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Plans (35) BUP2021 -00248 ABBREVIATIONS : PROJECT DESCRIPTION : PROJECT DIRECTORY LAST DRAWING ISSUE KEY: RECEIVE ISSUED : • BID/PERMIT SET OCT 12 2021 SITE ADDRESS: 11958 SW GARDEN PL, TIGARD, OR 97223 LANDLORD: BKM PACIFIC SOUTH TRS 224, LLC STANDARD ABBREVIATIONS MAT MATERIAL 1701 QUAIL S _ CITY 1IGARD T, STE 100 CONSTRUCTION SET BUILDINN G DIVISIO I MAX MAXIMUM TAXLOT ID NO.: 251016601300 NEWPORT BEACH, CA 92660 @ AT MB MACHINE BOLT `�' AB ANCHOR BOLT MECH MECHANICAL PROJECT DESCRIPTION: 6,148 SF OFFICE TENANT IMPROVEMENT WITHIN AN EXISTING OFFICE PARK. TEL: 949.301.9241 FAX. REVISION NUMBER E A AC ASPHALTIC CONCRETE MFR MANUFACTURER NO CHANGE TO CONSTRUCTION TYPE. o AT ACOUSTIC TILE MH MANHOLE ATTN: C.E. KAISERQ REVISION SCOTT IEDWARDS ARCHITECTURE LLP AFF ABOVE FINISH FLOOR MIN MINIMUM NEW WORK TO INCLUDE INTERIOR PARTITION WALLS, CEILINGS, DOORS, FINISHES, TENANT ZOOM+CARE Lu AFG ABOVE FINISH GRADE MISC MISCELLANEOUS rn 2525 E. Burnside St., Portland, OR 97214 MRGWB MOISTURE RESISTANT GWB FIXTURES, RESTROOM &ASSOCIATED UTILITIES. 1455 NW IRVING ST#600 ALT ALTERNATE phone:(503) 226-3617 www.seallp.com ALUM ALUMINUM MTL METAL PORTLAND, OR 97209 SHEET INDEX ANOD ANODIZED TENANT SPACE AREA: 6,148 SF (EXISTING) TEL: 503-979-7287 w APPROX APPROXIMATELY NEW(N) NEW FAX: o NO&# NUMBER PROPERTY TYPE: COMMERCIAL IN INDUSTRIAL ZONE IMPROVED ATTN: PAUL HAESSIG NIC NOT IN CONTRACT ZONING: C-G-COMMERCIAL GENERAL ARCHITECT: SCOTT I EDWARDS ARCHITECTURE, LLP BLKG BLOCKING NOM NOMINAL OCCUPANCY: BUSINESS 525 E BURNSIDE ST. - , GO.01 GENERAL INFORMATION 2 BOT BOTTOM NTS NOT TO SCALE CONSTRUCTION TYPE: IIIBFULLY SPRINKLERED AND MONITORED, NFPA 13 PORTLAND, OREGON 97214 BM BEAM SITE ACREAGE: 3.23 ACRES • GO.O2 CODE SUMMARY 35,E BRG BEARING OC &O/C ON CENTER TEL: 503-896-5385 BTWN BETWEEN OD OUTSIDE DIAMETER FOOTPRINT OF BUILDING: 46,667 SF FAX: 503-662-6021 • GO.03 ACCESSIBILITY SUMMARY I >vCm BUR BUILT-UP ROOFING OFOI OWNER FURNISHED OWNER INSTALLED ATTN: JEFF HAMMOND&MARK STEINHARDT OFCI OWNER FURNISHED CONTRACTOR INSTALLED PARKING: ALL PARKING EXISTING. NO CHANGE TO TENANT OCCUPANCY TYPE PROPOSED. ARCHITECTURAL DRAWINGS CB CATCH BASIN OTS OPEN TO STRUCTURE NO CHANGE TO EXISTING PARKING PROPOSED. MEP ENGINEERS: AKRIBIS ENGINEERING, LLC CFM CUBIC FEET PER MINUTE 3231 S. COUNTRY CLUB WAY, SUITE 102 CJ CONTROL JOINT PL PLATE (PROPERTY LINE) RTLk R N TEMPE, AZ 85282 ®^.. CLG CEILING PLAM PLASTIC LAMINATE TEL: 602-393-0201 • A0.03 LIGHT GAUGE METAL FRAMING DETAILS CLR CLEAR PLYWD PLYWOOD FAX • AO.05 TYPICAL DETAILS � ` O� 0 � CMU CONCRETE MASONRY UNITS PSF POUNDS PER SQUARE FOOT ATTN: JEFF ROGERS CO CLEAN OUT PSI POUNDS PER SQUARE INCH • A0.06D DEMOLITION / SLAB PLAN COL COLUMN PT PAINT OR PRESSURE TREATED I I CONTRACTOR: NORWEST CONTRACTORS, INC CONC CONCRETE PIP POURED IN PLACE7235 SW STEPHEN LN. • A1.01 SITE PLAN Digitally signed by Sid Scott CONT CONTINUOUS PVC POLYVINYL CHLORIDE CPT CARPET PORTLAND, OREGON 97225 i A2.11 DIMENSION FLOOR PLAN & WALL TYPES Date:2021.10.11 14:44:00-07'00' FCT CERAMIC TILE QT QUARRY TILE VICINITY MAP NTS AX 503-291-6986 • A2.21 ROOF PLAN CW COLD WATER R RADIUS ATTN: SETH KISER, SR. PROJECECT MANAGER • A2.31 REFLECTED CEILING PLAN DEG DEGREE RB RUBBER BASE DET& DTL DETAIL REINF REINFORCED • A2.41 FLOOR FINISH PLAN & FINISH SCHEDULE DIA DIAMETER REQ'D REQUIRED DIAG DIAGONAL RM ROOM • A2.61 EQUIPMENT, POWER & DATA PLAN ZOOMOcare DIM DIMENSION RO ROUGH OPENING m DS DOWNSPOUT RD ROOF DRAIN • A7.01 INTERIOR ELEVATIONS DWG DRAWING ROW RIGHT OF WAY Q BILLING & HELP EXIST(E) EXISTING SCHED SCHEDULE � REQUIRED VENDORS • A10.01 DOOR TYPES AND SCHEDULE EJ EXPANSION JOINT SHTHG SHEATHING _ OFFICE SPACE ELEV&EL ELEVATION SF SQUARE FOOT(FEET) _ © � E-COPY ELEC ELECTRICAL GC REQUIRED TO ENTER INTO CONTRACT WITH THE FOLLOWING VENDORS: EQ EQUAL SIM SIMILAR affOPTI AM EXT EXTERIOR SOG SLAB ON GRADE EG EXISTING GRADE SPEC SPECIFICATIONS FLOORING &BASE: COMPANY: TARKETT POR CVD] .COMPLTANM 11958 SW Garden Place SQ SQUARE CONTACT: KATE KANDELL FD FLOOR DRAIN S.S. STAINLESS STEEL TEL: 503.467.6500 Apprtew� }i Tigard, OR 97223 FDN FOUNDATION ST STAIN EMAIL: kate.kandell@tarkett.com FIN FINISH STD STANDARD 7ti ,'�" - FLR FLOOR STL STEEL ='' ° ' LOW VOLTAGE WIRING, COMPANY: METRO OVERHEAD DOOR ', aq�� 1 1 ``��� �'�'� FF FINISH FLOOR STOR STORAGE , SECURITY CAMERAS, CONTACT: JOHN KRUEGER Ad&"* i� rr� r� `�Lo yof FOC FACE OF CONCRETE SUSP SUSPENDED 09 FOF FACE OF FINISH SV SHEET VINYL r ACCESS CONTROL: TEL: 503.595.4716 suite#1 Dam _2 N`� � FOS FACE OF STUD > .3 EMAIL: johnk@metrogates.com -a< FRP FIBERGLASS REINF. PANEL TJ TOOLDOINT „, BILLING RE&A HELP ° DOORS&HARDWARE: COMPANY: BAXTER& FLAMING a FRT FIRE RETARDANT TREATED TO TOP OF F C OFFICE SPACE CONTACT: KEITH RICHARDSON TOA TOP OF ASPHALT v� TEL: 503.225.0486 µ FTG FOOTING T.O.C. TOP OF CURB O T.O.S. TOP OF SHEATHING y EMAIL: keith@baxterflaming.com VALIDITY OF PERMIT GA GAUGE T.O.CONC. TOP OF CONCRETEo THE ISSUANCE OF A PERMIT GI GALVANIZED IRON T.O.SLAB TOP OF SLAB r S ROLLER SHADES: COMPANY: ROLL-A-SHADE GALV GALVANIZED T.O.S.F. TOP OF SUB-FLOOR CONTACT: KRISTEN FANNIN BASED ON CONSTRUCTION GL GLUE LAM T.O.P. TOP OF PARAPET2� TEL: 949.838.6436 DOCUMENTS AND OTHER GYP GYPSUM TEMP TEMPERATURE EMAIL: Kristen.Fannin@rollashade.com DATA SHALL NOT PREVENT GWB GYPSUM WALL BOARD T&G TONGUE&GROOVED THE CODE OFFICIAL FROM TYPICAL HB HOSE BIB SP TUBE STEEL SW GARDEN PL REQUIRING THE CORRECTION HC HANDICAP OF ERRORS.OSSC 105.4 HDR HEADER UBC UNIFORM BUILDING CODE HDWR HARDWARE UL :�• HM HOLLOW METAL UMC UNIVERSAL MECHANICAL CODE HP HORSE POWER U.N.O. UNLESS NOTED OTHERWISE HPL HIGH PRESSURE LAMINATE UPC UNIVERSAL PLUMBING CODE HR HOUR HOR HORIZONTAL VB VAPOR BARRIER HT HEIGHT VCT VINYL COMPOSITION TILE HVAC HEATING-VENTILATING-AC VERT VERTICAL GENERAL NOTES : HW HOT WATER VG VERTICAL GRAIN VC VITREOUS CHINA ID INSIDE DIAMETER INSUL INSULATION W WATT UNDERWRITER'S LABORATORY 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND INT INTERIOR W/ WITH SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY , IE INVERT ELEVATION WC WATER CLOSET SUBCONTRACTORS. WD WOOD KW KILOWATT W/O WITHOUT 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS TO DETERMINE ANY WP WATERPROOF LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH LB &# POUNDS WR WATER RESISTANT WORK. LPL LOW PRESSURE LAMINATE WWF WELDED WIRE FABRIC ZOOM SIGNS CONTRACT WITH THE FOLLOWING VENDORS-GC RESPONSIBLE FOR COORDINATION OF WORK: 3. ALL DIMENSIONS ON PLANS ARE FROM FACE OF FRAMING OR CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE. EXTERIOR SIGNAGE: COMPANY: TUBE ART GROUP GRAPHIC SYMBOLS CONTACT: LESLIE L 4. ALL CONSTRUCTION SHALL COMPLY WITH THE PREVAILING BUILDING CODE W/STATE AMENDMENTS,AND TEL: 971-205--77867786 ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. EMAIL: Irunckel@tubeart.com ROOM N 5. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, AMBIGUITIES OR ROOM NAME TAG TL INTERIOR OMISSIONS HE OR SHE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY W HT E ELEVATION TAG INCORRECT WORK RESULTING FROM A PATENT AMBIGUITY IN THE DOCUMENTS. THE MEANS OF O DOOR TAG SEE DOOR S CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT.SCHEDULE PERMIT JURISDICTIONS O INTERIOR RELITE TAG -SEE RELITE 6. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN TYPES TL BUILDING CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE HT O WINDOW TAG-SEE WINDOW SECTION FLAG APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. CITY: CITY OF TIGARD BUILDING DEPARTMENT TYPES 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES 13125 SW HALL BLVD R 97223 O , O WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL TEL:TIGARD, O 8-2439 KEYNOTE BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. O FIXTURE/EQUIPMENT TAG- TL EXTERIOR FIRE: TUALATIN VALLEY FIRE&RESCUE SEE EQPT SCHEDULE Hr ELEVATION FLAG 8. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKMEN. THE 11945 SW 70TH AVENUE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS'CONSTRUCTION SETS REFLECT TIGARD, OR 97223 0 BUILDING ASSEMBLY TAG SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE TEL: 503-649-8577 SEE BUILDING ASSEMBLY SCHEDULE SET OF PLANS WITH ALL REVISIONS,ADDENDUMS,AND CHANGE ORDERS, ON THE PREMISES AT ALL 0 FINISH TAG - TL# DETAIL FLAG TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. HT SEE SHEET FINISH SCHEDULE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB GRADE BASE POINT/BENCHMARK, IS IN PROGRESS AND UNTIL JOB COMPLETION. BIDDER DESIGNED & Drawing: 10. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES. DEFERRED ITEMS : GENERAL INFORMATION 11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES AND TO COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY REGULATIONS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO, AND APPROVAL OF ARCHITECT, OWNER,AND GOVERNING BUILDING DEPARTMENT. CONTRACTOR SHALL - 12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL REVIEW DRAWINGS AND SPECIFICATION FOR SCOPE OF WORK AND GENERAL INTENT ITEMS. MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. ROUTE(4) COPIES OF BIDDER DESIGNED SYSTEMS DOCUMENTS TO THE ARCHITECT FOR REVIEW. 13. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD.THE CONTRACTOR SHALL BE Job No: 21065 SHELVES, EQUIPMENT,ACCESSORIES, CABINETS, ETC. RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOR PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES. Date: 10/06/2021 14. CAULK SHALL BE USED TO SEAL ALL JOINTS OF MILLWORK, TRIM, EQUIPMENT MOUNTING, WALL VERIFY SCOPE OF EACH SYSTEM W/OWNER PRIOR TO DESIGN AND DOCUMENTATION. PENETRATIONS AND FLASHINGS TO PRODUCE A WATERTIGHT SEAL, Drawn By: - ITEMS: 15. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA, AND TO ENSURE THAT 1. SIGNAGE Checked B MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE WITH DAILY OPERATION OF ADJACENT 2, SPRINKLER SYSTEM MODIFICATIONS y PROPERTIES. COORDINATE ALL WORK HOURS, SERVICE INTERRUPTION, LOADING AND SERVICE ACCESS 3. FIRE ALARM SYSTEM MODIFICATIONS AND BUILDING SECURITY WITH THE SITE MANAGER Sheet No: 16. EXTERIOR SIGNAGE TO BE COVERED UNDER SEPARATE SIGNAGE PERMIT. G0m01 BUILDING CODE SUMMARY: EXISTING DOOR EXISTING ENTRY B 21 occ x.2=4.2"(32"MIN) EXISTING TECH CONFERENCEM) 562 SF 64"PROVIDED STORAGE B 183 SF 150/GROSS 186 SF 150/GROSS 3.74 OCC F---- -T 150/GROSS APPLICABLE CODES 1.12 OCC 2 EXIT \ ',, 1.24 OCC 1 EXIT 1 EXIT 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) S EA w 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) SCOTT EDWARDS ARCHITECTURE LLP ® I 2019 OREGON FIRE CODE(OFC) 2021 OREGON PLUMBING SPECIALTY CODE(OPSC) 2525 E. Burnside St., Portland, OR 97214 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) phone:(503) 226-3617 www.seallp.com 2021 OREGON ENERGCY EFFICIENCY SPECIALTY CODE (OEESC) ICC/ANSI At 17.1 -2009 ACCESSIBLE& USABLE BUILDINGS & FACILITIES w ¢ I 2016 NFPA 13(STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM) V J _�x 2016 NATIONAL FIRE ALARM AND SIGNALING CODE NEPA 72 (FIRE ALARM) T EXISTING N w¢ I EXISTING ll44 CONFERENCE ENTRY TECH STORAGE �3 �1 OIL gS?7 W� � I SECTION: ITEM: VALUE: Q p U o I OCCUPANCY: W m SEC 302 OCCUPANCY: B(ZOOMCARE OFFICE) RTLA, R N s's' PRIOR OCCUPANCY: B(OFFICE) CONSTRUCTION TYPE: — .0 POTENTIAL LOCATION SEC 602 CONSTRUCTION TYPE: III-B, FULLY SPRINKLERED /�r O�` OF FUTURE T.I. `J j' CONNECTING D7 (NO CHANGE PROPOSED) EXISTING CONFERENCE B I Digitally signed by Sid Scott 119 SF Date:2021.10.11 14:44:05-07'00' 150/GROSS ,�, _ SECTION: ITEM: VALUE: 79 OCC EXISTING �',� U XISTIN /NEW TEC INTERIOR ENVIRONMENT: 1 Exlr ! CONFERENCE HALL B r- HALLB B sT RAGE B TABLE 803.13 MIN. FLAME SPREAD RATING FOR B OCCUPANCIES, ® 132 SF 235 SF 166 SF 150/GROSS 150/GROSS 150/GROSS NON-SPRINKLERED ROOMS-CLASS-C, UNDER 300 OCCUPANTS .88 OCC v5s occ 1.17 occ INTERIOR EXIT PASSAGEWAYS-CLASS-B 1 EXIT r L- —CLAJ OCCUPANT LOAD: • L —=J I —CLJ I TABLE 1004.5 OCCUPANT LOAD: SEE CODE SUMMARY DIAGRAM ZOOMOCare TEAM/ pp _� I BREAK TEAM BRREAFRMB & I EXISTING/NEW OCCUPANTS BY SF: BILLING HELP 150/GROSS TECH STORAGE BUSINESS (B) 6,148 SF/ 150 GROSS OLF =40.98 ss occ 2 EXIT ® TOTAL = 41 OCCS OFFICE SPACE I �,', EXISTING SUPPLY RM ® BUILDING EXITING 6,148 SF, 41 OCCUPANTS 11958 SW Garden Place EXISTING SUPPLY w ® REQUIRED EXITS-2 EXITS ARE REQUIRED (PER TABLE 1006.2.1) TI ard, OR 97223 ROOM B o PROVIDED EXITS-2 g 130 SF gfg^ �_ e 150/GRoss a�` EXISTI .86 OCC ' RR 1 EXIT ® FIRE RESISTIVE BUILDING ELEMENTS EXISTING RR B I I 57 SF NON-OCCUPIED TENANT SPACE TO EAST IS GROUP"B" 150/GSS ROI OCCUPANCY OF EXISTING SPACE IS GROUP"B" .38 OCC I ZOOMCARE OFFICE IS A"B"OCCUPANCY 1 EXIT HALL C B 100 SF — 150/GROSS 66 OCC I EXISTING SECTION: ITEM: VALUE: EXISTING RR B I ei I RR 57 SF m ® ACCESSIBILITY: 150/131 4 SS i O IF CHAPTER 11: ALL BUILDING COMPONENTS SHALL COMPLY WITH THE 38 OCC Q n REQUIREMENTS OF THIS SECTION AND ICC A117.1 1 EXIT I I o BILLING '-d�' w o ® I PLUMBING FIXTURES: NE 6W RR( i1SF B I o CHAPTER 29: MIN. PLUMBING FIXTURES READ: 150/GROSS Z '� .40 OCC 41 TOTAL OCCUPANTS =20 MALE+21 FEMALE 1 Exlr NEW RR B OCCUPANCY FIXTURES REQUIRED: WC (1/25M & 1/25F) LAV(1/40) 2M/F 2M/F I OW 00 0 \yF/ - I FIXTURES PROVIDED: * WC LAV BILLING B I I c°qD� 132 3 UNISEX 3 UNISEX 4 Q 150/GROSS SS 8.82 OCC C' 2 EXIT J 4 PER 2019 OSSC SECTION 2902.2.1 -FAMILY OR ASSISTED-USE TOILET FACILITIES SERVING AS SEPARATE FACILITIES: Q WHERE A BUILDING OR TENANT SPACE REQUIRES A SEPARATE TOILET FACILITY FOR EACH SEX AND EACH TOILET FACILITY IS REQUIRED TO HAVE ONLY ONE WATER CLOSET,TWO FAMILY OR ASSISTED-USE TOILET FACILITIES SHALL Q IITH LP BE PERMITTED TO SERVE AS THE REQUIRED SEPARATE FACILITIES.FAMILY OR ASSISTED-USE TOILET FACILITIES SHALL NOT BE REQUIRED TO BE IDENTIFIED FOR EXCLUSIVE USE BY EITHER SEX AS REQUIRED BY SECTION 2902.4. IT/HELP B SF 150/G ROO SS 2.15 000 CODE SUMMARY LEGEND 1 EXIT H®TEAM � � DENOTES EGRESS PATH (EMERGENCY EGRESS ILLUMINATION PER IBC 1008(NOT LESS THAN 1-FC AT WALKING SURFACE LEVEL) EMERGENCY ELECTRICAL SYSTEM NOT REQUIRED DUE TO SPACE i — NOT REQUIRING TWO OR MORE MEANS OF EGRESS. 1008.3.2 EMERGENCY'EXIT'SIGN W/ INTEGRATED DIRECTIONAL ARROW WHERE / OCCURS AT ALL EXITS AND AT EVERY 1 00' IN CORRIDORS. (WITH POCHE INDICATING"EXIT'TEXT SIDE OF SIGN) SIGNS SHOWN ON WALL ARE WALL i HUNG.ALL OTHERS ARE CEILING HUNG. 07P � FIRE EXTINGUISHER IN RECESSED CABINET- 5 Ib, UL 2A:108:C, 12-18' E RANGE MOUNTING HEIGHT BETWEEN T-6"AND 5'-0"AFF. MINIMUM - TRAVEL DISTANCE TO EXTINGUISHER SHALL NOT EXCEED 75'. VERIFY FINAL LOCATION W/FIRE MARSHAL EXISTING (1) HR. DEMISING WALL Drawing: EXISTING SERV F X BUILDING FIRE DETECTION CODE SUMMARY CONFERENCE AND SUPPRESSION HELP TEAM B 1505 SF 150/GROSS 10.03 occ I BUILDING FIRE DETECTION AND SUPPRESSION _ 2 EXIT I 901: GENERAL 901.2 FIRE PROTECTION SYSTEMS SHALL COMPLY WITH THIS CODE V 907: FIRE ALARM AND DETECTION SYSTEMS Job No: 21065 ExIsrING 907.2.2: GROUP B- MANUAL FIRE ALARM SYSTEM NOT REQUIRED / CF­CONF O SF E B SERVE 2/SF ECB KHAN 100 ABOVECAUSE THE OECCUPANT LOAD IS AND BELOW OWESTSEVE THAN EXI500 OTAL AND T DISCHARGES Date: 10/06/2021 EXISTING DOOR 150/GROSS 150/GROSS 20 oc 34"PROVIDED (32"MIN) 212EXOCC .1 EO TC *ALTHOUGH NOT REQUIRED BY CODE, SCOPE OF THIS PROJECT Drawn By: - 34"PROVIDED INCLUDES INSTALLATION OF A NEW FIRE ALARM CONTROL PANEL. SEE ELECTRICAL FOR MORE INFORMATION. Checked By: - HAZARDOUS MATERIALS NORTH NO HAZARDOUS CHEMICALS OR MATERIALS WILL BE PRESENT NOR ANY Sheet No: CODE SUMMARY DIAGRAM PROCESSES THAT PRODUCE HAZARDOUS CHEMICALS OR MATERIALS 1 3/16" = 1'-0" OCCUPANCY VENTILATION REQUIREMENTS RE: MECHANICAL PON TYPICAL FIXTURE MOUNTING HEIGHTS & ACCESSIBLE TOILET ROOM MOUNTINGS TYPICAL RR DOOR & SIGNAGE MOUNTING HEIGHTS ACCESSIBILITY NOTES C� PROPOSED TENANT IMPROVEMENT WILL BE FULLY ACCESSIBLE. SEE / 9.. ACCESSIBILITY NOTES BELOW. SIE A EQ, 1. ACCESSIBLE ACCESS TO THESE FACILITIES ARE PROVIDED AT PRIMARY ENTRANCE. REAR WALL CLEAR FLOOR "UNISEX"SYMBOL: 1/4"THICK _ SPACE TO BE 30" EQUILATERAL TRIANGLE WITHIN 12" 24"MAX WIDE MINIMUM ® � o oDIA.X 1/4"THICK CIRCLE-COLOR 2. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAX., CROSS SLOPE 2%,WALKING SURFACE SCOTT I EDWARDS ARCHITECTURE LLP 4 ® ® an SHALL CONTRAST THAT OF DOOR. SLOPING GREATER THAN 2% SHALL BE SLIP RETARDANT. 18 W r r w COUNTERTOP ® � O w F TRIANGLE TO CONTRAST W/CIRCLE. 2525 E. Burnside St., Portland, OR 97214 w x a ® ® = a p 3. PROVIDE A 60"x 54" MIN. LANDING ON STRIKE SIDE OF DOOR WITH 44"MIN. WIDTH IN DIRECTION hone: 503 226-3617 www.sealip.com Cv w ® ® O �6 w w P ( ) P = z v ® ® = a J LL = z O a OF TRAVEL. El E 0 ¢ M a ® ® ~ a 0 w o g 4. WALKS SHALL EXTEND 24"TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT Y ~ w z MI w - � io �- o 4 SWINGS TOWARD THE WALK. X O z O �U v co a Z Q N 6�� h / Q " Q ,ISI �G' D ARC v Z~ w W o 0 =v z 0 zJIM 5. RAMPS SHALL BE 48"WIDE MIN. AND HAVE_SLlP-RETARDANT SURFACE. _ " l Vf If If r v W W o '�—�= 6. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3 FT. WIDE BY ♦,.` ABOVE COUNTER TOILET COVER PAPER TOWEL SOAP SHELF CLOTHES ACCESSIBLE FIRE CIRCUIT SECURITY THERMO- FIRE ELECTRICAL = tO �. SE27 I"� FIRE ALARM SANITARY NAPKIN ELECTRICAL,DATA,AND HANDRAIL w < NOT LESS THAN 6'-8"HIGH,AND CAPABLE OF OPENING 90 DEGREES&MNTD. SO THAT THE MIRROR DISPENSER DISPENSER DISPENSER HOOK/APRON WORKSTATION/SINK EXTINGUISHER BREAKER CONTROLS STAT ALARM SWITCH RESTROOM HORN HOOK BOX PULL DISPOSAL TELEPHONE OUTLETS m 0 CLEAR WIDTH OF THE EXIT WAY IS 32"MIN. 7. THRESHOLD TO BE A MAX. 1/4"ABOVE ADJACENT FINISH FLOOR. RESTROOM DOOR ACCESSIBLE RESTROOM SIGNS • 15"MIN REAR WALL AND SIGNAGE ARE SUPPLIED&INSTALLED BY 8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. RTL_, R 4NE 5"MAX 3'-4" t SIDE REAR WALL CONTRACTOR PER LOCAL WALL—,,, JURISDICTIONS BUILDING CODE 9. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC &SLIDING, SHALL HAVE A SMOOTH, 5'-0" REAR LL 0MIN UNINTERRUPTED SURFACE. O� 010 9 a CL TO SIDE WALL MIN 0 36"MIN 20 I 10. PROVIDE LEVER-TYPE HARDWARE, PANIC BARS, PUSH- PULL ACTIVATING BARS, OR OTHER o a'-o" 2'-0" c 1'-0" HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE c o STAND MAX MIN MIN MIN Digitally signed by Sid Scott OPENING HARDWARE. Date: 2021.10.11 14:44:09-07'00' L8M °I z (30"TO 44"A.F.F.) a c 1s"-1s" x 11. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32"CLEAR UNOBSTRUCTED Z in I m N ' "�' M a.. c E E OPENINGS. JHINTERNATIONAL NCLEAR FLOOR30"MIN 7"-9" m m N ' SYMBOLOF 12. LOCATE W.C. IN A 60"x 60"MIN. AREA, 17"-18" FROM WALL TO CENTER LINE OF W.C. SPACE CENTERED6"MAX ON ACCESSIBLE r z MAX ACCESSIBILITY FIXTURE E °' 'ISA'6"H x 6"W 13. PROVIDE 48"x 48"SPACE AT PUSH SIDE OF DOOR AND 54"x 60" DEEP SPACE AT PULL SIDE OF ZOOM�Ca re® SPOUT HEIGHT SPOUT LOCATI N PLAN VIEW 2 "MAX DOOR INTO TOILET ROOM. FRONT VIEW SIDE VIEW GRAB BAR TO CLEAR_ E 2"HIGH LETTERS 6" 6" 6" DRINKING FOUNTAIN TP DISPENSER ACCESSIBLE LAVATORY FRONT TOILET LAVATORYSIDE VIEW VIEW 3/8"TO 1/2-------------- 14. PROVIDE 1-1/4" MIN-2" MAX. DIA. GRAB BARS AT 33"-36" MAX. A.F.F. TO TOP OF GRIPPING BILLING & HELP / SURFACE AT REAR AND SIDE OF W.C. GRAB BAR AT SIDE TO BE 48"LONG AND EXTEND 54" FROM BACK WALL OF TOILET. GRAB BAR TO BE 36"LONG AT BACK WITH 1-1/2" CLR. FROM WALL. OFFICE SPACE TYPICAL MINIMUM ACCESSIBLE CLEAR AND TURN FLOOR SPACE CONTRACTED W = ® PROVIDE 1'6" HIGH VERTICAL GRAB BAR MOUNTED 3' 4" FROM REAR WALL OF W.C.AND 34' GRADE 2 BRAILLE C. N q FROM FINISH FLOOR TO BOTTOM OF BAR. BAR FASTENERS AND MOUNTING SUPPORTS TO w F WITHSTAND A MIN, 250 LBS. PER FT. IN BENDING, SHEAR STRESS, AND SHEAR FORCE. SEE CL OF FIXCL OFTURE NOTE: c O 0 DIAGRAMS ON THIS SHEET FOR MORE INFO. FIXTURE ALL TACTILE EXIT SIGNS z X WITH ISA TO BE 10" Z Qo 0 15. WATER CLOSETS SHALL HAVE A SEAT HEIGHT OF 17"TO 19"A.F.F. FLUSH VALVES TO HAVE 11958 SW Garden Place WIDE x 12"HIGH, a MAX. 5 LBS. OPERATING FORCE. 20"MAX >20"-25"MAXTERS - w w r , a BETRA SED SYMBOLS32"MINTO a 16. PROVIDE 30"x 48"CLEAR SPACE IN FRONT OF LAVATORY,AND 29"CLEAR FROM FLOOR TO Tigard, OR 97223 46' MIN \7\] -- BOTTOM OF APRON FOR KNEE SPACE. z I ) I I I PROVIDE 18"WIDE BY O 18"DEEP CLEAR TACTILE SIGN 17. PROVIDE A CLEARANCE 27" HIGH x 8" DEEP BEHIND FRONT OF LAVATORY,A TOE CLEARANCE n ) r — SPACE IN FRONT OF CONFIGURATION TYPICAL LOCATION OF ELECTRICAL OF 9" FROM THE FLOOR,AND 17" DEEP FROM THE FRONT OF THE LAVATORY. z I I I TACTILE SIGNAGE g,PLACEMENT EUIPMENT ADJ. DOORS L 1 -10 — — � I I I z 18. INSULATE HOT WATER AND DRAIN PIPES AT ADA ACCESSIBLE LAVATORIES. NOTES: a I I ( I 19. OPERABLE PARTS, INCLUDING FAUCET CONTROLS, SHALL BE OPERABLE WITH ONE HAND AND � 1. ALL MOUNTING HEIGHTS SHOWN ARE TYPICAL. HEIGHTS SHOWN IN ELEVATIONS AND DETAILS TAKE NOT REQUIRE GRASPING, PINCHING, OR TWISTING. OPERABLE PARTS TO HAVE MAX. 5 LBS. a z L J L J PRECEDENCE OVER THE TYPICAL HEIGHTS GIVEN HERE. OPERATING FORCE. 2.ITEMS SHOWN ARE GENERAL REPRESENTATIONS. REFER TO SPECIFICATIONS AND DRAWINGS FOR SPECIFIC 20. LOCATE TOWEL, SANITARY NAPKIN,AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS 48"MIN 30"MIN MODELS, TYPES AND SIZES. WITHIN 48" OF FLOOR. (b)PARALLEL (a)FORWARD SIZE OF CLEAR FLOOR SPACE 21. LOCATE TOILET PAPER DISPENSERS ON THE WALL WITHIN 7" MIN. -9" MAX. OF THE FRONT EDGE OF THE TOILET SEAT MEASURED TO THE CENTERLINE OF THE DISPENSER AND 19"A.F.F. OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH POSITION OF CLEAR FLOOR SPACE 22, TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48"MIN.ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS r r TYPE OF USE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS -7 X In7) I I I APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY A (BEYOND LATCH UNLESS NOTED) e II X I I FROM FRONT PULL 60" 18", ro FROM FRONT PUSH 48" 0" � Z J O FROM HINGE SIDE PULL 60" 36" m I I FROM HINGE SIDE PULL 54" 42" 60"MIN I FROM HINGE SIDE PUSH 42" ' 22"38° I , I - IL _ _ J FROM LATCH SIDE PULL 48"' 24" 10"MAX >10"-24"MAX 10"MAX 36"MIN FROM LATCH SIDE PUSH 42"' 24" i. ADD 61NCHES IF CLOSER AND LATCH PROVIDED 2. ADD 61NCHES IF CLOSER PROVIDED OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH (b)PARALLEL APPROACH APPROACH(a)FORWARD 3. ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCHED PROVIDED 4. BEYOND HINGE SIDE REACH RANGES MANEUVERING CLEARANCE IN AN ALCOVE 141,MAX g� II z VERTICAL CHANGE IN CARPET PILE LEVEL HEIGHT L - - - 2 2 17"-25" 6"MAX T / ELEVATION PLAN / I z z TOE CLEARANCE BEVELED CHANGE IN BEVELED CHANGE IN LEVEL(b) LEVEL(a) m m 8„MIN FLOOR SURFACES & CHANGES IN LEVEL A \ Z x 1 Z N � � 60”MIN 60"MIN Drawing: VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS z EXCEPTIONS: 25"MAX 1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4W MAX. 11"MIN / \ I I - ACCESSIBILITY 2. DOOR CLOSERS AND DOORSTOPS SHALL BE PERMITTED TO BE 78"MIN ABOVE ELEVATION PLAN z THE FINISH FLOOR OR GROUND. KNEE CLEARANCE PROTRUDING OBJECTS KNEE & TOE CLEARANCE Job No: 21065 36"MIN Date: 10/06/2021 12"MIN 12"MIN Drawn By: - (a)CIRCULAR (b)T-SHAPED Checked By: - TURNING SPACE Sheet No: CONT. STRAPS: 2"X 20 GA. @ 2'-0"O/C VERT. MAX. S EA 5 5 q SCREW TO EA. STUD W/(1)#8(WHERE WALL FINISH g g 10 g g g 8 7 0.0 SCOTT EDWARDS ARCHITECTURE LLP 0.0 0.0 0.0 DOES NOT OCCUR) 0.0 0.0 UNDERSIDE 0.0 0.0 2525 E. Burnside St., Portland, OR 97214 STRUCTURE phone:(503) 226-3617 www.seallp.com // \\ \\ , 21 D B r GWCEILING GWB CEILING ff�` 3$27 WHERE OCCURS LINEWHERE -- V 6 p.p OCCURS 18 MRnAR 0.0 TYP14 15 04 (b 15 .0.0 0.0 0. 7 v M18 ���` \ / 0.0 U 0'0 18o �% OF 0 / \ Digitally signed bySid Scott 13 13 Date:2021.10.1114:44:13-07'00'44:13-0700' 0.0 0.0 FINISH I TTIII 11 L DOOR DOOR OPENING OPENING 4 13 4'-6"MAX 12 8'-6"MAX 4'-6" MAX 11 8'-6" MAX OPENING > 8'-6" 16 GA BACKING PLATE OR FRT PLYWOOD 0.0 � 0.0 0.0 @ CASEWORK, SEE CASEWORK DRAWINGS SINGLE DOUBLE SEE GENERAL WALL DETAIL FOR STUD ANCHORAGE FOR ADDITIONAL INFORMATION. ZOOM care• LIGHT GAGE METAL FRAMING - TYP. ELEV. LGMF - GENERAL WALL INFO LGMF - GENERAL WALL INFO LGMF - GENERAL WALL INFO BILLING & HELP 1 1/4"=1'-0" LGMF_ELEV 1/4"=1'-0" LGMF_ELEV 1/4"=1'-0" LGMF_ELEV 1/4"=1'-0" LGMF_ELEV OFFICE SPACE STRUCTURE SPLICE (L TYP BOTTOM TRACK + + + + 11958 SW Garden Place STRUCTURE STRUCTURE (2)#12 SM SCREWS @ 12" OC TYP. STUD NESTED BETWEEN DOUBLE STUDS VERTICAL STUDS (BOXED) Tigard, OR 97223 ANCHOR PINS: TYP STUD 12 (2) HILTI DN 32 P8 POWDER PER PLAN DEEP LEG TOP TRACK W/ (2)#12 SM SCREWS @ 12" OC CUT FLANGE&BEND WEB T&B —112 DRIVEN FASTENERS W/ 1-1/8" DEEP LEG TOP TRACK W/ EMBED.. (.145" fb) #8 EACH FLANGE (2)#12 SM SCREWS 12" OC 388"X 20GA BRACE @ 8'O/C U.O.N. APPLIES AT TOP&BOTTOM TRACKS @ ( #12 SCREW @ STUD DEEP LEG 2""SLIP"TOP TRACK + + DEEP LEG NESTED TOP T (3)#8 SCREWS TO TOP TRACK RACK 0 0 #8 SCREWS @ 3"O/C EA. SIDE 2" 2" METAL STUD PER PLAN METAL STUD PER PLAN AX TYP MAX @ OPENINGS. &SOFFIT DETAILS p TRACK ANCHOR BY OTHER DETAIL ° 8 11/2" = ,'-0' ��LGMF_DTLS 11/2" - 1'-0' 1479LGMFDTLS 10)�? -0" 1479_LGMF_DT 11 LGMF - TYP. TRACK SPLICE BOTTOM TRACK OPESUSPENSION TOP TRATOP TRACK - DEFLECTION F - TYP. BRACE - LS 1 1/2" = V-0" 1479_LGMF_DTLS 1 1/2" = 1'-0" 1479_LGMF_DTLS DBLSTUDS SEE LINTLE DETAIL FOR 16 GA TRACK W/ BOXED & CLIP ANGLE: #8 ADDITIONAL INFO SCREWS EA. STUD WELDED SEE TYP SILL DETAIL FOR DBL STUDS 12, X 12 MIN X 0'4"X 20 GA. ADDITIONAL INFO BOXED&WELDED TYP STUD W/(2)#8 SCREWS EA. LEG PER PLAN TYP STUDS @12 PROVIDE EA. SIDE OF EAS UD TYP STUDS A A A HUNG CASEWORK /2 a p + + A is 1@12 #8 EACH FLANGE @ A + + + + e"' MAX. GAP + + A + + + + z + + a + !+ 1 2 TYP STUDS + + + + + + + --„_ e” MAX. GAP + + + + + + 7_FL o 16 GA TRACK W/ NESTED STUD CLIP ANGLE: 2" 2" 2" STITCH W/#8 @ 12"O/C. 1 ANCHOR PINS: 16 GA TRACK W/NESTED 3'X5"X 16GA PLATE 1z'X 12" MIN X 0'-4"X 20 GA. NP' (2) HILTI ON 32 P8 POWDER 1W T P' 6"X 16 GA. (U.O.N.) STUD EA. SIDE EA SIDE W/ W/(2)#8 SCREWS EA. LEG 3'X5"X 16GA PLATE EA SIDE W/ DRIVEN FASTENERS W/ 1 e" STITCH W/#8 @ 12"O/C. #8 SCREWS #8 SCREWS EMBED. (.145"0) @ 32"O/C SECTION ELEVATION SECTION ELEVATION SECTION ELEVATION SECTION ELEVATION 13 LGMF - TYP. BOTTOM TRACK 14 LGMF - TYP. LINTEL 15 LGMF - TYP. HEADER 16 +GIVIF - TYP. SILL LGMF - DOUBLE SILL1 1/2"= 1'-0" 1479_LGMF_DTLS 1 1/2" = 1'-0" 1479LGMF DTLS 1 1/2" = 1'-0" 1479 /2" = 1'-0" 1479_LGMF_DTLS 1 1/2"= 1'-0" 1479_LGMF_DTLS SUSPENDED METAL P 362S162-33 @ 16" OC STUD (2)60OS162-33 BRACING 60OS162-33 BACK TO BACK @ 8'4" OC STRONGBACK FULL CONNECT W/(3)#8 SM LENGTH OF FASCIA- — — — — — P SCREWS @ 12" OC BUTT AT VERTICAL STUD + Drawing: (4)#12 SM SCREWS + LIGHT GAUGE METAL ` + CLIP ANGLE: 2X FRT WOOD ♦ CLIP ANGLE: - FRAMING DETAILS 4"X 16GA MIN TRACK —� + 1 1/2"X 1 1/2"MIN X 11/2"X 11/2" MIN X AS BLOCKING + 0'4"X 20 GA. AS BLOCKING E+ + 0'-4"X 20 GA. W/(3)#8 SCREWS W/(3)#8 SCREWS — — — — - EA. LEG 1/2' EA. LEG METAL STUD BRACING METAL STUD PER PLAN METAL STUD PER PLAN &SOFFIT DETAILS &SOFFIT DETAILS CEILING,TO (2)#8 SM SCREWS @ V-0" Job No: 21065 OC FOR LENGTH OF (WHERE OCCURS) BRACE Date: 10/06/2021 SECTION A-A 111 Drawn By: - i8 LGMF - CASEWORK BACKING 19 LGMF - FURNITURE BACKING 2 t LGMF - FASCIA 21 LGMF - BRACE Checked By: 1 1/2"= 1'-0" 1479 LGMF_DTLS 1 1/2"= 1 -0 1479_LGMF_DTLS 1 1/2"= 1 -0 1479_LGMF_DTL 1479_LGMF_DTLS 1 1/2" = 1'-0" S Sheet No: METAL DECK METAL DECK METAL DECK SOLID BLOCKING AT FLUTES AS #12 SM SCREWS AT EA END OF #12 SM SCREWS AT EA JOIST NEEDED DOUBLED STUD, TYP EA SIDE S EA #8 SM SCREWS @ 16"OC, EA #8 SM SCREWS @ EA LOW CONT 6005162-33 UN-PUNCHED SCOTT I EDWARDS ARCHITECTURE LLP SIDE @ LOW FLUTES ONLY FLUTE METAL STUDS EA SIDE W/(2) (4)#12 SM SCREWS (4)#12 SM SCREWS #12 SM SCREWS INTO EA 2525 E. Burnside St., Portland, OR 97214 VERTICAL STUD phone:(503) 226-3617 www.sealip.com + + + I 7F + + + + + +'+ + + "'-6- . 