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Plans (4) BUP2014 00006 13 12 12 j 21-610 8.0 8.0 8.0 -V 41-6 1/2" 4'-0 1/4" NEW PLASTIC LAM. 1 1/2 EQ 1 1/2 EQ 7777rSOFFIT ABOVE NEW PLAM SOFFIT NEW UPPER / \ CASEWORK WITH / \ \ VALANCE / \ / / \ NEW UPPER CASEWORK ":7 d v iv PL-3 CAP WITH \- - - -/- - - - WRAP COUNTER PAINTED REVEAL \ / / \ / AROUND EXISTING 7 b O ® NEW 4"BACKSPLASH WINDOW FRAME A-5 A-0 _® AND COUNTERTOP - NEW COUNTER ® (oNEW BASE b 6 - BRACING AS - - CASEWORK REQUIRED. BRACING AS D ® MAX. 48"O.C. •® ®® - b �® - ®® - Q �� _ REQUIRED. + N - N - 0� ®® - i,;) - - MAX. 48"O.C. NEW BASE iv CASEWORK NEW BASE JO AN R 0, t CASEWORK 2'-6" L 1'-6" +/-2'-6" 1'-3" 8'-3 3/4" 1'-3" 3/ " 11'-5 1/4" 4'-6 12" 1'-6" 4'-8 1/2" 1'-6" 3'-8 1/4'01 01 01 e • ,. 11 7 5 16 17 16ND, 8.0 8.0 8.0 8.0 8.0 _ 8.0 8.o 1 . LANE - TYPICAL 2. STATION - 116 3. STATION - 116 4. PROVIDER OFFICE - 118 OF SCALE: 3/8"= V-0" SCALE: 3/8"=V-0" SCALE: 3/8"= 1'-0" SCALE: 3/8"=1'-0" 12 12 13 7-7114 1'-2" 7'-11/4" 8.0 1'-2" s'o 9'-51/4" 3 1 a 3 EQ 2 1/2 EQ NGLE 4 EQ. 1 *N - 2mD NEW PLAM NEW PLAM SOFFIT SOFFITt/Z D, R/ \ \ / \ \ \NEW UPPER / \ / \ I I \ -�`- � -,� / NEWUPPER1 CASEWORK b� - - �'- - - - / L CASEWORK WITH NN /NN (V CV \ - - -f `� -f - / N VALANCE OF \ / \ / \ / \ / \ / / - NEW NEW A N D E R S O N BRACING A5 � b BACKSPLASH o BACKSPLASHb REQUIRED. bMAX. 48"O.C. AND COUNTER AND COUNTER DABROWSKI \ BRACING AS - BRACING AS ARCHITECTS NEW \ - REQUIRED. ----"" - REQUIRED.MAX. 48"O.C.COUNTER �t 9 - Q® � MAX. 48"O.C. NEWBASE CASEWORK 09 L-2'-6" 4'-11 1/4" 2'-6" 2'-6" 2'-11 1!4" 1'-6" 2'-6" 4'-6 3/4" 1'-11 1/4" 1'-3" 3'-5" 4'-0" 1'-3" 5 5 7ANGLED ANGLED 57In 8.0 B 8.0 8.0 C 8.0 A 8.0 A8.0 B 4. PROVIDER OFFICE (CONTINUED) - 118 5. TECH STATION - 127 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" Portland Office: 1430 SE 3rd Ave, Ste 200 14 12 Portland, OR 97214 s'0 2'-5 1/4" 3'-7" 8'0 T: 503) 239-7377 � O.C. F: 503) 239-7327 1 1/2 EQ NEW 48"LIGHT FIXTURE � SOFFIT QM N 18" _ NEW UPPER 36" 6" 41-00' le CASEWORK 12" 42" A-1 - - - - - www.ADarchitects.com A-2 A.6 I- - - - - � CY) 1811 - I RF-1 I �IWINGS,AND ALL PLAN SETDESIGNS, FORTH ON THESE HESE SHEETS ARE OWNED BY A-1 A-3 ao A-5 M-1 NEW 4 AND ARE THE PROPERTY OF ANDERSON DABROWSKI A-4 Q � �? BACKSPLASH ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF % ® °o I ® I ®I A-0 A-5 N AND COUNTER SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION L-1 X WP_1 OF ANDERSON ABR WSKII ARCHITECTS,LLC,IS S2 WC-1 `� ¢ a ` W- NEW BASE b (SEE FINISHES) ® EyeHealth Northwest %5" MIN Z g 1 M ® ® ® CASEWORK Tigard Medical Center Remodel M M N i; L i i N 15298 Southwest Royalty Parkway ti Tigard, OR 97224 S3 TRUEBRO REQUIRED 8" 6" 3'-0" 2'-3 3/4" 1'-4 3/4" 2'-3" SCORCH 18"MIN 36" MAX. CLEARANCES MIN I CLR. oq 5 11 IN. COnStfUCtlOn DOCIInIentS GUARD A B 17"-19" C 8.0 A8.0 Revisions: 6. TOILET - 128 7. BREAK ROOM - 129 8. JANITOR'S CLOSET - 131 SCALE: 3/8"=V-9' SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" Date: 01/07/14 Scale: 3/8"= 1'-0" Project No.: AD13127 File Name: AD13127A7.4 b Drawn By: BKC/SJS 'v Checked By: JMA 4'_0" 4-_0,1 4'_0 RESIN PANEL RESIN PANEL - Jurisdiction Approval: SEE FINISH - L PANEL SEE FINISH SEE FINISH SCHEDULE A7.0 0 RESIN SCHEDULE A7. o� SCHEDULE A7.0 SCHEDULE A7.0 V- fi X5.1 .:: PL-3 SS 1 PL-3 PL-3 PL-3 % SS 1. . SS-1 :. .. , N N N (V 17 17 17 17 Sheet Title: 8.0 A 8.0 B 8.0 A 8.0 B INTERIOR ELEVATIONS 9. SUB-WAITING ROOM - 135 10. AR - 137 SCALE: 3/8"=1'-0" SCALE: 3/8"=V-0" Sheet No.: A7.4 7+- SOFFIT BEYOND c� 1z b 2CF - - - - -- - - - - 3 1/ " 4'-0" V-10 1/4" 4'-0" 3 1/ " RESIN PANEL RESIN PANEL SEE FINISH s SEE FINISH ARTWORK ( RESIN PANEL SCHEDULE A7.0 SCHEDULE A7.0 SEE FINISH OFOI SCHEDULE A7.0 SS-1 PL-3 ( ( SS 1 PL-3 55..1 . . .: J. A �f►�L - - - - - - - - - � AN RS N i� DF-1 OF 0 2'-012" 4'-512" 3'-111/4" . 18.0 17 17 tet` ; A s.o B s.o OD 1 . FAMILY WAITING - 148 2. HALLWAY - 14711 kto'I" SCALE: 3/8"=V-0" SCALE: 3/8"= 1'-0" J A E* • chi OF 0 b N ANDERSON DABROWSKI ARCH ITECTS LLC RESIN PANEL SEE FINISH SCHEDULE A7.0 b o Portland Office: 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 T: (503 239-7377 . F: (503) 239-7327 8.0 3. FAMILY WAITING - 148 www.ADarchitects.com SCALE: 3/8"= V-0" ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. EyeHealth Northwest Tigard Medical Center Remodel 15298 Southwest Royalty Parkway Tigard, OR 97224 Construction Documents Revisions: Date: 01/07/14 Scale: 3/8"= V-0" Project No.: AD13127 File Name: AD13127A7.5 Drawn By: BKC/SJS Checked By: JMA Jurisdiction Approval: Sheet Title: INTERIOR ELEVATIONS Sheet No.: A7.5 7. G TT-1 1 p" 2'-6" TT-1 1 p" 21-6" TT-1 10" 6" 10 2'-0" PLASTIC LAMINATE 1 x_211 2'-1" COUNTERTOP(PL-4) APPLY PLASTIC LAMINATE TO Zv - (SUPPORT FOR COUNTER ALL EXTERIOR SURFACES { b CONCEALED IN WALL) (TYP). APPLY PLASTIC o LAMINATE TO ALL APPLY PLASTIC LAMINATE APPLY PLASTIC �? PLASTIC LAMINATE TO ALL EXTERIOR _ LAMINATE TO ALL BACKSPLASH. EXTERIOR SURFACES t° �O EXTERIOR SURFACES SURFACES(TYP). (TYP). - (TYP). 3" GROMMET 3 GROMMET OFFICE DEPOT METAL PL-2 10" WALL MOUNTED A&M CASH DRAWER 3-7/8"H X to WALL MOUNTED A&M 15-7/8"D X 17-3/4'W. O HARDWARE AS "�"'� HARDWARE AS REQUIRED. Z REQUIRED. FINISH PER C zQ PAINT TO MATCH WALL. SCHEDULE. FILE DRAWER WITH FULL 'T co EXTENSION GLIDES. PL-2 5/8"GYP. BD. k19 INCLUDE KINTRON, INC. zq M w ACCESS PANELS T N HANGING FILE BRACKET Z� REVEAL iv O ' (ELECT&DATA) N SYSTEM FOR HANGING �- w N RUBBER BASE, REFER PENDAFLEX TYPE LETTER RUBBER BASE, REFER w TO FINISH SCHEDULE. SIZED FILES FROM FRONT U TO FINISH SCHEDULE. W PAINTED 1/4"x4"MDF TO BACK. REFER TO PAINTED 1/4"x4"MDF WITH PAINTED INTERIOR ELEVATION IF _ Z WITH PAINTED BASE,AS SCHEDULED. REVEAL DOOR IS TO BE LOCKING. REVEAL PAINTED 3/8"x4"MDF WITH REFER TO FINISH 1/4"PAINTED REVEAL SCHEDULE. PAINTED 1/4"x4"MDF WITH FIRE-TREATED TOE KICK. PAINTED REVEAL JO AN R 1 . TRANSACTION COUNTER 2. COUNTER W/ DRAWER BASE 3. RECEPTION COUNTER 4. RECEPTION COUNTER BASE 5. TYPI R N ,� CAL COUNTER BASE Q SCALE: 1"=V-0" SCALE: 1"=1'-0" SCALE: 1"=V-0" SCALE: 1"= 1'-0" SCALE: 1"=V-0" .? 2'-1 1/2" 2'-1 1!2" V F APPLY PLASTIC LAMINATE TO 0� 2'-1 1/2" APPLY PLASTIC LAMINATE TO 2'-1 1/2" ALL EXTERIOR SURFACES APPLY PLASTIC LAMINATE TO APPLY PLASTIC LAMINATE TO ALL EXTERIOR SURFACES ALL EXTERIOR SURFACES 3/4 ALL EXTERIOR SURFACES �� /4 (TYP). APPLY PLASTIC LAMINATE TO 2'-1 12" ,�� (TYP). 3/4" - (TYP). _ - (TYP). "v ALL EXTERIOR SURFACES PLASTIC LAMINATE - _ PLASTIC LAMINATE �, PLASTIC LAMINATE TYP 110. 32 PLASTIC LAMINATE .°I PLASTIC LAMINATE v BACKSPLASH. _ BACKSPLASH. BACKSPLASH. - BACKSPLASH. C N A N DRAWER WITH FULL _ C C7 DRAWER WITH FULL t° BACKSPLASH. EXTENSION GLIDES. DRAWER WITH FULL �,j - w EXTENSION GLIDES. REFER ------- DRAWER WITH FULL ; • 0 D R ON EXTENSION GLIDES. REFER w TO INTERIOR ELEVATION IF C M EXTENSION GLIDES9 . REFER �� O TO INTERIOR ELEVATION IF to DRAWER WITH FULL Ci Z DRAWER IS TO BE LOCKING. TO INTERIOR ELEVATION IF C _� a DRAWER IS TO BE LOCKING. ZO EXTENSION GLIDES. REFER w O C M DRAWER IS TO BE LOCKING. f� OF Og� MELAMINE ADJUSTABLE C TO INTERIOR ELEVATION IF - C 1" ir SHELF. SEE INTERIOR b w w DRAWER IS TO BE LOCKING. C — w w C ELEVATIONS FOR NUMBER w C OF SHELVES ° —� o N FILE DRAWER WITH FULL FILE DRAWER WITH FULL O v C b PLASTIC LAMINATE DOOR. EXTENSION GLIDES. — �- EXTENSION GLIDES. C _ _ = c o N A N D E R S O N REFER TO INTERIOR ° ° INCLUDE RAIL SYSTEM FOR w INCLUDE RAIL SYSTEM FOR _ U ELEVATIONS FOR IF DOOR IS ° ° HANGING FILES. REFER TO U T W HANGING FILES. REFER TO `T w C _ _ DABROWSKI TO BE LOCKING. ° ° INTERIOR ELEVATION IF INTERIOR ELEVATION IF ARCH I TE C T S DOOR IS TO BE LOCKING. DOOR IS TO BE LOCKING. FIRE-TREATED TOE KICK. 'v Z FIRE-TREATED TOE KICK. _ Z - ? - L L C g d• � FIRE-TREATED TOE KICK. ;;Tg FIRE-TREATED TOE KICK. FIRE-TREATED TOE KICK. loom = "3' "3' "3' �V00000000000000000000 1,3" )2i 6. TYPICAL BASE SECTION 7. 3-DRAWER BASE, (2)EQ, (1 )FILE 8. 4-DRAWER BASE, (3)EQ, (1 )FILE 9. 6-DRAWER BASE 10. 5-DRAWER B SCALE: 1"=1'-0" �� - � �� . „_ , ,. ASE 2D CAL 1 -1-0SCALE: 1"=1'-0" SCALE: 1 -1-0 SCALE. 1 -1-0 2'-1 1/2" Portland Office: f�% 1'-1 7/8" V-1 7/801 1430 SE 3rd Ave, Ste 200 PLY PLASTIC LAMINATE TO 1'-1" Portland, OR 97214 ALL EXTERIOR SURFACES 3/4" PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE T: (503 239-7377 (TYP). IV ENCLOSURE PANEL. SCRIBE ENCLOSURE PANEL. SCRIBE ENCLOSURE PANEL. SCRIBEF F: (503 239-7327 PLASTIC LAMINATE - TO CEILING. TO CEILING. TO CEILING. PLASTIC LAMINATE BACKSPLASH. t4 ENCLOSURE PANEL. SCRIBE TO CEILING. REFER TO PLUMBING CONTINUOUS HANGING SPECIFICATIONS FOR SINK Fo CLEAT. AND FAUCET TYPES. CONTINUOUS HANGING z CONTINUOUS HANGING CONTINUOUS HANGING CLEAT. ZCLEAT. 1'_p" CLEAT. 12111 WWW.ADarchitects.com a Z CLEAR ° Z ° CLEAR O MELAMINE ADJUSTABLE MELAMINE ADJUSTABLE CLEAR 1'-0" ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETSARE OWNED BY w Q SHELF. REFER TO INTERIOR ¢ SHELF. REFER TO INTERIOR CLEAR AND ARE THE PROPERTY OF ANDERSON DABROWSKI o O MELAMINE ADJUSTABLE W ELEVATIONS FOR NUMBER w ELEVATIONS FOR NUMBER ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF PLASTIC LAMINATE DOOR. ~ _J -J SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR SHELF. REFER TO INTERIOR OF SHELVES. w ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION r w OF SHELVES. REFER TO INTERIOR w ELEVATIONS FOR NUMBER w w MELAMINE ADJUSTABLE OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS z4 ELEVATIONS FOR IF DOOR IS W OF SHELVES. W W ° ° (V SHELF. REFER TO INTERIOR PROHIBITED BYLAW. TO BE LOCKING. ELEVATIONS FOR NUMBER ° ° W PLASTIC LAMINATE DOOR. W OF SHELVES. N EyeHealth Northwest PLASTIC LAMINATE DOOR. X REFER TO INTERIOR x z REFER TO INTERIOR Q Tigard Medical Center Remodel FIRE-TREATED TOE KICK. ELEVATIONS IF DOOR IS TO > 1 1/2"THICK BOTTOM SHELF 15298 Southwest Royalty Parkway ELEVATIONS IF DOOR IS TO BE LOCKABLE. - ° Tigard, OR 97224 BE LOCKABLE. g 3" ih COORDINATE SINK ROUGH-IN WITH PLUMBER UNDER COUNTER LIGHT. Construction Documents Revisions: 11 . TYPICAL BASE W/ SINK 12. TYPICAL UPPER SECTION 13. UPPER SECTION W/ LIGHT 14. MICROWAVE SHELF 15. OPEN SHELF UPPER SECTION SCALE. 1 = 1-0" SCALE: 1"= 1'4" SCALE: 1"= V-0" SCALE: 1"= V-0" SCALE: 1"=1'-0" LAMINATE CAP W/1/4" bol 1'-1011 Date: 01/07/14 PAINTED REVEAL LAMINATE CAP W/1/4" PAINTED REVEAL Scale: AS NOTED APPLY PLASTIC Project No.: AD13127 LAMINATE TO ALL io APPLY PLASTIC LAMINATE TO ALL EXTERIOR b File Name: AD13127A8.0 EXTERIOR SURFACES - � SS-1 , (TYP). SURFACES(TYP). (EMBED 1" INTO CAP} 5/8 GYP. BD. 5/16"SCHLUTER STRIPS y 3"GROMMET C C j {SCHIENE E80EB) Drawn B : BKC/SJS WALL MOUNTED A&M w % 12"SCHLUTER STRIPS BRUSHED FINISH; Checked B REQUIRED.HARDWAREAS TO DRAWER WITH FULL PL-3 (SCHIENE E125E:B) ALIGN WITH VERTICAL y: JMA EXTENSION GLIDES. REFERC �j Z 1/4 PAINTED REVEAL BRUSHED FINISH STRIPS SHOWN IN MATCH WALL. TO INTERIOR ELEVATION IF w OELEVATION 1/A7.3 4"METAL STUD O Jurisdiction Approval: DRAWER IS TO BE LOCKING. ~ > 5/8"GYP. BD. z PLAN VIEW o LAMINATE PANEL C w W O LAMINATE PANELN M 4"METAL STUD o >4 METAL STUD 5/8 GYP. BD. C iv J FILE DRAWER WITH FULL Q w w 5/8 GYP. BD. EXTENSION GLIDES. W W INCLUDE RAIL SYSTEM U 5/8"GYP. BD. T I FOR HANGING FILES. w �o - �o BASE,AS SCHEDULED. 1/4"GYP. BD. v BASE,AS SCHEDULED. ¢ M v REFER TO FINISH REFER TO FINISH �y PAINTED 3/8"x4"MDF WITH 1/4"PAINTED REVEAL 3 BASE, REFER TO Sheet Title: FIRE-TREATED TOE KICK. 11 FINISH SCHEDULE. d 18'-0" CASEWORK SECTIONS 16. TECH WORK COUNTER 17. TECH WORK DRAWER BASE 18. RESIN PANEL DTL. 19. CHECK-IN WALL DTL. 20. SCHLUTER STRIP @ COUNTER DTL. Sheet No.: SCALE. 1"=,11-011 SCALE: 1"= V-0" SCALE: 1"=V-0" SCALE: 1"=V-0" SCALE: V'= V-0" 04.28.08 GENERAL DEMOLITION REFLECTED CEILING PLAN NOTES SCOPE B 1. GENERAL 3. REGULATORY AGENCY REQUIREMENTS WORK REQUIRED PRIOR TO DEMOLITION: SAFETY REQUIREMENTS: E SUFFICIENT NOTIFICATION OF THE WORK IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN,CONFORM TO CONTRACTOR TO PROVIDE •''y'• ' SCHEDULE TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS BUILDING CODE REQUIREMENTS AND TO ANSI A10.6"SAFETY `� �' `� •� t'•..• v• PRIOR TO COMMENCEMENT OF ANY WORK. REQUIREMENTS FOR DEMOLITION". f•y ' ,, ... a: ALL TEMPORARY FANS, BYPASS DUCTS,AND OTHER MECHANICAL GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL AND ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING QUALITY. 171 r'• • , :.,... CLEAN AIR SUPPLY CONDITIONS FOR THE FACILITY SHALL BE IN PLACE. CONTRACTOR TO FOLLOW ILSM & INFECTION CONTROL EXISTING ASBESTOS: _ STANDARDS. ® — C SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, WORK INCLUDED: CONTACT OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN ACCORDANCE WITH GOVERNING REGULATIONS OF DEPARTMENT OF ON DRAWINGS. ENVIRONMENTAL QUALITY. REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL 4. EXISTING MECHANICAL, PLUMBING, ELECTRICAL AND LOW-VOLTAGE �a ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END OF THE DAY. ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN TO CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS, ETC.FROM INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. CEILING,AND SOFFIT AREAS. PATCH &REPAIR THESE LOCATIONS AS REQUIRED THROUGHOUT AREA OF WORK. COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO LI `ro J AN 'R•0 r'� WORK WITH BUILDING OWNER AND ADJACENT DEPARTMENTS. ILE 2. SALVAGE PATCH ALL OPENINGS IN REMAINING CEILINGS AND SOFFIT AREAS7771. -TF I I THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING WHERE ELECTRICAL, MECHANICAL,AND PLUMBING SYSTEMS HAVE OWNER: BEEN VACATED TO MEET CODE AS REQUIRED TO FINISH OUT SPACE. AL p.: .;Y. TING ELECTRICAL IN SOFFITS AND CEILINGS AS `' ` `..: .:':,.. :. ::. : :.".° °. .`..: OF 4 MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH TERMINATE ALL EXISTING :''..•'•,. � � •' INCLUDES, BUT IS NOT LIMITED TO: LIGHTING FIXTURES, HVAC REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, UNLESS 0 MO GRILLES,AUDIO SPEAKERS, MIXING BOXES, DAMPERS, ELECTRICAL OTHERWISE NOTED. COVER PLATES, SWITCH PLATES, CEILING TILES,ALARM AND SMOKE - DETECTION DEVICES. REMOVE ALL ABANDONED LOW-VOLTAGE WIRING FROM SCOPE OF �'° ,�?: �' ,ti: �o o WORK INCLUDING BUT NOT LIMITED TO WALL CAVITIES, PLENUMS, �° �° 32 1 a REMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING CHASES, ETC. r' A E OWNER. 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE " NTT V1 CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ANDD • DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE I I PORTLAN , N��``�1 DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF LL �?O CONSTRUCTION. OF ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND RESTORED TO"AS NEW"CONDITION IF DAMAGED,AT NO ADDITIONAL COST TO OWNER/DEPARTMENT,THIS APPLIES TO ALL SUBCONTRACTORS. ® ® �' A N D E R S O N ';: i Inui DABR W K T Q, S �.o ARCH C H ITEC 'O• d. LL C ;•jr: SCOPE P EA 05.31.06 0 0 :. �'° • � �'° °� �° ' y (E)GENERAL NEW REELECTED CEILING NOTES CEILING PLAN IS FOR GRID AND LIGHT FIXTURE 1. THE REFLECTED PLACEMENT/ORIENTATION PURPOSES ONLY. 8. DESIGN BUILD ALARM: Portland Office: FIRE ALARM SYSTEM TO BE CONNECTED TO THE BUILDING SYSTEM. .° �° �,o �o 430 SE 3rd Ave, Ste 200 2. EXISTING SUSPENDED CEILING TO REMAIN EXCEPT IN LOCATIONS CONTRACTOR TO COORDINATE INTERFACE OF DEVICES WITH THE M° (E)° Portland, OR 97214 NOTED, EXISTING CEILING TO BE EXTENDED AS REQUIRED AT NOTED EXISTING SYSTEM WITH OWNER'S FACILITIES PERSONNEL, UPGRADE .. .. .:. . . : ... ..:....: •.. .... . ,.. ..... ....,:.•... ,. . ... ,.,:.......::,.. :.:,:. ;: :'�.,.,•::.�• T: (503) 239-7377 LOCATIONS. REPLACE ALL DAMAGED TILES AS REQUIRED FOR ALARMS AND STROBES AS REQUIRED. REFER TO FIRE AND LIFE 0 9_7327 LIKE-NEW CONDITION. SAFETY DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE 100% (5 3) SMOKE DETECTION COVERAGE PER BUILDING STANDARD. 3. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, UNLESS NOTED OTHERWISE. ANY DAMAGED LENSES TO BE ALARM CONTRACTOR TO PROVIDE ALARM/SMOKE/STROBE REPLACED. MODIFICATIONS AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO THE NEW FLOOR/CEILING PLAN. 4. ALL LIGHT FIXTURES TO BE RE-LAMPED THROUGHOUT SCOPE OF WORK. ALARM AND SMOKE DETECTION INFORMATION SHOWN IS FOR 1 � OVERALL NEW REFLECTED CEILING PLAN SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE WWW.ADarchlteCtS.COCn 5. ALL HVAC GRILLES TO BE CLEANED OR, IF DAMAGED,REPLACED PRECEDENCE OVER ARCHITECTURAL. THROUGHOUT SCOPE OF WORK. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND SCALE: 1/8"= 1'-0" PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 9. DESIGN BUILD SPRINKLER: AND ARE THE PROPERTY OF ANDERSON DABROWSKI SPRINKLER BIDDER DESIGN SUBCONTRACTORS TO REVIEW ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF 6. DESIGN BUILD ELECTRICAL: CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE SAID PLANS.REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION ELECTRICAL BIDDER DESIGN SUBCONTRACTORS TO REVIEW SITE IN PREPARATION OF SPRINKLER SYSTEM, DRAWINGS, OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE SUBMITTALS AND CONSTRUCTION BIDS AND PERMITS. PROVIDE 100% PROHIBITED BY LAW. SITE IN PREPARATION OF ELECTRICAL SYSTEM, CIRCUITRY, POWER, SPRINKLER COVERAGE. LIGHTING,AND FIRE ALARM DRAWINGS, SUBMITTALS AND E�/eH@alth Northwest CONSTRUCTION BIDS AND PERMITS. SPRINKLER HEAD LOCATIONS AND INFORMATION SHOWN IS FOR Tigard Medical Center Remodel SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE 15298 Southwest Royalty Parkway ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL MODIFICATIONS PRECEDENCE OVER ARCHITECTURAL. Tigard, OR 97224 AS REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO THE NEW FLOOR/CEILING PLAN. SEISMIC BRACING REQUIRED FOR NEW SPRINKLER LINES LARGER THAN 1 1/8" IN DIAMETER. DESIGN BUILD DRAWINGS TO INCLUDE ELECTRICAL INFORMATION, EXCEPT OUTLET LOCATIONS,ARE PIPE SCHEDULE WITH HYDRAULIC CALCULATIONS. Construction Documents SHOWN FOR SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS Revisions: TAKE PRECEDENCE OVER ARCHITECTURAL. 10.CONTRACTOR TO PROVIDE HVAC BALANCING,AND ASSOCIATED REPORTS BY CERTIFIED 3RD PARTY VENDOR UPON COMPLETION OF 7. DESIGN BUILD MECHANICAL: SUITE CONSTRUCTION. HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE 11.GENERAL CONTRACTOR IS TO PROVIDE AS-BUILT CLOSE-OUT Date: 01/07/14 SITE IN PREPARATION OF HVAC SYSTEM DUCTWORK,ZONING, DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS. SUPPLY&RETURN AIR PLACEMENTS, DRAWINGS,SUBMITTALS AND Scale: AS NOTED CONSTRUCTION BIDS AND PERMITS. MECHANICAL CONTRACTOR TO PROVIDE HVAC MODIFICATIONS AS Project No.: AD13127 REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO Fite Name: AD13127A9.0 THE NEW FLOOR/CEILING PLAN. Drawn By: BKC/SJS MECHANICAL INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER Checked By: JMA ARCHITECTURAL. Jurisdiction Approval: Sheet Title: OVERALL REFLECTED CEILING PLAN Sheet No.: A9.0 1102 oc " _ „ 8'-6" oc DEMOLITION RCP NOTES I_ _ ) yl E) (E) (E) I I (R) 17-1 06 (D) (E) I I D) (E)` (E) (E) (E) (E) (E) OC , . 