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Plans BUP2020 -00116 50 I 40 30 I 20 I 10 1 0 Approved dans shall be oil job site. OFFICE COPY CITY OF TIGARD 6 RFVIr_• ll TOR (--ODE COMPLTANCE Approrcd ] OTC: [ ] BORA Permit #: IQ p — Q Q ) l 6 Address: 7qg O , U V 'f'�r Y v Stritc #; Bora Architects, Inc. By: z?,,,�; 720 SW Washington, Suite 800 =J-Z� Portland, Oregon 97205 503.226.1575 www.bora.co VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT SHEET INDEX: THE CODE OFFICIAL FROM REQUIRING THE CORRECTION ERRORS. OSSC 105.4 Sheet Number Sheet Name GEN5 G001ECAL SHEET INDEX& NOTES RECEIVED CITY OF TTGARD 5 G101.0 DURHAM CODE ANALYSIS PLAN REVTF. GD FOR (ODL COMPLIAI�iCS APR 2 8 2020 ARCHITECTURAL Aprrov : I 1 CITYOFTIGARD A001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & NOTES 301,0ING DIVISION A002.0 WALL ASSEMBLIES& DETAILS/CEILING ASSEMBLIES Pcrmit AD111.0 DEMOLITION PLAN- ENTRY/ADMIN A051.0 SITE PLAN A101.0 FIRST FLOOR PLAN L ttc: At 11.0 FLOOR PLAN - ENTRY/ADMIN BY. A131.0 REFLECTED CEILING PLAN- ENTRY/ADMIN A601.0 ELEVATIONS, DETAILS,AND DOOR SCHEDULE �r JOHN W. O'TOOLE PROJECT TEAM: REQUIRED PERMIT APPLICATION INFORMATION: ,p POR D, OREGON V4� OF F) 0� CLIENT: MAP AND TAX LOT#: 2S113B000300 TIGARD-TUALATIN SCHOOL DISTRICT ZONING: 4 4 Superintendent Sue Rieke-Smith R-12 (HR) 6960 SW Sandburg St. Tigard, OR 97223 SITE ADDRESS: • 7980 SW DURHAM ROAD L TIGARD, OREGON 97224 }� OWNER'S REPRESENTATIVE: PROJECT NAME: DURHAM ELEMENTARY FIRE ALARM UPGRADE DAY CPM SERVICES, LLC Q Debbie Pearson APPLICANT NAME: Sr. Program Manager MARK SCHOPMEYER, BORA ARCHITECTS 503-969-5454 debbie.pearson@otak.com APPLICANT PHONE NUMBER: 503-396-1831 O o Mike DiPasquale s 20 Sr. Project Manager OC/) E 971.284.1907 Mike.DiPasquale@otak.com >, r °� m ov CC0 N � O co -ff ARCHITECT: /� 3 E BORA ARCHITECTS, INC. Principal in Charge: John O'Toole,AIA otoolej@bora.co Project Architect, Mark Schopmeyer, AIA }+ Project Manager: schopmeyer@bora.co Ia Specifications: Mike Manzi, RA. CSI. CDT 3 3 Manzi@bora.co L VICINITY MAP: ICU 2 SW DURHAM R 2 CITY OF TIGARD ter_ ApproMi b Planning a Date: zo = Po- N Initials: U) MARK DATE ISSUED TO DESCRIPTION Issued: 04/20/2020 Scale: 12" = V-0" w w w z 0 0 w a 1 3 1 Copyright 16015 PERMIT SET SHEET INDEX & NOTES LO N G001eC O N 50 1 40 1 30 1 20 1 10 1 0 50 I 40 I 30 I 20 I 10 I 0 CODE INFORMATION: PROJECT DESCRIPTION: APPLICABLE CODES &STANDARDS ALLOWABLE FLOOR AREA DURHAM ELEMENTARY SCHOOL WAS BUILT IN 1989. THE SOUTH CLASSROOMS, NORTH CLASSROOMS, GYM AND ENTRY CANOPY WERE ADDED IN 1996. THIS 2019 OREGON STRUCTURAL SPECIALTY CODE (2018 IBC WITH AMENDMENTS) PROJECT INCLUDES A 4,200 SF RENOVATION AND A SEISMIC UPGRADE ADD US ADAAG ACCESSIBILITY GUIDELINES ALLOWABLE AREA PER STORY(TABLE 503) ALTERNATE.THE RENOVATION INCLUDES MOVING THE MAIN OFFICE AND BASE ALLOWABLE PER CONSTRUCTION TYPE V-B 9,500 ADMINISTRATION FUNCTIONS TO BE ADJACENT TO THE MAIN ENTRY,ADDING A SECURE VESTIBULE, PLACING ONE CLASSROOM WHERE THE EXISTING FRONTAGE INCREASE I(f) (§506.2): 19,000 ADMINISTRATION ROOMS ARE, AND A MINOR REMODEL TO THE EXISTING RECEPTION 6 SPRINKLER SYSTEM INCREASE I(s) (§506.3): 57,000 AND OFFICE AREA TO FUNCTION AS COUNSELING ROOMS ACTUAL BUILDING AREA PER STORY(TYPE V-B) TOTAL 6 ZONE A 55,784 SF OCCUPANCY(CHAPTER 3) ZONE B-GYM 6,801 SF BORA BUILDING CLASSIFICATION: EDUCATIONAL ASSEMBLY A-3 BUSINESS B FIRE RESISTIVE REQUIREMENTS (TABLE 601) Bora Architects, Inc. EDUCATIONAL E TYPE V-B 720 SW Washington, Suite 800 PRIMARY STRUCTURAL FRAME: 0 HRS NOTES: CODE LEGEND Portland, Oregon 97205 1: A/E-OCCUPANCY SEPARATION NOT REQUIRED (TABLE 508.4) BEARING WALLS-EXTERIOR: 0 HRS 2. SEPARATION BETWEEN A/E & B IS NOT REQUIRED BY SECTION 508.2. THE BEARING WALLS-INTERIOR: 0 HRS 503.226.1575 NONBEARING WALLS &PARTITIONS-EXTERIOR: 0 HRS ADMINISTRATION B OCCUPANCY IS LESS THAN 10%OF THE BUILDING AREA AND NONBEARING WALLS &PARTITIONS-INTERIOR: 0 HRS ROOM/OCCUPANCY LABEL www.bora.co IS ACCESSORY TO THE EDUCATION OCCUPANCY. FLOORS AND FLOOR/CEILINGS: 0 HRS ROOFS AND ROOF/CEILINGS: 0 HRS - OCCUPIED AREA CONSTRUCTION TYPE (CHAPTER 6) OFFICE- ROOM NAME 170 SF B OCCUPANCY CLASSIFICATION NOTE: SOME SPACES MAY TYPE V-B 15 SF 12 OCCUPANT LOAD NOT UTILIZE ALL ASPECTS EXIT& EXIT ACCESS: OCCUPANT LOAD FACTOR OF