ �/ CONSTRUCTION TABLE 601 TYPE III B SPRINKLERED / / / ' O 0 0 0 _ O •M ���� PA45O _ O O Wh ��// ��// ��// �/ —t, SPRINKLERS SECTION903.2 NON SPRINKLERED �� OR xxx0 O O . O `i- - `, 121�SF/30bSF/OLC = 'Y OCCV .�1,, Approved plans shall be on job site. ALLOWABLE HT. (FEET) TABLE 504.3 55 FEET � ' OF OR /, '/, /, '/, i �� � Ler ESA&IT H V Vvi w w w 0 = w . w .r�7 w 0 0407 V V V � , /� ALLOWABLE HT. (STORIES) TABLE 504.4 2 STORIES i ; / / , / X O O O • �4 - - _ Wk. O • • W # V V V V V A". i, / / /`` PROPOSED HEIGHT BUILDING BUILDING HEIGHT: 1 STORY, APPROXIMATELY 30' 0" / / ' O O O _— O • W _ • O O .1# .. , / / / / / DATA �� �. fir BASIC ALLOWABLE AREA TABLE 506.2 50,000 S.F. Ay / / / / / / / (�, / / / / / / \ �i. / ALLOWABLE AREA WITH / / / / / / / / / / / / / / / / /2;N. O O . O O �� i. �.\ 506.3 75/0 = 87,500 SF ' � � �► / / / / / � `■, :. i / / / / / / / / / / ', FRONTAGE INCREASE• / / / / / / / / / / / / / / / / / / / / / / ` / / / / / / / / /OAN / / / / / ' O 0 0 16; i��i / / / / / / / / / �` • ` •3��ST / / /� O O O O ��� / / / / / / / / / / �`. ��C L. O O / / ,,�, / / ', '`� �M/,F / , O ` / / / / / / / ', r ', / ', / / / / ', / \ /� / PROPOSED AREA BUILDING NO CHANGE: APPROXIMATELY 75,500 SQUARE FEET ' / , '/ ', 0000 / / , 000 , 0000000 '`� DATA / 0000000000000000000000000000000000 i ' '/, '/, ', '/, /, \ - \ /, '/, '/, '/, '/, /, / ', 00000 0000000 / / / / / / /M, ' , / / / / / / / / / / / / / / ' ' , 'M/ / ' / / / / N' 0 / / / / % / / / / / / / / / / / / / / / FIRE-RESISTANCE-RATED TYPE _ / , ' , ' / / / / / / / ✓ / / ' : ' , ' ' / / / ', / / / / / P O / ', ', / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ' / / / ' 2, •) . / / / / / ', ', / / / 1 04 / / ', / ', / / / / / 7 m 0 '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, / '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/. '/. i /. /. '/. '/. �/ ,.'/, '/, , / /, '/, /24$S6915F,AQC, , ,,� / '/, '/, '/, '/, / DESCRIPTION OSSC ELEMENT RATING (HOURS) m / / / / / / / / / / / / / / '/, '/, '/, '/, / ✓ / / / / / / / / / / / / / '/, , `/ a' REFERENCE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , ' 0 / / / •, / / / / / / / ' / / / / / / / / : GENERAL TABLE 601 EXTERIOR BEARING WALL 2 HOURS /0/ '/, / / '/, / / '/,��/, / i '/, / i '/, '/, '/, '/, '/, '/, i i '/, i / '/,-0-7 / i '/, / i '/, '/, ' '/, 0 '/, •' '/, '/, '/, '/, '/, ' '/, '/, '/, '/, ' '/, ''''/, '/, '/ '/ '/ a FIRE RESISTANCE ALL OTHER ELEMENTS 0 HOURS "" "" "" "" "" "" "" "" "" "" "" "" ," ." "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" " ' / / / / / / / / / / / ' � / / / / RATINGS 602SF/15SF/OCC = 41 OCC , , , , , / / / ,Old, / ,/ ,/ STORAGE / W SEATING AREA / / / / / , 105 / / °� / / '' / / / / / / / / OCCUPANCY SEPARATION rn 100 „ „ „ „ , „ „ „ „ „ „ „ „ „ „ „ „ , „ „ „ „ „ „ „ , „ „ „ „ „ „ „ „ „ „ „ „ " • '/, `'/, '/, '/, '/, '/ '/, a/, '/, '/, '/, / , RESTROOM 1060/ RATING (HOURS) / / / DESCRIPTION OSSC ELEMENT 0 / ' / / / / ', / (7- , / / / ', / / / / / / / / / ; / i / / / / / / / 00 / / 0. 0 0 : < / / / / / / / / / \OA �`� REFERENCEON/ 0 / / / / / ' / _ ' / / / / / / / / / / / / / / / ' / ' / / / / / / / / / / / / / / / ' ` / / / / / / / REQUIRED TABLE 508.4 A-2 : M 2 HOURS / / / / / , / / ', / / / / / / / '/, / / / , /, '/, '/, '/, / / / / / / / ; • / / / / / '/ SEPARATION OF A 2 : B 2 HOURS 1 cc p • / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ' -- / / / --_ < / / / / OCCUPANCIES o , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , " 4Y:0 - 0cc / / / / / ' , , / / / / / / / ' , , / / / / / / / / / / / / / / / / ' , , , / / / / / / / / ' - c� L, '/, 0 / '/, '/, '/, % '/, '/, (--;- '/, '/, '/, : '/, '/, ' '/, '/, '/, '/, -, '/, '/, ' , '/, '/, '/, -, '/, '/, ` , , , , '/, '/, ; RES -:4 ~ No MEANS OF EGRESS a'/, '/, /, /, '/, '/, , 0 , '/, '/, '/, '/, '/, , '/, , '/, , '/, '/, '/, '/, '/, 0 0 0 0 0 0 , 0 0 0 0 0 '/, '/, '/, '/, '/, '/, '/, '/, '/, / ; 107 I- w co OSSC REFERENCE DESCRIPTION EGRESS COMPONENTS H r / / / / / — / / �,__ (0 0 •-(_/ / / / '---/ / �/-_ , / / / '--/ / / / / / / / / / � T cn cn / / / / ' , , , / / / / / 0 , , , , / / / / / ✓ ✓ ✓ / / / / / / / / / / ✓ 0 N / / / / / / / / / / / / / / / / / LONGEST PATH OF EGRESS 107' SECTION 1005.2 MINIMUM EGRESS COMPONENTS: (INCHES X OCCUPANT) 2t rz' TING DEMISING WALL PSI P V1yAL BQ, UI ED QN I,S SIRE, REQUIRED OTHER: .2 X 32 = MIN. 36" _ OF ALL FORM 10'AFF TO UN 44 UE R"O t ' HINIGN.� Ail O i x ♦ / 00 , ' / / -- '/ '/ % / / / / / / / / , , / / '. / / / , / : EGRESS WIDTH I- � Q a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —\ , SECTION 1013 EXIT SIGNS EXISTING EXIT SIGNS PROVIDED WHERE SHOWN ON PLANS O • ® TABLE 1006.2.1 COMMON PATH WITHOUT SPRINKLER SYSTEM: ci) * OF EGRESS 75 FEET o i ` TRAVEL 0 • - 331 ------1 TABLE 1017.2 EXIT ACCESS WITHOUT SPRINKLER SYSTEM: t TRAVEL 250 FEET DISTANCE MINIMUM NUMBER OF PLUMBING FIXTURES /;;\ PER OSSC,TABLE 2902.1 _ 0 :v:r A ./ \ka TOILETWTOILETS LAVATORIES LAVOATORIES OTHER • 63 OCCUPANTS 1 PER 1 PER 1 PER 1 PER DF: NONE READ + (32 OCC. PER SEX) 40 OCC. 40 OCC. 75 OCC. 75 OCC. PER EXCEPTION F a \ REQUIRED: 1 1 1 1 0 7 PROVIDED: 1 1 1 1 0 1- • Cl CODE SUMMARY G 100 SCALE: 1/4" = 1'-0" I-- cc ' I M 0 D O CI) n w 0 M O ID 0 U &:7i PROJECT NO.: 10800-24 MDRAWN BY: r DATE: MARCH 4, 2025 0 m G . 