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i CODE DATA SYMBOL LEGEND CITY OF: TIGARD, OR xx PROPOSED EXIT °F OCCUPANTS soon NAME ak, • • fah APPLICABLE CODES: "� OCCUPANT LOAD �:�1 PROPOSED EXIT WDTH PROVIVED OCC. ® i 1 Ir,E 2010 OREGON STRUCTURAL SPECIALITY CODE i� 2010 OREGON MECHANICAL SPECIALTY CODE EXISTNG I-HR RATED DEMSNG PARTITION FITNESS 2011 OREGON ELECTRIC SPECIALTY CODE 2011 OREGON PLUMBING SPECIALTY CODE , A/11111111 110 1111101111 doh ill 41111111111 AIIIIIIIII 0111111111 CHAPTER 3: USE OR OCCUPANCY PROJECT ADDRESS: 16200 SW PACIFIC HIGHWAY, SECTION USE GROUP/CONSTUCTION TYPE DESCRIPTION TIGARD, OR 97224 A3 (ASSEMBLY) TYPE 5-B I STORY BUL"DNG ks�'7-" ISSUED 12-26-2012 SUITE A 303.1 ( ) / ° „_• I - _ \07i..5 S.F. ---, s�. 1 Sw RECEIVED !- -r 16200 PACIFIC I� 2012 1 u ' DEC 26 PROPOSED TENANT AREA 6,777 S.F. - .- - �__� 723.2 S.F. TIGARD OR 97224 CITY OFTIGARD CHAPTER 5: GENERAL BUILDING LIMITATIONS L--J��• r / BUILDINGGIIIISIdN E SUITE A SECTION CALCULATIONS BASED UPON SEPARATED OCCUPANCIES, BC 508.3.3 r` ` I I .; . r--i 1 r--� r---i i l 503 BASIC ALLOWABLE AREA At = 6,000 S.F. t;• I I 0:6 506 ALLOWABLI: AREA INCREASES MI -- 3L3 S.F. �- - ,-- (411 /(13 (EQUATION 5-2) If = 100 [F/P - 0.25] W/30 I I t� 4-?-1--..1-..4 �' `- II F = BULGIING PERIMETER WHICH FRONTS ON A PUBLIC WAY F = 233'-0" +/- �---ILA 1 ` Der L �� ,� THESE PLANS REFLECT NFORMATION CONTAINED IN THE CITY OF TIGARD HAVING 20 FEEL OPEN MNMUM WDTH .. �? 1 � A s/�� = = " - p , I EGRESS CLEARANCES ANSI ICC A117.1 CODES, COMPLIANCE WITH ALL ASPECTS OF Approved f P - PERMETER OF ENTIRE BULGING P 345-0 +/- DASHED LIVES , �� /27� THIS LAW IS THE RESPONSIBIUTY OF THE OWNER. MEETING Conditionally Approved.. t�� W a. IMNMUM WDTH OF PUBLIC WAY OR OPEN SPACE W = 35'-0 MNMUM REPO ACCF"SSIBN.ITY s' 3"Imo• " EGRESS d�EARANCES, TYP. « / ii-T COMPLIANCE. REQUIREMENTS GOES NOT ASSUME See Letter to:Follow �• ..[ I If = AREA NCREASE DUE TO FRONTAGE If = 0.43 \ 2 S.F. 38.7 S.F. , \ `♦ ��/ '�;j '--r� ABOVE ATHE ADJONNG L BE NO t-NGHER THAN 1/2" Attached L ] (EQUATION 5-I) M = At + [At If] + [At Is] PermitNumber:�DPz©I Z-Qe7� © \ I �� 8" � NOTE: x•12 mhos f door CLEAR WDTH OF A DOORWAY IS 32" MNMUM Address:j 2��� G b = AREA INCREASE DUE TO SPRINKLER PROTECTION Is = 0 \ / `, g18.4 S.F. has both o closer oad latch BOTTOM 10" OF DOOR HAS A SMOOTH, UNNTERRUPTEO By: Date: Aa = ALLOWABLE AREA PER FLOOR Aa = 8,580 SF , J,1 °_, \\ �/ �� ` - SURFACE (N0 RECESS OR TRAP IS AU.OWED) Approved plans EXISTING BULGING PROPOSED TENANT s / PILL Wit WI DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE / EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, shall be on job site. AREA 6,777 S.F. AREA 6,777 S.F. 238.6 S.F. / , .` PUSH-PULL ACTIVATING BARS, OR ABLITY TO GRASP THE r---1 ■•\ -- , r---1 N. FRONT APPROACHES - SWING DOORS OPENNG HARDWARE. ACCESSIBLE POOR HARDWARE SHALL 22" UM Be MOUNTED BETWEEN 34 & 481 ABOVE THE FLOOR. AL.I.OWABI.I: 141/ STORES 4,49,_0• - -via kr PANIC HA N TREE .A1CI# OF FORCE AVGSHALL NOT EXCEED OFFICE COPY (W AUTO SPRN�KLER EXISTING I I * X } a THE PRIMARY ENTRANCE TO A BULDNG SHALL BE PER TABk ) I STORY STORES I STORY 1 1 L ACCESSIBLE TO THE HANDICAPPED. ALL OTHER ENTRANCE C H A P T E 2 6. TYPES O F C O N S T R U C T I O N TO A BULGING WHICH ARE LOCATED WITHIN 6" OF THE MI.asps 48 whos moo ADJONNG GROUND ARE ALSO REQUIRED TO BE both ° latch Note X 16 i cho ,r os ACCESSBLE. ACCESSBLE hEANS OF EGRESS SHALL BE FIRE RESISTIVE RATNGS OF STRUCTURAL. ELEMENTS FRE ® ,� Y.60 „ X42 PROVDED N THE SAME NUMBER AS REQUIRED FOR EXITS. 28 who .gar. f Y-*4 mhos -.6 36' HNGED SIDE APPROACHES - SWING DOORS AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE BULGING. EXTERIOR WALLS LOAD BEARING 0 (602) X X ALL H-OOR-LEVEL EXIT SIGNS AND MARKERS SHALL BE 4" IMI . '4" MM . INSTALLED N A MANNER AS TO NOT NTERFERE WITH NON LOAD BEARNG 0 (602) WHEELCHAIR FOOTRESTS. r r , OTHER NON LOAD BEARNG LOAD 0 (6QI) a r 4 THE SSOL ATIONAL S E ACCESSIBILITY.IDtETNTIFED BY BEARING PARTITIONS >.-E INTERIOR LOAD BEARNG WALLS SUPPORTNG MORE THAN ONE FLOOR 0 (601) CO .mod. SYrEOL SHALL BE A WHITE FIGURE ON A BLUE INCLUDNG COLUMNS SUPPORTNG ONE FLOOR ON.Y FORA 0 (601) a 1 I CODE COMF�,I PLACE " LAu MAO OM �"I Y"4e mhos 'rosd1 BACKDOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF ROOF ON_Y NORTH NOTE: Y-S4 mhos ° dater THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN STRUCTURAL MEMBERS SUPPORTING Q (601) `J Ao.O 3/32" = r-o" f door has o dour OPEN POSITION OF 90 DEGREES, THE T1"E REQUIRED TO WALL (SEE ITEM 12 BELOW) LATCH SIDE APPROACHES - SING DOORS rio LATCH IS TO A POSITION OF 12 DEGREES FROM FLOOR CONSTRUCTION NCLUDNG 0 (601) BEAMS `SEE ITEM 12 BELOW) LOCATION MAP SHEET INDEX �` BELOW) ROOF CONSTRUCTION INCLUDING 15' OR LESS N HT.TO LOWEST MEMBER 0 (601) BEAMS, TRUSSES, FIZAMNG, JOISTS, , ARCHES AND ROOF DECK A0.0- COVER SHEET I. CONTROLS & OPERATING MECHANSMS SHALL COMPLY WFTtl AD.A 10 30 30 48 Ve A L0 DEMOLITION- PLAN AND ANSL - ,'�.�. ', . tll� ��II '-=CHAPTER 8: INTERIOR FINISHES (TABLE 803.5) A2.0 ARCHITECTURAL FLOOR PLAN „���� A3.0 REFLECTED CEILING PLAN i�'1�i' 'INTIOR WALL AND CILING FINIH RQUIRMNTS BY OCCUPANCY I' I x 4INTEIODECOAN ji�l�1 ,i■Is- ,10 max 30 �� �� .1I �,�, d,� ini �n� ROOMS AND ENCLOSED SPACES CLASS C A5.0 SCHEDULES/ WALL TYPES Michael j Wilkes,AIA A6.0 INTERIOR ELEVATIONS CLEAR FLOOR SPACE Hifi AND LAW HIGH FORWARD REACH LIMIT 11487 Valley View Road CHAPTER 10: GENERAL MEANS OF EGRESS A7.0 PETALS PARALLEL APPROACH SIDE REACH UMITS FORWARD REACH Eden Prairie,Mn 55844 A7.I DETAILS I. ELEMENTS OF ACCESSBLE RESTROOMS SHALL COMPLY WITH A.D.A. t .9 5 2-9 41-B s s o OCCUPANCY AREA CCC. LOAD FACTOR OCCUPANTS AND Aft, f.952.941.2755 A8.0 SPECIFICATIONS 2. ACCESSIBLE URINALS SHALL BE STALL-TYPE OR WALL-Hl1NG WITH s-1 info®wilkesarch.com GUEST LOBBY 313 100/OCC. 4 AS.I SPECIFICATIONS AN ELONGATED RIM AT A MAXIMUM OF 17" ABOVE FNSH FLOOR. I T www.willauarch.com MEMBER LOBBY 130 50/OCC. 3 URINALS SHALL HAVE A 30" x 48" CLEAR FLOOR SPACE TO ALLOW 12 min 42 min 1 lar ' ! A FRONT APPROACH AND THE FLUSH CONTROLS SHALL BE 36 min MANAGER 1375 100/OCC. 2 HAND-OPERATED WITH THE CONTROLS NSTALLED NO MGHER THAW ° 12 min t il.t l char T 44" ABOVE FINISH FLOOR paper 'I II 3-6 Hoar `� �•I) � TRAINER 80 100/OCC. 1 3. HOT WATER UNES AND DRAIN PIPES UNDER LAVATORIES SHALL I3E - t apace CARDIO STRENGTH 3332 50/OCC. 67 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGANST pp 6' / CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES Y IriiiJ FREE W GHTS UDDER LAVATORES. M 60 min MICHAEL JOHN r'p�' H 918.4 50/OCC. 19 4. EXAMPLES OF ACCESSIBLE FAUCETS NCLUDE: LEVER OPERATED, Z WtLKUS t-U TPURPOSE ROOM 723.2 50/OCC. 15 PUSH-TYPE, AND ELECTRONCALLY CONTROLLED. F SELF-CLOSING BACK WALL SIDe WALL CLEAR FLOOR SPACE 3028 o FUNCTIONAL AREA 238.6 50/OCC. 5 NORTH VALVES ARE USED, THE FAUCET SHALL REMAN OPEN FOR AT LEAST GRAB BARS AT WATER CLOSETS AT WATER CLOSETS • PRAIRIE.IAN 4t HALL 1°19.8 ACCESSORY USE 0 � 5. THE DIAPETER OR MWDDTH MOF THE GRIPPNG SURFACES OF A GRAB 15 15 „It 44600.6„..,.... ANYTIME FITNESg , 1 BAR SHALL BE I-I/4 TO 2 OR TIME SHAPE TO PROVE Back Wall !� MGM ' UNISEX 52.3 ACCESSORY USE 0 ` V EQUIVALENT GRIPPING SURFACE. THE SPACE BETWEEN THE WALL Side Wall - J AND THE GRAB BAR SHALL BE I-1/2". THE GRAB BAR ASSEMBLY 2_ � __ Hand shower UNISEX 76.8 ACCESSORY USE 0 SHALL BE CAPABLE OF WITHSTANDING BEM1DNG STRESSES, SPEAR PROJECT NO.: ATP71 ss-12 STRESSES, AND TENSLE FORCES OF UP TO 250 End WWI • is I�� SHEAR FORCES, Control Am DRAWN BY: KMB UNISEX 76.8 ACCESSORY USE 0 LBF.. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. i r ,, ill CHECKED BY: JMR UTILITY 38.7 200/OCC. I PRO JECT TEAM 6. MOUNTING HEIGHTS TO OPERATING CONTROLS FOR RESTROOM 24 36 36� ACCESSORES NOT SPECIFICALLY CALLED OUT SHALL COMPLY WITH __ I 6 TOTAL OCCUPANT LOAD 117 ALL ACCESSIBLE ENTRANCES SHALL BE DENTLHED BY THE REACH RANGES. 60 ft* �'' I max M ISSUE: DATE: THE NTERNATIONAL SYMBOL OF ACCESSBLITY 7. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF PERMIT SET 12-28-12 EXIT REQUIREMENTS OWNER L SYMBOLS OF ACCESSIBLITY AND THEIR BACKGROUND REFLECTING SURFACE NO HIGHER THAN 40 INCHES ABOVE � � END WALL �A� WAS SHALL HAVE A NON-GLARE FLASH. SYMBOLS OF THE FINISH FLOOR. 8. TRANSFER-TYPE SHOWER CONTROLS AND HAND SHOWER IS SECTION REQUIREMENT ANYTIME FITNESS ACCESSBLITY SHALL CONTRAST WITH THEIR " LOCATED ON THE CONTROL WALL. OPPOSITE THE SEAT 38 MN. AND BACKGROUND WITH EITHER A LIGHT SYMBOL ON A " ,► 30 min 48 MAX. ABOVE THE SHOWER FLOOR, WITHIN l5 , LEFT OR T 17 min - MICHAEL ZWIEFEL DARK BACKGROUND OR A DARK SYMBOL ON A UGHt , � 1003.1 CAPACITY OF EGRESS COMPONENTS OF THE CENTERLINE OF THE SEAT. HAND SHOWERS WITH E \I 1218 I MARGO AVENUE SOUTH BACKGROUND " 48 1 -/ ITT i 1 REVISION: I DATE: FACTOR OCC. LOAD REQ. WIDTH PROPOSED WDTH I"IN 55033 HEAR AND AS THAT HAND SHOWER, SHALL BOTH PROVIDED. AN R vise"""" I o HASTINGS, � „°or %���silr N � � '' DOOR OPENNGS .2 117 23.4" 180" PHONE NO.: (651) 438-5000 ADJUSTABLE-HEIGHT SHOWER HEAD MOUNTED ON A VERTICAL BAR 4 � •p•°• �� ■6 max to: ' ' 1008.1.I hNMUM CLEAR WDTH OF DOORS: 32" SHALL BE NSTALLED SO AS TO NOT OBSTRUCT THE USE OF THE • { knaa8 RIM' claaronce ig GRAB BAR. 6 max cisannce 7 min 1016.1 EXIT ACCESS TRAVEL DISTANCE: 200 FEET W/OUT SPRINKLER SYSTEM 127'-5' MAX PROVIDED [L 9. VERTICAL MOUN'rNG HEIGHT FOR DRNKNG FOUNTAIN - REFER TO Pte ' APPROACH CLEAR FL40R Al' depth ARCi-�TECT ORN(NC FOWtAN4S LAVAtOREJ MD ordNdNC LAVATORY CLEARANCE 1019.1 MNMUM NUMBER OF EXITS FOR OCCUPANT LOAD: 2 REQURED 4 PROVIDED ROOM IDENTIFICATION SIGNS MUST BE MOUNTED ON 15/A7.0 r-awr THE LATCH SDE OF THE DOOR. THE RAISED LETTER I. ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS, AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL 2 0 0 q UNIFORM PLUMBING COPE MICHAEL J. WILKUS A.I.A. AND BRAILLE PORTIONS OF THE SIGN MUST BE COMPLY WITH A.D.A. AND ANSI TABLE 403.1 - I"INMUM NUMBER OF REQUIRED PLUMBING FACILITIES 11487 VALLEY VIEW ROAD 1 s,, 4) BETWEEN 48" AND 60" ABOVE THE FINISHED FLOOR 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDNG OR FACILITY ENTRANCES WITH ALL ACCESSBLE SPACES AND EDEN PRAIRIE, MINNESOTA 55344 USE PROPOSED REQURED PROVIDED REQURED PROVIDED SERVICE DRINCNG PHONE NO.: q52 q4I-8660 a 3. AN N�ACCESSBLE ROUTE WITH A RUNNING SLOPE GREATER THAN b20 IS A RAMP. NOWHERE SHALL THE CROSS SLOPE OF AN GROUP OCC. LOAD FIXTURES FIXTURES LAVATORIES LAVATORIES SNC FOUNTANS ( ) ACCESSIBLE ROUTE EXCEED L48. H M W M I W M W M I W FAX NO.: (0152) ct41-2755 32 min • B 117 M59 - W59) 1 WC I WC 3 UNSEX I I 3 UNISEX REQ•=I REQ.=I CONTACT: KELLY M BUSKA t t 12 min 36 MITI 12 RIM - r ( PRO.aI PRO.=I 11560.01 '� PROJECT LOCATION: • ��4� - �. TIGARD, O MENS I PER 125, WOMENS I PER 65 MECHANICAL/ELECTRICAL/PLUMBING rim, R PICTOGRAPHS ARE NOT REQUIRED BY THE ADA. ,'� °, -_ i lipA. i viii. S * ASSUMED OCCUPANT LOAD SPLIT BETWEEN MEN & WOMEN DUNHAM ASSOCIATES ,I& `o l THEY MUST BE ON MNMUM 6"X6" BACKGROUND WITH t '��li, f_ d ,' S = 50 SOUTH SIXTH STREET SUITE 1100 NO OTt-TER IMAGES OR CHARACTERS N THAT SPACE I ii�1 >�L SHEET NUMBER TITLE I GENERAL CODE NOTES MINNEAPOLIS, MINNESOTA 55402 MEN II I g �,WHEN USED FOR PERMANENT ROOM DENTFICATION _ _8 I. CUT SHEETS OF ALL EXTERIOR MOUNTED SIGNAGE REVISIONS WLL BE SUBMITTED TO PHONE NO.: (612) 465-7550 PICTOGRAPHS MUST BE ACCOMPANIED BY RAISED 36 min " J ! 60 mtn® THE LOCAL REVEW AGENCY BY OThERS, F REQUIRED FAX NO.: (612) 465-755 I LETTER TEXT AND BRAILLE TRANSLATION 42 min x 42 min CONTACT: CULLEN MURTAUGH, CRAIG ENGLE AIR T 160 DeCiRtt 1URNS io-INCH MAMMA SvACx NOM TURN i A eeSTRUCrlo I"8 NCH COVER SHEET T T //_"I //' 1 / / / I I / / [Ti I J� / 1 I , I 1 I I 1 . aa ■m. 'mama Am f I 1 ������s� C TYP. 16 TYP. �`1 1 IBC L r L , i H TYP. r J r' L ]- 1 PROJECTADDRESS: 16200 SW PACIFIC HIGHWAY, IS L.J 13 TIGARD, OR 97224 r-I ri 6 TYP. SUITE A 15 — 15 13 — � L 6 ?YP. 13 TYP. I ' I TYP. J "1 II r 6 1 ,J — L LJ 15 C TYP. TYP. r -1 r r _I L2, r J r J L. 1 L L 7 J n TYP. ,) 0 -1 r 10 F 4-J 4 . S ALL GROUPED LEGEND 1 \\\ 4 THROUGHOUT TYPICAL ROUGHOUTBUILDING _si,___ \\ — UNLESS NOTES ` �i `�`c OTHERWISE � II� / } i\\\\`\ \\\ \ ` / N k \r \ \ \ \ \ \ \ r 1 ,1.._1\` �\ �\ �\ ♦ �� ♦I W i 1' r\ `�` • •`�`�`�:� I " I II t I 1 I r I \ \ TYP. r I \\ ` ` \ \\ \ I J L \ ■ ; �\\; ; N \ \ \ v J -\ > — rxr� .3. .. L \ 6'—S" I3'-7 1/2" \1 L -1 r J L J L J –J r------ L 1J 2 TIP. r1 ri o I in N I TYP. r L r L l r- 1 II Michael J Wilkus,AIA TYP. © _ 11487 Valley View Road _ = Eden Prairie,Mn 55344 LJ LI = p.952-941-8660 f.952.941.2755 info@wilkusarch.com www.wilkusarch.com 41•01) 44) C:3 z TYP. 16 TYP. 17 . MICHAEL JOHN _ 7 WILKUS n 17 cG "° - 0 3028 o ---____ (1),,, EDEt RARIE,MN ,zto • 1 a1 I DEMOI.I t I ON P1OO1Q PJ.AN NORTH `,,J PROJECT NO.: ATF7153-12 \r AI.O 1/4' = 1—o" DRAWN BY: KMB CHECKED BY: JMR DEMOLITION NOTES DEMOLITION PLAN LEGEND ISSUE: SET 12-26- 12 I. DEMOLITION CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL EXISTING MATERIALS AND CONSTRUCTION OF ALL FLOOR, WALL, CEILING AND ROOF 14. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS WHICH AFFECT: 0 DASHED LINES INDICATE EXISTING WALL to EXISTING DOOR AND FRAME ASSEMBLY TO ASSEMBLIES. A) STRUCTURAL INTEGRITY OF ELEMENT ASSEMBLIES TO BE REMOVED REMAIN — PROTECT 2. DEMOLITION CONTRACTOR TO SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A B) INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT © SHADED WALLS INDICATE EXISTING WALL m EXISTING ANODIZED ALUMINUM STOREFRONT STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OP ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE DEMOLITION, DO ELEMENTS. ASSEMBLY TO REMAIN — GYPSUM BOARD TO REMAIN — PROTECT NOT DEMOLISH ANY LOAD BEARING WALLS OR CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. NOTIFY ARCHITECT 15. IF CUTTING AND/OR ALTERING ANY STRUCTURAL ELEMENT OF THE BUILDING IS NECESSARY, A STRUCTURAL ENGINEERS STAMP OF APPROVAL STATING AND ALL WALL FINISHES TO BE REMOVED [' HATCH INDICATES MINIMUM PORTION OF OF ANY STRUCTURAL ISSUES ARISING FROM DEMOLITION. THE PROPOSED WORK IS SATISFACTORY, SHALL BE SUBMITTED TO THE CLIENT FOR APPROVAL. AND SURFACE PREPARED TO ACCEPT NEW EXISTING CONCRETE FLOOR SLAB TO BE REVISION: DATE: 3. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS THAT ARE EXPOSED DURING CONSTRUCTION THAT MAY AFFECT OR 16. SNORING & BRACING OF EXISTING CONSTRUCTION BEFORE DURING & AFTER TO BE IN ACCORDANCE WITH LOCAL CODES & PRACTICES. FINISH MATERIALS — REFER TO SHEET REMOVED FOR NEW SHOWER — REFER TO INTERFERE WITH ANY NEW WORK. 17. UTILITY SERVICE SHALL NOT BE INTERRUPTED DURING NORMAL BUSINESS A2.0 I/A2.0 — COORDINATE WITH FLOOR SLAB 4. PROVIDE TEMPORARY WEATHER PROTECTION, AS REQUIRED, DURING SELECTIVE DEMOLITION AND CONSTRUCTION PROCESS TO ENSURE THAT NO WATER HOURS UNLESS THE CLIENT IS NOTIFIED AND 5 IN AGREEMENT. NOTIFICATION TO THE CLIENT MUST BE MADE A MINIMUM OF 24 HOURS PRIOR TO THE REMOVAL RELATED TO INSTALLATION OF © REMOVE EXISTING POOR AND FRAME PLUMBING DAMAGE OCCURS TO STRUCTURE, EQUIPMENT, EXTERIOR OR INTERIOR AREAS. INTERRUPTION. ASSEMBLY — PATCH AND REPAIR FLOOR REMOVE EXISTING PLUMBING FIXTURES — 5. EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AS REQUIRED DURING DEMOLITION OPERATIONS. ANY DAMAGE O. ALL FIXTURES, CONTROLS, SIGNALS AND OTHER ITEMS WHICH ARE NOT TO BE DEMOLISHED AND ARE LOCATED ON SURFACES WHICH ARE TO RECEIVE A AS REQUIRED [' REMOVE WALLS ANO FLOOR AS REQUIRED CAUSED BY THE DEMOLITION SHALL BE REPAIRED AT THE EXPENSE OF THE DEMOLITION CONTRACTOR. NEW FINISH MATERIAL SHALL BE CAREFULLY REMOVED AND REINSTALLED TO BE IN PLANE WITH THE NEW WALL SURFACE. 6. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY BARRICADES AND PROTECTIVE WALKWAYS AT ALL POTENTIALLY HAZARDOUS AREAS TO M. THE CLIENT SHALL HAVE INITIAL RIGHT TO CLAIM OF ITEMS INDICATED TO BE DEMOLISHED WHICH ARE NOT INDICATED TO BE REUSED AND/OR 0 REMOVE EXISTING FLOOR FINISH — 0 REMOVE EXISTING ACOUSTICAL CEILING TILE PROTECT ALL INDIVIDUALS HEALTH, SAFETY AND WELFARE FOR THE DURATION OF THE PROJECT. RELOCATED. ALL DEMOLISHED ITEMS NOT CLAIMED BY THE CLIENT SHALL BE PROPERTY OP THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE PREPARE FLOOR TO ACCEPT NEW FINISH AND GRID 7. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK, WHETHER INDICATED ON THE DRAWINGS OR NOT, WITH NEW CONSTRUCTION AS REQUIRED FOR REMOVAL AND PROPER DISPOSAL OF ALL UNCLAIMED ITEMS. MATERIALS AS INDICATED ELSEWHERE IN ® CAP ABANDONED PLUMBING LINES BELOW UNDER BASE BID AND/OR IN COMBINATION WITH ACCEPTED ALTERNATES. 20. REFER TO MECHANICAL DRAWINGS BY OTHERS FOR ALL MECHANICAL BEING REMOVED, RELOCATED OR ABANDONED. CUT AND PATCH FLOOR AS THE CONSTRUCTION DOCUMENTS PATCH IN FLOOR ASSEMBLY — REFER TO d 8. CONTRACTOR SHALL MAINTAIN ALL FIRE RATED WALL, FLOOR/CEILING, ROOF/CEILING, COLUMN & BEAM ASSEMBLIES. PATCH FIREPROOFING / REQUIRED FOR ALL NEW MECHANICAL. CAP ABANDONED MECHANICAL BELOW FLOOR, PATCH FLOOR AS REQUIRED. REMOVE EXISTING WALL BASE MATERIAL — PLUMBING DRAWINGS FOR ADDITIONAL a ENCLOSURES TO PROVIDE THE REQUIRED FIRE RATED CONSTRUCTION ASSEMBLY. 21. REFER TO DOCUMENTS BY OTHERS FOR ALL PLUMBING BEING REMOVED, RELOCATED OR ABANDONED. CUT AND PATCH FLOOR AS REQUIRED FOR NEW © INFORMATION PREPARE WALL TO ACCEPT NEW FINISH q. COMPLETELY REMOVE ALL WALLS, FLOOR FINISHES, CEILINGS, DOORS/WINDOWS AND FRAMES, CASEWORK/MILLWORK, PLUMBING FIXTURES, ACCESSORIES, PLUMBING. CAP ABANDONED PLUMBING BELOW FLOOR, PATCH FLOOR AS REQUIRED. El EXISTING WINDOWS TO REMAIN — PROTECT = MATERIAL le ETC. AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REFER TO DRAWINGS BY OTHERS FOR ADDITIONAL DEMOLITION REQUIREMENTS FOR MECHANICAL, 22. REFER TO DOCUMENTS BY OTHERS FOR ALL ELECTRICAL BEING REMOVED, RELOCATED OR ABANDONED. CUT AND PATCH FLOOR AS REQUIRED FOR Q REMOVE EXISTING TOILET ACCESSORIES — REMOVE GYPSUM BOARD AND BLOCKING PROJECT LOCATION: ELECTRICAL, PLUMBING, SPECIAL SYSTEMS AND FIRE SPRINKLER SYSTEMS. NEW ELECTRICAL. VERIFY EXISTING THRESHOLD IF TO Be 10. ANY EXISTING FINISHED SURFACES TO REMAIN THAT ARE AFFECTED BY SELECTIVE DEMOLITION SHALL BE PATCHED TO MATCH EXISTING ADJACENT 23. REFER TO FIRE PROTECTION DRAWINGS BY OTHERS FOR ALL SPRINKLER LINES AND HEADS TO BE REMOVED, RELOCATED OR ABANDONED. REMOVE EXISTING HARDWARE — WELD REUSED — VERIFY i/2" MAXIMUM RISE WITH L.J TIGARD 0R SURFACES UNLESS CONCEALED BY NEW CONSTRUCTION. 24. THOROUGHLY CLEAN BUILDING UPON COMPLETION OF SELECTIVE DEMOLITION. DOOR SHUT — BEVELED EDGES THAT SLOPE 1:2 II. ALL DOORS AND HARDWARE TO REMAIN, UNLESS NOTED OTHERWISE IN THE DOOR AND FRAME SCHEDULE. 25. TOTAL SCOPE OF DEMOLITION MAY NOT BE COVERED ON THIS SHEET. REVIEW ALL SHEETS IN THE CONSTRUCTION DOCUMENTS TO DETERMINE TOTAL MAXIMUM 12. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMAL INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT SCOPE OF DEMOLITION. 8 REMOVE ALL EXISTING LIGHTING AND REMOVE ALL UNUSED ITEMS ABOVE TO SHEET NUMBER TITLE CONDUIT BACK TO PANEL — VERIFY — OCCUPIED AND USED FACILITIES. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 26. VERIFY POSITIVE DRAINAGE TO ALL EXISTING FLOOR DRAINS TO REMAIN. REFER t0 ELECTRICAL DRAWINGS ALLOW FOR AN OPEN DECK CEILING PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. LEGALLY TRANSPORT AND 27. RETAIN AND PROTECT ALL EXISTING TOILET ACCESSORIES FOR REINSTALLATION AS REQUIRED. DESIGN, INCLUDING BUT NOT LIMITED TO o Q. DISPOSE OF ALL DEMOLISHED MATERIALS. 