THE TAG. BUILDING HEIGHT(TABLE 503) THE REMODEL WORK WITHIN THIS SET OF DOCUMENTS DOES NOT CHANGE THE ALLOWABLE ACTUAL EXITING OF THE BUILDING. REMODELED AREAS DO NOT CHANGE THE OCCUPANCY HEIGHT ABOVE GRADE PLANE (TYPE V-B): 40'-0" 22'-0" TYPE AND IN EFFECT DO NOT CHANGE THE ORIGINAL OCCUPANT LOAD. EXISTING STORIES ABOVE GRADE PLANE (TYPE V-B): 1 STORY 1 STORY EXITS ARE MAINTAINED THROUGH OUT THE BUILDING. MAXIMUM COMMON PATH OF TRAVEL(§ 1014): 75'-0"(W/SPRINKLERS) 5 EXIT ACCESS TRAVEL DISTANCE (§ 1016): BUILDING EXIT SYMBOL A, E OCC.250'-0" (W/SPRINKLERS) 5 DEAD END CORRIDOR (§ 1018): f--- EXISTING EXIT(CAPACITY UNCHANGED) MAX LENGTH 50'-0" EXIT SIGNAGE SYMBOLS z 2) z �f JOHN W. OLE t� POR 000' REGON (� 3529 OF CI CLASSROOM CLASSROOM CLASSROOM CLASSROOM 11 10 9 8 CLASSROOM CLASSROOM L 6 L 6 /�� n Vn T Q C 1 WORK RM WORK RM Oo t CLASSROOM � � 52 � CLAS ROOM v B CLASSROOM Z, t c 4 C o r[NB G STAFF ROOM co o` a� 3: 51 E No CO Cn FARIUM OU-1 G HEALTH RM STAFF ROOM 152S B • 60 100 SF 2 ATRIUM CLASSROOM 3 3 E OCCUPANCY ZONE A CONF. RM 226 SF B CLASSROOM CLASSROOM 3 55,784 SQ. FT. — STAFF TOILETY 15SF 16 14 13 �� 699SF LIBRARY WORKROOM 292 SF B OILET PRINCIPAL STAFF LOUNGE °°SF —a 161 SF B _ C3 ,� n _ 100 SF 2 L i 313 SF -122D B � � � � � - 155E 22 - R q RECEPTION/ADMIN T. M 662 • CLASSROOM WORK RM 100 SF SF 7 B 1 i 15 ATRIUM � - 54 RELOCATED INTERIOR DOOR - LOBBY NEW FA PANEL •. G C101 ea - -- •• •. L .• .. ` oo •• se o. -•o •• r°e � COUNSELING x SPEECH C111 WORK RM CLASSROOM • •• �-; COUNSEL 16 B OFFICE VESTIBULE - ( � �❑ � ❑ CLASSROOM C112 C100 ❑ \ 2 ❑ CLASSROOM 107 z0 SF E MUSIC ROOM B G 2 19 28 ANITO KITCHEN CLASSROOM CLASSROOM 22 27 PE GYM CLASSROOM CLASSROOM OFFICE 17 18 J CAFETERIA A3 OCCUPANCY ZONE B 6,801 SQ. FT. CLASSROOM CLASSROOM WORK RM WORK RM 20 21 ❑ B MARK DATE ISSUEDTO DESCRIPTION j ' STOR. RR G STORAGE Issued: 04/20/2020 Scale: As indicated ATCLASSROOM CLASSROOM CLASSROOM CLASSROOM 24 25 26 STORAGE 23 Copyright 16015 1 NOT IN SCOPE 1 PERMIT SET L Lr, N ❑❑ DURHAM CODE ANALYSIS Lh tel/ PLAN 0 N 01 FIRST FLOOR CODE ANALYSIS PLAN 0 1 1/16" = 1'-0" CD G1 01 . 50 40 30 20 10 0 50 ( 40 I 30 I 20 I 10 I 0 GENERAL NOTES ABBREVIATIONS: 1. BUILDING ELEVATION 100'-0"= EXISTING GROUIND FLOOR ELEVATION REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS D DRYER L LOCKER(S) S SOUTH /SOAP DISH DEFL DEFLECTION LAM LAMINATE(D) S&L SOUND & LIGHT 2. COORDINATE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIAL CHARACTERS DEMO DEMOLITION, DEMOLISH LAV LAVATORY SA SUPPLY AIR FITTINGS OR FIXTURES WITHIN REQUIRED AREAS OR SPACES DEPT DEPARTMENT LB POUND(S) Sc SOLID CORE/SHOWER CURTAIN & AND OF DRINKING FOUNTAIN LF LINEAR FOOT/FEET SCD SEAT COVER DISPENSER 3. REFER TO INTERIOR ELEVATION SHEETS FOR TYPICAL FIXTURE AND L ANGLE DIA DIAMETER LFT LIQUID FLOOR TREATMENT SO SOAP DISPENSER/SECTIONAL DOOR ACCESSORY MOUNTING HEIGHTS. @ AT DIAG DIAGONAL LP LIQUID PROPANE SOT STATIC-DISSIPATIVE TILE CENTERLINE DIM, DIMS DIMENSION(S) LT LIGHT SECT SECTION 4. INTERIOR WALLS TO BE FULL HEIGHT FROM FLOOR TO STRUCTURE DEGREES ON DOWN LV LOUVER SF SQUARE FEET/STOREFRONT 6 UNLESS OTHERWISE NOTED. PJ DIAMETER OR ROUND DR DOOR LWC LINEAR WOOD CEILING SFP STRETCH FABRIC PANELS G t PLUS/MINUS (APPROXIMATE) DR/DRP DRAPERY LWIC LIGHTWEIGHT INSULATING CONCRETE SFRM SPRAYED FIRE-RESISTIVE MATERIAL(S) 6 > GREATER THAN DS DOWNSPOUT LWP LINEAR WOOD PANEL SG SLIDING GLASS < LESS THAN DTL, DET DETAIL SH SHELF DW DISHWASHER MACH MACHINE SHR SHOWER BORA DWG DRAWING MAX MAXIMUM SHT SHEET ABBREVIATION DESCRIPTION MB MARKER BOARD SHTING, SHTG SHEATHING E EAST/EXISTING MECH MECHANICAL SIM SIMILAR AB ANCHOR BOLT/ACOUSTICAL BOARD EA EACH MEP MECHANICAL, ELECTRICAL, PLUMBING SJ SEISMIC JOINT Bora Architects, Inc. ABV ABOVE EL ELEVATION MANF, MFG MANUFACTURE(R)(ING) SL SLIDING AC AIR CONDITIONING/ ELF ELASTOMERIC LIQUID FLOORING MH MOP/BROOM HOLDER SMS SELF TAPPING METAL SCREW 720 SW Washington, Suite 800 ARCHITECTURAL CONCRETE EJ, EXP JT EXPANSION JOINT MICRO MICROWAVE SP SOLID POLYMER Portland, Oregon 97205 ACC FLR ACCESS FLOOR SYSTEM ELEC, ELECT ELECTRIC(AL) MIFRC MASTIC AND INTUMESCENT SPECS SPECIFICATIONS ACCES ACCESSORY(IES) EOS EDGE OF SLAB FIRE-RESISTIVE COATING(S) SS SOLID-SURFACING 503.226.1575 ACT ACOUSTICAL CEILING PANEL/TILE EP ELECTRICAL