1 00 _ 0 1 2 3 4 5 1 2 3 4 5 METAL STUDS PER SCHEDULE TYPICAL ASSEMBLY SYMBOLS LEGEND A , g 5/8"TYPE'X GYPSUM WALLBOARD 2x WOOD STUDS AT 16"O.C. NOTE: NOT ALL SYMBOLS OR CONFIGURATIONS MAY BY USED BATT INSULATION (1) LAYER 5/8"TYPE"X"GYPSUM WALL ASSEMBLY TYPE PRIMARY COMPONENT / WALLBOARD EACH SIDE NUMBER WALL TYPE 4 3-5/8" METAL STUD 5 5 1/2" ENGINEERED STUD INSULATION WHERE CALLED OUT 6 6" METAL STUD .— / SEE FLOOR PLAN 8 8" CMU BLOCK KId APPROVED ,..). ._. HQ , , . , DESIGNATOR FLAG /l Q Q FIRE RESISTANCE RATING WALL INSULATION REFRIGERATION PANEL PER - NON-RATED - NON-INSULATED REFRIGERATION MANUFACTURER 1 1 HOUR S ACOUSTIC BATT 2 2 HOUR T THERMAL* 3 3 HOUR 4 4 HOUR * FOR THICKNESS AND V D ARc ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED R-VALUE, SEE ASSEMBLY TYPE. 41' PARALLEL OR AT RIGHT ANGLES TO ONE SIDE OF 3 5/8 STEEL STUDS 24 O.C. MAX PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 35/8"STEEL STUDS 24"O.C. MAX .-� f� WITH 1"TYPE S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR WITH 1"TYPE S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR • REK AND CEILING RUNNERS AND INTERMEDIATE STUDS. AND CEILING RUNNERS AND INTERMEDIATE STUDS. FLOOR/CEILING/ROOF �Ll MET iolf n ASSEMBLY TYPE 9 a JOINTS STAGGERED 24"ON OPPOSITE SIDES. (NLB) DESIGNATOR FLAG R ROOF ASSEMBLY i RC CEILING/ROOF ASSEMBLY OREG• CITY, WALL TYPE 5A4 WALL TYPE 1 GA FILE NO. WP 1200 C CEILING ASSEMBLY 1' �'�A ORF C`O�G-200 SCALE: 1-1/2" = 1'-0" 1-HR RATED WALL PARTITION FC FLOOR/ASSEMBLYSEMBLY 'I�j, OF O 1`-EcD SCALE: 1-1/2" = 1'-0" �CC SEQUENTIAL IDENTIFIER METAL STUDS PER SCHEDULE ASSEMBLY NOTES 5/8"TYPE'X GYPSUM WALLBOARD INTERIOR A. ASSEMBLY COMPONENTS SHOWN HERE REFLECT THE MAJOR CONSTRUCTION MATERIALS; ADDITIONAL AND ALTERNATE MATERIALS AND/OR CONSTRUCTION METHODS MAY BE ii—,,,, ] iREFRIGERATION PANEL PER INDICATED IN REFERENCED ASSEMBLIES. REFRIGERATION MANUFACTURER B. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES LISTED ASSEMBLY ATTACHMENT AND BLOCKING REQUIREMENTS ONLY WHEN MORE RESTRICTIVE. C. WALLS ARE NOT DESIGNED TO SUPPORT WALL-MOUNTED FIXTURES,ACCESSORIES, 4 a U4 FURNISHINGS OR EQUIPMENT. PROVIDE NECESSARY STRUCTURAL BLOCKING, BACKING,AND A /OR FRAMING WITHIN THE APPROPRIATE WALLS FOR THIS PURPOSE. ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTAL TO INSTALLATION. 4 • • D. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED AT co / PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND CONDUITS, PIPES AND m CONCRETE nil ncnNIQV SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES,AUTHORITIES OR OWNER REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. VERIFY EXISTING 2 HOUR CMU DEMISING WALL INTERIOR PRIOR TO BIDDING. I I E. WALL ASSEMBLIES: PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL ROOMS WHERE U J PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD AT ( n ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED ALL HIGH HUMIDITY AREAS. V J PARALLEL OR AT RIGHT ANGLES TO ONE SIDE OF 3 5/8"STEEL STUDS 24110.C. MAX WITH 1"TYPE S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR F. PROVIDE SOUND ATTENUATING BATT INSULATION FULL HEIGHT OF WALL AT ALL TOILET ROOM AND CEILING RUNNERS AND INTERMEDIATE STUDS. WALLS. O N N- 0) J. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, CONDUIT, Z m0 ETC., THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL EXTEND THE FULL yn WALL TYPE 2 SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING OCCURS. 0cc — WALL TYPE 6 /B4 Q - LO K. STAGGER VERTICAL AND HORIZONTAL JOINTS OF GYPSUM BOARD IN ALL CONDITIONS OF EcD SCALE: 1-1/2" = 1'-0" G 200 SCALE: 1 1/2" = 1' 0" REFRIGERATION WALL PANEL C3 m DOUBLE LAYER GYPSUM BOARD CONSTRUCTION, UNLESS NOTED OTHERWISE. w r L. INSTALL CONTINUOUS ACOUSTICAL SEALANT AT TOP AND BOTTOM OF FIRST GYPSUM BOARD D '- LAYER IN ALL DOUBLE LAYER GYPSUM BOARD WALL CONSTRUCTION. INSTALL CONTINUOUS 0 FIRE SEALANT AT TOP AND BOTTOM OF SECOND GYPSUM BOARD LAYER ONLY, TO MAINTAIN = RATINGS. O 0 xx M. APPLY VAPOR RETARDER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH 0 < ~ MATERIAL, TYPICAL. u� N. COORDINATE FLOOR, WALL,AND ROOF ASSEMBLY MINIMUMS WITH STRUCTURAL DRAWINGS. o REFRIGERATION PANEL PER 0 O. FOR STRUCTURAL METAL GAUGES, SEE MANUFACTURE GAUGE TABLES AND STRUCTURAL REFRIGERATION MANUFACTURER DRAWINGS. P. ALL SIDING FASTENERS SHALL BE DRIVEN INTO SOLID BACKING. DO NOT OVER DRIVE FASTENERS. u Q. COLD FORM STEEL STUDS TO MEET ASTM C645, INSTALLATION TO MEET ASTM C754 U U R. COLD FORM STEEL STUD SIZE DESIGNATION PER STEEL STUD MANUFACTURES ASSOCIATION (SSMA). A A u4 A • S. USE IMPACT RESISTANT GYPSUM IN ALL NON OFFICE AREAS. <> • T. PROVIDE WMP-50" FACING BY LAMTEC CORPORATION AT INSULATED ROOFS AND WALLS • • WITHOUT FINISHES. I CONCRETE MASONRY EXISTING EXTERIOR WALL (J C4 WALL TYPE 3 LLJ G-200 SCALE: 1-1/2" = 1'-0" _ _ -- METAL STUDS AT 16"O.C. I M >� LJJ (1) LAYER 5/8" USG MOISTURE RESISTANT SHEET ROCK EACH SIDE M W � INSULATION WHERE CALLED OUT V J SEE FLOOR PLAN (n CD Q dio"-ilE ... ... A. A.. Al M Q CD 01 PROJECT NO.: 10800-24 MDRAWN BY: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED rar DATE: MARCH 4, 2025 PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 35/8"STEEL STUDS 24"O.C. MAX 11J1� WITH 1"TYPE S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS STAGGERED 24"ON OPPOSITE SIDES. (NLB) G . 