0 VERIFY REMOVAL/ADJUSTMENT/ WIRING, CONDUIT, DUCTWORK, DIFFUSERS, 13. EXISTING UTILITIES ARE TO REMAIN IN SERVICE DURING SELECTIVE DEMOLITION, MODIFICATION OF EXISTING MECHANICAL ETC. VERIFY ITEMS TO BE REMOVED ARE Ale0 DUCTWORK — REFER TO MECHANICAL NOT SERVING OTHER TENANTS WITHIN THE DRAWINGS BUILDING PRIOR TO DEMOLITION DEMOLITION PLAN 10'-2 1/2" q'-q 3/4" 6-5" 44'-II 3/4" 35'-I" / / / / Aft II•- - --- ---------- ---- ------ - ------------ ------------ -� i`i i ice■ ce i ■ » I O © I O SIM. J- TYP.0 0 T4YP. < e 0 a LI N 0 \ r ,�,�% z `I 0 PROJECT ADDRESS: aka NMI £' w p 16200 SW PACIFIC HIGHWAY, i OL 2 ®— TIGARD, OR 97224 "' SUITE A 2 ri o 0 •6.0 A Q L-} © - rlU. . . . 0 �SI� � N �A © C arcs / 3'-4" WI . , — —' r( C I 1L II � 0 N U3 Z W? 1 In 106 I -. O F.O.R. O 2 • • -N----* TYP. . N. TYPO ' :: 15 • r1,SS © 7.0 © 0 ;i.%�=Y ��� 6.0 6.0 III .6.0 n1 Q� • I 11 I � YP. • `� O , I m er 1oa — 7.0 I ��► %♦ 1 © © l 1 / 1 Z.--) I 11F-0,11� 1. x 7.o C0 : I 0I • Q 0 I , 0 .0 ,i 7.0 — - ALL GROUPED LEGEND o I l ♦ :c9 1 II NOTES TYPICAL I . �, 0 I _1 7 0 • • THROUGHOUT BUILDING r 0 O QS] �id` ( 112 �n O - UNLESS NOTES �� I I 0 0 , 1 O OTHERWISE TYP' IX 40 -N.-No- 4)\ ® TYP. 1 0 IlliID l 0 .'TYP. 04 . .: ., 6'-0" ' 8'—o" \ eh .. TYP.© \ „ 7'-6" 10'—q I/8" 10'-8 7/8" 6'—I" • \ 5 / \ , \ \ I \ I .IW \ 4'.„ I \ s \ &,y I 0 \ '0 I \ 'Pp / \ so / \ �'5,- / \ © qe / ELF , I ® \ / O \ / TYP. AL \ \ / 5%7,d \ / Michael J Wilkus,AIA \ // �i 0 - 11487 Valley View Road N N L Eden Prairie,Mn 55344 \\ // p.952-941-8660 \ 7/ © / f.952-941-2755 \ N / / info @wilkusarch.com N / www.wilkusarch.com \ / N /// // 0 /' eS6,09 I © I TYP. J �' 0 MICHAEL JOHN/ r TYP. i . ' WILKUS o �Q�B � GENERAL CONTRACTOR TO INSTALL 5/8" BLOCKING: �� Eg��� ��3, Pti CEMENTITIOUS SHEATHING BEHIND ALL GENERAL CONTRACTOR TO PROVIDE NI WALL TILE LOCATIONS, INCLUDING BLOCKING PER NOTE #16 UNDER "GENERAL a, I I>�fi�'G I ECTM A� i.00R PLAN 1 . RESTROOMS AND SHOWER FACILITIES. NOTES" SHEET A5.0. NORTH `--, WATER RESISTANT GYPSUM SHEATHING TO `J A2.o I/4" - r-o' PROJECT NO.: ATF7153-12 BE USED ELSEWHERE IN WET AREAS. DRAWN BY: KMB CHECKED BY: JMR FLOOR PLAN LEGEND ISSUE: DATE: PERMIT SET 12-28-12 O NEW TYPE "X" GYPSUM BOARD O PROVIDE WALL/FLOOR FINISHES AS 16 REFER TO ELECTRICAL ENFORMCAL DRAWINGS FOR 26 SERVICE SINK WITH MIXING VALVE- OVER EXISTING STRUCTURE INDICATED ON INTERIOR DECOR PLAN REFER TO PLUMBING DRAWINGS POR OSHADED WALLS INDICATE EXISTING LOCATED ELSEWHERE ON ADDITIONAL INFORMATION CONSTRUCTION DOCUMENTS 17 NOT USED WALL ASSEMBLY TO REMAIN - O PROVIDE 8'-O" HIGH F.R.P. WAINSCOT PROTECT 10 WALL MOUNTED FIRE EXTINGUISHER - 3'-0" BEYOND LIMIT OF SERVICE SINK REVISION: DATE: VERIFY FINAL LOCATION WITH LOCAL le FITNESS ON REQUEST KIOSK - AT WALLS SURROUNDING SERVICE SINK OEXISTING ANODIZED ALUMINUM FIRE MARSHALL SYSTEM PROVIDED AND INSTALLED BY STOREFRONT TO REMAIN - PROTECT OWNER. GENERAL CONTRACTOR TO 4 VERIFY CENTER MULLION - IF ONE O'NERVE' CENTER LOCATION - REFER 11 NOT USED PROVIDE POWER AND ROUGH-IN - DOESN'T EXIST ADJUST STOREFRONT TO ELECTRICAL SHEETS REFER TO ELECTRICAL PLANS AS REQUIRED TO ALLOW FOR CENTER STRIKE MULLION - REVISE DOOR O VERIFY THRESHOLD - 1/2" MAXIMUM •INSTALL 5/8" CEMENTITIOUS SHEATHING HARDWARE IF REQUIRED - REFER TO RISE WITH BEVELED SIDES THAT SLOPE 12 DASHED LINE INDICATES CEILING ® ALL WALL TILE LOCATIONS 5/A7.I 1:2 MAXIMUM - PROVIDE 1/2" SADDLE TRANSITION ABOVE AT ALL THRESHOLDS THAT ABUT TILE •REFER TO ANYTIME FITNESS DESIGN •NOT USED <>PROVIDE MIRRORS ALONG ENTIRE FACE BOOK FOR ALL REQUIRED FURNITURE OF WALL FROM 2'-O" A.F.F. TO 8'-0" a OEXISTING DOOR - REMOVE HADWARE AND ACCESSORIES - GENERAL ,O,NOT USED A.F.F. -. — WELD SHUT — INFILL ALL TO MATCH CONTRACTOR TO ASSEMBLE AND EXISTING CONSTRUCTION INSTALL OWNER SUPPLIED FURNITURE — x VERIFY QUANTITIES WITH OWNER 22 FLOORING TRANSITION STRIP - REFER PROJECT LOCATION: a O PROVID WSOUND ASSEMBLY BATT INSULATION TO INTERIOR DECOR PLAN - WITHIN 23•EXISTING ELECTRICAL PANELS TO TIGARD/ OR Os RETAIL/LOGO WALL ASSEMBLY TO I4 LOCATION OF T.V. - CONTRACTOR TO REMAIN - PROTECT PROVIDE & INSTALL POWER & DATA, () EXTEND TO ROOF ASSEMBLY UNDERSIDE OF EXISTING REFER TO ELECTRICAL DRAWINGS. a c� OWNER TO PROVIDE & INSTALL TVs Q NOT USED SHEET NUMBER / TITLE a AND MOUNTS 0 O REFER TO MECHANICAL DRAWINGS FOR 2s ALIGN WALL WITH EXISTING MULLION ADDITIONAL INFORMATION A2•0 ARCHITECTURAL FLOOR PLAN • • I 1S_ III m. w 1 X _ I QIV Y I TIC X k.i.:f1'1 !Ma pilg: I . )( I—I I IVC s s A.C.T. © A.C.T. 1 — 10,-0'' 10'—O" 1 A.C.T. - 1 10'-0'' ` / GENERAL CONTRACTOR TO INSTALL CEILING AS • X ' 11812 \ / HIGH AS POSSIBLE IN GROUP EXE2CI5E ROOM - '\ 4 APPROXIMATCLY 13' 0"i/ VERIFY WTH PROJECT ADDRESS: ,�.___:% EXISTING CONDITIONS AND LANDLORD PR OR TO 16200 SW PACIFIC HIGHWAY, . L _ — ... — _ �-i = 1 INSTALLATION TIGARD, OR 97224 X X SUITE A D I %,--,( . 0 X X X 1 O �J ^ � �I� 1 • dr' N A.C.T. ® • )K )K )K., , /\ _1 X X 13 -0" +/- . ! X X X X X i;#,,,,,:4 x -, A.C.T. ® ALL GROUPED LEGEND NI 10'-0° NOTES TYPICAL OTHROUGHOUT BUILDING - UNLESS NOTES p( � OTHERWISE I D0� _ X \S� t 2'—G" 0 III O I O A.C.T. } / r .-r 17 — - i 0 I Xo;EN TO DECK €�� , 0 I 1112i < X X Q - ' 1 l O 45'-6" -I I y • • TIEr q I k . 4 I •f 1 7.0 7.0 TOTAL ARC = 67'-10" 111..... GYP, BD. ® q'-6" GYP. BD. ® q'-6" GYP. BD. ® q'-6" (COMPASSO TRIM) 1 DO Q-N I D�I _I — OPEN TO DECK 0 '-,\ ET ,, ____1 — X X �N Q �� KGs if es )( EQUAL EQUAL � /„K — .€ X X X Q 44> § I X ?Jr. . A.C.T. ® D%,-,o D%,-,o w o Q'� 10'-0” © 1 I CEO a 0 0 �� - � 5 ON 0 0 o-3 OPEN TO DECK % ( 2. 2 % imi \ EQUAL EQUAL Michael J Wilkus,AIA 11487 Valley View Road\li }_ `� Eden Prairie,Mn 55344 i\ )( p.952-941-8660 Ar f.952-941.2755 X X X X 4rfr infogwilkusarch.com • BOTTOM OF SOFFIT Q it„. www.wilkusarch.com • 10,-0" A.F.F. I2'-O" 5'-0''a Q. TYPICAL gD * ,, I MICHAEL JOHN ' rzo c. WILKUS q ...-.:s. cd 3028 WALL HEIGHT LEGEND • 0 TOP OP WALL TO BOTTOM (R- OF EDEN PRAII;IE,NN OF JOISTS � V TOP OF WALL TO �1 I� /� IO'-0" A.F.F. ' I IRE 1 ECTED CE I1 It*'IG PIANI TOP OF WALL TO NORTH �J .0 8'-0" A.F.F. I/4' = I•-O" PROJECT NO.: ATP7153-12 DRAWN BY: KMB CHECKED BY: JMR CEILING PLAN SYMBOLS ELECTRICAL NOTES REF. CEILING PLAN LEGEND REFLECTED CEILING ISSUE: PERMIT SET 1D2T26-12 I. CONTRACTOR TO INSTALL OWNER SUPPLIED EMERGENCY q I I PHONE, INCLUDING KEYED NOTES PLAN NOTES CONNECTION TO LV/TELECOMMUNICATIONS SYSTEM AND/OR DEMARCATION POINT. VERIFY O NEW 2"X2' SUSPENDED ACOUSTIC CEILING Oa CEILING TO BE INSTALLED AS HIGH AS 6"-0" TRACK W/ 4 HEADS, WHITE ISX48 FLUORESCENT FIXTURE LOCATION WITH OWNER. TILE POSSIBLE - COORDINATE W/ INSTALLATION I. CONTRACTOR TO INSTALL SPIRAL DUCT IN OPEN AREAS AND TO BE MANUFACTURED 2. CONTRACTOR TO PROVIDE WIRING/CONNECTION FOR CABLE TELEVISION, TELEPHONE, O PROVIDE EDGE TRIM AS PER I2/A7.0 OF DUCTWORK & EXISTING CONDITIONS IN A QUALIFIED METAL SHOP - SPLIT DUCTS ASSEMBLED ON SITE ARE NOT ALLOWED AND DATA FROM THE DEMARCATION POINT(S) OF- ORIGIN TO THE POINTS(S) OF >BOTTOM OF HEADER ® 8'-0" A.F.F. - USE REGISTERS THAT DISTRIBUTE AIR DIRECTLY FROM THE DUCT, GOOSENECK REVISION: DATE: USE/TERMINATION. THIS INCLUDES, BUT IS NOT LIMITED TO, TELEPHONES AND COMPUTERS O NEW GYPSUM BOARD SOFFIT EXTENSIONS ARE NOT ALLOWED. IN THE OFFICES, AND, IF APPLICABLE, THE "FITNESS ON REQUEST" SYSTEM. OCONTRACTOR TO PROVIDE AND INSTALL I2X48 FLUORESCENT FIXTURE 3. ALL TREADMILLS TO BE ON DEDICATED CIRCUITS, AND SHOWN AS THUS ON THE PANEL O FEATURE WALL ASSEMBLY TO EXTEND TO EXPANSION/FLEXIBLE JOINT WHERE 2. IF RESTROOM WALLS STOP SHORT OF THE EXISTING ROOF DECK, GENERAL UNDERSIDE OF EXISTING BAR JOIST 2X2 FLUORESCENT FIXTURE SCHEDULE. BULKHEAD MEETS ADJACENT WALLS) CONTRACTOR MUST PROVIDE A GYPSUM BOARD CEILING AT q'-0" A.F.F. OR HIGHER O TOP OF FEATURE GRAPHIC WALL AT 11 CENTER LIGHT ABOVE SHOWER - SUSPENDED GYPSUM BOARD FRAMING SYSTEMS ARE NOT ALLOWED. 4. CEILING FAN CONTROLS NEED TO BE BE EITHER REMOTE CONTROLLED OR WIRED BACK I0'-0" A.F.F. 3. GENERAL CONTRACTOR TO INSTALL CEILING MOUNTED FIXTURES AS PER ELECTRICAL -(- RECESSED CAN LIGHT TO A BREAKER AND ROOM SPECIFIC WALL SWITCH SO THEY CAN BE TURNED OFF POR PLAN - FIELD VERIFY EXISTING CONDITIONS TO ENSURE MOUNTING ELEVATION WILL (DAMP RATED IN SHOWER) CLEANING. MATCH H CEILING COLOR PRIOR TO (STRUCTURAL MEMBERS/ PIPES/ PROM EXISTING STRUCTURAL ELEMENTS AND/OR PROPOSED DUCTWORK - INSTALLATION - THROUGHOUT DUCTS. ETC) P-IO COORDINATE AS REQUIRED - MINIMUM ELEVATION OP FIXTURES TO BE IO'-0" ABOVE PENDANT LIGHT FIXTURE - O PROTECT/RELOCATE EXISTING EMERGENCY FINISHED FLOOR. IKEA FILLSTA 31" PENDANT LAMP TELEVISION EXIT LIGHTING AS REQUIRED — REFER TO a BOTTOM OF FIXTURE AT 8'-0" A.F.F. �` J ELECTRICAL DRAWINGS V1 x PROJECT LOCATION: TIGARD OR /\ W WHITE COMMERCIAL GRADE CEILING SHEET NUMBER � TITLE 1 D® FAN - PAINT CONDUIT 10 MOTOR PRIOR TO INSTALLATION LI a 0 A3.0 CEILING PLAN INTERIOR DECOR PLAN SYMBOL LEGEND -,�. -.---ROOM NAME fN -m----FLOOR FINISH e MI ea si■Armia■ — © T I I1V1IC 1 I—IIIV P-3 P-3 P-3 P-3 P-3 P-3, 71 [.LID �n `ACT. $ �, ACT. a c PROJECT ADDRESS: ACT. orc/ 3 16200 SW PACIFIC HIGHWAY, a ,M , .`;,�03E TIGARD, OR 97224 i I i� 3 SUITE A d d d 4 ACT. P-5 ACT. 1 W - -1 c P-5 .....%--v, I � a c:31 _ 1 P-5 v --oft '41- _ 1 11 II L CARPET VP > P-5� N wl / 3 wp 2 till T MATCH FLOOR FINISH 4 NA -Y _ �l CURVE WITH SOFFIT ACT. LINE ABOVE P-3 ri TI ',;Ar E c 2 4__. [•l�l P-;HOTWYEFIRCAFLLOOR,OPEN TO DECK P-10 FLOOR TRANSITION - CARPET TILE ACT. EFER t0 I/A7.1, TILE #4 AT > WALL TILE IN m III P HOWER TO EXTEND TO CEILING :IMM Ali�.P-2 J �' P-2 look — t-- �I'� �- . ■=air-.I III T3/P5 I- 1 T3/P. 7 �T ( T3 : T3/P5 ' /� o I \ '- 4SHOWER V cl d \.I N a a n P7 I4 v `n T2 � � � � T2 T2 r� GYP. BD. CLG. GYP. BD. CLG. ~ GYP. BD. CLG. P-9 P-9 P-Q :01 i P-6 ® �v T3 P5 T3/P5 T3 T3 13/P5 P6 TOP OF --- �� / �� WALL ■ r `, 3 P-2 \ 37-11 1/4" 1 FLOORING TRANSITION \ 6 r ,; TO ALIGN WITH WALL \ —P-2 / \ � ° \ / 63'-I /I/2" VP-I I ACT. \ / 1 \ tj. F.). 