01 REMOVE EXISTING WALLS INDICATED BY DASHED LINES. PATCH DRYWALL SOFFIT AS NECESSARY AND FINISH TO MATCH ADJACENT CEILING CONDITIONS.SEE SHEET A3.1 FOR MORE 06 INFORMATION. I I I I 8 0 . i I I I _ E) E) REMOVE EXISTING CEILING TILE AND GRID. DISPOSE OF I I I I r F :PROPERLY. SALVAGE ALL CEILING MOUNTED ITEMS(GRILLES, 8'-6° p I I 02 p I I � �� 8'-6" p EEE SPEAKERS, SMOKE DETECTORS, ETC), REVIEW WITH OWNER —J L — -j FOR ITEMS TO BE KEPT AND WHERE TO STORE KEPT ITEMS.SEE —__ _ —__ SHEET A9.2 FOR EXTENT OF WORK. g_0 07 07 07 07 07 • a'-6' F03 REMOVE EXISTING SWITCHING AS REQUIRED. PATCH AND _" -' ` ;� REPAIR WALL TO MATCH ADJACENT WALLS. SEE ELECTRICAL71-17 -1 DRAWINGS FOR MORE INFORMATION. (NOTE NOT SHOWN) ( 00 ® Dr CI]= 8'-0" SD SP Dr o, (E)C b D�- I D DT- co (E) O O L Cl� 8-6 r SD SP L CID E)® EXISTING SPRINKLER HEADS TO BE RELOCATED OR CAPPED AS I ( I ( (E) (E) Fo0484 NECESSARY TO FACILITATE INSTALLATION OF NEW SPRINKLER LAYOUT. SEE MECHANICAL DRAWINGS FOR MORE ' „ + INFORMATION. (NOTE NOT SHOWN) -- -- -— fiD 05 REMOVE CEILING MOUNTED OR RECESSED TRACKS WHERE 8,-0, C S f' + FS' 8'-0"' F INDICATED AND DISPOSE OF PROPERLY. PATCH ACOUSTICAL � (E) (E) TILE OR REPLACE DAMAGED TILES WITH NEW TO MATCH E) 8'-0'� (F)+46 EXISTING CEILING WITHIN THE ROOM. 05 DEMO EXISTING 2'X4'LIGHT FIXTURES AND DISPOSE OF 07 8-6" 8'-6” r r JO A E" 0 Fo6l PROPERLY. SALVAGE RELOCATED 2'X4'LIGHT FIXTURES[NOTED E R) (E) _ WITH (R)]TO BE REINSTALLED PER SHEET A9.2. ( ) (D)�� 1 i (D)�, 8'-6" ADD ALTERNATE: PRICE FOR REMOVAL OF 2'X4'LIGHT FIXTURES (E) (E) (P Fo7 AT MAIN CORRIDOR. DISPOSE OF PROPERLY. (p)+46 + (DP (E) (E} +46 r7' •. ( ) SP Fo8] IN ALL AREAS WHERE CEILING GRID AND TILE ARE TO REMAIN, 8'-0�� {R}+4g '_ 11 D (E) (E) 07 � � REMOVE AND REPLACE ANY STAINED OR DAMAGED LIGHT 06 8 7 FIXTURES, CEILING GRILLES, OR SMOKE DETECTORS. (NOTE NOT SHOWN) RK I THIS ARE :07Y ( )+46 8'-0�� 2 09 NO CEILING WO N A ir� SP J A E ❑10 REMOVE EXISTING SUSPENDED FIXTURES AT ENTRY. DISPOSE �^ OF PROPERLY AND PATCH DRYWALL CEILING AS NECESSARY. (p) D� 8'-0„ SD ❑11 CONTRACTOR TO INVESTIGATE AND REPAIR DIP IN CEILING GRID E 0' —n— (E) (E) AND/OR TILES IN VISUAL FIELDS ROOM 144. (E):` (E} L j D �} - - - ( > U C8'. ,. „ 07 I""j—I (E) (E) I—I EO —17— �,_0„ .) > L u A N D E R S O N , „ 46 , (E) (E) �1� 07 -�- ( '+ D A B R O W S K F T ARCH ITECTS —— (E>0. 'Po '. ( L L C SD 07 07 (E)0 8'-011 0 8'`0 . 07 07 (E) (E) Dr71-17D I 81-0" 81-0.. (E}® L Cly SP I- SD (E) D r I D I OC a'-0SP SD r --rr L LU-i (�}'. .. (E>". .." C L Ci J (E)0 E)� ■ (E)® (E)® a'-01' a,;0,, .. 80�0,, �E)® Portland Office: e'�3 1430 SE 3rd Ave, Ste 200 (E) (E) (E) .,. Portland, OR 97214 8'_6,. T: (503 239-7377 E) E) E} E) (E) (E) F: (503) 239-7327 E> E 6 D' CED (E) (E) 07 Fo�5 Li-Li - sP www.ADarchitects.com D ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI SD 07 SP (E) ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF 11 - 7'-6" C! b:.. • '' SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR (E) (E) 07 06 (E)... 06 : (E)'. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION _ O6 �6. OF ANDERSON DAB PROHIBITED ARCHITECTS,LLC,IS PROHIBITED BY LAW. OC 1 D D D D D EyeHealth Northwest sD sP :0 t'1 02 h h SC (E) Tigard Medical Center Remodel n 11--1 15298 Southwest Royalty Parkway )_IE�j- 8,-0„ + u- E❑- �$ EL❑- Tigard, OR 97224 EWI 1-1 W W 1-1 0 Construction Documents . (E)FO (E),., —— Revisions: ar-0n a 0 a. J. a 0, • Date. 01/07/14 (� ® 0 :.. 0 : ® .. 0, 0. . ® ' : '0 . "•' Scale: AS NOTED ®' (E) (E)' (E) Project No.: AD 13127 C—— ❑ '� ❑ ❑ File Name: 13127A9.1 Drawn By: BKC/SJS E} _ E) (E)® SP SD CiD Checked By: JMA SD SP SD + + E Jurisdiction Approval: 0 ® ® SD 0 + 09 (E) (E) {E) (E) (E) 12"-4" ... :. . (E) --- I— — —i.... 10 17-61' ,-0„.. 12-6 10 (D) (E)® OC . (E)® (E)® OC " (E)® (E) (E) Sheet Title: DEMOLITION REFLECTED X�r 7 � � � � � •. .. : •: '', . .. . :• ,.. . ' ' . ' . . ., CEILING PLANS SCOPE A&8 I H I %,H I Sheet No.: 1 . AREA A - DEMOLITION RCP 2. AREA B - DEMOLITION RCP A9. 1 SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" FN SPECIFIC NEW RCP NOTES - - : 81-61 - - 03 8'-0�� 8'-0�� (N� 44 06 E) E) 01 PROVIDE AND INSTALL NEW HVAC SYSTEM AS NECESSARY TO (E) (E) (R) : ," ,., „. . (E) (E) (E) (E) (E) (E) (E) COMPLETE MECHANICAL DESIGN. SEE MECHANICAL DRAWINGSMimi } FOR MORE INFORMATION. NOTE NOT SHOWN. Mom " O02 PROVIDE AND INSTALL NEW SPRINKLER SYSTEM AND FIRE ALARM ., I (N) /DETECTION AS NECESSARY TO COMPLETE DESIGN. DESIGN TO MEET ALL APPLICABLE CODES. SEE DESIGN BUILD DRAWINGS ' ';' ' •, '•'� •.'• ((s� FOR MORE INFORMATION. LAYOUT PRIORITY IS AS FOLLOWS: LIGHTING, SPRINKLER, MECHANICAL, SMOKE DETECTION/ALARM. z "•, .' ( ) ( ° W N ? z w NOTE NOT SHOWN. N N ( ° ( ) ° — �— 06 03 CONTRACTOR TO PROVIDE AND INSTALL NEW 2'x 4'CEILING GRID g-0 06 08 06 06 AND ACOUSTICAL TILE SYSTEM. SEE FINISH SCHEDULE FOR MORE 04 04 TYP + 04 04 8'-6" ° N) INFORMATION. N) N) N) N) s 04 ADD ALTERNATE: PRICE FOR PROVIDING AND INSTALLING NEW � (E)® (N) (E)® Vo (E)® ? a 2X4 AVANTE INDIRECT FLUORESCENT LIGHT FIXTURES AT (E) (E) CORRIDORS WHERE INDICATED. PROVIDE AND INSTALL NEW 2'X2'AVANTE INDIRECT FLUORESCENT (F)+4 05 LIGHT FIXTURES WHERE INDICATED. ❑ N PROVIDE AND INSTALL NEW DIMMABLE UNDER CABINET LIGHTING g'_p' {R)+46' N) 8-0 WHERE INDICATED AND CONNECT TO SWITCHING AS SHOWN. )+465V8'-6" BASE BID: PROVIDE AND INSTALL(6)NEW TECH LIGHTING BEACON I I ❑ 07 N J N IA. A E. . PENDANT FIXTURES(700BCNP-TD-K-S-CF)IN GROUPS OF THREE, EACH HANGING AT 7'-6", 8'-0",AND 8'-6"A.F.F. RESPECTIVELY O WHERE INDICATED. (E) (E) I + • 04 ? 7 N 8-0to ADD ALTERNATE: PROVIDE AND INSTALL(6)NEW MP LIGHTING 6W (E) (E) GLASS PENDANT FIXTURES(G02LC9-6W27SMCX-BN OR MC)IN LIEU OF THE ABOVE PENDANTS SPECIFIED. INCLUDES(2)REMOTE (E) ° (E) — 1) DRIVERS. 8'-6" I 04 (N)+48 (N)+4 04 ( )+4 OF 0 N) (E) (E) O08 REPLACE ALL EXISTING INCANDESCENT WALL WASH LIGHT (E)+46 ( O6 FIXTURE LAMPS THROUGHOUT SCOPE WITH NEW LED OR _ I N) 06 N} (R +48 FLUORESCENT LAMPS(2700 K). REPLACE ANY BROKEN FIXTURES g�_pe (E) (E) 81-60- t� WITH NEW. 06 324 (N)+48° J A E N 09 CONFIRM EXISTING EXIT SIGNAGE MEET CODE REQUIREMENTS 06 °D AND FUNCTION PROPERLY. PROVIDE AND INSTALL NEW AS N) + (N) REQUIRED TO MATCH EXISTING BUILDING STANDARD. SEE E) (N) I I (N ° 8'-6' z , DESIGN BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. ( ( t f1� ,'�► ®E) I I N) (E) ., (E) (*� 04 8' 1� (�) C8- ,, s N)I I (E) (E) I I O+4 E +46 (E) 4 IGHT. 8�_O�r . +... �E' (E' i i W A N D E R S O N S {R +48 04 D A B R O W S K 46. ARCHITECTS T � (E) 46 O 8'-6" 04 04 : (E) (E) 04 06 04 (E) (E) 06 g'-0" `W-0" id � 'tp` (E . ��D —— — — ( ) N N : (E)® (E)® V-611 z 8,_3„ Portland Office: (E) w (EP LL (E> 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 8'-6" E E) E) E) T: 503 239-7377 (E +46 cE> 8"D (E) F: �503� 239-7327 (E) (E) I I 8* 04 a(E)+4 (NffII (E) I N) 04 8'-6" 04 www.ADarchitects.com (E) 44 UCL G ��J N) ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND o - - - - PLANS SET FORTH ON THESE SHEETS ARE OWNED BY c� .cam. C�. (E) AND ARE THE PROPERTY OF ANDERSON DABROWSKI + + ,�: +r•+'+ _ ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF E E LU UJ W W LLI WEp (E). TY SAID PLANS,REPRODUCTIONS,IFAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRIT PERMISSION — 8'-6,� OF ANDERSON DABROWSKI PROHIBITED BY LAWTECTS,LLC,IS + (N) 09 05 05 05 (N) _ EyeHealth Northwest :)+46 (E) Tigard Medical Center Remodel TYP. (E)+4 8�-0�� (E)+46 15298 Southwest Royalty Parkway Tigard, OR 97224 : :.. . tion Documents • _ Construction (E {E)+46 Revisions 8'-0•+ 8'-0'' (E): (E) : . (E) (E) Date: 01/07/14 (E) COv , .. . . �'`. ® Scale: AS NOTED Project No.: AD 13127 77 File Name. AD13127A9.2 E) b E) Drawn y BKC/SJS co (E)® 8-6 Checked By: JMA Jurisdiction Approval: (E)® 12'-0'.' (E) (E) (E) (E) 12"-Q:'• (E) 11';10".. • 12'-6" 00 07 (N) (E)® (E)® (E)® (E)® 161-211 lit— (E)o Sheet Title: NEW PLANSESCOPE A&BIL CEI7 LING 7-7 Sheet No.: 1 . AREA A - NEW RCP 2. AREA B - NEW REFLECTED CEILING PLAN"W OWN SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" NOTES: SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS 04.03.08 CEILING DETAILS GENERAL RECOMMENDATIONS ELECTRICAL FIXTURES *REFERENCED SOURCES PER HIERARCHY:2007 OSSC (OREGON STRUCTURAL SPECIALTY CODE), *LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE r AMERICAN SOCIETY OF TESTING MATERIALS(ASTM C 635,ASTM C 636),AMERICAN SOCIETY OF CIVIL CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE.THIS WIRE MAYBE SLACK. Source:CISCA 1 1!4"DIA.SC:REW ENGINEERS ASCE 7-05 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION CISCA Seismic 3-4 EYE W!1 1/4"MIN.( ) (CISCA) zones EMBEDMENT mom VERTICAL SUSPENSION VIRE PLUMB 1/6 MTL.WASHER *PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT *LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 lbs. SHALL HAVE TWO 12 GAGE 1/2"EMT,TIGHT 8"MAX.FROM WALL SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE.THESE TO WASHER& ARMSTRONG SPLAY BRACING SYSTEM. Source:ASCE 7-05 Section 13.5.8.1. WIRES MAY BE SLACK. Source:CISCA Seismic zones 3-4 SCREW BERC2 CLIP 8"MAX 12 GA.VERT. HANGER VIRE FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO NWCB "LIGHT FIXTURES WEIGHING MORE THAN 56 lbs. SHALL BE SUPPORTED BY DIRECTLY FROM THE COMPRESSION STRUT • TECHNICAL DOCUMENT#201. STRUCTURE ABOVE.THESE WIRES MUST BE TAUT. Source: CISCA Seismic zones 3-4 AND WIRE BRACING AT 12 FEET O.C.EACH CONNECT TO STRUCT. SPREADER BAR r . * ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD). Source ASCE 7-05 item 9.6.2.6.2.2a *PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A z WAY&WITHIN 6'OF ELEMENT �UNATTACHED END WALLS WALL ANGLE ACOUSTICAL PANEL ' 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION5/32*HOLE FOR *ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING SYSTEM FOR DIRECT SUPPORT. Source:CISCA Seismic zones 3-4 " 11/8'LBOLT&LOCK NUT \ 4 DEFLECTION EQUAL TO 1/360 OF ITS SPAN. Source:CISCA zones 3-4 AFTER CEILING IS LEVELED , *TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 12 GA.SPLAY WIRE * THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENSION CEILINGS INCLUDING GRID, PANEL OR BRACING AT EACH COMPRESSION STRUT CIL ) TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER SQUARE FOOT. Source: MECHANICAL SERVICES ASCE 7-05 item 9.6.2.6.1 *TERMINALS OR SERVICES WEIGHING 20 lbs. BUT NOT MORE THAN 56 lbs. MUST HAVE TWO 12 GAGE 3 TURNS MIN.TVP. WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.THESE SUSPENDEDT43AR ADJACENT TO WALL d j� *ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES.TWELVE GAGE WIRES MAY BE SLACK. Source: CISCA Seismic zone 3-4 CEILING RUNNERS HANGER WIRE SPACED 4 FOOT ON CENTER. Source:ASTM C 636 item 2.3.4 *TERMINAL OR SERVICES WEIGHING MORE THAN 56 lbs. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY 3/4"EMT.NOTCH J A D S N �- * CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. Source:ASCE 7-05 Section 9.6.2.6.2.2 item FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. Source:CISCA Seismic zones 34 OVER MAIN RUNNER f MEET CURRENT CODE MEET CURRENTCODE SEISMIC SEPARATION JOINTS LATERAL FORCE BRACING FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET,A SEISMIC SEPARATION JOINT OR FULL HEIGHT 1 . TYPICAL CEILING SUPPORT DETAIL 3. TYPICAL CEILING AT WALL DETAIL * CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT SCALE: NTS SCALE: NTS �� SHALL BE EXEMPT FOR THE LATERAL FORCE BRACING REQUIREMENTS. Source:CISCA zones 3-4 CLEARANCE. Source: CISCO Seismic zones 3-4 OF 0 *LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS(COMPRESSION POSTS)AND SPLAY WIRES. *THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF BE THREE TIALL VIRE TIESS O ARE ARE TTNS RECORD AND NOTED ON THE PLANS. IF A SEISMIC JOINT IS REQUIRED BY THE DESIGNER,THE DESIGNER AROUND ITSELF WITHIN y *LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET AND NOT REQUIRED MAY USE THE GENERIC JOINT DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT.THE AMOUNT OF 31NCHES ON EACH SIDE. ELECTRICAL FIXTURE REQUIREMENTS FOR CEILINGS LESS THAT 1,000 SQUARE FEET PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND FREE MOVEMENT(GAP DESIGN)SHALL BEA MINIMUM OF 314 INCH. Source:State of Oregon, Building Codes BRACED TO STRUCTURE. Source:State of Oregon, Building Codes. Division <10 LBS. 1-12 GA WIRE SLACK >10 LBS. 2-12 GA WIRE SLACK 32 I a * LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO FARTHER THAN 6 *IN LIEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 <56 LBS. J N M. A ER r� FEET FROM WALLS. Source:CISCA Seismic zones 3-4 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A >56 LBS. SUPPORT DIRECTLY TAUT FROM STRUCTURE COUNTER SLOPING MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY NOTES: *SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE ARRAYED 900 BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE 1.VERTICAL HANGER WIRES TO BE NOT MORE THAN 1:6 FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. Source: BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO HANGER TABLE FOR OUT OF PLUMB. TABLE A R 0 ON y aa �' CISCA Seismic zones 34 THE STRUCTURE ABOVE. Source:State of Oregon, Building Codes Division REQUIREMENTS. TALL WIRES SHALL BE MIN. EMT CONDUITtn"EMT CONDUIT uP To 6'-0" WI 12 GA.VERTICAL SUSPENSION 6"FROM ALL UNBRACED 314"EMT CONDUIT P 8 - 1"EMT CONDUIT UP TO .6'-6" RE VITHIN 3"OF EA.CORNER PIPES AND DUCTS. 0 * SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER *OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED EA.FIXTURE VERT.COMPRESSION STRUT THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED. Source: State of TO BE PROVIDED WITHIN 1 METALSTUD OF LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER FIGURE6B . Source:CISCO zones 3-4. Oregon, Building Codes Division V OF CEILING EDGES& / ON 12'X 12'MAX.CENTERS1518"METAL STUD UP TO V-2" THROUGHOUT CEILING.SIZE 5 GAGE *POWDER DRIVE SHOT-IN-ANCHORS WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE SPECIAL INSPECTIONS PER TABLE"A"ATTACH 2 1/2"METAL STUD UP TO 10'-0" A N D E R S O N PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E,AND F SHALL HAVE AN ICC-ES APPROVAL SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR MUNICIPALITY.CONTACT THE LOCAL SECURELY TO MAIN RUNNER 25 GAGE FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE BUILDING DEPARTMENT. &BUILDING s UCTURE ABOVE. NOTE:PLENUM AREAS GREATER �� THAN 11'-0"WILL REQUIRE D A B R O W S K OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES(SPLAYED WIRES ENGINEERING CALCULATIONS. INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT)ARE EXEMPT FROM THIS REQUIREMENT. SPRINKLERS TYP 12 GA.SPLAY BRACE WIRES ARCHITECT S AT 12'O.C.EACH WAY Source:State of Oregon, Building Codes Division FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH 3" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT12 GA.VERTICAL SUSPENSION 45" WIRE AT 4'-0"O.C. L L C *SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH OR LESS WAN 8"OF EDGE OFCLG. LIGHTING FIXTURE(DOTTED)A.C.T. ALONG EA.MAIN RUNNER SUSPENDED CEILING. Source:CISCA Seismic zones 3-0 FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. *RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. Source:ASCE section 9.6.2.6.2.2 GLOSSARY OF TERMS SCREW OR CLIP FIXTURE TO T-BAR. CRS TEE MAIN BEAM CLOS URE ANGLES: MEET CURRENT CODE MEET CURRENT CODE *CEILINGS WITH PLENUMS LESS THAT 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL WALL MOLDING THAT SURROUNDS THE PERIMETER OF THE SUSPENSION SYSTEM AND CEILING TILES. FORCE BRACING. Source:Portland Building Department CROSS TEES: Z. TYPICAL FIXTURE SUPPORT DETAIL 4. TYPICAL CEILING HANGER DETAIL *VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE THE CROSS MEMBER THAT INTERLOCK WITH THE MAIN BEAMS,ALSO KNOWN AS CROSS RUNNERS OR SCALE: NTS SCALE: NTS ABOVE. Source:CISCA 3-4 CROSS T-BARS. * THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. DIFFUSER: SHOT-IN ANCHOR Portland Office: A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM A DUCTED SYSTEM. WALL MOLDINGS STRUCTURAL 1430 SE 3rd Ave, Ste 200 "WALL MOLDINGS (PERIMETER CLOSURE ANGELS)TO BE ARMSTRONG BERC CLIP 2 UNLESS NOT ESSENTIAL SERVICE BUILDINGS: CONCRETE CONNECTION DEVICES Portland, OR 97214 APPROVED BY LOCAL JURISDICTION (CONTRACTOR TO CONFIRM). IF NOT APPROVED THEY ARE ANY BUILDINGS DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION,POLICE STATION, TO BE OF AND HAVE 100# VERTICAL CAL STRUTS T: (503) 239-7377 REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE EMERGENCY OPERATIONS CENTER, STATE PATROL OFFICE, SHERIFF'S OFFICE,OR EMERGENCY CEILING CLIP 5/a"M APABNDTM HAVE loos 12'O/C EACH WAY F: (503) 239-7327 ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE COMMUNICATION DISPATCH CENTER. 3 TURNS COUNTERSLOPE HANGERS WALL AND FREE TO SLIDE. Source ASCE 7-05 section 9.6.2.6.2.2 item b IF MORE THAN1:6 OUT BUILDING GRID: VERTICAL HANGER WIRE PLUMB STRUCTURE " THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS(POP RIVETS OR APPROVED METHOD). Source THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. CISCA Seismic zones 3-4 VERTICAL HANGER WIRE ATTACHMENT HANGER WIRE' PERIMETER WIRE WITHIN zw THERE SHALL BE A MINIMUM 3/4 INCH CLEARANCE FROM THE END OF THE GRID SYSTEM AT 10 OR 12 GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM.ALSO CALLED 8"OF WALL TO SUPPORT SECURE ALL HANGERSTO UN-ATTACHED WALLS. Source ASCE 7-05 section 9.6.2.6.2.2 item b SUSPENSION WIRES. EACH MAIN BEAM AND BUILDING STRUCTURE, CROSS TEE TERMINAL END CROSS RUNNTRAPEZE DUCT WORK Www.ADarchitects.com FIT BETWEEN AND OTHER LARGE SPREADER BARS LATERAL FORCE BRACING: MAIN RUNNEROBSTRUCTIONS ' SPREADER SPACER BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENT DURING A SPREADER BAR BETWEEN ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND (SPACER) ALL MEMBERS @ PERIMETER PLANS SET FORTH ON THESE SHEETS ARE OWNED BY TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. a" \MAIN RUNNERS Q* /� AND ARE THE PROPERTY OF ANDERSON DABROWSKI SHALL NOT BE IN LIEU OF SPREADER BARS. Source:CISCA Seismic zone 34 SUPPORT W/12 GA. GER WIRES 4'CNC ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF MAIN BEAM: OR wi 10 GA.AIRF 5 GVG SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION *SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES,ALSO KNOW AS THE MAIN RUNNER, (4'-o"0/0 (4'-0"0/0) OF ANDERSON DABARCHITECTS,LLC,Is CLOSUREANGLES. CARRYING TEE, CARRYING RUNNER OR MAINS. (5'-0"0/0) (5'-W0/c� PROHIBITED BITED BY LAW. "WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. MOLDING: s'-0"MAX. 12'-0~ c EA.WAY EyeHealth Northwest A LIGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE WALL OR PARTITION TO SUPPORT THE LATERAL FORCE BRACING @ 12'O/C EACH WAY. MAIN RUNNER TO Tigard Medical Center Remodel *SPREADER BARS ARE NOT REQUIRED IFA 90 DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 8 PERIMETER OF AN ACOUSTICAL TILE OR CEILING. STRUCTURE.BEGIN LATERAL FORCE BRACING WITHIN V OF PERIMETER 15298 Southwest Royalty Parkway AND SPLAY WIRES WITHIN 2"FROM CROSS MEMBER. INCHES OF THE PERIMETER WALL. Tigard, OR 97224 PERIMETER WIRES: MEET CURRENT CODE HANGER(SUSPENSION)WIRES HANGER WIRES PLACED WITHIN EIGHT INCHES OF THE SURROUNDING WALLS. *HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. Source:ASTM C 636 section 2.1.4 PERIMETER CLIPS: 5" TYPICAL CEILING INSTALLATION DETAIL Construction Documents PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY TO THE WALL MOLDING/CLOSURE ANGLE WHICH Revisions: *HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON ALLOWS FOR 3/4 INCH MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH SCALE: NTS CENTER. Source:ASTM C 636 ENDS OF GRID SYSTEM. * ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT PLENUM., LESS THAN 100 POUNDS. Source:CISCA zones 34 THE SPACE ABOVE A SUSPENDED CEILING. Date: 01/07/14 * POWDER DRIVEN-SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SLACK WIRE., Scale: AS NOTED Source:State of Oregon, Building Codes Division. A 12 GAGE WIRE THAT IS NOT TIGHT OR TAUT. *FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS SPREADER or SPACER BAR: Project No.: AD 13127 AND BRACING(SPLAY)WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS,SHOT-IN ANCHORS IN A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING,ALSO CALLED A File Name: AD13127A9.3 CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. Source Department of State Architects(DSA)IR M-3 STABILIZER BAR. *BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE 1N SUCH A MANNER THAT SPLAY WIRES: SPRINKLER LOCATIONS IN CEILING TILE Drawn By: BKC/SIS THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WIRES INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE END. Checked By: JMA WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. Source CISCA zones 3-4 VERTICAL STRUTS: *TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM.ALSO Jurisdiction Approval: WALL WITH A PERIMETER WIRE. Source:CISCA zones 34 KNOWN AS COMPRESSION POSTS, SEISMIC PODS, SEISMIC STRUTS.COMMON MATERIALS ARE SPRINKLER LOCATIONS ELECTRICAL CONDUIT(EMT), METAL STUDS OR PROPRIETARY PRODUCTS. AT 2X4 CEILING TILE *WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE SIMILAR CON ITIONDEVIFOR OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. ES TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. Source:CISCA, zones 34. A.CENTERED IN EITHER HALF OF CEILING TILE Sheet Title: B.PLACED IN CENTER OF ENTIRE TILE SUSPENSION SYSTEM FOR LAY-IN CEILINGS Sheet No.: A9.3 14 U V EYEHEALTH NORTHWTIGARD MEDICAL CENTER REMODEL a 94 0 It T IN W " k Y S T 15298 Southwest Royalty Parkway A F � Y Y Y Tigard, OR 97224 ORNk OF p PROJECT TEAM SCOPE DESCRIPTION 03.14.06 LOCATION PLAN -- Tigard, OR DRAWING INDEX �`� 3 41 M. D ON OWNER: EyeHealth Northwest These tenant improvement construction drawings are intended to cover the ARCHITECTURAL DRAWINGS 11086 SE Oak Street remodel of EyeHealth Northwest, Tigard. Work consists of demolition of SITE R R N ,�ti Milwaukie, OR 97222 non-rated walls and casework, removal of existing finishes, as well as new A1.0 COVER SHEET Tel: 503.344.5100 Fax: 503.344.5110 construction of non-rated walls, casework, and doors. The overall project A1.1 MOUNTING HGTS !ABBREVIATIONS / WALL TYPES / SYMBOLS `y?i �� Contact: Ann Hulett, Administrator/CEO square footage is 6,751 s.f. svtv��w°fe$` ` = ' f�""` ,,� A1.2 SPECIFICATIONS OF Q� Email: huletta@ehnpc.com �` m v A2.0 SITE PLAN Jet Clean , Design-build electrical, mechanical, plumbing and fire protection documents are �;Rldgeas Piessure,•.. A3.0 OVERALL NEW FLOOR PLAN / FIRE & LIFE SAFETY PLAN g g p washing e�send Rd A3.1 DEMOLITION PLANS - SCOPE A & B TENANT: EyeHealth Northwest to be reviewed by EyeHealth Northwest prior to permitting. 