Loading...
Plans BUP2022 -00082 (V _ 11FOCIE copyN N ADMINISTRATIVE ANNEX GENERAR FNO EESING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. RECEIVED N N R. FLYNN n NEW NARRATIVE B. DIMENSIONS TAKE TO PROCEEDING WITH ETHE WORK OVER DRAWINGS DO NOT SCALE DRAWINGS NOTIFY ARCHITECT OF DISCREPANCIES PRIOR R 5 2022 • • " H C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL Z N0,08E INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS IS COMPLETED. CITY OF TIGARD 8268 D. DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY, GRID/COLUMN LINE, CENTWJI2I51NG DIVISION OF 64-11-ZZ ELEMENT, COUNTERTOP EDGE, OR AS NOTED. PROJECT DESCRIPTION E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS FOR MECHANICAL, SCOPE OF WORK INVOLVES PARTIAL DEMOLITION OF EXISTING RECEPTION AREA AND STAIRWAY SERVING ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES z o UPPER LEVEL TRAINING ROOM. NEW CONSTRUCTION ENTAILS RECONFIGURATION OF STAIR TO UPPER LEVEL REQUIRED) FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHING, AND z (NEW LANDING AND LOWER STAIRS, RECONFIGURE GUARDS AND HANDRAILS)AND ENCLOSURE WALLS AT ACCESSORIES. STAIRWAY(NEW DOOR, SIDELIGHT,AND SHELVING). PAINT NEW AND EXISTING WALLS; RECONFIGURE F. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY REFERENCED. DETAILS THAT ARE N m LIGHTING. SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND + s DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS. ACCESSIBILITY: BARRIER REVOVAL IMPLEMENTATION (ORS 447.241) -- PLAN INCLUDES MODIFICATION OF ONE G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE PROJECT IS IN PROGRESS UNTIL ~ Z `0 (1) EXISTING PARKING SPACE TO A VAN ACCESSIBLE SPACE, DOOR HARDWARE REPLACEMENT(AS PROJECT COMPLETION. U0) o REQUIRED)AT ACCESSIBLE ENTRANCE,AND MISCELLANEOUS ACCESSIBILITY IMPROVEMENTS AT LOWER H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. CONTRACTOR SHALL BEAR REPAIR w = J W m LEVEL RESTROOM 004 AND AREA OF WORK. SEE COMPLETE DESCRIPTION ON SHEET 6. OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE V tY PROSECUTION OF THE WORK. w O o I. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH, AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO > Q (0E APPLICABLE BUILDING REGULATIONS OBTAINING AND INSTALLING. ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT J NN Z NO ADDITIONAL COST TO OWNER OR ARCHITECT. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY Q 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) IN WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR RATED ROOF CEILINGS SHALL O <") c RELATED TRADE CODES: BE SMOKE SEALED. 04 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) J. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER SPECIFICATION SECTION 07 84 00 - °D 2019 OREGON FIRE CODE FIRESTOPPING AND THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS. RATED ASSEMBLIES SHALL BE CONSTRUCTED TO d Cl) PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC SECTION 709.6. N K. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURERS NAME. LII 0 SEPARATE SUBMITTALS L. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND �/ EXTERIOR SIGNAGE. REFERENCED PERMITS SUMMARY ON THIS SHEET. 1. TRADE PERMITS-- ELECTRICAL M. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, SHELVING, EQUIPMENT, HANDRAILS, ACCESSORIES,AND CASEWORKS. PROJECT TEAM PROJ#: 21-17 OWNER ARCHITECTURAL LEGEND SITE PLAN NEW NARRATIVE RESOLVE ARCHITECTURE+ PLANNING 8915 SW CENTER ST 3742 SE MILL ST. TIGARD, OR 97223 PORTLAND, OR 97214 PH: (503) 726-3690 PH: 503.939.5130 — — PROPERTY LINE PROPERTY INFORMATION EXISTING GROSS BUILDING AREA CONTACT: JESSICA SPICHER CONTACT: JOHN FLYNN w EXISTING STRUCTURE ADDRESS: 9025 SW CENTER ST. UPPER FLOOR 1,197 sf TIGARD, OR 97233 MAIN FLOOR 653 sf Z GENERAL CONTRACTOR IMPERVIOUS PAVING LOWER FLOOR 1,748 sf GSI BUILDERS PROPERTY ID#: R2004047 W 1750 SW SKYLINE BLVD, SUITE 150 I= MAIN ENTRANCE PROPERTY DESCRIPTION EXISTING TOTAL 3,598 sf Z Q w M PORTLAND, OR 97221 TAX ROLL: KINGSTON O ly N W PH: (971)407-4436 BLOCK 2001, LOT 12, 13 W W ti CONTACT:ALEX SEABOLD 0.18 ACRES(7,840 sf Q > 07 STATE ID: 2S102AA02001of W — W of< DRAWING INDEX MODIFY EXISTING PARKING SPACE TOV ZONE: MU-CBD ADA"VAN ACCESSIBLE"STANDARDS; Q9 ` 0 Z 1 COVER PROVIDE SIGNAGE AND STRIPING ` 2 CODE SUMMARY+OCCUPANT LOAD CALCS ACCESSIBLE ROUTE TO LOWER LEVEL Cn rQr� 5 3 CODE SUMMARY (CONT'D)+ EGRESS PLANS MODIFY/REPLACE DOOR HARDWARE I O V J N v Lu 4 ENLARGED STAIR PLAN AND ELEVATIONS AS REQ'D TO MEET ACCESSIBILITY Z Z Z 5 REFLECTED CEILING PLANCOMPLIANCE REQUIREMENTS 6 FINISH PLAN - - - - - - - - - - - - - - - -'7 - - - - G I I Q . °1P OFFICE COPY ate; r CITY OF TIGARD. FF = 170.5' FF= 175.83' q 9 8 ' (LOWER FLOOR) I � Ior REVIEWED FOR CODE COMPLIANC$ (MAIN FLOOR) j / REV: x s F rT Approved.. I PARKING RAMPFROM OTC. PUBLIC SIDEWALKTING)'--EIS (ALT.ACCESSIBLE Permit er it#i 11U a�e�nC7 . . ROUTE) 1 µ Address: �1e t Pv�-tP.c v Suiteco 44 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT \ BASED Y � � ON CONSTRUCTION I / / DATE: 4.04.2022 DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM VICINITY PLAN REQUIRING THE CORRECTION SITE PLAN -- NO CHANGE TO BUILDING FOOTPRINT NTS OF ERRORS. OSSC 105.4 1^ = 20'-0" N N �•p5� 8/f8/Z� eke © 2022 RESOLVE Architecture+Planning, LLC (V N BLDG CODE DATA CODE SUMMARY FLOOR AREA CALCULATIONS ��l00 A% N PROJECT DESCRIPTION: THE EXISTING BUILDING IS CONSTRUCTION TYPE VB CONSISTING OF TWO MAIN FLOOR G;� J HN R.FLYNN MINOR ALTERATIONS AT EXIT ACCESS STAIR AND MAIN FLOOR STORIES --ONE-STORY ABOVE GRADE FACING EAST(SW CENTER ST)AND A GROSS BUILDING FOOTPRINT 1.850 SF y BASEMENT LEVEL WITH