200 D4 WALL TYPE 4 G 200 U SCALE: 1-1/2" = 1'-0" 1 2 3 4 5 1 2 3 4 5 Greenbox PARTIAL HEIGHT NON-BEARING WALL PARTIAL HEIGHT NON-BEARING WALL ELEVATION TYPICAL PARTITION DETAIL r COLD FORMED STEEL STUD SCHEDULE APPROVED STUD FULL HEIGHT WALL HEADER INFILL FRAMING FULL HEIGHT STUD&TRACK @ HEIGHT STUD&TRACK L3X3X18GA X WIDTH OF 8'-0"O.C. OR EACH END OF WALL 10'-0" STUD: 350S162 33 350T125 33 350S125 18 @ 24"O.C. TRACK @EACH FULL LESS THAN 8'-0" LONG, SEE TRACK: HEIGHT STUD WITH (3) SCHEDULE #10 SCREWS ONTO EACH 12'-0" STUD: 350S162-43 350T125-33 350S125-18 @ 24"O.C. LEG #8 SCREWS 14 GA DIETRICH SLIP TRACK: 350T125 43 L IL IL EXTEND METAL FRAMING TO EACH SIDE TRACK W/(3) #10 SCREWS 14'-0" STUD: 350S162-68 350T125-33 350S125-18 @ 24"O.C. N HEADER, SEE SCHEDULE STRUCTURE 8'-0"O.C. OR AT EACH CROSS MEMBER EACH END OF WALL LESS Q TRACK: 350T125-54 Q INFILL STUD FRAMING, SEE SCHEDULE THAN 8'-0"LONG, SEE 16'-0" STUD: (2) 350S162-43 350T125-33 350S125-18 @ 24"O.C. SCHEDULE TRACK: (2) 350T125-43 18'-0" STUD: (2) 350S162-68 350T125-33 350S125-18 @ 24"O.C. 1 r- HEADER SEE SCHEDULE TRACK: (2) 350T125-54 20'-0" STUD: (2) 400S162-54 400T125-33 400S125-27 @ 24"O.C. CEILING AS NOTED D A TRACK: (2) 400T125-54 24" METAL STUD, SEE -I ► ![ /O.0 SCHEDULE FOR SIZE Cj r 22'-0" STUD: (2) 400S200-54 400T1 25 33 400S125-27 @ 24"O.C. ; AND SPACING �� WALL PER SCHEDULE �I I �td ERE TRACK: (2) 400T200-54 (E) CIP 20 GA TRACK WITH 1 1/4" ICJET' 24'-0" STUD: 600S162-68 600T125-33 600S125-30 @ 24"O.C. CONCRETE SLAB FLANGES HILTI X-DNI, 0.145" ; WALL PARALLEL TO ROOF JOIST TRACK: 600T200-54 (NON-P.T.) SHANK POWER ACTUATED p. 26'-0" STUD: 600S162-68 600T125 33 600S125-30 @ 24"O.C. J J RUBBER BASE AS FASTENER @ 24"O.C. GII CITY, i Al TYP. DEMISING WALL PARALLEL TO JOIST 2@ 12 TRACK: 600T200-54 SCHEDULED EMBED 1" MIN. �� OR � #8 SCREW @8" O.C. TYP /, 28'-0" STUD: (2) 600S162-33 600T125-33 600S125-30 @ 24"O.C. L3X3X18GA X WIDTH OF STUD BOTTOM TRACK, SEE TYPICAL PARTT+IN R�EHEDULED EXISTING CAST IN `7A, �� G-205/ 1 1/2" = 1'_01 )C2@12 TRACK: (2) 600T150-33 TRACK @EACH FULL HEIGHT PLACE CONCRETE OF Q� WALL STUD 30'_0" STUD: (2) 600S162-43 600T125-33 600S125-30 @ 24"O.C. STUD WITH (3) #10 SCREWS TRACK: (2) 600T150-43 ONTO VERTICAL LEG AND (3) 4'-0" MAXIMUM (E) ROOF/FLOOR #8 SCREW TYP HILTI X-DNI (0.145"SHANK) / f / 1. COLD FORM STEEL STUDS TO MEET ASTM C645, INSTALLATION TO MEET ASTM C754 POWER ACTUATED / (2) #8 SCREW \ ASSEMBLY FASTENER, 1" EMBED @24"O.C. 2. COLD FORM STEEL STUD SIZE DESIGNATION PER STEEL STUD MANUFACTURES ASSOCIATION (SSMA) #8 SCREW T125-43 X 4 3/4"W/ (6) #8 3. 362S MAY BE SUBSTITUTED FOR 350S @24"O.C. V 400S162-33 @ EACH SCREWS TO JAMB _ CROSS PIECE WITH (3) 4 FT TO 6 FT (2) 600S125-33 (3) #8 SCREWS TYP #10 SCREWS, @ EACH END UP TO 8 FT (2) 600S125-43 400T125-43 AT EACH UP TO 13 FT (3) 600S125-68 o 2" END OFSLIPTRACK �/� 4 B3 PARTIAL HEIGHT NON-BEARING WALL ELEVATION WITH WITH (3) #8 O0 CLIP FLANGE AND SCREWS @ EACH END BEND TRACK WITH (5) G-205 1/4" = 1'_0" #8 SCREWS TO JAMB 00 #8 SCREWS OR L2X2X54 MIL X1/2" co EACH SIDE 14 GA DIETRICH SLIP TRACK X LESS THAN STUD 2'-6"WITH (3) #10 SCREWS @ 4 WIDTH WITH 5 #8 EACH END ( ) SCREWS EACH LEG FULL HEIGHT STUD/TRACK, ° 10" MIN. W SEE SCHEDULE FOR SIZE AND JAMB SEE SCHEDULE SPACING #8 SCREW @ 8" O.C. TYP T125 X WALL WIDTH WALL PENETRATION D v 0 N WALL PERPENDICULAR TO ROOF JOIST TYPICAL NON BEARING WALL PENETRATION AT 16' 0" N MAX STUD HEIGHT o) 1" L3 X EACH SIDE 1" OF JAMB WALLD 43 MIL MIN TRACK(FULL HEIGHT OF O JAMB STUD) OR MATCH STUD d TYP. WALL PARALLEL TO JOIST B2 BOX HEADER 13'-0" MAX PENETRATION SIZE 1/2" 1 1/2" PENETRATION MIN.THICKNESS,FLANGE =H1CH�VERIS GRATER B1 �® E N 81% G-205 1 1/2" = 1'-0° G 205 3/4" 1'-0" • �'` 1/2" 4 1/2" t o a m 11/4 EQ / I w Lo TYP 5/8" DIA. EXP ANCHOR - ~ T EMBED 5" 0 `n N 4'-0" MAXIMUM (E) ROOF/FLOOR AT CORNER OPTION ALT JAMB / ASSEMBLY #8 SCREW @ 6"O.C.TYP O U x LT ATTACHMENT AT FOUNDATION WALL 0 Q � JAMB SCHEDULE BRACE SCHEDULE Q ATTACHMENT BACK TO BACK JAMB CLIP TRACK FLANGE STUDS PER PLAN AT LAP JOINT BOXED JAMB STUDS PER SCHEDULEWALL TYPE OPENING # OF JAMBS MAX"L" BRACE SIZE SPACINGcp 400S162 33 @ EACH TRACK Qco CROSS PIECE WITH L2X2X54 X 1/2" LESS THAN STUD 3 5/8" 4 FT TO 6 FT 2 350S162-33 7 FT 6'-0" T (3) #10 SCREWS, EACH END 11� WIDTH WITH (4) #8 SCREWS TO / ;*./° 3 5/8" 6 FT TO 8 FT 3 (2) 350S162-33 9 FT 8'-0" r 400T125 43 I JAMB -WITH (2) 0.145 DIA. PAF'S TO / 3 5/8" UP TO 12 FT 3 600S162-33 10 FT 6'-0" 0 /4(= REINFORCING TRACK CONC. (EMBED 1 1/2" MIN) WITH (4) / / 6" 4 FT TO 6 FT 2 (2) 600S162-33 12 FT 8'-0" WITH #8 SCREWS @ 6" #8 SCREWS TO TRACK ABOVE AT 6" 6" O.C. STUD BRG WALL U P TO 12 FT 3 6 FT TO 8 FT 3 1.NOT0. WHERE BACK TO BACK STUDS ARE USED, U #8 SCREWS 14 GA DIETRICH SLIP �� NOTES: ATTACH TOGETHER WITH #8 SCREWSS HERE EACH SIDE TRACK W/(3) #10 SCREWS 1. DESIGN IS BASED ON 5 PSF MINIMUM AT 12"O.C. STAGGERED A MIN. OF 1/2" AT EACH CROSS MEMBER ADD'L L3X AT WALL PENETRATIONS LATERAL PRESSURE. FROM EDGE OF STUD TYP. 401*". OVER 6' 0" 2. DEFLECTIONLIMIT OF L/240 FOR BRITTLE 2. BRACES TO BE INSTALLED AT 45°: FULL HEIGHT STUD/TRACK, FINISHES. SEE SCHEDULE FOR SIZE AND FINISH \ HOWEVER ANGLE MAY RANGE BETWEEN SPACING #8 SCREW EACH STUD TYP 40°TO 50°FOR CLARENCE IF NEEDED. 