5`� S,Nc�oW41 �; A N D E R S O N > A3.2 NEW FLOOR PLANS - SCOPE A & B 1955 NW Northrup o � Inc Portland, OR 97209 `� A7.0 FINISHES /ACCESSORIES / EQUIP / PLUMBING SCHEDULES D A B R O W S K All permits should be secured prior to the commencement of construction. z�r a �, � ' `°"'�`"�`�" A7.1 FINISH PLAN ARCHITECT S Tel: 503.973.1660 c3, rt `° txk'&Remodel '! .' ��,Apartinengs j ,yr', .. ,. Contact: Leanna Hess All work to meet EyeHealth Northwest requirements and building standards for �� mos sunn=se, A7.2 DOOR SCHEDULE Email: hessl@ehnpc.com this facility. Any questions regarding product standards or procedures should be KmgCrly , � ,soec�a" $ awk�e�es1 A7.3 INTERIOR ELEVATIONS L L C carcou�se ' sti A7.4 INTERIOR ELEVATIONS directed to EyeHealth Northwest representative Leanna Hess or the Architect. rg, ° n _ A7.5 INTERIOR ELEVATIONS ARCHITECT: Anderson Dabrowski Architects, LLC , 1430 SE 3rd Avenue, Suite 200 Submittals for mechanical, electrical, fire protection/alarms, plumbing, door A A8.0 CASEWORK SECTIONS SW Naeve Bt ` Portland, OR 97214 hardware, casework, and finishes to be provided for review and approval by the A9.0 OVERALL NEW REFLECTED CEILING PLAN a.F y P eUty ■ Tel: 503.239.7377 Fax: 503.239.7327 Architect and EyeHealth Northwest Property Management prior to order or .� A9.1 DEMOLITION REFLECTED CEILING PLANS - SCOPE A & B Contact: Jon Anderson, AIA, Principal fabrication. , p�` s �`Ahvandt� �.ar , A9.2 NEW REFLECTED CEILING PLANS - SCOPE A & B Email: janderson@adarchitects.com e� `' ' sw� A9.3 SUSPENSION SYSTEM FOR LAY-IN CEILINGS a �. � � ,. summer�iekt 1r Contact: Breeze Clark, Project Architect �•� McCHnns $ � ` Email: bciark@adarchitects°com � 00rte�t'e Portland Office: � , Si 1430 SE 3rd Ave, Ste 200 � �F� :�� Portland, OR 97214 INTERIORS & j. �,, .; T: (503) 239-7377 RECEPTION DESK: Studio Colonna o� sy, ` �� '' oakDr ( ) sGm ,e � ped DEFERRED S U B M I TTA L S F: 503 239-7327 319 SW Washington Street, Suite 914 r sw ,� '�', ,` s• SWDi. M''d StNDurFaa�rt id HVAC Drawings Portland, OR 97204 � BankR .a Tel: 503.422.5666 To be submitted separately by the design-build subcontractor Contact: Daniele Colonna Email: do@studiocolonnapdx.com KEY PLAN -- T I GAR D MEDICAL OFFICE BUILDING Electrical Drawings To be submitted separately by the design-build subcontractor www.ADarchitects.com GENERAL Scale: N.T.S. DEFERRE ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND CONTRACTOR: TBD Plumbing Drawings Fire Sprinkle! PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWS19 ' To be submitted separately by the design-build subcontractor Fire Alarm ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF Mechanical; SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR PROJECT DATA .� ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION ' � % AREAS OF WORK Fire Alarm Drawings Plumbing � OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS '/ ' To be submitted separately by the design-build subcontractor Truss E glneerin _cal / PROHIBITED BY LAW. ,' , ,' p Drawin EyeHealth Northwest JURISDICTION: City of Tigard ;' � oyer � g """' Tigard Medical Center Remodel 13125 SW Hall Blvd. ; �` Fire Protection Drawings 9 <v -- To be submitted separately by the design-build subcontractor 15298 Southwest Royalty Parkway Tigard, OR 97223 Tigard,OR 97224 Tel: 503.718.2439 � _27 \ RD OF TIGA PROJECT �' \�`� I CIS fanning Construction Documents ADDRESS: EyeHealth Northwest \ I Approved by P 01.02.13 Revisions: y / I ApProAPPLICABLE CODES 15298 SW Royalty Pkwy. pate: Tigard, OR 97224 / \ `� g `� p Initla�5- C.- Tel: 503.973.1660 `� I All work to meet current federal, state, county, city and ADA codes and regulations. Contact: Leanna Hess /�i ��`\ \ ``� I y y Date: 01/07/14 Email: hessl(cD-ehnpc.com / �� I o ®® 2010 Oregon Structural Specialty Code Scale: AS NOTED g p y CITY OF TIGARD / \ \ SQUARE ' \ �� a � a b a a 2010 Oregon Fire Code Approves..... [� Project No.: AD13127 FOOTAGE: i ` `.� b Conditional) Approved� Y PP .....N[ ] File Name: AD13127A1.0 BUILDING: 13,825 S.F. ;' �\ \ 2010 Oregon Mechanical Specialty Code See Letter to:Follow..................[ ] AREA OF WORK: 6,751 S.F. �' Permit Number.Attached................[ ] Drawn By: BKC/SJS 2011 Oregon Electrical Specialty Code Address:. ,w y 9 W kk;�M+:rY —�cwY, Checked By: JMA `� \ B,Y7^�11,i F5, L U„ �l J Date* — OCCUPANCY: B / .\` '��--------------------------------------- ----__ 2011 Oregon Plumbing Specialty Code &(low L-1 r/ Jurisdiction Approval: CONSTRUCTION TYPE: V-B - _ SW ROYALTY PKWY All Oregon Occupational Safety and Health Division Standards STORIES: 1 `'�------------------------------------- _ —_____ 2010 National Fire Protection Association 10 - Portable Fire Extinguishers --� REVIEWED FOR -----_----_--_---- \ 2010 National Fire Protection Association 13 - Sprinkler Systems CODE COMPLIANCE 2010 National Fire Protection Association 72 - Fire Alarms 2012 National Fire Protection Association 99 - Health Care Facilities Sheet Title: 2000 National Fire Protection Association 101 - Life Safety Code COVER SHEET Anderson Dabrowski Architects, LLC, is not responsible for ensuring the accuracy of the square footages listed on these contract documents. For legal or leasing purposes, EST It final square footages should be verified by others. This project must meet all current, applicable and accepted versions of the IBC, ADA, UFC, NFPA, OARS, etc.. 2012 National Fire Protection Association 101 - Life Safety Code *Per 2000 NFPA 101 Section 1.5.1 this version will be used. Sheet No.: A1 .0 omcz con WALL TYPES ABBREVIATIONS SYMBOLS LEGEND NOTE: Not all abbreviations may be used. NOTE: Not all abbreviations may be used. AC ACOUSTIC CEILING FDVC FIRE DEPARTMENT VALVE MMB MEMBRANE SD SOAP DISPENSER/SOAP ACOUS ACOUSTIC CABINET MO MASONRY OPENING DISH + 461.0' EXISTING POINT ELEVATION A2 REVISION TAG EXISTING STRUCTURE ACT ACOUSTICAL TILE FE FIRE EXTINGUISHER MOD MODULAR/MODIFIED/ SECT SECTION AD AREA DRAIN FEC FIRE EXTINGUISHER MODIFICATION SET SETTING + 461.0' NEW OR REQUIRED POINT ELEVATION OFFICE ROOM NAME& CEILING SYSTEM-REFER TO LAMINATE CAP WITH _ ADD ADDENDUM CABINET MP MOVABLE SF SQUARE FOOT CEILING PLAN � SPECIAL FLOOR COATING 106-09 ROOM NUMBER 1/4 PAINTED REVEAL _ ADDL ADDITIONAL FF FACTORY FINISH PARTITION/METAL PANEL SFC SP — EXISTING CONTOURS ELEVATION AND RESIN PANEL ADJ ADJUSTABLE/ADJACENT FH FIRE HYDRANT/FUME HOOD MR MAT. RECESS, MED RACK SFP SPRAYED ON SEE ELEVATIONS [Lv NOTED ON HIGH SIDE DOOR SWING&DOOR NUMBER ( AFF ABOVE FINISH FLOOR FHC FIRE HOSE CABINET M.S.B. MULTIPLE STUD BEARING FIREPROOFING NEW CONTOURS ELEVATION (SEE DOOR SCHEDULE) FOR WHERE OCCURS) / AGGR AGGREGATE FHEC FIRE HOSE& M&S MIRROR&SHELF SHR SHOWER / ALUM ALUMINUM EXTINGUISHER CABINET MT MOUNT(ED)(ING) SHT SHEET 3NOTED ON HIGH SIDE ALT ALTERNATE/ALTERATION FIN FINISH(ED) MTR METER SK SINK/SKETCH 4"METAL STUD 16"O.C. - - -- ANCH ANCHOR FL FLOOR LINE/FLOOR MUL MULLION SLR SEALER TEST BORING 8 BUILDING SECTION REFERENCE SOUND BATT. @ 1 4"METAL STUD @ ANOD ANODIZED(ANODIC FLASH FLASHING SM SHEET METAL RAW 16"O.C. COATING) FLEX FLEXIBLE N NORTH SND SANITARY NAPKIN --- --- LEVEL LINE 8.0 DRAWING NUMBER 5/8"TYPE'X'GYP. 1 AP ACCESS PANEL FLR FLOORING) NEG NEGATIVE DISPENSER BD. EA.SIDE 518 GYP. BD. APPROX APPROXIMATELY FLUOR FLUORESCENT NIC NOT IN CONTRACT SNT SEALANT HILTI-ANCHOR @ 24"O.C. ARCH ARCHITECTURAL FOIC FURNISHED BY OWNER, NL NIGHT LIGHT SNR SANITARY NAPKIN WORK POINT(AS NOTED) 8 WALL SECTION REFERENCE ' ARF ABOVE REFERENCE FLOOR INSTALLED BY NO/# NUMBER RECEPTACLE 8.0 DRAWING NUMBER 2"NEOPRENE TAPE AT BASE&FLOOR SEE FINISH BASE,REFER TO ASPH ASPHALT(IC) CONTRACTOR NOM NOMINAL SP STANDPIPE/SHEER PLATE TOP AND BOTTOM SCHEDULE FINISH SCHEDULE. ASST ASSISTANT FOTO FURNISHED BY OWNER, NONCOM NONCOMBUSTIBLE SPEC SPEC IFICATION/SPECIFIEDF 4 GRID LINES/IDENTIFICATION AST ASTRAGAL INSTALLED BY OWNER NRC NOISE REDUCTION SPK SPEAKER (COLUMN REFERENCE NUMBER) 2 ELEVATION REFERENCE AUTO AUTOMATIC FOS FACE OF STUD COEFFICIENT SPL SPECIAL 7 0 DRAWING NUMBER ALX AUXILIARY FP FIREPROOF(ING)/FULL NS NON SLIP SPR SPRINKLER a JO A E AV AUDIOVISUAL PENETRATION NTS NOT TO SCALE SPNT SPECIAL PAINT A NON-RATED WALL PARTIAL HEIGHT WALL /� R AVG AVERAGE FRAM(G) FRAMING SSK SERVICE SINK ELEVATION HEIGHT r /'"'� SCALE: 1-1/2"=V-0" `-� SCALE: 1-1/2"= V-0" FRT FIRE RETARDANT OC ON CENTER ST STREET/STREAM 15'-0"A.F.F. 3INTERIOR IDENTIFICATION D B REFERENCEDRAWING NUMBER WING L�1 BAL BALANCE FS FULL SIZElFLOOR SINK OD OUTSIDE DIAMETER(DIM) SS STAINLESS STEEL T.O.P. 7.0 ON B/C BOTTOM OF CURB FT FOOT/FEET OFD OVERFLOW DRAIN STA STATION C © BD BOARD FTG FOOTING OFF OFFICE STC SOUND TRANSMISSION O WINDOW TYPE �L BL BUILDING LINE FURR FURRING OH OVER COEFFICIENT(CLASS) �� 0 BLDG BUILDING FXD FIXED OPER OPERATING STD STANDARD STANDARD MOUNTING HEIGHTS BLK BLOCKING OPH OPPOSITE HAND STL STEEL O WALL TYPE WALU BM BENCH MARK/BEAM GA GAUGE/GAGE OPN(G) OPENREFS OPENING) STOR STORAGE 8 CASEWORK DETAIL BSMT BASEMENT GALV GALVANIZED OPP OPPOSITE STRUC STRUCTURAL REFERENCE DRAWING NUMBER BULL BULLETIN GB GYPSUM BOARD SUBFL SUBFLOOR(ING) 104 EQUIPMENT TAG 80 GC GENERAL CONTRACTOR PA PUBLIC ACCESS SUP SUPPLY CENTER LINES FLOOR F_ --ICAB CABINET GEN GENERAUGENERATOR PAR PARAGRAPH/PARAPET SUPP SUPPORT/SUPPLEMENT(AL) DASH AND DOT LINE —�� LINES IN EXTERIOR CB CATCH BASIN GL GLASS/GLAZING/GLAZED PTN PARTITIONDEMOLITION KEY ELEVATIONS, S) SURF SURFACE 471244 C/C CENTER TO CENTER GLAM GLUE LAMINATED PB PANIC BOLT/PUSH BUTTON SUSP SUSPENDED 03 NOTE PROJECTED LINES LES ®� Q CCTV CLOSED CIRCUIT TV GND GROUND PBD PARTICLEBOARD S&V STAIN&VARNISH DASH AND DOUBLE DOT LINE — b cn w en w ® CEMPL CEMENT PLASTER GYP GYPSUM PC PRE-CAST SV SHEET VINYL O NEW KEY NOTE PROPERTY LINES, ' w -� w J 03 BOUNDARY LINES (o = m I- _ CER CERAMIC PED PEDESTAL SWCG SPECIAL WALL COATING DOTTED LINE b b ' C7 C7 ------- ---------- ® ® 0 o M a "v ( b CG CORNER GUARD HB HOSE BIBB PERF PERFORATED SYM SYMMETRICAL DOTTED LINE �.� AV- = a n. = a d ih CH COAT HOOK HC HOSE CABINET/HANDICAP PERM PERIMETER SYN SYNTHETIC COLOR/MATERIAL ��iZ) �"�? O O BREAK LINE (•(i OD O O CHAN CHANNEL HOLLOW CORE PERP PERPENDICULAR SYS SYSTEM X KEY NOTE /1 �. A TO BREAK OFF PARTS QF CHAM CHAMFER HCW HOSE CABINET WOOD/HOT PFB PREFABRICATE(D) DUPLEX FOURPLEX PHONE/DATA NIGHT LIGHT WALL SWITCH NURSE CALL NURSE CALL ELEC/COMM WALL PHONE PAYPHONE DOOR CHKBD CHALKBOARD AND COLD WATER PG PLATE GLASS T TOP, TREAD,TOILET OF DRAWINGS ANNUNCIATOR PULL-CORD PANEL BOARD ACTIVATING CIP CAST-IN-PLACE(CONCRETE) HDBD HARDBOARD PGBD PEGBOARD T&B TOP&BOTTOM PUSH PAD CJ CONTROL JOINT HDR HEADER PH( ) PHASE/PAN HEAD TB TOWEL BAR A N D E R S O N CL CENTER LINE/CLEARANCE HDWD HARDWOOD PL PLATE/PROPERTY LINE T/C TOP OF CURB/TOP OF RCP LEGEND FLOOR P LAN LEGEND CLG CEILING HGT( HARDWARE PLAM PLASTIC LAMINATE CONCRETE DA B RO WS K ELECTRICAL OUTLETS AND ACCESSORIES CLR CLEAR HGT(HT) HEIGHT PLAS PLASTER TD TOWEL DISPENSER Note: Not all symbols may be used. Note: Not all symbols may be used. CMT CERAMIC MOSAIC TILE HM HOLLOW METAL PLBG PLUMBING TEL TELEPHONE DUPLEX OUTLET ARCH I T E C T S SCALE: 1/4"=1'-0" CMU CONCRETE MASONRY UNIT HR HOUR PLYWD PLYWOOD TEMP TEMPERATURE/TEMPERED/ 2x2 OR 2x4 3 TUBE RECESSED CNTR COUNTER HS HOOK STRIP/HIGH PNEU PNEUMATIC TEMPORARY FLUORESCENT LIGHT FIXTURE W/ FOURPLEX OUTLET L L C CO CLEANOUT STRENGTH PNL PANEL TERR TERRAZZO PRISMATIC LENSE COL COLUMN HSKG HOUSEKEEPING PNT(P) PAINT(ED) TG TEMPERED GLASS -® SPECIAL OUTLET AS NOTED ON PLAN COMB HTR HEATER POL POLISH(ED) T&G TONGUE &GROVE 2x2 OR 2x4 3 TUBE RECESSED COMBINATION/COMBUSTIMMC HEATINGNENTILATION/AIR PORT PORTABLE THB TEMPERED HARDBOARDFLUORESCENT LIGHT FIXTURE W/ COMP CONDITIONING PP PUSH PLATE THERMO THERMOSTAT(IC) PARABOLIC DIFFUSER ® BLANK PLATE COMPRESS(ED)/COMPOSIIWVY HIGHWAY PR PAIR, PRINTER, COMPUTER THK THICK(NESS) 2x2 OR 2x4 3 TUBE RECESSED d COMPUTER OUTLET CONC CONCRETE HYD HYDRATE PRINTER THRES THRESHOLD COND CONDUIT/CONDITION PREFAB PREFABRICATE(D) THRU THROUGH FLUORESCENT LIGHT FIXTURE W/ CONF CONFERENCE ID INSIDE DIAMETER(DIM) PRELIM PRELIMINARY TJ TELEPHONE JACK EGGCRATE DIFFUSER 4 TELEPHONE OUTLET CONN CONNECT(ION) IE THAT IS PRESS PRESSURE TKBD TACK BOARD EMERGENCY ILLUMINATION: CONST CONSTRUCTION IG INSULATING GLASS PROD PROJECT(ION) TOIL TOILET PROVIDE ONE FOOT-CANDLE ALONG $ LIGHT SWITCH CONT CONTINUE/CONTINUOUS IMP INSULATED METAL PANEL PROP PROPERTY TOP TOPPING EGRESS PATH Portland Office: CONTR CONTRACTOR IN INCH PORT PROTE CT(IVE)(ION) TOS TOP OF STEEL $D LIGHT SWITCH DIMMER 1430 SE 3rd Ste 200 CORR CORRIDOR INCAND INCANDESCENT PSF POUNDS PER SQUARE TPD TOILET PAPER DISPENSER 1x4 FLUORESCENT Portland, Ave,Av , Ste 5'-0" 4'-0" CPT CARPET INCL INCLUDE(ING) FOOT TR TREAD LIGHT FIXTURE ®F BASE FEED o land 2 R 972147 MIN CSWK CASEWORK IND INDUSTRIAL PSI POUNDS PER SQUARE INCH TRK TRACK T: 503) 239-7327 5'-0" F CT CERAMIC TILE INFO INFORMATION PTD PAPER TOWEL DISPENSER T/S TOP OF SLAB EP t 2'-6" _ CTR CENTER INSTL INSTALLATION/INSTALL PTD/R COMBINATION PAPER T/ST TOP OF STEEL FLUORESCENT LIGHT STRIP FIXTURE T� ELECTRICAL PANEL b b CU CUBIC INSUL INSULATE(DXING) TOWEL DISPENSER& TV TELEVISION p WALL SCONCE M in '-0" 3'-0" INT INTERIOR RECEPTACLE T/W TOP OF WALL FLUORESCENT LIGHT W1 DIFFUSER MIN DBL DOUBLE INTER PTR PAPER TOWEL TYP TYPICAL 1'-3" DED DEDICATED INTERACTIVE/INTERMEDIATE RECEPTACLE NURSE CALL MIN DEG DEREE(S) INV INVERT PVC POLYVINYL CHLORIDE UG UNDERGROUND RECESSED CAN LIGHT FIXTURE o 'v Z O Q THERMOSTAT d b Z b ZR+ k _ DEM DEMOLISH/DEMOLITION PVMT PAVEMENT UH UNIT HEATER W/FLOURECENT LAMP M Cf) 5 - DEPT DEPARTMENT JAN JANITOR UL UNDERWRITERS www.ADarchitects.com 04 N � N DF DRINKING FOUNTAIN JST JOIST QT QUARRY TILE LABORATORIES, INC a RECESSED WALL WASHER 0 FIRE EXTINGUISHER CABINET DIA DIAMETER JT JOINT QTR QUARTER UNFIN UNFINISHED FHC ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND D BY REQUIRED REQUIRED ROLL-IN TRANSFER-TYPE MOP HOLDER CHANGING FEMININE ACCESSIBLE DIAG DIAGONAL QTY QUANTITY UNO UNLESS OTHERWISE RECESSED CAN LIGHT FIXTURE FIRE HOSE CABINET PLANS SET FORTH ON THESEFES ANDERSON DABRRE WSKI TOILET CLEAR SINK CLEAR SHOWER SHOWER TABLE PRODUCT DRINKING DIM DIMENSION KO KNOCK OUT NOTED AND ARES,LLC. ANY USE,TY REUSRDISCL SURE OF SPACE SPACE CLEAR SPACE CLEAR SPACE RECEPTACLE FOUNTAIN DIV DIVISION/DIVIDER KP KICK PLATE R RADIUS/RISER/RESLIENT UR URINAL W/INCANDESCENT LAMP ARCHITECTS,LLC. ANY USE,REUSE, ,D SIGNS,AND/OR N MEDICAL GASES SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR DN DOWN RAD RADIATOR/RADIUS UTIL UTILITY O (NITROGEN/OXYGEN/VACUUM/AIR) ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION PLUMBING FIXTURES A N D ACCESSORIES ZI) ILLUMINATED EXIT SIGN OF ANDERSON DAB PROHIBITED ARCHITECTS,LLC,IS DWL DOWEL LAB LABORATORY RB RUBBER BASE/RESILIENT UV UNIT VENTILATOR V PROHIBITED BY LAW. DWR DRAWER LAM LAMINATE BASE WITH BATTERY BACK-UP A SCALE: 1/4"=V-0" LAV LAVATORY RCWY RACEWAY VAP VAPOR MUSIC/PUBLIC ADDRESS SPEAKER EyeHealth Northwest EA EACH LB(S) LAG BOLT(S)/POUND(S) RD ROOF DRAIN/ROAD VAR VARIABLENARNISHNARIES SP EB EXPANSION BOLT LBL LABEL RECEP RECPETACLE/RECEPTION 1/B VAPOR BARRIER � FIRE ALARM Tigard Medical Center Remodel SMOKE DETECTOR 15298 Southwest Royalty Parkway EJ EXPANSION JOINT LF LINEAL FOOT/LINEAR FOOT RECIRC RECIRCULATION VCT VINYL COMPOSITION TILE SD Y �Y Y ELEC ELECTRIC(AL) FIRE STROBE Tigard, OR 97224 LH LEFT HAND RECT RECTANGULAR VEH VEHICLE 9 *IF AUDIBLE DEVICES ELEV ELEVATOR/ELEVATION LHR LEFT HAND REVERSE RECVD RECEIVED(ING) VENT VENTI LATIONNENTI LATE/ MOTION SENSOR ARE USED MOUNTING ENAM ENAMEL(ED) LIN LINEAR REF REFERENCE VENTILATOR COMBINATION FIRE ALARM STROBE / HEIGHTS TO MATCH EMER EMERGENCY LL LIVE LOAD REFR REFRIGERATOR VEN VENEER SC SECURITY CAMERA ENCL ENCLOSURE L&P LATH &PLASTER REG VERT VERTICAL O 4 EXISTING WALL SPRINKLER Construction Documents AUDIBLE DEVICE Revisions: MOUNTING HEIGHT ENGR ENGINEER LT(G) LIGHTING) REGULATOR/REGLET/REGf `R VESTIBULE +(E) EXISTING SPRINKLER HEAD ENTR ENTRANCE LW LIGHT WEIGHT REINF REINFORCE(D)(ING)(MENT) VG VERTICAL GRAIN - NEW WALL SPRINKLER. EPFL EPDXY FLOORING REM REMAINING VIF VERIFY IN FIELD ♦ (R) RELOCATED OR NEW SPRINKLER HEAD z O z z EPP EPDXY PAINT MACH MACHINE REQ(D) REQUIRE(D) VOL VOLUME z -f- WATER VALVE 'Jw w EXIT EQ EQUAL MAINT MAINTENANCE RESIL RESILIENT VP VENEER PLASTER GYPSUM BOARD SOFFIT(DROPPED to m U m U SIGNAGE EQUIP EQUIPMENT MAS MASONRY RET RETURN CEILING), PAINTED (N) DENOTES NEW Date: 01!07/14 EST ESTIMATE(D) MAT MATERIAL REV W! WITH E IT ETC ET CETERA MAX MAXIMUM RESERVE/REVISED/REVISWRIN WAINSCOT (R) DENOTES RELOCATED Scale: AS NOTED ® z ® EW EACH WAY MBR MEMBER RFG ROOFING WB WHITE BOARD/WOOD BASE EWC ELECTRIC WATER COOLER MC MEDICINE CABINET RH RIGHT HAND WC WATER CLOSET 2x2 SUSDED ACOUSTICAL Project No.: AD13127 Z Ui I CEILING SY TEM W/LAY-IN TILE (D) DENOTES DEMOLISHED w O I m EXAM EXAMINATION/EXAMINING MCW MINERAL CORE WOOD RHR RIGHT HAND REVERSE WCG WALL COVERING -"' 2 z cc EXC EXCAVATED/EXCAVATION MECH MECHANICAL RM ROOM WD WOOD File Name: AD13127A1.2 1W Ix ❑ z OO 9 m O MED MEDICAL/MEDIUM RND ROUND WDW WINDOW 2x4 SUSPENDED ACOUSTICAL (E) DENOTES EXISTING IO EXH EXHAUST ® °• - w w z I-- g Z a w ❑ Drawn B BKC/SJS 0 0 _ C0 O EXIST(E) EXISTING MET METAL RO ROUGH OPENING WF WIDE FLANGE(STEEL) CEILING SYSTEM W/LAY-IN TILE y O ❑ m w w m I U_ ( ) COMPUTER ❑ °� °P z �- z — b U F- W10 O EXP EXPOSED/EXPANSION MEZZ MEZZANINE ROW RIGHT OF WAY WG WIRE GLASS/WALL GRILL EL Q m CO D -to Z b 2 0 � b � °' U- � � � � EXT EXTERIOR MFB MINERAL FIBER BOARD RS RESILIENT SHEET WL WATER LINE � ,� Checked By: JMA 2b 0 z �, m z in O ? 