1 \ / r \ SOFFIT EDGE ABOVE - \ _ SIDES & BOTTOM: P-9 3\COs \\ // (TYPICAL).r) cn i I i (Ni 36"-11 1/4" A V 424�,. / tam \ /`o_, OPEN TO DECK Michael I Wilkus,AIA •5 \ P-10 \ . �IQ \\ , /// Q Eden Prailrie,Mn 55344 \ / p.952-941-8660 \ / A f.952.941.2755 \ / i / i nfo�wi I kusarch.com N_ ' N / www.wiIkusarch.com .. // / � lie a \ 7 �� I ti I 13'-6 3/8" :;�* -lD `° 44"-8" IUIi CHAEL JOHN / P-4 _ P-4 P-4 WR.KUs - - ` 3028 `0 _ _ — _- __ EDEN PRAIRIE.k�N s O a1 I INTERIOR DECOR PLAN NORTH ��—, PROJECT NO.: ATI-7153-12 \`\J A4.0 I/4' = P-O" DRAWN BY: KMB CHECKED BY: JMR WALL/CEILING PAINT FLOORING REQUIREMENTS PAINTING REQUIREMENTS ISSUE: DATE: PERMIT SET 12-28-12 TRANSITION INTENT I. GENERAL.15 ORIENTATED LONG DIRECTION OF THE PLANK ROOM - TYPICAL I. TRANSITION PAINT A 3. WIT H NO PAINT IS TO EVECOVERAGE BLEED TH2OUGH CONTRACTOR TO THE CEILING PAINT COLOR IS INTENDED TO ENCOMPASS THE ROOF FRAMING FLOOR ELEVATION THAT EXTENDS 2" BELOW PROVIDE PRIMER AND AS MANY COATS STRUCTURE. THIS INCLUDES THE WALL AREA PROM THE EXISTING ROOF DECK THE LOWEST STRUCTURAL ROOF MEMBER OR NECESSARY TO ACHIEVE 100% COVERAGE. THIS TYPICALLY TO 2" BELOW THE BOTTOM OF THE MOST COMMON STRUCTURAL 2. RUBBER FLOORING IS MANUFACTURED IN ROLLS THAT ARE 4'-0" WIDE, AND MOST COMMON STRUCTURAL ELEMENT IF A INCLUDES ALL DUCTWORK, PIPING, CONDUIT AND MEMBER AT THE WALL OR MOST COMMON STRUCTURAL ELEMENT IF A SINGLE IN CUSTOM LENGTHS FOR EACH CLUB. CONTRACTOR IS TO ORDER SINGLE BEAM IS CONSIDERABLY LOWER THEN ATTACHMENTS REVISION: DATE: BEAM IS CONSIDERABLY LOWER THEN THE MAJORITY OF THE MEMBERS. MATERIAL IN THE PROPER LENGTH TO ELIMINATE BUTT JOINTS WITHIN A THE MAJORITY OF THE MEMBERS - THIS DOES 4. ENSURE ALL PAINTED SURFACE ACHIEVE 4'-O" WIDE RUN. THE ONLY SEAMS THAT ARE ALLOWED ARE SEAMS NOT INCLUDE ANY WALL KICKERS OR HOWEVER, EACH CASE IS UNIQUE AND THE 'TRANSITION POINT FROM CEILING BETWEEN THE 4" S -0" ROLLS. THIS IS A CUSTOM PRODUCT AND MUST BE MISCELLANEOUS FRAMING MEMBERS - WALL COMPLETE COVERAGE - ALL SURFACES PAINT TO WALL PAINT MUST BE VERIFIED IN THE FIELD WITH THE OWNER PREVIOUSLY UNFINISHED TO RECEIVE PRIMER AND PRIOR TO PAINTING. THE TRANSITION LINE SHOULD BE LEVEL WITH THE ORDERED A MINIMUM OF (4) FOUR WEEKS PRIOR TO INSTALLATION. PAINT TO EXTEND A MINIMUM OF 12"-O" ABOVE 2 COATS OF PAINT MINIMUM - WALL PAINT TO FINISHED FLOOR ELEVATION AND CONSISTENT THROUGHOUT. FINISHED FLOOR ELEVATION - VERIFY EXACT BE SEMI-GLOSS - CEILING PLAN TO BE TRANSITION WITH OWNER EGGSHELL 2. GENERAL CONTRACTOR TO PAINT ALL WALLS 5. GENERAL CONTRACTOR TO PAINT ALL WALLS TO UNDERSIDE OF- ROOF DECK, UNLESS THE PRIOR TO INSTALLATION OF ANY WALL FINISHES FOLLOWING CONDITIONS ARE MET: ON PERPENDICULAR INTERSECTING WALLS TO - SPACE IS ENTIRELY ENCLOSED BY 4 WALLS ALLOW FOR CLEAN FINISH EDGE WITH SHEATHING TO ROOF- PECK a — DROPPED CEILING IS INSTALLED THROUGHOUT 6. IF PROVIDED PAINT #5 ABOVE FIBERGLASS SPACE SHOWER INSERT ' - NO POSSIBILITY OF VIEWING ANY WALL AREA 7. FINISH DOORS AND FRAMES TO MATCH EXISTING PROJECT LOCATION: ABOVE CEILING FROM ANY POINT FINISHES TIGARD OR , W a U M I- SHEET NUMBER / TITLE a 0 0 Q A4.0 INTERIOR DECOR PLAN DECOR SCHEDULE COLOR SCHEME: EARTH DOOR & HARDWARE SCHEDULE WALL TYPES 0 RM. # ROOM NAME POOR SIZE DOOR FRAME HARDWARE REMARKS WALL. TYPE #1 WALL TYPE #5 •n r�`�•• ITEM SYMBOL LOCATION CHOICE SPECIFICATIONS REMARKS TYPE TYPE CROUP ©iv y u ��C PAINT I P-I VARIES PRIMARY: MANUFACTURER: SHERWN WILLIAMS 101 GUEST LOBBY EXISTNG EXISTNG EXISTING 5 VERIFY CODE COMPLIANT HARDWARE Fi T C S S REQUIRED NUMBER: 6505 102 MANAGER'S OFFICE 3'-0" X 7'-0" B I 3 - EXISTING t0 REMAIN - PROTECT COLOR: ATMOSPHERIC EXISTING TO REMAIN - PROTECT I I/2 METAL FURRING CHANNELS PAINT 2 P-2 VARIES PRIMARY: MANUFACTURER: SHERWN WILLIAMS 103 TRAINER 3'-0" X 7'-0" B 1 3 - VERIFY FIRE-RESISTIVE RATING - C 16" O.C. REQUIRED NUMBER: 6085 104 CARDIO/STRENGTH EXISTNG EXISTNG EXISTING 5 - MANTAN 5/8" TYPE 'X' GYPSUM BOARD COLOR: TOASTY 105 FREE WEIGHTS EXISTING EXISTNG EXISTNG 5 - ADD RESTROOM WALLS PAINT 3 P-3 VARIES PRIMARY: MANUFACTURER: SHERWN WILUAMS - REQURED NUMER: 6130 106 MULTIPURPOSE ROOM (2) 3'-0" X 7-0" C I I - PROJECT ADDRESS: COLOR: MANNERED GOLD " " 16200 SW PACIFIC HIGHWAY, 108 UNSEX 3.-0 X 7'-0 A I 2 - PAINT 4 P-4 VARES PRIMARY: MANUFACTURER: BENJAMN MOORE WALL TYPE #2 WALL TYPE #6 TIGARD, OR 97224 REQUIRED NUMBER: 2028-40 IOq UNISEX 3'-0" X 7-0" A I 2 - COLOR: PEAR GREEN 110 UNSEX 3'-0" X 7'-0" A I 2 - SUITE A PAINT 5 P-5 VARIES PRIMARY: MANUFACTURER: BENJAMIN MOORE III EXIT EXISTING EXIS•TIJG EXISTING 5 VERIFY CODE COMPLIANT HARDWARE EXISTING WINDOW TO REMAIN REQUIRED NUMBER: READY MIXED - PROTECT COLOR: NAVAJO WHITE 112 UTILITY 3'-0" X 7-0" A I 4 - 5/8" TYPE 'X' GYP. BD. PAINT 6 P-6 VARIES PRIMARY: MANUFACTURER: BENJAMIN MOORE 3 5/8" METAL 51UP3 I OPAQUE C ANYTIME RANE S BRAND REQUIRED NUMBER: 2166-30 ® E O.C. 11/2" METAL FURRING CHANNELS COLOR: BRONZE TONE GENERAL NOTE: PANT EXISTING DOORS AND FRAMES TO MATCH ADJACENT WALL 5/8" TYPE 'X' GYP. BD. ® 16" O.C. PAINT 7 P-7 INSPIRATION PRIMARY: MANUFACTURER: BENJAMIN MOORE PROVIDE PURPLE CHALK. 5/8" TYPE 'X' GYPSUM BOARD WALL REQUIRED NUMBER: 307 COLOR: BLACK CHALKBOARD DOOR TYPES WINDOW FRAMES PAINT q P-q SOFFITS, PRIMARY: MANUFACTURER: SHERWN WILUAMS t 4'-6" 4 WALL TYPE #3 WALL TYPE #7 BULKHEADS & REQUIRED NUMBER: 7006 CURVED GYPSUM COLOR: EXTRA WHITE 5/8" GYPSUM BOAR() (PANT) BEAM 4•_O" 3 5/8" METAL STUDS ® 24" 0.C. PAINT 10 P-I0 EXISTING DECK, PRIMARY: MANUFACTURER: SHERWN WILUAMS 3'-0" 3'-0" 3'-O" ' NOT USED 3/4" PLYWOOD JOISTS OR REQUIRED NUMBER: B42W2 •��I`-�' } ---"I' }�I' �' -in —}- In 5/8" WATER RESISTANT GYPSUM CHLNG COLOR: EG-SHEL WHITE ����, BOARD (PANT) WATERBORNE ACRYLIC DRYWALL iu --in ** Al ALL TLE LOCATKfiIS CARPET CA-I CARDIO, PRIMARY: MANUFACTURER: PATCRAFT QUARTER TURN INSTALLATION TYP• REPLACE WATER RESISTANT STRENGTH REQUIRED STYLE: DAZZLE TLE IOIIq GYPSUM BOARD WITH TROFH S, NUMBER/COLOR: 00512 EXQUISITE o o \ o \ 1 } N CEMENTITIOUS SHEATHING io i` i` h TYP. I TRANSITION VARIES PRIMARY: MANUFACTURER: JOHNSONITE CONTOUR NSTALLATION: / WALL 'TYPE #4 WALL TYPE #8 STRIP REQUIRED INSERT NUMBER: CE-20-C MTC-00-A / /COLOR: BLACK STRAIGHT INSTALLATION: NOT USED MT-00-A } -11/4— / } o FN. FLR. N. FIN. PLR. _-,n RUBBER RF-I FREE WEIGHTS PRIMARY: MANUFACTURER: ECORE REQUIRED STYLE: EVERLAST ROLL I ANYtI"E FITNESS BRANDED WALT. ____ _ _ - NIUMBER/COLOR: EL36 PEANUT CRUNCH A jj © VARIES ASSEMBLIES - REFER TO O PETALS FOR CONSTRUCTION PORCELAN T-I MEMBER AND PRIMARY: MANUFACTURER: DALTLE GROUT: MAPEI KERACOLOR " " " L W000 FRAME WITH WOOD FRAME WITH tLE GUEST LOBBY, RECOMMENDED NUMBER/COLOR: CS55 MOROCCAN BROWN SANDED GROUT #04 BANANA 13/4 WOOD SOLD 13/4 WOOD SOW 13/4 WOOD SOD I/4 CLEAR I/4' CLEAR METHOD TUEING, STYLE: /COLOR: CS SLATE SERFS BROWN BEIGE CORE FLUSH WOOD CORE FLUSH WOOD GORE FLUSH WOOD TEMPERED GLAZING GLAZING W._�__..�---~-' DOOR (STAN) DOOR (STAN) WITH DOOR (STAN) WITH PANT PANT HALLWAY #1212 P6 I/4" TEMP GLAZING I/4" TEMP GLAZING VNYL VCT-I MEMBER AND SECONDARY: MANUFACTURER: ARMSTRONG COMPOSITE GUEST LOBBY ALTERNATE NUI"BER: 57500 DOOR FRAMES HARDWARE GROUPS GENERAL NOTES: TLE COLOR: PURPLE BROWN REFER TO FLOOR PLAN FOR LOCATION OF SOUND BATT INSULATION WITHIN WALL. TYPE- TYPICAL TANNING STYLE: STANDARD EXCELON MPERIAL GROUP #I aROUP #3 TEXTURE BUTT HNGES BUTT HNGES VINYL VP-I FUNCTIONAL PRIMARY: MANUFACTURER: ESTRIE FLOORNG 180 DEGREE HINGE ON SINGLE LEAP WALL STOP PLANK TRANNG / RECOMMENDED NUMBER: LP6-06 PASSAGE LATCHSET CORRDOR LOCKSET FI.00RNG I MULTI-PURPOSE COLOR: MEDIUM WALNUT ' WELDED SLLOW WALL DOWN HOLD OPEN DOUBLE ARCHITECTURAL GENERAL NOTES ROOM STYLE: TECCARE O WAIL SLOPS DOUBLE ROBE HOOK COORDINATOR ASTRAGAL WOOD WF-I FUNCTIONAL SECONDARY: MANUFACTURER: KAHRS FRAME ASTRAGAL FLOORING I TRANNG / ALTERNATE NUMBER: 303NIgEK5LKW 0 g0P #2 I. ALL WORK SHALL BE COMPLETED N ACCORDANCE WITH APPLICABLE CODES, LOCAL RESTRICTIONS, ORDINANCES AND LAWS. EACH MULTI-PURPOSE COLOR: OAK MOCHA REFER TO 6/A7.I BUTT HINGES GROUP #4 CONTRACTOR OR SUBCONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF ALL APPUCABLE LAWS AND ORDER OF PUBUC OFFICIALS ROOM STYLE: ACTMTY FLOOR & A4.0 FOR WALL STOP BUTT HINGES WITH JURISDICTION FOR SAFETY OF PERSONS/PROPERTY. MAINTAIN FIRE RESISTANCE RATING FOR ALL EXISTING TENANT DEMISING CULTURED ST-I LOGO WALL PRIMARY: MANUFACTURER: DALTLE FLAT STRAIGHT PIECES: PAINING CLOSER W/ STOPS WALL STOP WALLS. / INSTRUCTIONS N073P0 LOCKSET STORAGE LOCKSET 2. DIMENSION NOTES: STONE I RECOMMENDED NUMBER: M570 CRSFLA-TBX IP KICKPLATE KICK DOWN HOLD OPEN A) ALL. EXTERIOR WALLS DIMENSIONED TO EXTERIOR OF EXISTING STRUCTURE, UNLESS NOTED OTHERWISE. COLOR: AUTUMN BRONZE DOUBLE ROBE HOOK B) ALL NEW STUD WALL ASSEMBLY OPENNGS ARE NOMINAL DIMENSIONS. STYLE: CHISELED READY STACK CORNER PIECES: CRSCORBX I GROUP #5 C) ALL DIMENSIONS ARE TO CENTER OF WALL ASSEMBLY, UNLESS NOTED OTHERWISE. WALL WC-I LOGO WALL SECONDARY: MANUFACTURER: TRIKES USE THIS SPECIFIC NUMBER FOR PANIC HARDWARE 3. THE GENERAL CONTRACTOR AS WELL AS ALL SUBCONTRACTORS SHALL VISIT THE SITE; VERIFY ALL. DIMENSIONS BEFORE SUBMITTNG COVERING I ALTERNATE NUMBER: MS-710-02 PREFERRED PRICNG. DETEX ALARM A BID, NOTIFY OWNER OF ANY DISCREPANCIES OBSERVED, OBTAIN ALL. REQUIRED PERMITS, AND VERFY ALL SITE CONDITIONS COLOR: MOCHA JAVA CONNECT TO SECURITY EQUIPMENT PERTAINING TO THIS PROJECT PRIOR TO SUBMISSION OF BIDS. ANY DISCREPANCIES FOUND DURNG SITE INVESTIGATION ARE TO BE STYLE: LANARK BUNGALOW REPORTED TO OWNER N WRITING PRIOR TO BD SUBMISSION. G.C. TO ENSURE THAT EXISTNG STRUCTURE IS NOT ALTERED OR DAMAGED WALL WC-2 GRAPHIC WALL. PRIMARY: MANUFACTURER: IN-STORE GRAPHICS & PROVIDE THE VENDOR WITH WITH EXCEPTION OF MODIFICATIONS SHOWN ON DRAWINGS. ALL INSTALLATIONS AND ALL CONNECTIONS 10 EXISTING BULDNG MECHANICAL COVERING 2 REQUIRED DISPLAYS DI1ENSIONS OF YOUR WALL FOR SYSTEMS SHALL BE COORONATED WITH AND PERFORMED UNDER THE SUPERVISION OF THE LANDLORD'S REP. VERIFY FIELD CONDITIONS COLOR: EARTH PROPER FIT, PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. ALL EXISTNG CONDITIONS, STRUCTURAL AND MECHANICAL CONNECTIONS TO REFER TO PETAL FOR ALL EXISTING BULONG SERVICES MUST BE FEW VERIFEO PRIOR TO SUBMISSION OF BIDS. ANY OISCREPANCES SHALL BE REFLECTED AND INSTALLATION DIRECTIONS. NO ADJUSTMENT TO BD PRICE SHALL BE MADE AFTER BID SUBMISSION. SUBMISSION OF BID SHALL BE UNDERSTOOD AND CONSTRUED AS BASE I VB-I ALL ROOMS PRIMARY: MANUFACTURER: JOHNSONTE CONTRACTOR HAVING VERFIEO ALL EXISTNG CONDITION WHETHER OR NOT SHOWN ON DRAWINGS AND HAVING TAKEN INTO ACCOUNT ANY EXCEPT REQUIRED NUMBER: 40 ADJUSTMENT NECESSARY TO FULFILL THE DESIGN INTENT N FULL AND COMPLETELY. G.C. TO COMPLY WITH OWNER'S RULES AND Michael J Wilkus,AIA REGULATIONS REGARDING CONSTRUCTION WITHIN THE BU .LONG G C ALL SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE RESTROOMS COLOR: BLACK ' ' & = 11487 Valley View Road STYLE: 6" VNYL COVE ROOM FINISH SCHEDULE BASE BULONG AND TO VERIFY WITH THE CLINT BEFORE MODIFYING OR ATTACHNG NEW CONSTRUCTION TO BASE BULDNG. GC SHALL Ede PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CHLNGS OR OTHER SURFACES IDENTIFIED Prairie,Mn 55944 ENTIFIED TO REMAN THAT MAY BECOME DAMAGED p.952-941-8660 n 5 PORCELAN LTL T-2 RESTROOM PRIMARY: MANUFACTURER: DAME GROUT: MAPEI KERACOLOR DURING THE COURSE OF THE WORK. G.C. TO COORDINATE LAYOUT, ROUTING, AND INSTALLATION OF ALL NEW MECHANICAL, ELECTRICAL, TLE 2 FLOORS RECOMMENDED NUMBER/COLOR: CS55 MOROCCAN BROWN SANDED GROUT #04 BAHAMA RM. # ROOM NAME FLOOR WALL CEILING REMARKS _ FIRE PROTECTION, AND PLUI"BIJG WORK WITH EXISTING MEP/FP SYSTEMS, AND WITH EXISTING STRUCTURE TO REMAIN. REPORT ALL f.952-941-2755 STYLE: CONTINENTAL SLATE SERES 12"X12" BEIGE HNISH BASE FINISH MATERIAL FINISH HEIGHT info�wilkusarch.com DISCREPANCIES TO OWNER N WRITING PRIOR TO SUBMTTNG BD PACKAGE. EACH CONTRACTOR OR SUBCONTRACTOR SHALL SECURE www.wilkusarch.com #1212P6 100 MEMBER LOBBY T-I VINYL PANT A.C.T. 10'-0" AND PAY FOR ALL PERMITS, FEES, AND LICENSES REQUIRED FOR PROPER EXECUTION OF THEIR PORTION OF THE WORK. G.C. TO COVE BASE TILE: 6"X12" #S36C'TP2 ENSURE THAT A COMPLETE SET OF CONSTRUCTION DOCUMENTS IS GIVEN TO ALL SUBCONTRACTORS PRIOR TO BID SUBMISSION. G.0 1"X6" #SC36CcIT P2 101 GUEST LOBBY T-I VNYL PANT/STONE A.C.T. - 10'-0" SHALL VERIFY THE LOCATION OF ALL UTLITES. POINTS OF ACCESS TO THE SITE AND MATERIAL STAGNG AREA LOCATIONS FOR THE � /� PORCELAN T-3 RESTROOM / PRIMARY: MANUFACTURER: DALTLE GROUT: MAPEI KERACOLOR 102 MANAGER'S OFFICE CA-I VNYL PANT A.C.T. - 10'-0" CONTRACTOR SHALL BE APPROVED BY THE OWNER PRIOR TO THE TIME THE CONTRACTOR IS GIVEN NOTICE TO PROCEED. THE l� C. �-S) TLE 3 SHOWER WALLS RECOMMENDED NUMBER/COLOR: SL/53 MARRONE CHI SANDED GROUT #04 BAHAMA " CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY TEMPORARY DRIVES, FENCING, BARRICADES, LIGHTING, ETC. AS NECESSARY TO 103 TRAINER CA-I VNYL PAINT A.C.T. - IO'-0 PROVIDE SAFEGUARDS AND EGRESS IN AND OUT OF THE EXISTING FACILITES AND PARKING DURING CONSTRUCTION. NORMAL BUSINESS MICHAEL JOHN ,O STYLE: SALERNO SERIES 12"X12" #1212 P2 BEIGE OPERATIONS CANNOT Be INTERRUPTED DURING CONSTRUCTION WITHOUT PRIOR COORDINATION AND CONSENT OF THE OWNER. !� BULLNOSE TILE: 3 XI2 #P43CgP2 48 MINIMUM WAINSCOT 104 CARDIO/STRENGTH CA-I VNYL PANT EXISTING PANT OPEN WILKUS 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDhIG AS IF REQUIRED BY ALL. PORCELAIN T-4 SHOWER PRIMARY: MANUFACTURER: DALTLE GROUT: MAPEI KERACOLOR 105 FREE WEIGHTS RF-I VNYL PAINT EXISTNG PANT OPEN COORDINATE ALL PORTIONS OF THE WORK AS DESCRBED N THE CONTRACT DOCUMENTS. DISCREPANCIES BETWEEN PORTIONS OF THE 6 3028 • TLE 4 FLOORS RECOMMENDED NUMBER/COLOR: CS55 MOROCCAN BROWN SANDED GROUT #04 BAHAMA - CONTRACT DOCUMENTS ARE NOT NTENDEO AND SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONTINUING (PA N p{AIAIE MN STYLE: CONTINENTAL SLATE SERIES 3 1X3" BEIGE 106 MULTIPURPOSE VP-I VNYL PANT A.C.T. - 13'-0"+/- WITH THE AFFECTED PORTIONS OF THE WORK. COVE ASE TILE: 6"X12" #S36CgTP2 107 FUNCTIONAL AREA VP-I VNYL PANT A.C.T. - IO'-0" 5. ANY ()MOONS, PETALS, NOTES OR SYMBOLS THAT APPLY TO ONE UNIT, APPLIES TO ALL UNITS LICE SITUATIONS, UNLESS NOTED '6 OTHERWISE. I"X6" #5C36C6IT IP2 108 UNISEX T-2 C.T. PANT/TILE GYP. BD. PAINT q'-6" 48" + BASE HIGH WAINSCOT 6. THE STATED DIMENSIONS SHALL TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE THE DRAWINGS. THE OWNER SHOULD Be GEEING TILE C-I MEMBER & PRIMARY: MANUFACTURER: USG IOq UNISEX T-2 C.T. PANT/TILE GYP. 80. PAINT q'-6 " W/ BULLNOSE EDGE CAP NOTIFIED OF ANY DISCREPANCIES. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH PARTITION TYPE IS 1 GUEST LOBBY REQUIRED ITEM: 76575 7 X 7 X 3/4" " DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. RATED PARTITIONS ARE TO TERMNATE AT m,STYLE: ECLIPSE CUMAPLUS SO (WHITE) 110 UNISEX T-2 C.T. PANT/TILE GYP. BD. PAINT 9'-6 STRUCTURAL MEMBERS WITH A FIRE RESISTANCE RATING GREATER THAN OR EQUAL TO THE WALL RATING. WHERE REQUIRED, PROJECT NO.: ATF7153-12 MULTI-PURPOSE SUSPENSION SYSTEM: DX/DXL24 (WHITE) III HALL T-I VNYL PANT A.C.T. - 10'-0" MATCH EXIST. CELNG HEIGHT APPROPRIATE FRAMING AND DRYWALL IS TO BE INSTALLED TO OF-FSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS, SUCH DRAWN BY: KMB - AS PIPING OR DUCTWORK, TO MAINTAIN FIRE RESISTANCE RATING. NON-RATED PARTITIONS THAT CONTNUE TO STRUCTURE ARE TO ROOM 112 UTLITY 5-I VNYL PANT EXISTING PANT OPEN TERMINATE AT APPROPRIATE LOCATIONS TO MANTAN THE INTENT OF A CONTINUOUS PLANE OF ONE-LAYER OF GYPSUM BOARD SHALL CHECKED BY: JMR COLOR: FLAT WHITE O 12" TRIM ELITE SEAL TIGHT TO DECK AT INSIDE FACE OF WALL FRAMING TO MINI NZE AIR & MOISTURE NFOTMATION TO THE BUILDING INTERIOR. ALL COLOR: FLAT WHITE GENERAL NOTE: FELD VERIFY WATER RESISTANT SHEATHING OR BETTER IN ALL WET CONDITIONS - RATED WALLS SHALL BE CONSTRUCTED FIRST. SECONDARY WALLS TO ABUTT, NOT PENETRATE, RATED WALLS. ALL GYPSUM BOARD ISSUE: DATE: FIBERGLASS FRP-I STORAGE PRIMARY: MANUFACTURER: MARLITE REMOVE AND REPLACE AS REQUIRED SHALL BE 5/8" FIRE RATED TYPE, UNLESS NOTED OTHERWISE. FIRESTOPPNG TO BE PROVDED AT PENETRATIONS THROUGH RATED PERMIT SET 12-26-12 REINFORCED RECOMMENDED NUMBER: P100 PARTITIONS AS SPECIFED OR AS OTHERWISE REQUIRED BY THE ASSEMBLY RATING. PANEL I UTLITY COLOR: WHITE 7. DUCT PENETRATIONS OF FIRE RATED CORRIDORS, WALLS AND CEILINGS SHALL USE FIRE DAMPERS AS APPUCABLE CODES, STYLE: PEBBLE ORDINANCES AND LAWS REQUIRE. PLASTIC L-I RESTROOMS SECONDARY: MANUFACTURER: NEVAMAR AT VANITY, F APPLICABLE 8. PROVIDE ALL REQUIRED FIRE BLOCKING IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES AND LAWS. LAMINATE I ALTERNATE N IVER: RK2002T q. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES AND LAWS. MISCELLANEOUS COLOR: ROLLN' ROCK 10. VERIFY THAT ALL EXISTNG EXTERIOR LANDINGS ARE FLUSH WITH FINISHED FLOOR AND SLOPE AWAY FROM THE FACE OF BULPNG REVISION: DATE: STYLE: TEXTURED TO PROVIDE POSITIVE DRANAGE, TYPICAL. WALL SECONDARY: NUMBER COLOR: SLATE II. WHERE DEMOLITION OCCURS ADJACENT TO EXISTNG CONSTRUCTION TO REMAIN, PATCH AND REPAIR ADJACENT CONDITIONS FOR A PROTECTION ALTERNATE STYLE: ACROVYN WALL PANELS 2.UNIFORM EXIT DOORS APPEARANCE. Be OPERABLE FROM THE NSDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. A READILY VISIBLE SIGN SHOWER SHW-I SHOWER SECONDARY: MANUFACTURER: LOCAL SUPPUER SHALL BE ADJACENT TO THE DOORWAY STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." NSERT WALLS/FLOORS ALTERNATE COLOR: ALMOND OR IVORY 13. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL (IF REQUIRED) AT THESE BULT-NS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTNGUSH ERS, COVER IVORY PROVIDE COLOR AS SPECIFIED CABINETS, DUCTS, PIPING AND ALL OTHER SUCH RECESSES. PLATES & BY CODE 14. USE ONLY NON-CORROSIVE FASTENERS ON ANY PRESSURE TREATED LUMBER. WHERE EXISTING NSULATION IS REMOVED OR MISSING, DEVICES PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS AND MANTAN REQUIRED R-VALUES. HOLLOW VARIES PRIMARY: MATCH ADJACENT WALL COLOR 15. PROVVE ALL SIGNAGE REQUIRED BY APPLICABLE COPES, ORDNANCES AND LAWS. METAL REQUIRED 16. GENERAL CONTRACTOR REQUIRED TO PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE, WALL-MOUNTED FIXTURES DOOR & AND FURNSHNGS, AND SUPPORTS. G.0 SHALL VERFY THE CHARACTERISTICS OF ALL. EQUIPMENT, MLLWORK, OR OTHER ITEMS BEING FRAME FURNISHED BY OWNER OR OWNER'S CONTRACTORS FOR WHICH Q.0 IS RESPONSBLE FOR NSTALLNG. G.C. ASSUMES COMPLETE g WOOD VARIES PRIMARY: SOLD CORE MAPLE RESPONSIBILITY WHEN OWNER FURNISHED ITEMS ARE ACCEPTED AND RECEIVED BY G.C. ALL LIGHT SWITCHES, THERMOSTATS, SECURITY PROJECT LOCATION: DOORS REQUIRED COLOR: CLEAR SEALED ALARMS, ELECTRICAL ONE OUTLETS, ETC. MUST T BEE OU MOUNTED TO MEET ALL GOVERNING ACCESSIBILITY REQUIREMENTS FOR FLOOR & HEIGHT C TIGARD, OR W r7. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. u 18. CLEANING: THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF CONSTRUCTION DEBRIS AND TRASH. REMOVE ALL 2 COMBUSTIBLE RUBBISH DURING CONSTRUCTION FROM THE BULDING CONTINUOUSLY AND DISPOSE OF N A LEGAL MANNER. Iq• AT THE TIlE OF BULDING COMPLETION, BULDING IS TO Be THOROUGHLY CLEANED PRIOR TO TURNOVER TO OWNER, NCLUDNG BUT SHEET NUMBER / TITLE re d NOT LMTED TO VERTICAL AND HORIZONTAL SURFACES, DUCTS (INSIDE AND OUT), BAR JOIST, BEAMS, & PIPING N EXPOSED CHLNGS AS WELL AS NEW FILTERS IN ALL HVAC UNITS. 0 20. REFER TO ENGINEERED CONSTRUCTION DOCUMENTS BY OTHERS FOR ADDITIONAL PERTINENT INFORMATION. 