FLOOR-TO-CEILING EXPOSURE AT THE OPPOSITE - LESS CIRCULATION COMPONENTS (140) x n APPLICABLE CODES: (WEST) SIDE OF THE BUILDING. TOTAL GROSS SQUARE FOOTAGE IS - LESS GROSS-TO-NET REDUCTION FOR WALLS, PORRAND, Zy-,i-zz 2019 OREGON STRUCTURAL SPECIALTY CODE 826 APPROXIMATELY 3,600. THE BUILDING IS NOT SPRINKLERED. SHAFTS, AND SPACES WHERE OCCUPANT LOAD 2019 OREGON FIRE CODE CALCULATIONS ARE BASED ON NET SQUARE OF OCCUPANCY CLASSIFICATION: THE BUILDING IS USED AS ADMINISTRATIVE OFFICES AND IS PREVIOUSLY FOOTAGE (400) B OFFICE AREAS PERMITTED AS OCCUPANCY CLASSIFICATION B (OFFICE.) NO CHANGE OF TOTAL OCCUPIED FLOOR AREA 1,310 SF OCCUPANCY IS PROPOSED. (9 E CONSTRUCTION TYPE: VB BASEMENT LEVEL z u FULLY SPRINKLERED?: NO THE MAIN FLOOR OF THE BUILDING INCLUDES AN UPPER LEVEL, RAISED 4'-8" GROSS BUILDING FOOTPRINT 1,748 SF z m - LESS CIRCULATION COMPONENTS AND OTHER Q HIGHER THAN THE ENTRY LEVEL OF THE BUILDING. PREVIOUS PERMIT AREAS OF SIMULTANEOUS OCCUPANCY 0— (11 BLDG AREA: DOCUMENTATION LISTS THIS SPACE AS OFFICE. AS PART OF THIS PROJECT, + ti (RESTROOMS, CRAWLSPACE, ETC.) (452) � r NO CHANGE TO EXISTING BLDG AREA THIS UPPER LEVEL SPACE WILL BE USED AS A TRAINING ROOM FOR THE LESS GROSS-TO-NET REDUCTION FOR WALLS, Z m BUILDING OWNER'S EMPLOYEES. ALTHOUGH THIS PROPOSED USE DOES NOT SHAFTS, AND SPACES WHERE OCCUPANT LOAD O > BLDG HEIGHT: U CONSTITUTE A CHANGE OF OCCUPANCY CLASSIFICATION, OCCUPANT LOADw NO CHANGE TO EXISTING BLDG HEIGHT CALCULATIONS ARE BASED ON NET SQUARE J W FACTORS FOR THE SPACE WILL REFLECT AN INCREASED CALCULATED FOOTAGE (574) W _ PLUMBING FIXTURES: OCCUPANT LOAD. TOTAL OCCUPIED FLOOR AREA 722 SF \> Lu O o) SEE PLUMBING FIXTURE CALCUATIONS, SHEET 3 Q (n 0 • EGRESS ASSESSMENT J N Z a • SEE SHEET 3 FOR EGRESS PLAN ANALYSIS CALCULATED OCCUPANT LOADS I, a • NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (OSSC 1006) O 1.— N LEGEND - OCCUPANT LOAD PLANS • ONE EXIT OR EXIT ACCESS DOORWAY PERMITTED PER TABLE 1006.2.1 MAIN FLOOR p C9 • CUMULATIVE OCCUPANT LOAD < 50 OCCUPANTS 1 • MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE: CA ROOM DATA KEY OCCUPANT LOAD < 30= 100 FEET ENTRY 1 LU OFFICE 2 OCCUPANCY TYPE 0 ROOM SQUARE OCCUPANT LOAD > 30 = 75 FEET WAITING ROOM 1 FOOTAGE • MAIN FLOOR (INCLUDES UPPER LEVEL TRAINING ROOM 104) TRAINING ROOM 43 A-3 • CUMULATIVE OCCUPANT LOAD =47 47 OCCUPANTS 168nsr 15 net OCCUPANT LOAD FACTOR 47 < 50 11 OCCUPANTS PER OSSC TABLE 1004.1.2 • MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE = 57'-3" 57' 3" < 75 FEET BASEMENT LEVEL PROJ#: 21-17 - OCCUPANT LOAD (CALCULATED) OCCUPANTS • BASEMENT LEVEL OFFICE 2 SYMBOLS • CUMULATIVE OCCUPANT LOAD= 20 2OFFICE 2 0 < 50 N/// KITCHEN AREA FOR GROSS SQUARE FOOTAGE CALCUATIONS • MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE =28'-5" KITCHEN (SHAFTS,VERTICAL CIRCULATION