PANEL MIN MINIMUM, MINUTE(S) SS, SST STAINLESS STEEL ACOUS ACOUSTICAL ELEV ELEVATOR, ELEVATION MISC MISCELLANEOUS ST STONE WWW.bora.co APC ACOUSTICAL PLASTER CEILING EQ EQUAL Mo MASORY OPENING STC SOUND TRANSMISSION CLASS AD AREA DRAIN EQUIP EQUIPMENT MP METAL PANEL STD STANDARD ADDL ADDITIONAL EXIST(E) EXISTING MR MIRROR STL STEEL ADJ ADJUST(ABLE),ADJACENT EXP EXPOSED TO STRUCTURE MTL METAL STOR STORAGE AFF ABOVE FINISHED FLOOR EXT EXTERIOR MULL MULLION STRUC(T) STRUCTURAL AHJ AUTHORITY HAVING JURISDICTION SQ SQUARE AL,ALUM ALUMINUM F FLUSH N NORTH SUSP CLG SUSPENDED CEILING ANOD ANODIZED FA FIRE ALARM NO SANITARY NAPKIN DISPENSER SYM SYMMETRICAL AP ACOUSTICAL PANEL FAS FIRE ALARM/HORN/STROBE NIC NOT IN CONTRACT SYS SYSTEM APPROX APPROXIMATE FB FABRIC NO NUMBER ARCH ARCHITECTURAL FCU FAN COIL UNIT NNO NOT NORMALLY OCCUPIED T, TLT TOILET AV,AN AUDIO VISUAL FD FLOOR DRAIN/FOLDING DOOR NR SANITARY NAPKIN RECEPTACLE TAG, T&G TONGUE AND GROOVE AWP ACOUSTICAL WOOD PANEL FDS FOLD DOWN SEAT NTS NOT TO SCALE TB TACKBOARD/TOWEL BAR FE FIRE EXTINGUISHER TR TREAD BCS BABY CHANGING STATION FEC FIRE EXTINGUISHER CABINET 0' 0/ OVER TC TOP OF CURB BD BOARD/BARN DOOR FF FINISHED FLOOR, OC ON CENTER TEL TELEPHONE 5 BL WINDOW BLIND FACTORY FINISH OD OUTSIDE DIAMETER TELCOM TELECOMMUNICATIONS 5 BLDG BUILDING FFL FINISHED FLOOR LEVEL OFCI OWNER FURNISHED-CONTRACTOR TF TRANSPARENT FINISH BLKG BLOCKING FG FULL-GLAZED INSTALLED TH TOWEL HOOK BM BEAM FH FIRE HYDRANT OFOI OWNER FURNISHED-OWNER INSTALLED TMG TRANSPARENT MIRROR GLASS BO BOTTOM OF FIN FINISH(ED) OH, OPP HND OPPOSITE HAND TO TOP OF BOS BOTTOM OF STRUCTURE FLR FLOOR OP OPERABLE PARTITION TOA TOP OF ASPHALT BOT, BOTT BOTTOM FDN FOUNDATION ORD OVERFLOW ROOF DRAIN TOC TOP OF CONCRETE BR, BRK BRICK FM FIRE MARSHAL TOF TOP OF FLOOR BRKT BRACKET FO FACE OF P, PTD PAINT(ED) TOP TOF OF PLATE/PARAPET BTWN BETWEEN FOC FACE OF CONCRETE PAC PRECAST ARCHITECTURAL CONCRETE TOD TOP OF DECK FOS FACE OF STUD PC PRECAST CONCRETE TOW TOP OF WALL CAB(S) CABINET FOF FACE OF FINISH PFE PORTABLE FIRE EXTINGUISHER TP TOILET PARTITION CB CATCH BASIN FOM FACE OF MASONRY PL PLASTIC LAMINATE/PLATE TPH TOILET PAPER HOLDER CC CURING COMPOUND FOT FACE OF TILE PLUM, PLUMB PLUMBING TS TUBE STEEL/TOWEL SHELF CD COILING DOOR FPS FRONT PROJECTION SCREEN PLYWD PLYWOOD TV TELEVISION CFG CLEAR FIRE-RATED GLASS FRP FIBERGLASS REINFORCED PNL PANEL TYP TYPICAL CG CORNER GUARD/CLEAR GLASS/ PLASTIC SHEET PR PAIR COILING GRILLE FRT FIRE-RETARDANT TREATED PSI POUNDS PER SQUARE INCH UL UNDERWRITERS LABORATORIES INC CH COAT HOOK FT FOOT(FEET) PSF POUNDS PER SQUARE FOOT LINO UNLESS NOTED OTHERWISE CI CAST IRON FTG FOOTING PT PRESSURE TREATED LION UNLESS OTHERWISE NOTED CIG CLEAR INSULATING GLASS FUR FURRED, FURRING PTD PAPER TOWEL DISPENSER US URINAL SCREEN/UTILITY SHELF CILG CLEAR INSULATED LAMINATED GLASS FWTP FABRIC-WRAPPED TACK PANEL PTDR PAPER TOWEL DISPENSER/RECEPTACLE CIP CAST IN PLACE PTR PAPER TOWEL RECEPTACLE/PRINTER VDWC VISUAL DISPLAY WALL COVERING JOHN W. O'TOOLE CJ CONSTRUCTION/CONTROL JOINT G GROUT/GLAZED PWC PLASTIC WALL COVERING/IMPACT- VERT VERTICAL CK CHALKBOARD GA GAGE, GAUGE RESISTANT SHEET WALL COVERING VEST VESTIBULE CL CENTER LINE GALV GALVANIZED VG VISION GLASS POR D, OREGON CLG CLEAR LAMINATED GLASS GB GRAB BAR QB QUARRY TILE BASE VHI VERY HIGH IMPACT CLG, CEIL CEILING GFRC GLASS-FIBER-REINFORCED QT QUARRY TILE VIF VERIFY IN FIELD3529 CLR CLEAR CONCRETE VJ VENTED JOINT /ni O I O CMG CLEAR MIRROR GLASS GLU LAM GLUE LAMINATED R RISER VRB VENTED RESILIENT BASE CMU CONCRETE MASONRY UNIT GP GYPSUM PLASTER RA RETURN AIR CNSK, C-SUNK COUNTERSUNK(SINK) GT GLASS TILE RAD RADIUS W WEST/WASHING MACHINE 4 CO CLEAN OUT GYP BD, GWB GYPSUM (WALL)BOARD RB RESILIENT BASE W/ WITH COL COLUMN RCP REFLECTED CEILING PLAN(S) WB WOOD BASE i}J CONC CONCRETE HB HOSE BIBB RD ROOF DRAIN WC WATER CLOSET/WHEELCHAIR ♦ ♦ 0 CONN CONNECTION HC HANDICAP REF, REFRIG REFRIGERATOR WC, WCV WALL COVERING V s c N CONSTR CONSTRUCTION HDWD HARDWOOD REINF REINFORCE(D)(MENT) WD WOOD • 3 L CONT CONTINUOUS, CONTINUE HDWR HARDWARE REQ'D REQUIRED WOO, WIN WINDOW L 2 , m c CP CEMENT PLASTER HM HOLLOW METAL RESF RESINOUS FLOORING WF WOOD FLOOR(ING) �� 0 Co Y °o CPU CONCRETE PAVER UNIT HOR, HORIZ HORIZONTAL REV REVISION(S)/REVISED WG END-WALL