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Plans (15) BUP2020 -00094 tigED THOMAS F.FALLON10 Van *111a Shell 16200 SW Pacific Highway, Suite ' K' Na -z g � NO. 4787 ° ,-y PORTLAND,OR T TeigardSquare � Tigard , Oregon ° F °Towne RECEIVED W LEGEND GENERAL NOTES DIRECTORY SHEET INDEX APR 062020 a) CITY OF TIGARD '- RUILDINGDIVISION �- VERIFY A DIMENSIONS an CONDITIONS ON THE DWGS.and 9. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS and EQUIPMENT 19. VERIFY W AHJ IF A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. OWNER ARCHITECTURAL GRID NUMBER l. CONTRACTOR SHALL ERI Y LLD d / Q ^` ON THE JOB PRIOR TO EXECUTION OF ANY WORK and SHALL NOTIFY THE ARCHITECT FURNISHED and INSTALLED BY HIMSELF/HERSELF or OTHERS, PRIOR TO PROCEEDING 20. PER THE FIRE CODE, NEW OCCUPANCIES and TENANT IMPROVEMENTS WITH EITHER FIRE C VJ OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS with WORK. HARSCH INVESTMENT PROPERTIES AO.O COVER SHEET,SITE PLAN &CODE REVIEW SPRINKLER AND/OR ALARM SYSTEMS ARE TO BE PROVIDED WITH A KNOX BOX BRAND O ^ INCURRED DUE TO HIS FAILURE TO DO SO. 1121 LA SALMON ST., SUITE 500 11 10. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES and SYMBOLS. SECURITY KEY BOX AS A CONDITION OF OCCUPANCY. BOX SHALL BE RECESSED AND PORTLAND, OR 97205 A2.1 DEMO, FLOOR,AND REFLECTED CEILING PLANS X - STRUCTURAL GRID 2. ALL MATERIALS and WORKMANSHIP SHALL CONFORM with ALL STATE and LOCAL 11. ALL WOOD IN CONTACT with CONCRETE or MASONRY SHALL BE PRESSURE TREATED. LOCATION APPROVED BY AHJ AND THE ARCHITECT. TEL: (503) 450 0806 � O JURISDICTIONAL BUILDING CODES and REGULATIONS. 21. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS,and BOUNDARY DELINEATIONS ARE CONTACT: SCOTT ANDERSON A3.1 DETAILS 12. DO NOT SCALE DRAWINGS /11 O L 3. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES or FOR REFERENCE ONLY. ACTUAL SITE CONDITIONS WILL VARY. THE CONTRACTOR EMAIL:scotta@harsch.com W STRUCTURE CENTERLINE REGULATIONS.THE CONTRACTOR SHALL DESIGN, INSTALL,and MAINTAIN ALL SAFETY 13. DEFERRED SUBMITTALS PER CHAPTER 1, CONTRACTOR TO PROVIDE DEFERRED SHALL BE DEEMED TO HAVE INSPECTED THE SITE and SATISFIED HIMSELF AS TO ACTUAL OR STRUCTURAL FACE DEVICES and SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER REGISTERED GRADES, LEVELS, DIMENSIONS,and DELINEATIONS,and THE TRUE CONDITIONS UNDER and FEDERAL SAFETY and HEALTH STANDARDS, LAWS and REGULATIONS. IN THE PROJECT'S STATE TO THE AUTHORITY HAVING JURISDICTION (AHJ) (WHERE WHICH THE WORK IS TO BE PERFORMED. GENERAL CONTRACTOR MULTIPLE ELEVATION 4. PROVIDE FIRE EXTINGUISHERS with REQUIRED SIGNAGE AS PER BY FIRE DEPARTMENT REQUIRED) TO THE ARCHITECT OF RECORD FOR REVIEW OF DESIGN INTENT PRIOR TO 22, ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING IN A LOCATION THAT IS } REFERENCE NUMBER TBD X (OUTSIDE OF SYMBOL) FIELD INSPECTOR. DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTINGUISHER SUBMITTAL TO THE AHJ FOR THE DEFERRED SUBMITTALS LISTED ON THIS SHEET. CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERS SHALL BE ILLUMINATED w` � H with TYPE A,B,C RATING WITHIN 75 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDING. 14. DETAILED DRAWINGS and LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER at NIGHT. ADDRESS NUMBERING SHALL HAVE A MINIMUM HEIGHT OF 6 INCHES (OR AS (VI/1 XX SINGLE ELEVATION INTERIOR VIEW KEY 5. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES,SPRINKLER SMALLER SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR,THEY SHALL BE REQUIRED BY AHJ). NUMBERS SHALL BE OF A COLOR CONTRASTING with THEIR } 07 / V^` X REFERENCE NUMBER FOR FINISHES SYSTEMS,and FIRE ALARM SYSTEMS MUST BE SUBMITTED TO and APPROVED BY THE FIRE REPORTED TO ARCHITECT and ENGINEER FOR RESOLUTION,AS SOON AS POSSIBLE BACKGROUND. SUITE NUMBERS SHALL BE PROVIDED OVER EVERY EXTERIOR DOOR a (INSIDE OF SYMBOL) MARSHALL, BUILDING DEPARTMENT, FIRE SPRINKLER ENGINEER,ARCHITECT, and AFTER DISCOVERY. INTO A SUITE. SHEET REFERENCE TENANT PRIOR TO INSTALLATION OF EQUIPMENT. 