COMPONENTS,VESTIBULES) 28'-5" < 100 FEET CONFERENCE 6 6 20 OCCUPANTS X CODE SUMMARY CONTINUES ON SHEET 3 i SEE SHEET 6 FOR ACCESSIBILITY — z LLJJ IMPROVEMENTS AT RESTROOM 004 L / � —1 KITCHEN I I ElI O W co � N ; (V N LEGEND - EGRESS PLAN CODE SUMMARY (CONT-D FROM SHEET 2) PLUMBING SYSTEMS op A%' A N MEANS OF EGRESS ILLUMINATION (OSSC 1008) IV HN�YNN yROOM DATA KEY • UNDER NORMAL POWER, THE MEANS OF EGRESS MINIMUM PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) ROOM NAME ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 NRANO,DREG FOOTCANDLE AT THE WALKING SURFACE. WATER BATHTUBS/ DRINKING 6268 �� • PROVIDE EMERGENCY POWER FOR MEANS OF EGRESS CLOSETS URINALS LAVATORIES SHOWERS FOUNTAINS OFFICE ILLUMINATION TO AUTOMATICALLY ILLUMINATE CORRIDORS OF O Y•1-24 102 ROOM NUMBER (BASEMENT LEVEL)AND INTERIOR EXIT ACCESS STAIRWAYS SPACE/ OCC. 11 OCCUPANTS AND VESTIBULE AT THE LEVEL OF DISCHARGE(MAIN OCCUPANCY LOAD M F M M F U U FLOOR.) MAIN FLOOR- (D E OCCUPANT LOAD(CALCULATED) THE EMERGENCY POWER SYSTEM SHALL PROVIDE BASEMENT IB 67 2 2 0 1 1 ? (SEE SHEET 2) POWER FOR A DURATION OF NOT LESS THAN 90 Z m MINUTES AND SHALL CONSIST OF STORAGE CALCULATIONS -' SYMBOLS BATTERIES, UNIT EQUIPMENT, OR ON-SITE � 0 GENERATOR + r WATER CLOSETS LAVATORIES INTERIOR ENVIRONMENT--VENTILATION (OSSC 1202) F- 4j EGRESS PATH OF TRAVEL WITH REQUIRED TRAVEL WIDTH • MECHANICAL VENTILATION, IN ACCORDANCE WITH THE MAIN FLOOR+BASEMENT LEVEL(B-OFFICE) MAIN FLOOR+BASEMENT LEVEL(B-OFFICE) !A ZO i (PROVIDE MINIMUM ILLUMINATION FOR EXITING) MECHANICAL CODE, MAY BE PROVIDED IN LIEU OF NATURAL M WC Y25 occ. (first 50) 3/25=1.36 -->2 WCs REQ'D M Lays Y40 occ. (first 80) 3%o=0.85 ->1 Lav REQ'D J (� N / VENTILATION Uj w E <125 OCCUPANT LOAD AT EXIT OR EXIT ACCESS PLUMBING FIXTURE CALCULATIONS(OSSC CHAPTER 29) JUd • SEE PLUMBING FIXTURE ASSESSMENT, THIS SHEET WWC Y25 occ. (first 50) '%5=1.32 -->2 WCs REQ'D W Lays Y40 occ. (first 80) 33/4o=0.83 -->1 Lav REQ'D \ Q LLJ 0 o W S PLUMBING FIXTURE CALCULATIONS SHOW THAT, BASED ON 12s CUMULATIVE OCCUPANT LOAD AT EXIT OR EXIT ACCCESS CV CALCULATED OCCUPANT LOADS AND REQUIREMENTS OF J � Z m TABLE 2902.1, CODE MINIMUMS ARE MET BY PROVIDING PLUMBING FIXTURES PROVIDED M J COMMON PATH OF EGRESS TRAVEL (PER 1014.3) SINGLE-USER, UNI-SEX RESTROOMS. O F- N X' C.P.=X'-X E.A.-x-xx•,__ EXIT ACCESS DISTANCE(PER 1016) WATER BATHTUBS/ DRINKING a op CLOSETS URINALS LAVATORIES SHOWERS FOUNTAINS N EXIT OR EXIT ACCESS SPACE/ LU OCCUPANCY M F U M M F U U U lm EXIT SIGN-WALL MOUNTED MAIN FLOOR / B 0 0 0 0 0 0 0 0 (DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW ON SIGN) 2 1 O 2 O BASEMENT / B �} FIRE EXTINGUISHER-WALL MOUNTED (EXISTING) TOTAL / B 0 0 2 1 0 0 2 0 0 PROJ#: 21-17 Oso SMOKE DECECTOR- CEILING MOUNTED (EXISTING) 2 WCs PROVIDED 2 Lays PROVIDED EXIT 2 IN SINGLE-USER RESTROOMS IN SINGLE-USER