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Plans (9) BUP2019 -00326 LEGEND OF SYMBOLS : GENERAL NOTES : RECEIVED ABBREVIATIONS : ■ < ANGLE FAST FASTENER PIP POURED IN PLACE - 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE AHJ AND THE DEC 0 3 2019 @ AT FB FLAT BAR PJ PANEL JOINT DETAIL IDENTIFICATION XX CURRENT EDITIONS OF LISTED BUILDING CODES. ANY BUILDING OFFICIAL, CITY OF TIGARD + AND FBO FURNISHED BY OTHERS PL PROPERTY LINE — SUBCONTRACTOR OR TRADES PERSON NOTING DISCREPANCIES SHALL NOTIFY THE TIGARD CITY HALL BUILDING DIVISION XX AXXX DESIGNER IMMEDIATELY UPON DISCOVERY. AB ANCHOR BOLT FD FLOOR DRAIN P. LAM PLASTIC LAMINATE I � A/C AIR CONDITIONING FDN FOUNDATION PLAS PLASTER AXXX I 2, CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY TFCITY ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER PLYWD PLYWOOD SHEET WHERE DRAWN -------------- AND ANY OTHER GOVERNING AUTHORITIES AREQUIRED. OFFICE REMODEL ACOUS ACOUSTICAL FEC FIRE EXTINGUISHER CABINET PR PAIR DETAIL DETAIL VIEW BUBBLE 3 CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIOt`SHOWN OR WOODBLOCK ARCHITECTURE,INC. AD AREA DRAIN FF FINISH FLOOR PREFIN PREFINISHED DETAIL IDENTIFICATION MATCH IMPLIED ON DRAWINGS PRIOR TO THE START OF CONSTRUCTION OR ORDERING 107 SE WASHINGTON STREET,SUITE 250 ADD ADDENDUM FHC FIRE HOSE CABINET PT PRESSURE TREATED ._�SHEET MATERIALS, AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES. PORTLAND,OR 1 97214 I P 503.889.0604 ADJ ADJACENT FIN FINISH PTD PAPER TOWEL DISPENSER ill XX XXXX LOCATION INTERIOR T.I. FOR OFFICE SPACES ADJT ADJUSTABLE FL FLOOR PTDR COMBINATION PAPER AXXX 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES INCLUDING A.F.F. ABOVE FINISH FLOOR FLASH FLASHING TOWEL DISPENSER + RECEPTACLE SHEET WHERE DRAWN ELECTRICITY NECESSARY FOR CONSTRUCTION. AGG AGGREGATE FLUOR FLUORESCENT PTN PARTITION 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL. ALS AREA LIGHT STANDARD FO FACE OF PTR PAPER TOWEL RECEPTACLE BUILDING SECTION MATCH LINE REFERENCE ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A LANDFILL OR RECYCLING ALT ALTERNATE FOC FACE OF CONCRETE PVC POLYVINYL DETAIL IDENTIFICATION DETAIL IDENTIFICATION CENTER NO DEBRIS IS TO BE DISPOSED OF IN LOCAL WASTE COLLECTION FACILITIES. ALUM ALUMINUM FOF FACE OF FINISH PVMT PAVEMENT CUT LINE- CUT LINE - ANOD ANODIZED FOM FACE OF MASONRY QT QUARRY TILE DEFINES DEFINES 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALREQUESTED APPROX APPROXIMATE FOS FACE OF STUD R RISER AXcI THE XX THE DETAILED CHANGES, CONTRACTOR SHALL NOT PROCEED WITH REQUESTED CHANGES OR ARCH ARCHITECTURAL FOTS FACE OF TUBE SECTION R. RADIUS AXXX DETAILED A ELEMENT DIRECTIVES WITHOUT PRIOR AUTHORIZATION FROM THE DESIGNER AND A WRITTEN SHEET�ELEMENT1AWN SHEET WHERE DRAWN CHANGE ORDER. AUTO AUTOMATIC FRT FIRE RETARDANT TREATED RA RETURN AIR PROJECT TEAM DRAWING INDEX A.F.C. ABOVE FINISH CEILING FT FOOT OR FEET RB RUBBER BASE WALL SECTION DETAIL SECTION 7 CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BC BOTTOM OF CURB FTG FOOTING RD ROOF DRAIN XX SHEET # SHEET TITLE DETAIL DETAIL IDENTIFICATION BD BOARD FURR FURRING REF REFERENCE IDENTIFICATION 8, ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH WRITTEN CLIENT: CITY OF TIGARD /�QQQ COVER SHEET B.F.F. BELOW FINISH FLOOR GA GAUGE REFL REFLECTED REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE 13125 SW HALL BLVD BITUM BITUMINOUS GALV GALVANIZED REFER REFRIGERATOR )()( SUBSTITUTION IN QUESTION, INCLUDING COST. TIGARD, 97223 AOOZ ACCESSIBILITY CONTACT:: JUSTIN JAMES A100 DEMO PLAN BLDG BUILDING GB GRAB BAR REINF REINFORCED � SHEET WHERE \ .SHEET WHERE DRAWN BILK BLOCK GC GENERAL CONTRACTOR RESIL RESILIENT DRAWN XX 9. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIALS IS TO BE A101 FLOOR PLAN EXTERIOR ELEVATION INTERIOR ELEVATION PROVIDED, BETWEEN TOP STORY AND ROOF FACE. BLKG BLOCKING GI GALVANIZED IRON REQ'D REQUIRED ARCHITECT: WOODBLOCK ARCHITECTURE A600 SCHEDULES & DETAILS - — _ - B.M. BENCH MARK GL GLASS REV REVISE OR REVISION 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS FOR 827 SW 2ND AVE, STE 300 PORTLAND, OR 97204 B.O. BOTTOM OF... GL GLU LAM RM ROOM APPROVAL BY DESIGNER. THIS INCLUDES INTERIOR AND EXTERIOR PAINT, AND P: 503.889.0604 BOT BOTTOM GND GROUND RO ROUGH OPENING ROOM NAME CXX SHEET ROCK TEXTURES. CONTACT: TYLER MILLER BERG BEARING GP GALVANIZED PIPE RWL RAIN WATER LEADER E E: TYLER@WBLOCK.COM B.S. BOTH SIDES GRD GRADE RCP REFLECTED CEILING PLAN XXXX-A 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE BSMT BASEMENT GVP GYPSUM VENEER PLASTER S SOUTH ROOM NAME & NUMBER DOOR NUMBERS OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. STRUCTURAL ENGINEER: VLMK ENGINEERING+DESIGN BTWN BETWEEN GWB GYPSUM WALL BOARD SC SOLID CORE DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN AND INTENT ONLY. ALL 3933 SW KELLY AVE BUR BUILT-UP ROOF GYP GYPSUM BOARD SCD SEAT COVER DISPENSER DIMENSIONS SHOWN PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO PORTLAND, OR 97239 BPW BED PAN WASHER HB HOSE BIBB SCHED SCHEDULE CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. P: 503.222.4453 CONTACT: KEVIN KAPLAN [ OR C CHANNEL HC HOLLOW CORE SD SOAP DISPENSER XX X 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SANTYPE CAB CABINET HC HANDICAP PARKING STALL SECT SECTION J AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE EVENT OF THAT CB CATCH BASIN HDWD HARDWOOD SGE SEMI-GLOSS ENAMEL ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS INTENDED OR PROJECT DATA CEM CEMENT HDWR HARDWARE SH SHELF WINDOW NUMBER EQUIPMENT TAG REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWN OR OMITTED BY IN THE CFI CONTRACTOR FURNISHED HM HOLLOW METAL SHTG SHEATHING DRAWINGS, CONTRACTOR'S) MUST STILL PROVIDE FOUNDATION, CARPENTRY, AND INSTALLED HORIZ HORIZONTAL SHWR SHOWER MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF BUILDING CODES: 2014 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) CG CORNER GUARD HR HOUR ONLY SHT SHEET OCCUPANCY, INCONSISTENCIES, OR DISCREPANCIES. 2014 OREGON MECHANICAL CODE (OMC) C.I. CONTRACTOR INSTALLED H. HEIGHT SIM SIMILAR 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED 2011 OREGON PLUMBING CODE (OFC) X EQUIPMENT PRIOR TO CONSTRUCTION. 