15. THIS PROJECT SHALL COMPLY with ALL ADA AND IBC CHAPTER 11 (NEW 6. ALL DIMENSIONS TO FACE OF FINISH UNLESS OTHERWISE NOTED. CONCRETE/ CONSTRUCTION),AND CHAPTER 34 (EXISTING BUILDINGS) FOR ACCESSIBILITY. WHERE ARCHITECT /I` I +_ INDICATION OF NO MASONRY DIMENSIONS ARE GIVEN TO FACE OF CONCRETE/MASONRY and/OR TO ADAPTED BY THE AHJ,COMPLY WITH THE INTERNATIONAL EXISTING BUILDING CODE W >1N ROOM ELEVATION THE EDGE OF CONCRETE SLABS. ACCESSIBILITY REQUIREMENTS AS WELL. BENNER STANGE ASSOCIATES ARCHITECTS, INC. THE WATERMAN BUILDING 16. ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF THE JURISDICTION'S WHERE NO NUMBER 7. PROVIDE BLOCKING at ALL PLYWOOD and GYPSUM BOARD SHEATHING EDGES and 0 43 at BUTTED SHEET EDGES. REFER TO STRUCTURAL FOR NAILING INFORMATION. BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL PORTLAND, OREGON 80 SE MADISON ST.,SUITE TE 43 '� REFERENCE NUMBER PHASES OF CONSTRUCTION and MUST BE MADE AVAILABLE TO BUILDING and FIRE 8. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS andTEL: (503) 670-0234,XT 101 _ INSPECTORS FOR REFERENCE DURING INSPECTION. ROUGH-OUTS THROUGH SLABS, WALLS,CEILINGS and ROOFS FOR DUCTS, PIPES, FAX: (503) 670-0235 JC O C= ELEVATION REFERENCE CONDUITS,CABINETS and EQUIPMENT,and SHALL VERIFY SIZE and LOCATION BEFORE 17. ALL SIGNAGE INSTALLATIONS REQUIRE A SEPARATE PERMIT. CONTACT: THOMAS F. FALLON,AIA NCARB X PROCEEDING with WORK. �/ I U 18. VERIFY W/AHJ IF MECHANICAL/ HVAC REQUIRE A SEPARATE PERMIT. E-MAIL: tfallon@bsaarch.com SHEET REFERENCE iD D REFERENCE NUMBER _ J BUILDING SECTION CODE ANALYSIS ELECTRICAL NARRATIVE 2019 OREGON STRUCTURAL SPECIALTY CODE ._ � N X WALL SECTION BIu l ld l ng rCr PROJECT NARRATIVE PROVIDE THE FOLLOWING ELECTRICAL DESIGN/BUILDSERVICES: C V) � SHEET REFERENCE 1. PREPARE AND SUBMIT A SEPARATE PERMIT APPLICATION AS REQUIRED. Q OCCUPANCY GROUP: TENANT SPACE:Vanilla Shell,'B' (previous occupancy, no change) LANDLORD SHELL IMPROVEMENT: DEMO AND REMOVAL OF EXISTING DRY CLEANING EQUIPMENT AND FACILITY. CONSTRUCT VANILLA SHELL FOR 2. PROVIDE NEW ELECTRICAL PANEL. O C3 REFERENCE NUMBER 3. NEW DEDICATED GFCI OUTLET FOR NEW PLATFORM HOT WATER HEATER. CN FUTURE TENANT T.B.D. CONSTRUCTION TYPE: 'III-B' (NO CHANGE) [CONSTRUCTED AS III-N UNDER 1985 UBC/1986 OSSC] 4. INSPECT EXISTING ELECTRICAL WHERE PORTIONS OF WALLS ARE REPAIRED AND INSTALL REPLACEMENT OUTLETS AS REQUIRED BASED ON THE CONDITION. ZONE CLASSIFICATION: 'C-G': COMMERCIAL-GENERAL ZONE '- DETAIL REFERENCE 5. REMOVE EXISTING ELECTRICAL IN WALLS AND CEILINGS SCHEDULED TO BE REMOVED. X 6. PROVIDE TEMPORARY AND EXIT LIGHTING AS INDICATED ON THE PLANS. PROJECT NO. SHEET REFERENCE DEMISED FLOOR AREA: (GLA's) Building 'B' (label from original CD's): SITE PLAN / LOCATION PLAN 17 IS NOT ANTICIPATED THAT ANY CITY SUBMITTALS SHALL BE REQUIRED. 2x104 REFERENCE NUMBER SUITE'El' :'B' 1,050 SF Great Clips (N.I.C.-Existing) DRAWN BY : SUITE'F' :'B' 1,430 SF Nail Salon (N.I.C.- Existing) DETAIL REFERENCE SUITE'G2' :'M' Vacant Shell 1,862 SF Formerly part of Card mart N.I.C.-Existing Vacant) HVAC/M E C H SCOPE TFF C SUITE'G' :'M' 1,200 SF Foot Solutions (N.LC.- Existing) CHECKED BY : SUITE'H' :'B' 1,260 SF Postal Connection N.I.C.- Existing) 'w DETAIL AREA �. SUITE'(' :'M' 1,200 SF Formerly GNC (N.I.C.- Existing) JB SHEET REFERENCE SUITE'K': 'B' 1,400 SF Vanilla Shell formerly Cleaners [THIS PERMIT SCOPE OF WORK] DATE COMMON UNOCCUPIED (Riser/Elect) : 84 SF (Assumed Accessory to all tenants) SW DURHAM ROAD NARRATIVE REFERENCE NUMBER TOTAL 1 ST FLOOR AREA : 9,486 SF 3.31.2020 NORTH PROVIDE THE FOLLOWING HVAC DESIGN/BUILDSERVICES REVISION - REFERENCE TITLE PLAN,SCHEDULE, DETAIL, NUMBER OF STORIES: 1 STORIES (EXISTING- NO CHANGE) 1. PREPARE AND SUBMIT A SEPARATE PERMIT APPLICATION AS REQUIRED. X SECTION, ELEVATION,AND g 2. EXISTING CEILING IS BEING REMOVED AND A NEW GRID IS BEING INSTALLED, RETAIN EXISTING SCALE: XXXX (BSA DETAIL NO.) DIAGRAM REFERENCES NUMBER OF OCCUPANTS: o- DUCTWORK WHERE POSSIBLE FOR MODIFICATIONS BY FUTURE TENANT. DO NOT INSTALL NEW (OR SUITE W : To be determined under Tenant Improvement (Vanilla Shell). o REINSTALL) DIFFUSERS AT THIS TIME. REFERENCE SCALE ARCHITECT'S DETAIL REF. NO\ 3. REMOVE EXISTING RESTROOM EXHAST AND INSTALL NEW. RESTROOMS REQUIRED/PROVIDED: 4. REMOVE AND CAP ALL EXISTING ABANDONED ROOF PENETRATIONS, EXHAUSTS, ETC. ROOM TITLE SUITE W : Requirement TBD under Tenant Improvement Provided: 1 Unisex (ADA upgrade/expansion of existing) LU ROOM PLUMBING NARRATIVE XXXX ROOM NUMBER ROOM NUMBER �� Q HEIGHT ABOVE TABLE 607, FIRE RATING OF BUILDING ELEMENTS _ PROVIDE THE FOLLOWING PLUMBING DESIGN/BUILD SERVICES FINISH FLOOR Element RATING CONSTRUCTION TYPE NOTES U 00 1. PREPARE AND SUBMIT A SEPARATE PERMIT APPLICATION L REQUIRED. ..` 07 2. REMOVE ABOVE-SLAB ABANDONED PLUMBING LINES NO LONGER IN USE FROM DRY CLEANER X'-X"A.F.F. Primary structural frame 0 hr (IIB i . , , POINT ELEVATION � t � FACILITY. CAP ALL ABANDONED UNDER-SLAB PLUMBING LINES, DRAINS, ETC. RE EF� Exterior 2 hr IIIB 1 CE Bearing Wags I 3. INSTALL NEW PLATFORM HOT WATER HEATER OVER RESTROOM PLATFORM. Q "°°'""° TENT OF WORK 4. INSTALL NEW FIXTURES AT MODIFIED RESTROOM AS INDICATED. POINT, LINE, OR SURFACE Interior 0 hr IIIB 1 , REFERENCE Nonbeari Wags 8 Part. / ���� FIRE NARRATIVE WINDOW STYLE: LETTER Exterior 0 h (IIB 1 DESIGNATIONS, RE: Interior 0 hr IIIB 1 A.5.1 WINDOW NUMBER Fbor const&sec.r emlxs 0 hr IIIB 1 N PROVIDE THE FOLLOWING FIRE LIFE-SAFETY DESIGN/BUILD SERVICES u Root corist&sec.membrs 0 hr IIIB 1 ❑ " 1. PREPARE AND SUBMIT A SEPARATE PERMIT APPLICATION AS REQUIRED. ox- DOOR TYPE: Nae 1:ndngsshattbenorlessthandtosedictatedelsewhemintheseplans - 2. REINSTALL SPRINKLER HEAD AT NEW RESTROOM CEILING. NUMBER 3. SPRINKLER MODIFICATIONS REQUIRED BASED ON LAYOUT MODIFICATIONS THROUGHOUT. X DESIGNATIONS, DOOR NUMBER RE:A.5.1BSAA SHEET KEY NOTES RE: ❑ ELEVATIONS SHEET OF DEFERRED S U B M I TTA LS ARCHITECTURE & PLANNING Cr � ... . - KEYED NOTES KEY NOTE BENNER SHEET KEYED NOTES, PER CHAPTER 1, _ _ AND CALCULATIONNSNSTAMPED RTO AND SIIGNIDE DEFERRED EED BY ANENGINEER INGS STANGE AND MATERIAL - _ - - _- FINISHES = r REGISTERED IN THE PROJECTS STATE TO THE AUTHORITY HAVING ASSOCIATES MATERIAL FINISH I JURISDICTION (AHJ) (WHERE REQUIRED)TO THE ARCHITECT OF Y RECORD FOR REVIEW OF DESIGN INTENT PRIOR TO SUBMITTAL TO THE ARC H I T E C T S , INC. SHEET COLOR KEYABBREVIATIONS AHJ FOR THE FOLLOWING DEFERRED SUBMITTALS: THE WATERMAN BUILDING HEIGHT ABOVE 1. NONE 80 SE MADISON STREET FINISH FLOOR SUITE 430 X'-X"A.F.F. @ AT 0 DIA DIAMETER FOM FACE OF MASONRY LAM LAMINATED REINF REINFORCED/REINFORCING TJ TROWEL JOINT/TOOL JOINT PORTLAND, OR 97214 ELEVATION DATUM AB ANCHORBOLT DBL DOUBLE FOS FACE OF STUD SHEATHING LAV LAVATORY REQ REQUIRED TOC TOP OF CONCRETE CURB R FEFCE Q�, =��CQ .fig 503-670-0234 ACOUST ACOUSTIC/ACCOUSTICAL DEPT DEPARTMENT RM ROOM TOD TOP OF DECK FAX 503-670-0235 ADJ ADJACENT DIM DIMENSION MFR MANUFACTURER R RADIUS TOF TOP OF FRAMING -##x11113 POINT, LINE, OR SURFACE b5a@bSaaFCh.001T1 OF REFERENCE AFF ABOVE FINISHED FLOOR DISP DISPENSER GALV GALVANIZED MAS MASONRY RD RAIN DRAIN/ROOF DRAIN TOM TOP OF MASONRY ��,ti .� -a ;ssajppy ALUM ALUMINUM DN DOWN GA GAUGE MAT MATERIAL RO ROUGH OPENING TOP TOP OF PLATE 111UJad ANOD ANODIZED DR DOOR MAX MAXIMUM TOS TOP OF SHEATHING hb EXIT ® EMERGENCY EXIT SIGN APPROX APPROXIMATE/APPROXIMATELY DWG DRAWING GEN GENERAL MECH MECHANICAL SCHED SCHEDULE TPD TOILET PAPER DISPENSER [ iso COVER ARCH ARCHITECTURAL DTL DETAIL GL GLASS MEZZ MEZZANINE SECT SECTION TS TUBE STEEL [ V. O'Ao.rddy AUTO AUTOMATIC DS DOWN SPOUT GYPBD GYPSUM BOARD MIN MINIMUM SHT SHEET UBC UNIFORM BUILDING CODE SHEET GL GLUE LAMINATED BEAM MISC MISCELLANEOUS SHTG SHEATHING UNO UNLESS NOTED OTHERWISE REVISION NUMBER BD BOARD EA EACH MO MASONRY OPENING SQFT SQUARE FEET 9DNV1'1dW07 '1(1(7 MOA ( t1A IIAa2I BLDG BUILDING ELECT ELECTRIC/ELECTRICAL HC HANDICAPPED MTL METAL SIM SIMILAR VEN VENEER aud9li d0 A.LID PLAN CHANGE BLKBLKG BLOCKING EUELEV ELEVATION SPEC SPECIFICATION VERT VERTICAL AFTER BID BOT BOTTOM EQUIP EQUIPMENT HDR HEADER NOM NOMINAL STD STANDARD VCT VINYL COMPOSITION TILE BUILDING