RESTROOMS OCC.LOAD SERVED=20 REQ'D WIDTH CALCULATION(20)(0.2)=41NCHE5 U U X MIN.CLEAR WIDTH REQUIRED=32 INCHES W MIN.CLEAR WIDTH PROVIDED=34 INCHES I I I z 1 I El U) Z ZQcnM W N OFFICE OSD 20 I O W ti 002 f- / F- (3) I,_2 OCCUPANTS j OSD OSD — OSD < Z 1.1. EST OM KITCHEN I INING ROO LV W O 004 00 I I 1� EXIT EGRESS STAIR (EXISTING) Q 100CCUPANTS I 430CCUPANTS J � � Z CP=17_3"__ OCC.LOAD SERVED=43 Q R Fa / L - - - - - - - - � 36 OSD EA-7T-1 43 REQ'D NADTH CALCULATION(13)(0.3)=14.1INCHES T_ v, Q > 36 UJ > EXISTING NOTE: MIN.CLEAR W1DTN REQUIRED o O Lo + / FIRE EXTINGUISHER =36 INCHES(OCC.LOAD LESS THAN 50) Z O P Z LOCATED IN KITCHEN OFFICE ESTROO MIN.CLEAR so PROVIDED =BO INCHES(INCLUDES HANDRAIL PROJECTIONS) 001 003 fp—ii L1 CONFERENCE I Jo Q 20CCUPANTS �y 006 I OsD — — —//� B OCCUPANTS WAITING ROOM L — — — — — CP=28'S" — _IFA r 103 —EA==55'-0• 10CCUPANT I SO UP n/ ON 36 ' REV: ENTRY OSD 101 i OCCUPANT 7 OFFICE OSD 102 � � 20CCUPANTS ` Cp`1Btg, EXIT 1 OCC.LOAD SERVED=47 REQ'D NADTH CALCULATION(47)(0.2)=9.4 INCHES MIN.CLEAR WIDTH REQUIRED=32 INCHES DATE: 4.04.2022 MIN.CLEAR WIDTH PROVIDED=34 INCHES n BASEMENT FLOOR PLAN + OCCUPANT LOADS MAIN FLOOR PLAN + OCCUPANT LOADS rL Ly = 1 .0" N I y', = 1._0,. I0I 2' 4' 8' 16' Ym6mmmmmm" 3 © 2022 RESOLVE Architecture+Planning, LLC (V KEYED NOTES ELEVATION � �5`�'`� '�� / STRUCTURE OR ADJACENT ASSEMBLY N � NEW WOOD DOOR w/FULLY-GLAZED LITE (SAFETY ABOVE J NFLYNN H m GLAZING) IN KD(TIMELY) STEEL FRAME. 0 y„ ACOUSTIC SEALANT EACH SIDE, PAINTED • • �2 NEW 34"x 66" SIDELITE (SAFETY GLAZING) IN KD POR 6N2DREG�S (TIMELY) STEEL FRAME. J-MOLDING, EACH SIDE, WHERE WALL FINISH TO UNDERSIDE OF SLAB IS VISIBLE; OF Y'Y 2Z NEW"FLOATING" SHELF: 2-INCH OVERALL THICKNESS PROVIDE, AT MINIMUM, NON-CUT GWB SUPPORTED BY INTERNAL METAL POSTS @ 24"O.C. EDGE WHERE CONDITION IS NOT VISIBLE 2B SHELF CONSTRUCTION - U E CONSISTS OF%4' MDF TOP(FACED w/PLASTIC z 0 5 METAL DEFLECTION HEAD ASSEMBLY Z 0 LAMINATE), 2" SOLID HARDWOOD FRONT, AND Ya" MDF AT ¢ 0 UNDERSIDE. = METAL STUD ASSEMBLY N WA I > + r 5 ® LINE OF STAIR LANDING BEYOND. j Z o -- —�� EXISTING HANDRAIL MODIFIED. w 0 LU LU © NEW HANDRAIL TO MATCH EXISTING. w\ U / Q 0 0 i / `c v z ui rx A Cn J METAL FRAMING BOTTOM TRACK O N op BASE, WHERE OCCURS-- SEE FINISH V) d o 5 ENLARGED ELEVATION SCHEDULE Uj N Ya - V- 0" STRUCTURE OR ADJACENT ASSEMBLY BELOW PROJ#: 21-17 3 WALL DETAIL 1Yz"= 1'-0" 1 2 ' ` 2'-10" HIGH HANDRAIL w Z / ANCHOR HANDRAIL _ ____ I U ~ LEGEND Cf) N W / TO TRAINING ROOM MEZZANINE FIN. FL. Z EXISTING WALL TO REMAIN Cr OF EXPOSED GUARDRAIL I0 W W ti > STRUCTURE (TYP.) ---- ----- G) 3 ___ _5_-_0_Z_ NEW HANDRAIL RETURN Q Z DEMOLISHED WALL - - - - -- - w Q~ W 0 _ NEW WALL CONSTRUCTION O Q L.L �: Z 0 —O --- ---- Q Lo LRL ENLARGED ELEVATION 4 4'-10" ~ ; --------- Z 2 o F- Z 4 NDING _ _ — zZ tT KEYED NOTES