GUARD c CR CURTAIN ROD/ HSS HOLLOW STRUCTURAL SECTION RF RESILIENT FLOORING WM WALK-OFF MAT V♦ Q) `) 0 SHOWER CURTAIN ROD HVAC HEATING, VENTILATING RFT RESILIENT FLOOR TILE W/O WITHOUT Q co (D m CPT CARPET &AIR CONDITIONING RH ROOF HATCH/ROBE HOOK WP WOOD PANEL Lu CS CONCRETE-SEALED/ RM ROOM WRB WEATHER-RESISTIVE BARRIER CONCRETE SEALER ID INSIDE DIAMETER, IDENTIFY RO ROUGH OPENING WS WOOD SIDING/WOOD SEALER CT CERAMIC TILE IN INCH(ES) RPS REAR PROJECTION SCREEN CTG CLEAR TEMPERED GLASS INFO INFORMATION RS ROLLER SHADE XS EXTRA STRONG O o0 CTIG CLEAR TEMPERED INSUL INSULATION RST RESILIENT STAIR TREAD vN INSULATING GLASS INT, INTER INTERIOR R/T RECYCLING/TRASH CW CURTAIN WALL RTU ROOF TOP UNIT 0 U) E JAN JANITOR RWF RESILIENT WOOD FLOOR a co JT JOINT E ami coc s a) o m 7 a) 00 o TARGETS: MATERIAL GRAPHICS: Cnw ROOM NAME AND NUMBER TARGET ASSEMBLY TYPES TARGET MATERIAL HATCHES SYMBOLS 1111111111111110o 0 NAME#1 ROOM NAME#1 BREAKLINE E v a' NAME#2 -- ROOM NAME#2 C CEILING,ASSEMBLY TARGET c I I ACT PIPE BREAK o0 m NUMBER �- - ROOM NUMBER 3DS1 -- WALL ASSEMBLY TARGET (� 3 . � o 3 AREA SF ROOM AREA a) (WHERE APLIES) - REFER TO ASSEMBLY PROPERTY LINE ca 3 o SHEETS ALUMINUM -0 .2 co S ENLARGED DETAIL TARGET w w N DOOR NUMBER TARGET ASPHALT PLAN WALLS 0 - DETAIL VIEW NUMBER o N 0 � o 16mA000 EXTERIOR WALLS&DRAWING SHEET NUMBER 100-1 DOOR NUMBER INTERIOR PARTITIONS /*! (!� BRICK&TILE \V c c SUFFIX/SEQUENCE IN ROOM PARTIAL HEIGHT WALLS 1= - m m ASSOCIATED ROOM NUMBER O C m° BUILDING SECTION TARGET ).` , CARPET 0'-0" =- � TOW p E n m VIEW ORIENTATION THIS SIDEo m CONCRETE m w n ~ 0 0 DETAIL VIEW NUMBER PROJECT ELEVATION TARGET ELEVATION SYMBOLS AND HATCHES A000Ao O DRAWING SHEET NUMBER 100'-0" f - ELEVATION CLOCK T.O.S. ELEVATION QUALIFIER CURTAIN/DRAPERY G (RELATIVE OR ABSOLUTE) WALL SECTION TARGET — TELE ONM OR FIRE ELECTRICAL, SPOT ELEVATION TARGET EARTH 0 NOTIFICATION DEVICE VIEW ORIENTATION THIS SIDE OF CUT LINE 10'-01, -- ELEVATION DETAIL VIEW NUMBER GLASS 0 - A.F.F. ELEVATION QUALIFIER A000 DRAWING SHEET NUMBER (RELATIVE OR ABSOLUTE ) GLASS (ELEVATION VIEW) 2 SPOT OF ELEVATION O O O O 2 0 0 0 o GRAVEL FEC DETAIL SECTION TARGET STRUCTURAL GRID TARGET GROUT/MORTAR � FIRE EXTINGUISHER CABINET VIEW ORIENTATION THIS SIDE OF CUT LINE A -- VERTICAL GRIDS (PRIMARY) - DETAIL VIEW NUMBER GYPSUM BOARD 0 - DRAWING SHEET NUMBER HORIZONTAL GRIDS (PRIMARY) A000 — " - � � f INSULATION, BATT C � - SECONDARY GRIDS (DECIMAL) EXTERIOR ELEVATION TARGET 1 '5 INSULATION, RIGID FOAM BOARD MARK DATE ISSUED TO DESCRIPTION - DETAIL VIEW NUMBER i INSULATION, MINERAL Issued: 04/20/2020 A000 o DIMENSION POINT TARGETS r WOOL BOARD vq I__1- DRAWING SHEET NUMBER �� - - -- CENTERLINE INDICATOR Scale: As indicated -_-I-I-I - - - -I-I-I PANELS; TACK, FABRIC INTERIOR ELEVATION TARGET - DATUM/ELEVATION SYMBOL - - - - - - - - - - WRAPPED DIMENSION POINT SYMBOL 1 - �� DETAIL VIEW NUMBER ___ PLASTIC 4 A000 2 04 SIGNAGE MARKER DRAWING SHEET NUMBER ! STEEL Copyright 16015 1 1 PERMIT SET ARCHITECTURAL NORTH ARROW WOOD: FRAMING, BLOCKING N. ARCHITECTURAL PLAN NORTH WOOD, FINISH ARCHITECTURAL ABBREVIATIONS, - TRUE NORTH WOOD PANEL IN ELEVATION SYMBOLS & NOTES N CD PLYWOOD A001 0 N V 50 40 30 20 10 0 I 50 I 40 I 30 I 20 I 10 I 0 TYPICAL WALL ASSEMBLIES: TYPICAL HEAD DETAILS: GENERAL NOTES 1. BUILDING ELEVATION 100'-0"= EXISTING GROUIND FLOOR ELEVATION 2. COORDINATE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER FITTINGS OR FIXTURES WITHIN REQUIRED AREAS OR SPACES 3. REFER TO INTERIOR ELEVATION SHEETS FOR TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS. 6 4. INTERIOR WALLS TO BE FULL HEIGHT FROM FLOOR TO STRUCTURE 6 UNLESS OTHERWISE NOTED. (E)VENEER PLASTER BOARD - (E)VENEER PLASTER BOARD @ UNDERSIDE OF (E)TJIs,TYP @UNDERSIDE OF (E) TJIs, TYP (1) LAYER GYPSUM BOARD ACOUSTICAL SEALANT 2X FRAMING SEE STRUCTURAL EACH SIDE ACOUSTICAL SEALANT BOR MTL FRAMING RFI-002 - CONT METAL DEFLECTION TRACK, EACH SIDE Bora Architects, Inc. ACOUSTICAL INSULATION (SLOTTED W/2 1/2"FLANGES) ASSEMBLY LEGEND g CONT METAL DEFLECTION TRACK, 720 SW Washington, Suite 800 (SLOTTED W/2 1/2" FLANGES) AT PACK SPACE BETWEEN METALPACK SPACE BETWEEN METAL WALL TYPES SYMBOL: WOOD STUD SIZE KEY: Portland, Oregon 97205 DEFLECTION TRACK AND WOOD DEFLECTION TRACK AND WOOD 503.226.1575 FRAMING WITH BATT INSULATION FRAMING WITH BATT INSULATION 41 =WALL TYPE CODE H =2x2 n�1 NON RATED PARTITION SEE PLANS FOR WALL TYPE - - E = STUD SIZE, REFER J =2X4 u - SEE PLANS FOR WALL TYPE TO STUD SIZE KEY K=2X6 www.bora.co L=2X8 SEE ALSO STRUCTURAL DETAIL SEE ALSO STRUCTURAL DETAIL 1 =TOP OF WALL 14/S401.A TYPICAL 111 CONDITION REFER TO TOP 02— NON-RATED ACOUSTICAL PARTITION 14/S401.A, TYPICAL OF WALL CONDITION KEY METAL STUD SIZE KEY: 39 H 2x2-1/2 n ACOUSTICAL HEAD PERP TO (E) JOISTS n ACOUSTICAL HEAD PARALLEL TO (E) JOISTS INDICATES LEFT SIDE OF J =2X4 ASYMMETRICAL ASSEMBLY K=2X6 wa 3" = 1'-0" J0 3" = V-0" 15E3 L=2X8 E-= EXTERIOR WALL RFI-002 E12 5 (EACH SERE GYPSUM BOARD CEILING 5 SYMBOL: _ MTL FRAMING RFI-002 TYPICAL SILL DETAILS: C01 ACOUSTICAL INSULATION AT p4 ASSEMBLY NOTES ` 1. GYPSUM BOARD TO BE TYPE"X", 5/8"THICK, UNLESS OTHERWISE NOTED. 2. DIMENSIONS ARE TO FACE OF GYPSUM BOARD FINISH UNLESS OTHERWISE NON-RATED PARTITION NOTED. u� J SEE PLANS FOR - - SEE PLANS FOR WALL TYPE WALL TYPE 3. REFER TO STRUCTURAL DRAWINGS FOR WOOD FRAMING DETAILS AND INFORMATION. �-1 NON-RATED ACOUSTICAL PARTITION w- ACOUSTICAL SEALANT CONT. SILL PLATE-ANCHOR 4. FINISH MATERIALS SUCH AS CERAMIC TILE, PANELING, ETC.ARE NOT EACH SIDE TO FLOOR SHOWN AS AN INTEGRAL PART OF WALL TYPE. REFER TO ROOM FINISH TAGS ONDOREGON AND INTERIOR ELEVATIONS. 5. WHERE CERAMIC TILE IS SCHEDULED, REPLACE GYPSUM BOARD WITH TILEBACKING BOARD. 6. ALL PENETRATIONS THROUGH ACOUSTICAL WALLS TO BE SEALED. � 44 ACOUSTICAL SILL DURHAM 34 NON TED SILL DURHAM 352919 OF 4 SEE PLAN FOR (2) LAYERS GYPSUM BOARD LOCATION OF 4 }+ LEFT SIDE OF //U♦♦ ASSEMBLY -- — MTL FRAMING RFI-002 CEILINGS : L (1) LAYER GYPSUM BOARD ACOUSTICAL INSULATION AT pg GRID SUSPENSION SYSTEM @ 24"O.C. MAX p METAL STUD CEILING FRAMING � METAL SUSPENSION PROVIDE FRAMING MEMBER O 0 v �1 NON-RATED PARTITION SYSTEM SECTION &THICKNESS PER O v N I PUBLISHED CEILING rn 05- SPAN TABLES TO MAINTAIN � r o U240 MAX DEFLECTION. o v C o` c NON RATED ACOUSTICAL PARTITION LHE BHT CLG HT Co uo- 40 \ HEIGHT CLG HT — (5 .9 HEIGHT Lu ^ ~ LAY-IN CEILING PANEL (1) LAYER GYPSUM BOARD (1) LAYER GYPSUM BOARD NOTE: WHEN LAY-IN CEILING USED AS RETURN }/�+ AIR PLENUM PROVIDE RETENTION CLIP ♦V PER MANUFACTURER'S INSTRUCTIONS 3 SUSPENDED GYPSUM BOARD CEILING C7 FRAMED GYPSUM BOARD CEILING 3 C1 SUSPENDED LAY-IN CEILING (2) LAYERS GYPSUM (E)WOOD CEILING JOISTS BOARD EACH SIDE (E)WOOD CEILING JOISTS ---- MTL FRAMING RFI-002 Cum ♦ ��- - ACOUSTICAL INSULATION f I_ GYP. BD. 12 GAMIN SUSPENSION COMPRESSION STRUTS & 12 GA MIN SPLAYED AT pg WHERE OCCURS WIRES, EXTEND TO BRACING WIRES, WHERE REQUIRED �CLG HT V.I.F. CLG HT V.I.F. STRUCTURE ABOVE, SEE YSEE RCP SEE RCP CROSS RUNNERS @ TYPICAL ATTACHMENT COMPRESSION STRUT SCHEDULE 24"O.C.MAX. DETAIL NON-RATED PARTITION (1) LAYER GYPSUM BOARD (1) LAYER GYPSUM BOARD TYPE LENGTH O7— OVER (1) LAYER OF PLYWD - 6"X 22GA STRAP v SHEATHING, SEE STRUCTURAL @ STUD WALLS 1/2"EMT CONDUIT UP TO 5'-10" 3/4"EMT CONDUIT UP TO 7'-8" NON RATED ACOUSTICAL PARTITION 1" EMT CONDUIT UP TO 9'-9" 08- 44 C9 WOOD FRAMED GYPSUM BOARD CEILING 671 WOOD FRAMED GYP BD CEILING W/ PLYWD SHEATHING ILI I I I I 1 (1) 1 5/8"20 gauge STUD UP TO 12'-0" PERIMETER CLOSURE ANGLE AND ICC ES MAIN RUNNERS (1)2 1/2"20 gauge STUD UP TO 13'-6" TESTED, SEISMIC CLIP LAY-IN CEILING PANEL Back-to-back UP TO 15'-0" SYSTEM 1 5/8"20 gauge STUD 8"OR 1/4 LENGTH OF END SPAN 4'-0"O.C. MAX REMOVE(E) GYPSUM BOARD 12'-0"MAX Back-to-back AS NECESSARY AND REPLACE WHICHEVER IS LEAST EA. WAY 2 1/2"25 gauge STUD UP TO 15'-0" 2 WITH (1) LAYER NEW GYPSUM 6'-0" MAX 2 BOARD NOTE: LENGTHS OVER 15'-0" REQUIRE STRUCTURAL REVIEW REPLACE (E) INSULATION WHERE DELEGATED DESIGN SUSPENDED CEILING SYSTEM REMOVED (E) FRAMING AND OTHER ASSEMBLY LAYERS TO CEILING - SUSPENDED LAY-IN CEILING DURHAM REMAIN TYPICAL FLOOR TRANSITIONS : 10 NON RATED RENOVATED WALL MARK DATE ISSUED TO DESCRIPTION Issued: 04/20/2020 Scale: As indicated MATERIAL TRANSITION MATERIAL TRANSITION MATERIAL TRANSITION RUBBER REDUCER / AT CENTERLINE OF METAL REDUCER / AT CENTERLINE OF CARPET AT CENTERLINE OF DOOR, WHERE N DOOR, WHERE CARPET �< TRANSITION DOOR, WHERE TRANSITION / BUTT JOINT —� OCCURS OCCURS OCCURS �l \ (1) LAYER SHEAR WALL PANEL. \\ - WHERE NO DOOR \ / WHERE NO