6005162-33 UN-PUNCHED (2)#12 SM SCREWS, TYP METAL STUDS EA SIDE OF(2)#8 SM SCREWS @ 12" OC VERT STUD @ 6'EA OC(MAX)-ATTACH EA END (2)600S162-33 BACK TO6005162-33 BETWEENTO JOIST W/(1)#12 SM BACK � OPEN WEB JOISTS, TYP SCREW �� 3827 TRIM FLANGES FROM 6005162-33-CUT i.J $! * S� BRACE, EA SIDE FLANGES AND BEND JOIST WEB TO FORM 2"CLIP • METAL STUD BRACE METAL STUD BRACE- E #I SM SCREW TYP FASCIA PARALLEL TO JOISTS FASCIA PERPENDICULAR TO JOISTS TRIM FLANGES AT ROOF EA SIDE RTU+, R �`J�1 3625162-33 METAL FASCIA PARALLEL TO JOISTS STUDS @ 16" OC FASCIA PERPENDICULAR TO JOISTS OF O� 8 LGMF BRACE AT ROOF 7 LGMF FASCIA SUSPENSION 3/4" = 1'-0" 3/4" = 1'-0" Digitally signed by Sid Scott Date:2021.10.11 14:44:18-07'00' T ZOOMOcare® CASING BEAD, TYP- PROVIDE 4' MB W/WASHER& DBL NUT IN 4" CASING BEAT,TYP-PROVIDE CONT BILLING & HELP 117 CONT BREAK OF FINISH VERTICAL SLOTTED HOLE @ 8'-0" BREAK OF FINISH MATERIAL ALL SIDES, MATERIAL ALL SIDES, FULL O.C. MAX (MIN OF 2 BOLTS) FULL HEIGHT&ACROSS BOTTOM OFFICE SPACE HEIGHT&ACROSS BOTTOM IF 4'MB W/WASHER& DBL NUT 11958 SW Garden Place IN 4"VERTICAL SLOTTED HOLE @ 8'-0"O.C. MAX(MIN OF 2 BOLTS)W/MB SET 1FROM Tigard, OR 97223 I BOTTOM OF HOLE -- - - `-- - IFF SUSPENDED FLOOR SUPPORTED SUSPENDED FLOOR SUPPORTED FASCIA STUD WALL FASCIA STUD WALL FASCIA PERPENDICULAR TO WALL FASCIA PARALLEL TO WALL LGMF - EXPANSION JOINT 6 3„ FOR PIPE DIAMETER GREATER THAN 1": CONTINOUS BEAD OF 2 48"H. 16GA STAINLESS STEEL NON-HARDENING, RESILIENT FILL DEFLECTION HEAD VOID CORNER GUARD. SET IN A BED ACOUSTICAL SEALANT TO FILL ACOUSTIC INSULATION WITH ACOUSTIC INSULATION OF SEALANT. BOTTOM OF OPENING AROUND PIPE OR CONDUIT CORNER GUARD RESTS ON _ TOP OF BASE. GYPSUM BOARD TO BE HELD 1"WIDE BY 3/4"THICK CLOSED BACK MIN OF 1/2", MAX 1" v CELL NEOPRENE RUBBER FROM ALL SURFACES OF DUCT AROUND PIPE TO ACT AS I B.O. (E) ROOF DECK OR CEILING 1/4" RETURN,TYP. BOTH SIDES BACKING FOR ACOUSTICAL ACOUSTIC INSULATION CAULK CONTINOUS BEAD OF ACOUSTICAL SEALANT BETWEEN NON-HARDENING, RESILIENT TOP OF WALL BOARD AND DECK ACOUSTIC INSULATIONACOUSTICAL SEALANT ON ALL nI�-- SEALANT, Drawing: FOUR SIDES OF DUCT ACOUSTIC SEALANT AT PERIMETER ACOUSTIC INSULATION MAKE WATERTIGHT ALL AROUND FOR PIPE DIAMETER LESS THAN 1 OF PARTITION TYPICAL BOTH SIDES. GYPSUM BOARD TO BE HELD BACK MAXIMUM 1/4"GAP CLEARANCE MIN OF 1/4", MAX 3/8" FROM ALL 2"WIDE BY 1 1/4"THICK I TYPICAL DETAILS SURFACES OF PIPE OR CONDUIT CLOSED CELL NEOPRENE RUBBER APPLIED TO EACH ACOUSTICAL SEALANT AT ALL OPENINGS 'v iSURFACE OF DUCT WITH NO OPENINGS ON OPPOSITE SIDES OF WALL FINISH APPROPRIATE ADHESIVE TO PARTITION AT THE SAME STUD CAVITY ACT AS BACKING FOR ACOUSTICAL CAULK NOTE: SEE ASSEMBLY SCHEDULE CONTINOUS BEAD OF GIVE PRIORITY TO HIGHER NON-HARDENING, RESILIENT STC-RATED WALLS AT SOUND RATED Job No: 21065 WALL INTERSECTIONS. ACOUSTICAL SEALANT TO FILL G.0 TO CONFIRM LOCATIONS OF Date: 10/06/2021 OPENING AROUND PIPE OR CONDUIT ACOUSTIC PARTITIONS WITH OWNER CORNER GUARD Drawn By: - 5 PIPE/CONDUIT PENETRATION AT PARTITION 4 DUCT PENETRATION AT PARTITION 3 ACOUSTICAL SEPERATION AT WALLS 2 ACOUSTICAL ISOLATION AT PARTITION 1 CORNER GUARD DETAIL Checked By: - 3„=1'-0” 3„=1'-0” 3„=1'-0” 3„=1'-0” 6" = 1'-0" Sheet No: AOmO5 ARCHITECTURAL DEMOLITION GENERAL NOTES: - - - - - - - - --- -- --- - - - -- -- --- -- -- -- - 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. I e I 2. AT AREAS OF DEMOLITION, WHERE ADJACENT MATERIALS REMAIN, CONTRACTOR IS TO PATCH S EA EXISTING TO MATCH ADJACENT CONSTRUCTION AND FINISHES. I SCOTT I EDWARDS ARCHITECTURE LLP 3. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING I I CONSTRUCTION SHOWN TO REMAIN. 2525 E. Burnside St., Portland, OR 97214 i I I 4. ASSUME FLOOR IS LEVEL TO DOOR THRESHOLDS. FILUDEMOlLEVEL AS REQUIRED TO MAINTAIN phone:(503) 226-3617 www.sealip.com CONSISTENT HEIGHT. DRAWINGS BASED ON ASSUMED 100'-0" FINISHED FLOOR AT DOOR SILLS. I I ( 3 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING ITEMS TO BE REMOVED.ALL EXISTING INTERIOR ITEMS / TO BE REMOVED INCLUDING INTERIOR PARTITIONS, DOORS, PLUMBING FIXTURES, CEILING FIXTURES, 11 ^ 3 I I a ETC., UNLESS NOTED OTHERWISE. `��r a I 6. ALL EXISTING FLOOR DRAINS, SINKS, CLEANOUTS AND ASSOCIATED PIPING NOT USED TO BE C 3877 3 7 REMOVED BACK TO POINT OF CONNECTION WITH MAIN LINE. $I ti� 7 C� a 7. CONTRACTOR TO VERIFY ALL UNDERSLAB UTILITIES PRIOR TO SAW CUTTING. IF EXISTING UTILITIES I - - ARE DAMAGED, CONTRACTOR TO REPLACE UTILITIES TO LIKE-NEW CONDITION. - - RTLA, , R G N 1 8. ALL SLAB POUR BACKS PINT WITH#5"AT 24" O.C., U.N.O. SEE 2/A0.06D FOR MORE INFO. 7 9. FLOOR SAW CUTS SHALL BE PROPERLY COMPACTED AND DOWELED BACK INTO EXISTING SLAB. OF aR�U 19 hi 7 10.CONTRACTOR MUST SUPPLY ITS OWN DUMPSTER(S) FOR CONSTRUCTION DEBRIS. OFFICE PARK I DUMPSTER IS NOT TO BE USED FOR CONSTRUCTION DEBRIS. Digitally signed Sid Scott � r 7 P4 Ili Date:2021.10.11 14:4:44:22-07'00' 3 18 _ `� O ARCHITECTURAL DEMOLITION NOTES: II - - - - - - - - ZOOM*care• I 7 19 1. EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW CONSTRUCTION. SEE SHEET A2.11 FOR MORE INFORMATION &A2.41 FOR FINISH REQUIREMENTS. BILLING p H 7 HELP 17 2. EXISTING SLAB TO REMAIN, REMOVE EXISTING FLOORING WHERE NECESSARY. PREP FOR NEW OFFICE SPACE CONSTRUCTION. SEE A2.41 FOR EXTENT. 7 3. EXISTING FLOOR FINISH TO REMAIN. SEE A2.41 FOR EXTENT. 7 I I 13 3 I I 4. EXISTING CEILING, DIFFUSERS AND LIGHTING TO REMAIN. SEE A2.31 FOR EXTENT. 11958 SW Garden Place a 5. EXISTING STOREFRONT/STOREFRONT DOORS TO REMAIN, TYP. d L I 6. EXISTING ELECTRICAL PANEL TO REMAIN. Tigard, OR 97223 7 I 3 1a 3 7. EXISTING INTERIOR WALL/ INTERIOR STOREFRONT TO REMAIN. I n I 3 8. EXISTING INTERIOR DOORS TO REMAIN, UNO. I i i 9. EXISTING PLUMBING FIXTURES TO REMAIN, UNO. 7 II 10. NOT USED. a I I 7 11. NOT USED. 19 I I 1 I I I / 3 12. NOT USED. U r(4Y 13. EXISTING STRUCTURAL COLUMN TO REMAIN TYP. a " O 14. EXISTING CASE WORK TO REMAIN. 15. NOT USED. 7 16. NOT USED. 2 7 17. EXISTING CEILING AND LIGHTING TO BE REMOVED. SEE A2.31 FOR EXTENT. 3 18. EXISTING DOOR TO BE REMOVED. a 19. EXISTING INTERIOR WALL TO BE REMOVED. a 9 1 SLAB DEMOLITION: NOTE: WHERE APPLICABLE, GENERAL CONTRACTOR TO SELECT METHOD OF SLAB DEMOLITION FOR UNDERGROUND PLUMBING MOST APPROPRIATE FOR THE PROJECT. 13 13 13 #5 REBAR @ 32" O.C. EA WAY FT #5 REBAR @ 24" O.C. w/4"MIN. EMBED 7 / 7 (E) CONC SLAB -- -- --�- - - - - - - - -- - - - - - - - I -- -- -- - - - - (N) CONC. SLAB TO T/O SLAB MATCH (E) _ THICKNESS ON GRADE INFILL, ALIGN a a - Q (E)VAPOR BARRIER T/O NEW SLAB w/T/O d d' 3 s (E)ADJACENT SLAB d Drawing: 7 7 vVv vvVJ` JVuOVu (E)CRUSH ED a (N)VAPOR Ooo0 00 OD O0 ROCK FILL BARRIER MAT OI / a C 0000 (E)THICKNESS , 0 DEMO AND SLAB PLAN000 ()0oC o O o O o D0O0 CoO (N) CRUSHED Oo OOOOC0o O ROCK H O OO OO MATCH (E)ADJ. OOJ000C (N) PIPING, SEE _ PLUMBING FOR Job No: 21065 - - - MORE INFO, _ PROVIDE PIPE -IIIIIII �I I-III-I SLEEVES AS REQ'D Date: 10/06/2021 5 I IIIIIIIIIIII- III_= I IIIIIIIIIIII1=III-III-III Drawn By: _ _�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Checked By: i NORTH Sheet No: DEMO PLAN SLAB INFILL DETAIL AOmO6D ACCESSIBILITY NOTES: ALL SITE IS EXISTING TO REMAIN. 1. AREA OF TENANT IMPROVEMENT IS FULLY ACCESSIBLE PER (E)WHEEL STOP, TYP. 2018 IBC CH 11 W/OR AMENDMENTS. (E)70 SQINVAN ACCESSIBLE 2. SEE SHEET CS FOR ADDITIONAL ACCESSIBILITY NOTES. S EA . . c z 3. DISABLED SITE ACCESS, PARKING, ETC. SHALL BE PROVIDED IN w PARKING SIGNAGE TO REMAIN SCOTT I EDWARDS ARCHITECTURE LLP ACCORDANCE WITH 2018 IBC CH 11 W/OR AMENDMENTS AND ALL OTHER ° (E) 8.33%MAX RUNNING SLOPE, 4THE MAXIMUM SLOPE OF THE ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. 2% MAX CROSS SLOPE . APPLICABLE CODES 2525 phone:( Burnside503) 226-366117 www.seallp.com E. Portland, OR 97214 THE MAXIMUM SLOPE OF A CURB RAMP SHALL NOT EXCEED 1:12. THE MAXIMUM SIDE SLOPE OF AN ACCESSIBLE ROUTE, CURB RAMP OR LANDING C? ? I SHALL NOT EXCEED 2%. 5. EXPOSED RAMPS AND THEIR APPROACHES SHALL BE CONSTRUCTED TO (E)ACCESSIBLE ROUTE FROM PREVENT THE ACCUMULATION OF WATER ON THE WALKING SURFACES. IPARKING TO MAIN ENTRY. 6 RAMPS WITHIN THE ACCESSIBLE ROUTES SHALL HAVE ASLIP-RESISTANT 48"MINIMUM WIDTH. 7, RAMPS WITHIN THE ACCESSIBLE ROUTE SHALL HAVE LANDINGS AT THE TOP ff��a—J 3827 o Z 5% MAX RUNNING SLOPE. VRTSLAREMIN !'�m 2% MAX CROSS SLOPE. AND BOTTOM. REQUIRED LANDINGS SHALL NOT EXCEED 2% SLOPE IN ALL DIRECTIONS. 8. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS WHICH SHALL EXTEND THE WIDTH AND DEPTH OF THE CURB RAMP. 9. WHERE AN ACCESSIBLE ROUTE CROSSES A VEHICULAR WAY, THE BOUNDARY BETWEEN AREAS SHALL BE DEFINED BY A CONTINUOUS (E)4"WIDE PAINTED DIAG. DETECTABLE WARNING PRIOR TO THE VEHICULAR WAY NOT LESS THAN 36". ' STRIPING, TYP. ' 10.WHEN CURB AND GUTTER ARE INTERSECTED BY ACCESSIBLE PATH OF � OF / (E)4"WIDE PAINTED BORDER TRAVEL, PROVIDE FLARED GUTTER AT A MAX. 5% SLOPE. DRAINAGE SWALE j' SHALL BE FLARED TO ACHIEVE MAX. SLOPE OF 5%WHEN SWALE IS / INTERSECTED BY ACCESSIBLE PATH OF TRAVEL. Digitally signed Sid Scott SQ. 'ISA' IN WHITE Date: 2021.10.11 14:4:44:27-07'00' PAINTT ONN BLUE SQUARE, TYP. 11.ALL CONCRETE WALKS MUST BE 48"CLEAR,AND UNENCUMBERED BY LIGHT POLES, SIGNS, ETC. MAINTAIN MAX CROSS SLOPE OF 2%. 12.AVOID LOCATING LIGHT POLES IN POTENTIAL TRUCK PATH OR IN REQUIRED NORTH PATH OF TRAVEL. 13.THE PEDESTRIAN ROUTE USED FOR DELIVERIES SHALL BE 2018 IBC W/OR E ACCESSIBLE PARKING AMENDMENTS COMPLIANT, 5%MAX. RUNNING SLOPE. 2% MAX. CROSS SLOPE. 14.RAMP EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS ZOOM�Care• AND AT RAMP LANDINGS WHERE HANDRAILS ARE REQUIRED. A CURB, 2 INCHES HIGH MIN., OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE pp PASSAGE OF A 4" DIA. SPHERE. BILLING & HELP 15.ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT OFFICE SPACE SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND 11958 SW Garden Place AN ADJACENT STREET OR DRIVEWAY. Tigard, OR 97223 s 2 KEY NOTES: 1O ZOOM SUPER LEASE SPACE. 2 EXISTING ACCESSIBLE PARKING STALL. SEE 2/A1.01 FOR MORE INFORMATION. EXISTING ACCESSIBLE ROUTE FROM PARKING TO ZOOMCARE OFFICE MAIN ENTRANCE. \ O EXISTING ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY. o00� \ g � O5 PROPERTY LINE. 00 40 i ©40 00 EXISTING DUMPSTER AREA TO REMAIN. 5 ,,, I I� 100 go' loo 100 100 N� az ZOOM*care• Drawing: / SITE PLAN / Job No: 21065 Date: 10/06/2021 Drawn By: - _� \ \ Checked By: - Sheet No: SITEPLAN ,,,= 30.0„ Al . 1 NORTH - - - -- -- - - - - - - - - - -- - - - - - - - - - - - - - - - GENERAL NOTES: 61'-0' ± 1. ALL INTERIOR PARTITION DIMENSIONS ARE TO FACE OF GYP. BD. OR INTERIOR FACE OF CMU/CONC WALL UNLESS NOTED OTHERWISE. LY_ 2. SEE THIS SHEET FOR WALL TYPES. S EA- 3. STANDARD MINIMUM DIMENSION FROM ANY CORNER OR WALL TO DOORSCOTT EDWARDS ARCHITECTURE LLP - JAMB OPENING SHALL BE 4" SPAN TABLE FOR METAL STUDS I I 4. FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY 2525 E. Burnside St., Portland, OR 97214 18 MIL - - --- - - STUD CONDITIONS - INTERIOR PARTITIONS - STUDS TO MEET ICC-ES-AC86 I I DISCREPANCIES. phone:(503) 226-3617 www.seallp.com STUD SIZE THICKNESS EXISTING EXISTING ALL WALLS UNDER 12'-0" IN UNSUPPORTED LENGTH 0CONFERENCE I I ENTRY TECH STORAGE ✓ 5. PROVIDE BACKING BEHIND ALL WALL-MOUNTED ITEMS EM - - - 3 5/8" ALL WALLS OVER 12'-0"TO 16-0" IN UNSUPPORTED LENGTH I I 6. MAINTAIN CONTINUITY OF ALL DATA/POWER,A/V, FIRE SUPPRESSION, 33 MIL ALL WALLS WITH WOOD PANELLING I I I FIRE ALARM AND SIMILAR SYSTEMS, COORDINATE WITH OWNER ALL MIRRORED WALLS IN TOILET ROOMS f 7. COORDINATE WITH OWNER FOR PRODUCTS FURNISHED BY OWNER FOR 18 MIL ALL WALLS UNDER 20'-0" IN UNSUPPORTED LENGTH I I INSTALLATION INTO THE WORK. THE WORK MAY INCLUDE RECEIVING, { � g" - --- - -- I r. UNLOADING, HANDLING, STORING, PROTECTING, INSTALLING,AND MAKING V . 38_7 33 MIL ALL WALLS OVER 20 0 IN UNSUPPORTED LENGTH I I I BUILDING SERVICES CONNECTIONS FOR OWNER-FURNISHED PRODUCTS. g) tic GYP BOARD ON ONE SIDE: SPACE STUDS 24"O.C., UNO GYP BOARD ON BOTH SIDES: SPACE STUDS 16"O.C. STUDS BEHIND CABINETS SHALL BE 20 GA SPACED 16"O.C. I I i _ 0 KEY NOTES: RTLA, R N INSTALL(3) 16 GA STUDS AT ALL EXTERIOR CORNERS IN INTERIOR FRAMED WALLS II 4 SPAN TABLE FOR METAL STUDS I 4 1. PLYWOOD PANEL FOR NETWORK COMPONENTS �� �. 2. EXISTING ENTRY DOOR(S)W/NEW CONTACT SENSOR AND r -0" I 1" MULTICARD READER&RELEVANT HARDWARE Digitally signed by Sid Scott 3. LAMINATE WALL CLADDING PER SCHEDULE. Date:2021.10.1114:44:31-07'00' EXISTINGr CONFERENCE 4 4. POTENTIAL DOOR LOCATION FOR POSSIBLE FUTURE EXPANSION. - - H®A H® B S2 J Q o oWALL PARTITION (NOTE: II < v v < ZOOMOcarw �SEE ACCESSIBILITY DETAILS SHEET GO.03 EXISTING NEW INSULATION LEGEND: AND INTERIOR ELEVATIONS SHEET A7.01 TEAM/ T® STORAGE BREAK BILLING & HELP FOR ADDITIONAL INFORMATION ® SEE SHEET A6.01 FOR WALL TYPES. OFFICE SPACE EXISTING W= WALL TYPE TAG WXY X = NUMBER IDENTIFYING WALL TYPE SUPPLY RM I I Y= LETTER IDENTIFYING TYPE&EXTENT OF INSULATION 60" MIN ® I I wi wi W1- ' LABEL INSULATION DESCRIPTION 11958 SW Garden Place "A" 2 1/2" RIGID INSULATION FULL HEIGHT Tigard, OR 97223 I o I ALIGN ALIGN "B" UNFACED 3 1/2"BATT. INSULATION FULL HEIGHT I w r I a " o EXISTING O 16"MIN- 18"MAXZ z RR "C" UNFACED 3 1/2" BATT. INSULATION TO 6"ABOVE FINISHED CEILING V-21" O 2 ® "D" UNFACED 6" BATT. INSULATION FULL HEIGHT w2 Z Z 2� I I Z M 2 J O I I "E" UNFACED 6" BATT. INSULATION TO 6"ABOVE FINISHED CEILING w Z w ZZ "F" 2 1/2" RIGID INSULATION TO 6"ABOVE FINISHED CEILING I Q cnz N "" H®�I I WALL LEGEND: 4, 1„ RR EXISTING ® O EXISTING EXTERIOR WALL/ N EXISTING DEMISING WALL * BILLING NORTH z a EXISTING INTERIOR WALL ENLARGED NEW RESTROOM PLAN w' S < � 1/2"= 1'-0" NEW NEW WALL wi v R® a v 3 °O WALL TYPE 0 GENERAL NOTES: wt wi 1. ALL INTERIOR PARTITION DIMENSIONS ARE TO FACE OF GYP. BD. A UNLESS NOTED OTHERWISE. ° B xx 2. DEFINED"WET AREAS": TYPICAL AT ALL A. RESTROOMS NOTE: PARTIAL HEIGHTG B. SUPPORT AREA(WALLS ADJACENT TO MOP SINK& BEHIND WATER ONLY DIAGONAL WALLS: IT HELP HEATERS.) OR HORIZONTAL STAGGERED 3-5/8" STUD BRACINGMETAL STUD ■ ■ ■ 3. WALLBOARD: REQUIRED, NOT BRACING @ 48" OC. A. USE 5/8"GYP BD ON ALL WALLS, U.N.O. BOTH. (BEND FLANGE AND SECURE BRACE TO B. ROOMS SCHEDULED TO RECEIVE PARTIAL HEIGHT ACROVYN WALL PANEL SHALL RECEIVE 5/8" MOISTURE RESISTANT GYP. BD. TOP TRACK OF WALL AND EXISTING 4. ALL SEALANT IN WET AREAS SHALL BE SIKA, SIKAFLEX 1A STRUCTURE ABOVE POLYURETHANE SEALANT. T.O. STUD W/(2)#8 SCREWS EA. Tm TEAM END, TYP.) 5. REFER TO INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. T.O. WALLBOARD 3-5/8" METAL STUD BRACING @ 48" OC 6. ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TO �O INSTALLATION.ALL FLOORING MATERIAL SHALL BE INSTALLED PRIOR TO MILLWORK INSTALLATION. INSTALL RUBBER BASE AS APPLICABLE - - AFTER MILLWORK IS INSTALLED. SCHEDULED CEILING (WHERE BATT. INSUL. CLIP 7. ENSURE BLOCKING IS INSTALLED FOR ALL WALL MOUNTED ITEMS. OCCURS)- SEE ATTACHED (WHERE 8. BOTTOM TRACK AT ALL WET LOCATIONS TO BE SET IN CONTINUOUS ROOM FINISH OCCURS)-SEE WALL SCHD. & REFL. PARTITION INSULATION BED OF SIKAFLEX 1A POLYURETHANE SEALANT. CEILING PLANS / LEGEND, ENLARGED I I � 9. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND DETAILS FOR z PLANS, &SPECS. I _ _ - - - - - - - - - - - - - - - - - - - - BASE TYPE AND DETAILS. 24'/8" METAL STUDS @ i 10.ALL LOCATIONS OF WATER RESISTANT INTERIOR PANELS TO BE HELD z 0 L) 3/8"ABOVE FLOOR. w 5/8"WALL BOARD-SEE i 11.ALL GYPSUM BOARD TO RECEIVE A LEVEL 4 FINISH, U.N.O. SEE ROOM U FINISH SCHD. &DETAILS EXISTING SERVER/ FINISH SCHEDULE SHEET A4.0 FOR MORE INFO. LEVEL 4-ALL JOINTS ILL FOR FINISHES & BASE I CONFERENCE ELEC AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT U CONDITION -SEE WALL I ® ® COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND APPLIED Drawing: w TYPE GENERAL NOTES I OVER ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT W FOR TYPE. I A COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND 2 ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF w I ° 7. a JOINT COMPOUND,ALL JOINT COMPOUND SHALL BE SMOOTH AND FREE W i G OF TOOL MARKS AND RIDGES. IT IS RECOMMENDED THAT THE DIMENSION FLOOR PLAN PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO CONT. METAL STUD THE APPLICATION OF FINAL FINISHES. TRACK-SEE STUD & WALL TYPES FINISHED FLOOR SCHED. THIS SHEET 12. LEVEL 5 FINISH - ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE MATERIAL, ASEMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT SCHEDULED-SEE COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT FLOOR FINISH PLAN EXISTING CONCRETE - - OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER SLAB - - HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE Job No: 21065 COATS OF JOINT COMPOUND. A THIN SKIM COAT OF JOINT COMPOUND TROWEL APPLIED, OR A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE AND APPLIED IN I I RECOMMENDATIONS,APPLIED TO THE DANCE WITH MANUFACTURER'S Date: 10/06/2021 ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT Drawn By: - L - - -- - - - - - - - ---- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A ODRYWALL PRIMER PRIOR TO THE APPLICATION OF FINISH PAINT. Checked By: - 13. FRAMING MAY SPAN IN OPPOSITE DIRECTION (SEE SLIP TRACK DETAIL). NORTH 14. ONLY DIAGONAL OR HORIZONTAL STUD BRACING REQUIRED, NOT Sheet No: BOTH. WALL TYPES DIMENSION FLOOR PLAN 2 3/4„=1'-0" � 3/16„=1'-0" A2 . 