PLAN � / 5 6 1� EXISTING TOP 6 RISERS TO REMAIN 8 4 INFILL GYP. BD - \ \ AT OPENING 0 REMOVE 3 RISERS, 3 TREADS, STRINGERS, AND F J DN ASSOCIATED HANDRAIL � � ���`\ � 0 REMOVE CASEWORK AND COUNTERS �! REV: ® DEMO EXISTING WALL, ALL DEVICES ON WALL 4 \ TO BE REMOVED/RELOCATED; ENCLOSE BEAM 5 MEZZANIN ABOVE w/GYP. BOARD DROPPED SOFFIT; SEE 4 SHEET 5 0'-0" EXISTING BEAM ABOVE;VERIFY EXTENT AND LOBBY FIN. FL. 11" FRAMING CONDITIONS I in 0,- ` © CUT EXISTING GUARDRAIL 4'-8" FROM WALL. LO 6 `O PROVIDE NEW 2 x 2 SUPPORT POST rn u WALL LIGHT REMOVED 2A (a) RELOCATE EXISTING ELECTRICAL SWITCHES, DATE: 4.04.2022 T 1 5 OUTLETS, RELATED DEVICES. 1'-10' ENLARGED SECTION n ENLARGED STAIR PLAN �� 0 .5' 1' 2' 4' L © 2022 RESOLVE Architecture+ Planning, LLC N LEGEND 12" a J HN R.FLYNN N EXISTING WALL TO REMAIN 11" 12" n y 1Yz"� 1Y2' `` m !F7 LINE OF NOSINGPOfl1lANl1,OflEGDEMOLISHED WALL AT LANDING 6288 1Y2' SQUARE STEEL TUBE OF l-f q 77NEW WALL CONSTRUCTION W ZHANDRAILT.O. LANDING z rn a Z 1 SQUARE STEEL TUBE 11 O E O EXISTING LIGHT oW a BRACKET SUPPORTS Z Lu W Z ai O Q O NEW LIGHT � cV O z + n Z w 0 20 F.O. FINISH Z m LINE OF NOSING OF U O > NOSING: RADIUS OF Q J Vr a LAST TREAD J w CURVATURE W = B.O. LANDING \ Q W O o� A STAIR PROFILE B HANDRAIL PROFILE C TYP HANDRAIL EXTENSIONS J CNzai r, ¢ O Ch F- N co STAIR PROFILE DETAILS a 2 LU N 1Yz"= 1 .0„ o PROJ#: 21-17 EXISTING LIGHTS TO REMAIN PLASTIC LAMINATE SHELF: SEE NOTES ON SHEET 3 O O MDF, SOLID HARDWOOD FRONT, RE: MEANS OF EGRESS X INTERNAL WD BLOCKING,Y4" MDF AT UNDERSIDE ILLUMINATION 8'-0" W u/s TRUSS Z GYPSUM WALLBOARD 7 PROVIDE SHEET METAL BACKING OR WD BLOCKING O N W WITHIN WALL OR SCREW SHELF SUPPORT TO STUDS SLOPES SLOPES - W ti f ' - raza > SHELF SUPPORT O UP O lqp W W 0 LL ih z 1,_0„ T-8" -i U Q h o O C.H. 12,_2„ Q z O C.H. / p O N W 0 z rn F-z O SLOPES UP g�pp�g - 5 UP Q 7,_8„ DROPPED SOFFIT REV: V-6%a" C.H. LANDING ----------------------------------------- DATE: 4.04.2022 SHELF DETAIL n ENLARGED REFLECTED CEILING PLAN 0 .5' 1' 2' 4' 10) © 2022 RESOLVE Architecture+Planning, LLC (V N N I (E) REFINISH EXISTING FINISH MATERIAL KEY (� J HN R.FLYNN y I STAIR MATERIAL CALL-OUT DESCRIPTION MANUFACTURER/PRODUCT SIZE COLOR NOTES • • y NOTE:ALL WALLS TO BE P-1 PAINT MILLER PAINT 0007 Cotton Ball FIELD COLOR Po���r PAINTED P-1 UNLESS INDICATED OTHERWISE I Acro Pure Eggshell OF �r•Y•zz P-2 PAINT MILLER PAINT 0481 Dream Catcher ACCENT COLOR Acro Pure Eggshell U E Z o ' Z U P-3 PAINT MILLER PAINT CEILING WHITE AT CEILING IDENTIFIED ON REFLECTED LV -1 Acro Pure FLAT CEILING PLAN - �- w/ S�f�9 P-2 r m SIM. EXISTING w Z LVP-1 LUXURY VINYL PLANK CORETec Plus 5" PLANK 5"x48"x5mm PROVIDE/INSTALL TRIM &TRANSITIONS IL LL� ref. to ROCKY AS REQUIRED J O MOUNTAIN OAK U SKU: VV023-00 207 LU = _J W HD WD STAIR NOSING SIM. EXISTING 5"x48"x5mm SIM. EXISTING