2014 OREGON FIRE CODE (OFC) Cl CAST IRON HVAC HEATING /VENTILATION/AIR SJ SEISMIC JOINT 2014 OREGON ELECTRICAL CODE(OEC) CENTER LINE CONDITIONING SL SLIDING 14. DO NOT SCALE DRAWINGS. ZONING: MU-CBD MIXED USE- CENTRAL BUSINESS DISTRICT CLG CEILING HW HOT WATER SM SHEET METAL KEY NOTES WALL TYPE CONSTRUCTION TYPE: V-B CLOS CLOSET ID INSIDE DIAMETER (DIM.) SND SANITARY NAPKINDISPENSER _ CLR CLEAR INSUL INSULATION SNT SANITARY NAPKINRECEPTACLE CJ CONTROL JOINT INT INTERIOR SPEC SPECIFICATION BIDDER DESIGN MECHANICAL, CMU CONCRETE MASONRY UNIT INV INVERT SQ SQUARE iii?k Level 1 _ COL COLUMN IPS IRON PIPE SIZE SS STAINLESS STEEL 0'-0"AFF DzxX ELECTRICAL, AND PLUMBING COMP COMPOSITION JAN JANITOR S +V STAIN +VARNISH CONC CONCRETE JT JOINT STA STATION DATUM ELEVATION REVISION DELTA&CLOUD CRITERIA BUILDING AND LAND USE CODE ANALYSIS CO CONCRETE OPENING JST JOIST STD STANDARD _ CONN CONNECTION KIT KITCHEN STK STOCK 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED UNDER SUMMARY INTERIOR OFFICE T.I. CONST CONSTRUCTION KD KILN DRIED STL STEEL x� (7--00'-00" A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED CONT CONTINUOUS L. LENGTH STOR STORAGE u CONTR CONTRACTOR LAB LABRATORY STRUCT STRUCTURAL 2. IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY CONFORM ALL ANUMBER OF STORIES (1) STORY - TYPE V-B CORR CORRIDOR LAM LAMINATE SUSP SUSPENDED APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED FINISH TAG CEILING HEIGHT TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. AREA OF WORK: 1445 SF INTERIOR CR CONTRACTOR ROUGH-IN LAV LAVATORY SYM SYMMETRICAL BUILDING AREA CRRR CONTRACTOR REMOVED, LB LAG BOLT SYST SYSTEM 3, THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS RELOCATED + REINSTALLED LDW LESS DOOR WIDTH T TREAD INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. TIGARD CITY HALL o'-o" TYPE V-B - WOOD FRAME, COMBUSTIBLE CS COUNTERSUNK L.I. LANDSCAPE ISLAND TB TOWEL BAR — C 00'-0o xx-XX CONSTRUCTION TYPE OFFICE REMODEL 4. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND MATERIALS CS.J CONSTRUCTION JOINT LKR LOCKER T+ B TOP AND BOTTOM LIGHTING DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE 13215 SW Hall Blvd CSMT CASEMENT LL LIVE LOAD TOC TOP OF CURB ELECTRICAL CODE, ENERGY CODE AND BUILDING CODE. Tigard, OR 97223 CT CERAMIC TILE LS LANDSCAPING TEL TELEPHONE SPOT ELEVATION FINISH HEIGHT& TYPE OCCUPANCY B - BUSINESS CTR CENTER LT LIGHT TEMP TEMPERED 5. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING AND LVR LOUVER T+ G TONGUE AND GROOVE WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS AND OCCUPANCY SEPARATION NONE CW COLD WATER REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE REQUIRED DBL DOUBLE MAT'L MATERIAL THK THICK TO AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE FIRE ALARM SYSTEM IF DEMO DEMOLISH MAX MAXIMUM TJ TOOL JOINT 0'-0" REQUIRED, COORDINATED AND EXTENDED FROM BUILDING FIRE ALARM SYSTEM. BUILDING HEIGHT 16'-0" DEPT DEPARTMENT MB MACHINE BOLT TP TOP OF PAVEMENT OUTLETS, PHONE AND DATA JACKS SHOWN ON ARCHITECTURAL PLANS (IF ANY) DF DRINKING FOUNTAIN MC MINERAL CORE TPD TOILET PAPER DISPENSER ARE MINIMUM REQUIRED AND MAY NOT INCLUDE ADDITIONAL OUTLETS REQUIRED FIRE RESISTANCE 0 HR RATED DIA DIAMETER MDO MEDIUM DENSITY OVERLAY TPD(S) SURFACE MOUNTED START POINT TOP OF MARK BY CODE OR FOR MAINTENANCE. DIAG DIAGONAL MECH MECHANICAL TOILET PAPER DISPENSER 6. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE FIRE SPRINKLER PROVIDED DIM DIMENSION MED MEDIUM TS TUBE SECTION -- - — - ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD DISP DISPENSER MEMB MEMBRANE TV TELEVISION CONTRACTORS. FIRE ALARM MEZZ MEZZANINE TOW TOP OF WALL EXTENT OF PROVIDED D.JT DEFLECTION JOINT 7. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO DETERMINE r MFR MANUFACTURER TYP TYPICAL WORK OFFICE COPS MH MANHOLE UNFIN UNFINISHED Project#18-115 y DL DEAD LOAD AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION SMOKE ALARM PROVIDED $' DMT DEMOUNTABLE CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND MI MALEABLE IRON UR URINAL CITY OF TIGARD p DN DOWN EXTENT OF WORK DATUM INDICATOR PULL STRING IN THE REQUIRED LOCATIONS UNDER THE T.I. CONTRACT. �. m DO DOOR OPENING MIN MINIMUM U/CUT UNDER CUT REVIE ED FOR CODE COMPLIANC$ ~�J .DUNN MIR MIRROR U.N.O. UNLESS NOTED OTHERWISE 8. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER A roved: n � DP DAMPROOFING PP MISC MISCELLANEOUS VB VAPOR BARRIER OTC: U DR DOOR 9. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC I I • MO MASONRY OPENING VERT VERTICAL OREGON m DS DOWNSPOUT 6MEDIA,AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE OWNER'S Permit #. 59 O� H DSP DRY STANDPIPE MTD MOUNTED VEST VESTIBULE RECORDS. • �r L]o1C7 I �— f1 Address: ml MTL METAL VFY VERIFY TRUE NEW GRID EXISTING Z 11,x' S`. }-.)C-1 J ��� O N DT DRAIN TILE 9 DTL DETAIL MULL MULLION VG VERTICAL GRAIN NORTH GRID 10. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL Suite #: MEDCAB MEDICAL CABINET W WEST NORTH ARROW GRIDLINE BUBBLE DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES, ANNUNCIATERS AND EGRESS By: Date: qq JONATHAN H. DUNN, DWG DRAWING LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND LIGHTING1! ARCHITECT v N NORTH W. WIDTH - 0 0 DIAMETER OR ROUND NON -RATED DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PURPOSES ONLY. ANY VICINITY MAP PERMIT SET 9 E EAST NA NOT APPLICABLE W/ WITH 1-HOUR RATED DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL AND NOT INCLUDED IN PROJECT SITE EA EACH NAT NATURAL WC WATER CLOSET 2-HOUR RATED ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE INSTALLED AT THE ELECTRICAL 10.31.19 NIC NOT IN CONTRACT W.D. WINDOW DIMENSION f REV DESCRIPTION DATE a1 EF EACH FACE 3-HOUR RATED DESIGN CONTRACTOR'S EXPENSE. E.AGG EXPOSED AGGREGATE NO. OR# NUMBER WD WOOD 4-HOUR RATED EJ EXPANSION JOINT NOM NOMINAL WF WIDE FLANGE r n. b [ „°o ® ep Ow°=°"°�• i a c EL ELEVATION NS NELSON STUD WG WIREGLASS PARTITION FIRE RATINGS EXIT SIGN D. e IC NTS NOT TO SCALE WH WATER HEATER P.M1 �' 0 ELEC ELECTRICAL MATERIALS : NIS NOT IN SHELL ISSUE WDW WINDOW s�_> `�`s$ �'� �� VALIDITY OF PER ELEV ELEVATOR RMIT = EOS EDGE OF SLAB OA OVERALL W/0 WITHOUT > ry Wz ��"`°,<.q ° THE ISSUANCE OF A FE OBS OBSCURE WP WATERPROOF LCOUSTICA GRAVEL WOOD g� BASED ON CONSTRUCTION U ENCL ENCLOSURE ° "�° ° DOCUMENTS AND OTHER MEMBER OC ON CENTER WRB WEATHER RESISTAN76ARRIER r W ENGR ENGINEER TILE rrwn o o« ,q.aq '`. �� �ij7T 9 DATA SHALL NOT PREVENT OD OUTSIDE DIAMETER WRGB WATER RESISTANT GYPSUM ALUMINUM 77-1 GYPSUM EP ELECTRICAL PANEL ® t THE CODE OFFICIAL FROM m EQ EQUAL O.F. OWNER FURNISHED BOARD BOARD l '. `w„ "„.,,�,,,,„„= „p q REQUIRING THE CORRECTION