DOOR \ WHERE NO DOOR OCCURS, SEE FINISH WALK-OFF MAT, OCCURS, SEE FINISH SEE STRUCTURAL CARPET TILE; - OCCURS, SEE FINISH RESILIENT / PLANS FOR LOCATION SEE FINISH �- SEE ROOM FINISH \ i PLANS FOR LOCATION FLOOR; � PLANS FOR LOCATION SCHEDULE SEE FINISH SCHEDULE - --- NEW ACOUSTIC INSULATION r AT 12 OR (E)TO REMAIN SCHEDULE FTILE IN SH FLOORSEE; CARPET TILE, SEE 1 Copyright 16015 RESILIENT FLOOR, % % SEE ROOM FINISH / FINISH SCHEDULE / s SCHEDULE PERMIT SET (E)WOOD FRAMING TO REMAIN 1jl L FLOOR ASSEMBLY s .. FLOOR ASSEMBLY - FLOOR ASSEMBLY d - - - - - - (E)WALL BOARD AND FINISHES C To REMAIN WALL ASSEMBLIES & TRANSITION - CARPET TILE TO RESILIENT FLOOR DETAILS / CEILING NON-RATED PARTITION DURHAM TRANSITION - RESILIENT FLOOR TO TILE DURHAM TRANSITION - WALK OFF MAT TO CARPET TILE DURHAM ASSEMBLIES 0 11 51 3" = 1'-0" 41 3" = 1'-0,. 31 3" = 1'-0" N o NON RATED PARTITION A*002 * C N 12 v 50 1 40 30 1 20 10 0 50 I 40 I 30 I 20 I 10 0 DEMOLITION NOTES 1. THE PURPOSE OF THE DEMOLITION DRAWINGS IS TO OUTLINE A GENERAL DIRECTION OF WHAT NEEDS TO BE REMOVED TO ACCOMPLISH THE WORK. WORK SHOWN IS DIAGRAMMATIC IN NATURE AND NOT INTENDED TO BE ALL INCLUSIVE. VERIFY EXISTING CONDITIONS BEFORE BIDDING AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION, WHETHER OR NOT SHOWN ON DRAWINGS, TO ACHIEVE DESIRED RESULTS INDICATED 6 ON DOCUMENTS FOR COMPLETED WORK. D-H D-F D-C D-B/ 2. COORDINATE PHASING OF DEMOLITION WORK WITH OWNER PRIOR TO 6 COMMENCING. 36-0-- 35'-0" BORA 3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER CONSULTANTS' DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION. 4. REFER TO ENVIRONMENTAL REPORT FOR ABATEMENT OF HAZARDOUS Bora Architects, Inc. 4 MATERIALS. 720 SW Washington, Suite 800 5. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT EXISTING Portland, Oregon 97205 STRUCTURES DURING DEMOLITION AND CONSTRUCTION. 503.226.1 575 i� 6. NOTIFY ARCHITECT IN ADVANCE OF CUTTING, ALTERATION OR D-$ — — — — — — — — — — — — — — — — — — — — — — _ D-5 EXCAVATION WHICH MAY EFFECT THE STRUCTURAL STABILITY OF ANY www.bora.co -`' PORTION OF EXISTING STRUCTURES. 7. USE DUE CARE TO MINIMIZE DAMAGE TO EXISTING WORK WHICH IS TO REMAIN. REPLACE, REPAIR, PATCH, AND REPAINT AS REQUIRED WORK DAMAGED, MODIFIED OR AFFECTED BY DEMOLITION WORK. 8. PROTECT INTERIOR OF EXISTING BUILDING FROM CONSTRUCTION DUST, NOISE AND WEATHER. 9. PROTECT EXISTING LANDSCAPING TO REMAIN. 10. COORDINATE WITH OWNER AND SCHEDULE IN ADVANCE I INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE PROTECTION, JPLUMBING, COMMUNICATION AND OTHER SERVICES, WHICH MAY AFFECT 5 — — — — — — — — — —_ —_ ,_ — — — — — — — — — — — — — / FACILITY OPERATIONS OR OTHER BUILDINGS NEARBY. 5 I \ 11. REMOVE OR CAP CONDUIT AND PIPING FROM ABANDONED UTILITIES. �� _. w _......_ :_`_ „ _W (P _- 12. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORE THEM UNTIL w REINSTALLATION. REPLACE ITEMS DAMAGED DURING REMOVAL OR i STORAGE WITH SIMILAR OR COMPARABLE ITEMS AS APPROVED BY THE I! , ARCHITECT. ARCHITECT TO REVIEW ALL REUSED ITEMS PRIOR TO I I REINSTALLATION. I 13. COORDINATE WITH ARCHITECT DEMOLITION AND RECONFIGURATION OF FIRE SPRINKLER LINES AND HEADS. I 14. SALVAGE CASEWORK, DOOR HARDWARE, CORES, LOCKSETS, AND TOILET ACCESSORIES, UNLESS OTHERWISE INDICATED OR DIRECTED BY OWNER. 15.TRIM OR REMOVE SHRUBS ADJACENT TO NEW WINDOWS AS REQUIRED. NOT IN SCOPE COORDINATE EXTENT OF TRIMMING WITH OWNER. I I i I �f � I I JOHI! �'TDOLE POP 111, NEGOPI NOT IN SCOPE -' 3529 g A OF 0 4 4 a--+ D-7 — — — — — — — I I I I I L Cn CREATE OPENING FOR NEW DOOR --------- 0 O O O O O O O — O � N — — — — — — — — — co �/U� E - - - - - - - - - - - - - T o w ZDEMO (E) \ \ FACP r� I DEMO (E) DOOR AND }+ RELITE SYSTEM CU 3 3 CIO — — — — — — — — — — — — — — — — — — — — —� — — - — — — ca Lm— _ - — — — — I I I I I I jv, I I I I I I I I I I I I 2 I I 2 I I 1D0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1D 0 MARK DATE ISSUED TO DESCRIPTION NOT IN SCOPE — Issued: 04/20/2020 Scale: As indicated D-11— D-11 I I I I I I 1 1 Copyright 16015 30'- 0" 10'-0" 8'-0° I, 17'-0" 35'-0^ PERMIT SET a Ln DEMOLITION PLAN - D-H D-F D-E D-D D-c D-B; CN ENTRY/ADMIN v C) ENLARGED ENTRY/ADMIN DEMO PLAN CD N = , AD1 11 OC N V 50 40 30 20 10 0 50 I 40 I 30 I 20 I 10 I 0 6 6 B A REQUIRED PERMIT APPLICATION INFORMATION: Bora Architects, Inc. MAP AND TAX LOT#: 720 SW Washington, Suite 800 2S113B000300 Portland, Oregon 97205 ZONING: 503.226.1575 R-12 (HR) — SITE ADDRESS: www.bora.co — 7980 SW DURHAM ROAD TIGARD, OREGON 97224 PROJECT NAME: DURHAM ELEMENTARY FIRE ALARM UPGRADE APPLICANT NAME: MARK SCHOPMEYER, BORA ARCHITECTS APPLICANT PHONE NUMBER: 503-396-1831 5 5 MAIN FA m_ JOHN W. O'TOOLE POR D, OREGON F9 352 OF Og 4 4 ♦--+ V C0 0 0 ° ° Cf) E L C � D d Co O E Uj ICU 1 }� I � 111.0 3 -- o 3 RS I K ICU Aw l UL 1 a I. a X E R a-r NOW iu , ymm_�_ ._-. .: . ..._ .. ...., .._ ... � :e .:.... ......