0D w w W a MFR MANUFACTURER(ING) R&S ROD&SHELF W/O WITH OUT 9-9 1/2 CEILING HEIGHT LASER PRINTER(PROVIDE v = a ih N U a ~ N = F- FA FIRE ALARM MG MEDICAL GAS(ES) RT RESILIENT SHEET WP WATERPROOFING/WORK LP (1)20 amp DEDICATED W ( O = = W 1 O FAB MGR MANAGER RTN RETURN POINTIWEATHER PROOF ( ) ) pp CIRCUIT PER 2 PRINTERS Jurisdiction Approval: ~ U I FABRICATE/FABRICATOR/FABRIOIH MANHOLE WR WATER RESISTANT/WASTE UNDER COUNTER LIGHT FD FLOOR DRAIN MIC MEDICINE CABINET SAB SOUND ABSORPTION BATT RECEPTACLE a FAX MACHINE CLOTHING/ THERMOSTAT CLOCK TELEVISION FIRE FIRE FIRE ALARM FIRE ALARM i FDC FIRE DEPARTMENT MIN MINIMUM SAN SANITARY WT WEIGHT COAT HOOK ALARM EXTINGUISHER VISUAL DEVICE AUDIBLE DEVICE* CONNECTION MIR MIRROR SC SOLID CORE ® 1x1 SUPPLY DIFFUSER CORNER GUARD PULL CABINET FDN FOUNDATION MISC MISCELLANEOUS SCHED SCHEDULE YD YARD DRAIN FDPR FIRE DAMPER ML METAL LATH SCN SCREEN FDV FIRE DEPARTMENT VALVE MLP METAL LATH AND PLASTER SCW SOLID CORE WOOD ® 1x1 RETURN DIFFUSER (EXHAUST FAN) EQUIPMENT AND ACCESSORIES FIRE EQUIPMENT NOTE: ELECTRICIAN TO LABEL EACH OUTLET USING A LABEL MAKER SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" WITH 1/4" HIGH HELVETICA TYPE. 2x2 SUPPLY DIFFUSER 2x2 RETURN DIFFUSER Sheet Title: MOUNTING HGTS/ABBREV./ WALL TYPES/SYMBOLS Sheet No.: Al ■ 1 DIVISION 0: BIDDING REQUIREMENTS E. OWNER FURNISHED ITEMS DIVISION 2: SITE CONSTRUCTION DIVISION 8: DOORS AND WINDOWS THE OWNER SHALL PROVIDE ALL EQUIPMENT TO BE USED IN THE PREMISES.THE CONTRACTOR SHALL RELOCATE THE FORM OF AGREEMENT: EXISTING CASEWORK AS INDICATED IN THE DRAWINGS. SECTION 02 41 00:DEMOLITION SECTION 0811 13:STEEL DOORS AND WINDOW FRAMES THE AGREEMENT FOR THIS WORK IS BASED ON AIA DOCUMENT 6201-2007. F. SURVEYING EXISTING CONDITIONS A. REFER TO DEMOLITION PLAN AND THE CONTRACT DOCUMENTS FOR THE EXTENT OF DEMOLITION. A. PROVIDE FRAMES COMPLYING WITH STEEL DOOR INSTITUTE"RECOMMENDED SPECIFICATIONS:STANDARD STEEL DOORS € PRIOR TO THE COMMENCEMENT OF THE WORK THE CONTRACTOR,OWNER,AND ARCHITECT SHALL JOINTLY SURVEY AND FRAMES"SD-100. PLACE FRAMES IN ACCORDANCE WITH SDI-105. EXISTING CONDITIONS,NOTING AND RECORDING ANY EXISTING DAMAGE.RECORD WILL SERVE AS A BASIS OF FINDINGS B. FABRICATE STEEL OF NO LESS THAN 18 GAUGE MATERIAL FOR DOORS,16 GA,FOR FRAMES.CARBON STEEL COMPLYING W/ 'Illili1w GENERAL CONDITIONS-STANDARD FORM : FOR DETERMINING ANY SUBSEQUENT DAMAGE TO EXISTING FACILITIES AS CAUSED BY CONTRACT WORK. ASTM A 366&ASTM A 568 OR AS REQUIRED BY REGULATORY AGENCY.PROVIDE A MINIMUM OF 4 PER JAMB UP TO 8'-0"IN : ' LL "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",AIA DOCUMENT A201-20071S HEREBY MADE APART OF THESE G. PROTECTING EXISTING UTILITIES DIVISION 3: CONCRETE HEIGHT,FRAMES HIGHER THAN V-0"SHALL HAVE 1 ANCHOR FOR EA,ADDITIONAL FT. SPECIFICATIONS.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL READ AND BE GOVERNED BY THEM. DRAWINGS INDICATE APPROXIMATE LOCATION OF ALL KNOWN CONCEALED UTILITIES.BEFORE THE START OF WORK, C. PROVIDE REINFORCEMENT AT HINGES:8 GA,AT LOCKS,12 GA. SECTION 03 3053:INCIDENTAL CONCRETE , SUPPLEMENTAL CONDITIONS : CONTRACTOR SHALL LOCATE UTILITIES THAT COULD BE DAMAGED BY CONTRACT WORK.IF ADDITIONAL LINES ARE D. FRAME SHALL BE SHOP PRIMED WITH TWO COATS OF RUST INHIBITING ENAMEL. ENCOUNTERED, NOTIFY OWNER FOR DISPOSITION. A. EXTENT OF WORK INCLUDES PROVIDING CONCRETE NECESSARY TO PATCH AND REPAIR CUTS AND CORES,AND OTHER E. FABRICATE FRAMES WITH CONCEALED FASTENERS.FASTENERS FOR MOUNTING SHALL BE EXPOSED COUNTERSUNK FLAT THE FOLLOWING SUPPLEMENTS MODIFY THE GENERAL CONDITIONS.WHERE A PORTION OFTHE GENERAL CONDITIONS ARE H. USE OF OWNER'S PROPERTY AND EQUIPMENT INCIDENTAL USES IF ANY. PHILLIPS HEADS. DELETED BY THESE SUPPLEMENTAL CONDITIONS,THE UNALTERED PROVISIONS OFTHE GENERAL CONDITIONS SHALL DO NOT USE OWNER'S PROPERTY,FACILITIES OR EQUIPMENT. B. PRODUCTS: F. FABRICATE GLAZING STOPS WITH BUTTED CORNER JOINTS. APPLY. I. FIRE-HARZARDOUS WORK 1. STEEL:BARS TO MEET ASTM STANDARD A-706 IF WELDED,ALL OTHERS ASTM A-615. 2. WIRE MESH:6 x 6"X 1.4 SIZE TO MEET ASTM STANDARD A-185 G. SET DOORS FLUSH WITH FRAME FACE,TRUE WITH ADJACENT CONSTRUCTION. ADDITIONAL DEFINITIONS: PERFORM NO WELDING,TORCH-CUTTING,OR OTHER HAZARDOUS WORK WITHOUT GIVING THE OWNER 48 HOURS ADVANCE 3. REINFORCEMENT ACCESSORIES:HOT DIP GALVANIZE ANY ACCESSORY ADJACENT OR EXPOSED TO CONCRETE NOTICE OF SUCH WORK. SURFACES. SECTION 081416:WOOD DOORS 4) !� A. ARTICLE 1.1.8 SHALL BE ADDED AS FOLLOWS: 1. "PRODUCT' INCLUDES MATERIALS,SYSTEMS,AND EQUIPMENT. J. RESPONSE TIME FOR CORRECTING NON-COMPLYING WORK. 4. PORTLAND CEMENT:TO MEET ASTM-C-150,TYPE I&II. A. WOOD DOORS SHALL BE AN QUALITY,PREMIUM GRADE,FLUSH FACE,5 PLY SOLID CORE CONSTRUCTION VENEER AS 2. WHERE WORDS "OR APPROVED" ARE USED,THE ARCHITECT IS SOLE JUDGE OF QUALITY AND SUITABILITY OF CONTRACTOR'S RESPONSE TO NOTICE OF WORKTO BE CORRECTED SHALL BE ACCOMPLISHED DURING THE FOLLOWING SPECIFIED ON THE FINISH SCHEDULE.REFER TO DOOR SCHEDULE AS TO REQUIRED RATING. TIME PERIODS: 5. AGGREGATE:MAXIMUM SIZE,NOT MORE THAN 1/5 THE NARROWEST DIMENSION BETWEEN THE SIDES OFTHE FORMS,1/3 B. SUBMIT SHOP DRAWINGS FOR ALL DOORS IN ACCORDANCE WITH SECTION 01330.SHOW DIMENSIONS,FABRICATION ' PROPOSED SUBSTITUTION. EMERGENCY WORK:24 HOURS PER DAY,7 DAYS A WEEK. DEPTH OF FLATWORK,OR 3/4 OF THE NARROWEST SPACE BETWEEN THE REINFORCING BARS. DETAILS,REQUIRED CLEARANCES_AND HEAD AND JAMB CONDITIONS. 3. "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE PROJECT SITE,READY FOR UNLOADING,UNPACKING,ASSEMBLY, URGENT WORK:WITHIN 3 DAYS FOLLOWING RECEIPT OF NOTICE. 6. FLY ASH:CLASS F TO MEETASTM C-618. C. PROVIDE A LIFETIME WARRANTY FOR ALL DOORS. x � INSTALLATION,AND SIMILAR OPERATIONS. ROUTINE WORK:WITHIN 5 CALENDAR DAYS FOLLOWING RECEIPT OF NOTICE. 7. WATER REDUCING AD MIXTURES:TYPE A,TO MEET ASTM C-494.PROHIBITED ADMIXTURES INCLUDE CALCIUM CHLORIDE, 4. "INSTALL" MEANS OPERATIONS AT THE PROJECT SITE INCLUDING ACTUAL UNLOADING,TEMPORARY STORING, THYOCYANATES AND ANY OTHERS CONTAINING MORE THAN 0.05%CHLORIDE IONS. SECTION OS 8000:GLAZING BW% In UNPACKING,ASSEMBLING,ERECTING,PLACING,ANCHORING,APPLYING,WORKING TO DIMENSION,FINISHING,CURING, S. EPDXY ADHESIVE:HILTI HIT HY-150,ITW RAMSET REDHEAD EPCON,SIMPSON STRONGTIE SETADHESIVE,OR APPROVED. SECTION 01 1200:DESIGN-BID REQUIREMENTS 9. NON-SHRINK GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000PSI,&MEETASTM C-827. A. COMPLY W APPLICABLE PORTIONS OF THE GLAZING MANUAL PUBLISHED BY THE FLAT GLASS MARKETING ASSOCIATION, � PROTECTING,CLEANING,AND SIMILAR OPERATIONS. A. CERTAIN WORK COMPONENTS OF THIS PROJECT HAVE NOT BEEN DESIGNED BY THE ARCHITECT OR THE ARCHITECTS (FMGA),TOPEKA,KANSAS. 10. STANDARD GROUT-MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500PSI,AND THE FOLLOWING PARTS PER VOLUME: it, 5. "PROVIDE" MEANS"FURNISH,INSTALL,&AS APPROPRIATE CONNECT READY FOR THE INTENDED USE CONSULTANTS,AND THESE COMPONENTS MUST BE DESIGNED,ENGINEERED AND BUILT BY THE CONTRACTOR.THEB. COLOR AND PATTERN TO BE SMOOTH UNLESS OTHERWISE NOTED. CEMENT:1,LIME:1/4,FINE AGGREGATE:3,PEA GRAVEL:1-1/2,WATER:FOR CONSISTENCY. 11 6. "FOTO" (FURNISHED BY OWNER&INSTALLED BY OWNER)MEANS PRODUCT IN QUESTION WILL BE FURNISHED AND CONTRACTOR SHALL COORDINATE AND ASSUME(OR ASSIGN TO SUBCONTRACTOR)COMPLETE RESPONSIBILITY FOR C. GLASS TYPES: FLOAT GLASS:ASTM C-1036,SELECT QUALITY,TEMPERED GLASS:ASTM C-1048, PERFORMANCE STANDARD 11. ALL OTHER INGREDIENTS SHALL CONFORM TO THE LOCAL BUILDING CODE. INSTALLED BY THE OWNER. THE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS AFFECTING HIS/HER WORK. CPSC 16-CFR-1201-Cl1 WITH VISIBLE MARKINGS,CERAMIC GLASS:GLASS TO MEETASTM C-1048,SAFETY RATED WIRELESS DESIGN,ENGINEERING,SUBMITTALS TO GOVERNING JURISDICTIONS FOR APPROVAL,SUBMITTALS TO ARCHITECT, 12. MIXING CONCRETE:TO MEET ASTM C-94,MINIMUM 23 DAY COMPRESSIVE STRENGTH OF 3000 PSI,WITH A MAX.SLUMP OF 7. "FOIL (FURNISHED BY OWNER&INSTALLED BY CONTRACTOR)MEANS PRODUCT IN QUESTION WILL BE FURNISHED BY GLASS:PERMANENTLY IMPRINT WITH FIRE RESISTANCE RATING. SETTING BLOCKS: EDPM OR NEOPRENE RUBBER. ,C�� THE OWNER,AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS AFFECTING FABRICATION,TRANSPORTATION AND INSTALLATION OF THE WORK. 4 INCHES PLUS OR MINUS ONE INCH.REPLACE CONCRETE WITH GREATER SLUMP,SHOWING BLEEDING OR AGGREGATE D. MIRROR GLASS:FLOAT TYPE,1/4"THICK,NO.1 QUALITY,WITH A STAINLESS STEEL FRAME. _'�b ,1 HIS WORK. B. DESIGN-BUILD COMPONENTS OF THE WORK INCLUDE BUT ARE NOT LIMITED TO: SEPARATION. �V FIRE STOPPING,CEILING SUSPENSION SYSTEMS,&AUTOMATIC SPRINKLER SYSTEMS. C. INSTALLATION: •�_ 8. "INDICATED" MEANS REFERENCES TO GRAPHIC REPRESENTATIONS;NOTES OR SCHEDULES ON THE DRAWINGS,OR I A ER C. SUBMITTALS SHALL COMPLY WITH ALL BUILDING DEPARTMENT AND FIRE DEPARTMENT CRITERIA. INCLUDE ALL DESIGN 1. INSTALL FORM WORK 70 INSURE SHAPE IS MAINTAINED AND AGAINST LEAKAGE. DIVISION 9: FINISHES �� OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS;AND SIMILAR REQUIREMENTS IN THE CONTRACT CRITERIA,DESIGN ASSUMPTIONS,STRUCTURAL CALCULATIONS,REQUIRED CLEARANCES AND INTERFACE REQUIREMENTS. 2. INSTALL ALL REINFORCEMENT AS REQUIRED BY THE BUILDING CODE. 2,11 DOCUMENTS. TERMS SUCH AS"SHOWN","NOTED","SCHEDULED",AND"SPECIFIED"ARE USED TO HELP THE USER LOCATE AFFIX SEAL OF LICENSED PROFESSIONAL IN THE FOR THE STATE IN WHICH THE WORKOCCURS. 3. DEPOSIT IN LAYERS OF 24"DEEP MAXIMUM,WITH A MAXIMUM DROP HEIGHT OF 5 FEET.DO NOT REUSE SETCONCRETE. ,. THE REFERENCE. D. THE OWNER SHALL NOT PAY FOR PROGRESS DELAYS,ADDITIONAL WORK,ADDITIONAL PRODUCTS RESTOCKING OR 4. CONSOLIDATING CONCRETE:USE MECHANICAL HIGH FREQUENCY VIBRATORS TO CONSOLIDATE CONCRETE INTO SECTION 09 21 16:FIRE RATED/SMOKE RATED WALL SYSTEMS • 9. "DIRECTED","REQUESTED","APPROVED","AUTHORIZED","SELECTED","REQUIRED",AND-PERMITTED" MEAN DIRECTED REWORKING REQUIRED BY CONTRACTORS FAILURE TO COORDINATE DESIGN-BUILD WORK WITH OTHER WORK. CORNERS AND TO EXCLUDE AIR BUBBLES,ROCK POCKETS AND HONEYCOMB. HOLD VIBRATOR IN ONE SPOT NO LONGER A. MARKING AND IDENTIFICATION OF FIRE WALLS,FIRE BARRIERS,FIRE PARTITIONS,SMOKE BARRIERS AND SMOKE P ND, R 01 - ' BY THE ARCHITECT,REQUESTED BY THE ARCHITECT,ETC. E. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL DESIGN BUILD BACKGROUNDS AND TITLE BLOCK FOR THE THAN 125 SECONDS WITH INSERTION POINTS AT APPROXIMATELY 18"O.C. PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY ��j ., 10."REGULATIONS" MEAN LAWS,ORDINANCES,STATUTES,AND LAWFUL ORDERS ISSUED BY AUTHORITIES HAVING CONTRACTOR TO USE IN CREATING DESIGN BUILD DRAWINGS. DESIGN BUILD DRAWINGS NOT USING THE ISSUED 5. REPAIR ANY DAMAGED CONCRETE AS DIRECTED BY THE ARCHITECT. AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATIONS SHALL: -( I I L:,. JURISDICTION,AS WELL AS RULES,CONVENTIONS,AND AGREEMENTS WITHIN THE CONSTRUCTION INDUSTRY THAT BACKGROUNDS AND TITLE BLOCK WILL NOT BE ACCEPTED. DESIGN BUILD DRAWINGS TO MATCH SIZE AND LAYOUT OF 1. AFTER PARTITIONS HAVE BEEN PAINTED,INSTALL IDENTIFICATION SIGNAGE ON BOTH SIDES OF PARTITIONS. 9•?' . I" CONTROL PERFORMANCE OF THE WORK, ORIGINAL ARCHITECTURAL DRAWINGS. ARCHITECT MAKES NO REPRESENTATIONS AS TO THE ACCURACY OR 2. LOCATE IDENTIFICATION SIGNAGE ABOVE FINISHED CEILINGS AND WHERE VISIBLE BY FACILITY MAINTENANCE � O F O 1p. 11."PROJECT SITE" MEANS SPACE AVAILABLE TO CONTRACTOR FOR PERFORMING WORKACTIVITIES,EITHER EXCLUSIVELY COMPLETENESS OF BACKGROUND DRAWINGS AS THEY RELATE TO THE DRAWINGS. DIVISION 5: METALS PERSONNEL. r OR IN CONJUNCTION WITH OTHERS PERFORMING OTHER WORKAS PART OF THE PROJECT.i4 3. SPACING NOT TO EXCEED 20 FEET CENTERS AND NOT LESS THAN ONE PER FIRE-RATED PARTITION. SECTION 01 2500:PRODUCT SUBSTITUTIONS SECTION 05 5000:STEEL FABRICATIONS 4. LETTERING TO BE NOT LESS THAN 4 INCH IN HEIGHT,INCORPORATING THE SUGGESTED WORDING:"SMOKE BARRIER(OR CONFLICTS: A. THE ARCHITECT SHALL BE THE SOLE JUDGE OF WHETHER A MATERIAL,ARTICLE OR PIECE OF EQUIPMENT ON THE OTHER WALL TYPE)-PROTECT ALL OPENINGS". EXACT WORDING TO BE VERIFIED BY OWNER. A. PROVIDE ANCHORS AND ALL REQUIRED FASTENING DEVICES FOR EXECUTION OF THE WORK. CLEAN MISC.STEEL METAL A. ARTICLE 1.2.1.1 SMALL BE ADDED AS FOLLOWS: DRAWINGS OR IN THIS SPECIFICATION IS ACCEPTABLE FOR THE SUBSTITUTION SPECIFIED. AND SHOP. 1. IN EVENT OF CONFLICT OR DISCREPANCY AMONG THE CONTRACT DOCUMENTS,INTERPRETATIONS WILL BE BASED ON B. ALL SUBSTITUTION REQUESTS SHOULD BE PROVIDED 7 DAYS PRIOR TO THE BID DATE.IF SUBSTITUTIONS ARE REQUESTED SECTION 09 2216:STEEL WALL FRAMING AND SUSPENSION SYSTEMS THE FOLLOWING ORDER OF PRECEDENCE: B. MISC.STEEL SHAPES AND BOLTS TO BE ASTM A-36 OR A572.THREADED FASTENERS AND ANCHOR BOLTS TO BE ASTM A307, A. NON STRUCTURAL STEEL STUDS SHALL BEA MINIMUM 33 MIL(20 GA). a. AGREEMENT ALL INFORMATION SHALL BE PROVIDED INCLUDING THAT OF THE INITIAL PRODUCT AND THE REQUESTED SUBSTITUTION. GRADE A.PRIME WITH ONE COAT OF RUST INHIBITING PRIMER. THE ARCHITECT WILL ISSUE AN ADDENDUM PRIOR TO BID SUBMISSION LISTING ALL THE APPROVED SUBSTITUTIONS. B. STEEL STUDS SHALL BE DOUBLE STUDDED,18 GA AT ALL DOOR JAMBS,WINDOWS AND OTHER OPENINGS TO MEET ASTM 09" ,It b. ADDENDA,WITH THOSE OF LATER DATE HAVING PRECEDENCE OVER THOSE OF EARLIER DATE. C-645, CLASS B. 3t--O", c. SUPPLEMENTARY CONDITIONS SECTION 01 2600:CHANGE ORDER PROCEDURES C. LIMITING WALL HEIGHT BASED ON 16"O.C.STEEL STUDS IS AS FOLLOWS,NOTIFY ARCHITECT IF HEIGHT IS EXCEEDED: N . DE N r' d. GENERAL CONDITIONS OF THE CONTRACT A. OWNER OR ARCHITECT INITIATED CHANGES SHALL INCLUDE PRIOR TO THE COMMENCEMENT OF THE WORK A PROPOSAL DIVISION 6: WOOD AND PLASTICS 1. STEEL STUDS 3-1/2"X 1-1/4 MAXIMUM HEIGHT=1V-6' e. DIVISION 1 OF THE SPECIFICATIONS REQUEST WITH A DETAILED DESCRIPTION OF CHANGE,INCLUDING THE CHANGE LOCATION,PRODUCT AND CONTRACT 2. STEEL STUDS 4"X 1-1/4"-MAXIMUM HEIGHT=18-4" f. SCHEDULES SECTION 061000:ROUGH CARPENTRY B. USE FASTENERS AS RECOMMENDED BY THE MANUFACTURE,AND ACOUSTIC SEALANT SURROUNDING ALL OPENINGS TO BE TIME.SUCH A REQUEST IS FOR INFORMATION ONLY AND IS NOT AN AUTHORIZATION TO EXECUTE THE CHANGE OR STOP • • g. DRAWINGS&SPECIFICATIONS-IN THE CASE OF INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR THE WORK IN PROGRESS. A. PROVIDE LUMBER AND ACCESSORIES AS REQUIRED IN AREAS NOT EXPOSED TO VIEW INCLUDING BEHIND CASEWORK. TREMCO MIRASCLE 21 OR APPROVED. WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER QUANTITY OF WORK B. LUMBER TO MEET PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND DISPLAY EVIDENCE OF GRADE FROM WWPA 0 TLAND,OR GON B. CONTRACTOR INITIATED CHANGES SHALL INCLUDE A DESCRIPTION OF THE PROPOSED CHANGE,STATEMENT OF REASON (WESTERN WOODS PRODUCT ASSOCIATION)OR APA,NOW KNOWN AS ENGINEERED WOOD ASSOC. SECTION 09 2900:GYPSUM BOARD SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECTS INTERPRETATION,EXCEPT WHERE THERE EXISTS AN FOR MAKING THE CHANGE,INCLUDING THAT ON CONTRACT SUM AND CONTRACT AMOUNT,WORK OF OTHER �;A OBVIOUS ERROR,IN WHICH CASE THE CONTRACTOR SHALL REQUEST THE ARCHITECT'S INTERPRETATION AND CONTRACTORS AND THAT TO THE OWNER. C. ALL WOOD SHALL BE S4S,NOMINAL SIZES,WITH A MAXIMUM MOISTURE CONTENT OF 1896 FOR DOUGLAS FIR.WHERE A. PROVIDE TYPE 5/8"TYPE X,ASTM C-1396,OR AS CALLED OUT ON DOCUMENTS.WHERE PATCHED, FINISH GYPSUM BOARD IN EXECUTE THE WORKA3 DIRECTED. C. DOCUMENTATION FOR EACH PROPOSAL REQUEST SHALL INCLUDE BUT IS NOT LIMITED TO LABOR REQUIRED,EQUIPMENT PRESSURE TREATED HEM FIR SHALL WI PROVIDED. AT THIS AREA AS REQUIRED TO MATCH EXISTING ADJACENT SURFACE. �� g4 h. DRAWINGS-DIMENSION NUMBERS WRITTEN ON DRAWINGS PREVAIL AND TAKE PRECEDENCE OVER DIMENSIONS REQUIRED,PRODUCTS REQUIRED TAXES BONDS AND INSURANCE,CREDIT FOR DELETED WORK,AND OVERHEAD AND D. FASTENERS SHALL MEET THE FOLLOWING MANUFACTURING STANDARDS:BOLTS:FED.SPEC. -561,T 5,NUTS,FED.SPEC. B. COMPLY WITH STANDARD SPECIFICATION FOR THE APPLICATION&FINISHING OF GYPSUM BOARD,ASTM FTANC-8400 F O SCALED FROM DRAWINGS.HARD COPIES TAKE PRECEDENCE OVER ELECTRONIC DOCUMENTS REQ FF-N-836,EXPANSION SHIELDS:FED SPEC.FF-S-325,LAG SCREWS/LAG BOLTS:FED SPEC.FF 861,TOGGLE BOLTS:FED C. PERFORM WORK TO HAVE A MAXIMUM DEVIATION FROM TRUE PLANE OF NO GREATER THAN 1/8"PER 10 FTAND 1/16"IN ANY PROFIT OF CONTRACTORS AND SUBCONTRACTORS.OWNER SHALL APPROVE ALL PROPOSAL REQUESTS. SPEC FF-B-588,WOOD SCREWS,FED SPEC.FF-S-111,NAILS/STAPLES:FED SPEC FF-N-1058 RUNNING FT.PROVIDE CONTROL JOINTS AT 2112 TO 1 LENGTH TO WIDTH RATIO. CONTRACTOR'S USE OF CONTRACT DOCUMENTS IN ELECTRONIC FORM : D. BASED ON THE APPROVED PROPOSAL REQUEST,THE ARCHITECT SHALL PREPARE EACH CHANGE ORDER USING AIA E. ALL FASTENERS SHALL BE STEEL.AT PRESSURE TREATED WOOD USE STAINLESS STEEL,AT ALL EXTERIOR WORK USE HOT A. ARTICLE 1.6.2 SHALL BE ADDED AS FOLLOWS: DOCUMENT G701.THE CHANGE ORDER WILL DESCRIBE ALL WORK CHANGES AND INCLUDE ALL CONTRACTORS INVOICES. DIPPED GALVANIZED. SECTION 09 51 23:ACOUSTICAL TREATMENT E. CONTRACTOR SHALL REVISE THE SCHEDULE OF VALUES AND REQUEST FOR PAYMENT FORMS TO RECORD EACH CHANGE F. USE FASTENERS AS FOLLOWS:WHERE APPLIED TO LUMBER:NAILS OR WOOD SCREWS,TO PLYWOOD OR PARTICLE BOARD, A. COMPLY WITH"METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS',ASTM C-635AND " 1. THE ARCHITECT MAY FURNISH TO THE CONTRACTOR VERSIONS OF THE CONTRACT DOCUMENTS IN ELECTRONIC FORM ASA SEPARATE ITEM OF WORK. A N D E R S O N THE CONTRACT DOCUMENTS EXECUTED OR IDENTIFIED IN ACCORDANCE WITH SUBPARAGRAPH 1.5.1 SHALL PREVAIL IN USE NAILS OR SHEET METAL SCREWS,TO METAL USE MACHINE SCREWS OR BOLTS,TO MASONRY,USE MACHINE SCREWS RECOMMENDED PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTIC TILE AND LAY-IN CASE OF AN INCONSISTENCY WITH SUBSEQUENT VERSIONS MADE THROUGH MANIPULATABLE ELECTRONIC OR EXPANSION BOLTS. PANELS",ASTM DABROWSKI OPERATIONS INVOLVING COMPUTERS. SECTION 01 2900:SCHEDULE OF VALUES AND APPLICATION FOR PAYMENT G. ACCURATELY LOCATE,CUT AND FIT WORK SECURE RIGID,TO TRUE LINES,PLUMB AND LEVEL.PROVIDE WASHERS UNDER B. COMPLY WITH ALLLL SEISMIC REQUIREMENTS TO MEET IBC CATEGORY D,COMPLYING WITH CISCA RECOMMENDATIONS FOR 2. THE CONTRACTOR SHALL NOT TRANSFER OR REUSE CONTRACT DOCUMENTS IN ELECTRONIC OR MACHINE READABLE A. CONTRACTOR SHALL PREPARE PRIOR TO THE START OF WORK,A SCHEDULE OF VALUES IDENTIFYING EACH MAJOR WORK ALL NUTS AND HEADS AT BOLTED CONNECTIONS. AREAS SUBJECT TO SEVERE SEISMIC ACTIVITY. FORM WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ITEM,COORDINATED WITH A CONSTRUCTION PROGRESS SCHEDULE. C. PROVIDE SPECIAL INSPECTION AS REQUIRED BY CEILING MANUFACTURER AND BUILDING OFFICIALS. ARCH I T E C T S B. BASED ON THE SCHEDULE OF VALUES AND THE CONSTRUCTION PROGRESS SCHEDULE,THE CONTRACTOR SHALL SUBMIT SECTION 06 4023:CUSTOM BUILT CASEWORK AND SHELVING D. PRODUCTS: ALTERING RESPONSIBILITIES OF OWNER ARCHITECT OR CONTRACTOR : 5 COPIES OF AN ITEMIZED APPLICATION AND CERTIFICATE FOR PAYMENT,AIA DOCUMENT G702 PRIOR TO THE 24TH OF A. REFER TO DRAWINGS AS TO THE EXTENT OF WORK 1. ACOUSTICAL TILE:SEE FINISH SCHEDULE SHEET A7.0. ARTICLES 2,3,&4 SHALL BE ADDED TO AS FOLLOWS: EACH MONTH SHOWING A 10%RETAINAGE. B. STANDARDS:MATERIALS AND WORKMANSHIP GRADES SHALL BE DEFINED IN THE 2009 ED.OF ARCHITECTURAL WOODWORK 2. GRID:TO MATCH EXISTING GRID AND TO MEET SEISMIC ZONE D REQUIREMENTS,HEAVY DUTY TYPE WITH ALL TILE L L C A. ARC. 30 DAYS AFTER FINAL INSPECTION AND ACCEPTANCE BY THE OWNER,THE BALANCE DUE UNDER THE CONTRACT WILL BE QUALITY STANDARDS PUBLISHED BY AMERICAN WOODWORK INSTITUTE,RENTON VA. REMOVABLE FOR ACCESS TO SPACE ABOVE. 1. TI PROVISION IN ANY REFERENCED STANDARD,SPECIFICATION,MANUAL,OR CODE(WHETHER OR NOT SPECIFICALLY PAID,PROVIDED THE WORK IS FULLY COMPLETED. C. SHOP DRAWINGS:SUBMIT SHOP DRAWINGS FOR ALL NEW CASEWORK PER SECTION 1330,SHOWING ALL LOCATIONS, 3. FASTENERS:PROVIDE AS REQUIRED BY CEILING MANUFACTURER. INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS)SHALL BE EFFECTIVE TO CHANGE THE PRIVILEGES, PES,DIMENSIONS,AND DETAILS FOR ARCHITECTS REVIEW AND APPROVAL. DUTIES,OR RESPONSIBILITIES OF THE OWNER,ARCHITECT,OR CONTRACTOR,OR ANY OFTHEIR CONSULTANTS, ARRANGEMENTS,SHA AGENTS,OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS,NOR SHALL IT BE EFFECTIVE TO SECTION 01 3100:PROJECT COORDINATION D. PROVIDE NEW WALL AND FLOOR SURFACES WHICH ARE STRAIGHT AND TRUE FOR PROPER ALIGNMENT,AND TRUENESS, SECTION 09�16:RESILIENT FLOORING ASSIGN TO THE ARCHITECT OR ANY OF THE ARCHITECTS CONSULTANTS,AGENTS,OR EMPLOYEES ANY DUTY VE A. CONTRACTOR,ARCHITECT AND OWNER SHALL ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO THE START OF E. MAINTAIN A TEMPERATURE OF 55 DEGREES AND RELATIVE HUMIDITY OF 25%TO 55%. A. REFER TO CONTRACT DOCUMENTS AS TO THE EXTENT OF RESILIENT FLOORING AND RUBBER BASE. AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE E THE WORK OR ANY DUTY OR AUTHORITY CONSTRUCTION.PROCEDURES SHALL BE ESTABLISHED INCLUDING SUBMITTALS,REPORTS AND RECORD KEEPING, F. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. B, CONTRACTOR TO SUBMIT SAMPLES OF FLOORING TYPE,ADHESIVES AND BASE TO ARCHITECT FOR APPROVAL. AU UNDERTAKE RESPONSIBILITY CONTRARYUR THE PROVISION OF THE CONTRACT DOCUMENTS. SCHEDULES,RESOLUTION OF CONFLICTS,MEETINGS AND CLOSE-OUT DUTIES. G. PRODUCTS: C. ALL FLOOR PREPARATION MATERIALS INCLUDING PRIMER,SEALER,CRACK FILLER AND ADHESIVE SHALL BE AS MADE OR B. SCHEDULE AND CONDUCT REGULAR MEETINGS AT PROJECT SITE. 1. HARD BOARD:AHAA135.4 RECOMMENDED BY THE FLOORING MANUFACTURER. 