NUMBER BO BOTTOM OF EQ EQUAL HORIZ HORIZONTAL NO NUMBER STL STEEL VALIDITY OF PERMIT �(i0� �[��O EXIST EXISTING HR HOUR NIC NOT IN CONTRACT STOR STORAGE W WITH THE ISSUANCE OF A PERMIT SERIES CL CENTERLINE EXT EXTERIOR HT HEIGHT STRUCT STRUCTURAL WD WOOD OPG OPENING BASED ON CONSTRUCTION CLG CEILING EJ EXPANSION JOINT HB HOSEBIBB SUSP SUSPENDED WP WATERPROOF CITY OF TIGARD CUR CLEAR EW EACHWAY HM HOLLOWMETAL OPP OPPOSITE SYS SYSTEM WC WATER CLOSET DOCUMENTS AND OTHER w / COL COLUMN HVAC HEATING VENTILATION AND OC ON CENTER SC SOLID CORE WH WATER HEATER DATA SHALL NOT PREVENT Approved b planning A y SHEET REFERENCE CONC CONCRETE OD OVERFLOW DRAIN AO *O FFE FINISH FLOOR ELEVATION AIR CONDITIONING SM SHEET METAL THE CODE OFFICIAL FROM Date: CONST CONSTRUCTION FIN FINISH REQUIRING THE CORRECTION initials: CONT CONTINUOUS FF FINISH FLOOR INSUL INSULATION PLYWD PLYWOOD TEMP TEMPERED OF ERRORS.OSSC 105.4 s CI CAST IRON FLR FLOOR INT INTERIORTHK THICK SHEET PB PARTICLE BOARD CJ CONTROL JOINT FTG FOOTING PT PRESSURE TREATED TYP TYPICAL CMU CONCRETE MASONRY UNIT FEC FIRE EXTINGUISHER CABINET JT JOINT PTD PAPER TOWEL DISPENSER TG TONGUE AND GROOVE DISCIPLINE FOF FACE OF FINISH t:\2019 bso pmlects\I9-123 tigard town square\20-104 suite k vanilla shal1\04 construction documents\20104 oO.O(cover).dwg 1 3/25/2020 3:05:59 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. SDC PLUMBING FIXTURE TALLY: EgED .� REMOVE: 3 STEAM IRON STATIONS �gS Q r 1 COMMERCIAL WASHER 1 WC W THOMAS F.FALLON 0 1 LAV /° ' a " (E) STOREFRONT ENTRANCE DOOR, INSTALL NEW SIGN: NO. 4787 '2 ADD: 1 WC THIS DOOR TO REMAIN UNLOCKED y�PORTLAND,OR�6 WHEN THIS SPACE IS OCCUPIED"IN 1 V 1 INCH LETTERS ON CONTRASTING OF 0¢ BACKGROUND FLOOR PLAN NOTES: 1. (E) = EXISTING; (N) = NEW. N 2. DIMENSIONS ARE TO FACE OF FINISHED WALL. (E) STOREFRONT 3. AT RESTROOM NEW VERTICAL GRAB BAR _ (SIDE-WALL), INSTALL BAR WITH EPDXY ANCHORS TO EXISTING EXPOSED CONCRETE (D) ALL MILLWORK WALL. 4. PROVIDE BLOCKING IN WALLS FOR ALL FIXTURES, NEW EMERGENCY EXIT LIGHT WITH BATTERY BACKUP EQUIPMENT, MILLWORK ETC. O Q 5. FINISHED DRYWALL TO RECEIVE LEVEL 4 FINISH, 0) N PAINT WHERE SPEC'D SHALL BE 1 COAT LATEX `- PRIMER; 2 COATS LATEX ENAMEL. TOTAL DRY CEILING PLAN NOTES: 0 L' -1 L_ - _J FILM 4.0 MILS. 1 . (E) = EXISTING; (N) = NEW; (M) = MODIFIED. 6. MAIN SHELL FINISHES: 2. SEE DETAILS ON A4.1 FOR SUSPENDED Y 6.1. FLOOR - DRY, CLEAN EXISTING CONCRETE CEILING DETAILING - +- - - SLAB (PATCHED WHERE REQUIRED), READY 3. SPRINKLER LAYOUT IS SUBJECT TO CHANGE ^` - - TO RECEIVE TENANT'S FINISHES (UNKNOWN). AND FINAL DESIGN AND LAYOUT SHALL BE VJ L _ - 6.2. WALLS - CLEAN, CONSISTENT TEXTURED THE RESPONSIBILITY OF THE DESIGN-BUILD 0 NEW/REPAIRED/EXISTING DRYWALL WITH CONTRACTOR. a) EGGSHEJ DIFY AS E 6.3. CEILINGL PEN TO DECK WITH OPEN L WHITE PAINT. 4EXCEPT NEC SS RY O REMOVE T EEXISTING GRID. (n (� 11 N (D) PARTITION WALI SUSPENDED (N) CEILING GRID. DO NOT CONNECT TO NEW GRID EXCEPT IF W N I 7. RESTROOM FINISHES: REQUIRED FOR STABILITY - T.I. TO MODIFY THE 3 7.1. FLOOR - SHEET VINYL W/ INTEGRAL COVE LAYOUT AS NEEDED. BASE. 5. FINAL LIGHTING LAYOUT BY TENANT. 7.2. WALLS - 48" HIGH FRP WAINSCOT, 6. FINAL HVAC LAYOUT AND MODIFICATIONS JC O SEMI-GLOSS WHITE PAINT ABOVE. BY TENANT. _ U 7.3. CEILING - PAINTED DRYWALL, SEMI-GLOSS WHITE PAINT. U 8. SEE REFERENCED INTERIOR ELEVATIONS FOR 0 6 -C 9. S DDI 0E 11 3ALFOR ACCESFIXTURES SIBLE MO LABELED ONC'PLAN. HEIGHTS, CLEARANCES, ETC. N 10. SEE 1/A3.1 FOR DOOR TYPE ELEVATIONS AND jj''� L DETAIL REFERENCES. V/ U 11 . DOOR HARDWARE NOTES: �O = J 11 .1 . HANDLES, PULLS, LATCHES, LOCKS, AND (N) SUSPENDED CEILING GRID (ONLY-NO TILES) r OTHER OPERATING DEVICES ON DOOR, INSTALL AT SAME HEIGHT AS EXISTING GRID PROJECT NO. CABINETS, PLUMBING FIXTURES AND - - STORAGE FACILITIES SHALL HAVE LEVER OR 20-104 L - J OTHER PERMITTING RE AOND O ON BY DRAWN BY : WRIST OR ARM PR SSU REQUIRING GRASPING, PINCHING OR CHECKED BY TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, Je OTHER THAN EXTERIOR DOORS, SHALL BE DATE NO GREATER THAN FIVE POUNDS FORCE. 