1 GENERAL NOTES: 1. ALL ROOF PENETRATIONS&REPAIRS TO BE COORDINATED WITH THE LANDLORD'S REQUIRED ROOFING CONTRACTOR. CONTACT INFO: VERIFY WITH PROPERTY MANAGER. S EA SCOTT IEDWARDS ARCHITECTURE LLP KEY NOTES: 2525 E. Burnside St., Portland, OR 97214 — 7 — KE I phone:(503) 226-3617 www.seallp.com �Slmz 1. EXISTING ROOF MEMBRANE TO REMAIN. PATCH & REPAIR AS REQUIRED FOR NEW WORK. 2, EXISTING DEMISING WALL BELOW, SHOWN FOR REFERENCE ONLY. j\ � (EXTERIOR WAL/STOREFRONT AT SIM COND.) 3. EXISTING PARAPET, TYP., SHOWN FOR REFERENCE ONLY. (� 3E27 I I I 4. EXISTING STRUCTURE BELOW. SHOWN FOR REFERENCE ONLY. SI S, FRI � 5. EXISTING ROOFTOP UNIT ON EXISTING CURB. SEE MECHANICAL R OF 010S Digitally signed by Sid Scott Date:2021.10.11 14:44:35-07'00' I I I I I ZOOMOcare• BILLING & HELP OFFICE SPACE I I I 11958 SW Garden Place LD Tigard, OR 97223 e s 5 5 I I � I I 2 I I 1 I 7 I I 5 I I i 4 TY 5 ' I I I I I NOTE: i CURVED ROOF FLASHINGS ARE TO BE FULLY SEALED AT THE END TO PREVENT INSECTS, RODENTS,AND WEATHER FROM PASSING THROUGH. ALL ROOF JACKS I 5 ARE TO RECEIVE A STAINLESS STEEL HOSE CLAMP AT THE END OF THE FLASHING AND SEALED WITH WHITE POLYURETHANE SEALANT. Drawing: SEALANT STEEL CLAMP PREFORMED CONE FLASHING PER MFR. ROOF PLAN FASTENER AND PLATE PER MFR. WELDED SEAM PER MFR. SINGLE-PLY MEMBRANE PER ri MFR. 2 Job No: 21065 �- -�— Date: 10/06/2021 C 241 I Drawn By: - Checked By: - Sheet No: 3 2 ROOF JACK DETAIL NORTH ROOF PLAN 11,2„ - 1 .0" A2021 GENERAL NOTES: 1. CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY, FOR COORDINATION WITH CEILING FINISH SYSTEM SEE MECHANICAL, ELECTRICAL &SPRINKLER BIDDER-DESIGNED DRAWINGS 2. SPOT ELEVATIONS ARE FROM TOP OF SLAB TO SURFACE FINISH S EA OF CEILING &ARE ROUNDED TO THE NEAREST INCH (TYP) SCOTT I EDWARDS ARCHITECTURE LLP 3. CEILING FIXTURES TO BE CENTERED OR EQUALLY SPACED & ALIGNED IN ROOM/SPACE LINO 2525 E. Burnside St., Portland, OR 97214 phone:(503)226-3617 www.sealip.com I 4. PROVIDE RATED LIGHT FIXTURES AT ALL FIRE RESISTIVE EXISTING ul EXISTING ASSEMBLY PENETRATIONS. PROVIDE NON-RATED LIGHT CONFERENCE ENTRY TECH STORAGE FIXTURES ALL OTHER LOCATIONS (E®LING (E®LING (E®LING 5. SEE MECHANICAL, ELECTRICAL,AND TECHNOLOGY DRAWINGS &LIGHTING &LIGHTING &LIGHTING FOR ALL OTHER EQUIPMENT TO REMAIN TO REMAIN TO REMAIN 6. PAINT MECHANICAL DIFFUSERS IN GYPSUM BOARD CEILINGS VS1 3E27 AND WALLS TO MATCH ADJACENT CEILING N7. ALL ROOF EXHAUST OUTLETS SHALL BE LOCATED AT A MINIMUMOF TWENTY(20) LINEAL FEET FROM ANY FRESH AIR INTAKES, ORTLA, rR1N AS OTHERWISE REQUIRED BY ANY APPLICABLE LOCAL OR STATE �1 CODES CEILING LEGEND: OF Digitally signed by Sid Scott Date:2021.10.11 14:44:40-07'00' CEILING TYPE: - - 2'X2'ACOUSTICAL SUSPENDED CEILING. LAY-IN ACOUSTIC PANEL CEILING &CLOUDS OR DIRECT(SCREW)ATTACHED 5/8" - EXISTING SEE MATERIAL SCHEDULE FOR TYPE, AND GYPSUM WALL BOARD. CONFERENCE 2/A2.31 FOR CEILING DETAILS. 2"MAX 2"MAX ® HH®A H® B LOAD CRITERIA: — (E)CEILING VERTICAL: 4 PSF. TOIGHTING REMAIN &LGHTING &LIGHITING LING Zoomocare• DUTY CLASSIFICATION: HEAVY-DUTY PER ASTM TO REMAIN To REMAIN NON-RATED GYP. BD. SOFFIT OR C-635-00,CROSS RUNNER DEFLECTION: L/360 MAX. ❑ NON-RATED ONE LAYER GYP. BD. BILLING & HELP GRID LIMITATIONS: SUSPENDED CEILING MAXIMUM GRID SPACING: 4'X4'. e'-o & o�.ULLStIEd! SEE 2/A2.31 FOR CEILING DETAILS. OFFICE SPACE INTERSTITIAL SPACE HEIGHT: 15'MAXIMUM. INTERIOR NON-BEARING PARTITIONS: INDEPENDENTLY SUPPORTED AND EXISTING/NEW BRACED-SEE DETAILS. Q EXISTING TECH STORAGE � RECESSED 2X4 TROFFER REFERENCE SOURCES PER HIERARCHY: / `• SUPPLY RM MATCH(E) 2018 IBC W/OR AMENDMENTS PROPRIETARY SYSTEM FIELD FRAMED SYSTEM (E)CEILING® ADJACENT 11958 SW Garden Place ARMSTRONG SEISMIC RESTRAINT TECHNICAL GUIDELINES &LIGHTING CEILING HT. TO REMAIN WALL MOUNTED LIGHT FIXTURE Tigard, OR 97223 A. SYSTEM COMPONENTS: HT PER INTERIOR ELEVATIONS PRE-ENGINEERED SUSPENDED ACOUSTIC TILE-ARMSTRONG PRELUDE OR TEAM/ ABOVE MIRROR IN RESTROOM EQUAL SUSPENDED DRYWALL-ARMSTRONG DRYWALL BREAK I EXISTING GRID SYSTEM OR EQUAL. nm RR MATCH(E) ADJACENT 8'-0 MAIN RUNNERS 12"COLD FORMED STEEL'C'CHANNEL, OR PRORIETARY'T' CEILING HT. (E)CEILING SECTION MEETING DUTY RATING SPECIFIED ABOVE, @ 48" &LIGHTING Q/C TO REMAIN CROSS RUNNERS e"X 2e"X 25 GA. CARBON SHEET STEEL HAT CHANNELS, COMPRESSION STRUT @ OR PROPRIETARY'T' SECTION MEETING DUTY RATING 12'-0"OC MAX EA WAY SPECIFIED ABOVE @ 2'O/C. SUSPENSION WIRE #12 SWG GALVANIZED WIRE. CROSS RUNNERS TIE WIRE #18 SWG GALVANIZED WIRE- DOUBLE STRAND. B EXISTING #12 WIRE BRACING @ 45° R® ANCHORS TENSION LOAD CAPACITY: 200#MIN. EA. HALL C J &ALIGNED W/EA RUNNER (E)CEILING WOOD: a'X3" SCREW EYES. &LIGHTING (4 DIRECTIONS) MATCH STEEL DECK: CMI DC1 OR DC 2a' METAL DECK SCREW ADJACENT TO REMAIN EYES' CEILING HT. CONCRETE: EMBEDS OR HILTI X-U FASTENERS AT MAIN RUNNERS BILLING HANGER WIRES AND KWIK-HUS EZ AT SPLAY WIRES. (E)CEILING &LIGHTING TO REMAIN B. LATERAL BRACING- CEILINGS OVER 144 SF: 8" MAX 48"O/C TYP 8" MAX PROVIDE 4 WIRES OF MINIMUM NO. 12 GAUGE IN 4 DIRECTIONS 90° APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING. THESE LATERAL 1" MIN. CLR. TO ALL --STABI1 IZER SUPPORT POINTS SHALL BE PLACED 12'O.C. IN EACH DIRECTION WITH RL INNERS- PENETRATIONS THE FIRST POINT WITHIN 4' FROM EACH WALL. a a'-0" 4 COMPRESSION STRUT: LOCATE AT AND CENTER ON ALL LATERAL NEW SPLAY WIRE LOCATIONS NOTED ABOVE. ATTACHED RIGIDLY FROM RR MAIN RUNNER TO STRUCTURE ABOVE. =J i'O EMT CONDUIT 5'-10" MAX LENGTH MATCH N ADJACENT a"OEMT CONDUIT 7'-8"MAX LENGTH CEILING HT. PERIMETER L @ 1"OEMT CONDUIT 9'-9"MAX LENGTH CEILING s STARTER WALL IT (1) 1-e'X20GA METAL STUD 12'-0"MAX LENGTH 2" FIXED END PENETRATION PERIMETER L @ (2) BACK TO BACK 1-e'X20GA METAL STUD 15'-0" MAX LENGTH OPPOSITE WALL (E)CEILING FLOATING END &LIGHTING 111 C. D. TO REMAIN C. PERIMETER CLOSURE-LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF: PERIMETER SUPPORT ANGLE SHALL BE ATTACHED TO WALL FRAMING WITH MINIMUM#6 SCREW @24" O/C MAX, AND ANGLE SHALL HAVE A MINIMUM 2" HORIZONTAL LEG. ONE END OF GRID SHALL BE ATTACHED TO THE CLOSURE HELP TEAM ANGLE AT EACH OF TWO ADJACENT WALLS W/RIVETS. THE OPPOSITE END (4)#12 DIRECTL OF THE GRID IN EACH HORIZONTAL DIRECTION WILL REST FREE UPON THE ON FIXTURES (E)CEILING SUPPORT ANGLE W/3/4" CLEARANCE BETWEEN GRID END AND WALL. GRID HANGER &LIGHTING TO REMAIN i PROVIDE 1"CLEAR ON ALL SIDES OF PENETRATIONS. '<:�< D. STABILIZER BARS-LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF. 56#+ GRID MEMBERS PERPENDICULAR TO THE WALL AT THE UNATTACHED SIDES GRID RANGE OF THE GRID SHALL BE TIED TOGETHER (STABILIZED) AT A POINT NOT MORE THAT 8" FROM AND PARALLEL TO THE WALL, TO PRVENT THEIR SPREADING it E. VERTICAL SUPPORT: C E . MAIN RUNNERS SHALL BE HUNG USING SPECIFIED WIRE AT MINIMUM 4'O/C C AND; CROSS RUNNERS AND MAIN RUNNERS SHALL BE SUPPORTED WITH ADDITIONAL HANGER WIRES WITHIN 8" OF ANY DISCONTINUOUS END, j INCLUDING PERIMETER SUPPORT ANGLES. HANGERS SHALL NOT PRESS AGAINST PIPES OR DUCTS. HANGERS MORE EXISTING SERVER/ THAN 1:6 OUT OF PLUMB SHALL HAVE COUNTERSLOPING WIRES ADDED. CONFERENCE ELEC Drawing: COUNTERSLOPING HANGERS SHALL BE INSTALLED WITH A MINIMUM 45 DEGREE ANGLE FROM HORIZONTAL. PROVIDE A TRAPEZE MADE OF MAIN (E)CEILING 8 LIGHTING (E)CEILING RUNNER STOCK WHERE OBSTRUCTIONS TO STRUCTURE REQUIRE DIRECT &LIGHTING ATTACHEMENT. (2)#12 SAFETY TO REMAIN TO REMAIN HANGER WIRES SHALL ATTACH TO RUNNERS AND SUPPORT ABOVE WITH A HANGERS GRID REFLECTED CEILING PLAN I' MINIMUM OF THREE FULL TURNS WITHIN A 3 INCH LENGTH. HANGER F. FIXTURE SUPPORT: LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY 20#-56# 12 GAGE WIRES TO THE STRUCTURE ABOVE BY A MINIMUM OF 4 HANGERS ONE AT EACH CORNER. GRID HANGE -1 Job No: 21065 EXCEPTION: FIXTURES NOT OVER 56 POUNDS IN WEIGHT BUT MORE THAN 20 �- POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE Date: /06/2021 CEILING SYSTEM RUNNERS W/IN 3" OF GRID INTERSECTIONS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS.AND, SHALL HAVE (2)#12 GAGE HANGERS DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. Drawn By: - THESE MAY BE SLACK. FIXTURES WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO Checked By: - TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS ALONE. C F. - �- -J Sheet No: r NORTH 02 -!S USPENDED CEILING GRID SYSTEM - GENERAL REQ. REFLECTED CEILING PLAN 3/16"=1'-0" A2m31 I I ROOM FINISH SCHEDULE GENERAL NOTES: FLOOR WALLS CEILINGS A. SEE SHEETPROJECT MANUA FOR STANDARD MOECIFIGHEIGH B. SEE SHEET G0.03 FOR STANDARD MOUNTING HEIGHTS. FINISH BASE NORTH EAST SOUTH WEST MATERIAL FINISH C. PAINT ALL HVAC GRILLES, ETC. SEMI-GLOSS TO MATCH ADJACENT SURFACES. D. REFER TO DOOR AND WINDOW SCHEDULE FOR TRIM TYPES S EA 100 ENTRY (E) CP RB/WB - (E) ACT AND LOCATIONS. E. SEE ROOM FINISH SCHEDULE ON THIS SHEET FOR PAINT LOCATIONS SCOTT I EDWARDS ARCHITECTURE LLP 101 EXISTING CONFERENCE (E) CP (E) RB - (E) ACT PAINT SHOWN ON FINISH PLANS IS FOR CLARIFICATION ONLY. O O O O O C O O O O O O 7(–) O O O O OO O 4'CORNER GUARDS 4" A FF UNO. 2525 E.