0 C. INFORM PARTICIPANTS AND OTHERS INVOLVED,AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED OF PROJECT MEETINGS. 2. MEDIUM DENSITY FIBERBOARD:ANSI A208.2,GRADE MD,MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE D. TESTING:PRIOR TO APPLICATION OF FLOORING,PERFORM A VAPOR TRANSMISSION TEST ON THE SURFACES. OWNER'S RIGHT TO PAY CLAIMS AGAINST CONTRACTOR : D. PREPARE AND DISTRIBUTE MEETING AGENDA(MEETING MINUTES) EQUAL TO SIERRA PINE'S"MEDEX","MEDEX NC"AND"MEDITE 11"AND WEYERHAEUSER'S"PREMIUM PLUS". A. ARTICLE 2.5 SHALL BE ADDED AS FOLLOWS: E. RECORD SIGNIFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED. DISTRIBUTE MEETING MINUTES TO ALL INVOLVED 3. PARTICLE BOARD:ANSI STANDARD A208.1,GRADE M-S.,MINIMUM DENSITY:45 PCF,MAXIMUM MOISTURE CONTENT:8%. SECTION 09 9100:PAINTING 21 ) 1. IF THE CONTRACTOR FAILS,NEGLECTS,OR REFUSES TO MAKE PROMPT PAYMENT OF ANY VALID CLAIM FOR LABOR OR WITHIN THREE(3)DAYS OF MEETING. WET LOCATIONS USE 1/2"MINIMUM MARINE PLYWOOD FOR ALLTOPS AND BACK SPLASHES. A. EXTENT OF PAINTING IS INCLUDED ON THE ROOM FINISH SCHEDULE.ADDITIONALLY PAINT ALL ITEMS EXPOSED NOT TO SERVICES FURNISHED TO THE CONTRACTOR OR ANY SUBCONTRACTOR AS SUCH CLAIM BECOMES DUE FOR WORK F. CLOSE OUT DUTIES WILL INCLUDE THE DATE PLANNED TO CONDUCT THE SUBSTANTIAL COMPLETION INSPECTION AND THE 4. MARINE-GRADE PLYWOOD(COUNTERTOPS WITH SINKS):DOUGLAS-FIR OR WESTERN LARCH. THE GRADE OF ALL PLIES HAVE FACTORY FINISH. PERFORMED ON THIS PROJECT,THE OWNER MAY PAY SUCH CLAIM TOTHE PERSON FURNISHING SUCH LABOR OR FINAL COMPLETION INSPECTION AND EQUIPMENT START UP.ALL CLEANING MUST BE PERFORMED PRIOR TO THESE OF VENEER IS B OR BETTER. B-GRADE VENEER MAY HAVE KNOTS BUT NO KNOTHOLES. A-GRADE VENEER HAS NO KNOTS B. COLOR SAMPLE:VERIFY TYPE OF PAINT TO BE USED FOR EACH TYPE OF PAINT MATERIAL,COLOR AND SHEEN PRIOR TO SERVICES,AND CHARGE THE AMOUNT OF THE PAYMENT AGAINST FUNDS DUE,OR TO BECOME DUE,TO THE INSPECTIONS TO THE SATISFACTION OF THE ARCHITECT. OR KNOTHOLES. THE MAXIMUM CORE-GAP SIZE PERMITTED IS 1/8". ITS EXPOSURE DURABILITY RATING IS EXTERIOR AND SUBMITTING TWO SAMPLES TO ARCHITECT FOR REVIEW. Portland Office: CONTRACTOR BY REASON OF THIS CONTRACT. THE FLUE USED IS A FULLY WATERPROOF STRUCTURAL ADHESIVE. C. EXAMINE SURFACE CAREFULLY PRIOR TO STARTING WORK.NOTIFY ARCHITECT IMMEDIATELY IF SURFACES ARE NOT 1430 SE 3rd Ave, Ste 200 2. THE OWNER'S PAYMENT OF SUCH CLAIM WILL NOT RELIEVE THE CONTRACTOR OR HIS SURETY FROM HIS/HER SECTION 01 3300:SHOP DRAWINGS AND DATA SUBMITTALS 5. OTHER SOFTWOOD PLYWOOD:DOC PS 1,MEDIUM DENSITY OVERLAY. ADEQUATE FOR MATERIALAPPUCATION. Portland, OR 97214 OBLIGATION WITH RESPECT TO ANY UNPAID CLAIMS. A. SUBMIT SHOP DRAWINGS FOR ITEMS REQUIRED TO BE FABRICATED,DESIGN-BUILD AND/OR COORDINATED WITH OTHER S. PLASTIC LAMINATE FACING AND INTERIOR LINING:HIGH PRESSURE TYPE CONFORMING TO NEMA LD-3,AT ALL VERTICAL D. COATING:FOLLOW MANUFACTURERS COATING RECOMMENDATIONS FOR NEW AND EXISTING WORK. EACH NEW SURFACE T; (503 239-7377 TRADES. SUBMIT SAMPLES FOR ALL ITEMS IDENTIFIED WHERE COLOR,TEXTURE OR PATTERN ARE TO BE DETERMINED, SURFACES INCLUDING DOOR FRONTS,0.028 INCH,ALL SEMI EXPOSED SURFACES,0.02 INCH. REFER TO COLOR AND TO BE PAINTED SHALL RECEIVE A MINIMUM OF ONE PRIME COAT OF PAINT,AND TWO FINAL COATS. . CONTRACTORS'REGISTRATION/WORKMENS COMPENSATION INSURANCE : PATTERN ON THE DRAWING FINISH SCHEDULE. ANY DIRECTIONAL PATTERNS SHALL ALL BE VERTICALLY ALIGNED ON ALL F: (503 239-7327 INCLUDING BUT NOT LIMITED TO PAINT,FLOORING,WALL COVERING,AND PLASTIC LAMINATES. A. ARTICLE 3.1.1.1 SHALL BE ADDED AS FOLLOWS:THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL POSSESS AND FACES. MAINTAIN FOR THE DURATION OF THE PROJECT A BUSINESS LICENSE&REGISTRATION WITH THE CONSTRUCTION B. SUBMITTALS SHALL CLEARLY MARK PERTINENT PRODUCTS,SHOW DIMENSIONS,WIRING AND PIPING DIAGRAMS AND 7, EDGE BANDING:PROVIDE AT ALL DOOR AND SHELVING EDGES.POLYVINYL CHLORIDE,3 MIL.THICKNESS,COLOR TO DIVISION 10: SPECIALTIES CONTRACTORS BOARD IN ACCORDANCE WITH THE LAWS OF THE STATE WHERE THE WORK IS PERFORMED AND SUBMIT REQUIRED CLEARANCES. MATCH ADJACENT FACING MATERIAL. EVIDENCE OF SUCH REGISTRATION PRIOR TO EXECUTING THE CONTRACT.CERTIFICATES OF WORKMEN'S COMPENSATION C. SUBMIT I OPAQUE COPIES FOR ARCHITECTS REVIEW. WHEN CONSULTANTS REVIEW IS REQUIRED SUBMIT(4)COPIES. (2) 8. ADHESIVES:EXTERIOR USE AND LAMINATING PLASTIC LAMINATE SURFACES:MELAMINE,PHENOL-RESIN,OR COPIES WILL BE RETURNED TO THE CONTRACTOR. SECTION 10 2600:WALL CORNER GUARDS INSURANCE MUST ALSO BE PROVIDED TO THE OWNER FOR ALL PERSONAL PERFORMING WORK ON THE JOB FOR THE RESORCIONAL-RESIN CONFORMING TO FS MMM-A-181. D. LEAVE AT LEAST(1)8"X V'SPACE ON EACH SUBMITTAL FOR CONTRACTOR'S AND ARCHITECT'S APPROVAL STAMPS WHEN A. SURFACE MOUNTED,RESILIENT,PLASTIC CORNER GUARDS CONSISTING OF SNAP-ON PLASTIC COVER INSTALLED OVER AMOUNTS INDICATED BY THE OWNER. SUBMITTALS ARE DUPLEX PRINTED, H. FINISH HARDWARE CONTINUOUS ALUMINUM RETAINER;INCLUDING MOUNTING HARDWARE;FABRICATE WITH 80 OR 135 DEGREE TURN TO 1. ADJUSTABLE SHELF SUPPORTS:KNAPE&VOGT,MODEL 255,SUPPORTS MODEL 256,STEEL WITH AZINC FINISH. PRODUCTS OR METHODS : E. ALL SUBMITTALS MUST HAVE CONTRACTOR'S STAMP,SIGNED AND CERTIFYING THAT PRODUCTS,FIELD MEASUREMENTS, 2. DOOR HINGES:BLUM CONCEALED SELF-CLOSING,WITH AN OPENING ANGLE OF 120 DEGREES,NICKEL FINISH. MATCH WALL CONDITION INAPPROPRIATE FIELD CONSTRUCTION CRITERIA„AND INFORMATION SUBMITTED HAS BEEN REVIEWED AND ACCEPTED BY THE B. WINGS TO BE 2"WIDTH SIMILAR TO INPRO IPC 160 OR APPROVED A. ARTICLE PR SHALL BE ADDED TO AS FOLLOWS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR BELIEVES THAT 3. DOOR PULLS:STANLEY MODEL 4484,FINISH TO MATCH OWNERS EXISTING HARDWARE. -0 INAPPROPRIATE PRODUCTS OR METHODS HAVE BEEN SPECIFIED,SO SHALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE CONTRACTOR AS ACCURATE AND CONFORMING WITH CONTRACT DOCUMENTS. SUBMITTALS NOT BEARING CONTRACTOR'S 4. CABLE GROMMETS:DOUG MOCKETT(800)523-1269 OR APPROVED,3"DIAMETER,MATCH ADJACENT COLOR. PROVIDE C. HEIGHT TO BE 4' "AND MOUNTED ABOVE COVE OR RUBBER BASE PRIOR TO PERFORMING THE WORK IN QUESTION. SINGED APPROVAL STAMP WILL BE RETURNED WITHOUT ARCHITECTS REVIEW. MINIMUM ONE GROMMET PER WORKSTATION. FINAL LOCATION OF GROMMET TO BE DETERMINED ON SITE BY OWNER. D. MUST MEET ASTM E-sa STANDARDS WWW.ADarChiteCtS.COm F. ARCHITECT WILL HAVE A MINIMUM OF 5 WORKING DAYS TO REVIEW ALL SUBMITTALS AND 10 WORKING DAYS FOR ANY 5. DOOR LOCKS: OLYMPUS LOCK 100 DR WITH NATIONAL D4291 KEYWAY. CONTRACTOR'S REQUESTS FOR INFORMATION : SUBMITTALS NEEDING REVIEW BY CONSULTANTS. 6. PADLOCKABLE CAM LATCH:COMBI-CAM,MODEL 7840-US26 SECTION 10 4416:FIRE EXTINGUISHERS ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND A. OSHA APPROVED&UL RATED FOR TYPE A,B,AND C FIRES,10 LB SIZE.CABINET IF SHOWN TO BE ONE HOUR RATED. PLANS SET FORTH ON THESE SHEETS ARE OWNED BY A. ARTICLE 3.2.4 SHALL BE ADDED AS FOLLOWS:THE OWNER SHALL BE ENTITLED TO DEDUCT FROM THE CONTRACT SUM 7. BRACKETS:A&M HARDWARE INC.-STEEL BRACKET,MAXIMUM 4' "DISTANCE APART. -0KI AMOUNTS PAID TO THE ARCHITECT FOR THE ARCHITECT TO EVALUATE AND RESPOND TO THE CONTRACTOR'S REQUESTS SECTION 01 3500:ALTERATION WORK 8. DRAWER SLIDES:SIDE MOUNTED,FULL EXTENSION,ZINC-PLATED STEEL WITH STEEL BALL BEARINGS;KV8400,8405/ AND ARE THE PROPERTY ,REUDER R D DABROWSKI FOR INFORMATION,WHERE SUCH INFORMATION WAS AVAILABLE TO THE CONTRACTOR FROM A CAREFUL STUDY AND A. THE EXTENT OF WORK INCLUDES CUTTING/REMOVING ITEMS TO GAIN ACCESS FOR ALTERATION WORK. ACCURIDE C3832/DYNASLIDE OR EQUAL. RECESSED SCREW HEAD MATCHING COLOR OF HINGE,SLIDER,HANDLE,ETC. ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF COMPARISON OF THE CONTRACT DOCUMENTS,FIELD CONDITIONS,OTHER OWNER-PROVIDED INFORMATION, B. SHOULD ANY ASBESTOS,LEAD PAINT OR OTHER HAZARDOUS MATERIAL BE ENCOUNTERED IMMEDIATELY NOTIFY SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR RATED FOR THE FOLLOWING LOADS: ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION CONTRACTOR-PREPARED COORDINATION DRAWINGS,OR PRIOR PROJECT CORRESPONDENCE OR DOCUMENTATION. ARCHITECT AND COMPLY WITH THE REGULATORY AGENCY REQUIREMENTS. a. BOX DRAWER SLIDES-100 LBS OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS ADDITIONALLY,COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 009 i0. C. PROTECT ALL EXISTING WORK AGAINST THE EXTREMES OF WEATHER,TEMPERATURE AND HUMIDITY. b. FILE DRAWER SLIDES-150LBS PROHIBITED BY LAW. D. INSULATE EXISTING DUCTWORK AND PIPING WHERE NECESSARY TO PREVENT CONDENSATION, c. PENCIL DRAWER SLIDES-45 LBS FIELD ENGINEERING: E. TOUCH UP,REPAIR OR REPLACE WORK THAT HAS BEEN SOILED OR DAMAGED DURING CONSTRUCTION. d. KEYBOARD SLIDES-75 LBS EyeHealth Northwest A. ARTICLE 3.3.4 SHALL BE ADDED AS FOLLOWS:COMPLY WITH SECTION 01720. F. CLEAN UP AREAS IMMEDIATELY AFTER DEMOLITION. e. LATERAL FILES/PRINTER OR EQUIPMENT SLIDE OUTS-200 LBS 9. DOOR STOPS:HAFFELE-DORNA.STOP FLAP STAY WITH BRAKE LENGTHS AS REQUIRED. LOCATE ON DOORS ADJACENT Tigard Medical Center Remodel LISTING PRODUCT MANUFACTURERS&INSTALLERS : SECTION 01 4200:REFERENCED STANDARDS TO EXTERIOR WINDOWS OR AS INDICATED ON DRAWINGS. 15298 Southwest Royalty Parkway A. ARTICLE 3.4.4 SHALL BE ADDED AS FOLLOWS:COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 01600. A. PRODUCTS OR WORKMANSHIP SPECIFIED BY REFERENCED STANDARDS SHALL COMPLY WITH THE REQUIREMENTS OF THE 10. SHELF SUPPORTS:METAL BODY PINS FOR PRE-DRILLED CABINET SIDE PANELS;PVC COATED PINS ACCEPTABLE:U.S. SPECIFICATIONS OR STANDARD,EXCEPT WHEN MORE RIGID REQUIREMENTS ARE NOTED ON THE DRAWINGS. FUTABA,INC.NICKEL FOR 5MM HOLE 1 114"ON CENTER,PIN LENGTH 5/16",SHELF REST 5/16"W X 7/15'L. Tigard, OR 97224 PRODUCT SUBSTITUTIONS: B. REGULARITY AGENCIES: 11. CATCHES:MAGNETIC TYPE ACCEPTABLE A. ARTICLE 3.4.5 SHALL BE ADDED AS FOLLOWS:COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 01630. 1. ADA-AMERICAN WITH DISABILITIES ACT,EEOC,US JUSTICE DEPT,WASHINGTON D.C. 12. HANGING FILE BRACKETS: KINETRON,INC.HANGING FILE BRACKET SYSTEM WITH ZINC FINISH. 2. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE,1819 L ST.NW,SUITE 600,WASHINGTON DC 13. ADJ USTABLE SHELVES:KNAPE&VOGT,MODEL 183 BRACKETS&83 STANDARDS,STEEL WITH ANOCHROME FINISH. PERMITS: 3. ASTM:100 BARR HARBOR ROAD,WEST CONSHOCKEN,PA I. FABRICATION:AN FABRICATION STYLE:FLUSH OVERLAY Construction Documents A. ARTICLE 3.7.1 SHALL BE MODIFIED AS FOLLOWS: 4. US ENVIRONMENTAL PROTECTION AGENCY,REGION 10,1200 SIXTH AVENUE,SEATTLE,WA. J. CABINETS WITH ADJUSTABLE SHELVES NOT EXCEED 36"FOR 314"SHELVES. SPANS EXCEEDING 36"IN LENGTH,INCREASE Revisions:1. THE GENERAL BUILDING PERMIT WILL BE SECURED AND PAID FOR BY THE OWNER,THEREFORE THE CONTRACTOR 5. NFPA-NATIONAL FIRE PROTECTION ASSOCIATION,I BATTERYMARCH PARK,QUINCY MA. TO 1"THICKSHELVES. SHALL NOT INCLUDE THE FEE IN THE CONTRACT SUM. 6. OSHA-OCCUPATIONAL SAFETY&HEALTH ADMIN.,200 CONSTITUTION AVE N.W.,WASHINGTON DC K. ALL COUNTERTOPS AND SHELVING TO BE PLYWOOD,ALL OTHER,314"PARTICLE BOARD. PROVIDE 7'RADIUS ON EXPOSED 2. THE PLAN CHECKING FEES AND THE SYSTEMS DEVELOPMENT FEES WILL BE PAID BY THE OWNER,AND THEREFORE 7. OSSC-OREGON STRUCTURAL SPECIALTY CODE,OREGON BUILDING CODES AGENCY,SALEM,OR COUNTERTOP CORNERS. L. ALL BACK SPLASHES WHERE P-LAM IS USED SPECIFICALLY AT ANY WET LOCATIONS SHALL BE LAMINATED ON BOTTOM OF THE CONTRACTOR SHALL NOT INCLUDE THE FEES IN THE CONTRACT SUM. SECTION 01 7300:FIELD ENGINEERING THE BACK SPLASH PIECE AND HAVE A SOLID CONTINUOUS BEAD OF SILICONE UNDER THE EDGE OF THE SPLASH PRIOR TO 3. ALL OTHER LEGALLY REQUIRED PERMITS AND LICENSES SHALL BE OBTAINED AND THEIR FEES PAID FOR BY THE A. THE CONTRACTOR SHALL ESTABLISH BENCHMARKS REFERENCED TO EXIST.CONTROL POINTS.SURVEYING INSTRUMENTS AFFIXING IT TO THE TOP. IN PLACES WHERE THERE IS HEAVY USE OF WATER,NOURISHMENT STATIONS/LABS/ER, ETC. CONTRACTOR. SHALL BE USED FOR LAYOUT FOR DOORS,CEILINGS,ELECTRICAL AND MECHANICAL WORK. THE USE OF A WILSON ART BENT METAL PIECE OR EQUIVALENT SHALL BE USED OVER THE BACK SPLASH AND EXTEND A Date: 01/07/14 MINIMUM OF 1'BEYOND BOTH ENDS OF THE SINK OR TO THE WALL WHICH EVER IS LESS. CONTRACTOR'S SUPERINTENDENT: SECTION 01 7350:CUTTING AND PATCHING M. ALL EDGES AND DEVICES WITHIN THE P-LAM COUNTER SHALL BE CAULKED. Scale: NO SCALE A. ARTICLE 3.9.2 SHALL BE ADDED AS FOLLOWS:THE CONTRACTOR SHALL EMPLOY A SUPERINTENDENT WHO WILL PERFORM N. TACK BOARDS TO BE CONSTRUCTED OF BUILDER BOARD OR SOUNDBOARD. AFFIX TACK BOARD FABRIC WITH SILVER AS A COORDINATOR FOR MECHANICAL AND ELECTRICAL WORK. THE SUPERINTENDENT SHALL BE KNOWLEDGEABLE IN A. ALL AREAS WHERE THE EXISTING FINISH HAS BEEN REMOVED TO ACCOMMODATE ALTERATIONS INCLUDING BUT NOT MECHANICAL AND ELECTRICAL SYSTEMS AND CAPABLE OF READING,INTERPRETING AND COORDINATING DRAWINGS, LIMITED TO PLUMBING,ELECTRICAL,HVAC,CASEWORK AND ACCESSORIES,SURFACES SHALL BE PATCHED TO MATCH THE BEAUTY RINGS AND APPROPRIATE RECESSED SCREWS OR SMALL FINISH NAILS HIDDEN MAY BE USED EXIST.MATERIAL,COLOR,TEXTURE AND FINISH OF THE ADJACENT SURFACE. O. HARDWOODS SHALL BE APA AN PREMIUM GRADE. Project No.: AD13127 SPECIFICATIONS,AND SHOP DRAWINGS PERTAINING TO SUCH SYSTEMS.THE SUPERINTENDENT SHALL ASSIST THE SUBCONTRACTORS IN ARRANGING SPACE CONDITIONS TO ELIMINATE INTERFERENCE BETWEEN THE MECHANICALAND SECTION 01 7419:CLEANING AND TRASH REMOVAL File Name: AD131 ELECTRICAL SYSTEMS AND OTHER WORKAND SHALL SUPERVISE THE PREPARATION OF COORDINATION DRAWINGS A. THE CONTRACTOR SHALL REMOVE ALL TRASH DAILY,OR SOONER.ALLSALVAGED ITEMS THAT HAVE BEEN REMOVEDARE DIVISION 7: THERMAL & MOISTURE PROTECTION DOCUMENTING THE SPATIAL ARRANGEMENTS FOR SUCH SYSTEMS WITHIN RESTRICTED SPACES. THE COORDINATOR THE PROPERTY OF THE OWNER UNLESS DIRECTED BY THE OWNER FOR DISPOSAL SHALL ASSIST IN PLANNING AND EXPEDITING THE PROPER SEQUENCE OF DELIVERY OF MECHANICAL AND ELECTRICAL B. DURING DAILY AND FINAL CLEANINGS THE AREAS(S)CLEANED SHALL MAINTAIN NEGATIVE PRESSURE. HEPA FILTRATION SECTION 07 8413:FIRE STOPPING Drawn By: BKC/SJS EQUIPMENT TO THE SITE. SYSTEMS SHALL BE USED FOR DEVICES USED FOR PARTICLE REMOVAL. A. WORK CONSISTS OF SEALING OPENINGS IN ACCORDANCE WITH ALL LOCAL CODES THROUGH FIRE RATEDASSEMBLIES TO C. ALL CLEANING MATERIALS TO BE USED SHALL BE THOSE RECOMMENDED BY THE MANUFACTURER. PREVENT THE PASSAGE OR SPREAD OF FLAME,SMOKE OR GASES INCLUDING BUT NOT LIMITED TO: MECHANICAL PIPING, Checked By: JMA D. DURING CONSTRUCTION ,CLEAN AREAS PRIOR TO PAINTING. DUCTWORK,AND ELECTRICAL CONDUIT,AND OPEN JOINTS AT BETWEEN FIRE RATED WALLS,DECKS,FLOORS AND DIVISION 1: GENERAL REQUIREMENTS E. THE FINAL CLEANING SHALL INCLUDE REMOVAL OF ALL WASTE,VACUUMING ALL SURFACES,WASHING AND POLISHING CEILINGS.FIRE STOPPING TO BE GOVERNED BY THE LOCAL CODES INCLUDING THE HOSE STREAM TEST IN IBC 712&713. FLOORS,CLEANING CASEWORK,& VENTILATION SYSTEM TO THE EXTENT AFFECTED. B. AFTER WORK COMPLETION,SUBMIT MANUFACTURERS WRITTEN CERTIFICATION THAT FIRE STOPPING HAS BEEN INSTALLED Jurisdiction Approval: SECTION 01 1000:SUMMARY OFTHE WORK IN COMPLIANCE WITH REGULATORY REQUIREMENTS. PROVIDE SPECIAL INSPECTIONS IF REQUIRED. WORK CONSISTS OF DEMOLITION OF NON-RATED WALLS AND CASEWORK,REMOVAL OF EXISTING FINISHES,AS WELLAS NEW SECTION 01 7700:CONTRACT CLOSEOUT C. FIRE STOPPING SHALL BE RATED IN ACCORDANCE WITH ASTM E-814 OR UL 1479.IT SHALL REMAIN FLEXIBLE,AND NOT PULL CONSTRUCTION OF NON-RATED WALLS,CASEWORK AND DOORS. A. THE ARCHITECT,AFTER INSPECTION WILL PREPARE AN CERTIFICATE OF SUBSTANTIAL COMPLETION,AIA DOCUMENT G704, AWAY FROM CONTACT SURFACES WHERE EXPOSED TO VIEW IT WILL BE PAINTABLE. ACCOMPANIED BY A LIST OF ITEMS TO BE COMPLETED OR CORRECTED.ARCHITECT WILL MAKE ONE ADDITIONAL FINAL A. WORKING HOURS INSPECTION TO DETERMINE WHETHER THE ALL DEFICIENCIES HAVE BEEN CORRECTED.ALL OTHER TRIPS WILL BE SECTION 0782 00:JOINT SEALANTS WITHIN REMODEL AREA: NORMAL BUSINESS HOURS DEFINED AS 7:00AM-5:OOPM MONDAY THRU FRIDAY EXCEPT FOR NOISY CHARGED TO THE CONTRACTOR AT THE ARCHITECTS STANDARD BILLING RATE. A. EXTERIOR JOINTS:MODIFIED SILICONE,(STPe)SEALANT,INTERIOR JOINTS:ACRYLIC LATEX SEALANT. PROVIDE A SAMPLE OPERATIONS OR WORK ON ANY SYSTEMS WHICH AFFECT PATIENT CARE AND THE OPERATION OF THE(AREA YOU ARE B. CONTRACTOR SHALL FILE:AIA DOCUMENT G706,AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,AIA DOCUMENT G707A, OF EACH SEALANT FOR THE ARCHITECTS REVIEW.COLOR TO MATCH ADJACENT SURFACES. DESIGNATING THE WORK TO BE PREFORMED) RELEASE OF LIENS,AIA DOCUMENT NO.G 707,CONSENT(IF ANY)TO FINAL PAYMENT AND SEPARATE LIEN RELEASES FOR B. WARRANTY JOINT SEALANT WORK FOR 2 YEARS FOLLOWING PROJECT SUBSTANTIAL COMPLETION,PROVIDE ALL MECHANICAL AND ELECTRICAL WORK: WHICH INVOLVE SHUTDOWNS OF WORK OR WORK ON DUCTS OR PIPING UPSTREAM ALL SUBCONTRACTORS. ACCESSORIES INCLUDING BACKER ROD,25%GREATER THAN THE JOINT WIDTH,OF CLOSED CELL,SOFT ROD AND OF OCCUPIED AREAS SHALL BE SCHEDULED WITH HOSPITAL STAFF AT LEAST 3 WORKING DAYS PRIOR TO SHUTDOWN. POLYETHYLENE BOND BREAKER TAPE,WHERE BACKER ROD CAN NOT BE USED. B. CONTRACTORS USE OF THE PREMISES SECTION 01 7750:WARRANTIES AND BONDS C. ALL JOINTS TO BE CLEAN AND FREE FORM DUST AND OIL PRIOR TO APPLICATION.CONCRETE SURFACES TO CURE A EXCEPT AS INDICATED,THE CONTRACTOR SHALL HAVE EXCLUSIVE USE OF THE ROOMS UNDER RENOVATION AS SHOWN A. PROVIDE PAYMENT AND PERFORMANCE BONDS AS DIRECTED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION. MINIMUM OF 4 WEEKS BEFORE APPLYING THE SEALANT. ON THE DOCUMENTS,OWNER TO PROVIDE AND PAY ALL NECESSARY UTILITY CONNECTIONS. PROVIDE ALL WARRANTY INFORMATION,SERVICE AND MAINTENANCE CONTRACTS AT THE END OF THE PROJECT INA 8112" C. TEMPORARY DUST AND INFECTION CONTROL ENCLOSURES X 11"FORMAT. , PROVIDE TEMPORARY PARTITIONS IN EXISTING CORRIDOR TO SEPARATE CONTRACTOR'S ACCESS FROM PUBLIC ACCESS AND ADJACENT ROOMS. REMOVE PARTITION AT END OF PROJECT. THESE ENCLOSURES SHALL BE DESIGNED FOR DUST SECTION 01 78 23:PROJECT RECORDS AND INFECTION CONTROL TO PROTECT PATIENTS AND STAFF FROM ACQUIRING AIR BORNE INFECTIONS ASSOCIATED WITH A. ARCHITECT WILL PROVIDE ELECTRONIC ARCHITECTURAL RECORD DRAWING BACKGROUNDS FOR THE CONTRACTOR TO Sheet Title: INHALING DUST. INFECTION CONTROL IS CRITICAL SINCE MANY PATIENTS ARE AT HIGH RISK CONDITIONS. CONSTRUCTION INCLUDE IN FINAL CLOSE OUT DOCUMENTS AND TO DEVELOP"AS-BUILT'DRAWINGS(IN AUTOCAD 2000 FORMAT)OF ALL SHALL BE CONDUCTED IN TIGHT DUST PROOF ENCLOSURES CUTTING OFF ANY FLOW OF PARTICLES INTO PATIENTAREAS. OTHER TRADES TO INCLUDE IN FINAL CLOSE OUT DOCUMENTS. "AS-BUILT'DRAWINGS SHALL FOLLOW THE STANDARDS SPECIFICATIONS D. WORK PERFORMED BY OWNER SET FORTH IN ANDERSON DABROWKI ARCHITECTS"AS-BUILT BACKGROUND STANDARDS"AND IS AVAILABLE UPON THE OWNER SHALL REMOVE,PRIOR TO CONSTRUCTION,ALL EQUIPMENT&SUPPLIES IN THE WORKAREA. REQUEST, O&M BINDER REVIEW WILL FOLLOW ANDERSON DABROWSKI ARCHITECTS"PROJECT AS-BUILT/O&M SUBMITTAL CHECKLIST'AND IS AVAILABLE UPON REQUEST. Sheet No.: /� 1 .2 _/'-�. LEGEND PROPERTY LINE8c; -- SETBACK OR EASEMENT LINE MAIN FLOOR LINE CENTER LINE SITE PLAN NOTES ! ;" PAINT ALL EXISTING BUILDING ROOFING, FLASHING,AND 01 CANOPIES TO MATCH THE BLUE FROM THE EYE HEALTH NORTHWEST SIGNAGE. COLOR TBD. (NOTE NOT SHOWN) 02 NEW EXTERIOR SIGNAGE BY OTHERS.(NIC) 8 ' / - f JO AN E 0 R ON O O O O O O '> ,\ aPORT ND, ` O O V3 OF / \ `� SITE DATA i �\ ' GENERAL INFORMATION / SITE ADDRESS: 15298 SW Royalty Pkwy, Tigard,OR 97224 / \, � �OPOARD. y Y tY Y. 9 � r`-AT V ASSESSOR'S MAP/TAX ID: 2S110DB01300 / �\ \ I O�G, PARCEL SIZE: 1.16 acres \ On Y PROPERTY OWNER: EyeHealth Northwest / \ �l r PROPOSED USE: Medical Office Building � 13 , 825 SF AREAS \ � ANDERSON LOT: 1.16 acres/50,530 SF `\ \ D A B R O W S K BUILDING: 1 ,825 AREA OF REMODEL 63751 F F \ �\ \ \, � ARCHITECTS PARKING COUNTS \\ \ TOTAL SPACES: 68 / ADA SPACES: 5 BICYCLE PARKING: YES _JJ � \ Im D o 0 0 Portland Office: --- --- -- -- - -- -- Portland OR 97214 \ T: (503) 239-7377 \ \ \\ ----- F: (503) 239-7327 l ° e X\ ° Www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND .\ \ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF ]� ( SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSOPROHDABRODKBY LAWTECTS,LLC,IS EyeHealth Northwest �.