3.31.2020 (D) OVEgHEAD EQUIPMENT, 11.2. ALL NON FERROUS HINGES TO BE STAINLESS REVISION RACKS, EILING, ETC. STEEL. 13 SEE DEMO NOTE 4 I 11 .3. ALL DOOR HARDWARE ITEMS TO BE A3.1 SPECIFIED BY THE DOOR HARDWARE J SUPPLIER AND APPROVED BY THE BUILDING - OWNER / ARCHITECT. ALL DOOR (E) CMU WALL (ADJACENT BUILDING) HARDWARE SHALL MEET REQUIREMENTS PER STATE AND LOCAL BUILDING CODES. IE) 1-HR DEMISING, METAL STUD WALL-V.I.F.THAT (N) 8'TEMP STRIP LIGHT-TYPICAL OF TWO, WALL EXTENDS TO ROOF CONNECTED TO NEW 3-WAY LIGHT SWITCH DECK AND ALL BY MAIN ENTRANCE AND REAR EXIT DEMO FLOOR PLAN NOTES: PENETRATIONS AND JOINTS ARE FIRE SEALED 1. (D) - DEMO, REMOVE REINSTALL DRYWALL WHERE 2. REMOVE AND CAP ALL THRU-SLAB REMOVED PER DETAIL PLUMBING, ELECTRICAL, ETC. NOT (D) EXISTING PIPE FROM I SCHEDULED TO REMAIN. (E) EXTERIOR METAL SLAB, UP. CAP AND SEAL 3. REMOVE ALL EXISTING FLOOR FINISHES, STUD WALL. WHERE REMOVED, AS REQUIRED I I GLUES, ETC. PATCH/REPAIR ALL REINSTALL 5/8"TYPE'X' GYP. BD. DAMAGED/DISFIGURED CONCRETE SURFACES. PATCH SLAB WHERE FLOOR 18 MOUNTS FROM EQUIPMENT ARE REMOVED. A3.1 1 4. REMOVE ALL SUSPENDED EQUIPMENT, TYP. (N) 3-5/8"STUD WALL CEILINGS, ETC. 6$" BSAA 5. REMOVE BOTTOM 24" - 4$" OF ALL DRYWALL W/ KN X KNOCK-DOWN WD DOOR (N) GYP. BD. CEILING PAINTED IN NEW DECK b'-10"IF NEW W/ KNOCK-DOWN FRAME SEE WALL DETAIL REFERENCED IN FLOOR PLAN ARCHITECTURE & PLANNING _ AT PERIMETER WALLS, INCLUDING DEMISING WALL IS 3-5/8"STUDS 3-IVES 5BB1 HW 4.5 X 4.5 630 X 17A X 10 072 X WALL WHERE DISFIGURED, DAMAGED, 1 -SCHLAGE FACIL RR LOCK L948 BEN N ER DARKENED, STAINED, ETC. FROM CLEANERS -CYLIL283-NDER CX X SCHLAGE 626 1 -CYLINDER CORE SCHLAGE 23- 0 626 STANGE USE. THIS WILL BE APPROXIMATELY 60-75% OF 1 - FALCON CLOSER SC71A X RWIRA 689ASSOCIATES EAST DEMISING WALL, 25-40% OF WEST r 2- KICK PLATE IVES 8400 10X34 X - S - _ - 7 1 - GASKETING PEMKO S88BL17 BI 1.0 ARC H I T E C T S , INC. EXTERIOR WALL. A \ A \ (N) 6'STUD WALL IF REQUIRED THE WATERMAN BUILDING F= 16 - (� RO FOR ELECTRICAL PANEL $O SE MADISON STREET SUITE 430 ?� \ I D ` � \ Q MIRROR METAL STUD WALL (N) LAVATORY WALL SCONCE ABOVE (D) EXISTING RESTROOMS, RESTROOM FIXTURES A3.1 \ OTHERWISE-TIGHT TO EXT. DR. WALLS, PLUMBING EQUIPMENT (INCLUDING COMMERCIAL INJ WATER FRAME ROR SEE EXHAUST NOTE BELOW PORTLAND, OR 97214 '� SEr�T 503-670-0234 HOT WATER HEATER AND STORAGE, ETC AND OTHER C jFlb 18„/ (N) ELECTRICAL PANEL FAX 503-670-0235 COMMERCIAL CLEANERS COMPONENTS, INCLUDING - (E) CONCRETE WALL (N)/(M) SPRINKLER HEAD AT NEW CEILING b5q@bSggfCh.COY11 STEAM- IRON STATIONS (E) SHARED FIRE )? E GAB BA ANSI Al 17.1.2009 CLEARANCES ILLUSTRATED IN RR: SHARED FIRE (N) 3'-6"X 7'-6" 16 GA.STEEL DOOR (N) EXHAUST FAN W/ LIGHT-TIE TO SAME DEMO, \ ( RISER & ELECT. (D) ELECTRICAL PANEL 1. 304.3(a): 60"0 CIRCULAR TURNING SPACE; RISER &ELECT. (N) 16 GA.STEEL FRAME (VERIFY HEAD HEIGHT) LIGHT SWITCH AS LAVATORY SCONCE FLOOR, ROOMS 2. 305.3:39'X48"CLEAR AT LAV AND BEYOND DOOR ARC; ROOMS 3-IVES 5BB 1 HW 4.5 X 4.5 NRP 630 AND CEILING 3. 404.2.3.2(f): 54"X 60"@ DOOR; 1 - PANIC FALCON 25-R-NL 626 (N) HOT WATER HEATER ON PLATFORM ABOVE 4. 604.3: 60"X 56'@ WATER CLOSET. 1 -SCHLAGE SFIC MORTISE CYL 80-133 626 SIZED BY PLUMBING SUBCONTRACTOR. INSTALL PLANS 1 -SCHLAGE SFIC EVEREST CORE 80-037 626 WITH SEISMIC STRAPS TO WALL STUDS 1 -ZERO RAIN DRIP 142A AL (D) DOOR & FRAME 1 -ZERO DOOR SWEEP 8198AA AL NEW EMERGENCY EXIT LIGHT WITH BATTERY BACKUP 1 -ZERO THRESHOLD 65A-223 I -SEALS ZERO 1885 BILK 1 - LATCH PROTECTOR NORTH A 1 - KICK PLATE IVES 8400 10X34 X B-CS NORTH NORTH A2 . 