21. FOR ALL AR CONDITIONING, EXHAUST & SUPPLY FANS, HVAC & REFRIGERATION EQUIPMENT CURBS, GENERAL CONTRACTOR SHALL A5.0 PROVIDE & INSTALL SUITABLE BLOCKING IN WALLS & CELNG TO SUPPORT FIXTURES, EQUIPMENT & CANOPIES. SCHEDULES PLAN/ELEVATION LEGEND o 0 0 KEYED NOTES t WATER RESISTANT GYP. BD. • SOAP DISPENSER 0 i T iC WALL - PANT ® 24" X36" POLISHED PLATE r----� �� ��� ram O COVED CERAMIC -ILE BASE - GLASS MIRROR N STAINLESS _______ , ,. ( 'I I I L FITNESS REFER TO 5/A7.I STEEL FRAM: / € I 0 METAL DOOR FRAME - PANT 14 18" TOWEL BAR • •O 4 $WOOD DOOR - STAN 15 ROBE HOOK o 1 SHOWER GRAB BAR to 18" VERTICAL GRAB BAR ® 0 Q 0 ® _ . 036" GRAB BAR �� 5"X18" STAINLESS STEEL WALL `P = , = 2 _ 0 Ur PROJECT ADDRESS. 42" GRAB BAR SHELF 1:111111111111111111111111111111 © / r , o O o Q A7.I , 16200 SW PACIFIC HIGHWAY, Q TOILET PAPER HOLDER to FLOOR TRANSITION ® SHOWER - cam--� \ L ' A n Mu LAR © O TIGARD, OR 97224 REFER TO I/A7.1 ►rd c �c 0 "€PROVIDE TRAP PROTECTION tg SHOWER CURTAN ROD �' I SUITE A ;� ; TYP. / try o \ f I i '© -. D O O -� to HAND DRYER ®FOLDING SHOWER SEAT \ TYP.tt ACCESSIBLE LAVATORY _�■ - \ I 1 - 1 _C SEAL AROUND TYP. © © EDGES (TYP.) vcti r) • GENERAL NOTES 9 UNISEX SLOWER ROOM YS. I ENLARGED R STR P N - VERFY THE LOCATION OF ALL ITEMS WITH OWNER PRIOR TO NSTALLATION A6.0 3/8" = r-o' A6.0 3/8' in r—o" - VERIFY P ANY OF THE PROPOSED TOILET ACCESSORIES WILL Be SUPPLED BY OWNER - REFER TO A0.0 FOR ACCESSIBLE HXTURE MOUNTING HEIGHTS o 0 0 0 - REFER TO A5.0 FOR NTERIOR DECOR FINSHES s. - ' . - BULLNOSE TILE TO MATCH WAINSCOT TILE 0 - GENERAL CONTRACTOR TO INSTALL 5/8' CEMENTATION SHEATHNG N LIEU OF 1L .Ti WATER RESISTANT GYP. TBD. AT ALL WALL TILE LOCATIONS . Øp _ I - BLOCKING: REFER TO NOTE #16 UNDER "GENERAL NOTES" ON SHEET A5.0 , _ I I V //� © - ALL RESTROOM AND SHOWER ROOM ACCESSORIES SUPPLED AND INSTALLED • \• o © • " C 0 MC BY GENERAI, CONTRACTOR UNLESS OTHERWISE NOTED o \ _ © © I p 2 A7.I T / I B c��� DC -.3 lUi�� r . a O• ) �1 * l /� TYP. F- O � -.0 GENERAL CONTRACTOR TO L \ I , PROVIDE PLYWOOD BACKING iY m TYP. p O O 40 N WALL CAVITY AT - " v REsTROOM FIXT - 1 " _ (-A-1 1 1 _ ' - - - I'-6" © • LI aa , TYP.SEAL AROUND G p C EDGES (TYP.) 6 UNISEX SHOWER ROOM ELM'S. 2 ENLARGED RESTROOM PLANT A6.0 3/8" = r—o' A6.0 3/8' = 1'-0" . . 0 ' © © T °° : = = p.952-941-8660 f.952•941.2755© - Info®wilkusarch.eom 71.11.11.m.. I © �� www.wilkwerch.com_ O D p J m 0 W l_ - \`4 C' IN■li• , 4> ‘.4s, si, ,1 - v Mt HiAEI JOHN 0 . • T ' -c . YP. . L \ :i :i i :Jr ... : �� �■ 31028 • SEAL AROUND EDGES (1) EDE AM IN (TYP.) � � �� � /it 7 11'1I SEX RESTROOI"I EI.EVPIT ION'S 3 ENI.ARoEO RESTROOM PI-AN PROJECT NO.: ATP7153-12 A6.0 3/6' - r-o" A6.o 3/8' - r—o" DRAWN BY: KMB CHECKED BY: JMR ISSUE: DATE: PERMIT SET 12-28-12 EQUAL EQUAL EQUAL le EQUAL 0 I - rt HIDDEN LINE INDICATES LINE OF CELNG N MULTIPURPOSE ROOM BEYOND REVISION: DATE: 71 - 1 CLERESTORY WINDOWS - REFER TO W2 ON A5.0 's ® ® - TYP. 6" STUD GAP 5/8" TYPE 'X' GYP. BD. BOTH SIDES / / / ' // / SOUND GATT ® INSULATION �\ / 6" GAP/CHANNEL . FOR WIRING - F.O.R. PROJECT LOCATION: / // W &%1N1ll1 TIGAtD, Ot/ I // / I // I 2 A 63 SHEET NUMBER / TITLE c 4 TILL T I PURPOSE E E V I O N A6.0 A6.0 1/4' - r-o" INTERIOR ELEVATIONS CULTURED NOTE: PANT ALL SURFACES- REFER I q 1 STONE - TO INTERIOR DECOR PLAN WV 1 TERMNATE AT © FOR PAINT TYPE AND I I CELING •7.0 LOCATION LOCATION A.F.F. © IIC ......_ . ..'( . •PREPNISHED +WEAL/s ENO auA IR FITNESS a n��� ANYTIME FITNESS N-WALL SUPPORT - Y I C In LOGO/SIGNAGE - REFER TO DETAILS 4 55 PROVIDED BY WITHN DRAWING SET GYP. BOARD VARIES OWNER, (PANT) RLLED BY nere14111.geRmsH • INSTALL cHLNG th;PLcTLE LATION OF CUSTOM MLLWORK 1 THE TOP COURSE OF TOP COURSE MAY BE SCUT' To g....■7:- �= SHELVING UNIT w/ `o 16200 SW PACIFIC HIGHWAY, EXISTING a .� ACCOMMODATE CELNG HEIGHT ADJUST. SHELVES TIGARD, OR 97224 A.F.F. DEPENDING ON COURSNG ��II - REFER TO VINYL BASE - BOTH SUITE A IT . 7/A5.0 SDES AND ENDS OF - _aim WALL - --- IO CULTURED STONE �' 3 8" ''• .% 7.0 un.m2∎- aim_ • NNN. E 3 8" fll -.l 1 i -- • ® EXISTING ROOF ASSEMBLY I =�- " • 7/8' TO RH'1AN- PROTECT , -- VERIFY ON PLAN I' `-'�!= MNI. '! f SUSPENDED ACOUSTIC*--____ -� !`'' '•' 8'- 0" x 3 7/+.r' �I I I CONNECTIONS-SAS �^^^^.. EXISTING S INS 'I R�4T I ON WA�i• ELEV. . g va -� REQUIRED / 1.00�O ���� 1.�1rr4T IO1�l s o -� / EXISTING ROOF ASSEMBLY- A7.o 3/e' = r-0" Al.0 3 s' - r-o" ~ n t 01. N U.S.G. 12" WHITE s / VARIES / !-li�� - COMPASSO TRH ELITE `.IJ VERY CEILING HEIGHT WITH A3.0 VINYL ACOUSTICAL CHLNG TILE PROVIDE 4' AND REFER TO 5/A7.0 FOR WALL FNISH ILI - CANE APRON PROVIDE HORIZ. STL. STUD NOTE: PANT ALL SURFACES- REFER TO BASE- TYP. REFER TO BRACNG AT CHLNG ELEV. (TYP.) 3/8" STEEL TOP INTERIOR DECOR PLAN FOR PANT 1 I ACOUSTICAL CEILING TILE - PLATE TYPE AND LOCATION ELEVATION ROUGH-IN I/A3.o REFER To PLAN PREFNISHED ANYTIME FITNESS 3 1/7 SQUARE LOGO/SIGNAGE STEEL TUBE W/ -*PAINT WALL TYPE BASE PLATE AT 8'-0" TOP OF WALL s MI 5/8" TYPE 'X' GYPSUM BOARD EACH FREESTANDNG 3 5/8" METAL STUDS ® 16" O.C. WALL END,THAT IS " AIR SPACE " NOT PERPENDICULAR PROVIDE CLEAN FNISHED 6 METAL STUDS ® 16 O.C. 5/8" CE ENTITIOUS SHEATHNG PAINT ALL ADJACENT & INTERSECTNG WALL, ANCHOR TO EDGE W/ CORNER BEAD - EXISTING CONIC TAPED AND SANDED 15 DRINKING INOUNTA IN ELEVATION 12 EOGE TRIM DETr4I1. , CULTURED STONE VENEER WALLS PRIOR 70 NSTALLATION OF- CULTURED FLOOR SLAB W/ STONE A7.0 " A7.0 I r-0' In -*CUSTOM MLLWORK MANUFACTURED CONIC ANCHORS TO 3/8 - r-o / Q SHELVING LINT - REFER TO 8 7 8 ENSURE STRUCTURAL. ROVDE BLOCKNG AS 7.0 7.0 .7 .0 7.0 STABILITY OP WALL REQ'D 10/7.0 SIM. .�� NM M� ,�� TYP. EACH END OF I e r WALL I ; I I I I % : - BASE PLATE, 5/8" TYPE 'X' GYP. BD. d„ " r " � , % ANCHOR TO EXISTNG --pm- 6" METAL STUDS ® 16" O.C. ---0 4'-0" •�#2-Or' CONIC FLOOR SLAB © 5/8" TYPE 'X' GYP. BD. HOLD W/ CONC ANCHORS r-3" 8'-O" ENSURE 7A 1 ~� ENTIRE BASE - .STONE VENEER MUST WRAP THE STABILITY OF WALL END OF THE WALL •......* i PROVIDE UNISTRUT PI000 _, �I FOR SPANS 5'-0" OR LESS , _ BETWEEN EXISTNG BAR q 1.0Cr0 WA41..1.. SECTION 6 LOCO WA1.L. PLAN 2 INSPIRATION W141.1. SECTION 4- JOISTS - PROVIDE UNISTRUT A7.0 A7.0 A7.0 P 1001 FOR SPANS 5-0 OR 3/8' = I'-0" 3/8' •K I'-0" 3/8' in r-o• GREATER EXIST JOIST FLANGE CUSTOM MLLWORK MANUFACTURED Q -*WALL GRAPHIC - WHEN PROVIDE J-BEAD ® SHELVING UNIT - REFER TO •• •. oRDERNG GRAPHICS TOP FNISH EDGE (TYP.) , 10/A7.0 , % EXCLUDE VINYL BASE FROM PROVIDE UNISTRUT WALL TYPE WALL HEIGHT A PI000 AND I/2" DIAL MIRROR AT BACK OF UNIT Al 5/8" TYPE 'X' GYPSUM BOARD 3 5 8 METAL STUDS 016 O.C. ALTHREAD RODS ® " " " / GRAPHIC / VNYL INSTALLATION Al-, 4-0 O.C. 1 A j AIR SPACE STEP t APPLY SHERWN WILUAMS STEEL STUD CROSS q" DEEP X 1/2" TEMPERED �� / 6" METAL STUDS ® 16" O.C. PRE WALLCOVERING PRIER BRACING 0 48" 0.0. GLASS ADJUSTABLE SHELVING / 5 8" CEMENTITIOUS SHEATHNG 4 (TYP.) ' / N STEP 2: APPLY ONE COAT OF Michael j Willem:,AIA CULTURED STONE VENEER ROMAN PRO 555 VNYL OVER 3 5/8" METAL STUDS VINYL ADHESIVE WALL EDGES _ -_ Eden rareyview5344 / t5 - -- Eden Prairie,Mn 55944 .11 1_ ® 24" O.C. (TYP.) _:____� WITHN 2" AND ALLOW TO DRY. _ o APPLY SECOND COAT TO EDGES f.952-941-2755•952.941-8660 u " PROVIDE 2 ROWS OF PIN HOLES g 5/8 TYPE 'X' GYP. BD. - 1 ONLY. ® 3" O.C. FOR ADJUSTABLE b Q infoawilkuearch.com (TYP') - PANT GLASS SHELVNG STANDARDS / �[ STEP 3: APPLY ONE COAT OF IO,-O p www.wilkwarch.com ir ; � ROMAN PRO 838 HEAVY VINYL " A.F.F. 3/4" X 11/2" MAPLE FRAME, - �? ADHESIVE TO REMAINING PORTION OF THE 3'-0 FINISH WITH CLEAR SEALANT > GRAPHIC WALL PLAAND PLACE A try,4 3/4" WOOD r' STEP 4: WAIT 48 HOURS AFTER �� SOFFIT CONNECTION: CONSTRUCTION, FINISH WITH ' ' y % GRAPHIC/VNYL HAS BEEN APPLED, .,i <O JOHN CLEAR SEALANT COAT WITH SHERWN WILLIAMS MICHAEL JO ,� - SECURE UNISTRUT TO BAR JOIST W/ BOLT, NUT & WATERBORNE POLYURETHANE WILKUS WASHERS -ANGLES OF BOTTOM CHORD 2X GAP BETWEEN % VARNISH IN SATIN) SHEEN. 3028 e 2X FiRE TREATED BI.00KNG AROUND PERIMETER OF OPENING ,c. - F CONNECTED TO BEAM, ADD UMSTRUT BEAM CUPS NOTE: Mt BASE - BOTH SIDES ��� ��' UNIT To BE MANUFACTURED ALL CUTS' TO BE CONCEALED BY.- m / REFER TO PLAN AND ENDS of WALL 9 BY MLLWORK FABRICATOR TRIM. NO 'CUTS' ARE ALLOWED WITHN THE MAIN HELD OF STONE 13 SOFFIT OETA 11. 10 SH-I E1.V INCA UNIT DET14 I l.a 7 1.000 WP41.1. DETAIN- 3 GRl4PI•sI I C WP41.1. EJ.EV. PROJECT NO.: ATF7153-12 A7.0 I. s r-o' A7.Q A7.0 I. - r-o" A7.0 3/8' - r-o" DRAWN BY: KMB N. CHECKED BY: JMR 3/8" x 3-I/2" x 12" BASE PLATE PANT ISSUE: DATE: I PERMIT SET 12-28-12 NSTALL WALL BASE TRACK & I • , ROUGH ANCHOR TO FLOOR - INSTALL 1 N WITH WALL TOP OF WALL igh COLUMN & BASE PLATE ON TOP MOUNT FACE 10'-0" OF BASE TRACK - ANCHOR PLATE BY G.C. \ -" X 13/4" MAPLE TRM, --•PROVDE CLEAN FINISHED r-o" STUDS TO EACH SIDE OF FINISH WITH CLEAR EDGE W CORNER BEAD - c-11/4" COLUMN TO ENSURE STUDS ARE PANIC BUTTON SEALANT, ALIGN WITH TAPED LD SANDED REVISION: DATE: 2" ANCHORED TO TOP & BOTTOM BY OWNER EDGE OF STONE / TRACKS Aft I/2" DIAL HILT! HY 150 ANCHOR PANIC NECKLACE ALL 'CUTS' TO BE 7.0 ` BOLTS - 4 BOLTS EACH SDE RACK BY OWNER _r.__-_________i CONCEALED BY TRIM. 11 OF COLUMN - TYPICAL NO 'CUTS' ARE ALLOWED DEFIBRILLATORS WITHN THE MAIN HELD PANT _L___ N %I ` INSTALL 6" STEEL STUD BY OWNER OF SCONE PROVIDE BLOCKING AS REM) 0 0 /- -4 O CENTERED ON STEEL COLUMN • 2► EACH SDE - ATTACH AS �,n PRE- WALL RETURN - BEYOND O 0 /- -4 0 0 " REQUIRED -- i"� G �� ,�_ �_ - MANUFACTURERED 5/8" TYPE 'X' GYP. BD. • 3-I/2" SQUARE STEEL TUBE :• � � MTOERSRALLOWED S' oR �� COLUMN - WELD TO BASE t-a REFER TO A5.0 5/8 'TYPE 'X'DGYP. I6 O.C- il' "''' . . ` : CENTERLINE OF STEEL COLUMN Q FOR WALL SIMLAR CONSTRUCTION AT ST , q" t0 BE q" MAXIMUM FROM FM.ISHIES RETURN TO EXISTNG WALL PROJECT LOCATION: j( OUTSIDE EDGE of HMSHED WALL ct TIGARD, OR �--�VNYL WALL BASE - ENTIRE .