20 GAUGE TRACK WITH 1 1/4" FLANGES WITH HILTI X-DNI 0.145"SHANK POWER ACTUATED FASTENERS AT 24"O.C.WITH 1" MIN EMBED WALL PERPENDICULAR TO ROOF JOIST TYPICAL INTERIOR NON-BEARING WALL JAMB STUD ATTACHMENT CEILING JOIST SCHEDULE C W � TYP. WALL PERPENDICULAR TO JOIST c2 WALL FRAMING AT CORNERS C3 WALL HEADER AND JAMBS SPAN JOIST SPACING JOIST SIZE REMARKS Eci r---H 2 1 1/2" = 1' 0" G 205 3/4" = 1'-0" G 205 3/4" = 1' 0" 6'-0" 16"O.C. 362S125 27 ((v//r�/) 05/ 8'-0" 16"O.C. 362S1 25-27 W 12'-0" 16"O.C. 362S125-27 NOTE 1 M = U) FULL HEIGHT STUD PER 16'-0" 16"O.C. 362S1 25 27 NOTE 1 0 W 43 MIL MIN TRACK(FULL SCHEDULE Ci) #8SCREW @ 8"O.C. TYP HEIGHT OF JAMB STUD) OR1. INSTALL MID SPAN LATERAL SUPPORT OF COMPRESSION FLANGE L/J �� CO WALL MATCH STUD THICKNESS, t W PENETRATION WHICHEVER IS GRATER- MIN. 18 GA TRACK �� JAMB PER SCHEDULE 2@ 12 0 )E2@12FLANGE = 1 1/4" W tl 43 MIL MIN. II #8 SCREW @ 6"O.C.TYP 2" 0 n DEMISING NON-BEARING WALL v J (n ppl/ , lk THICKNESS L3X3X54 X 1/2" LESS THAN STUD BACK TO BACK JAMB / / FULL HEIGHT TRACK TO COLD FORMED STEEL STUD SCHEDULE CD (� / tl WIDTH WITH (4) #8 SCREWS TO STUDS PER PLAN / MATCH WALL STUD WITH JAMB-WITH (2) 0.145 DIA. PAF'S TO ` #8 SCREWS @ 12"O.C.TO STUD FULL HEIGHT STUD SIZE I < Q t/ EACH FLANGE. NOTE: HEIGHT STUD&TRACK 1 I lii CONC. (EMBED 1 1/2" MIN) -WITH (4) BACK TO BACK STUDS 8'-0" 24"O.C. 350S125 18 0 #8 SCREWS TO TRACK ABOVE AT /1IIKI 41 BRG WALL 6"CRIPPLE STUD WITH (4) #8 WALL STUD PER SCHEDULE 2" WITH WEB ON THE 10_p 24"O.C. 350S125 18 M W z / ir 4 II SCREWS TO JAMB � OUTSIDE MAT BE USED 12'-0" 24"O.C. 350S125 27 001111 ` SCREW �� 11 CD ATTACHMENT � I #8 SCREW,TYP #8 SCREW @ 8"O.C.TYP 14'-0" 24"O.C. 350S162-33 �.� CLIP ANGLE ,+>0CLIP FLANGE AND BEND 16' 0" 24"O.C. 350S162 43 #8 SCREW 12"O.C. TRACK AND ATTACH WITH 18,_0„ 16"O C 400S162 33 = 80% OF STUD DEPTH-� [LENGTH (d)] Iii PROJECT NO.: 10800-24 #8 SCREW EACH NOTE: OR#2X2X54 MSIL X11/2"MB 20'-0" 16"O.C. 400S1 62-43 0 STUD TYP SILL TRACK AND STUD SHALL BE LESS THAN STUD WIDTH 22'-0" 16"O C 400S162-54 M DRAWN BY: CONTINUOUS NO SPLICES WITH (3) #8 SCREWS 24-0" 16"O.C. 6005162-33 COLD ROLLED ALLOWED EACH LEG DATE: MARCH 4, 2025 20 GAUGE TRACK WITH 1 1/4" CHANNEL 26'-0" 16"O c 6005162-43 0 FLANGES WITH FASTENERS AT 24" 28'-0" 16 O c 600S1 62 43 O.C.WITH 1" MIN EMBED TRACK TO MATCH WALL NESTED XXXS137-54 TYP. WALL PENETRATION 30'-0" 16"O.C. 600S162-54 SIZE AND THICKNESS 4'-0" MAX U.N.O. (OMIT AT 6"WALL V(J WITH OPENING 8'-0" MAX 1. COLD FORM STEEL STUDS TO MEET ASTM C645, INSTALLATION TO MEET ASTM C754 TYPICAL SILL CONNECTION C-D., TYPICAL INT. HEADER 4'-0 ' MAX. 2. COLD FORM STEEL STUD SIZE DESIGNATION PER STEEL STUD MANUFACTURES ASSOCIATIOND1 (SSMA)GD1 BRID IN WITH LIP AN LE GD2p5 4YP1 AL JAMB T FL R NNE TI N GDoS 4 _ 1I_ 205 4 = 1 (f)) 3/ 0 3/ -0 3/ � - � 3/ 0 0 1 2 3 4 5 1 2 3 5 48" MIN. 48" MIN. 54' MIN. reenArc IZec1 re I I z I I z 60" MIN. ---- �� I 1 N CLR. I �/ 1 I I I 7r L---- Z z I L__ J - z z r m mr- � / Z 18" 112" 1 F 1 36" MIN. (A) (B) �/ \ E MIN. 't`MI� I FRONT APPROACH SIDE APPROACH � \ I ec 0 I . (A) (B) I \ G� / -I 1 6 U 48" MIN. / ,= Ir 1- r nl Z \ / 1 1 I I I Q __ // L J (3I Q i i (A) (B) (C) (D) I FRONT APPROACH, FRONT APPROACH, FRONT APPROACH, HINGE APPROACH, MIN. j v 1 1 MIN. 36" MIN. `� PULL SIDE PUSH SIDE PUSH SIDE PULL SIDE L J L J MIN. CLR. MIN. BOTHO I OPRVDED WITH AND (C) (D) CLR. CLR. LATCH (FIGURE 304.3.1) (FIGURE 304.3.2) � POCKET OR HINGE STOP OR LATCH �, C-y D A� � f APPROACH APPROACH v CIRCULAR T-SHAPED (C) I-Zi REK z I I I I ,C-Ll MET.iolf C1 DOORS IN SERIES AND GATES IN SERIES z 1 z i i AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS :9 `� 4 42 MIN. I I I v 22" 1 22° CITY, I 1MIN. I tMIN. DREG• C Al SIZE OF TURNING SPACE MANEUVERING CLEARANCES * J ' Lj7 LA4 MANEUVERING CLEARANCES �� �R 6oG-220 SCALE: 1/4" = 1'-0" SECTION 304 PER 2010 ADA STANDARDS (ICC A117.1) (AO -2 SCALE: 1/4" = 1'-0" FIGURE 404.2.6 PER 2010 ADA STANDARDS (ICC A117.1) G-22C SCALE: 1/4" = 1'-0" FIGURE 404.2.4.2 PER 2010 ADA STANDARDS (ICC A117.1) OF Ogg (E) (F) (G) HINGE APPROACH, HINGE APPROACH, HINGE APPROACH, PULL SIDE PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 36" 36" I- i 42" / MAX. / / MAX. . 