� Tigard Medical Center Remodel 15298 Southwest Royalty Parkway Tigard, OR 97224 Construction Documents Revisions: -- ------------- ------------------------------------------------------------------------------------------------------------------------------------------------ --- _ Date: 01!07/14 Scale: AS NOTED Project No.: AD13127 ` SW—ROYALTY File Name: AD13127A2.0 _ -__ P_ _ Drawn By: BKC/SJS - �"`�-�_`` Checked By: JMA _ R C FFj` Jurisdiction Approval: ._------------------------- ---------------------------- -------------------- Sheet Title: SITE PLAN 1 . SITE PLAN Sheet No.: A2.0 SCALE: 1/16"= 1'-0" GENERAL DEMOLITION FLOOR PLAN NOTES 03.01.06 SCOPE B 1. GENERAL EXISTING ASBESTOS: WORK REQUIRED PRIOR TO DEMOLITION: SHOULD EXISTING ASBESTOS MATERIAL BE ENCOUNTERED, CONTACT OWNER/ARCHITECT IMMEDIATELY PRIOR TO PERFORMING CONTRACTOR TO PROVIDE SUFFICIENT NOTIFICATION OF THE WORK ANY REMOVAL. CONTAINMENT OR ENCAPSULATION TO BE IN CLINIC ® _ LANE LANE LANE ® - - - SCHEDULE TO THE BUILDING OWNER AND ADJACENT DEPARTMENTS ACCORDANCE WITH GOVERNING REGULATIONS OF DEPARTMENT OF LI OFFICE EXAM ro BREAK ® 9 8 STAFF MANAGER SHARED ENTRY ROOM T012L8 T TECH 126 123 120 TOILET PROVIDER PRIOR TO COMMENCEMENT OF ANY WORK. ENVIRONMENTAL QUALITY. 247 248 a 246 249 129 STATION I OFFICE (3-STA ALL TEMPORARY FANS, BYPASS DUCTS,AND OTHER MECHANICAL 4. EXISTING MECHANICAL, PLUMBING,AND ELECTRICAL . STAFF LOUNGE `N'f" 127 19 118 ; AND ELECTRICAL MODIFICATIONS NEEDED TO MAINTAIN EXISTING rn CLEAN AIR SUPPLY CONDITIONS FOR THE FACILITY SHALL BE IN ALL PRECAUTIONS AND REQUIREMENTS LISTED ARE THE 245 - - - J PLACE. CONTRACTOR TO FOLLOW ILSM& INFECTION CONTROL RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN TO / // /. / // // // /,/ STANDARDS. INSURE PROTECTION OF ALL ADJACENT DEPARTMENTS. HALLWAY / 2 // // // // � / // ///// // // ///// // // / // // / WORK INCLUDED: COORDINATE ALL SYSTEM SHUT DOWNS APPLICABLE TO DEMO 241 LANE WORK WITH BUILDING OWNER AND ADJACENT DEPARTMENTS. 0 / - - / / / 3 DO ALL DEMOLITION REQUIRED FOR COMPLETION OF WORK SHOWN SUB-NURSE / Y TECH ON DRAWINGS. PATCH ALL OPENINGS IN REMAINING WALLS, FLOORS,AND CEILINGSCIL ) WHERE ELECTRICAL, MECHANICAL,AND PLUMBING SYSTEMS HAVE LOCK LOCK 239 I / / / nor REMOVE DEBRIS FROM SITE DAILY. DO NOT STOCK PILE MATERIAL BEEN VACATED TO MEET CODE AS REQUIRED TO FINISH OUT SPACE. 244 242 EXAM J.C. PEDS PEDS/ADA / LAN 6 E LANE ON SITE FOR LATER REMOVAL. LEAVE SITE BROOM CLEANED AT END THIS INCLUDES PATCHING WHERE OUTLETS HAVE BEEN REMOVED. ALLWAYE EXAM 235LANE 12 LANE 11 / OF THE DAY. 240 237 131 132 133 / / 124 I 122 I LANE LANE TERMINATE ALL EXISTING ELECTRICAL IN WALLS, FLOORS,AND EXAM / 5 2 CONTRACTOR TO REMOVE ALL SCREWS, HOOKS, NAILS,ETC. FROM CEILINGS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN, HALLWAY / // 113 H/ / WALLS. PATCH &REPAIR WALL AS REQUIRED THROUGHOUT AREA OF UNLESS OTHERWISE NOTED. 243 238 STORAGE o __ WORK. � � 234 ALL W ❑ I / � CONFERENCE 23301 A E 2. SALVAGE 5. VERIFY EXISTING CONDITIONS/PROTECT FROM DAMAGE 226 EXAM - / PATIENT - a / // SUB WAITING TOILET LANE / / LANE • , TO BUILDING OWNER. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 229 STOR. OCT FA / ROOM 1 4 1 N DIMENSIONS WHICH EFFECT THEIR WORK AS DESCRIBED IN THE TOILET TOILET TOILET EXAM CLEAN 141 140 134 THE FOLLOWING MATERIALS REMAIN PROPERTY OF THE BUILDING DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF 223 224 5 228 230 OWNER: CONSTRUCTION. OF i MATERIAL AND EQUIPMENT SHOWN ON DEMOLITION PLAN WHICH ALL EXISTING WORK SHALL BE PROTECTED FROM DAMAGE AND INCLUDES, BUT IS NOT LIMITED TO:ALL DOORS, DOOR FRAMES, RESTORED TO"AS NEW"CONDITION IF DAMAGED,AT NO ADDITIONAL ® HALLWAY HALLWAY DOOR STOPS, LIGHTING FIXTURES, HVAC GRILLES, MIXING BOXES, COST TO OWNER/DEPARTMENT.THIS APPLIES TO ALL DAMPERS, ELECTRICAL COVER PLATES, SWITCH PLATES,CEILING SUBCONTRACTORS. TILES,WINDOW BLINDS, ETC. C - -__ i / / / // //.// / / 0 N •324DE N r' PATCH FLOOR FINISHES AS REQUIRED AFTER REMOVAL OF OWNER. IREMOVE AND STORE ON SITE WHERE DIRECTED BY BUILDING CASEWORK(IF FLOORING IS TO REMAIN). OFFICE IT SOILED 215 EXAM SUPPLY MINOR / / OFFICE SUPPLY / CONTACT LENS ROOM ® / AR S & STORAGE OFFICE/STORAGE STORAGE R (FUTURE) 213 PROCEDURE / t.� ORAGE ( EXAM ROOM / 3. REGULATORY AGENCY REQUIREMENTS 220 ROOM ELECTRICAL 219 214 SAFETY REQUIREMENTS: ROOM OF IF MORE RESTRICTIVE THAN THOSE SPECIFIED HEREIN,CONFORM TO EXAM SOIL 0S - BUILDING CODE REQUIREMENTS AND TO ANSI A10.6"SAFETY �° 211 212 S VISUAL �/ / / //' �I / L �/ // //' OPTICAL REQUIREMENTS FOR DEMOLITION". W� W/H O FIELDS //.//' / // // / / / /' / LAB A N D E R S O N 218 SHOT/SCALE/ Ell HALLWAY MINOR 143 / / / / / 105 GOVERNING REGULATIONS OF DEPARTMENT OF ENVIRONMENTAL PHLEBO PROCEDURE / / / D A B R O W S K QUALITY. =No231 / / /' FSCV PEA TOI:ETU HALLWAY EXAM 209 ® / / / / / / ARCH iTECTS SCO216 EXAM PUBLIC PUBLIC / / .// / / / // / / / .// / / / / 202 210 TOILET TOILET / / / / / / D 0LEI=Q / / / / �/� / / / / / � / LLC F-1 208 14 5 05.12.06 RY LIB RA GENERAL NEW FLOOR PLAN NOTES 200 HALL Y HALLWAY 1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN F201a TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS,AND 14."TYPICAL",AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE CONDITION IS THE SAME THROUGHOUT, UNLESS OTHERWISE NOTED. MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH,THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE 15.ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF DBL OFFICE EXAM EXAM THE GENERAL SCOPE INDICATED OR DESCRIBED,THE CONTRACTOR THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING Portland Office: SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE 203 204 205 206 EXAM /' // //' / / VESTIBULE / / / / / / / 1430 SE 3rd Ave, Ste 200 207 / / / // / /j // /j // AND COMPLETION OF THE WORK. OWNER. Portland// // / 100 // // T: (503) OR 97214 239-7377 2. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE 16.ALL NEW TOILET ACCESSORIES ARE TO BE MOUNTED PER F: (503) 239-7327 SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS. HE/SHE MANUFACTURER'S REQUIREMENTS TO MEET ADA STANDARDS 1111 SHALL INVESTIGATE, VERIFY,AND BE RESPONSIBLE FOR ALL UNLESS OTHERWISE NOTED. CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO 17.ALL WALL MOUNTED ACCESSORIES/ITEMS TO BE REMOVED PRIOR CONSTRUCTION. TO PAINTING WALLS. ITEMS INCLUDE, BUT ARE NOT LIMITED THE 1 . OVERALL NEW FLOOR PLAN / FIRE & LIFE SAFETY PLAN FOLLOWING: ELECTRICAL COVER PLATES, MIRRORS, COAT HOOKS, LEGEND 3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO ARTWORK, TOILET ROOM ACCESSORIES, ETC. RE-INSTALL ITEMS HIS/HER WORK. AFTER PAINTING. SCALE: 1/8"=1'-0" EXIT SIGNS W® WW.ADarchitects.com ®+� SHADE INDICATES DIRECTION. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE 18.CONTRACTOR TO COORDINATE SCHEDULING OF ALL TENANT ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND CODES, REGULATIONS,AND ORDINANCES. RELATED WORK OCCURRING IN ADJACENT SUITES WITH OWNER'S Q ELECTRONIC DOOR SECURITY LOCKS PLANS SET FORTH ON THESE SHEETS ARE OWNED BY REPRESENTATIVE, SECURITY OFFICE,AND ADJACENT TENANTS WELL RELEASED UPON ACTIVATION OF THE FIRE ALARM SYSTEM;SHADE AND ARE INDICATES CONTROL SIDE. ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF THE PROPERTY OF ANDERSON DABROWSKI 5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH BY IN ADVANCE OF ACTUAL WORK. SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE 19.CONTRACTOR TO COORDINATE W/TENANT AND/OR VENDOR WHEN Q CARD READER ACCESS DOOR OF ANDERSON DABARCHITECTS,LLC,Is ASSOCIATIONS.WHEN SEPARATELY BOUND SPECIFICATIONS INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR. SHADE INDICATES CONTROL SIDE. PROHIBITED elreoeYu+w. ACCOMPANY THESE DRAWINGS,THEY SHALL BE CONSIDERED PART EyeHealth Northwest OF THESE CONSTRUCTION DOCUMENTS. 20.ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONAL F -77-'1 HAZARD ROOMS-1 HOUR FIRE BARRIER Tigard Medical Center Remodel BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT AND ANY ' '�#; t` 45 MIN RATED DOOR, POSITIVE LATCH,&CLOSER Southwest Royalty 6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. FIRE CAULK ALL PENETRATIONS THROUGH WALL 15298 SouY ltY Parkwa Y OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. Tigard, OR 97224 21.FIRE SAFE/SEAL ALL FLOOR/WALL PENETRATIONS TO MEET 7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED HAZARD ROOMS-SMOKE PARTITION DRAWINGS. WALLS, NON RATED DOOR, POSITIVE LATCH,&CLOSER FIRE CAULK ALL PENETRATIONS TO RESIST THE PASSAGE OF SMOKE Construction Documents 8. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. 22.CONTRACTOR TO PROVIDE CORNER GUARDS AT ALL EXPOSED Revisions: DIMENSIONS ARE FROM FACE OF GYPSUM BOARD OUTSIDE CORNERS IN HALLWAYS,CORRIDORS,WAITING AREAS,AND AS INDICATED ON FLOOR PLAN DRAWING AND INTERIOR FINISH CORRIDOR-NON RATED, NON COMBUSTIBLE 9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM SCHEDULE. NOTIFY ARCHITECT OF ANY DISCREPANCIES. THE ARCHITECT. 23.ELECTRICAL CONTRACTOR TO REVIEW INTERIOR ELEVATIONS FOR WALLS-NON RATED, NON COMBUSTIBLE Date: 01/07/14 10.LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE ELECTRICAL AND DATA OUTLET LOCATIONS. CONTACT ARCHITECT --r FIRE EXTINGUISHER CABINET DETAILS. WITH ANY DISCREPANCIES BETWEEN FLOOR PLAN AND ELEVATIONS. Scale: AS NOTED FEC 11.ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL 24.GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL LAYOUT Project No.: AD13127 APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S REVIEW OF FPO FIRE PULL LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM INCORRECT Ag AED File Name: AD13127A3.0 12.IF AN ITEM IS INDICATED ON THE DRAWINGS AS(NIC), IT IS"NOT IN LAYOUTS BUT IS SIMPLY A GENERAL OVERALL CURSORY REVIEW. CONTRACT'. SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE Drawn By: BKC/SJS SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING 25.CONTRACTOR TO PROVIDE SHORING, BRACING,SUPPORTS,AND MAIN SPRINKLER RISER PERMITS. PROTECTION AS REQUIRED TO MAINTAIN THE STRUCTURAL ® MASTER FIRE ALARM PANEL Checked By: JMA INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM 13.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL DAMAGE. 0'-0" TOTAL TRAVEL DISTANCE TO AN EXIT REQUIRED BUILDING PERMITS. � (MAX DISTANCE: B=300'-0") Jurisdiction Approval: OEXIT ACCESS CHIME STROBE STROBE SMOKE DETECTOR FSSCV FIRE SPRINKLER CONTROL VALVE CITY OF TIGARD Sheet Title: Approved by Planning OVERALL FLOOR PLAN/ FIRE&LIFE SAFETY Date: 1 -13 - 1�} Initials: Ops Sheet No.: A3.0 El DEMOLITION FLOOR PLAN NOTES - o I 0 I 00 0 00 00 00 GFCI 00 GFCI (E 7—� 18 0 0 0 0 0 r r r r r r o r r REMOVE ALL WALLS INDICATED BY DASHED LINES. REMOVE ELECTRICAL (E)+1)3 +. (D)+18 GFCI + (D)+18 GFCI (E)+18 GFCI + + + (E)+18 + (E}+18 - LU + LU LU LU Fo-1 w w + + w w + w + 07 08 ,{ �J + w w w w w OUTLETS, SWITCHES, PHONE OUTLETS, DATA OUTLETS&COVER PLATES (E) (D)+18 +18 (D)+101) �44(D)+18 (D) 18 (E)+18 (E) 18 (E)+18>> (D)40 N (E) 18 (E)+18 IN AS REQUIRED TO FACILITATE WALL REMOVAL. VERIFY DISCONNECTION � b4(D) (E)+42 GFCI + FROM POWER SOURCE. (NOTE NOT SHOW) EXAM EXAM EXAM r--° (R)+18 OFFICE 07 ° EXAM ° EXAM ° TOILET + (� (E) 18i1bal' + 07 ° + � 07 t___° �' D +18 07 L� E +18 124 - 122 07 119 07 118 19 (E) 18 Fo2 REMOVE OR RELOCATE EXISTING PHONE/DATA/ELECTRICAL TO FACILITATE (R) 18 129 t___ I-C(D) 18 128 'c( ) 126 ( ) DBL NEW INSTALLATION CONFIGURATION AS SHOWN ON SHEET A3.2. PATCH r AND REPAIR WALL TO MATCH SURROUNDING CONDITIONS. (NOTE NOT ( �SHOWN) too o o (R)+18 U10 (R)+18 a0o 117 (E)+18 \ ++ \ ^ + \ + + �� \ \ + 20 + w + + w 00 OD r Fo3] REMOVE ALL BLANK PLATES AND ASSOCIATED PIECES(BOXES,CONDUITS, w Og w ( 09 I ( pg w w_ w (R)+18 09 O 09 o w w w �- a ETC)IN SCOPE OF WORK. PATCH AND REPAIR WALL TO MATCH T L _ T .. I�3 v S w w " SURROUNDING CONDITIONS. (NOTE NOT SHOWN) c� (y (E) do (E) cV w (E) (E) aro (D)+91 (E) Fo REMOVE EXISTING FINISHES(FLOORING, BASE, ETC.)THROUGHOUT SCOPE ao o 0 +T + 00 4OF WORK AND PREP FOR NEW FINISHES SHOWN ON FINISH SCHEDULE ON w I j W + p Uj w + w `� w � ar° Ir- SHEET A7.0. (NOTE NOT SHOWN) -- w o w 13 3 crx --rd HALLWAY r� + + + z -- HALLWAY z �� r D + REMOVE EXISTING CASEWORK INDICATED BY DASHED LINES AND DISPOSE o 127 o w [05] OF PROPERLY. + (E)+82 OFFICE 1 (E) w 116 (R)+18 FEXISTING EQUIPMENT, SUPPLIES, ETC.TO BE REMOVED BY OWNER PRIOR FEC __ __ S 06 TO START OF CONSTRUCTION. (NOTE NOT SHOWN) __ __ 09 EP w w x lY H 09 09 ar° ar° (D)+180= DEMO EXISTING PLUMBING FIXTURES, PLUMBING STUB OUTS,AND WALL 00 00 0 w= [07 MOUNTED BODY WASH FIXTURES AS INDICATED, CAP PLUMBING(EITHER 07 + ,+, (D) o ` \ (p)+18 SUB-NURSE R 6 x 0 ( ) ° w o o W z (E)+46 Q ( ) FEI ABOVE CEILING, BELOW FINISHED FLOOR OR ABOVE CEILING IN FLOOR .. LOW SO PIPING IS NOT LEFT IN WALLS AS REQUIRED BY CODE. STORE 09 J v $a (E)+46 D v 115 J AD! Cr BE ) M o + (R)+18 (R)+18 + + OR DISPOSE OF AS INDICATED BY OWNER,OWNER TO VERIFY PIECES TO s + 07 (E)+18 w - w co BE KEPT BEFORE BEING PUT INTO STORAGE. ® (E)+46 B w 07 0 (D)+82 10 EXAM EXAM +. LJO ` R �4 REMOVE EXISTING TOILET/SINK ACCESSORIES. SALVAGE EXISTING TOILET i (R)+18 1 123 121 Ly x 10-81 MIRRORS AND GRAB BARS AND STORE FOR RE-INSTALLATION. STORE OR STORAGE RADIOLOGY .J (R)+54 J (R)+54 (E)+54 T 9�L' Qty DISPOSE OF REMAINING ITEMS PER OWNER'S DIRECTION. OWNER TO DT (E)+58 (D)+18 (D)+18 07 EXAM VERIFY PIECES TO BE KEPT BEFORE BEING PUT INTO STORAGE. NOTE NOT 130 "'(p)+46 125 (R)+18 (R)+18 + V- VL — (R)+46� 114 OF SHOWN) ( (D)+46 — — 15 (D) 60 GFCI GFCI o (R)+18 (R)+46 �r + S(E)+82 (E)+18 OD 0 0 0 0 (D)+20 09 09 / 000 Irl r r r r DEMO EXISTING DOORS&FRAMES AS NOTED AND DISPOSE OF PROPERLY. � E +46 ;. +. + + + Fo-91 10 �+ ( ) (E) w 18 (R)+16 EXAM _ Cor+ p(D)+18 SALVAGE ANY HARDWARE IN LIKE-NEW CONDITION FOR REUSE WITHIN THE p " " (R) 18 $D 112 (R)+46 07 I 32 1 SCOPE OF WORK WHERE POSSIBLE. CONTROL 05 � T- ° � � 11-01 REMOVE LEAD LINED SHEETROCK AT RADIOLOGY AND CONTROL ROOM 131 T_ V — A Co _ J A E WALLS AND REPLACE WITH NEW TO MATCH OTHER LANES. (D)+46 o + ( 0_�0 oo + a- D) ^ o r r (E} (E)+18 + 05 a �� + - - - - -,+.. o� + 0 C] 000 W QE +42'GF (o)J (E)+18 000REMOVE ALL WALL PAPER AND WOODEN CHAIR RAIL THROUGHOUT SCOPE iY aO p (D)+44 3 w W � PO LAND>OR ON F11 OF WORK. INCLUDES ALL PUBLIC SPACES/HALLWAYS AND DECORATIVE -� -� z (D)+20 NWALLPAPER BANDING AT ROOMS THROUGHOUT THE SCOPE OF WORK. < (E)+18 E 65 r� �3 PATCH AND REPAIR WALLS AS NECESSARY. SEE FINISH PLAN SHEET A7.1 S Z TOILET 07 WIRELESS CHIME EXAM 'j 09 N (E)+18 aro _ � (R)+54 FOR MORE INFORMATION. (NOTE NOT SHOW) O 00 00 + °� 111 19 � +, - --� 113 OF STORAGE + + (E) 18 = w ��. O REMOVE ALL ELEMENTS OF EXISTING NURSE CALL SYSTEM(INCLUDING ( w 16 Q CLEAN 6' 97� (0 c� (D)+20 09 HALLWAY aD (R)+18 F12 PULLS, DOME LIGHTS, RECESSED ANNUNCIATION PANEL, ETC). PATCH ® 132 '� E)+1g STORAGE +46 LIGHT + w (R)+16 109 09 — 0D 00 WALLS AS NECESSARY TO MATCH ADJACENT CONDITIONS. (NOTE NOT (E)+18 (E)+46 9,;" 134 20 til (R)+18 EXAM ± �- + A N D E R S O N C 0' o '� S IT" SHOWN D W W m (E)+18 110 (R)+`6E-7M DABROWSKI DEMO LAMINATE SHELF AT CORRIDORS WHERE INDICATED. PATCH AS STORAGE �t� L + Jx� (E)+18 (D®1 0 (E)+82 S T [13 NEEDED.SEE SHEET A3.2 FOR INFILL AT EAST WALL BEHIND RECEPTION. (E)+46 133 w o p m— / 13 (E)+6T + + (E)+46 ARCH ITECTS (E)+46 000 OD [14] REMOVE AND SALVAGE ALL EXISTING WINDOW BLINDS FOR RE-USE WITHIN ( 46 __ (D)18 + + L L C SCOPE OF WORK. CLEAN PRIOR TO REINSTALLATION. (NOTE NOT SHOWN) (E}+18 00 15 DEMO EXISTING GLAZING AND DISPOSE OF PROPERLY. 07 00 OFFICE w =- 13 %(E)+46 ri-61 SALVAGE EXISTING CASEWORK AND PLUMBING FIXTURES(CONFIRM HALLWAY w 108 FUNCTION PROPERLY)FOR REUSE. PROTECT DURING DEMOLITION. CLEAN EXPOSED AND INTERIOR FACES. 135 I OT (E)+56 1 00 OD 00 ( ) 8 + R +1 REMOVE PLASTER TRAP AND DISPOSE OF PROPERLY. RE-PLUMB SO THAT w (E)+80 (E) w LIGHTING (E) (E) F1 ® �1 $ CONTROLS EP EP o SINK IS FULLY FUNCTIONAL. El 17/)p DEMO WALL MOUNTED LIGHT FIXTURES WHERE INDICATED AND DISPOSE `0 S 0 13 CO °� w Portland Office: [18] OF PROPERLY + �+ + (D}+18 (E) 18 + (E) 0 0 Al� — 0 1430 SE 3rd Ave, Ste 200 w ^^W D +18 + w UJ LU0_ .� w LU ( ) + + + Portland, OR 97214 19 DEMO EXISTING RECESSED STAINLESS STEEL DISPENSER AT TOILETS AND 17 (E)+18 C T: 503) 239-7377 (E)+82 S (E)+46 )PATCH/REPAIR WALLAS NECESSARY. (E)+18 (D)+53 BODY ASH 07 (E)+18 o F: (503 239-7327 20 REMOVE EXISTING WAINSCOT AT ALL WALLS OF EXISTING TOILETS AND MEDICAL w o:1 T (E)+56 SCHEDULING (E)+18 (E)+18 v 16 S(E)+82 (E)+18 }§ PATCH/REPAIR WALLS AS NECESSARY. MINOR DRECORDS o m (E)+46 106 (E)+18 21 REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHER FOR SUPPLY PROCEDURE (D)+46 104 a � - ( }+44 21 HALLWAY 136 137 (E)(E) 0 0 REINSTALLATION PER NEW FLOOR PLANS SHEET A3.2. v 0 107 r U. (E)+44 GF I Co + ar° °r° 0r° ' m°r° w w w F22 REMOVE AND SALVAGE EXISTING WALL MOUNTED MOTION DETECTOR FOR 09 + + + + + + REINSTALLTION PER DIRECTION BY OWNER. 0r° W � °0° (E)+18 w w Lu w w w �w LL WWW.ADarchitects.com REMOVE EXISTING WOOD PANELING WRAPPED AT COLUMNS AND DEMO LOWAIR w v w w w, (E)+44 UC LIG T 23 RETURN(E) — — —— ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND FSHEETROCK BACK TO FACILITATE THE INSTALL OF THE SMALLER __ T ao PLANS SET FORTH ON THESE SHEETS ARE OWNED BY __ _ _ AND ARE THE PROPERTY OF ANDERSON DABROWSKI SHEETROCK WRAP AT COLUMN AS INDICATED ON SHEET A3.2. PATCH c 00 ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SOFFIT FACES ABOVE AS NECESSARY TO MATCH ADJACENT CONDITIONS. o + !u w w 9999 13 09 SAID PLANS,REPRODUCTIONS,ID WRITTEN DESPERMI SI OR a0 W ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 09 09 + + 07 v W / OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS LU PROHIBITED BY LAW. (E) INSURANCE E eHealth Northwest COPY ROOM tt;; (E)+18 138 (E)+46 (E)+80 (D)+92 (D)+92 N� (DE)418 SPECIALIST (E)+18 Tigard Medical Center Remodel 0 (E)+82 S <� �� S(E)+46 105 15298 Southwest Royalty Parkway (E)+18 I I 18 18 (E)+18 (E)+46 V?y (D)+26 (D)+26 �� (E)+18 00 Tigard, OR 97224 —� _'(D)+18 (D)+18 B-L, - +. (D)+18 UJ FS CONTROL o (D) (D) 0 15 \ 22 / (E)+82 S VALVE(E) �J E+42 GFCI � ::@(E+42� GFCI+^�) � 09 RECEPTION 09 -- Construction Documents ( � 101 � 15 (E)+46 Revisions: C ( 20 O7 O8 O7 O8 (D N WALL MOUNTED RET�URN�(R) RETURN(E) 00 48x5x5 FIXTURE r TOILET TOILET + 19 139 140 19 18 w O (E)+82 Date: 01/07/14 MOTION DETECTOR c0 (0 CO00r° 0r0 000 aro 0rD Scale: AS NOTED 09 F (E)+82 Project No.: AD 13127 M, w 20 20 W w 0 p U. /El 1 ` El 1 — — — — — — File Name: AD13127A3.1 07 [r= (D)41 (D)+1 23 0r° Drawn By: BKC/SJS i CT 'I 23 15 � Checked By: JMA HALLWAY (E)+18 JAN/ 09 141 STOR. J � ao � � Jurisdiction Approval: –1 220 r+. ,t, + + WAITING 1 ELECTRICAL u c o o PHONE!DATA — Ta 05 103 - - -- - -- -i J (E)+46 1, Z P a 07 WAITING 2 FACP(E)+52 W w �X 102 III C(E)+82 CL W w El5 (E) (E) x CL l VESTIBULE Rz 100 Sheet Title: GTE J x co co I (E)+100 aro ao ter+. III E +45 r DEMOLITION PLANS ( ) + u.l w III ALARM KEY PAD w � SCOPE A&B — HEATER(E) (E)+18 HEATER(E) Sheet No.:VEI _J 1 . AREA A - DEMO FLOOR PLAN 2. AREA B - DEMOLITION FLOOR PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" bdb dbd NEW FLOOR PLAN NOTES "+ 8,,--007 13 T" 00 'r- 0o 00 SNE OD � 7GF ,3- - T- _ .