-�: _< 'gym ,: . ... .........,.<, : .. ._.r.. ,_ys_ -,. � ..._. _,._�' ,r a _.._.. __ _ �:-.... ..,... _._ -� ___ - " xx..,,... `}5_ ._. � ,:. }..... .._,.:: ._ , .. .i: .....z. ...:: "..»..:, .wr ,... -.... .;i: :._.._ ...:.a. 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DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN THOSE AREAS. 4. PROTECT EXISTING LANDSCAPING, UNLESS OTHERWISE NOTED. Bora Architects, Inc. 720 SW Washington, Suite 800 S.(E) CORNER GUARDS TO REMAIN UNLESS OTHERWISE INDICATED. Portland, Oregon 97205 503.226.1575 www.bora.co 5 5 D-L.1LD- .2LD 3LD 4 D-L D D-J D (D-G D DE DID DC DB T T Dpi D-1 — JOHN W. O'TOOLE POR D, OREGON CLASSROOM CILASSROOM CLASSROOM 3529 9 8 OF pg CLASSROOM CLASSROOM CLASSROOM 10 5 4 4L 4 D-1.0 — — — — WORK RM WPRK RM m V - i CLASSROOM 52 �LASSROOM 12 7 CLASSROOM • B G 4 STAFF ROOM ATRIUM 51 O o v O E EFN- co ' D-4 — — — — — — — — V ATR( M STAFF ROOM CLASSROOM 1 ♦/� N C' o J 50 3 11LC 0 Lt1 � ~ (CLASSROOM CLASSROOM r • •� 14 13 — — — — — �--� —I — — LOILE • D-5 3 LIBRARY ' WORK C1 OO�TAFF TOIHEALTH R i —I}—i— III_ _ C110C105 CONE. 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PROVIDE 1" FIR PLYWD BACKING FOR ALL WALL HUNG TOILET ACCESSORIES. 3. DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS BORA OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN OSE AREAS. 4HPROTECT EXISTING LANDSCAPING, UNLESS OTHERWISE NOTED. Bora Architects, Inc. I I I I I i 5. (E) CORNER GUARDS TO REMAIN UNLESS OTHERWISE INDICATED. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 _ D-5 — --r — — — — — -- — — i — — — — — — — — — — — — — — — �` www.bora.co EC1 I C107-2 c106-1 5 D-s - - - - p 5 o o - - - �� U NEW FACP I I I LOCATION 4 I A601.0 C103-1 J C104-1 , Ir I � I NOT IN SCOPE "DOREGON(E) STORAGE ISLAND7. NOT IN SCOPE 3529 N OF 0 I I C108-1 I 4 D-7 44 - - - - - � - �D 77 I I I I S I I •L) U L Cn I I I I I I C101-E1 PATCH/ o PAINT _._ I WALL C100-1 I C100-E4 O O I O O U gg w El E o— — — — — — — — — — — r E o � L PATCH i � o I U CARPET TO ALIGN F.O. I m co MATCH CPT-1 FINISH W/ (E) 0 LLI � C109-1 C100-2 C100-E5 • I I 3 A601.0 I I }/ 11— 08K 3 3 t� ALIGN F.O. I I FINISH W/ (E) 1 __ _ __ __ L I I I N I I I I C I I I I I I I CIO I I I I 2 I s 2 D-9.M — — — — - — — — I — — — — T — — — — — — — — — — I — — — �9. I D-10 X=7F- - - - - - - - C109-2 ( NOT IN SCOPE I MARK DATE ISSUEDTO DESCRIPTION 3 Issued: 04/20/2020 7I € I I I I Scale: As indicated D-11— — — — — - — — — — — — — — t- - — — — — — — — — — — — — — D�11 I I I I I I I I I I Copyright 16015 1 I I I I I I I 1 PERMIT SET 00 1:3- (D-G FLOOR PLAN - D-H Lh D-F D-E D-D D-c D-B � N ENTRY/ADMIN v CD ENTRY/ADMIN FLOOR PLAN 0 Cq 14" A111 * C 50 40 30 20 10 0 50 I 40 I 30 I 20 I 10 0 CEILING PLAN NOTES 1. REFER TO ASSEMBLY SHEET FOR CEILING ASSEMBLIES. 2. REFER TO ROOM FINISH TAGS IN FLOOR PLAN FOR CELING FINISH 3. STRUCTURAL STEEL, MISCELLANEOUS STEEL, FIREPROOFING, DUCTWORK, MECHANICAL AND SPRINKLER PIPING, ELECTRICAL CONDUIT AND THEIR SUPPORT SYSTEMS TO BE PAINTED UNLESS OTHERWISE NOTED AT ROOMS I AREAS WHERE EXPOSED TO VIEW. 6 4. VERIFY FINAL PLACEMENT OF SPRINKLER HEADS WITH FIRE MARSHALL 6 APPROVED SPRINKLER DRAWINGS. HEAD PLACEMENT IS TO BE SYMMETRICAL WITHIN SPACES WHEN POSSIBLE AND CENTERED WITHIN CEILING TILES. BORA D-H (D-G D-F D-C D.B 5. ALIGN LIGHT FIXTURES, SPEAKERS, SMOKE DETECTORS, SPRINKLER HEADS AND OTHER DEVICES AS INDICATED ON THE DRAWINGS. VERIFY PLACEMENT WITH ARCHITECT FOR DEVICES AND FIXTURES NOT SHOWN. Bora Architects, Inc. 6. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE CEILING AT 4'-0" 720 SW Washington, Suite 800 ON CENTER MAXIMUM WHERE REQUIRED AT SOFFITS, COVES, PARTITIONS, Portland, Oregon 97205 AND OTHER ASSEMBLIES WHETHER OR NOT INDICATED ON DRAWINGS. 