5 MAX. 24" 24" I r----7 17 7 24" I MIN. MIN. L L L z MIN. � I I � I � I o 18 I 112' " I g z 1 I z I I 1 MIN. F ��IIN� I Eo X I I 1 1 I I I I X>8 X>8 X>8 z 24" 1 'n I 24" I I 24" I Eo ,r I 24'1 I N. 63MIN. MIN. MIN. 1 MIN. 111 � zz N J N J N L J N L J coN. 42" FRONT APPROACH, m MAX. (H) (I) (J) (K) PULL SIDE LATCH APPROACH, LATCH APPROACH, LATCH APPROACH, LATCH APPROACH, FIGURE 604.7(a) FIGURE 604.7(b) FIGURE 604.7(c) PULL SIDE PULL SIDE, DOOR PUSH SIDE PUSH SIDE, (B) (C) PROTRUDING DISPENSER BELOW PROTRUDING DISPENSER ABOVE RECESSED DISPENSER PROVIDED WITH DOOR PROVIDED FRONT APPROACH, FRONT APPROACH, GRAB BAR GRAB BAR CLOSER WITH CLOSER PUSH SIDE PUSH SIDE, DOOR Up PROVIDED TH SECTION 604.7 BOTH C OS RIAND DISPENSERS LATCH O CV N- AT MANUAL SWINGING DOORS AND GATES AT RECESSED DOORS AND GATES 20" 20"-25" 1 cc MAX. MAX. n 0 I__L o m T ,.. gm B3 MANEUVERING CLEARANCES MANEUVERING CLEARANCESLn ~ I f` G 220 SCALE: 1/4" = 1' 0" FIGURE 404.2.4.1 PER 2010 ADA STANDARDS ICC A117.1 CB,D SCALE: 1/4" = 1'-0" FIGURE 404.2.4.3 PER 2010 ADA STANDARDS ICC A117.1 Q a Q LLJ I '��► 111 I �11!,* �_ II GJ j;ids 1 \ co Z r--vii�i� i EM-' \ II (TP) �I N. C3, i Q m!a CIA �� �IIIIv' T. 4 IIID� (�j (EC) ` N. N. O FIGURE 604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET 1 Q COMPARTMENT DOORS c:: SECTION 308.2.1 (A) (B) z FIGURE 604.3.1 UNOBSTRUCTED FORWARD REACH SIZE OF CLEARANCE SECTION 308.2.2 i AT ADA WATER �� -� 39" MIN. N OBSTRUCTED "' `�' 41" MAX. HIGH FORWARD - • z 54" MIN. 36" MIN. I I REACH = I ��II 4" MAX. �]�I24„ c" /ALT. DOOR12 MAX. 42" MIN. 12" MIN. 60" MIN. / pl MAX. II ALT. DOORI LOCATION l" LOCATION ll 6o MIN. q 16"-18" cc c` - r 7� / _ cE N M / U o5 f C > A C C X WHERE z < < z Q TRANSFER 0 C7 T °� o� - OCCURS -• v N CO SIDE 7„ 9„ r z z 0 FIGURE 604.2 N. � � � LOCATION OF 48 MAX. Lc) ''ii WHEELCHAIR / 60" MIN. / / 60" MIN. t 40" MAX 40" MIN. 4 c�' ACCESSIBLE p > L� CONTROLS MAX NL WATER CLOSET FIGURE 604.5.1 (A) FIGURE 604.5.2 (B) FIGURE 604.7 0 O Q = m U (A) FIGURE 604.8.1.1 (B) FIGURE 604.8.1.1 SIDE WALL BACK WALL DISPENSER OUTLET 1 O w - Q HEIGHT OF LOCATION E- _ CD c N J OPERATING 60" MIN. j ADULT WALL HUNG WATER ADULT FLOOR MOUNTED WATER Om L cn O MECHANISMS t CLOSET COMPARTMENT CLOSET AND CHILDREN'S WATER r r CLOSET COMPARTMENT 1, 18" �n (FEC) SURFACE (M1) ELECTRICAL OUTLET v J FIRE MOUNTED MIRROR q MEDICINE CAB&CABINET CLEAR FLOOR SPACE AT WATER CLOSETSGRAB BARS AT ALL ADA WATER CLOSETS CLD 0 Q EXTINGUISHER SOAP (603.3) LAVATORY C3 SCALE: 1/4" = 1'-0" SECTION 604.5 PER 2010 ADA STANDARDS (ICC A117.1) CABINET DISPENSER G-220 SCALE: 1/4" = 1'-0" SECTION 604 PER 2010 ADA STANDARDS (ICC A117.1) P w SECTION 602.6 WATER FLOW - - - 0 THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE SECTION 606.5 -- LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE rw PALL WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIESTO HIGHEST OPERABLE PART 24" 36fWATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE L�N DOOR2"CL,EAR AND SINK SHALL BE INSULATED OR OTHERWISE FROM WALL OF THE UNIT. WHERE SPOUTS AR LOCATED LESS THAN 3 INCHES OF THE FROM THE SEp p� IS IN CONFIGURED TO PROTECT AGAINST CONTACT.THERE 48" MAX. SITI ® FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES CN SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER 0 MAXIMUM.WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAXIMUM LAVATORIES AND SINKS. CO B FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 15 FIGURE 305.3 18O" MIN. DEGREES MAXIMUM. N SPACEV 1 II CLEARFLOOR J SECTION 308.2.1 UNOBSTRUCTED FRONT APPROACH N. _ MAX. MINI � I II W (SPD) (PTD) (PTD/R) PAPER (SCD) (SND) (EC) -r r I A X a z j CLEAR U SOAP PAPER TOWEL SEAT SANITARY EMERGENCY (TP) (SNR) �% �' � � z z z < TOILET SANITARY �,�i °' 2 2 - I FLOOR1111 DISPENSER TOWEL DISPENSER COVER NAPKIN CALL BUTTON CLEAR _�`\ o DISPENSER W/DISPOSAL DISPENSER DISPENSER I FLOOR -o- j��DICv�L.� N I SPACE PAPER NAPKIN I ) I c� L J CD 0 DISPENSER RECEPTACLE I SPACE - LL Q -- ;\ L '7 8" MIN -- f 6" MAX 17'-25" �- M KNEE 17" MIN TOE NOTE: REFER TO 604.7 FOR DISPENSER REACH HEIGHTS NEAR GRAB BARS PLAN `� CLEARANCE /DEPTH CLEARANCE 48 MIN. PROJECT NO.: 10800-24 DRAWN BY: FIGURE 602.5 FIGURE 306.2 FIGURE 306.2 DRINKING FOUNTAIN TOE CLEARANCE TOE CLEARANCE DATE: MARCH 4, 2025 SPOUT LOCATION LEVER PULL FIGURE 306.3 FIGURE 306.3 rar- KNEE CLEARANCE KNEE CLEARANCE SECTION 602.7 DRINKING FOUNTAIN FOR STANDING PERSON SECTION 1010.1.9.2. HARDWARE HEIGHT SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 (A) (B) n INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND. ELEVATION PLAN v� M D1 MOUNTING HEIGHTS AND OTHER MEASUREMENTS D3 DRINKING FOUNTAIN SPOUT LOCATION D4 ACCESSIBLE DOOR OPENING HARDWARE D5 LAVATORY CLEARANCES G . 220 U (-22)1 SCALE: 1/4" 1' 0" 20 10 A DA ST AN DA RDS (ICC A117.1) G-220 SCALE: 1/4" = 1'-0" FIGURE 602.5 PER 2010 ADA STANDARDS (ICC A117.1) G-220 SCALE: N.T.S. 2019 OREGON STRUCTURAL SPECIALTY CODE G-220 SCALE: 1/4" = 1'-0" SECTION 606 PER 2010 ADA STANDARDS (ICC A117.1) 0 1 2 3 4 5 1 2 3 4 5 GENERAL NOTES: rhtcfure J A. REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL ROUGH Greenbox OPENING SIZE. B. FOR SPECIFIC WALL ASSEMBLY INFORMATION, SEE G-000 SERIES. C. PROVIDE A GB1 20/25 GPM GREASE INTERCEPTOR DOWN STREAM OF BAR AND SERVICE I. EQUIPMENT. CONTRACTOR TO SCOPE EXISTING DRAINS AND PROVIDE GB1 IN AN OWNER I APPROVED LOCATION. y 0 0 %" Q RETAIL ' LEGEND: Q M OCCUPANCY 8'-0" 8'-3 1/2" 3'-4" 12'-2 1/2" / �` )` )` 1 6 © . I I _ I i _ i i . STAINED PLYWOOD ACCENT WALL PANEL TO ALIGN WITH TOP OF STORE �,' 1 S 0 Ii�,i, 7rb. ? FRONT WINDOWS. PAINT COLORS SHOWN ON FINISH SCHEDULE OCCUR B5 STORAGE I,, �Ns. 6j O O 1 6 A 600 ��!,, `.D ABOVE THE ALL PANELS. TRANSITION WALL PINT TO CEILING COLOR AT 13' A D 1 S Ibk AFF (VERIFY TRANSITION HEIGHTS WITH OWNER) � )1"D rll�C�,�> ,,�� �~� RE f Ij�� _ WigininliniMEMEMINUMMELIE T ,Ilk 4 4 //2 `lk �L,l MET;1 S 1o2A am C © S B` r z /m\ C2 D4 0 15 BAR / •� AK 1 WALK IN WORK ZONE REFRIGERATOR DREG• CITY, A 400 c A 400 `A-400 \A 600 101 i = 103 3 T ` OR �`O� V \ r 4 v ` i� � / 13 4 Ol, O1`� ® T ` 64 7 0 • ____ ---„ ".