— r �— r�— r r r r r r + + + _— + (E)+18 + + + o (") + (E}+18 GF�i 10 + +. + 9 + + (E)+18 8 + + (E)+18 L 0 0 � 7 w z LU 07 _ 126 z LU 123 Z LU 120 w z w +34w wPROVIDE AND INSTALLNEW FINISHES(PAINT, RUBBER BASE, (E) + 4 7.4 (E)+18 (E)+18( ) - (E)+18 M- (E)+48FLOORING, ETC.)THROUGHOUT SCOPE OF WORK. SEE FINISH JN) 44 A / C 74 © _+ 4GFC1 +48 (N)+84 (R)+84 (N)+84 +SCHEDULE ON SHEET A7.0 FOR MORE INFORMATION. (NOTE NOT S� BREAK (�) pl MI-1 � MI-1 MI-1 ) 18SHOWN) N + 8 ROOM (PFCI b7 TECH 16 (R)+84 (R)+84 (R)+84 + Aw (�) 18 TOILET (E) 18 (N + 2 DED 129 128 08 STATION ( +�8 (E)+48 4 4 07 4 119 PROVIDER A I , SPATCH AND REPAIR ALL NEW WALL INFILL AREAS TO MATCH \ 127 ( )+18 07 07 / OFFICE (3-STAFF) 4 B SURROUNDING CONDITIONS. (NOTE NOT SHOWN) \ / / 7 q (E)+18 (")+ iC A - 0 0 0 -- 0 0 0 0 — Coco 0 0 ce CD 000 118 + + + + �' + + + v ^+ +, "T — v v + E +118 PROVIDE AND INSTALL OUTLETS AS NOTED ON PLAN. WHERE (N)+4 + _ + + + +, — + + + + +, 0 ( ) S w z z A z zzz Z� zzz w C RECEPTACLE HEIGHTS ARE NOT SHOWN RECEPTACLES ARE TO BE rn 0 5 If -- w Co z M 1 z o 0) w w w -- 06 N N B ° N o v 06 N o v 06 N J 1 INSTALLED AT 18" PER ADA CODE. (NOTE NOT SHOWN) 06 7.4 T1- T AT- PROVIDE AND INSTALL NEW ROUGH IN (BOX, CONDUIT, MUD RING, E �° (E) (E) 0 (E) 04 N W 130a ( > 7-2' (E) 7-6' N v W ETC.)FOR DATA OUTLETS WHERE INDICATED. WHERE DATA o N � o N + + ,� i ot OUTLET HEIGHTS ARE NOT SHOWN, RECEPTACLES ARE TO BE w w °++ CLR w W °+^' W L INSTALLED AT THE SAME HEIGHT AS THE ELECTRICAL OUTLETS. ` w 06 w HALLWAY FOD WIRING PULL AND INSTALL TO BE INSTALLED BY OWNER . (NOTE o HALLWAY o 121 3 xjd — z NOT SHOWN) o 0 2 130 � W MI-1 Q7 (R)+64 05 PROVIDE NEW SWITCHES OR RELOCATE EXISTING AS INDICATED. ALIGN A A M w 16 (R)+48 = (N)+64 SEE CEILING PLAN ON SHEET A9.2 FOR WIRING SCHEMATICS. T- FEC (N) (NOTE NOT SHOWN) 06 06 ❑ N ❑ o R +46 (RED N 0 M 1-1 0 M 1-1 PI 06 0 0 1 OPROVIDE AND INSTALL DOORS AND FRAMES AS SHOWN. SEE DOOR ( ) 11 Cr° 07 8 � M-1 06 T 06 + 0 °r° °�-° 0 + + 7.4 LANE 06 + + + LANE LANE + + + + x z (��`� SCHEDULE SHEET A7.2 FOR MORE INFORMATION. g W z 06 z z ( ) x 7 F-7 Y�: Z z Z = 117 � s�`"" E +46 OPROVIDE AND INSTALL NEW PLUMBING FIXTURES AS SHOWN. SEE r (E)+46 y 6 ` 117 ❑ O A - RO DE N P UM NG � 124 122 0 + TECH E S N 07 PLUMBING SCHEDULE ON A7.0 FOR MORE INFORMATION. SEE (E)+46 PEDS of +4 1 12 + W + STATION LANE MECHANICAL DRAWINGS FOR PLUMBING DRAWINGS. LANE 12 (N)+' FTI g 7.4 w 2 w 116 2 00 00 L • A + HALLWAY + (R)+400-- 7.4 + + ±, PROVIDE AND INSTALL ANY ACCESSORIES LISTED IN THE JANITOR'S 132 (N) 8 2N)+ R)+18 ( ) 40 (R)+18 Z 0 SACCESSORIES SCHEDULE ON A7.0. (NOTE NOT SHOWN) CLOSET (N)+ 0 HEAD 125 18 ( )+18 (N)+18 ( )+18 HALLWAY 114 . — �� aa 131 R)+18 (N)+18 HEAD (R)+18 o HEA. (R)+180=D0 0 113 115 MI-1 O 07 (R)+84 n (1Q� SPROVIDE AND INSTALL FLOOR MOUNTED ELECTRICAL OUTLETS (N)+18 A A7.4 I� '+ 1 IF '+ A7.4 z R)+48 = (N)+84 OF V FLUSH WITH THE FLOOR AT OPTICAL RETAIL WHERE NOTED HEAD (E)+18 (- 7.40 07 7 1 06 OALL FURNITURE TO BE PROVIDED BY OTHERS. (NIC) CONTRACTOR (1111 )+40 (E)+46 °�+^ 07 + 0t+^ 10 07 +18 (E) w R +48 06 r"T- 1 TO PROVIDE AND INSTALL BACKING AT WALLS AS NECESSARY TO ( ) PEDS/ADA (N)+84 SUPPORT MOUNTING OF OPTICAL DISPLAY CASES WHERE 12 1 ( )+18 LANE 11 ALIGN M-1 13 v .. M-1 (R)+84 ( 'MI-1 114 � z INDICATED IN OPTICAL RETAIL 104. O r 7'4 + 13 M 1 07 hl. D N 0000 0 d ) LANE OPROVIDE AND INSTALL NEW RECESSED FIRE EXTINGUISHER 07 f� 00 (") Z + 5 (E) 11 CABINET AND EXTIGUISHER AT WALL WHERE INDICATED. (E)+18 + + + 133 + m w + z 113 0 0 0 Oo L w (E)+42 GF p (E)+18 LANE � + + P 2 ► 0 GON M I-1 w 1 Z 12 PROVIDE AND INSTALL NEW SHEETROCK AT LANES 132& 133 TO M-1 ❑ y, — REPLACE LEAD LINED SHEETROCK PREVIOUSLY REMOVED. in 9 ( PATIENT 07 (E)+65 112 M-1 �O LA + TOILET WIRELESS CHIME O7 O co 7.4 ( ) 18 0 0 111 O13 PROVIDE AND INSTALL NEW 48"TECH LIGHTING METRO LONG BATH O-1 I STORAGE CID m E +18 134 136 O8 ++ MI-1 (N)+84 OF WALL MOUNTED FIXTURE (7008CMETLYS-CF277)WHERE + ( ) /� B A7.4 zZ 06 (R)+48 = ( ) INDICATED. ALL LAMPS TO BE: 2700K. 141 W W FA 6' B (E)+18 +46 LIGHT + Q 134 SUB-WAITING :1 06 00 ° A N D E R S O N 14 PROVIDE AND INSTALL(12)NEW TECH LIGHTING DJ ARCHIE WALL (E) 18 (E)+46 o N '� ROOM W (R)+84 (R)+48 ++ 1 MOUNTED MONO POINT FIXTURES (700DJARCHC)ABOVE OPTICAL OCT w �� 135 ( )+18 (R)+84 07 MI-1 Fix 7 4 DABROWSKI DISPLAYS WHERE INDICATED. EACH INCLUDES A 4"DISPLAY JACK 11207 00 0 (700DJ4RFC)AND BACKLIGHT SHIELD (700MR16S-CH). ALL LAMPS 140 + + Jx ( M-1 LANE TO BE:2700K. CONTACT ARCHITECT PRIOR TO INSTALL TO (E)+46 0 W >Ir — C+° 4 (E)+46 ARCHITECTS CONFIRM MOUNTING HEIGHT. v sr- + 0 ( 46 r ,�O B Z z 111 (E)+46 109 0 0 L L C ( . vP# n nn 15 OFF OWNERCOORDINAFURNISHED URNISH D S ACESAV R FILE SYSTEME WITH THE OWNER AND VENDOR FOR . SAW CUTION 6 0 v v z CONCRETE AS NECESSARY TO RECESS TRACKS INTO THE FLOOR CID SO THAT THEY ARE FLUSH WITH THE NEW FINISHED FLOOR. W 4'-4" A 5'-3" ALIGN (E)+46 7.3 M-1 HALLWAY HALLWAY RELOCATED TRACKS TO BE CUT TO FIT EXISTING ROOM w (R)+64 DIMENSIONS. A 0 139 4 110 v MI-1 = (N)+64 v (E)+18 PROVIDE AND INSTALL PATIENT INDICATOR LIGHT SYSTEM WITH + ALIGN (E) � ONTACT LENS 16 W (E)*� D� (E> LIGHTING (E) (E) ^� TOGGLE ON/OFF TO BE CONNECTED FROM RECEPTION DESK TO �1" CONTROLS EP EP + EXAM BACK TECH WORK SPACES AS SHOWN. N 00 ` ,,�"�� rn 109 °` W Portland Office: PROVIDE AND INSTALL 3/4"FIRE-TREATED PLYWOOD, FLOOR TO 0 � z Lo 0 0 0 Cosi B 0 -- 17 CEILING, SECURED TO WALLS WHERE INDICATED. w + < w ++ ++w (E)+ 8 + U (E) 1430 SE 3rd Ave, Ste 200 W W w W W" W u- _ _ _ _ Portland, OR 97214 18 WRAP COLUMNS SO THAT EXTERIOR RADIUS OF NEW ROUNDED ( A (E)+18 +Fu- +38 T: (503) 239-7377 COLUMN IS WITHIN THE SOFFIT LINE ABOVE AND DOES NOT +W 10 (N)+18 E + I I I I 5 (E)+46 +34 F: (503) 239-7327 EXTEND PAST. CONTACT ARCHITECT PRIOR TO WRAPPING TO (E)+18 W B 7 4 ( ) 1181 OFFICE SUPPLY 7.3 CONTACT LENS O7 CONFIRM EXISTING COLUMN PLACEMENT. (E)+18 (E)+18 MINOR ® & STORAGE (E)+18 + OFFICE/STORAGE + SUPPLY AR 108 (E) 46 107 (E) 18 PROVIDE PLUMBING CONNECTIONS FOR OWNER FURNISHED ROOM PROCEDURE - Ell (N)+48 19 PLUMBED COFFEE MAKER DISHWASHER AND ICE MAKER ( )+44 137 HALLWAY 4 (REFRIGERATOR)AT BREAK ROOM 129. (NOTE NOT SHOWN) 142 138 (E)(E) r> 106 7'3 0 0 0 CCN a ( )+ ~ ( � 00 � I I 15 Cao opo Cao 0 COwoo 11 06 w w (E)+44 GF I + W + + + + 107 0 0 0 0 B +, + + � (E)+18 w w w w �W 108 WWW.ADarChltectS.00111 W W W W (E)+44 UC LIG T ❑ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND HALLWAY 07 PLANS SET FORTH ON THESE SHEETS ARE OWNED BY F7 P �— — AND ARE THE PROPERTY OF ANDERSON DABROWSKI 144 A + ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF b ALIGN + + + ____ + —V34 t& SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDfOR O D 143 c`� U WWW WWW W ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION + "v v v W MOTION DETECT OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS — (E)+18 w MEDICAL B 3 D OPTICAL&LENS (R)+89 OPTICAL +18 PROHIBITED BYLAW. CHECK-IN LAB VISUAL 16 CHECK-IN 16 (E) 105 ( +18 EyeHealth Northwest (E)+18 FIELDS (E)+46 (E)+� PI El Q 103 PI (E)+18 A +18 Tigard Medical Center Remodel 143 (E)+18 — = p (E)+46 3 15298 Southwest Royalty Parkway (E)+18 %(E)+46 00 00 CP-1 N cor (E)+18 7.3co _ of Tigard, OR 97224 � w - - ZZ ZZ ZZ ZZ + - - - C� z30 Revisions: Construction Documents 13 �Ey±Q GFCI (E)+42 GFCI 13 (E)+46 06 \ / N PUBLIC \ / PUBLIC 61 0 r- = LIGHT 17 08 TOILET TOILET pg RECEPTION W z9 (N)+86 1 LIGHT Date: 01/07/14 O 146 145 (E)+82 7 3 101 (N)+8 MOTION DETECTOR AS NOTED (N)+18 i CT Scale: w W 18 1 g LIGHT Project No.: AD13127 IT _ (")+8 (N)+18 (N)+18El El I LIGHT File Name: AD13127A3.2 (N)+8 -� (N)+18 �5 HALLWAY N 09 10 14 Drawn By: BKC/SJS 147 TYP. Checked By: JMA ELECTRICAL !RA N)+1 07 - (E)+ 221 OST4-5 12" 4 0 (N) 6 CK 7.5 LIG T Jurisdiction Approval: N + LIG T IT ROOM Zo (N) 6 [ILU w B N LIG OPTICAL B A 09 RETAIL 09 CL w JL 101 0104 LIGHT B 1 C❑ (N)+8 221 b0 7 5 LIGHT FAMILY (N)+8 GTE WAITING B 148 (E} (E) ' • _ ® VESTIBULE LIGHT (N)+8 Sheet Title: 100 0 0 LN gT NEW FLOOR PLANS + (E)+45 + + SCOPE A&B uuu(D W ALARM KEY PAD W 100 (E)+18 1 . AREA ANEW FLOOR PLAN 2. AREA B - NEW FLOOR PLAN Sheet No.: A3.2 SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-0" PLUMBING SCHEDULE FINISH SCHEDULE CONTACT DANIELE COLONNA WITH QUESTIONS REGARDING FINISH SCHEDULE 503.422.5666 OR DC MSTUDIOCOLONNAPDX.COM OPTICAL LAB 105 CONTACT LENS OFFICE 107, CONTACT LENS EXAM 109& LANES(TYP AT ALL) WALL CEILING Si SINK: ELKAY LRAD 1517, 18 GAUGE STAINLESS. DEPTH NOT MORE THAN 6". FAUCET: 5 1/4"GOOSENECK WITH 4"WING HANDLES. FLOOR 13ASE NORTH EAST SOUTH WEST � BREAK ROOM 129 RM. NO. ROOM NAME MAT MAT FINISH FINISH FINISH FINISH MAT FINISH HGT COMMENTS aw S2 SINK: ELKAY LRAD 2219, 18 GAUGE STAINLESS. DEPTH NOT MORE THAN 10" FAUCET: 11"GOOSENECK WITH 4"WING HANDLES. 100 VESTIBULE WM-1 RB-1 P-1 P-1 P-1 P-1 ACT/GYP ACT-2/P-8/P-9 VARIES 4 GENERAL: INCLUDES GARBAGE DISPOSAL CONNECTED TO WALL SWITCH 101 RECEPTION CPT-1 RB-l/MD P-1 P-1 P-1 P-1 ACT/GYP ACT-2/P-8/P-9 VARIES P-11 AT COLUMNS-SEE FINISH PLAN SHEET A7.1. JANITOR'S CLOSET 131 102 MEDICAL CHECK-IN CPT-1 RB-1/MD P-1 P-4 P-1 P-1 ACT/GYP ACT-1/P-10 VARIES ACCENT WALL TO HAVE HIGH GRADE FINISH. S3 SINK: FLOOR MOUNTED 'ACORN TERRAZZO-WARE'MOP SINK-CORNER SERIES WITH FAUCET. 103 OPTICAL& LENS CHECK-IN CPT-1 RB-1/MD P-1 P-4 P-1 P-1 ACT/GYP ACT-1/P-10 VARIES ACCENT WALL TO HAVE HIGH GRADE FINISH. TOILETS 119, 128, 136, 145, 146 104 OPTICAL RETAIL CPT-1 RB-1 P-1 P-3 P3 P-1 ACT/GYP ACT-2/P-8/P-9 VARIES 105 OPTICAL LAB SV-1 RB-1 P-1 P-1 P-1 P-1 ACT ACT-2 8'-6" L-1 LAVATORY:WALL HUNG'AMERICAN STANDARD'OR 'KOHLER' BUILDING STANDARD VITREOUS CHINA LAVATORY 106 HALLWAY CPT-1 RB-1 P-1 — P-1 --- ACT/GYP ACT-2/P-10 VARIES , SCORCH GUARD: TRUEBRO MODEL#102 FAUCET: SLOAN OPTIMA ETF-80 ELECTRONIC FIXTURE. 107 CONTACT LENS OFFICE/STORAGE CPT-1 RB-1 P-1 P-1 P-1 P4 ACT ACT-2 8'-6" i ADD ALTERNATE: PROVIDE PRICING FOR KOHLER ICE GREY COLOR(-95)IN LIEU OF STANDARD WHITE. 108 OFFICE SUPPLY&STORAGE CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT ACT-2 81-6" s WC-1 TOILET:ADA COMPLIANT'AMERICAN STANDARD'OR KOHLER BUILDING STANDARD TOILET 109 CONTACT LENS EXAM SV-1 RB-1 P-1 P-1 P-1 P$ ACT ACT-2 81-6" ADD ALTERNATE: PROVIDE PRICING FOR KOHLER ICE GREY COLOR (-95)IN LIEU OF STANDARD WHITE. 110 HALLWAY CPT-1 RB-1 — P-1 — P-1 ACT/GYP ACT-2/P-10 VARIES HALLWAY 147 111 LANE 4 SV-1 RB-1 P-1 P-6 P-1 P-1 ACT ACT-2 80 -6 " DF-1 DRINKING FOUNTAIN: HAWS MODEL H1011.8 WITH MODEL MTGFR.LG MOUNTING FRAME 112 LANE 1 SV-1 RB-1 P-1 P-1 P-1 P-6 ACT ACT-2 8'-6" 113 LANE 5 SV-1 RB-1 P-1 P-6 P-1 P-1 ACT ACT-2 8-4- JON NDE S 114 LANE 2 SV-1 RB-1 P-1 P-1 P-1 P-6 ACT ACT-2 8'-6" 115 HALLWAY CPT-1 RB-1 P-6 --- P-1 — ACT/GYP ACT-2/P-10 VARIES ACCESSORIES SCHEDULE 116 TECH STATION CPT-1 RB-1 P-6 — --- P-6 GYP P-10 8'-0" 117 LANE 3 SV-1 RB-1 P-1 P-1 P-1 P-6 ACT ACT-2 814" 118 PROVIDER OFFICE(3-STAFF) CPT-1 RB-1 P-1 P-1 P4 P-1 ACT ACT-2 81-6" Inv9 A-1 GRAB BARS: SALVAGE AND REINSTALL ALL EXISTING GRAB BARS. -(4)NEW 24"VERTICAL GRAB BARS FURNISHED AND INSTALLED BY CONTRACTOR FOR EXISTING TOILETS; 119 STAFF TOILET SV-1 RB-2 P-7 P-T P-7 P-7 GYP P-10 8'-0" -(1)NEW FULL SET GRAB BARS FURNISHED & INSTALLED BY CONTRACTOR FOR TOILET 128, PER ADA CODE, TO SUPPORT 250LB LOAD. 120 LANE 8 SV-1 RB-1 P-6 P-1 P-1 P-1 ACT ACT-2 8'-6" -BOBRICK 8-6806 SERIES 121 HALLWAY CPT-1 RB-1 --- P-1 --- P-6 ACT/GYP ACT-2/P-10 VARIES 32 1�®RE A-2 TOILET SEAT COVER DISPENSER: FURNISHED & INSTALLED BY OWNER (NIC). 122 LANE 6 SV-1 RB-1 P-8 P-1 P-1 P-1 ACT ACT-2 8'-6" AND A 123 LANE 9 SV-1 RB-1 P-8 P-1 P-1 P-1 ACT ACT-2 8'-6" A-3 TOILET PAPER DISPENSER: FURNISHED & INSTALLED BY OWNER (NIC). 124 LANE 7 SV-1 RB-1 P-6 P-1 P-1 P-1 ACT ACT-2 8'-6" A-4 MIRROR: SALVAGE AND REINSTALL ALL EXISTING TOILET MIRRORS. 125 HALLWAY CPT-1 RB-1 P-1 -- P-1 — ACT/GYP ACT-2/P-10 VARIES -(1)NEW FURNISHED AND INSTALLED BY CONTRACTOR, BOBRICK B-290 1830 �O? 126 LANE 10 SV-1 RB-1 P4 P-1 P-1 P-1 ACT ACT-2 8'-6" � A-6 SOAP DISPENSER: FURNISHED& INSTALLED BY OWNER (NIC). 127 TECH STATION CPT-1 RB-1 P-6 P-1 P-1 P-1 ACT ACT-2 81-6" OF 0�� A-6 PAPER TOWEL DISPENSER: FURNISHED & INSTALLED BY OWNER (NIC). 128 TOILET SV-1 RB-2 P-7 P-7 P-7 P-7 GYP P-10 8'-0" 129 BREAK ROOM SV-1 RB-1 P-1 P-1 P-1 P4 ACT ACT-2 8'-6" A-7 COAT HOOK: FURNISHED AND INSTALLED BY CONTRACTOR, MATCH BUILDING STANDARD. 130 HALLWAY CPT-1 RB-1 P-1 P-1 -- P-8 ACT/GYP ACT-2/P-10 VARIES A N D E R S O N 131 JANITOR'S CLOSET SV-1 RB-2 P-7 P-7 P-7 P-7 GYP P-10 8'-0" PROVIDE WALL PROTECTION. SEE NOTE 05 ON SHEET A7.1. D A B R O W S K 132 PEDS LANE 12 SV-1 RB-1 P-1 P-1 P-1 P-6 ACT ACT-2 8'-7" 133 PEDS/ADA LANE 11 SV-1 RB-1 P-1 P-8 P-1 P-1 ACT ACT-2 8'-7" ARCH I T E C T S 134 FA SV-1 RB-1 P-1 P-1 P-1 P-1 ACT ACT-2 81-6" L L C 135 SUB WAITING ROOM CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT/GYP ACT-2/P-10 VARIES 136 PATIENT TOILET SV-1 RB-2 P-7 P-7 P-7 P-7 GYP P-10 8'-0" 137 AR CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT ACT-2 8'-6" 138 MINOR PROCEDURE SV-1 RB-1 P-1 P-1 P-1 P4 ACT ACT-2 84-6" 139 HALLWAY CPT-1 RB-1 P-1 P-1 — P-1 ACT/GYP ACT-2/P-10 VARIES m 140 OCT SV-1 RB-1 P-1 P-1 P-1 P-1 GYP P-10 8'-0" 141 STORAGE CPT-1 RB-1 P-1 P-1 P-•i P-1 ACT ACT-2 8'-6" 142 SUPPLY ROOM SV-1 RB-1 P-1 P-1 P-1 P-6 ACT ACT-2 81-6" 143 VISUAL FIELDS SV-1 RB-1 P-1 P-1 P-1 P-1 ACT ACT-2 8'4" Portland Office: 1430 SE 3rd Ave, Ste 200 144 HALLWAY CPT-1 RB-1 P-1 — P-1 — ACT/GYP ACT-2/P-10 VARIES Portland, OR 97214 145 PUBLIC TOILET SV-1 RB-2 P-7 P-7 P-7 P-7 GYP P-10 8'-0" T: (503) 239-7377 146 PUBLIC TOILET SV-1 RB-2 P-7 P-7 P-7 P-7 GYP P-10 8'-0" F: (503) 239-7327 147 HALLWAY CPT-1 RB-1 P-1/13-6 P-1 — P-1 ACT/GYP ACT-2/P-10 VARIES P-5 FROM WAITING 148 TO CARRY ACROSS SOFFIT AT HALL 147, 148 FAMILY WAITING CPT-1 RB-1 P-6 P-1 P-1 P-1 ACT/GYP ACT-2/P-8/P-9 VARIES 220 IT ROOM EXIST I EXIST P-1 P-1 P-1 P-1 EXIST EXIST SEE NOTE 06 ON SHEET A7.1. FINISHES NOTE: 1. WALL AND CEILING FINISHES TO MEET CLASS C FLAME SPREAD AND SMOKE-DEVELOPED INDEX (FLAME SPREAD 76-200; SMOKE-DEVELOPED 0-450). www.ADarchitects.com 2. FLOOR FINISHES TO MEET CLASS "ll" CRITICAL RADIANT FLUX RATING PER NFPA 253. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESEEETS ARE3. FLOOR FINISHES TO MEET DOC FF-1 "PILL TEST" AS STATED IN 2010 OSSC SECTION 804.4.1. AND ARE THE PROPE TY OF ANDERSON DAO OWNED KW `I ARCHITECTS,LLO. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS FINISHES PROHIBITED BY LAW. EyeHealth Northwest WALL FINISHES P-8 (12'-0"AFF Soffits surrounding ACT to _FLOOR FINISHES PLASTIC LAMINATES SS-1 (Resin Panel OD Prtl Hgt Walls& Tigard Medical Center Remodel remain (M 100, 104& 148) Swinging Door) 15298 Southwest Royalty Parkway P-1 Field Manuf Miller CPT-1 PL-1 (Vertical-Reception Desk) Manuf: 3-Form Resin Panels Tigard, OR 97224 Manuf Miller Color. CW056OW Awakening Manuf Mohawk Group Manuf. Wilsonart Color: Courier Color: 0188W Baguette Finish: Flat Style: Caliber BT282 Color. High Line Style: Varia Collection; Finish: Premium Satin Color. Basalt 7879 Style: 797OK-18 3/4"@ prtl hgt walls; P-9(12'-0"AFF Soffits in Center of ACT to NOTE: 24X24 Tile; NOTE: Exterior Accent- Install at a 45 3/8"@ swinging door Construction Documents P-2 (Doors& Door/Window Frames) remain (M 100, 104, & 148) Install Monolithic; degree angle Finish: Sandstone (both sides) Revisions: Manuf. Miller Manuf Miller Provide attic stock Color. 0188W Baguette Color. 0197W Thistle Gray PL-2(Vertical-Reception Desk) TT-1 (Transaction Top Assembly) Finish: Medium Gloss Finish: Flat SV-1 Manuf: Wilsonart Manuf. 3-Form Manuf: Mannington Commercial Color. Fifth Ave. Elm Color: Renew P-3(Accents a- Optical Retail 104) P-10 (All Soffits OR hardlid ceilings not Style: Biospec MD Style: 7966K-12 Style: Chroma; Date: 01/07/14 Manuf Miller included in P-8 or P-9) Color: Iron 15368 Ready Solution 600-09 Color: 20-13-4138 Mix Manuf Miller NOTE: 6 foot wide rolls PL-3(Horiz-Reception Desk&Top Cap NOTE: 1 OX24X1"Acrylic Tops Scale: AS NOTED Finish: Premium Satin Color. 0029 Cherish is the Word of Partial Walls) with Polished Chrome Finish: Flat RB-1 (Wall Base) Manuf. Wilsonart mounting posts Project No.: AD13127 P-4 (Accent 0- Check-in 102& 103) Manuf Flexco Color. Pepperdust (3 Assemblies total) Manuf Miller P-11 (Column Finish) Style: 4"Cove Style: D327-60 File Name: AD13127A7.0 Color. 06M2185 mix Manuf Miller Color. 023 Pebble GT-1 (Grommets at Reception Desk PL-3) Finish: Premium Satin Color. 06M2185 mix PL-4 (Check-in Back Counter) Manuf Doug Mockett Co.XG3 Drawn By: BKC/SJS Finish: Acrinamel Satin RB-2(Wall Base) Manuf Wilsonart Color: Desert Sand 93D P-5 (Accent @_Waiting 148) Manuf: Flexco Color. Maroochy Brush Style: 3" Flip Top Plastic Checked By: JMA Manuf. Miller Style: 6"Cove Style: 4745-60 Color: 7794D WALL PROTECTION Color. 023 Pebble GT-2(Grommets for use with PL-6) Finish: Premium Satin PL-5 (Vertical-Lanes, Lab, Tech Stations, Manuf Doug Mockett Co.XG3 Jurisdiction Approval: CG-1 TS-1 (Transition Strip) Break Room& Backsplashes) Color: Black 90 P-6(Accent 0- Lanes, Procedure,Tech Manuf: Acrovyn Manuf Johnsonite Manuf Pionite Style: 3" Flip Top Plastic Stations, Provider Office, and Hallways) Style: 2"wing; Color Charcoal 20 Color: Tea Party in Boston Manuf: Miller Mounted above base; NOTE: Contractor to submit appropriate Style: PFA42 Color. 0980M Southern Breeze 48"to cap profiles for WM-1 to CPT-1 & CEILING FINISHES Finish: Premium Satin Color. Clear CPT-1 to SV-1 PL-6 (Horizontal-Lanes, Lab,Tech Stations & Break Room) ACT-1 (Above Reception) P-7(Toilet&Janitor's Closet) WP-1 WMA (Walk-off Mat) Manuf Pionite Manuf Eclipse ClimaPlus Manuf Miller Manuf: Acrovyn Manuf: Mohawk Group Color. Ingot Gray Style: 2X4 Tile w/2X2 appearance Color: 0980M Southern Breeze Style: .040" Rigid Sheet; Style: First Step L85 13/MM012 Style: SG211-8 Color: Mist 053 OR Taupe 107 Finish: Epoxy Mounted above base; Color: 438 Windswept 48"to cap; NOTE: 24X24 Tile; ACT-2 (Infill Throughout Scope) Medium duty Provide attic stock Manuf Armstrong Color: 194 Chinchilla Style: Match Building Standard Sheet Title: FINISHES/ACCESSORIES/EQUIP & PLUMBING SCHEDULES CONTACT DANIELE COLONNA WITH QUESTIONS REGARDING FINISHES. 503.422.5666 OR DCASTUDIOCOLONNAPDX.COM ATO .O Sheet No.: r"1 FINISH FLOOR PLAN NOTES +34 .. rr / / r / / / , / / r / r / PROVIDE AND INSTALL NEW FINISHES(PAINT, RUBBER BASE, FLOORING, N) P-6 /LAIgE' 4 • ' • - 01 / / rr / rrr / r / /RAAM r101lET/ r :. :• '. /LANE/ :..• O ETC. THROUGHOUT SCOPE OF WORK. SEE FINISH SCHEDULE ON SHEET / / / ATO FOR MORE INFORMATION. (NOTE NOTSHOWN) 1� / rr / / / / , / / / kms � / / / / / / / / / / / r / / / / / � � / V / / / / / / / / / / / / / / / rr / / x123/ / / / / / / / / / /1�Oi / / / / / / / / / SPI yQ: p-0 :. .. .. ( ) T 'CH. / / / r / / / r / r / / „ r / / / / / / / , / r / / / , / , / / / r / / / / , / / r / / / r / / / , , , / r , / / , , 1 / / r .PRQ1/IQER '...: '•.. . ,.. : .,. ....•' OPROVIDE ACCENT PAINT @ WALLS INDICATED ON THE FINISH PLAN. TYP. : STATION ' I / r / / / / / rrr , r / rr / / / / / / / , / / , r / / / / / / / rr / / / / r / / r / / / r / / / r / / / / , / / r / / / :.. .OFFIt✓E 3 'TAF THROUGHOUT(NOTE NOT SHOWN) '127... : / / / / .�irr / / / / / rr / / / / / / / /-,� / r / / rr / / / / / r /i / r,�- / ♦ r / rr / r r / / / / / / / r / - ' Room ., • . r / / r / / / r / / / / / / / - '` I rr / / r / / / / r / / / / / r / / rr / / r / / Q .::.. .:: '"` , •,: '•':' 03 MAk OPAINT ALL ELECTRICAL PANELS TO MATCH WALL COLOR AND ACCESS r / ,p,g/ p_7 / : / / / / / r / / / / / / / / / / , / / / / P- PANELS. (NOTE NOT SHOWN) / / / / / / PROVIDE CORNER GUARDS c@D ALL EXPOSED CORNERS THROUGHOUT. .0 FOR MORE INFORMATION. NOTE NOT :• :: . . .. . . . . .. .. .. .. -. •. . . ...,. .• ;•• • .. _ ,•' �' ••:•:.. : •:•.••-'-- - O SEE FINISH SCHEDULE SHEETA7 R ( . . . - •_ .. - ,. - ., ., - . . ,. - .. - 11 SHOWN .. . . .. . . . . .. - . . . ,HAL•WA Y” PROVIDE ACROVYN WALL PROTECTION JANITOR SCLOSET TO AHEIGHT G 130 .. . . . HALLWAY. . . .�. .: O 48 A.F.F. SEE FINISHES SHEET FOR MORE INFO. OF .; :,. . .. :, . •. .• •. • .. .• .:... . ., •. •. .. :• •. ... .. ., ., •.: • .. . . . . . . .. - . . . :121,'':•. •• •' ..�''•''•.� • .. . PAINT FULL HEIGHT FIRE TREATED PLYWOOD P-1 TO MATCH WALL COLOR. p$ / / r / rrrr / 'k11rN�/ rr , / r / r 06 O H WALL. 11 :.. S O VIEW N EAC .. .. - : :. .: ..• . . .. . .:,. .... . ;. . .• . : , •.•. . -. .. :. LEAVE AT LEAST ONE RATED LABEL EXPOSED G ..GG:- % PROVIDE HIGH LEVEL FINISH AT EAST WALL BEHIND RECEPTION DESK(P-4) FOR SMOOTH PAINTED APPEARANCE. PAINT DRYWALL SOFFITS AT 17-0"A.F.F SURROUNDING THE EXISTING / / / / / / / / rr / / rr / / / / / rr / / / rr / r / / / / / / / r / / / rr / / r / / / / / / / r / / / / rr / / r / _ — , P.6 08 CEILING TILE P-8 PER FINISH SCHEDULE SHEET ATO / / / / / / / r / / r / / rr / / rr / , r / / / / / / r / / r / / / / / / ..-.' ..''...:, / rr / / r / / / / / / r / , r / rrr / / rr / / / P-6 TECH . ' . T ❑ �lY PAINT SQUARE SOFFITS AT 12'-0"A.F.F. P-9PER FINISH SCHEDULE SHEET STATibN ....; JO AND tc. 09 / P-7 / / / / / / / / / , / / / / / / r / / , r I/ , / / / r / / / / / / / / / r "'' ' :•' / / / r / / �7 / / / , / / / / / / / / r / .6/ / / / / / / / r 116,. .. / / / „ / / / O A7.0. / / / r / / / r / / / / , / r / / / rr / / / / r / / / r / / rr / / / / / ' ,.. .:: ., .:�.. •.:....