1 1 ATENANT DEMO FLOOR PLAN TENANT FLOOR PLAN TENANT REFLECTED CEILING PLAN SCALE: 1/4"= F-0" C) SCALE: 1/4"= F-9' SCALE: 114'= F-0" 0 f:\2019 bso projects\19-1231igaro towns square\20-104 suite k vanilla shel1\04 construction documents\20104 a2.1(floor plons).Cwg 1 3/31/20205:19:45 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. PARALLEL TO MAIN 1/2"THIN WALL ELEC.CONDUIT RUNNER TIE 12 GA. (EXTEND TUBE TO BE TIGHT TO WIRE (TYP.) CEILING GRID and STRUCTURE EXTERIOR INTERIOR GRI ABOVE THEN INSTALL BOLT TO WOTHOMAS F.FALLON�(l EXTERIOR INTERIOR SECURE ONE TUBE TO THE OTHER (E)MASONRY WALL e DOOR BEYOND © NO. 4787 (E)MASONRY WALL #6 SCREWS a TYP e .y PORTLAND,OR V METAL FRAME I PARALLEL TO DOOR SWEEP (BEYOND) I CROSS TIE '. OF Q� I B MAX. •a I 450 MAX.,TYP. a STEEL THRESHOLD w/ SEALANT I 2 WALL FRAME 3 WEATHERSTRIP FLOOR SLAB DRIP I �`� ANGLE SET IN CONT. BED OFSEALANT M SLOPE l/Ff •}- NOTE:VERIFY EACH �� SEE PLANJk 0 ° d INDIVIDUAL DOOR // DOOR // FIN. FLR. ` ONE END OF GRID TO BE ATTACHED L SWINGS AS INDICATED HARDWARE zv � � TO CLOSURE ANGLE AT EACH OF TWO ^^`` �." NOTE: 2" X . ADJACENT WALLS.OPPOSITE END OF W PER SCHED. SEALANT PROVIDE LATERAL BRACING IN CONFORMANCE TO THE 2003 IBC and ° GRID IN EACH HORIZONTAL ON FLOOR PLAN ALL APPLICABLE CODES �" . \ \ DIRECTIONS SHALL REST UPON THE / Z FRAME- GROUT SOLID and "ATTACHED" 4 CLOSURE ANGLE W/3/a'CLEARANCE ELECTRICAL CONDUIT STANDARDS METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE and L 0 EXISTINGEXISTING FOR EXITING DEVICE FOR LAY-IN PANEL CEILINGS (COMPRESSION STRUT) Oli- U (WHERE OCCURS W 3/4 S 3/4" DOOR SECTION 25.212.3 LATERAL FORCE BRACING . . . . . L 1 3/4"SOLID WOOD DOOR IN HOLLOW 13/4"HOLLOW METAL INSULATED A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND METAL FRAME DOOR IN HOLLOW METAL FRAME EXTERIOR EXTERIOR FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR SUSPENDED CLG. -F- DOOR TYPE ELEVATIONS D DOOR HEAD FLOOR ABOVE. UNATTACHED END OF GRID THE FOLLOWING IS TO BE CONSIDERED WHEN COMPLYING WITH THE ABOVE 5 SCALE: N.T.S. SUSP CLG 06.dwg D C 1 N.T.S. SCALE: 3"= V-0" SCALE: 3!'= F-0" SECTION. ^^,, 1. IN A STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF 07 a) W BEAMS, PURLINS,AND SUB-PURLINS,THE 2X4 SUB-PURLINS ARE /1 } NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORT- AT LIGHT FIXTURES: �/ I ATTACH NO. 12 GAUGE D 44.8 perimeter ING THE ROOF. N 1/8"CLEARANCE (TYP) (E)MASONRY WALL HANGER WIRE WHICH SHALL 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE � +- AR U OE +�+�° EXTERIORBE ATTACHED TO THE GRID n 1 THAN 1 IN 6 OUT OF PLUMB. W N AREA OF MEMBER WITHIN 3"OF EACH DOOR 3. STRUTS SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 22 ^` REF GE CORNER OF EACH W `� DOOR GRI OF THE 1997 UNIFORM BUILDING CODE. FIXTURE,TYP. 18 min W y e E R as° 7 455 51 ANCHORS IN LIEU OF A DESIGN,THE FOLLOWING STRUT TYPES AND LENGTH ARE 3 g' ACCEPTABLE TO THIS JURISDICTION: �•.• t 3/e min LIGHT Cis centered on EXTENT OF ,.•.r•.•. c5 tac6echaraclers - 3/a min FRAME-GROUT SOLID EXTERIOR PAINT PIPING: ELECTRICAL METALLIC TUBING FIXTURE 18 min (a1 Ib1 COLOR 0 U 155 Figure 703.4.1 Height of Tactile Characters Above Figure 703.4.2 Location of 1/2"-------- to 3 10" Figure 703.3.2 Position of Braille Finish Floor or Ground Tactile Signs at Doors 3/4 - to 5'-2 Figure 609.2.2 Grab Bar Non-Circular Cross Section ELECTRICAL CONDUIT 1 --------- to 6'-6' FOR EXITING DEVICE 11/4"---- -- to 8'-6" � v IL (WHERE OCCURS) 5/g" 11/2"------- tog-10" U EACH LIGHT FIXTURE TO • CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE HAVE 2 NO. 12 GAUGE > N T-BAR MAIN RUNNER WITH 1 - #10 SHEET METAL SCREW AND TO THE HANGER WIRES a I ATTACH at OPPOSITE C) 3941 n STRUCTURAL ROOF/FLOOR MEMBER WITH 2- #10 WOOD SCREWS.OTHER a eco+ 0 �= 24 min 915 2 min CORNERS, FROM THE rn V J 0 CONNECTIONS ARE ACCEPTABLE, BUT SHOULD FIRST BE SUBMITTED TO v 2 max 810 SEALANT FIXTURE HOUSING TO THE � L THE BUILDING DEPARTMENT FOR REVIEW. ' J05 1370 in � � STRUCTURE ABOVE, ONE t'hmin EXTENT OF at EACH END,TYP. �C1�� .(- INTERIOR PAINT 16.18 � SUSPENDED CEILING NOTES: �J + 4 405455 42 min �: 'a L COLOR (WHERE \� /4 max �4 , 'wil A �- transfer 1. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN �P PROJECT NO. 6.4 :6!