• 0 o3A) 2 �7y �� - - - - ____ � �_ �> ® A5 3° KEYED NOTES: O ® '-600 ® 1. EXISTING 3' EGRESS DOOR WITH PUSH HARDWARE/PANIC HARDWARE. PROVIDE A SIGN ON 3' 2"CLR \ �A4 /041. 00 �i A-600 _ THE DOOR STATING"THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS 73S0 \ 2 T ��y2. EXISTING RESTROOM, NOT IN SCOPE OF WORK Zi 3. MASTER-BILT 11X14X8-4 QUICK SHIP INDOOR WALK-IN 11'X 14'X 8'-4" H FLOORLESS WITH NSF B2 VINYL SEALERS 4 4 A-400 0© v + 70 \ `'7p„ 0 0 ® j N 7 ,c, 4. EXISTING MOP SINK WITH WATER HEATER ABOVE �'1 A 5. GLYCOL, NITROGEN,AND CO2 SYSTEMS ALONG THIS WALL, PROVIDE 2 STAGE CO2 AND 7�5, 9__, * 0 NITROGEN ALARMS AT 12"AFF .\ o'` Q •® PRIVATE ROOM 6. KEG STORAGE ® O 104 00 4 S 7. WALL MOUNTED PIPE SHELVES °°8. 34"ADA BAR COUNTER B4� 9. 34" HIGH COUNTER TOP A-400 SEATING AREA de STORAGE 0 10. ADA TABLE W 100 �\� 105 , 11. POCKET DOORS (n �104A „\Q' A -EST ROOM/1 12. EXISTING POST TO REMAIN v J 7" 11 �� 106 13. PROVIDE (2) 4"CONDUIT FOR GLYCOL LINES N C C ® / ` 14. 44"TALL BISTRO TABLE 0 CV 0) 4 6 005A) 15. PROVIDE"M"Tower 24 Tap S/S Glycol Ready = 0 0 S O ' , 16. PROVIDE 4"GLASS RINSER cc 44 e © < o 67 1 S ,��' 17. PROVIDE STAINLESS STEEL BAR TRY WITH DRAIN 0 oLO ' D _ _ p7 \ , RESTROOM 18. PROVIDE HAND WASH SINK DRAIN TO FLOOR SINK C1 m �, . 107 w 19. PROVIDE GFCI OUTLET WITH DEDICATED CIRCUIT FOR MICROWAVE BELOW COUNTER ~ co ` VI �VI \ HALLWAY 20. PROVIDE 55"TV, MOUNTING HARDWARE, ELECTRICAL, DATA,AND BLOCKING AT 86"AFF 0 u) Q �i �� 21 c o D / 7 7 1/2 / 108 21. PROVIDE WOOD ACCENT WALL O x 0 • L a 22. PROVIDE POINT OF SALE STATION, PROVIDE POWER AND DATA Q 23. PROVIDE 12X12 FLOOR SINK 0 0 1 6 24. T&S 5GF-8P-WS WATER STATION OR EQUAL, CONTROLS NO MORE THAN 22" FROM LEADING t► i 0 0 1 S EDGE OF COUNTER TOP co 0 T 25. T&S 5GF-W-F WALL MOUNTED PUSH BACK GLASS FILLER OR EQUAL MOUNT AT 40"AFF MAX 0 26. VENTLESS DISHWASHER 27. GB1 GREASE WATER INTERCEPTOR 0 28. RAISE BAR COUNTER TO LOWER BAR COUNTER TRANSITION VACANT 29. 2: AIR GAP v B OCCUPANCY j%\ 30. EXPOSED CMU WALL v riV r % 31. EXPOSE ALL MASONRY ON EXTERIOR WALL.VERIFY WHAT PORTIONS OF NORTH WEST \ MASONRY WALL TO BE PAINTED [1 .th_ . 32. FLOOR SINK VENT IN THIS WALL, NOT SHOWN IN FRAMING DETAIL \ \ J 1 FLOOR PLAN 0 \-200/ SCALE: 1/4" = 1'-0" l(r. Z liolcz APPROVED _, ,,,,, a_ O cE n O O 0 CD1 ' &171 PROJECT NO.: 10800-24 MDRAWN BY: rar- DATE: MARCH 4, 2025 0 MA. 200 U 0 1 2 3 4 5 1 2 3 4 5 GENERAL NOTES: Green Ar�rIZtc1 m JAPPROVED A. REFLECTED CEILING PLANS INDICATE LOCATIONS OF PRIMARY LIGHTING FIXTURES AND MECHANICAL COMPONENTS INTEGRAL WITH CEILINGS. B. CENTER LIGHTS IN SOFFITS, UNLESS NOTED OTHERWISE. C. STRUCTURAL INFORMATION SHOWN IS DIAGRAMMATIC. • , ♦ 0 D. ALL WALLS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE. E. ALL FIXTURES IC-RATED, UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE HOUR RATING OR NOTED OTHERWISE. F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. Q Q G. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS NOTED OTHERWISE. STORAGE L8 102 \\' J. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES TO / 8'-0"" 51-011 71-011 71-011 71-01' EXISTING '•\ , BE APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH ARCHITECT. / / / / / / / \�� K. EXISTING HVAC UNITS SHALL BE REUSED �s %/ D ARc \ �\\ L. REUSE EXISTING ROOF PENITRATIONS WHERE POSSIBLE �`� .. D 1 \ �, REK� '� ��° %"/ L,l MET' I BAR \ /7 WORK ZONE \ :9 101 ` / WALK-IN `' 0 / REFRIGERATOR \ EXISTING L2 L2 L2 L2 (\\ gip,, A / 103 \ \ DREG• CITY, �, �, �, �, , L2 \ \s„ L6 0 OF OR�� ci Q —\ `\ 2 U LIGHTING ABOVE L2 L2 N/ L2 L2 N/ L2 6' L6 c r. 0 0 0 0 L2 \ o,, BAR 8'AFF \ �� 6���'�� 0 �\ \ L5 C �(P 96) \\ p / 6' 0" / 6' 0" / 6' 0" / e' , / I�A\ ��F L2 \V �, E? S 'g L2 8'-7 1/2" 5'-0" 8'-6" 5'-01' 6, �d / / / ) 2D 4 e L5 L5 L2 e L5 ;�� �� PRIVATE ROOM �k . . . . . . . . . . . . . . . . . . . m v,,,, L1 { , L1 �� Li �� Li \ 104 / NI . . 3 -v eL5. . / . . . . . . . .4". . . . . . . . . �/ L5 o a O, 6% L5 \ e . : 5 SEATING AREA O o 100 .. . . . (6' STORAGE / (n L2 L2 EXISTING L2 L2 L2 L2 N * 0 0 ® 0 ', . 105 ^ - r L8 0 D O . . . /\ /\ /\ { L5 O RESTROOM N N 0) 'Ip,.. . . . . . .•.�;L ' 106 m o — — — — — — — — — — EXISTING O d) 0 / X 0 0- n1 IS cc U \/ \/ j�, 0 o up L2 L2 L2 L2 L2 L2 c�ir y \\ 1 O m N 0 C.i 0 M 0 00i �o N 0 I— LLJ r ii. \\ RESTROOM ��v L7 N \\ 107 0 N 0.____-1 N EXISTING Q o \\ O .7)(2 N Q N �1 V N L9 ,v1, t0 7 7 7 \ ,\`l' \ 1, co cS �l \I Q 6' 0" 7' 0" 7' 0" 7' 0" 7' 0" 7' 0" 10' 2 13/16" 3' 9 3/4" 3' 9 3/4" ):0, 4' U U ♦ 4 E iL 7 \ z /c1 REFELCTED CEILING PLAN \230 / SCALE: 1/4" = 1'-0" 17- I) CD Z z GENERAL NOTES: LEGEND: KEYED NOTES: \ -- W L.A. REFLECTED CEILING PLANS INDICATE LOCATIONS OF PRIMARY LIGHTING FIXTURES AND LUMINAIRE 0 BLANK CIRCLE IN LUMINAIRE NOT ON AN EMERGENCY CIRCUIT MECHANICAL CEILINGS 1. EXISTING LIGHTING TO REMAIN - NOT IN CONTRACT U MECHANICAL COMPONENTS INTEGRAL WITH CEILINGS. •SOLID FILLED CIRCLE IN LUMINAIRE ON AN EMERGENCY CIRCUIT ® EXHAUST VENT 2. LIGHTING BY MANUFACTURER Q B. CENTER LIGHTS IN SOFFITS, UNLESS NOTED OTHERWISE. 