O.F.C.I. OWNER FURNISHED WW WATERSTOP ® BATT PLYWOOD y ”" QF ERRORS. OSS C 105.4 EQUIP EQUIPMENT INSULATIO a �e°ao,x°*TPaO S ES EACH SIDE OFF OFFICE WSCT WAINSCOT N DEFERRED SUBMITTALS '` � °' OH OVERHEAD WT WEIGH TaCTOR INSTALLED CMU OR BRICK RIGID y EW EACH WAY INSULATIO °” °” > 1�J OPNG OPENING WWF WELDED WIRE FABRIC EDF ELECTRIC DRINKING HVAC r a OPP OPPOSITE CONCRETE SOUND _,_n 1 f s J m FOUNTAIN INSULATIO ELECTRICAL , � o EXIST EXISTING OS OUTSIDE N PLUMBING "°"0 Q C11 OR OWNER FURNISHED -INSTALLED EARTH STEEL FIRE ALARM _ o EXP EXPANSION FIRE SPRINKLER ""'p 0`m `"'"'"°" y .. w A000 EXT EXTERIOR FINISHED WOOD .° a mm CITY OF TIGARD U a PAR PARALLEL FA FIRE ALARM PC PRECAST WOOD BLOCKING ; U Approved by Planning COVER SHEET S o ¢ Date: 12-3-19 0 Initials: S� ■ WOODBLOCK ARCHITECTURE,INC. —" 107 SE WASHINGTON STREET,SUITE 250 PORTLAND,OR i 97214 1 P 503.889.0804 170'-01, — JIoA(.Ec` i It'-Q1' . � ! ! F IK�WAY _ IZ+rrl ',0" IB'-04 -78'-O" N. UN 1 c O �p-------------- 140 I , q,pl_oll I �` _ �. DhIvEWAY =6" Fal = I p.I 4 I TIGARD _ 1 CITY HALL OFFICE - - 1032 5SW REMODEL Hall- ' '� _ vd 3t-WNpK#' 14+1_our I& � SPAG" _ O Tigard, OR 97223 Flo,15. 3 i J AREA OF WORK Q 2 p lS1 Project#18-115 4 r - � � w 4J DUNN n o Ee� 51�11 to 70 OREGON U 59 Cu OF 0��V i= N © Designer EEK PARK PERMIT SET 0 10.31.19 REV DESCRIPTION DATE : 0 O E K N � U O z � U m rn F N O 0' 15' 30' 60' 120' SCTAE PLAND a _- -- - M FOR REFERENCE ONLY A001 0 SITE PLAN $ M L a¢ 24' CLEAR AT O PULL SIDE MIN EXTERIOR DOORS 38'MIN. 18' CLEAR AT MIN. INTERIOR DOORS i_ z_ WOODBLOCK ARCHIT 107 SE WASHINGTON STREET,SUITE 250 PORTLAND,OR 1 97214 1 P 503.889.0604 PULL SIDE PULL SIDE 20 PUSH SIDE P777TT 12' 8"MIN.IF DOOR 48"MIN. IF DOOR Zr MIN. L HAS BOTH A LATCH HAS BOTH A u. PUSH SIDE MI • AND A CLOSER CLOSER 12"IF LATCH AND MIN. HINGE PROVIDED FRONT APPROACH - HINGE APPROACH _ LATCH APPROACH AO LEVEL MANEUVERING CLEARANCE AT DOOR 77 SCALE: 1/4" = 1 '-0" DOOR PULL SIDE PUSH SIDE 48"MIN. WIDTH X60Or; EEV LEVELA LAND CLEAR a, z_ 24"MIN.BEYOND THE STRIKE EDGE i GA OF A TE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS - .. DOORS N SERIES rm-� DOORS AT ADJACENT WALLS DOOR DOOR WIDTH 41r MIN. WIDTH X=8"IF DOOR HAS X 7///, CLOSER AND 5 FOR id A LATCH FRONT APPROACH-SLIDING AND 3 FRONTAPPROACH SWINGING DOORS FOLDING DOORS PULL SIDE X PUSH SIDE 60"MIN. 4s 14'-6" 54'TURNING DIA _ % 7 MANEUVERING 12"MI MIN. MIN. CLEARANCES AT / DOORS BOTH DOORS OPEN OUT DOORS AT OPPOSITE WALLS o I -- . -.-.�.- � i 32"MINIMUM J �^ Ii' m CLEAR OPENING RAMP LANDING AT DOORWAY VESTIBULES S'-° CLEAR WIDTH FOR ACCESSIBLE �3�2'MIN. I� 32'MN. SCALE: 1!4" = 1 ' 0" SCALE: 1/4" = 1'-O" ` i'. - -----_5'.-�•--- - - COMPARTMENTS Cl' TYP' m t------------------- I r----------------- i ! 16"MIN. ..Y` 18"MAX. X=38"MIN.IF Y=80" •Y=48"MIN.IF DOOR X=42"MIN.IF Y=54" HAS BOTH A -8" 80"x 58"CLEAR CLOSER AND LATCH. SPACE AT TOILET s 32"MIN. 32'MIN. — TIGARD CITY HALL HINGE SIDE APPROACH-SLIDING AND f = - 30'x 48'MIN CLEAR C HINGE SIDE APPROACH-SWINGINGDOORS �1 FOLDING DOORS SPACE AT LAVATORY OFFICE REMODEL 1 13215 SW Hall PULL SIDE PUSH SIDE Tigard, R 97223 d 24" MIN. � 24' 24 MIN. MIN. 36"GRAB BAR • 3MP MIN. 48"OR 36'MIN. z Z �� / 42"GRAB BAR >c g Z GREATER CHANGE IN LEVEL _- o A