REF. EXISTING W O o� ref. to ROCKY Q (1) `S MOUNTAIN OAK 0 SKU: VV023-00 207 J ^ Q m M J CPT-1 CARPET TILE SHAW CONTRACT 12"x48" 67518 INSTALLATION =AS SHOWN O N "CONVENE" CLEAR INTENTION O a M TBD `� RB-1 RUBBER BASE JOHNSONITE 4" LLJ 0 TRANSITION WOOD STRIP TBD P LAM-1 PLASTIC LAMINATE WILSONART c _ PROJ#: 21-17 (E) CARPET The following cost analysis has been prepared in response to OSSC 3411 Accessibility for Existing Buildings and ORS 447.241 "Standards for renovation. Alteration or modification of certain buildings; NEW TRANSITION barrier removal improvement plan." RUBBER STRIP 25% Amount Z Final permit valuation = $55,000 C0 Z FLOOR PLAN -- FINISHES Z Q N W Ill 3 N $55,000 x 0.25 = $13,750 _O d' CV Y4'= 1'-0" W r H M � Provisions of OSSC 3411 and ORS 447.241 require that 25% of project costs ($13,750) be allocated to / Z 0� Q the removal of architectural barriers. Improvements are to be based on a prioritized list as described in W WO W the code. The following table identifies those priorities and the costs associated with such improvements. > 0 Q 3'_0^ the > W Z DOOR SPECIFICATIONS 6" Cost Allocation W �/� U) Q TYPE: WOOD STILE&RAIL w/FULL-LITE GLAZING O U) N 0 W (SAFETY GLASS) AMOUNT NOTES Z z rn f- Z MATERIAL: WHITE ASH, CLEAR (NATURAL) FACTORY FINISH, SEALED _ Modify One (1) existing parking Space t0 create a "van accessible" space; modify 0 NOMINAL / curb and paving (regrade as required); Q THICKNESS: 1y4" Parking $5,000 provide signage and re-stripe. FIRE RATING: NONE / Accessible Entrance $1,500 Door hardware replacement as required.. FRAME: TIMELY KD (KNOCKED-DOWN) PRE-FINISHED lifti h l h improvement m rovement weecar C-SERIES STEEL FRAME w/TA-28 ALUMINUM This p ( ) IS not CASING. COLOR SELECTION: _$26 99�L- provided as the cost exceeds the 25% STONE GRAY SC-106 cO Accessible route to altered spaces threshold and is therefore disproportionate. REV: One accessible restroom for each Add grab bars at Restroom 004; relocate DOOR HARDWARE SPECIFICATIONS sex or a single unisex restroom $3,500 accessories to accessible reach ranges. HINGE: (3) 5BB1 4.5x4.5 NRP by IVES, FINISH: 652 Potable water is available at the accessible LOCKSET Accessible drinking fountains [not provided] lower level (Kitchen 005.) (CYLINDER): (1)ALX70-P6-SAT-626 (CLASSROOM FUNCTION) by SCHLAGE; ` STANDARD EV-29-123 KEYWAY; COORDINATE WITH OWNER Improvements include ADA-compliant floor FOR CYLINDER KEYING Additional accessible elements $4,000 finishes and transitions. HOLDER: (1) FS452-5 by IVES, FINISH: 626 DOOR TYPE A WOOD DOOR w/24"x66"FULL-LITE/ TOTAL $14,000 SILENCER: (3) SR66 (BROWN) by IVES WOOD FRAME DATE: 4.04.2022 Improvements to remove architectural barriers amount to 25.5% of permit valuation. 2 DOOR & DOOR HARDWARE ,� ORS 447.241 ANALYSIS (25% RULE) S © 2022 RESOLVE Architecture+Planning, LLC