-1: ASSEMBLY VERIFY °PENSION It 1 • WALL PERIMETER / ALLOWS BASE PLATE t0 BE COMPLETELY CONCEALED WITHN WALL ASSEMBLY SHEET NUMBER / TITLE 4 COLUMN BASE PLATE DETAIL. EMERC "NCQ. El-OVATION � OGO WALL. DETAIL. CR � I G W� J.I. B�CT I O® A7.0 A7.0 3' - r-0' A7.0 3/8' - r-0" A7,0 I' n• r-o" A7,0 3/8• - I'-O" 4 DETAILS WALL TILE - REFER TO INTERIOR DECOR SCHEDULE NOTE: AND PLAN REVIEW LOCAL/STATE ACCESSIBILITY REQUIREMENTS - SETTING AND ADHESIVE MATERIAL VERIFY PROPOSED DETAIL IS COMPLIANT PRIOR TO INSTALLATION s -•_i��� COVED BASE TILE a L&IV Y 1 I1V% TO Be. FLUSH WITH FLOOR TILE- •'�'���r'• �s TRANSITION BETWEEN BASE TILE 30 �• SOLID SURFACE SILL - �� C AND FLOOR CANNOT CREATE A I„ I„ / COLOR TO MATCH TILE 1 irr RECESS, ?ROUGH OR HARD 1 / + NEW TILE FLOOR CORNER. CONTRACTOR MUST 1411116( ` I'ADJUST FLOOR TILE AS REQUIRED ,_/ �. THIN SET AS REQUIRED Allk TO INSURE A SMOOTH, LEVEL _ ! ___ _ �� � TRANSITION PROM THE BASE TILE , .. TO THE FLOOR TILE. CONTRACTOR ; .•. . ;; EXISTING CONCRETE PROJECT ADDRESS: [..... WaR� MUST ALSO ENSURE THE GROUT SLAB JOINT AT THE TOP OF THE BASE 16200 SW PACIFIC HIGHWAY, TILE IS EVEN, STRAIGHT AND LEVEL ..” :', +' --• I/2'' EXPANSION JOINT TIGARD, OR 97224 • . . GROUT — -• PROVIDE PIN DOWELS AS SUITE A REQUIRED - MINIMUM (2) FLOAT FLOOR TILE UP TO CREATE TWO EACH SIDE .\ A SMOOTH TRANSITION BETWEEN BASE TILE AND FLOOR TILE '\ FL40R TILE - REFER TO -• PLACE WATERPROOF \�_,. I MEMBRANE ON * INTERIOR DECOR SCHEDULE AND PLAN CONCRETE FLOOR PRIOR TO INSTALLATION OF NEW TILE FLOOR 5 RESTROOM BASE TILE DETAIL I FLOOR AN5I T I ON a SHOWER A7.1 1 3' = 1.-0" A7. 3" = I'-0' BLOCKING: € REFER TO NOTE #I6 UNDER "GENERAL NOTES" ON SHEET A5.0 I PAINT 'A' -----*THE CONTROLS AND HAND CHANGE COLOR © Q. ', o SHOWER SHALL BE LOCATED WITHIN 15", LEFT INSIDE CORNER INSIDE ROOM - OR RIGHT, OP THE PAINT 'A' I CENTERLINE OF THE SEAT II PAINT 'A' �I III " CONTROL PANEL 1c T Jil --- - 1 N.- b 1___` -Jim PAINT 'B' -- �� A a PAINT "B' m M 6" MAX. Zo Tr) r� vt PAINT 'B' OUTSIDE ROOM - ") PAINT 'B' N. N. 6 DOOR JAMB PAINT DETAIL 2 SHOWER CONTROJ ELEVATION A7.I A7.I 3' = 1.-0" 1/2" = I'-0' TRANSFORMER LOCATION - REFER TO ELECTRICAL DOCUMENTS FOR LOCATION RUN WIRE FROM ELECTRONIC SILENOID THROUGH PANIC III DEVICE INTO THE DOOR, THROUGH THE DOOR FRAME THROUGH THE POWER II TRANSFER CABLE INTO THE STOREFRONT UP TO THE Michael J Wilkus,AIA ' TRANSFORMER - SECURITY 11487 Valley View Road VENDOR TO RUN WIRING Eden Prairie,Mn 55344 FROM TRANSFORMER TO p.952.941-8660 KEY FORE f.952-941-2755 POWER TRANSFER CABLE info 5 2-9 4 1.2.co 5 LOCATED TOWARDS TOP OF www.wilkusarch.com * � �DOOR NEW REMOVABLE MULLION - INSTALL STRIKES AS n __ Ir, REQUIRED BY PANIC DEVICES � U 44° ��Cfr - COLOR TO MATCH r( EXISTING STOREFRONT �� V• EXISTING ALUMINUM am` MICHAEL JOH '��, STOREFRONT - PROTECT WtLKUS q . - NEW PANIC DEVICE, STANDARD RIM a 3028 • KEY FORE SENSOR - BY ANYTIME FITNESS (1), EDEN P RAIN ctr. 94 11 ENTRY DOOR ELEVATION 7 NOT USED 3 NOT USED PROJECT NO.: ATF7153-12 A7.1 A7.I A7.1 3/6' = I'-0" DRAWN BY: KMB CHECKED BY: JAR KEY POBE SENSOR - BY ANYTIME FITNESS ISSUE: DATE: RUN WIRE FROM ELECTRONIC SOLENOID THROUGH PANIC PERMIT SET 12-26-12 DEVICE INTO THE DOOR, THROUGH THE DOOR FRAME THROUGH THE POWER TRANSFER CABLE INTO THE ALUMINUM STOREFRONT FRAME UP TO THE TRANSFORMER - SECURITY VENDOR TO RUN WIRING PROM TRANSFORMER TO KEY FOB REMOVE EXISTING PEAPBOLT AND INSTALL BLANK (IF DEADBOLT EXISTS) REVISION: DATE: NEW REMOVABLE MULLION - INSTALL STRIKES AS - REQUIRED BY PANIC DEVICES - COLOR TO MATCH OUTSIDE EXISTING STOREFRONT SYSTEM EXISTING STOREFRONT DOORS STAINLESS STEEL WALL SHELF - VERIFY FINAL T _ _ L LOCATION WITH OWNER ,/-�1 I�1 r L --00 � MEMBER DOOR '' PANIC E, GUEST DOOR I _ STANDARD RIM NEW PANIC DEVICE BELOW WITH ELECTRIC LATCH a INSIDE RETRACTION - CLEAR ANODIZED �___- = POWER TRANSFER CABLE TOWARD PROJECT LOCATION: 3 THE TOP OF THE DOOR N EXISTING ANODIZED ALUMINUM TIGARD, OR ALL NEW HARDWARE REQUIRED STOREFRONT MULLION - PROTECT TO BE CLEAR ANODIZED NEW POWER SUPPLY ABOVE N. SHEET NUMBER / TITLE 0. II A7.I 5 DOOR SECURITY DEVICE 4 SHOWER ROOT" SHELF ELEV. A7 .1 A7.1 A7.I 1 1/2" = 1,-0" 1/2" = 1"-0' DETAILS i SECTION 01010- SUMMARY OF WORK SECTION 03100- CONCRETE FORMS SECTION 06100- MISCELLANEOUS CARPENTRY PART 3 - EXECUTION SECTION 09260- GYPSUM BOARD SYSTEMS A. Work of this Contract is to be completed in one phase and will consist of General, PART 1 - WORK PART 1 - WORK 3.1 INSTALLATION PART 1 - GENERAL Mechanical, and Electrical construction as required to renovate the existing space 1.1 WORK INCLUDED 1.1 WORK INCLUDES A. Comply with manufacturer's written instructions for installing access doors and 1.1 GYPSUM BOARD SYSTEMS shown on the Drawings. A. Form work, shoring,bracing and anchorage for cast-in-place concrete. A. Miscellaneous wood framing with dimension lumber. frames. A. Scope: Provide metal wall and ceiling framing,blocking,gypsum board S Alm B. The Tenant may enter into separate contracts for work including but not limited to B. Form accessories B. Miscellaneous finished wood shelving. B. Set frames accurately in position and attach securely to supports with plane of face installation and finishing(including skim coating where noted and sound ' �� uI v 8 Y P Y PP P $( $ $ )� ©� y � ��M store fixtures,telecommunications, asbestos abatement, and base building C. Stripping forms C. Wood furring for wall finishes. panels aligned with adjacent finish surfaces. attenuation insulation as shown on Drawings. .m■ .e s s mechanical distribution system. Items noted"NIC"(Not in Contract)will be PART 2 - PRODUCT D. Concealed wood blocking and rollers for support of cabinets,toilet accessories, C. Install doors flush with adjacent finish surfaces or recessed to receive finish B. Perform gypsum board systems work in accordance with recommendations of II I IV > furnished and installed by the Tenant under a separate contract. 2.1 PRODUCT DESCRIPTION lockers, shelving. material. ASTM C754 and GA 216 unless otherwise specified in this Section. C. Fixtures/Material as noted to be provided by the Millwork Supplier and installed A. Formwork: Comply with ACI 347-68 "Recommended Practice for Concrete PART 2 - PRODUCT C. Environmental Requirements: Maintain a minimum temperature of 55 degrees F. by the General Contractor. Formwork". 2.1 PRODUCT DESCRIPTION SECTION 08710 -DOOR HARDWARE during application and curing of joint treatment compounds. D. Contractor is responsible for coordinating the use of premises under direction of B. Form Materials: Plywood, MDO grade; Steel, 16 gage minimum sheet; fiberglass, A. Lumber: PS 20, any commercial softwood species grades in accordance with PART 1 - GENERAL D. Metal Studs: Non-load bearing rolled steel,galvanized, channel shaped, 25 gage, the Tenant and Landlord, for work and access by subcontractors,tenant occupancy smooth faced. NFPA Grading Rules; standard grade or better, surfacing- four sides (S4S). 1.1 SUBMITTALS unless otherwise indicated,punched for utility access. Gold Bond Building of adjacent spaces, and protection and safekeeping of materials used under this C. Accessories: Form ties, form release agents, fillets, anchorages. B. Accessories: Nails,bolts,lags, screws and spikes to be galvanized where used for A. Product Data: For each type of product indicated. Products - Screw Studs; United States Gypsum - Steel Studs; the Celotex PROJECT ADDRESS: exterior, or high humidity locations and with treated wood. PART 2 -PRODUCTS Corporation- Steel Studs; Dietrich Industries - Steel Studs. Space at 24"o.c. Contract. Contractor is to repair any damage made to existing building and � � 2.1 SCHEDULED DOOR HARDWARE � Studs; P 16200 SW PACIFIC HIGHWAY, restore-damaged areas to conditions existing prior to starting work. SECTION 03200- CONCRETE REINFORCEMENT C. Preservative Treatment: Pressure treat all wood members that come in contact with unless noted otherwise. A. General: Provide door hardware for each door to comply with requirements in this Section TIGARD, OR 97224 E. Sequence of Work is to be coordinated to avoid interference with normal operations PART 1 - WORK roofing,waterproofing,the ground, concrete, or masonry. Comply with P Y q E. Runner Channels 16 gage cold rolled steel with factory applied rust-resistant finish, and security of existing building. Plan work sequence in advance with Tenant and 1.1 WORK INCLUDED requirements ofAmerican Wood Preservers Association(AWPA) Standards C2 and door hardware sets indicated in door and frame schedule. 1-1/2 inch size,unless otherwise indicated. SUITE A B. Basis for design product: The design for hardware is based on products indicated or a Owner and obtain their approval before staring work. This information is to be A. Reinforcing steel bars and welded steel wire fabric. and C9 for preservative treatment. F. Furring and Bracing Members: 26 gage cold formed galvanized steel hat-shaped comparable product: clarified in the pre-construction meeting. B. Reinforcement supports D. Fire Retardant Treatment: Carpentry shall meet a minimum Class III (C) flame or z-shaped,plain or knurled face. p $ 1. Butt Hinges: Hager BB1191 F. GC is responsible for providing power for all exterior signage. Signage provided PART 2 - PRODUCT spread rating per the requirements ofASTM - 84. Where fire-resistive construction 2. Lock Sets: Schlage AL-Series Saturn G. Expansion/Control Joints: Gold Bond Building Products - E-Z Strip or U.S. by Owner installed by other. 