3. FIXTURES L7 AND L9 TO BE"SUSPENDED" IN THE CENTER OF HALLWAY. INSTALL FLUSH ArkL1 TMS JOOPI 40" F18:SATIN ALUMINUM OR OWNER APPROVED NEW 5/8"GYPSUM BOARD 0 W WITH THE PAINT TRANSITION C. STRUCTURAL INFORMATION SHOWN IS DIAGRAMMATIC. " ALTERNATIVE-9'-0"A.F.F HVAC RETURN 4. NOT USED CD U D. ALL WALLS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE. `�l L2- EVO 4"GENERAL ILLUMINATION PENDANT CORD CYLINDER OR OWNER OPEN TO STRUCTURE 5. DATA AND POWER TO THIS LOCATION FUTURE PROJECTOR 1-1W APPROVED ALTERNATIVE-9'-0"A.F.F. U.O.N. E. ALL FIXTURES IC-RATED, UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE HOUR 6. PROVIDE NEW EXPOSED DUCTWORK IN THIS ROOM RATING OR NOTED OTHERWISE. I-0 L3-WALL-MOUNT SCONCE-TBD HVAC SUPPLY 7. CEILING MOUNTED SPEAKERS-VERIFY MODEL WITH OWNER PRIOR TO INSTALLATION. w OPEN TO ABOVE W F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. ��� L4- ILLUMINATED EXIT SIGN WITH EMERGENCY EGRESS LIGHTING PROVIDE POWER AND DATA TO THESE LOCATIONS. CD LL m 0 8. HVAC RETURN G. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS NOTED OTHERWISE. ® L5 RECESSED CAN 9. REFER TO MANUFACTURES SPECIFICATIONS FOR CEILING HEIGHT J. PRIOR TO ORDERING OR INSTALLING,ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES TO COOLER PANEL BY MANUFACTURER BE APPROVED BY LOCAL FIRE MARSHALL,VERIFY WITH ARCHITECT. I 0 I L6-SURFACE MOUNT LED COOLER FIXTURE- BY MANUFACTURER 10.EXISTING GLU-LAM BEAM AT ROOF LINE &:._ PROJECT NO.: 10800-24 11.HVAC DESIGN AND DISTRIBUTION BY CONTRACTOR K. ALL LIGHT FIXTURES TO BE DIMMABLE. M DRAWN BY: I_ 0 1 L7- FINELIGHT HIGH PERFORMANCE 2"- RECESSED-WALL WASH -4' LENGTH - BLACK L. VERIFY ALL FIXTURE SPECIFICATIONS WITH OWNER PRIOR TO INSTALLATION. rif- DATE: MARCH 4, 2025 I_ o I L8- LITHONIA LIGHTING CONTRACTOR SELECT FMLWL 4-FOOT LED 11J=I� M. PROVIDE ELECTRICAL AT ENDS OF ALL BAR/COUNTERTOPS FOR TAPE LIGHT POWER. L... o L9- FINELIGHT HIGH PERFORMANCE 2"-WALL MOUNT- DIRECT-8' LENGTH - BLACK L10- EMERGENCY EGRESS LIGHTING WITH BATTERY BACK-UP MA. 230 0 lui 1 2 3 4 5 1 2 3 4 5 KEYED NOTES: 0 _ A �> km 1. POWER AND DATA TO THIS LOCATION AT 8'-0"AFF G reeri 2. GLULAM BAR TOP-VERIFY FINISH WITH OWNER APPROVED 3. LIGHTING-SEE SHEET A-230 FOR DETAILS AND SPECIFICATIONS 4. DUCTWORK RUN BETWEEN TJIS- DUCTWORK SHALL HAVE REGULARLY SPACED FASTENING 5. WATER STATION 6. INDUSTRIAL PIPE SHELVING-OWNER FURNISHED-OWNER INSTALLED-VERIFY LOCATION WITH OWNER- PROVIDE BACKING. 7. BUTCHER BLOCK ADA COUNTER- MATCH GLULAM COUNTER FINISH Q 8. WD-1 WALL FINISH WITH BATONS AT PANEL JOINTS Q d MET' �'1 i OREG• CITY, tP� OR �0'� OF ORS 0 0 • TYP© 0 TYP 0 _ _ _ _ N. I _ I n n n 0 © — © CO 0 Z CO v v v v v CO Q i i - • • • w I an C ) D CV WD-2 WD-2 0 N- Z CC 0 B1 BAR ELEVATION A B2 BAR ELEVATION B B4 BAR ELEVATION C Q c, 0 o A 400 1/4" = 1 -0" -400 1/4" = 1'-0" A-400 1/4" = 1'-0" Q N O m w r 34 CV 1 1/2" 1 3311O w BUTCHER BLOCK/ BACKSPLASH 1'-4" / ' / X GLUE-LAM I ) GLU LAM BEAM BAR TOP BUTCHER BLOCK/ 1' 4 3/4" F.V. 1' 10 1/4" `� Q COUNTERTOP VERIFY FINISH WITH GLUE-LAM P.L.TOP f 0 OWNER COUNTERTOP 1'-8" (19' MIN CLR) Eo 2-0" F.V. f Tir c, k. 10'X 12" RIGHT ANGLE COUNTERTOP 0 0 \. 1 I f SUPPORT BRACKET CV 1 x 2 TRIM STANDARD FRONT MOUNT COUNTERTOP L .I I 5/8" ' LED TAPE LIGHT ' � BRACKET 16" DEEP X12" HIGH 2 PLYWOOD BACKING / ' 2 1 I �' ' 1 x 2 TRIM 1X6 DOUG FIR OR OWNER APPROVED 'I % ALTERNATIVE / ;I LED TAPE LIGHT c) o T 2X2 DOUG FIR OR OWNER APPROVED 5 �? -- i PLYWOOD BACKING v I ' ALTERNATIVE N I , � ' PAINT GLOSS WHITE PROVIDE PLUG-IN FOR LED TAPE 1X6 DOUG FIR OR OWNER APPROVED OR PROVIDE FRP _- I j2 LIGHT EQUIPMENT AND RECEPTACLES. �1 1ALTERNATIVE 2" DIA. GALV. STEEL PIPE 1, FOOT RAIL. 1 ' 2X2 DOUG FIR OR OWNER APPROVED 1ALTERNATIVE 2 N.I ' PROVIDE PLUG-IN FOR LED TAPE LIGHT X I EQUIPMENT AND RECEPTACLES. r N, C2 BAR COUNTER SECTION - STANDARDc3 BAR COUNTER SECTION - ACCESSIBLE �nCl) 0y 1" = 1'-0" A-400 7 1" = 1'-0" ©U Z 0 Z -- II w m 0 CC CD 0 n CC w z in CIDI 0 PROJECT NO.: 10800-24 MDRAWN BY: DATE: MARCH 4, 2025 0 mA. 400 U 0 1 2 3 4 5 1 2 3 4 5 GYPSUM WALLBOARD Ar�rlitcfure AP P ROVE D Ili _1 METAL WALL FRAMING SEE DETAIL Green OX Is B2/G-205 1" DEFLECTION GAP. WILL WITH OPEN ABOVE COOLER REFRIGERATION 1/2" EXPANDING FOAM TAPE '♦♦ REFRIGERATION ROOF PANEL :�:�: COOLER ♦♦♦♦♦ GYPSUM WALLBOARD �♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�. /�♦�♦ METAL FRAMING PER SCHEDULE �� ��� 1"AIR GAP AT FRAMED WALLS 2"AIR < REFRIGERATION WALL ♦�♦�♦411 GAP AT MASONRY WALLS .:♦`wI PANEL ♦♦♦♦::♦♦♦ .:♦:♦:♦; REFRIGERATION WALL _ ♦♦4 ����♦�♦�♦��♦�♦�♦�, PANEL COOLER :♦:♦: BAR lin I2 1/2"X 1" STAINLESS STEEL TRIM .�♦�4 BLOCKING 0E D A� 4 c�� Cyr • i.A BAR PRIVATE ROOM W~ META �� n i WALK-IN COOLER DETAIL A5 OREGf CITYO A4 WALK-IN COOLER TO FRAMED WALL i1� OR 4 �� A-600 1 1/2" = 1'-0" A-600 1 1/2" = 1'-0" OF a- REFRIGERATION WALL I I PANEL �♦�♦�♦�• ► ��� I � 1"AIR GAP AT FRAMED WALLS 2"AIR .♦♦♦I GAP AT MASONRY WALLS .��� I .