�:4:: 2 �2 M side OCCURS) RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES 113 (a) projectinglobjects recessed objects FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE 20-104 wheelchair accessible water closets INTERIOR Figure 303.2 Vertical 6.4 Figure 604.5.1 Side Wall Figure 604.5.2 Rear Wall Grab Figure 609.3 Spacing of Grab Bars MAIN RUNNER AT 4 FEET CEILING. USE l2 GAUGE STEEL,SOFT TRANNEALED, GALVANIZED, MILD STEEL WIRE SECURED AL IR THE DRAWN BY : Change in Level Figure 303.3 Beveled Change in Level Figure 604.2 Water Closet Location Grab Bar at Water Closets Bar at Water Closets ATTACHED TO HE CEILING SUSPENSIONMEMBER ANDNG EACH MAIN SUPPORT ABOVE WIITHUNNER, WITH EACH CA MINIMUM TFF EXTERIOR SUSPENDED OF THREE TURNS. SUSPENSION WIRES SHALL NOT HANG MORE THAN IIN6OUT-OF-PLUMB UNLESS DOOR JAMB COUNTERSCEILING at LIGHT CHECKED BY : LOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND C8:)l­ SCALE: 3"= 1'-0" INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHRE O SCALE: 3"= F-0" (SUSP CLG 02.dwg) JB 8 min OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OB DATE 205 BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. 1-HOUR FIRE PARTITION WALL 2. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE 3.31.2020 c DESIGN BASED ON GA FILE NO.WP 1200: STRUCTURAL MEMBERS SUPPORTING THE ROOF AND OR FLOOR ABOVE.THE STRUT SHALL BE 6' 18 GA.METAL STUDS AT 16"O.C. ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE REVISION E 9 min �, E "< VARIES HORIZONTAL RESTRAINT POINTS SHALL BE PLACED NO MORE THAN 12'-0"O.C. IN BOTH 9 �e N 230 T.O.DECK DIRECTIONS, WITH THE FIRST POINT WITHIN 6'-0"FROM EACH WALL ATTACHMENT OF THE RESTRAINT SEISMIC EXPANSION SEPARATION JLV EA.SIDE: BASE LAYER 5/8"TYPE'X'GYP JOINTS ARE REQUIRED AT CEILING ESCOPE OF WALLBOARD APPLIED PARALLEL OR AT RIGHT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. 25 max WORK SIDE ANGLES TO STUDS WITH 1"TYPE S DRYWALL 3. LATERAL FORCE BRACING MEMBERS TO BE SPACED A MIN. OF 6 INCHES FROM ALL HORIZONTAL TRIBUTARY AREAS NO GREATER THAN 17-25 11 min 635 60 min ) 7-9 PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL 2500 S.F. MAX. U.N.O. 6 max zeo iszs teo-z3o EXISTING SCREWS AT 24"O.C. FACE LAYER 5/8"TYPE'X' (a) (b) GYP WALLBOARD APPLIED PARALLEL OR AT RIGHT FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND THE STRUCTURE IN SUCH A (a) (b) Figure ce at 1 Size of Figure 604.7 Dispenser Outlet Location RATED WALL elevation plan ANGLES TO EA.SIDE W/ 1 5/8"TYPE'S' DRYWALL MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS, OR THE elevation plan Clearance at Water Closets Figure 306.2 Toe Clearance Figure 306.3 Knee Clearance NEW 5/8" TYPE'X' SCREWS 17'O.C. ACTUAL LOAD, WHICHEVER IS GREATER,WITH A SAFETY FACTOR OF 2. WLJ• Y 7' Y Y 9 GYP.BD. PER RATED 4. COMPRESSION STRUTS MUST BE PLACED WITHIN 2 INCHES OF THE 4 SPLAYED WIRES. FOR STRUTS WALL DETAIL JOINTS STAGGERED 24"ON OPPOSITE SIDES UP TO 4'-0" IN LENGTH USE 1/2"DIA. E.M.T.THIN WALL CONDUIT. FOR STRUTS 4'-0"TO 6'-0"IN REQUIREMENTS OVER INSTALL VAPOR BARRIER ON OCCUPIED SIDE OF LENGTH USE 3/4 INCE DIA. E.M.T.THIN WALL CONDUIT. PROVIDE PERIMETER WIRES 8 INCHES OUT ACCESSIBILITY DETAILS EXISTING FRAMING WALL TO RECEIVE GYPSUM WALLBOARD. FROM THE WALL. 2, 1 1 AS REQUIRED (SEE 5. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL CONFORM N.T.S. PLAN NOTES) ) 5 1/7'SOUND ATTENUATION INSULATION FIT IN TO THE CURRENT REQUIREMENTS OF ASTM C635 FOR INTERMEDIATE DUTY SYSTEMS. STUD SPACE. 6. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANELS © EXPANSION JOINT REMOVE PROVIDE FIRESTOPPING AT ALL PENETRATIONS. SHALL CONFORM TO THE CURRENT REQUIREMENT OF ASTM C636. GYP.BD. PER 7. GRIDS MUST BE ATTACHED TO TWO ADJACENT WALLS. OPPOSITE WALLS MUST HAVE 3/4" NOTE: INSTALLATIONS IN SIDEWALLPLAN NOTES � CLEARANCE. SEE CEILING END WALL DETAILS THIS SHEET. NO. 12 GA.VERTICAL WIRE HANGER, � REQUIRE EPDXY ANCHORS %;r 8. HEAVY-DUTY GRID SYSTEM (HEAVY DUTY:X1_7328,XL8323, XL7342 OR XL8340). TURN CEILING GRID LEVEL PRIOR TO (CONCRETE W/ NO FURRING) ADJACENT SETTING TUBE (N) 48"HIGH WHITE FRP TENANT N.I.C. MANUFACTURED STRUTS: WALL BASE MANUFACTURED STRUTS MAY BE ACCEPTABLE IF LISTED BY AN APPROVED TESTING AGENCY OR VERTICAL COMPRESSION STRUT (N) WHITE PAINT ABOVE NEW SCONCE LIGHT BY TENANT UNDERSIDE OF FLOOR OR LOCATED 6'-0"MAX. FROM WALLS & SEMI-GLOSS