gp• TURN SCALE}•_p-0• B SCALE: FULL SIZE A HINGED DOOR B SLIDING DOOR ---- r 3Y MIN. i ' Y=54"MIN. IF DOOR 'Y=48"IF D 2 32'MIN. ----_- A CLOSER HAS A CLOS N 1 O -------------------------- HAS ------- _.._; y LATCH SIDE APPROACH-SLIDING AND LATCH SIDE APPROACH-SWINGING DOORS \� FOLDING DOORS Project#18-115 - Y NOTE: FOR LOCATION AND MOUNTING HEIGHTS W NOTE: ALL DOORS IN ALCOVES SHALL COMPLY 42"MIN. �, 42"MIN. �, OF ACCESSORIES SEE TYPICAL MOUNTING 1� �— HEIGHTS THIS DRAWING-SEE DETAIL 14 J DUNN Ce = WITH THE CLEARANCES FOR FRONT APPROACHES LESS THAN 48' CHANGE IN LEVEL n v /� TURNSAROUND AN OBSTRUCTION SCALE: FULL SIZE MAXIMUM DOORWAY DEPTHOREGON DOOR ACCESS CLEARANCE ACCESS ROUTE REQUIRED CLEAR DOORWAY DIMENSIONS TYPICAL ACCESSIBLE CLEARANCES oF9� '° N SCALE: 1/4" = 1 '-0" SCALE: 1!4" = 1'-0" SCALE: 1/4" = 1 '-0" I L SCALE: 1/4" = 1'-0" JONATHAN H DUNN, v ARCHITECT 0 PERMIT SET Cyd NOTE: 10.31.19 7 1-1@'CLEAR BETWEEN GRAB REV DESCRIPTION DATE BAR AND WAIL-SEE DETAIL 13 E 1018'MIN 0 1 1/2" 39'-41'CENTER EDGE OF SINK TO GRAB BARS �AUTO-FLUSH 1-1/4"TO 1.112" 12' 42' go WHERE NOTED �� DSPENNSSERI COAT HOOK DIA NOMINAL Y 38"MIN o O _ _ , 0 00 LU LID IN OPEN YYY��{{ 8� �d v� a w ' 3< Ll q dPOSITION LL F Z, _ ad NAPKIN/ ` , a, BACKING ATGWB,FRP, o � � o � � o OR TILE N TAMPION CL I DISPOSAL o S � lo- MAX a FACE OF WALL-- PAPER 42' 18"MIN TO OUTLET WALL-MOUNTED FLOOR-MOUNTED INSULATE EXPOSED 1'-5 18•T018' -BOTTOM OF MIRROR INSULATE EXPOSED AIR DRYER M DISPENSER 48"MAX TO OUTLET WHERE SHOWN PIPES AND HOT AND MIN REFLECTIVE SURFACE PIPES AND HOT AND COLD SUPPLY LINES COLD WATER SUPPLY GRAB BAR TYPICAL ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES LINES A002 V SCALE: NOT TO SCALE 1213 O o ACCESSIBILITY 3 a �® ■ I I I I I I I I I I I -------------J L-_-__________-----j L__________-_____j WOODBLOCK ARCHITECTURE,INC. 107 SE WASHINGTON STREET,SUITE 260 PORTLAND,OR 1 97214 1 P 503.889.0804 ® I 113 I I II r l r T I r----------------, r i r---- I I I I I I I I I I I I I I I I I I I I I KEYNOTE LEGEND 108 DEMO (E) DOOR 109 DEMO (E) DOOR AND INFILL OPENING. MATCH EXISTING WALL FINISH, BOTH SIDES. 110 DEMO (E) WALL, STRUCT TO INSPECT &VFY EACH WALL AS NON-BEARING BEFORE DEMO ® I 113 DEMO (E) TILE AND POLISH (E) CONCRETE – – – – I I I I I I I I I I – – – – – – – – —�— – – – – – – – – I I I TIGARD CITY HALL OFFICE REMODEL 13215 SW Hall Blvd Tigard, OR 97223 I I I I I — — — — — — — — — — — — — — — — — — — — — — I I I I I DEMOLITION LEGEND EXISTING WALL TO REMAIN Project#18-115 0 (/ `� EXISTING WALL TO BE DEMOLISHED = iii// Ll EXISTING EXIT SIGN J N .DDNN I I 21, 11,, OREGON DEMO NOTES 59 0� �I01 1. ARCHITECT AND STRUCTURAL ENGINEER TO WALK SITE AND INSPECT ALL WALLS �F ® ® 110 EXTENT OF DEMO — — — — — — TO BE DEMOLISHED ONCE FINISHES ARE REMOVED BUT BEFORE ANY INTERIOR C6 r �t — — — — — — — — — — — — — — — t — — — — — — — — — — — — — — — — — — 1 WALLS ARE ALTERED, Si 4 -- - - ---- - Designer S —_ —_ 2. ALL NEW WALLS TO BE CONSTRUCTED TO MATCH EXISTING FINISHES I I I F II I I I PERMIT SET II 3, MAINTAIN E SPRINKLER SYSTEM AND VERIFY IN GOOD WORKING ORDER. SYSTEM I \ 10.31.19 —0 I I I TO REMAIN OPERATIONAL DURING WORK. \ 1p6 REV DESCRIPTION DATE 106 I 4. FIELD VERIFY QUANTITIES AND LOCATIONS OF