�B urnside St., Portland, O R 97214 O O OO OOO 102 EXISTING CONFERENCE (E) CP (E) RB (E) ACT O O O O O O O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OF. SEE EQUIPMENT SCHEDULE ON A2.61 FOR REFERENCE. phone:(503) 226-3617 www.seallp.com O O O O O O O O O O O O O O O O O O O O O O O O O G. RESILIENT BASE AND ACCESSORIES 103 EXISTING SUPPLY RM (E) CP (E) RB (E) ACT o 0 o O O O O O O O o 0 o O O o o o o O 0 O O o O O THERMOSET RUBBER BASE:ASTM F 1861,TYPE TS.O O 0 O 0 0 O O O O O O O O 0 O 0 O ERI O 0 O O O O O O O O O O O O OOO0 0 O O 0 0 0 • THICKNESS: 0.125 INCH. O O oy O O O O O O O O O O O O O T �T 00 REFER TO DRAWINGS FOR HEIGHT, MANUFACTURERS,104 TEAM / BREAK LVT RB P-1 P-1 P-1 ACT O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O O STYLES AND COLORS.OOOOOOOO O OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO O OO OO OO OO OO OO OO OO N. RESILIENT TILE FLOORING(E) CP RB P-1 (E) ACT O O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O LUXURY VINYL TILE: REFER TO DRAWINGS FOR . AHALLWAY A I/105A O O O O O O D O O O O O O O O O O O O O O O O O O O O O O O O 3827 1056 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O MANUFACTURERS, STYLES AND CO LORS O O O O O O D O O O O O O O O O O O O O O O O O O O O O O O O 0. INTERIOR PAINTING VSI OO O O O O O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO VOC CONTENT: LESS THAN SOG/L. RN 105C HALLWAY C LVT RB P-1 P-1 P-1 P-1 ACT O O O O O O O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO MATERIALS FOR USE WITHIN EACH PAINT SYSTEM SHALL BE O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES TtA106 EXISTING TECH STORAGE (E) CP (E) RB O O O O O O O O O O O O O O O O O O O O O O INDICAT(E) ACT O O O O O O O O O O O O OOOO ED, UNDER CONDITIONS OF SERVICE AND O O O O O OO O O O O O O O O O O O O O O O OOOO O O O APPLICATION AS DEMONSTRATED BY MANUFACTURER, OrO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O BASED ON TESTING AND FIELD EXPERIENCE.EXISTING / NEW TECH STORAGE (E) CP/CP RB P-1 P-1 P-1 P-1 ACT O O O O OO O O O O O O O O O O O O O O O O O O O O O O O O OOO O O OO O OO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 108 EXISTING RESTROOM (E) LVT (E) RB (E) P/PL (E) P/PL (E) P/PL (E) P/PL (E) GWB v`• O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 O O O O O O Digitally signed by Sid Scott O O O O O O O O O O O O O O O O O O O O O O O O O O 109 EXISTING RESTROOM (E) LVT (E) RB (E) P/PL (E) P/PL (E) P/PL (E) P/PL (E) GWB 0OO 0OO 00 O 00 O OO OO O 0O0 00 O OO O O O O O O O O O O O OO OO OO OO OO O O O O O O O O O O O ; Date:2021.10.11 1 4:44:44-0 7 '00' OO O O O O O O O O OO O O O O O O O O O O O OOD - 0 - 0 - 0 - 0 - 0 - 110 O O OO O 110 NEW RESTROOM LVT RB P-1/PL P-1/PL P-1/PL P-1/PL GWB O 0O 00 O O 0O0 O 0O 0O 0. 0O 0O 0O 0O0 O 0O 0O 0O 0O 0O ° 0 ° � 0 ° 0O00O O 00 ° 0O 0O 0O 0O 0O 000 O0000000111 IT HELP (E) CP (E) RB P-1 (E) ACT O OO O OO OO O O O 000 0 000000 O O O O O O OO O OO O O O OO 0 112 SERVER / ELECTRICAL SC RB P-1 P-1 P-1 P-1 (E) ACT ° 10 ° O ° O ° O ° O ° O ° ° O ° O ° O O ° O ° ° O ° O ° O ° O ° O° O ° O ° ZOOM car e (E) CP 00000000000 O OO 113 EXISTING CONFERENCE (E) ACT 00 00 000000000000 ° I0OO 000000000c _) 00 �SBILLING & HELP 114 HELP TEAM (E) CP/ (E) LVT (E) RB (E) ACT O O OO O O O O O O O O O 0 00 0 0 O O o 0 0 0 00O O O OFFICE SPACE 115 BILLING (E) CP (E) RB (E) ACT 0000010 0000 000000000 0000000000 0O 0O O 0O 0O0O 0O 010 0 10- 0 O 0O 0O 0O0 O 0O 0O 0O 0O 0O 0 ° 0 ° 0 0000° 0000 0 ° 0 ° 0 ° 0 ° 00 ° 000 ° 0ROOM FINISHES INDEX KEY 0O O ���►�0O 0o 00 00 0 o O O 0 O 0O 0O 0 o 0O 0O 0 11958 SW Garden PlaceO O JOoO O O O O o O o O O O O O O O O O FLOOR FINISHES WALL FINISHES CEILING FINISH O O O O O O O O O O o O O O O O o O O O O c Tigard, OR 97223O SC SEALED CONCRETE P-1 PAINTED GYP. 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O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0000000000000000000000000000000000000000000000000000000000000000 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 00000000000000OOOOo0o0000000000000000000000O00000000OOOOo 0000000 FINISH LEGEND: 0000000000000000000000000000000000000000000000 ° 00000o0O o0o0O0o INTERIOR INTERIOR 11000000 ° ° 000000OOOOo00000o0000Oo00 0000000000000 ° 000000 00 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_1; _Ocl NOTE: O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO 0 - 0 - 0 - 0 0 ­ 0 _ 0 _ 0 O O O O LVT-EXISTING LVT TO REMAIN,WHERE FLOOR TRANSITION OCCURS O O O O O O O O O O O O O O O O O O O O O O O O O O O TRIM/EXTEND AS NECESSARY AT DOOR FRAME, INSTALL FRAME AT O O O O O O O O O O O O O O O O O O O O O O O O O O O O O — L— O O O O O O O O O O O O O O O O O O O O O O O O O O O @ NEW CONSTRUCTION. SCHLUTER SYSTEMS SLAB AND CUT LVT AROUND FRAME. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O –�— PATCH AS NECESSARY TO TRANSITION TO OCCUR c OF DOOR. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 000 OOOOOOOOOO O O 000000000 ' . /RENO-U AEU 35 O O O O O O O O O O O O O O O O O O O O OO O O O SERVER MATCH EXISTING. TRANSITION EDGE STRIP O O O O O O O O O O O O O O O O O O 0 O O ark. o O O O Drawing: (ATTACH PER MFR'S EDGE OF WALL, O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO O O O O O O RECOMMENDATIONS) WHERE OCCURS 000000000000000000000000000000000 000 ° 00000000000000000000 SC-SEALED CONCRETE O O O O O O O O O O O O O O O O O O O O O O O O O O O LVT SEALER 000000000000000000000000000000000 0000000000000 ° 000000000 .; ,• FLOOR FINISH PLAN CONCRETE SLAB 00 ° 000000000000000 ° 00000000000 00 00000000000000 0000000 ° �; ;�!i o o ; od f o. `o=` �' do a_'•a• O O O O O O O ? O O O & FINISH SCHEDULE O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO CP-EXISTING CARPET TO O O O O O O O O O O REMAIN,TRIM AS NECESSARYO O O O O O O O O O O O O O O O O O O O O OO O O -p O O O O O O O O O O O O O O O O O OO O O O O O O O O D @ NEW CONSTRUCTION. O O O_, O O O O O O O O O O O O O O O O O O O O O O O O O O O O O PATCH AS NECESSARY TOOOOOOOOOOOOOOOOOOOOOOOOOOOO OO O O O O O O O O O O O O O O O O O O O O O O O MATCH EXISTING. Job No: 21065 d' ,a >� -:° Date: 10/06/2021 PL-2-ACROVYN d • ',a Drawn By: - CG r 48" H. STAINLESS STEEL Checked By: - NORTH — CORNER GUARD, SEE 1/A0.05 FOR MORE INFORMATION Sheet No: FLOORING TRANSITION DETAIL, TYP OR FINISH PLAN 2 3„_1,_0„ (D_nP _0, A2m41 r ---- EQUIPMENT SCHEDULE IS E A I I I I O z v I SCOTT I EDWARDS ARCHITECTURE LLP z m Y fU I I 2525 E. Burnside St., Portland, OR 97214 R -1 � I I 42 phone:(503)226-3617 www.sealip.com ITEM OWNER MANUFACTURER MODEL m a w NOTES 11 7 HOOK CFCI BOBRICK B-233 SATIN FINISH EXISTING aEXISTING i CONFERENCE i i ENTRY TSTORAGE 19 GRAB BAR HORIZONTAL CFCI BOBRICK B-5897 SATIN FINISH ® 20 GRAB BAR VERTICAL 18" CFCI BOBRICK B-5806x18" a SATIN FINISH 21 SANITARY NAPKIN DISPENSER CFCI BOBRICK B-35303 I 13627 22 RESTROOM MIRROR CFCI BOBRICK B-165 2436 I I VS23 TOILET SEAT COVER DISPENSER CFCI BOBRICK B-2840 I I ®WHITE NOISE SYSTEM 24 RESTROOM SOAP DISPENSER CFCI BOBRICK B-2111 ( _ _ LA, R N _ 25 RR PAPER TOWEL DISPENSER CFCI BOBRICK B-35903 MOUNT NEXT TO SINK 15.2"x11.3"x4.7" 26 TOILET PAPER DISPENSER W/SHELF CFCI BOBRICK B-2840 REQUIRES 6"CLEARANCE FROM TOP OF SHELF TO GRAB BAR. SATIN FINISH 4 I I I Or O < 27 RR TRASH CAN 13G OFOI KOHLER WHITE OR EQUAL. r 42 5'SIT/STAND DESK OFOI EXISTING EXISTING a 60"X 30" I Digitally signed by Sid Scott Date:2021.10.11 14:44:49-07'00' 43 6'SIT/STAND DESK OFOI EXISTING EXISTING a 72"X 30" 60 - - - - - 65 ( 60 45 FILE CABINET OFOI EXISTING EXISTING 30"W x 24" D EXISTING I_J 46 STAND ALONE COLOR PRINTER OFOI XEROX • - - - - CONFERENCE H®A H® B 60 FRIDGE OFOI EXISTING EXISTING • RESIDENTIAL MODEL 64 COFFEE MAKER OFOI TBD TBD • i Zoomocare® 65 ICE MAKER OFOI TBD TBD e e TEAM/ TECH EXNG NEW ISTISTORAGE BILLING & HELP 67 SERVER BOX OFOI TBD TBD • BREAK 68 PATCH PANEL CFCI BY METRO • al ® I ® OFFICE SPACE EXISTING I I S®LY RIM I I 11958 SW Garden Place I II a3 43 43Tigard, OR 97223 I — a EXISTING O R® I 45 II II _- 45 143 43 43 42 - 45 HALL C 42 42 143 43 43 EXISTING 45- RR EM �42 BILLING 45 X42 42 ® 7 45 43 43 43 42 _ NEW 29 25 VoT RR 26 POWER DATA & SWITCH SYMBOLS PLUMBING FIXTURE KEY 4z az a3 43 a3 27 ,x® WC. 0 24 2 6 DUPLEX RECEPTACLE 120V SEE PLUMBING FOR ADDITIONAL INFORMATION 4 42 6 DOUBLE DUPLEX RECEPTACLE 120V MARK FIXTURE 42 42 DUPLEX RECEPTACLE-GROUND FAULT CIRCUIT INTERRUPTER LAV-1 LAVATORY-WALL MOUNT DOUBLE DUPLEX RECEPTACLE-GROUND FAULT CIRCUIT INTERRUPTER DEDICATED DUPLEX RECEPTACLE WC-1 WATER CLOSET-ADA COMPLIANT a2 43 43 43 42 42 42 IT HELP � DEDICATED DOUBLE DUPLEX RECEPTACLE WH-1 WATER HEATER i db DUPLEX RECEPTACLE- MOUNT 6"ABV COUNTER/SINK/BACKSPLASH OR AS NOTED 43 43 43 GFCI DUPLEX RECEPTACLE-MOUNT 6"ABV COUNTER/SINK/BACKSPLASH OR AS NOTED 42 42 & DUPLEX RECEPTACLE 120V- FLOOR MOUNT A COMBINATION TELE/DATA OUTLET ® COMBINATION TELE/DATA OUTLET-CASEWORK MOUNTED 6"AFF HELP TEAM $ SINGLE POLE SWITCH 42 3$ 3 WAY SWITCH Ll 42 42 42 42 42 43 43 0$c OCCUPANCY SENSOR WALL SWITCH DIMMER SWITCH - 43 43 RECESSED TV OUTLET- COMMERCIAL ELECTRIC'S TV MULTIMEDIA RECESSED BOX i I MODEL#5053-WH -AVAILABLE AT HOME DEPOT 42- 42 42 42 42 T THERMOSTAT V VOLUME CONTROL FOR SPEAKERS I I i _ I A ALARM KEYPAD , _ _ _ _ - - - - - - Deference only P PROGRAMMABLE TIMER SWITCH FOR EXTERIOR SIGN- INTERMATIC ST01 SERIES DIGITAL I 42 42 42 42 - - - - - - - - - - - - - - IN-WALL TIMER- PROGRAMMED BY SIGN CONTRACTOR TO BE ON FROM 3PM TO 9AM I 42 �Ot part Of this permit ® WIRELESS ACCESS POINT-OFOI - PROVIDE MALE RJ45 TERMINATED CABLE- L) JUST BELOW CEILING & CEILING MOUNTED SPEAKER I EXISTING SERVERI/ I 42 42 42 42 CONFERENCE E® Drawing: i42 CONTACT SENSOR AND MULTICARD READER&RELEVANT HARDWARE I +55"AFF SECURITY CAMERA- PROVIDED AND INSTALLED BY METRO I X667 EQUIPMENT, POWER & © POWER/DATA POLE 42 42 42 + z AFF ® POWER/DATA WALL WHIP -1 DATA PLAN I_ — — Job No: 21065 I I � Date: 10/06/2021 I I Drawn By: - L - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Checked - - - - - - - - _ _ - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Checked By: - I f NORTHSheet No: NOTE: SEE INTERIOR ELEVATIONS FOR ADDITIONAL (1) EQUIPMENT, POWER & DATA PLAN INFORMATION & PLUMBING FOR FIXTURE SCHEDULE 3/16"=1'-0" GENERAL NOTES : A. SEE PROJECT MANUAL FOR FINISH SPECIFICATIONS. S EA B. SEE SHEET G0.02 FOR STANDARD MOUNTING HEIGHTS AND ADA ACCESSIBILITY NOTES. SCOTT I EDWARDS ARCHITECTURE LLP C. PAINT ALL HVAC GRILLES, ETC. SEMI-GLOSS TO MATCH ADJACENT SURFACES. 