���. COOLER GYPSUM WALLBOARD �♦�♦�♦�• -II LLI 2 1/2"STAINLESS STEEL TRIM D BAR 0 N N O Z CC 0 n 0 li cc B5 WALK-IN COOLER TO FRAMED WALL �_ Ln A 600 ~ N I— 0 < 1 1/2" = 1 0" w CI H r 0CI- N OU /� w Q �� 0 U Q LJ 0) O O CV CC)0 C5A A`400 0 0 I U 0 0 0 0 0 3-1/2" METAL STUDS AT 16"O.C. WOOD BLOCKING AT COUNTER a TOP SUPPORTS z w 5/8"G.W.B. w I- w co PLYWOOD cn J �J V i j L1 z m Z w z w - _ 5 1/2" 1 x 6 TRIM WHERE HALF -- WALL OCCURS w 0 3/8 1/2" PLYWOOD, PAINT <I 1--377 - - EDGE BLACK op Li cc0w 0 0 o C5B CI 0 E ' A-400 r �1 m z 'I C5A n Lu w 0 _.—3-1/2" METAL STUDS AT 16"O.C. A-400 0 0 ' m g ��"STEELER CONSTRUCTION V" N, e 0 SUPPLY" PONY WALL SUPPORT 0 0 C1) MODEL NO. 350P200-68-42" o 0< HIGH.ANCHOR BOLTS 1/2" DIA. I 1 ,L z HILTI KWIK BOLTS 3 WITH 3.50" MIN. EMBEDMENT. 0 &171 PROJECT NO.: 10800-24 y Li M DRAWN BY: o7 - 4" RUBBER BASE U.O.N. DATE: MARCH 4, 2025 OSECTION ØPLAN 0 M 5 HALF-WALL DETAIL0 C-D- 40Cy SCALE: 1" = 1'-0" 0 1 2 3 4 5 1 2 3 4 5 ROOM FINISH SCHEDULE: DOOR SCHEDULE lr n FLOOR WALL CEILING DOORS FRAMES DETAILS Greenbox ROOM NORTH EAST SOUTH WEST NO. ROOM NAME FINISH BASE FINISH FINISH FINISH FINISH FINISH ROOM FINISH SCHEDULE NOTES NUMDO BRR ROOM TYPE WIDTH HEIGHT MATERIAL FINISH MATERIAL FRAMEP THRSHLD JAMB HEADER NOTES 100 SEATING CONC-1 RB-1 --- P-1 WD-1/P-1 P-2 P-1 CEILING- PAINT EXPOSED STRUCTURE ABOVE 12'-6" 102A STORAGE A 3'-0" 7'-0" SC VERIFY TIMELY 1 1, 2, 3, 9 101 BAR CONC-1 RB-1 WD-1/P-1 P-1 --- P-1 P-1 CEILING- PAINT EXPOSED STRUCTURE 103A WALK-IN A 3'-0" 6'-8" FRIDGE VERIFY MANUF 1 102 STORAGE CONC-1 RB-1 P-2 P-2 P-2 P-2 --- --- 104A PRIVATE ROOM B 5'-0" 7'-0" SC VERIFY WOOD 1 --- --- --- 1, 9, 10 103 COOLER CONC-1 RB-1 RP RP RP RP RP BY MANUFACTURER 105A STORAGE A 3'-0" 7'-0" SC VERIFY TIMELY 1 1, 2, 4, 9 104 PRIVATE ROOM CONC-1 RB-1 WD-1 WD-1 WD-1 WD-1 P-2 CEILING- PAINT EXPOSED STRUCTURE 105 STORAGE CONC-1 RB-1 P-2 P-2 P-2 P-2 P-1 CEILING- PAINT EXPOSED STRUCTURE Q 104 RESTROOM CONC-1 RB-1 P-1 P-1 P-1 P-1 P-1 --- PL-1 PL-1 PL-1 PL-1 105 RESTROOM CONC-1 RB-1 P-1 P-1 P-1 P-1 P-1 --- PL-1 PL-1 PL-1 PL-1 D FLOOR WALL CEILING �� �C`I 200 MEZZANINE SEATING CONC-1 RB-1 P-2 P-2 P-2 P-2 P-2 NORTH AND SOUTH WALLS TO FEATURE WOOD SLAT DETAIL ( ERE �y MET'if n WD-1 WD-1 HARDWARE: 1. PANIC HARDWARE 7. SIGN INDICATING THIS DOOR TO REMAIN UNLOCKED OREGO CITY, ROOM FINISH SCHEDULE NOTES: 2. CLOSER DURING BUSINESS HOURS `sr' OR C.c7 1. PL-1 TO 48"A.F.F. 3. CLASSROOM LOCK 8. COORDINATED LATCH &DEADBOLT WITH OCCUPANCY OF ORS 2. 4. STORAGE ROOM LOCK INDICATOR 5. INSULATED DOOR 9. VERIFY SPECIES AND FINISH WITH OWNER ROOM FINISH SCHEDULE LEGEND: 6. AUTOMATIC OPERATOR 10. POCKET DOORS FLOOR NOTES: TAG MANUFACTURER PRODUCT COLOR TYPE NOTES: - A. ALL DOOR SWINGING HARDWARE SHALL BE LEVER HARDWARE EXCEPT WHERE CALLED OUT AS PANIC.TIMELY FRAME CONC-1 APPROVED SILICATE DENSIFIER --- 400 GRIT CLEAR --- --- DOOR SHALL BE SELECTED BY OWNER FROM STANDARD COLORS CASING BE TA-8 STANDARD STEEL. --- --- --- --- --- --- B. STORAGE ROOM FUNCTION LOCKS MAY BE SUBSTITUTED FOR COMBINATION LOCKS. WALL COVERING C. ALL DOOR HARDWARE SHALL BE COMMERCIAL GRADE. TAG MANUFACTURER PRODUCT COLOR FINISH NOTES: RP REFRIGERATION PANEL MANUF. DPS OR EQUAL WHITE PLASTISOL/EQ MANUFACTURES STANDARD WHITE m --- --- --- --- --- --- co WALL BASE TAG MANUFACTURER PRODUCT COLOR TYPE NOTES: I I I RB-1 ROPPE RUBBER BASE BLACK 4" USE 6" IN RESTROOMS rWn PAINT C+ J TAG MANUFACTURER PRODUCT COLOR SHEEN NOTES: D P 1 SHERWIN WILLIAMS SW 7630 DEEP FOREST GREEN 0v N RESTROOM WALLS, NEW STRUCTURAL ELEMENTS w P-2 SHERWIN WILLIAMS. --- SW 9165 GOSSAMER VEIL --- ALL WALLS UNLESS OTHERWISE NOTED = O CI— d P-3 SHERWIN WILLIAMS SW 6433 INVERNESS ACCENT PAINT n RESTROOM HALL WALLS AND CEILING c o L() --- --- --- --- --- --- H N o d Q PLASTIC LAMINATE Lo m TAG MANUFACTURER PRODUCT COLOR SHEEN NOTES: 0 N PL-1 FORMICA DECOMETAL ALUMINUM CRUSH II M4511 --- --- O LT Q - CEILING Q TAG MANUFACTURER PRODUCT COLOR SHEEN NOTES: o CO II T --- --- --- --- --- --- / 'W'WIDTH A, i 'W'WIDTH CABINETS TAG 1 MANUFACTURER PRODUCT COLOR SHEEN NOTES: CAB-1 KEMPER CABINETS CAPRICE- MAPLE DOVER --- OR OWNER APPROVED ALTERNATIVE / U = H U WOODWORK w w _ ` _ TAG MANUFACTURER PRODUCT COLOR SHEEN NOTES: \ WD-1 HARDWOOD --- VERIFY WITH OWNER SEMI GLOSS UNFINISHED ACADIA FINISH WD-2 REFLECTIONS --- VERIFY WITH OWNER --- --- FLOOR A B NOTE:VERIFY ALL FINISHES WITH OWNER PRIOR TO PURCHASE OR INSTALLATION. DRAW DOWNS AND MOCK UPS ARE REQUIRED AT ALL LOCATIONS U.O.N. MOCK UPS MAY BE INTEGRATED INTO THE WORK WHERE APPROVED. OT =TEMPERED GLAZING WOOD WALL PANELS OCCUR WHERE SHOWN ON SHEET A-200. PAINTING BEHIND WOOD WALL PANELS IS NOT REQUIRED APPROVED C4 DOOR TYPES A-70(y SCALE: 1/4" = 1'-0" C i O • 5/8"TYPE'X'G.W.B. -- Z • BOTH SIDES 5/8"TYPE'X'G.W.B. I METAL STUD FRAMED BOTH SIDES WALL ASSEMBLY IL Cr) KNOCK DOWN METAL 0 Z METAL STUD FRAMED DOOR FRAME • • WALL ASSEMBLY VERIFY Q H.M. DOOR PER I 0 SCHEDULE W - HEADER \ / O MEMEMEMEMPA SEE STRUCTURAL \ / O • PI . �i \ / �Ur1 o KNOCK DOWN METAL ' \ / CD v J .. o x o •• . . DOOR FRAME / \ I / \ 0 PROJECT NO.: 10800-24 6MMA FINISH / \ DRAWN BY: lEH H.M. DOOR PER FLOOR 1 DATE: MARCH 4, 2025 SCHEDULE rav CI 0 M D2 R K.D. DOOR HEADER D3 INTERIOR K.D. DOOR JAMB D4 DOOR FRAME TYPES _ (C-f)) A. 700 A-700 INTERIOR II A-700SCALE: 3" = 1' " A 700SCALE: 1 4' = 11- SC 3" 0 0 / 0 0 1 2 3 4 5