UTILITIES. RELOCATE AS REQUIRED FOR NEW WORK. II II II II � I 109 I I 5 — — - — — — I I I I I I I - SCOPE OF WORK AREA 0 w o DEMO PUN w rn SCALE 13/16"= 1._p.. All 00 1 0 o a DEMO PLAN 0 ■ I I I I I I I- — — — — — — — — — - - - - - - - - — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - --------------- — — — — — — — — — — - I 1 --------------i L----------------J L----------------i 1 WOODBLOCK ARCHITECTURE,INC. 107 SE WASHINGTON STREET,SUITE 250 ® PORTLAND,OR 1 97214 1 P 503.889.0804 I II 1 1 I I I I I I I I 112 � I I I I I I ------ ---- - ' tL - - - - - - - - - - - AA I I L - - - - - - - - — - - - - - - - - — I � � 1 I KEYNOTE LEGEND 111 DD 100 (N) FULL HEIGHT WALLS TO BOTTOM OF JOISTS 1 101 (N) FULL HEIGHT WALLS TO BOTTOM OF DECK WITH SOUNDPROOF INSULATION 13'-o° 10'-o" 1 102 (N) CARPET THROUGHOUT CORRIDORS AND OFFICE AREAS 1 103 (N) LED LIGHTING _ _ _ _ _ _ _ 104 (N) PARTITION WALL, MATCH (E) FINISH I 100 101 1 1 105 (N) DOOR, SEE SCHEDULE 105 1 105 I 106 (N) DOOR W/ HALF LITE GLASS, SEE SCHEDULE 3'-0" 31-0. I 1 111 (N) CARPET AND PAINT (TENANT TO SPECIFY) I I 1 112 (N) PAINT (TENANT TO SPECIFY) ON WALLS AND WINDOW 6„ ( FRAMES, DEMO TILE AND POLISH (E) CONCRETE FLOOR _ 1 Al o II 102 m I 103 I 1 I I I II i 1 Al Al 101 I I I I - - - - - - WALL LEGEND I I 1 I EXISTING WALL TO REMAIN Al I NEW WALL, SEE SCHEDULE A600 I 106 102 103 1 I1 1 1 GENERAL NOTES (— 1. ALL NEW WALLS TO BE MEATL STUDS W/5/8" GYPSUM WALL BOARD UNLESS OTHERWISE NOTED. MATCH EXISTING ADJACENT FINISHES WHERE APPLICABLE. TIGARD CITY HALL A OFFICE REMODEL 100 SCOPE OF WORK AREA 2. RELOCATE ELECTRICAL SWITCHES AS NEEDED TO ACCOMODATE NEW WORK 1 agar SW Hall Blvd igar I I Td, OR 97223 3. MAINTAIN EGRESS LIGHTING 3 L — — — — — — — — — — — — — — — — — J� 4. ARCHITECT AND STRUCTURAL ENGINEER TO WALK SITE AND INSPECT ALL WALLS TO BE DEMOLISHED ONCE FINISHES ARE REMOVED BUT BEFORE ANY INTERIOR WALLS ARE ALTERED. ul/ A 5. NEW ELECTRICAL AND DATA HOME RUNS TO ACCOMODATE NEW WORK. EACH WORK STATION TO HAVE POWER AND 3 DATA PORTS, SCOPE OF WORK AREA 6. NEW HVAC WORK AS NEEDED, COORDINATE WITH INTEGRATED CONTROLS I I I I FIRE EXTINGUISHER NOTES r 1. LOCATE FIRE EXTINGUISHERS (SOIC)AS DIRECTED BY FIRE MARSHALL Project#16-115 I 2. FIRE MARSHALL SHALL DETERMINE SIZE AND TYPE OF EXTINGUISHERS 3. IN GENERAL. PROVIDE: a. ONE 2A: 10 BC FIRE EXTINGUISHER PER 3,000 SF AREA WITHIN `S 75 FOOT MAXIMUM TRAVEL DISTANCE s b. CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL DUNN n v B FOOD HEAT PROCESSING EQUIPMENT C. COMPLY WITH NFPA 10 m COMMON PATH=I45'-2" d. PORTABLE FIRE EXTINGUISHERS DURING CONSTRUCTION OREGON - — — — — — —C — _ _ _ — — — WHERE REQUIRED BY 2012 IFC SECTION 3315.1 ,OF 0� � cl r -- — — — — — — — — — — — — — — — — — — — — — — — — — — ®— — ALIGN - - - - — - - - - - - , in C6 - - - -+ - - - - EXIT ACCESS 103 104 105 1 1 JONATHAN H. DUNN, d c ARCHITECT '8 I 106 I FULLY SPRINKLERED TYPE B OCCUPANCY IN ACCORDANCE WITH SECTION 903.3.1.1 ALLOW TRAVEL DISTANCE OF 250'-0"TO EXIT ACCESS. PERMIT SET MAXIMUM TRAVEL DISTANCE FOR TENANT SPACE TO EXIT DISCHARGE IS 10.31.19 y 125'-0" REV DESCRIPTION DATE „ 3'-0" [21-0" 4'-0" " 3'-0" 2'-0" 4'-0"wV .1 4'-0" 2'-0" 3'-0" 8 4'-0" 2'-0" 3'-0" 8' EQ. 4'-0" EQ. s-o;' ,� EGRESS GENERAL NOTES 104 104 I 1. A MINIMUM OF 1.0 FOOT-CANDLES SHALL BE MAINTAINED OVER c� I ¢ 104 I THE ENTIRE EGRESS PATH. THE BUREAU INSPECTOR WILL IE METER THE LIGHT LEVELS PROVIDED BY THE INSTALLED B B B ♦ — - I SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN INSTALLATION, REQUESTING INSPECTIONS,AND MAKING CORRECTIONS AS REQUIRED 5 2. ALL EMERGENCY LIGHTING, FIRE DETECTORS, COMMUNICATION U0 DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO THE L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OREGON STATE BUILDING CODE 1= 1 12'-4" 151.5" 13'-5" 1 13'-0" 12'-5" 3. GENERAL CONTRACTOR SHALL COORDINATE WITH THE N SCOPE OF WORK AREA BUILDING OWNER WHEN CONNECTING TO EXISTING SPRINKLER C AND ALARM SYSTEMS 4. ACCESS CONTROL SYSTEM SHALL: A B C D E F Cj a. NOT REQUIRE KEYS, TOOLS, OR SPECIAL KNOWLEDGE TO �y OPERATE DOORS OR LOCKS WHEN TRAVELING IN THE a DIRECTION OF EGRESS. b. ALLOW NORMAL AND EMERGENCY EGRESS THROUGH ORS AT ALL MES 1 FLOOR PLAN C. ALO OW DOORS REQUIRED TO HAVE FIRE RATINGS TO - - LATCH AT ALL TIMES r o SCALE 13/16"= 1'-0" Al 01 0 U a FLOOR PLAN o oQ 0 I3 0 ■ y33 5/8" 3 5/8" SOLID BLOCKING ABOVE DELFECTION TRACK AT MAX. 8'-0"SPACING 2x4 MTL STUD 2x4 MTL STUD @ 16"O.C. @ 16"O.C. 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD SOUNDPROOFING 107 SE WASHINGTOCK ON STREET,INC. 250 INSULATION PORTLAND,OR 1 97214 1 P 503.889.0804 v @24"O.C.2ROOFJo1STs WALL TYPE 'A' WALL TYPE 'A1 ' @ 24" MaxTrak SLOTTED - 2x4 INTERIOR - 2x4 INTERIOR DEFLECTION TRACK - NON LOAD BEARING - NON LOAD BEARING TRACK TO STUD SCREWS PLACED @ BOTTOM OF SLOT 5 - i WALL FINISH AS SCHEDULED 6"MTL STUD 2x6 MTL STUD (2)#8 X 2 1/2" @ 16"O.C. WOODSCREWS INTO EA. ROOF JOIST @ 24"O.C. 1l2"GYPSUM BOARD MAX 3 DEFLECTION TRACK DETAIL SCALE 13"= V-0" WALL TYPE 'B' DOOR HEAD. SEE STRUCTURAL - 2x6 INTERIOR - NON LOAD BEARING WALL AS SCHEDULED Ar z DOOR SCHEDULE DOOR DOOR NO. TYPE I FINISH WIDTH HEIGHT NOTES BACKER ROD AND SLNT AT EA SIDE 100 A WOOD T - 0" 71 - 01' TENANT TO SELECT MODEL 101 A WOOD T - 0" 79 - 01, TENANT TO SELECT MODEL SHIM AS REQUIRED 102 B WOOD 31 - 011 71 - 01, TENANT TO SELECT MODEL HM FRAME 103 B WOOD T - 0" 7' - 011 TENANT TO SELECT MODEL 104 B WOOD 3' - 0" 7' - 0" TENANT TO SELECT MODEL HM DOOR JAMB BEYOND 105 B WOOD T _ 0" 7' - 0" TENANT TO SELECT MODEL 106 B WOOD 3' - 0" 7' - 0" TENANT TO SELECT MODEL HM DOOR WALL BEYOND � TEMP GLASS TIGARD CITY HALL 4 HM DOOR HEAD i OFFICE REMODEL SCALE 1 3"= V-0" \ \ Tigard, OR 972223 13215 SW Hall d 1-3/4"SOLID CORE VENEER 1-3/4" SOLID CORE VENEER HM DOOR WOOD DOOR. CLEAR COAT WOOD DOOR W/ HALF WITH 2 COATS MIN. VISION PANEL HM DOOR FRAME BACKER ROD AND SLNT AT EA SIDE WINDOW SCHEDULE Project#18-115 •; WINDOW WINDOW NO. TYPE WIDTH HEIGHT NOTES �4�YD �p NN 01 1 4' - 0" 3' - 0" TENANT TO SELECT WINDOW4_1 �" a ��NN �' - - WALL As SCHEDULED 02 1 4' - 0" T - 0" TENANT TO SELECT WINDOW • E OREGON 03 1 4' - 0" T - 0" TENANT TO SELECT WINDOW 59 �v Ml 04 1 4' - 0" 3' - 0" TENANT TO SELECT WINDOW OF 0� N O 05 1 41 - 011 31 - 011 TENANT TO SELECT WINDOW JONATHAN H. DUNN, SHIM AS REQUIRED ARCHITECT 0 PERMIT SET 10.31.19 T. REV DESCRIPTION DATE am E E THRESHOLD BEYOND m x v HM DOORJAMB m SCALE 13"= V-0" c0 N O W r W r O a w rc O U o A600U J Q4 a SCHEDULES & m DETAILS S a