ENGINEERING IS SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW.THIS JURISDICTION T ROOF STRUCTURE ABOVE 12'-O"O.C. EA.WAY MAX. (FIELD) ACCEPTING USG INTERIORS VSA 24, VSA 47, VSA 713,AND VSA 1315 MANUFACTURED STRUTS AS (N) 18"VERT GRAB BAR F F LONG AS THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION NOTE: BRACING LESS THAT 12" BETWEEN REINSTALL HORIZ.GRAB (N) MIRROR INSTRUCTIONS. CEILING GRID AND STRUCTURE NOT BSAA BARS AT REQ'D HEIGHT #8 SCREWS @EACH FLANGE (T&B) AT EA.STUD REQUIRED AND DISTANCES AS / (N) ADA LAV INSULATE 1 -HOUR FIRE PARTITION a SPLAYED BRACING WIRES (REUIRED AT BLOCKING CONDITIONS DEMISING WALL SEISMIC B RACING DETAIL 90 MAX.TYP. AREAS GREATER THAN 144 S.F.) ARCHITECTURE & PLANNING REQUIRED. VERIFY DRAIN AND HW PIPE(S) AND ADD AS REQ'D TO SCALE: 6"= F-O" (HALF) (SEISMIC BRACING Ol.dwg) BENNE R MAINTAIN 250# FORCE (N) WC-1 ADA AT SIM.,WALL EXTENDS TO DECK INDEPENDENT STANGE WATER CLOSET W/DEFLECTION PER 5/A3.1 CADY SUPPORT MAIN RUNNER ASSOCIATES LEDGER,SECURE W/ CLIP @ EACH e ARC H I T E C T S , INC. (N) T.P. DISPENSER FOR 2-SCREWS AT EA. STUD NOTE: WHERE UVE BRACING: H : 31/j' LIGHT FIXTURE 45 MAX.TYP. ELEVATION 'C' ADA COMPLIANCE ELEVATION 'D' PROVIDE POSITIVE BRACING:35/8' © CONNECTION ' CROSS TEE THE WATERMAN BUILDING 1/2"PLYWOOD MTL. DIAGONAL BRACE AT 48"O.C. (N) INTEGRAL COVE BASE NOTE: SHEATHING ANCHOR TO B.O. DECK ABOVE #6 SCREWS 80 SE MADISONSUITE STREET WHERE OCCURS °• ° , PORTLAND, OR 97214 430 1. PROVIDE BLOCKING FOR ALL ACCESSORIES 6"20GA.MTL JOISTS 'O SEE PLAN AND EQUIPMENT. AT 24"O.C. OR B.O.CEILING 503-670-0234 (N) SOAP DISPENSER SUSPENDED 6"MAX. 2. WATER CLOSET SIDEWALL IS EXPOSED PER MANUFACTURER ATTACH STRUTS TO CEILING RUNNER FAX 503-670-0235 CEILING, WHERE OCCURS AND STRUCTURE ABOVE (N) W HIGH WHITE FRP CONCRETE WALL, INSTALL ALL FIXTURES WITH AO AXONOMETRIC bsa@bsaarch.com (N) WHITE PAINT ABOVE EPDXY ANCHORS. 5/8"GYP BD CEILING SEMI-GLOSS SEE PLAN 2"WALL %` +, 3. GYP. BD. FOR RESTROOM INTERIOR WALLS TO BE 20GA. MTL STUDS AT ANGLE 10" 5/8"TYPE'X' , WATER RESIST.GYP. BD. B.O.CEILING 24'O.0 . U.N.0 DETAILS (N) PAINTED OR STAINED 4. GYP. BD. FOR RESTROOM CEILINGS TO BE 5/8" NOTE: SIZE PER PLAN DOOR, PAINTED FRAME TYPE'X' , WATER RESIST.,SAG RESISTANT GYP. 1. BRIDGING LOCATIONS IF BD. REQUIRED, DETERMINE BY MTL0 4 STABLIZER BAR VERTICAL COMPRESSION STRUTS 5. ACCESSORIES SHOWN MAY NOT BE PROVIDED IF JOIST MANUF. WALL FINISH 1. 1'-0"TO 5'-10" USE 1/2"DIAMETER CONDUIT (EMT) NOT REQUIRED BY CONTRACT. PROVIDE 2. IF WATER HEATER TO EXCEED 20 3„ o BLOCKING IN WALL FOR FUTURE INSTALLATION GALLONS, MTL JOIST MANUF. 2" 4 ONE END OF GRID TO BE ATTACHED 2• 5'-10"TO 7'-8" USE 3/4"DIAMETER CONDUIT (EMT) v 6. SEE 9/A3.1 FOR MOUNTING CLEARANCES, TO DETERMINE JOIST SIZES & °• 3. 7'-8"TO 9'-9" USE 1" DIAMETER CONDUIT (EMT) DRIVE PINS AT 32"O.C. 11/64"DIA. 0. TO CLOSURE ANGLE AT EACH OF TWO 4. 7-9"TO 12'-0" USE SINGLE 1625125-33 METAL STUD (1-5/8"X 20 GAUGE) (N) ADA LAV- INSULATE POSITIONS, ETC. SPACING X 2"W/7/8"DIA.WASHER •• ADJACENT WALLS.OPPOSITE END OF DRAIN AND HW PIPE(S) WALL FINISH "UNATTACHED" ° GRID IN EACH HORIZONTAL 5. 12'-O"TO 15-0" USE BACK TO BACK 1625125-33 METAL STUDS (1-5/8"X 20 GA) WALL BASE,WHERE OCCURS DIRECTIONS SHALL REST UPON THE 6. ALT: 13-'6" USE SINGLE 250S125-33 METAL STUD (2-1/2"X 20 GAUGE) 5/8"GYP BD FLOOR FINISH CLOSURE ANGLE W/3/%'CLEARANCE 7. ALT: 15-'0" USE BACK TO BACK 2505125-33 METAL STUDS (2-1/2"X 20 GAUGE) ADA KNEE AND TOE EACH SIDE(N) INTEGRAL COVE BASE A3 * CLEARANCE 0„ NOTE: PERSCRIPTIVE DESIGN PER ASTM C 635 ( IBC/25/ #2ELEVATION 'A' ELEVATION 'B' . . METAL WALL W/ SUSPENDED CLG. SUSPENDED 4 RESTROOM ELEVATIONSQ GYPSUM BOARD CEILING Q ATTACHED END OF GRID CEILING LATERAL BRACING 'fol SCALE: 1/4"= 1'-0" 1 v SCALE: 1/2"= l'-0" (WALL_MTL_PLATFORM.dwg) / SCALE: N.T.S. SUSP CLG 07.dwg �O SCALE: 1 1/2"= F-0" (SUSP CLG 05.d7g) fA2D19 bsa projects\19-1231igard town square\20-104 suite k vanilla sheff\04 construction documents\20104 a3.1 details.dwgl 3/31/20204:54:22 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC.