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Plans (29) BUP2021 -00177 1 2 3 4 5 6 7 18OFFIItE COPY 9 ABBREVIATIONS : LEGEND OF SYMBOLS: GENERAL NOTES : RECEIVE® ■ < ANGLE FAST FASTENER PIP POURED IN PLACE JUL 14 2021 @ AT FAU FORCED AIR UNIT PJ PANEL JOINT DETAIL IDENTIFICATION 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE AHJ AND CITY OF TIGARD + AND FB FLAT BAR PL PROPERTY LINE — PUBLIC WORKS T1 THE CURRENT EDITIONS OF LISTED BUILDING CODES.ANY BUILDING BUILDING DIVISION AB ANCHOR BOLT FBO FURNISHED BY OTHERS P. LAM PLASTIC LAMINATE I XX OFFICIAL, SUBCONTRACTOR OR TRADESPERSON NOTING I AXXX DISCREPANCIES SHALL NOTIFY THE DESIGNER IMMEDIATELY UPON F A/C AIR CONDITIONING FD FLOOR DRAIN PLAS PLASTER \ DISCOVERY. WOODBLOCK ARCHITECTURE,INC. ACT ACOUSTIC CEILING TILE FDN FOUNDATION PLYWD PLYWOOD SHEET WHERE DRAWN 827 SW SECOND AVENUE,SUITE 300 ACOUS ACOUSTICAL FE FIRE EXTINGUISHER PR PAIR DETAIL DETAIL VIEW BUBBLE 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY INTERIOR TENANT IMPROVEMENT FOR OFFICE SPACES. NO CHANGE IN OCCUPANCY PORTLAND,OR 97204 P 503.889.0604 AD AREA DRAIN FEC FIRE EXTINGUISHER CABINET PREFIN PREFINISHED THE CITY AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED. ADD ADDENDUM FF FINISH FLOOR PT PRESSURE TREATED DETAIL IDENTIFICATION MATCH 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS ADJ ADJACENT FHC FIRE HOSE CABINET PTD PAPER TOWEL DISPENSER SHEET LOCATION SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF ADJT ADJUSTABLE FIN FINISH PTDR COMBINATION PAPER TOWEL XX �� XXXX CONSTRUCTION OR ORDERING MATERIALS AND NOTIFY THE i A.F.F. ABOVE FINISH FLOOR FL FLOOR DISPENSER AND RECEPTACLE ABX DESIGNER OF ANY DISCREPANCIES.iiiiiiiiI AGG AGGREGATE FLASH FLASHING PTN PARTITION SHEET WHERE DRAWN 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY i ALS AREA LIGHT STANDARD FLUOR FLUORESCENT PTR PAPER TOWEL RECEPTACLE BUILDING SECTION MATCH LINE REFERENCE UTILITIES INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. ALT ALTERNATE FO FACE OF PVC POLYVINYL CHLORIDE ALUM ALUMINUM FOC FACE OF CONCRETE PVMT PAVEMENT DETAIL IDENTIFICATION DETAIL IDENTIFICATION 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL.ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER ANOD ANODIZED FOE FACE OF FINISH QT QUARRY TILE CUT LINE- CUT LINE- AT A LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE DISPOSED Fm APPROX APPROXIMATE FOM FACE OF MASONRY R RISER ( DEFINES THE XX1 DEFINES THE OF IN LOCAL WASTE COLLECTION FACILITIES. DETAILED DETAILED PROJECT TEAM BIDDER DESIGN MECHANICAL, ARCH ARCHITECTURAL FOS FACE OF STUD R. RADIUS ELEMENT ELEMENT 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL AUTO AUTOMATIC FOTS FACE OF TUBE SECTION RA RETURN AIR SHEET WHERE DRAWN `� SHEET WHERE DRAWN CHANGES. CONTRACTOR SHALL NOT PROCEED WITH REQUESTED ELECTRICAL, AND P L U M B I N G A.F.C. ABOVE FINISH CEILING FRT FIRE RETARDANT TREATED RB RUBBER BASE WALL SECTION DETAIL SECTION CHANGES OR DIRECTIVES WITHOUT PRIOR AUTHORIZATION FROM THE BC BOTTOM OF CURB FT FOOT OR FEET RD ROOF DRAIN DESIGNER AND A WRITTEN CHANGE ORDER. CLIENT: CITY OF TIGARD CRITERIA 13125 SW HALL BLVD. TIGARD, OR 97223 BD BOARD FTG FOOTING REF REFERENCE — XX DETAIL IDENTIFICATION 7, CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING CONTACT: JUSTIN JAMES B.F.F. BELOW FINISH FLOOR FURR FURRING REFL REFLECTED DETAIL IDENTIFICATION MATERIALS IN ACCORDANCE WITH MANUFACTURERS E: JUSTINJ@TIGARD-OR.GOV 1. ALL MECHANICAL, ELECTRICAL,AND PLUMBING WORK SHALL BE PROVIDED UNDER BITUM BITUMINOUS GA GAUGE REFR REFRIDGERATOR XX AXXX RECOMMENDATIONS. A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED E BLDG BUILDING GALV GALVANIZED REINF REINFORCED XX BLK BLOCK GB GRAB BAR RESIL RESILIENT SHEET WHERE DRAWN 8. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH ARCHITECT WOODBLOCK ARCHITECTURE 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL SHEET WHERE DRAWN WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION OF RECORD: 827 SW 2ND AVE., PORTLAND, OR, 97204 APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED BLKG BLOCKING GC GENERAL CONTRACTOR REQ'D REQUIRED XX REGARDING THE SUBSTITUTION IN QUESTION, INCLUDING COST. P: 503.889.0604 TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. B.M. BENCHMARK GI GALVANIZED IRON REV REVISE OR REVISION EXTERIOR ELEVATION INTERIOR ELEVATION CONTACT: TYLER MILLER B.O. BOTTOM OF GL GLASS RM ROOM 9. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP E: TYLER@WBLOCK.COM MATERIALS IS TO BE PROVIDED, BETWEEN TOP STORY AND ROOF 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS BOT BOTTOM GL GLU LAM RD ROUGH OPENING FACE. INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. BRG BEARING GND GROUND RWL RAIN WATER LEADER ROOM NAME XXX 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN 4. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND B.S. BOTH SIDES GP GALVANIZED PIPE RCP REFLECTED CEILING PLAN 0 (� LIGHTING DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE BSMT BASEMENT GRD GRADE S SOUTH COLORS FOR APPROVAL BY DESIGNER.THIS INCLUDES INTERIOR AND EXTERIOR PAINT,AND SHEETROCK TEXTURES. ELECTRICAL CODE, ENERGY CODE AND BUILDING CODE. BTWN BETWEEN GVP GYPSUM VENEER PLASTER SC SOLID CORE ROOM NAME AND NUMBER DOOR NUMBERS — BUR BUILT-UP ROOF GWB GYPSUM WALL BOARD SCD SEAT COVER DISPENSER 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE 5. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING AND BPW BED PAN WASHER GYP GYPSUM BOARD SCHED SCHEDULE PRIORITY OVER SCALE OF DRAWINGS. DO NOT MEASURE DRAWINGS WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS AND O [OR C CHANNEL HB HOSE BIBB SD SOAP DISPENSER TO DETERMINE ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR D RAW I N G INDEX REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE REQUIRED 0 PURPOSES OF DESIGN AND INTENT ONLY.ALL DIMENSIONS SHOWN AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE FIRE ALARM SYSTEM IF CAB CABINET HC HOLLOW CORE SECT SECTION O O PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO SHEET# SHEET TITLE REQUIRED, COORDINATED AND EXTENDED FROM BUILDING FIRE ALARM SYSTEM. CB CATCH BASIN HC HANDICAPPED PARKING STALL SGE SEMI-GLOSS ENAMEL CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED. G000 COVER SHEET OUTLETS, PHONE AND DATA JACKS SHOWN ON ARCHITECTURAL PLANS (IF ANY) CEM CEMENT HDWD HARDWOOD SH SHELF G006 ACCESSIBILITY ARE MINIMUM REQUIRED AND MAY NOT INCLUDE ADDITIONAL OUTLETS REQUIRED CFI CONTRACTOR FURNISHED HDWR HARDWARE SHTG SHEATHING WINDOW NUMBERS EQUIPMENT TAG 12. ALL FEATURES C THE WORK NOT FULLY SHOWN SHALL BE OF THEHARACTER OF THAT SHOWN FOR SIMILAR A001 DEMOLITION PLAN BY CODE OR FOR MAINTENANCE. AND INSTALLED HM HOLLOW METAL SHWR SHOWER SAME TYPE AND CO CONDITIONS. IN THE EVENT OF THAT ADDITIONAL WORK IS REQUIRED A101 FLOOR PLAN 6. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE CG CORNER GUARD HORIZ HORIZONTAL SHT SHEET TO COMPLETE THE WORK AS INTENDED(OR REQUIRED BY A800 DETAILS ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD GOVERNING CODES),YET NOT FULLY SHOWN OR OMITTED BY IN THE C.I. CONTRACTOR INSTALLED HR HOUR SIM SIMILAR —� X CONTRACTORS. Z ClCAST IRON H. HEIGHT SJ SEISMIC JOINT DRAWINGS, CONTRACTORS MUST STILL PROVIDE FOUNDATION, D CARPENTRY, MECHANICAL, ELECTRICAL AND PLUMBING 7. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO DETERMINE CENTER LINE HVAC HEATING/VENTILATION/ SL SLIDING REQUIRED FOR CERTIFICATE OF OCCUPANCY,, INCONSISTENCIES, ES, OR CLG CEILING AIR CONDITIONING KEY NOTES WALL TYPE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION SM SHEET METAL DISCREPANCIES. CLOS CLOSET HW HOT WATER SND SANITARY NAPKIN DISPENSER CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND CLR CLEAR ID INSIDE DIAMETER(DIM.) SNT SANITARY NAPKIN RECEPTACLE 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER PULL STRING IN THE REQUIRED LOCATIONS UNDER THE T.I. CONTRACT. g CJ CONTROL JOINT INSUL. INSULATION SPEC. SPECIFICATION FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. 8. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER g CMU CONCRETE MASONRY UNIT INT. INTERIOR SQ SQUARE J, LEVEL 1 14. DO NOT SCALE DRAWINGS. Y 8 2 0'-0"AFF 9. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONICS COL CLOUMN INV INVERT SS STAINLESS STEEL 1" 2Q 15. THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE OWNER'S COMP COMPOSITION IPS IRON PIPE SIZE S +V STAIN +VARNISH MEETING WITH THE BUILDING INSPECTOR AND ALL SUBCONTRACTORS RECORDS. a CONC CONCRETE JAN JANITOR STA STATION DATUM ELEVATION REVISION DELTA AND CLOUD THAT WILL BE INSTALLING FIRESTOPPING MATERIAL. EACH CO CONCRETE OPENING JT JOINT STD STANDARD SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP 10. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL F CONN CONNECTION JST JOIST STK STOCK MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE OF DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES, ANNUNCIATERS AND EGRESS Q w- PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED, LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND LIGHTING N % CONST CONSTRUCTION KIT KITCHEN STL STEEL AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC OR OTHER DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PURPOSES ONLY. ANY _ °�' CONT CONTINUOUS KD KILD DRIED STOR STORAGE APPROVED REPORT/LISTING NUMBERS.) THIS INFORMATION MUST BE DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL AND NOT INCLUDED IN Q z g.8 001-001,00" CONTR CONTRACTOR L. LENGTH STRUCT STRUCTURAL �XX� SUBMITTED TO,AND APPROVED BY, THE BUILDING INSPECTOR PRIOR O ^ ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE INSTALLED AT THE ELECTRICAL C_7 CORR CORRIDOR LAB LABRATORY SUSP SUSPENDED TO ANY INSTALLATION. 00 CR CONTRACTOR ROUGH-IN LAM LAMINATE SYM SYMMETRICAL FINISH TAG CEILING HEIGHT DESIGN CONTRACTOR'S EXPENSE. � ¢ $ t LL r` W. CRRR CONTRACTOR REMOVED, LAV LAVATORY SYST SYSTEM RELOCATED& REINSTALLED LB LAG BOLT T TREAD 11. GENERAL CONTRACTOR TO COORDINATE POWER AND DATA PLANS WITH OWNER. O 00 CS COUNTERSUNK LDW LESS DOOR WIDTH TB TOWEL BAR CS.J CONSTRUCTION JOINT L.I. LANDSCAPE ISLAND T+ B TOP AND BOTTOM 0'-0" IMPORTANT DESIGN SCOPE a CSMT CASEMENT LKR LOCKER TOC TOP OF CURB 00'-00" XX-XX C CT CERAMIC TILE LL LIVE LOAD TEL TELEPHONE NOTE : PROJECT DATA CTR CENTER LS LANDSCAPING TEMP TEMPERED SPOT ELEVATION FINISH HEIGHT AND TYPE CW COLD WATER LT LIGHT T+G TONGUE AND GROOVE WOODBLOCK ARCHITECTURE INC.AND THEIR CONSULTANTS HAVE DBL DOUBLE LVR LOUVER THK THICK COMPLETED THESE DESIGN DOCUMENTS TO THE LEVEL OF DETAIL BUILDING CODES: 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) REQUESTED BY OUR CLIENT. THE LEVEL OF DETAIL MAY RANGE 2019 OREGON MECHANICAL CODE(OMC) REQ A I DEMO DEMOLISH MAT'L MATERIAL TJ TOOL JOINTTO FROM SCHEMATIC DESIGN DOCUMENT(S) MAINLY CONVEYING 2020 OREGON ELECTRICAL CODE (OEC) DEPT DEPARTMENT MAX MAXIMUM TP TOP OF PAVEMENT PROGRAMMATIC INFORMATION TO FULLY DETAILED DOCUMENTS 2020 OREGON PLUMBING CODE (OPC) DF PRINKING FOUNTAIN MB MACHINE BOLT TPD TOILET PAPER DISPENSER 0'-0" AND SPECIFICATIONS. HOWEVER, THE CLIENT'S INTENT AND 2019 OREGON FIRE CODE (OFC) DIA DIAMETER MC MINERAL CORE TPD(S) SURFACE MOUNTED EXPECTATIONS ARE THAT THESE DOCUMENTS BE USED AS THE 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) BASIS FOR DESIGN FOR A COMPLETE,ALL-INCLUSIVE PROJECT MDO MEDIUM DENSITY OVERLAY TOILET PAPER DISPENSER R DIAG DIAGONAL START POINT TOP MARK BASED UPON INDUSTRY STANDARDS &MANUFACTURER f OFFICE CO#� 9 1911 0� MECH MECHANICAL TS TUBE SECTION ZONING: MU-CBD MIXED USE -CENTRAL BUSINESS DISTRICT DIM DIMENSION MED MEDIUM TV TELEVISION ALSO SATISFYALL AUTHORITIES HAVING JURISDICTION S. IT SHOULD CmOrTimm". T� OF ONS — DISP DISPENSER D.JT DEFLECTION JOINT MEMB MEMBRANE TOW TOP OF WALL REQUIREMENTS. CONSTRUCTION TYPE: V-B REVILWED FOR CODE GOMPLTANM DL DEAD LOAD MEZZ MEZZANINE TYP TYPICAL EXTENT OF WORK A WILLIAM D. HARDISTER, �I PROPERTY ADDRESSES: 8777 SW BURNHAM ST. TIGARD, OR 97223 �" ; ARCHITECT DMT DEMOUNTABLE MFR MANUFACTURER UNPIN UNFINISHED OTCsC9 i DN DOWN MH MANHOLE UR URINAL peff"10% PERMIT SET DO DOOR OPENING MI MALEABLE IRON U/CUT UNDER CUT EXTENT OF WORK DATUM INDICATOR AddteW 11. .r 06.24.21 DP DAMPROOFING MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE SEPARATE TRADE PERMITS �� ^•�•�••� Project#20-044 DR DOOR MIR MIRROR VB VAPOR BARRIER Suite ibt Q DS DOWNSPOUT MISC MISCELLANEOUS VERT VERTICAL 7HVAC =�� DSP DRY STAND PIPE MO MASONRY OPENING VEST VESTIBULE " ELECTRICAL DT DRAIN TILE MTD MOUNTED VFY VERIFY NEW GRIDEXISTING PLUMBING B DTL DETAIL MTL METAL VG VERTICAL GRAIN GRID FIRE ALARM DWG DRAWING MULL MULLION W WEST NORTH ARROW GRIDLINE BUBBLE FIRE SPRINLKER VICINITY MAP 0 DIAMETER OR ROUND MEDCAB MEDICAL CABINET W. WIDTH PROJECT SITE DESCRIPTION DATE E EAST N NORTH W/ WITH NON -RATED D ' . � ©aeyel enemas nyem n a EA EACH NA NOT APPLICABLE WC WATER CLOSET 1-HOUR RATED NIC NOTtIN CONTRACT WD WOOD WINDOW DIMENSION 2-HOUR RATED 10313MME03NNE31 3-HOUR RATED ® bo w w^ �oao¢w le„lep y pwlncoaoom ? o EF EACH FACE > It 3. E.AGG EXPOSED AGGREGATE MOST RECENT PERMITTED USE: r ` ^ 1 EJ EXPANSION JOINT NO. OR# NUMBER WE WIDE FLANGE 4-HOUR RATED ® w^° EL ELEVATION NOM NOMINAL WG WIREGLASS EXIT SIGN IW \, $ ELEC ELECTRICAL NS NELSON STUD WH WATER HEATER PARTITION FIRE RATINGS NO CHANGE � do s •,rr° Wel SJaercenlap ; 9 =I. l•, VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT — ELEV ELEVATOR NTS NOT TO SCALE WDW WINDOW MATERIALS ` g x ^ s c 3 BASED ON CONSTRUCTION L= EOS EDGE OF SLAB NIS NOTI N SHELL ISSUE W/O WITHOUT �nwrarcwasp oes maw DOCUMENTS AND OTHER v mud, t' ' * s , "°m°p DATA SHALL NOT PREVENT ACOUSTICAL WOOD ✓ m- m s THE CODE OFFICIAL FROM m ENCL ENCLOSURE OA OVERALL WP WATERPROOF u GRAVELoawano.ep ENGR ENGINEER OBS OBSCURE WRB WEATHER RESISTANT BARRIER TILE MEMBER ' REQUIRING THE CORRECTION EP ELECTRICAL PANEL OC ON CENTER WRGB WATER RESISTANT UP] ALUMINUM GYPSUM s a mei , P4cka P,n.,ramep $ U EQ EQUAL OD OUTSIDE DIAMETER GYPSUM BOARD /, . a -_• t OF ERRORS. OSSC 105.4 BOARD � % i �: O.F. OWNER FURNISHED WW WATERSTOP BATT a a p,mckrN.� o -c, a^^I,^eorew. d.p ^ so,m.00a $ EQUIP EQUIPMENT PLYWOOD .;: � � � clry v,rk INSULATION a o O.F.C.I. OWNER FURNISHED, WSCT WAINSCOT e , ES EACH SIDE ,! c N EW EACH WAY GID CONTRACTOR INSTALLED WT WEIGHT CMU OR BRICK INSULATION s d . EDF ELECTRONIC DRINKING OFF OFFICE WWF WELDED WIRE FABRIC �. �•` � a FOUNTAIN OH OVERHEAD CONCRETE _ SOUND , �, ¢ % x ` �•„ �-• A OPNG OPENING '' INSULATION ,� a,.p a EXIST EXISTING OPP OPPOSITE EARTH STEEL % sin �., EXP EXPANSION OS OUTSIDE �> va )aeepgGmlp s W,lYree^.p pGoodwlll Ti,rlk Slave l m EXT EXTERIOR N O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED FINISHED WOOD A Tigard so> as .Moos ns wMn es` *n�cm m.+o cn ae n FA FIRE ALARM O.F.I. OWNER FURNISHED & INSTALLED D WOOD BLOCKING ' ? •_. COVER SHEET N PAR PARALLEL G O O O 0 � PC PRECAST n 1 2 3 I 4 5 6 7 8 I 9 24" CLEAR AT FRONT VIEW ■ 6vk Aw EXTERIOR c mk r"a T PULL SIDE MIN 36"MIN. BASIS OF DESIGN: DOORS 18 INTECLEARIOR N 5 \a M XSA 4136 BF .875 MIN. COMFORT DESIGNS- DOORS F s• Ake \� O WOODBLOCK ARCHITECTURE,INC. `� 82' 827 SW SECOND AVENUE,SUITE 300 Z Z \ • Mokk:e PORTLAND,OR 197204 I P 503.889.0804 CID 3(1 I PULL SIDE PULL SIDE x Z Z SIDE,VIEW IT B• TOP VIEW O V 4 z PUSH SIDE PUSH SIDE � Fm N ---� I 12" ' 48"MIN. IF DOOR 48"MIN. IF DOOR w".• HAS BOTH A HAS BOTH A be �_- 2* PUSH SIDE IN. 22 MIN. LATCH CLOSER 24 AIQ2'AIELG"BRH AND HINGE PROVIDED WALL �g� -�--� -- J \ y A FRONT APPROACH B HINGE APPROACH C LATCH APPROACH WHERE OCCURS * E DTL_LEVEL MANEUVERING CLEARANCE AT DOOR 2 f DSCALE LD DRINKING FOUNTAIN CLEARANCES 3 I TRANSFER SHOWER co SCALE 11/4"= 1'-0" DOOR O 48"MIN. WIDTH "CL V _ o � PULL SIDE "MIN PUSH SIDE O 18 i um X 24"MIN,BEYOND THE STRIKE L 3'-0" EDGE BACK WALL OF A GATE OR DOOR ON THE SIDE DOORS IN SERIES DOORS AT ADJACENT WALLS TOWARD WHICH IT SWINGS z DOOR DOOR z z :;:, 5 0 48"MIN WIDTH . WIDTH O v v SEAT W WALL WALL ROL Z CID D ° o o X=12" IF DOOR HAS 12" MIN. Z BOTH A CLOSER AND z L (A) FRONT APPROA(�TCHNGING SL FRONT APPROACH SLIDING AND FOLDINGv9 F48" Cl) g ` DOORS DOORS 6d'MIN. J PULL SIDE X PUSH SIDE I �„� BOTH DOORS OPEN OUT D DOORS AT OPPOSITE WALLS ~ g a - -- X=54"MIN 54"MIN I Z– . .. : :. . DTLRAMP LANDING AT DOORWAY VESTIBULES ULES - TYPICAL TRANSFER SHOWER PLAN SCALE i1/4 - 1 9 SCALE 11/4"- 1 0 SCALE 11/4" 1 -0 Q a� te5 6 , N � Y c fN 0 11 Y m T MANEUVERINGx � 8 32"MIN 32" LL MIN ATEARANCES 14'-5 1/2" 5'-0"TURNING DIA n CLEAR,TYP DOORS0 CLEAR,TYP � 32"MINIMUM CLEAR OPENING d X=36"MIN. IF coji MIN X=42" Y=48"MIN. IF DOOR HAS Z v V = a MIN 5'-d' CLEAR WIDTH � �� C BOTH A CLOSER AND 32"MIN. 32"MIN. 5_d` FOR e (Cl HINGE SIDE APPROACH-SWINGING DOORS LATCH (D) HINGE SIDE APPROACH - m ACCESSIBLE SLIDING AND FOLDING DOORS Cl) ao COMPARTMENTS PULL SIDE PUSH SIDE 0 16"MIN. a0 18"MAX 24"MIN 0 16" IN 2'6 60"x 56"CLEAR 24"MIN 24"MIN \S �� SPACE AT W'MIN. 48 OR 36"MIN. = TOILET z� 39'x 48"MIN CLEAR GREATER CHANGE IN LEVEL SPACE AT z z z I" SCALE: FULL SIZE HINGED DOOR SUDING DOOR VAT a x cno n lane sm F- -y_rr n n LA ORY CID fV NLO G' 36"1177A y Y V' Y O 32"MIN. 2 32"MIN. GRAB WILLIAM D. HARDISTER, Y=54" MIN. IF DOORX=12" IF DOOR HAS ED 1 5' 0 482 GRAB BAR ARCHITECT HAS A CLOSER BOTH A CLOSER AND v N NOTE: PERMIT SET LATCH " FOR LOCATION AND 06.24.21 (E)LATCH SIDE APPROACH - SWINGING DOORS (F)LATCH SIDE APPROACH- N — MOUNTING HEIGHTS Project#20-044 SLIDING AND FOLDING OF ACCESSORIES SEE TYPICAL MOUNTING NOTE:ALL DOORS IN ALCOVES DOORS 42" MIN. 42"MIN. HEIGHTS THIS DRAWING SHALL COMPLY WITH THE LESS THAN 48" CHANGE IN LEVEL SEE DETAIL A4 CLEARANCES FOR FRONT TURNS AROUND AN OBSTRUCTION SCALE: FULL SIZE FOLDING DOOR MAXIMUM DOORWAY DEPTH o B APPROACHESDa— o 0 DESCRIPTION DATE DTL DOOR CLEARANCES p DTALEACC ESSO ROUTE REQUIRED A DTALECLEAR DOORWAY DIMENSIONS 1 O TYYPPIICAL4 ACCESSIBLE CLEARANCES v �7 0 16"MIN u 1 1/2 EDGE OF 39"-41"CENTER NOTE: SINK TO 0 1-1/2"CLEAR BETWEEN GRAB CL OF COAT HOOK H GRAB BARS AUTO-FLUSH / 1-114"TO BAR AND WALL-SEE DETAIL WHERE DISPENSER 7 1-1/2"DIA 12" 42" �o NOTED dJ ~ NOMINAL MIN o U c _ Lu o o V w Z LU cc Lul 9 LID IN OPEN R q c7 > LU ? 8" a w z w J LL � o � N � F o Q� o o W �, � � BACKING AT GWB, 0 TAMPON (L r o w I- p �$ ' 4 a FRP, DISPOSAL A °0 N g o 0O OR TILE 42"Ml a FACE OF PAPER 18"MIN TO OUTLET WALL-MOUNTEDY INSULATE EXPOSED 1'-5" 16 T018 BOTTOM OF I ULATE EXPOSED AIR WALL DISPENSER 48"MAX TO FLOOR- PIPES AND HOT MIN MIRROR PIPES AND HOT AND DRYER N OUTLET MOUNTED AND REFLECTIVE COLD WATER WHERE SHOWN COLD SUPPLY SURFACE SUPPLY ACCESSIBILITY o LINES LINES G 0 0 6 11 DTL GRAB BAR TYPICAL ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SCALE 16"= V-d' 12 SCALE 1 3/8"= 1'-0" 1 2 34 I 5 6 7 8 I 9 ■ GENERAL DEMOLITION NOTES KEYNOTE LEGEND 1. PROTECT ALL EXISTING FINISHES AND ELEMENTS FROM DAMAGE AND DUST DURING CONSTRUCTION. ANY DAMAGE IS TO BE 100 DEMO EXISTING DOORSAND REPLACE WITH(N)TRANSACTION WINDOW F REPAIRED AND RESTORED TO EXISTING CONDITION TO THE 101 DEMO EXISTING DOOR AND RELOCATE IN WALL TO MEET ACCESSIBLE CLEARANCE SATISFACTION OF THE OWNER'S REPRESENTATIVE. REQUIREMENTS. PROTECT DOOR AND FRAME DURING DEMO FOR REINSTALLATION. WOODBLOCK ARCHITECTURE,INC. INFILL REMAININNG WALL OOPENING TO MATCH ADJACENT FINISH,BOTH SIDES. A 827 SW SECOND AVENUE,SUITE 300 PO RTLAND,OR 97204 P503,889.0604 2. GC TO VERIGY EXISTING CONDITIONS AND DEMOLITION EXTENTS 102 DEMO EXISTING DOOR. INFILL THE OPENING TO MATCH EXISTING ADJACENT WALL PRIOR TO REMOVAL OF ELEMENT. DIMENSIONS PROVIDED ARE FOR FINISH,BOTH SIDES. 1 T1 REFERENCE ONLY. 103 DEMO EXISTING CASEWORK � � � � OFFICE 3. LOCATION OF WALL TO BE REMOVED FOR NEW DOORS FOR 105 DEMO(E)CAPRET. PROTECT AND SALVAGE FOR FUTURE LOBBY REPAIRS O 121 X REFERENCE ONLY. SEE FLOOR PLAN 106 DEMO(E)WORKSTATION. PROTECT AND SALVAGE PER CLIENT DIRECTION. SEE A101 ` (� FOR NEW WORKSTATION LAYOUT. / 4. INTENT IS TO REMOVE EVERYTHING NECESSARY TO ALLOW NEW 107 DEMO EXISTING DOOR AND RELOCATE PER PLAN,SEE A101. PROTECT DOOR AND FRAME �l/J �X/ CONSTRUCTION TO BE ACCOMPLISHED. SEE DRAWINGS SHOWING DURING DEMO FOR REINSTALLATION. O PROPOSED NEW CONSTRUCTION. 108 DEMO EXISTING TILE AND PREP FOR NEW CARPET. OFFICE 5. COORDINATE LOBBY CLOSURE TIMING WITH BUILDING OWNERS. OFFICE I I 120 WWORK SHALL NOT ORKING HOURS.BLOCK EGRESS ROUTES DURING REGULAR 6. THE DEMOLITION CONTRACTOR SHALL HAVE THE SOLE ❑ OFFICE REPONSIBILITY OF VERIFYING CONDITIONS AT THE JOB TO PROVIDE p I - FOR A SAFE AND ORDERLY PERFORMANCE OF THE WORK. BID ALTERNATE NOTE . �� 127 F EC I B 7. WORK UNDER THIS CONTRACT SHALL BE THE FULL RESPONSIBILITY Y�lel' I OF THE DEMOLITION CONTRACTOR; NO ACT, DIRECTION OR REVIEW ALL WORK FOR UNISEX RESTROOM 124 SHALL BE BID AS AN OF ANY SYSTEM OR METHOD BY THE ARCHITECT OR THE ALTERNATE OPTION. TENANT TO DECIDE ON SCOPE OF WORK AFTER — — — — L — ARHITECT'S CONSULTANTS SHALL CHANGE OR EFFECT THE REVIEW. — CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. E _ UNISEX UNISEX I 8. STORE ITEMS TO BE RELOCATED ON SITE AND PROTECT FROM 125 124 1- OFFICE DAMAGE. 115 9. GC TO PROVIDE TEMPORARY PARTITIONS AT ALL PUBLIC WORK ❑ — — — O AREAS. r- 10. CAP ALL ABANDONDED PLUMBING, GAS & ELECTRICAL LINES, ETC. INEll IC ACCORDANCE WITH LOCAL CODES. I — ) / 107 11. CONTRACTOR(S) TO REMOVE AND NEATLY STACK EXISTING TO MECH I - 112 REMAIN ACOUSTICAL CEILING TILES AT AREAS REQUIRING ACCESS 126 OFFICE TO THE CEILING. I STORAGE 12. NEW HVAC DESIGN SHALL BE BIDDER DESIGNED AND BE SUBMITTED I 128OFFICE O UNDER A SEPARATE PERMIT. I 114 13. EXISTING SPRINKLERS TO REMAIN, TO BE MODIFIED UNDER um SEPARATE PERMIT. 14. JOB SITE TO BE BROOM SWEPT AT THE END OF EACH DAY TO I- - - J ENSURE A CLEAN WORKSPACE. I I FFI E 105 I O 13. VERIFY ALL DIMENSIONS IN FIELD. I 111FF- 0 8 7 I I OFFICE PLAN LEGEND - DEMOLITION i J _ I I OPEN OFFICE 113 L - - -- � EXISTING WALL TO REMAIN 110 EXISTING WALL TO BE DEMOLISHED i L — — — — — — J I 7JAN Ha 106 � ( TVP. _ r _ L I 130 E EXISTING DOOR TO REMAIN — — IL N c m 33: J 103 i = rn EXISTING DOOR TO BE DEMOLISHED ( r — — — / o o Q — — j r - - - - - - - I MEN °O (' mo DEMO SLAB AND TRENCH FOR NEW PLUMBING I i 102 L 108 I 107 0 WOMEN BREAK ROOM LL � SCOPE OF WORK AREA I r 100100 �I 0 O 1 O6' `0 105 Orz ~ NOT IN GC SCOPE — — — — O 7 'r 7\— Ir — — HALL <'a C � � 101 102 Va T C NFE E CE LOBBY � a El =1010101 a ❑ �S���Eo ARS a � q 1911 ' F 0 Ry 9� OF IN0 I WILLIAM D. HARDISTER, 6' ARCHITECT PERMIT SET AUDITORIUM 06.24.21 ❑ _ 103 Project#20-044 m B a DESCRIPTION DATE a d 0 0 o STTE m 104 U d 5 4 3 2 a A m D- 0 II SCALE 11/8" 1/P 0,LANLEVEL 1 DEMOLITION PLAN N 5 0 5 10 15 20 A001 SCALE FEET 1 2 3 4 I 5 6 7 8 9 FLOOR PLAN GENERAL NOTES KEYNOTE LEGEND 1. ALL CONSTRUCTION IS INTENDED TO BE IN CONFORMANCE W/FEDERAL& -- - STATE LAWS, CURRENT LOCAL ORDINANCES & BUILDING CODES, &THE - --- F AMERICANS WITH DISABILITIES ACT OF 2010. REPORT ANY DISCREPANCIES 107 DEMO EXISTING DOOR AND RELOCATE PER PLAN,SEE A101. TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. PROTECT DOOR AND FRAME DURING DEMO FOR REINSTALLATION. - - A 827 SW WOODBLOCK CECOND ARAVENUE,SLATE 300 2. AUTOMATIC FIRE SPRINKLER SYSTEM MUST BE REVIEWED AND APPROVED 108 DEMO EXISTING TILE AND PREP FOR NEW CARPET. ❑ PORTLAND,OR 97204 P 503.889.0804 BY THE FIRE DEPT. 201 (N)TRANSACTION WINDOW COUNTER.QUARTZ COUNTERTOP(3CM /ham 3. FIRE ALARM SYSTEM IS REQUIRED AND MUST BE REVIEWED AND SILESTONE BLANCO MAPLE)WITH S.S. DEAL TRAY AT 1 ✓} OFFICE APPROVED BY THE FIRE DEPT. TRANSACTION WINDOW. ❑ ❑ ❑ ❑ ❑T 4. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR TO 202 RELOCATED DOOR. REINSTALL SALVAGED DOOR FROM PREVIOUS ❑ 121 COMMENCING CONSTRUCTION 5. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED LOCATION_ ❑ ❑ 203 ITEMS WITH OWNER BEFORE PROCEEDING WITH WORK __ (N)STANDING HEIGHT WORK COUNTER,PER TENANT. 6. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF PLUMBING FIXTURES VS 204 (N)LITHONIA FLAT PANEL LED LIGHTING. 2x4 TO MATCH(E)WI - PARTITION TYPES (WALL THICKNESSES VARY WITH SHEARWALLS) BEFORE DIMMER SWITCHES(DIVA 0-10V CONTROL) OFFICE 0 COMMENCING FRAMING 205 (N)CARPET THROUGHOUT SCOPE OF WORK AREA. -- 7. CONTRACTOR TO VERIFY ALL DIMENSIONS W/MANUFACTURER ON PATACRAFT-FUTURA D00 WOP 00770 24X24. INSTALLED 1/4 TURN. ❑ ❑ OFFICE I 1 120 SUPPLIED FIXTURES AND EQUIPMENT PRIOR TO CONSTRUCTION 4.5"BLACK RUBBER BASE. I I L--- 8. REFER TO ENLARGED PLANS FOR ADDITIONAL INFO INCLUDING 206 (N)WORKSTATIONS PER TENANT LAYOUT. 4 POWER AND 3 DATA 122 - - - - - - - - - - DIMENSIONS. ENLARGED PLANS TAKE PRECEDENCE OVER SMALLER SCALE JACK PER LOCATION,COORDINATE&VERIFY WITH TENANT ❑ r I COMMON PATH =46'-4" OFFICE DRAWINGS. NOTIFY ARCHITECT OF ANY CONFLICT BEFORE PROCEEDING. 207 INFILL WALL OPENING FROM DOOR DEMO. MATCH ADJACENT WALL I B 9. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING OF STUDS. FINISH BOTH SIDES. 127 PROVIDED SPACING PER STRUCTURAL DRAWINGS AND NOTIFY ARCHITECT ------ ❑ ❑ 1 ❑ ❑ ❑ OF ANY DISCREPANCY PRIOR TO COMMENCING WORK. 208 INSTALL GRAB BARS AS REQUIRED PER ADA. CONFIRM FIXTURES ELEC 10. DIMENSIONS ARE FACE OF STRUCTURE TO FACE OF STRUCTURE, UNLESS MEET ADA STANDARDS OR RELOCATE TO REACH CONFORMANCE. I 1 ❑ NOTED OTHERWISE(UNO). REFER TO BOTH ARCHITECTURAL AND 1209 1(N)POWER POLE LOCATION 123 STRUCTURAL DRAWINGS BEFORE COMMENCING WORK ON FOOTING OR - - - - - - - - - - - - - - FOUNDATION. DIMENSIONS FROM EXISTING UNTOUCHED WALLS ARE TAKEN FROM FACE OF FINISH. I UNISEX UNISEX I E 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL BLOCKING REQUIRED FOR ANY WALL HUNG EQUIPMENT, TOILET ACCESSORIES, SHELVING, BID ALTERNATE NOTE : �' 125 124 202 1 OFFICE SHOWER SEAT, EXTERIOR LIGHT FIXTURES, ETC. 17 OCC C 115 Z 12. NEW WINDOWS WITHIN 24"OF DOOR TO HAVE SAFETY GLAZING.ALL GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED FOR IMPACT ALL WORK FOR UNISEX RESTROOM 124 SHALL BE BID AS AN L - - _ ❑ O RESISTANCE. ALL GLASS WITHIN 18"FROM FLOOR, WITHIN 24"ARC FROM ALTERNATE OPTION. TENANT TO DECIDE ON SCOPE OF WORK AFTER DOOR EDGE,AND IF BOTTOM EDGE OF GLAZING IS LESS THAN 60"ABOVE REVIEW. 1 207 IC 1 THE WALKING SURFACE, SUCH GLASS SHALL BE TEMPERED. 13. CONTRACTOR TO PROVIDE CAULKING AT THE FOLLOWING AREAS: I I A. AT CABINET ENDS, WHERE THEY MEET GYP BD WALLS. 208 112 B. AT HOLLOW METAL DOOR FRAMES, BOTH SIDES. MECH I I I C. ALL WOOD DOOR FRAMES, BOTH SIDES 126 203 OFFICE 1 D. ALL WALL TILE AND WALL COVERING IN TYPICAL ROOMS STORAGE 1 14. SEE FIRE& LIFE SAFETY SHEETS FOR LOCATIONS OF FIRE EXTINGUISHER PLAN LEGEND ( OFFICE CABINETS. I 128 1 0 15. DOOR FRAMES ARE TO BE INSTALLED 3"FROM ADJ WALL, LINO114 16. GC TO PROVIDE FIREBLOCKING IN ACCORDANCE WITH OSSC 718.2 WHERE D NECESSARY FIRE EXTINGUISHER ( ALIGN LIM 17. WINDOW AND DOOR FRAMES ARE TO BE SHIMMED PLUMB AND LEVEL. GAPS ❑C❑❑ IN ROUGH OPENINGS ARE TO BE FILLED WITH SPRAY FOAM ® �� 4 NEW WALL 18. PROVIDE LEVEL 4 FINISH AT ALL NEW WALL AND PAINT THROUGHOUT, 1 A800 �° 1 COORDINATE COLOR WITH OWNER EXISTING WALL TO REMAIN I 204 iD I 0 19. PROVIDE OCCUPANCY SENSORS IN ALL NEW SPACES IN ACCORDANCE 1 L4FFI E 205 209 1 WITH OSSC 505 - EXISTING WALL TO BE DEMOLISHED 20. ALL WALLS WITH PLUMBING/VENTING LINES WITHIN TO BE MINIMUM 2x6 1 111 1 CONSTRUCTION 1 - _1 5'- 10" D 1 21. MAINTAIN THE PREMISES CLEAN AN DFREE OF TRASH, DEBRIS AND ❑ NEW DOOR PROTECT ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY, \� 1 `?(�[ - ❑ OFFICE ETC. FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION. OF PROJECT Jo ❑ 113 , EXISTING DOOR TO REMAIN ❑ ❑ OPEN OFFICE I JAN 2g EXISTING DOOR TO BE DEMOLISHED o FIRE EXTINGUISHER NOTES i 110 �, i 130 ,l p (L _ ❑ ❑ 3'_0" 1. LOCATE FIRE EXTINGUISHERS (SOIC)AS DIRECTED BY FIRE MARSHALL. NOT IN GC SCOPE 1 c 2 mr 2. FIRE MARSHALL SHALL DETERMINE SIZE AND TYPE OF EXTINGUISHERS. 206 1 a/ IN 1 3. IN GENERAL, PROVIDE: TYP, a o o m 0' a. ONE 2A: 10 BC FIRE EXTINGUISHER PER 3,000 SF AREA WITHIN 75 1 209 1 MEN °° Q o . FOOT MAXIMUM TRAVEL DISTANCE m o b. CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL ❑ 207 ❑ ❑ 1 107 ❑ WOMEN BREAK ROOM �- 3 < FOOD HEAT PROCESSING EQUIPMENT r- a c. COMPLY WITH NFPA 10 SCOPE OF WORK AREA Eo ❑ 106/ :0 LL r- 105 0 r- P d. PORTABLE FIRE EXTINGUISHERS DURING CONSTRUCTION WHERE I - 00 REQUIRED BY 2014 OFC SECTION 3315.1 - - - 201 1 17 OCC 202 HALL e ASoo 102 C) EXIT ACCESS ❑ ❑ ❑�❑ FULLY SPRINKLERED TYPE B OCCUPANCY IN ACCORDANCE WITH -- CE ) SECTION 903.3.1.1 ALLOW COMMON PATH TRAVEL DISTANCE OF 100'-0"TO NFE CE LOBBY EXIT ACCESS. MAXIMUM TRAVEL DISTANCE FOR TENANT SPACE TO EXIT i ell DISCHARGE IS 300'-0". ❑ 10 101 ' S�qU Ale EGRESS GENERAL NOTES C _ 1. A MINIMUM OF 1.0 FOOT-CANDLES SHALL BE MAINTAINED OVER THE 1911 ' R ENTIRE EGRESS PATH. THE BUREAU INSPECTOR WILL METER THE LIGHT LEVELS PROVIDED BY THE INSTALLED SYSTEM. THE OF O� CONTRACTOR IS RESPONSIBLE FOR THE DESIGN INSTALLATION, REQUESTING INSPECTIONS,AND MAKING CORRECTIONS AS WILLIAM D. REQUIRED. 6 ARCHITECT HARDISTER, 2. ALL EMERGENCY LIGHTING, FIRE DETECTORS, COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO THE OREGON STATE BUILDING CODE AS AMENDED BY THE TIGARD PERMIT SET MUNICIPAL CODE AND LIFE SAFETY CODES. AUDITORIUM 06 24 21 3. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING ❑ 103 Project#20-044 OWNER WHEN CONNECTING TO EXISTING SPRINKLER AND ALARM SYSTEMS. 4. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION AND DEMOLITION PER 2014 OFC SECTION 3311. 5. ACCESS CONTROL SYSTEM SHALL: B a. NOT REQUIRE KEYS, TOOLS, OR SPECIAL KNOWLEDGE TO a OPERATE DOORS OR LOCKS WHEN TRAVELING IN THE DIRECTION OF EGRESS; .a - Q DESCRIPTION DATE b. ALLOW NORMAL AND EMERGENCY EGRESS THROUGH DOORS AT ALL TIMES; c. ALLOW DOORS REQUIRED TO HAVE FIRE RATINGS TO LATCH a AT ALL TIMES. d 0 0 2 o STORAGE I m I LIN] U - - - ---OH\/ 0 5 4 3 2 cli n: A FLOOR PLAN LEVEL 1 SCALE 11/8" = 1'-0" N 2 0 2 4 6 8 10 a 1/4 = l'-O" FLOOR PLAN o SCALE FEET A101 2 3 4 5 6 C 7 8 9 ■ F WOODBLOCK ARCHITECTURE,INC. 827 SW SECOND AVENUE,SUITE 300 _ PORTLAND,OR 97204 P 503.889.0604 Z 0 TENANT TO SPECIFY CABINETS AND WORK SURFACE MATERIAL E U) z 0 0 0 o p EQ. 3'-0" EQ. F — — — � o 0 0 0 - - - 0 TRANSACTION WINDOWUL 0 0 0 0 S.S. DEAL TRAY. TO ACCOMODATE 8.5"x 11"SHEETS OF PAPER, TYP. 1 ENLARGED TRANSACTION WINDOW PLAN _ p SCALE 11/2"= 1'-0" EQ. EQ. EQ. Z D 4 WORK STATION SCALE 13/4"= 1'-0" Ir �5 a � U) a 0 to M " N _ °� Q X z. 0 m ° " 6'-0" 00 (E)CEILING LL nc� E / r O a a Zs C U E SHATTERPROOF GLASS TRANSACTION WINDOW, NO WIRE. SEE WINDOW AT POLICE COUNTER FOR SIM CONDITION. � R • 1911 4 OF tO WILLIAM D. HARDISTER, io ARCHITECT F---L—L PERMIT SET 4" 1'-2" 06.24.21 5/8"GYP BOARD EA SIDE, TYP. Project#20-044 0 1/2" PLYWD SHEATHING o io 60OS162-33 MTL. STUDS iv o B c 'v a DESCRIPTION DATE S a m 0 0 0 m COUNTER FRONT SECTION AT COUNTER I_ SCALE 3/4"= 1'-0" SCALE 13/4" = 1'-O" v `a Frn - i^ U 0 0 N 0 a a A M M N DETAILS 0 A800