503.226.1 575 _ — CEILING LEGEND www.bora.co - — I LIGHTING AND EQUIPMENT SYMBOLS — - — 2X4 LIGHTING, SEE ELECT. , I I > DOWNLIGHT, SEE ELECT. II O STRIP LIGHTING, SEE ELECT. E � 5 { i EXHAUST 1TYPICAL I ® GRILLESMECHANICAL 5 SUPPLY RETURN D-6 — — — — — — — — — — — - CEILING-MOUNTED PROJECTOR, OF01. r -I _.... - o L PROVIDE MOUNTING HARDWARE. SNAP AV STRONG MOUNTS SM-CEILING-SCA-WH SNAP AV STRONG MOUNTS SM-PROJ-XL SNAP AV FIXED EXTENSION POLE SM- FIXPOLE-36-BLK, LENGTH AS REQUIRED SUBMIT MOUNTING HARDWARE PRODUCT DATA. SEE AV FOR CONNECTIONS. JOHN W. O'TOOLE it NOT IN SCOPE EXISTING i POR D, OREGON I I I c1A3529 9'-6"A.F.F. 3 4 NOT IN SCOPE I 4 Da - I - - - - - - - - - - I 0 C/) E CID E O ami C F .... -_ -._ TI — — — — _ — — I — — — — — — — — - — — — — —� — o w ---------- ------ - —� I D-8 --- it -' NEW RS-1 ON DOOR I i 3 EXISTING E C3 ) i 3 \V I 10'-0„A.F.F. EXISTING 9._0"A.F.F. I ' /1 --�— _ _ - - - - ->— ----- B - - -- D-8.,r — — — — — D-9 — — — — — — — - - - - - - - - - - - — - - — — — — — — — D-9 I i I E r 1-7 D-9.L II ! — — — — — — — — — — -- — — — — — — T — — — �.-9.L � i I � I I 2 I � I I 2 I D-9."� — — — — — — — — — — — — — — — — — — — — — -9.M s — — — — — — — — — — — — — — — — — — — — — — — — D-10 MARK DATE ISSUED TO DESCRIPTION Issued: 04/20/2020 II NOT IN SCOPE Scale: As indicated I I I I I I I h1l, 1 I I .... � 1 copyright - 16015 PERMIT SET 75 CIO 1;4- REFLECTED CEILING D-H (D-G! N PLAN - ENTRY/ADMIN 0 N 0 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN Al 31 • C 0 1 CIA 1/4" = 1'-O" 50 40 30 20 10 0 50 I 40 I 30 I 20 I 10 0 DOOR SCHEDULE - DURHAM DOOR SCHEDULE NOTES DOOR FRAME 1. REFER TO SPECIFICATION SECTION 08 71 00 Fire Frame FOR HARDWARE GROUPS. COORDINATE Revision Number Hardware Profile Rating Width Height Material Finish Glass Type Profile Material Finish Comments HARDWARE WITH DOOR PROFILE, SIZE,AND CONSTRUCTION. N-- E V_ �j Y 6 Q � g o C111-1 10 FG NR 3' - 0" 6' - 8" WD TF CTG-1 HM-01 HM P-3 2. PAINT INTERIOR HOLLOW METAL DOORS AND 6 o = io Q a FRAMES TO MATCH COLOR OF ADJACENT WALL °J a0 x x x U.N.O. ON DOOR SCHEDULE. h ih U M a g a 3. SEE SHEET A002 FOR TYPICAL FINISH FLOOR BORA TRANSITIONS AT DOORS. F- FLUSH NG- NARROW GLAZED VG -VISION GLAZED FG- FULL GLAZED TYPICAL DIMENSIONS F2-PAIR NG2-PAIR VG2- PAIR FG2-PAIR Bora Architects, Inc. LEGEND - DOOR PROFILES 720 SW Washington, Suite 800 DOOR ABBREVIATIONS PortlandOregon 97205 503.226..1575 (E) EXISTING WWW.bora.c0 F FLUSH FF FACTORY FINISH FG FULL-GLAZED G GLAZED GALV GALVANIZED HM HOLLOW METAL NG NARROW GLAZED NR NON-RATED P PAINT TF TRANSPARENT FINISH VG VISION GLASS WD WOOD DOOR WIDTH 5 SEE SCHED 5 DOOR SCHEDULE COMMENTS A. DOOR IS PART OF WINDOW SYSTEM, VERIFY DOOR PER SCHEDULE SIZE WITH WINDOW/RELITE SCHEDULE OR EXTERIOR/INTERIOR ELEVATIONS. HOLLOW METAL B. ELECTRONIC LOCK FOR ACCESS CONTROL- DOOR FRAME, COORDINATE CONDUIT AND POWER PAINTED 2 REQUIREMENTS WITH OWNER, ELECTRICAL x o - AND SECURITY. INTERFACE WITH EXISTING ADJACENT WALL c� w COMPONENTS WHERE REQUIRED FOR A FULLY u, x WHERE OCCURS x N FUNCTIONAL SYSTEM. K w _ o C. NOT USED 1 D. PROVIDE PANIC HARDWARE 601. I f E. PAINT INTERIOR OF DOOR AND FRAME ONLY. EXTERIOR OF DOOR AND FRAME TO BE (E). JOHN k O TOOLE F. EXISTING CARD READERS AND ACCESS CONTROL TO REMAIN. FOR D, OREGON G. ELECTRONIC LOCK WIRED TO (2) RELEASE 3529 eF BUTTONS AT RECEPTION DESK. SEE TELCOM On O� HM-01 L��� �L DRAWINGS. BUTTONS ALLOW EGRESS TO r LOBBY. INGRESS TO OFFICE IS ALWAYS TYP HOLLOW w Z DIM PT ALLOWED EXCEPT WHEN MANUALLY LOCKED. g 4 4 METAL FRAME wn a H. MAGNETIC HOLD-OPEN WIRED TO (2) BUTTONS AT RECEPTION DESK. SEE TELECOM DOOR PROFILES 1 DOOR JAMB AT TYP. INTERIOR WALL DRAWINGS. BUTTONS RELEASE HOLD-OPEN, 2 V 1/2" - 1 -O° 3„ = 1 -O" ALLOWING DOOR TO CLOSE AND LOCK. • L 'mJ V♦ 0 O O L ' N rn E �^ ` ` C EC6 > O ♦ ^ CO 3 3 CID i L CC 2 2 NEW FACP; SEMI-RECESSED; MARK DATE ISSUEDTO DESCRIPTION P-11 CONCEALED CONDUIT. MODIFY P-2 WALL FRAMING AS REQUIRED. Issued: 04/20/2020 Scale: As indicated ALIGN 1 FWTP-1 Copyright 16015 PERMIT SET ROOM SIGNAGE; TYP RB-1 — P-1 CD P 1 ' ,2 D., RB ' r- D" ELEVATIONS, DETAILS, v4 RECEPTION - WEST 3 LOBBY - SOUTH v 1/4" = 1'-0" 1/4" = 1'-0° AND DOOR SCHEDULE 0 N A601 * C 50 40 30 20 10 0