2525 E. Burnside St., Portland, OR 97214 D. REFER TO DOOR AND WINDOW SCHEDULE FOR TRIM phone:(503) 226-3617 www.sealip.com TYPES AND LOCATIONS. E. SEE SHEET A2.41 ROOM FINISH SCHEDULE FOR PAINT LOCATIONS. PAINT SHOWN ON FINISH PLANS IS FOR CLARIFICATION ONLY. F. 4' CORNER GUARDS 4"AFF UNO. G. SEE EQUIPMENT SCHEDULE ON A2.61 FOR REFERENCE. • 3827 ► V cLA, , R N NOTE: OF ORY SEE EQUIPMENT SCHEDULE ON SHEET Digitally signed by Sid Scott A2.61 FOR EQUIPMENT INFORMATION Date:2021.10.11 14:44:54-07'00' CALLED OUT BY NUMBER DESIGNATION ON INTERIOR ELEVATIONS. ZOOMOcare® BILLING & HELP OFFICE SPACE 11958 SW Garden Place Tigard, OR 97223 - - - - - - - - iI EXISTING PLYWOOD ELECTRICAL 4'-0" 3'-0" PANEL CONDUIT& OUTLET ZONE 8"TO 0" 6 0" 22"FROM AD]WALL --- Lo 67 - 68 a A B C D PLYWOOD PATCH PANEL 6"AFF REF A2.61 SERVER / ELECTRICAL 112 2 1/4„_11_0, 717=17 0 ll 0 00 it O' Drawing: 3'-0” 1'-3" INTERIOR ELEVATIONS I 22 - N 6" 220 Job No: 21065 - - --- 240 25 0 1 s 1 s T.o. 25 Date: 10/06/2021 to 26 RIM b � 21 Drawn By: - 23 N B c D Checked By: - Sheet No: 1 NEW RR 110 1,4.,_1,_0„ DOOR SCHEDULE : HARDWARE SCHEDULE : DOOR NOTES : DOOR FRAME DETAILS 1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A GROUP 1 : CLOSET/STORAGE LOCK WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 SIZE FRAME HARDWARE FIRE HINGES HAGER BB0179 652 AND STROKE WIDTH TO HEIGHT RATIO BETWEEN MARK ROOM NAME WIDTH HEIGHT THKN. TYPE MATERIAL/ FINISH STYLE FINISH GROUP HEAD JAMB RATING REMARKS LOCK SET DORMA CL 780D LGE 626 1:5 AND 1:10. 101 ENTRY (2) T-0" T- 0" EXIST EXIST EXIST EXIST EXIST 3 EXIST SIEA (E) DOORS IN (E) STOREFRONT. NEW CONTACT SENSOR AND MULTICARD READER " KEYED TO ZOOM CARE" WALL STOP HAGER 236W630 2, CHARACTERS AND NUMBERS ON SIGNS SHALL BE & RELEVANT HARDWARE. ADD/REPLACE HARDWARE PER HARDWARE GROUP. GASKETING PEMKO PK33W-17' SIZED ACCORDING TO THE VIEWING DISTANCE SCOTT I EDWARDS ARCHITECTURE LLP A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO FROM WHICH THEY ARE TO BE READ. THE MINIMUM THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." GROUP 2 : PRIVACY HEIGHT IS MEASURED USING AN UPPER CASE X. 2525 E. Burnside St., Portland, OR 97214 THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND. HINGES HAGER BB0179 652 LOWER CASE CHARACTERS ARE PERMITTED. phone:(503) 226-3617 www.sealip.com 110 NEW RESTROOM T-O" T-0" 1 3/4" 1 IMATCH (E)ADJACENT TIMELY MATCH (E)ADJ. 1 2 2A/A10.01 12BA10.01 0 HR PRIVACY W/IND. DORMA J346 LGE 626 GASKETING PEMKO PK33W-17' 3. EGRESS DOORS SHALL BE READILY OPENABLE 112 SERVER/ELEC 3'-0" T-0" EXIST EXIST 1EXIST EXIST EXIST 1 0 HR PREP FOR ELECTRIC STRIKE DOOR BOTTOM PEMKO 412CPKL-36" FROM THE EGRESS SIDE WITHOUT THE USE OF A 114 HELP TEAM (REAR EXIT) 3'-0" 7'-0" EXIST EXIST EXIST EXIST EXIST 3 EXIST (E) DOOR WITH EXISTING PANIC HARDWARE IN (E) STOREFRONT. NEW CONTACT SENSOR AND CLOSER W/STOP DORMA 8916 SIS 689 KEY OR SPECIAL KNOWLEDGE OR EFFORT. MULTICARD READER & RELEVANT HARDWARE.ADD/REPLACE HARDWARE PER HARDWARE GROUP. KICKPLATE HAGER 19OS- 10"X 34"630 OSSC 1010.1.9 GROUP 3 : EXISTING EXTERIOR 4. LETTERS AND NUMERALS SHALL BE RAISED 1/32" e—� '0 POOR WIDTO LOCKING DEVICE METRO EXISTING, NEW CYLINDER/ UPPER CASE SANS SERIF OR SIMPLE TYPE AND 'd+7 s82� B OVERHEAD "RE-KEYED TO ZOOM CARE" SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE, r.NRN RAISED CHARACTERS SHALL BE AT LEAST 5/8"(16 Sl MM) HIGH, BUT NO HIGHER THAN 2" 950 MM), PICTOGHEADER SCHEDULE : EQUIVVAENT VERBAL DECRPMS SHALL BE STONS PLACEDPANIED BY E •DIRECTLY BELOW THE PICTOGRAM. THE BORDER m 'W OPENING HEADER DIMENSION OF THE PICTOGRAM SHALL BE 6" (152 ®1 MM) MINIMUM IN HEIGHT. = A W<6-0" NO HEADER OCO o: 5. THE CHARACTERS AND BACKGROUND OF SIGNS 0 r B 6'-0"<W< 10'-0" (2)3625162-54 SHALL BE EGGSHELL; MATTE OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS o Digitally signed by Sid Scott C 10'-0"<W< 14'-0" (2)60OS162-43 SHALL CONTRAST WITH THEIR BACKGROUND, Date: 2021.10.11 14:44:58-07'00' WHITE CHARACTERS ON A BLACK BACKGROUND. Op 14'-0"<W< 18'-0" (2)80OS162-43(1) 6. WHERE PERMANENT ADA COMPLIANT 1SIG NAGE/IDENTIFICATION IS PROVIDED FOR E 18'-0"<W<24'-0" (2)80OS162-54 ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF PREFINISHED TIMELY STEEL FRAME- DOOR TYPES (1)ALTERNATIVE TO BOOS-43, USE 60OS-54 THE DOOR. WHERE THERE IS NO WALL SPACE TO SEE DOOR SCHEDULE/ELEVATIONS SCALE: 1/4"= V-0" THE LATCH SIDE MAX O TACTILE OF THE DOOR @ 4L UDIIN T AT ZOOMOca re NESTED WOOD STUD @HINGE AND DOUBLE LEAF DOORS, THEN PLACED ON THE NEAREST ADJACENT WALL.GNS SHALL E BILLING & HELP STRIKE SIDES OF JAMB MOUNTING HEIGHT AND SIGN REQUIREMENTS OFFICE SPACE DOUBLE METAL STUDS AT JAMB (TYP.) SHALL BE AS PER OREGON STATE ACCESS REGULATIONS REQUIREMENTS. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SUCH - -- - - - - - - - - - - - - - - - - - THATOF PERSSIGNAN MAY GE WITHIN3" (76 � MM) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE F_ ~ SWING OF A DOOR.ALL OTHER SIGNAGE AS 11958 SW Garden Place 4" LINO WALLBOARD-SEE FINISH SCHEDULE REQUIRED BY OWNER SHALL BE MOUNTED ON SEE DOOR AT REQUIRED MOUNTING HEIGHTS. Tigard, OR 97223 NOTE: PLAN INSTALL BLACK SILICONE CAULK AT I 7. THE BOTTOM 10" OF ALL DOORS, EXCEPT JAMB TO FLOOR TRANSITION, TYP. i i 100 AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. EXISTING I i EXISTING 8. PROVIDE LEVER TYPE HARDWARE, PANIC BARS, JAMB DETAIL PERP. WALL i CONFERENCE ENTRY TECH STORAGE PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE i I I OPENING HARDWARE. (34'TO 44"AFF). 9. ALL DOOR CLOSERS SHALL BE MOUNTED SO AS 5/8"WALLBOARD i i TO BE CONCEALED FROM SALES AREA, CONCEALED FROM PUBLIC HALLWAY, AND i CONCEALED FROM INSIDE EXAM ROOMS. FINISH TO MATCH ADJACENT HARDWARE. 2"x 2"CORNER r EXISTING GUARDS �i CONFERENCE 10. ALL EXTERIOR H.M. DOOR FRAMES SHALL BE ® PAINTED INSIDE&OUT TO MATCH COLOR OF ADJ. SEE 3A/A1001&3B/A70 01 SURFACE. OPENING WIDTH FOR CASED OPENING HEAD EXISTING/NEW HALL A AND JAMB,TYP HALL B TECH STORAGE 11. ALL EXTERIOR HOLLOW METAL DOORS SHALL BE DOUBLE METAL EE PLAN ® i � STUDS AT JAMB ® INSULATED& HAVE A RAIN DRIP EDGE PROVIDED. TEAM/ 12. EXTERIOR DOOR FRAMES TO BE SET ON FLOOR 3B CASED OPENING JAMB DETAIL BREAK SLAB. PROVIDE FOR 1/4"MAX. CAULK JOINT EXISTING ® BETWEEN FRAME &FINISHED FLOOR SURFACE. SUPPLY RM 13. INTERIOR TIMELY FRAMES TO BE INSTALLED ON TOP OF THE LVT OR SHIMMED ABOVE THE SLAB METAL STUD TO THE LEVEL OF THE FLOOR FINISH. INSTALL EXISTING PER INSTALLATION INSTRUCTION. 5/8"WALLBOARD RR ® 14. GC TO PROVIDE AND INSTALL A MINIMUM OF 3 DOOR SILENCERS PER DOOR LEAF AT ALL PREFINISHED DOOR FRAMES. HEADER- SEE T/O OPENING _ HEADER SCHEDULE 15. INTERIOR TIMELY FRAMES TO BE SHOP PAINTED SEE IN A SPRAY BOOTH TO MATCH (E)ADJACENT HALL C FRAMES. ® EXISTING 3A CASED OPENING HEAD DETAIL M 1 1/2"=1'-0" 110 BILLING NEW R® WALLBOARD-SEE FINISH SCHEDULE * METAL STUDS-SEE PARTITION TYPES DOUBLE METAL STUDS AT JAMB(TYP.) NESTED WOOD STUD @ HINGE AND ' STRIKE SIDES OF JAMB �PREFINISHED TIMELY STEEL FRAME-SEE DOOR SCHEDULE/ELEVATIONS. (@ SIM I COND. NO STOP &TA-25 REINFORCING KIT) J p =o DOOR SEE DOOR SCHEDULE IT O w mI NOTE: Oo Ju 0 INSTALL BLACK SILICONE CAULK AT JAMB TO FLOOR TRANSITION, TYPICAL J 2B TYPICAL JAMB DETAIL _1 Drawing: i H®TEAM — — � 112 I i DOOR SCHEDULE i EXISTING SERVER/ WALLBOARD-SEE FINISH SCHEDULE i CON ERENCE ELE & DETAILS METAL STUDS-SEE PARTITION TYPES i CONT. MT. STUD TRACK Job No: 21065 REFINISHED TIMELY STEEL FRAME-SEE } M114 DOOR SCHEDULE/ELEVATIONS. (@ SIM = Date; 10/06/2021 J I COND. NO STOP &TA-25 REINFORCING KIT) i p o DOOR SEE DOOR SCHEDULE Drawn By: - LLI NOTE: S Jum l INSTALL BLACK SILICONE CAULK AT L — �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Checked By: JAMB TO FLOOR TRANSITION, TYPICAL NORTH Sheet No: TYPICAL DOOR HEAD DETAIL KEY PLAN Al ON01