•:•: .,• , r / / r 1 4 � . . � �•. HALLWAY / ,2/ / , / / rr1Jr / / :: / / / / r , / r G' ND.O ` CONTRACTOR TO PAINT ALL REMAINING NEW AND EXISTING SOFFITS AND / NITOR f 10 HARD LID CEILINGS WITHIN SCOPE P-10, UNLESS OTHERWISE NOTED. 11 / LOSE / / / / / / / / / / r / / / r / rr / / r / / / / / rr / rr / / rr / / 125.: •:'••: / / / / / / / r / / rr / r / / / : 'HALLWAY , (NOTE NOT SHOWN) / / / / / / / rr / /f1 ` / r / / / r / / / / / r9�� 9tr / rrr / P-6 / / / / / / / p-0 r / / r ♦ / / / r / / rr ♦ / / / / 1 P-6 115. .. kME12/ / / / / / / / / , / / , / / rr �/ / / / / / / I r / / / / / / / / / ,� / r / / / / / / , / , �I / , rr / r , / / r / / / / , / / / r / / / / / / r /2/ / r / , / / / / OF PATCH AND PAINT THE HALLWAY SIDE OF ALL NEW WALLS/INFILLS TO 11. rrr / / / / / 11 MATCH ADJACENT WALL CONDITION AND COLOR. / , r / / / / rr / , r , / r , / / r / / / rr / / / / / / r , / rr / ” , / r / / / / / / , / / / r / / / / / / / / / r / / r / r / / / / rrrrr / r / / 'I''...:.. :•:. :. : / rr / / / /1A 41 / / / / , rr / rrr / rr / / rr r / / rr / / / / / / / / / rrr / / / - . _. - _. r rrrrrr / rrr / / / rr / / / r / rr r / / / r / / r /LAAIErr / rr / / - �• , rr / r / rrrr / rr / rr / , r OPROVIDE AND INSTALL NEW RESIN PANELS AT PARTIAL WALLS AND DOOR, , 12 I' SEE FINISHES SHEET A7.0 AND INTERIOR ELEVATIONS SHEETS A7.3-7.5 " ' FOR MORE INFORMATION. P-6 / 32 1 a / / / / / / / / / / , / / / / / / / / / / / r, / / / / / / / / / / / r / / / / / /I / rr / / / / / / / rr / , / / r / / •�••:,::.. •.... .. ' -�..••: • :. .. . . , ' / r / / / rr / / / / / / / / / r / / r / / / ., J N A E / / r / / rr / / rr / / / / / / / rr / / rr / , / r / / / / / rr / .I :°..:: ''�- ':'• ': ':: '• : - . . : . .. . / rr / / — / rr / / rr / . •.: ._ ' / rr / / / rr / / / / / r / / rr / r / r / / / / / / rr / / / / rr / / rrrr / / � - ".: • . - : ' . . . . . . . rr / / / / rr / rr . . - .. - / rrrrr / / CONTACT DANIELE COLONNA WITH QUESTIONS REGARDING FINISHES. / / / / rrr r P•6 471/ / / / / r / / / / / / l.'..•'-: ."':-••:-•:,••-�••'•: - �:: . • ' - • : - - - / r / / r rr / , rr / / .. . - . • . / / r / rrr / ND, R N 503.422.5666 OR dca_studlocolonnapdx.com p� �� /TojLRTi / r / / r / / / / / rr / / / / / / r / / / / rr / rr / / / r / / r , / / / / r / / I.•.' :.. . •: .: .•'....:. .: .- - .. • . : . ... / 1r36' / / p.g / / �,`. �...:•..'...:..•:•:';. •. / / / / r / / r /�'�i / / rr / , / / � O Q� F / /14.� / r / , rrr / rrr / r / / / r rr / / r / / r / / .F6kr , / / r , / , / / .. . . -. .. '.. . . . ,. - •'. . - / r / / r / rr / / r / , rr / / rr / r / rr• .. r / , / / , r / , rr / / FLOOR PATTERN LEGEND , , , , / , , , r / , , , , , , , r / ,p- „ , , , r , r I. ::.:: :, <5e`T - 7 • 'US'. •. AIT'IN • A40/ R90y ' CARPET / / / r / / rrr / / / / / r / / / rr CG •:.cG:..:... :1r�$ : ;.. : / / r / / / / / �y / / rr / / / / / / P� DAB ROWS K 1 . ..... ..,• . . ARCH I TE C T S .: .. .. .. . . CPT-1 L L C '�:... .:••. .....��_. ., / rr / rrr .. .. .. c G :eC WALK OFF MATT -•-•" -- '° ' " . . . _ .. . I HALLWA HALLWAY . .. . .,. .. .., ,. ., .139:. . ., .... .. . . .. . .. .. .:. . .. .. .• .•• � .•.. •.. . . .. . :. .. - •. , 1.10,,.... : :.•• • WMA 1 / LP : �.EP • • CG, - P-6 1177 SHEET VINYL , .:• .::. '.. : .:..' :::.. ...: ,.;.; .... ... ... .. 1 ., ... ..Ll .. , . .. Portland Office: / rrr / r / / rr / / rr rr / rr / r / / / r / / rr / / r / / r / / ♦ . : •.. ..•.. • •:..•. ..•.... . -: . :: .:: .. .. . . . ... ... . ... . .... . . .. . . ' Ave, Ste 20 -. . _ . . .. . . .. . .. .. _ . . . . -. . . . . . .. - - - - 430 SE 3rd Portland OR 97214 FM , SV-1 r r : :, r / rrr rrrrr / r / rr / / r / / rrr / r / rrr / / r / / / r • �G :...•'';. �..:, : : ..:-cG�• .cG:: �•. ::•:= ; •��'. . , ._ , --..• ' : •. .• :•.. . . .-- �- . . + T: (503) 239-7377 F 0 2397327 : . .. . 53 Id .. . . . :. :, . ,. _ ... , : .. .. ., . . . . . ., . •: ::.._•OFFICE:SUpPL`I(.: .. . . .. .. . . .. . .. :,. , •.•: :� .. : -- •. . T T LENS C UR &.STORAGE. CON AG .. ,E � r / , / / r / / / / / ,. OFFICE/STQRAGE•' . . / $Q.P9l•,Xrr / / / / / / / / / r / rr / / / /r3� rrr / / / rr / / r / / :. . ;. . .. ; :: •• ., .. :� ..•: :.: �• :'".•:• AFt ••'. • •• :..:. .. .. .. • . .. •• , -'1A8 �: .:-�� ` :• '• ... . • / / / r / / rr / / / / / / / / r / rrr / / �/ / / r / rrr / / / r •.: . .. .,.. . . ., . ..,- .. .. . .. •• . . .. - . , - — — - 137 > :. : . .. .. ..:. •::' - ` . HAl_f:1rVA'(' ..:147..•. ' : �: • � -�•• •'� • SCOPE OF DEMOLITION OF 12 ... -.�..-: , . . _. .,. . .. .. I ... _ - / / r / /IG.r�/J/ r / rr / ... . . - .. . _ . .. : .. . . : . .. . . . . . - .. EXISTING WALLPAPER AND WOODEN CHAIR RAIL P-6 SEE SHEET A3.1 NOTE 11 FOR MORE INFO) ) . : . .. . ' • . . -. .. . . ... . . . www ADarchitects com ', •�,G' •:. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND :HALL'WAYi `::. '. _ v PLANSFORTHTHESESHEETS ARE OWNED BY ,; GG. ... ., .• — — — CG _ "I. 4... . .:.:..• ANARE L PROPERTY USE REUSE OR DISCLOSUREKOF C G 1 I ... :.:., :. :' . :: . 1,G ::: .. ':• •- - s4 ARCHITECTS,LLC. A P u / , / / / r / / / / I�'' , �, • •.:•:• .. .,.:: ; .. :"' . : .. . :, .. . P� • .•..'. •: • : . -.- ,. :;..•;j.•.... .: ...:•••: •:�.:, r / / / /i / rrr / / ri NEW 2 CORNER GUARD 11 / / / / / / / / / / / I SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR i ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION / / / r / / / / / / / / / / / / / / / / / �•, ;. / / / / / / / / / / / / / / OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS " ..' M'EDICAL. II^vAL8�LENS: / rr / / r / / / / / / r / PROHIBITED BYLAW. ' -': :'.. :: CHECK rrr / r / / �II��AL/ / / rr / rr / :: 1: . : .. , ..:. .. • :. :.:( : EyeHealthNorthwest , / r / r / / .FtEIAS / r / / rr / / / rr : •� � . 1.02 ..: :.: •••�...: :;': .. :. .' • .. . . 103.• rpP'rlCpcl,/ / / r / I ::. .. :' - model / / / / / r /��r� / / , / r / / „ / • . . ,; ,.•. .... .:•.; ,. ,. ... . . . ' / / / / / / / / / / / r Tigard Medical Center Re Parkway r / x0i;rr / rr / rrr / R97224 15298 Southwest / / , / / / / / / r / / r / / / / / / / / / .. •'•j ••� ”: • / rr / r / / / r / / / r / Tigard, OR - ---- -:-�• -:.: . '�..: • __ _ _ _ _ _ _ _ ." �_ —''_:._':._ • :—...' . rr / / / / / r / / rrr / r / rr '• : +30 +42 '+3s j:..;.;. :. Construction Documents Revisions: r , ,�,✓ CG CG G Fr L T T _ . r / AI�Tr / / / jL _ 1 12. :.. 0 /07/14 ... . .•. : .. •:; :. :. • •. :.. .•.•• . . . •. • . . .. - ... . .. - .. Date. 1 •:• :. . .. •. •. . •.... . ... . . . . .. Scale AS NOTED 7 t 1 - r 7 / Project No.: AD13127 7 File me: El AD1312 A7.1 77 — Na Drawn B B 0 8 08 wn 06 — - - - - - -- - — — - ---. . — - - _ . - -- - - -.- — -- -- -- -- -- I'r ' . J A Checked B M 47. eck {. I 'c royal: .... „ . , ....' .: . .: :. ,. .. Jurisdiction cG C I• A IT ROOM _ .. . . : .• .... •• �'•• •�: , ... .... P3 • rug. ... , ,. ELECTRICAL 220 CG I. • ::1:• 08` 09 OPTICAL: (' ' .. RETAIL' I.• l FAMILY-. �. WAITING : :. . P-5 148 3C Sheet Title: : _ _ ---._— --- — - --.— . . - FINISH PLANS AV 08 OWN Sheet No.: A7. 1 . AREA A - FINISH FLOOR PLAN 1 . AREA B - FINISH FLOOR PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-O" DOOR HEAD/JAMB DETAIL DOOR SCHEDULE 4 P DOORS FRAMES NOTES: 5/8"GYP. BD. GROUT FOR METAL DOOR FRAMES: MILL MIXED SIZE DESCRIPTION DESCRIP DETAILS (TYPE"X"AT VERMICULITE FIREPROOFING PLASTER,U.S. RATED WALLS) GYPSUM"STRUCTO-LITE"OR EQUAL. GROUT ALL p a z DOOR FRAMES. O WW _w O w W w W woo C9 p °sm w 18 GA METAL co QNB z J Q CO) � � STUDS = F_ z J U azo p z U Opg _ 5 � 0- _J p zu- w z I— p p F- O g p w wz_ Wz p O U z J fA W W Q z W Q J W F- C9 Q O Q W Z Q O W W 2 F- Q W W X W W HOLLOW METAL s = I— cn a co co co a cn J w z u�—. _ w CO) o CO)~ FRAME DR. NO. W H T SIP MAT MAT FIN FIN TYPE L E N R FR HW MAT FIN EG DP COMMENTS 100 8'-0" 7'-0" 1-3/4" EXISTING AUTOMATIC SLIDING DOOR EXISTING DOOR TO REMAIN. DOOR 101 8'-0" 1 7'-0" 1-3/4" EXISTING AUTOMATIC SLIDING DOOR EXISTING DOOR TO REMAIN. 105 T-0" T-0" 1-3/4" • • N/A N/A B • -- HW-1 N/A N/A — — NEW DUAL ACTION SWINGING RESIN PANEL DOOR WITH NEW HARDWARE. 107 3'-0" T-0" 1-3/4" • -- • — -- EXIST PAINT -- — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEET A7.0. 1 . FRAME DETAIL 108 T-0" 7'-0" 1-3/4" • • • A • — HW-2 KDF PAINT - — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. ` 109 3'-0" 1 714" 1-3/4" • • • -- • — -- EXIST PAINT -- -- EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEET A7.0. 111 3'-0" 7'-0" 1-3/4" • • • A • -- HW-3 KDF PAINT — -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. f` SCALE: 3"=1'-0" A DE 112 3'-0" 7'-0" 1-3/4" • • • A • — HW-3 KDF PAINT -- — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 113 3'-0" T-0" 1-3/4" • • • A • -- HW-3 KDF PAINT — -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 114 3'-0" 7'-0" 1-3/4" • • • A • -- HW-3 KDF PAINT — -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. R 117 3'-0" 7'-0" 1-3/4" • • • A • — HW-3 KDF PAINT — — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 118 3'-0" 7'-0" 1-3/4" • • • -- • — — EXIST PAINT — — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. DOOR TYPES __ _ _ 119 3'-0" 7'-0" 1-3/4" • • • • HW-4 EXIST PAINT 12"KP EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. 120 3'-0" 7'-0" 1-3/4" • • • A • -- HW-3 KDF PAINT -- — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 122 3'-0" 7'-0" 1-3/4" • • • A • — HW-3 KDF PAINT -- -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. x0D aa RESIN PANEL 123 3'-0" 7'-0" 1-3/4" • • • A • — HW-3 KDF PAINT -- -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. ~� N .3A 'ER r' \ SEE SHEETA7.0 124 V-0" T-0" 1-3/4" • • • A • — HW-3 KDF PAINT -- — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. olo COMMERCIAL GRADE PIVOT HINGES 126 3'-0" 7'-0" 1-3/4" • • • — • -- -- EXIST PAINT -- — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. \ \ 128 4'-0" 7'-0" 1-3/4" • • • A • — HW-5 KDF PAINT -- 12"KP NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. tp, � ,tn.. o- 129 3'-0" T-0" 1-3/4" • • • A • — HW-3 KDF PAINT == - NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. �0 / 130a T-0" 7'-0" 1-3/4" • • • A • HW-6 HM PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. �� / 130b T-0" T-0" 1-3/4" • • • A • -- HW-6 HM PAINT -- — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. OF � N 131 3'-0" 7'-0" 1-3/4" • 1 • • A • -- HW-2 KDF PAINT — -- NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 132 T-0" T-0" 1-3/4" • • • A • — HW-3 KDF PAINT -- — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. A N D E R S O N O 133 4'-0" T-0" 1-3/4" • • • -- • • -- — EXIST PAINT -- — EXISTING LEAD DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. STANDARD DOOR SWNGING DOOR 134 V-0" T-0" 1-3/4" • • • -- • — — EXIST PAINT — — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. DABROWSKI NON-RATED NON-RATED 136 3'-0" 1 7'-0" 1-3/4" • 1 • j • -- HW-4 EXIST PAINT — 12"KP EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. ARCH I TE C T S 138 4'-0" T-0" 1-3/4" • • • -- • — -- EXIST PAINT -- — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. L L C 140 3'-0" 7'-0" 1-3/4" • • 1 • — • -- -- EXIST PAINT -- -- EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. 141 3'-0" T-0" 1-3/4" • • • A • — HW-2 KDF PAINT — — NEW DOOR W/ADA COMPLIANT HARDWARE. PAINT PER FINISH SCHEDULE A7.0. 142a 3'-0" T-0" 1-3/4" • • • -- • -- -- EXIST PAINT — -- EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEET A7.0. 142b T-0" T-0" 1-3/4" • • • — • -- -- EXIST PAINT — — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. 143 3'-0" T-0" 1-3/4" • • • -- • -- -- EXIST PAINT — -- EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. 145 3'-0" 7'-0" 1-3/4" • • • — • — HW-4 EXIST PAINT — 12"KP EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. 146 T-0" 7'-0" 1-3/4" 1 • • • — • -- HW-4 EXIST PAINT — 12"KP EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEET A7.0. ID 220 T-0" 7'-0" 1-3/4" • • • — • — -- EXIST PAINT — — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEET A7.0. 221a 3'-0" T-0" 1-3/4" • • • -- • — HW-7 EXIST PAINT — — EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. Portland Office: 1430 SE 3rd Ave, Ste 200 221b 3'-0" T-0" 1-3/4" • • • — • — HW-7 EXIST PAINT -- -- EXISTING DOOR. REFINISH AND PAINT PER FINISH SCHEDULE SHEETA7.0. Portland, OR 97214 NOTES T: (503) 239-7377 1. KDF = KNOCK DOWN FRAME F: (503) 239-7327 HARDWARE SCHEDULE HW-1 HW-7 www.ADarchitects.com 105 (OPTICAL LAB) 221 a, 221b (ELECTRICAL) ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY QTY ITEM DESCRIPTION QTY ITEM DESCRIPTION AND ARE THE PROPERTY OF ANDERSON DABROWSKI 2 EA I Pivot Hinges I Commercial Grade 1 1 Electronic Door Lock Alarm Lock-DL6100& prox/PIN version PDL6100 electronic lock ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS HW-2 PROHIBITED BYLAW. 108 (OFFICE SUPPLY & STORAGE), 131 (JANITOR'S CLOSET), & 141 (STORAGE) EyeHealth Northwest QTY ITEM DESCRIPTION DOOR SCHEDULE GENERAL NOTES Tigard Medical Center Remodel 3 EA Hin es Match Building Standard 1. ALL DOORS TO BE SOLID GRADE CORE DOORS WITH PAINT FINISH. 15298 Southwest Royalty Parkway 1 ADA Lever Lock Set Match Building Standard-Office Lock at 108 Storeroom Locks at 131 & 141 Tigard, OR 97224 1 Wall Stop Match Building Standard 2. ALL HOLLOW METAL FRAMES TO BE PAINTED WITH SPRAY APPLIED ALKYD ENAMEL. CONFER WITH 1 SET Silencers* Match Building Standard ARCHITECT BEFORE APPLYING FINISH WITH OTHER METHODS. *Note: Gasketing at Janitor's Closet 131 3. FLUSH WOOD DOORS TO COMPLY WITH REQUIREMENTS OF N.W.M.A.I.S.I. GRADE: PREMIUM Construction Documents HW-3 Revisions: 4. PROVIDE HINGES, GASKETING, SILENCERS, DOOR STOPS, ETC.AS REQUIRED AT ALL DOOR LOCATIONS. 111-114, 117, 120, 122-124, & 132 (LANES); & 129 (STAFF BREAK) REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY REQUIRED. MATCH BUILDING STANDARD. QTY ITEM DESCRIPTION 5. HARDWARE FINISH: MATCH BUILDING STANDARD FINISH AT INTERIOR DOORS. 3 EA Hinges Match Building Standard 1 ADA Lever Latch Set Match Building Standard-Passage Latch 6. REUSE EXISTING DOORS, FRAMES, HARDWARE IF POSSIBLE. (REUSE ONLY PRODUCT THAT IS IN GOOD Date: 01/07/14 1 Wall stop Match Building Standard CONDITION AND MEETS EYEHEALTH NORTHWEST STANDARDS FOR FINISHED T.I.) 1 SET Silencers Match Building Standard Scale: AS NOTED 7. ALL DOORS W/LOCKS WITHIN SCOPE TO BE KEYED/RE-KEYED BY CONTRACTOR. HW-4 Project No.: AD13127 8. PROVIDE AND INSTALL(2)BUILDING STANDARD COAT HOOKS BEHIND NEW TOILET DOOR 128 AND ALL NEIN 119, 136, 145 & 146 (EXISTING TOILETS) LANE DOORS CENTERED AT 48"AND 54"AFF TO MATCH BUILDING STANDARD(CONFIRM ON SITE). File Name: AD13127A7.2 QTY ITEM DESCRIPTION 1 I SS Kick late-12" 1 Match Building Standard 9. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK. Drawn By: BKC/SJS *Note: Balance of the hardware to remain. 10. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED Checked By: JMA HARDWARE INCLUDED IN PROJECT. HW-5 128 (NEW TOILET) 11. STANDARD RETURN BEHIND ALL DOORS TO BE 6"UNLESS NOTED OTHERWISE. Jurisdiction Approval: QTY ITEM DESCRIPTION 12. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS. COVER LABEL DURING APPLICATION OF 3 EA Hinges Match Building Standard FINISHES. 1 ADA Lever Lock Set Match Building Standard 1 w/Int. Occupancy NOT E Indicator 1 Overhead Stop Match Building Standard 1 SS Kick late-12" I Match Building Standard 1 SET Gasketin Match Building Standard CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DOOR SCHEDULE AND DOOR HARDWARE SCHEDULE DURING PRICING AND PRIOR TO START OF CONSTRUCTION. HW-6 130a & 130b (BACK HALLWAY ENTRY) QTY ITEM DESCRIPTION Sheet Title: 3 EA Hinges Match Building Standard DOOR SCHEDULE 1 ADA Lever Lock Set Match Building Standard-Entry Lock 1 Wall Stop Match Building Standard 1 SET Gasketina Match Buildina Standard 11 Overhead Closer I Match Building Standard Sheet No.: A7.2 ■ FOR NTACT DANIELE COLONNA AT 503.422.5666 NEW COUNTERTOP dcc@studiocolonnapdx.com WITH QUESTIONS REGARDING THE RECEPTION DESK DESIGN --7 12"SS SCHLUTER i OR FINISH APPLICATION. � SIGNAGE OFOI � STRIP REVEALS; SCHIENE E125EB; TT-1 (SEE FINISHES) I )L- BRUSHED FINISH { - -I l 2'-0" 2'-0" 4'-0" -0 2'-0" 4' " 2'-0" 2'-0" 5/16"SS SCHLUTER PAINTED GYP. STRIP REVEALS; - - SCHIENE E80EB; BOARD WALL BRUSHED FINISH00 b r LAMINATE PANELS PL-1 PL-1 PL-1 PL-1 FLUSH 4"PAINTED N MDF BASE Ylf P L-2 PL-2 P L-2 PL-2 PL-2 J AN E ! � �, � 1 +/-6'-4" 5'-0 1/4" 8'-0" 5'-0 1/4" +J-6'-4" 1 4-0' 1 -0 4-0' 2'-0' 4-0' 2-0 4-0" 1 -0' 4-0' 1 2 • s EQ EQ EQ PORTLAND, c ON 8.0 8.0 8.0 1A 0 8.0 A L4 1 . RECEPTION 101 2. CHECK-IN - 102 & 103 ��' OF SCALE: 3/8"= V-0" SCALE: 3/8"= V-0" �j 32 1 J N A E 0 CONTACT DAN IELE COLONNA AT 503.422.5666 OR dcO-studiocolonnapdx.com WITH QUESTIONS TT-1 TT-1 REGARDING THE RECEPTION DESK DESIGN TT-1 OR FINISH APPLICATION. OPEN SHELF o b OF "v "v 2'-0" 2'-0" 4'-0" 2'-0" 4'-0" L. 2'-0" L. 2'-0" A N D E R S O N 1 11 lilt DA B RO WS K I _ CP-1 NEW BASE ARCHITECTS •LOC I ®a111 •LOC LOCK 4LocLOCK Lo CASEWORK b L L C 18x18 16'x16' 18x16 - T <'7 ACCESS ACCESS ACCESS N PANEL PANEL PANEL PL-2 PL-2 PL-2 PL-2 PL-2 PL-2 PL-2 PL-2 L-2 PL-2 V-2" 1'-10" 5'-0" 10" 5" 1 2" 4'-0" 1'-8" 3'-6" +/-2'-6" 3'-6" V-8" 3'-6" V-8" 4'-0" 1 J2" 5" 10 5'-0" 1'-10" 1'-2" 19 41 11 01 09 r 3 2 1 ■ B a.o 8.o As.o C D 2. CHECK-IN (CONTINUED) - 102 & 103 SCALE: 3/8"= V-0" Portland Office: 1430 SE 3rd Ave, Ste 200 15 Portland, OR 97214 8'-0" " T: (503) 239-7377 3 EQ 8.o 2'-1 F: (503) 239-7327 NEW OPEN _ EXISTING SHEETROCK WINDOWS ADJUSTABLE OPENING N SHELVING - FELT STRIP www.ADarchitects.com (4" LONG) NEW 4" BACKSPLASH FIRE � AND COUNTERTOP ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY O SPRINKLER - NEW SWINGING DOOR AND ARE THE PROPERTY OF ANDERSON DABROWSKI o NEW BASE ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF • I CONTROL Q � ON COMMERCIAL NEW 4"BAC KSPLASHSAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDAOR AND COUNTERTOP �-- q g VALVE GRADE PIVOT HINGES CASEWORK ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION A-5 O -- - -- NEW BASE N SEE FINISH SCHEDULE OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS j , PROHIBITED BY LAW. CASEWORK SS-1 _ U) _ _ EyeHealth Northwest b Tigard Medical Center Remodel 15298 Southwest Royalty Parkway fV Tigard, OR 97224 2'-5 3/4" V-3" T-0 1/4" V-3" 2'-1" 2-1 ��-3- 3'-0 1/2" 3'-0" 10" Construction Documents 11 5 10 10 5 Revisions: 8.0 8.0 A8.0 A B C 8.0 A8.0 D 3. OPTICAL LAB - 105 SCALE: 3/8"= V-0" Date: 01/07/14 12 13 A8.0 8'-4 12" 2'-7 1/2" A8.0 3 EQ 2'-6" 01.06.10 Scale: 3/8"= 1'-0" CASEWORK NOTES NEW PLASTIC LAM. NEW PLASTIC LAM. Project No.: AD13127 SOFFIT ABOVE SOFFIT ABOVE 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR ALL CABINETRY File Name: AD13127A7.3 NEW UPPER NEW UPPER WORK PRIOR TO FABRICATION. CDrawn By: BKC/SJS CASEWORK CASEWORK WITH UC LIGHT / \ 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CABINETRY NEW 4"BACKSPLASH Checked By: JMA z? AND COUNTERTOP VALANCE - - ;. FABRICATION. - (V Cn - - 3. CONTRACTOR TO CONFIRM: SINK MANUFACTURER, SINK SIZE COMPATIBILITY Jurisdiction Approval: q WITH CABINETRY AND A.D.A. COMPLIANCE PRIOR TO FABRICATION. b Q GFCI A-5 m NEW 4" BACKSPLASH Q b 4. PROVIDE NEW PLASTIC LAMINATE ENCLOSURE PANELS ABOVE CABINETRY AND COUNTERTOP A-0 - �= A-5 8„ WHERE OPEN SPACE BETWEEN TOP OF CABINET AND FINISHED CEILING IS LESS LOCK L.00K LOCK LOCK LOCK LOCK THAN 18" I S11 NEW BASE BRACING AS _ _ _ CASEWORK REQUIRED. '- 6 iv 5. ARCHITECTS TO ENSURE THAT DISCUSSION HAS TAKEN PLACE WITH ALL END b O.C. o 7.3 USERS FOR WHICH DRAWERS TO BE LOCKED. MAX. 48 M m b N N N 6. LOCKS WHEN EVER POSSIBLE WILL BE INSTALLED BY THE CASEWORK VENDOR -' - - - - - NEW BASE \ CASEWORK 7. WHEN EVER POSSIBLE THE LOCKS SHALL BE KEYED THE SAME, EXCEPT FOR 8'-4 12" 2'-7 12" 21-6" '-6" 2'-6" THOSE THE CODE DOES NOT ALLOW FOR. 01 L on 1 9 6 EQ 11 5 7 11 / / \ 8. CASEWORK MADE WITH FORMALDEHYDE PRODUCTS ARE NOT ALLOWED. Sheet Title: 8.0 A8.0 8.0 8.0 8.0 INTERIOR ELEVATIONS 4. CONTACT LENS OFFICE / STORAGE - 107 5. CONTACT LENS EXAM - 109 6. ENLARGED WASTE CUTOUT 1 TOEKICKBASETOBEC RECEIVE CTEDOFFIRETR LLSDESABUTT 10. COUNTERTOPS TO RECEIVE BACKSPLASHES ON ALL SIDES ABUTTING WALLS. SCALE: 3/8"= V-0" SCALE: 3/8"= 1'-0" SCALE: 1 1/2" = V-0" Sheet No.: A7. 3