2.1 PRODUCT DESCRIPTION is required by building codes, provide wood materials impregnated with 3. Kick Down Hold-Open: Don-Jo 1464 Gypsum -No. 93. G. Fire protection work is on a design/build basis, as required. GC is responsible for A. Reinforcing Steel: ASTM A615, 60 ksl yield grade billet steel deformed fire-retardant chemicals. Identify treated wood with appropriate classification 4. Wall Stops: Don-Jo 1407 H. Gypsum Board: all drawing submissions,materials, and required labor for fire protection systems intermediate grade bars; uncoated finish. marking of Underwriters Laboratories, Inc. 5. Push/Pull: Don-Jo 7611 1. Standard Gypsum Board: 5/8 inch thick; maximum permissible length; square unless noted otherwise. B. Welded Steel Wire Fabric: ANSI/ASTM A185 Plain type; uncoated finish. E. Miscellaneous Oak Veneer Plywood. 6. Closer: LCN 1371 cut ends,tapered edges;ASTM C36. H. GC to verify completion of furniture and equipment installation. 7. Robe Hook: Don-Jo 302 2. Standard Fire Rated Gypsum Board: UL rated; 5/8 inch thick; maximum I. Verify existing site conditions and report any discrepancies with the construction SECTION 03300- CAST-IN PLACE CONCRETE SECTION 07840- FIRE-STOPPING 8. Kick Plate: Don-Jo 90 permissible length; square cut ends,tapered edges. drawings to the Architect within 48 hours of construction start. Notify Owner and PART 1 - WORK PART 1 - WORK 9. Coordinator: IVES COR Series I. Gypsum Board Accessories: Provide in accordance with GA 216 and Architect of existing site conditions that are in conflict with the intent of these 1.1 WORK INCLUDED 1.1 WORK INCLUDES 10. Panic Device: Von Duprin Series 98 manufacturer's recommendations. A. Cast-in-place building frame members, slabs, footings,piers and columns. A. Provide fire stopping systems produced and installed to resist the spread of fire, n. Threshold: Reese S204A. Half Saddle: Reese S239A. 1. Corner Beads: Gold Bond Building Products - Standard Corner Beads; documents. P $ � $ 'P pP $ Y P P $ B. Floors on metal deck and interior slabs on file. according to requirements indicated, and the passage of smoke and other gases. 12. Weather-Stripping: Hollow Metal Door-Reese 815A/Aluminum Door-Reese United States Gypsum - Dur-A-Bead. J. General Contractor to provide a project superintendent to manage and supervise the $ q P $ $ YP 630 (match door color/finish). work. C. Equipment Pads. B. Fire-Resistive Joint Sealants: Provide joint sealants with fire-resistive ratings 2. Casing Beads: Gold Bond Building Products -No. 100; U.S. Gypsum -No. K. All utility connections and metering to be coordinated with Owner's Construction PART 2 - PRODUCT indicated, as determined per ASTM E 119,but not less than equaling or exceeding 13. Drip: Reese R199A 14. Sweeps: Reese 323A 200A. Manager. GC shall be responsible for setting up all utilities into Owner's name at 2.1 PRODUCT DESCRIPTION the fire-resistance rating of the construction in which the joint occurs. 15. Astragal: Reese 184A 3. Joint Treatment: Gold Bond Building Products - Joint Compounds,Topping the commencement of construction. A. Concrete C. For fire stopping exposed to view,traffic,moisture and physical damage, provide C. Finish US26D/626/US32D/630 or comparable. compound and Joint Tape; U.S. Gypsum - Joint Compounds, taping and L. GC to provide a waste container and pay for removal service of all refuse and 1. Mix in accordance with ASTM C94. products that do not deteriorate when exposed to these conditions. PART 3 - EXECUTION topping, and Perf-A-Tape. waste materials generated by all prime contractors and subcontractors. Each 2. Footings and Foundation Concrete: 3000 psi with 4"slump. D. For piping penetrations for plumbing and wet-pipe sprinkler systems,provide 3.1 INSTALLATION 4. Bonding Adhesive: H.B. Fuller Co. - Max Bond; Gold Bond Building subcontractor will be responsible for clean-up and removal of his own waste 3. Slab on Grade Concrete: 4000 psi with 4"slump. moisture resistant through-penetration fire-stop systems. A. Steel Doors and Frames: Comply with DHI A115 Series. Drill and tap doors and frames Products - Wallboard/Panel Adhesive; United States Gypsum - Durabond 200 materials from the store. 4. Structural Slabs, Beams, Girders: 3000psi with 4"slump. E. For penetrations involving insulated piping,provide through-penetration fire-stop for surface-applied door hardware according to ANSI A250.6. Adhesive. M. GC is responsible for quantity and condition of all shipments. GC is to count and 5. Add air entraining agent to mix for concrete exposed to freeze -thaw cycling. systems not requiring removal of insulation. B. Wood Doors: comply with DHI A115-W Series. 5. Sound Attenuation Blankets: 2 inch thick blankets. Therm-Fiber as check any damaged boxes prior to signing for them. Any and all shortages and B. Accessories: Under slab vapor barrier, expansion,joint fillers, control joint keys, F. For fire-stopping exposed to view,provide products with flame-spread values of C. Install each door hardware item to comply with manufacturer's written instructions. Where manufactured by United States Gypsum. damages shall be documented on receiving tickets and reported immediately to reglets, dovetail anchor slots, floor sealer, and floor hardener. less than 25 and smoke developed-values of less than 450, as determined per cutting and fitting are required to install door hardware onto or into surfaces that are later J. Miscellaneous wood blocking,back-up and mounting sheets, etc. shall be treated C. Testing: Three test cylinders will be taken for every 75 or less cubic yards of each ASTM E 84. to be painted or finished in another way, coordinate removal, storage, and reinstallation of for fire resistance. Cut edges shall be brushed with equal treatment materials to Owner upon receipt. Obtain copies of all signed receiving tickets and submit these $� Y D' Y $ q to Owner on a weekly basis. class of concrete placed each day. surface protective trim units with finishing work specified in Division 9 Sections. Do not maintain integrity. N. GC to provide Owner with labor and material warranties and service contracts SECTION 08110- HOLLOW METAL DOORS AND FRAMES install surface-mounted items until finishes have been completed on substrates involved. from all sub-contractors and equipment and materials manufacturers. These SECTION 04730- SIMULATED STONE PART 1 - GENERAL SECTION 09300- TILE warranties shall be in effect for a period of one (1)year from installation date. PART 1 -WORK 1.1 SUMMARY SECTION 08800- GLAZING& MIRRORS PART 1 - GENERAL 1.1 WORK INCLUDES A. Section Includes: PART 1 - GENERAL 1.1 WORK INCLUDED SECTION 01045- CUTTING AND PATCHING A. Simulated stone assembly installed as wall veneer over a scratch coat prepared 1. Standard hollow metal doors and frames. 1.1 SUMMARY A. Ceramic or quarry tile installed using the thin set method. substrate 1.2 SUBMITTALS A. This Section includes glazing for the following products and applications, B. Sealant used in conjunction with ceramic tile. A. Submit a written request in advance of any cutting or alteration,which affects the including those specified in other Sections where glazing requirements are work of the Tenant, or the structural integrity, safety,visual quality, or As indicated on drawings. A. Product Data: For each type of product indicated. $ P gl $ q C. Solid surface shower thresholds. PART 2 - PRODUCT B. Shop Drawings: Include elevations, door edge details, frame profiles,metal specified by reference to this Section: 1.2 PRODUCT DESCRIPTION weather-tightness of any operational element of the project. P $ $ 2.1 PRODUCT DESCRIPTION thicknesses,preparations for hardware, and other details. 1. Windows A. Setting Materials B. Contractor is responsible for executing work using methods to avoid damage to P p $ A. Simulated Stone: Engineered by manufacturer to achieve specified strength, color, 1.3 QUALITY 2. Doors 1. Portland Cement ASTM C150 type 1,gray or white to match existing. other work,providing proper surfaces to receive patching and finishing,refinishing � Q � and texture, desired handling characteristics, and resistance to effects of A. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed 3. Borrowed lites 2. Hydrated Line: ASTM C-206 or C-207 type S. surfaces to match adjacent finishes,maintaining water integrity of facility at all 4. Mirrors times, and providing dust barriers as required to protect existing or new work and weathering, degradation by weather. and labeled by a qualified testing agency, for fire-protection ratings indicated, 3. Sand: ASTM C-144 for mortar or grout as required. 1.2 SUBMITTALS Tenant's operations from damage. B. Stone Design and color: based on testing at positive pressure according to NFPA 252. 4. Water: Clean and potable. A. Product Data: For each glass product and glazing material indicated. C. At penetrations of fire-rated wall, ceiling, or floor construction, completely seal 1. Manufacturer: Per Decor Schedule. PART 2 - PRODUCTS p $ 5. Shrinkage Mesh: ANSI A50 3, 2"x 2"mesh, 16/16 wire or 3"x 3"mesh, P g' C. Install per manufacturer's specifications. 2.1 STANDARD HOLLOW METAL DOORS PART 2 - PRODUCTS 13/13 wire or 1-1/2"x 2"mesh, 16/13 wire; galvanized. voids with fire-rated material for the full thickness of the construction element. D. Patched or refinished work shall notch existing adjacent work in texture and A. General: comply with ANSI/SDI A250.8 2.1 GLASS PRODUCTS 6. Dry-Set Mortar: ANSI A118.1. SECTION 05500- METAL FABRICATION 1. Design: 18 gauge hollow metal doors factory applied prime painted. A. Annealed Float Glass: ASTM C 1036,type I (transparent flat glass), Quality-Q3, B. Adhesive Materials appearance. PART 1 - GENERAL 2. Core Construction: Manufacturer's standard kraft-paper honeycomb, of class indicated. 1. Thin-set Adhesive, Floors: H.B. Fuller Co. - Full Flex-Universal Latex- SECTION 01500- CONSTRUCTION FACILITIES 1.1 WORK INCLUDES polystyrene,polyurethane,polyisocyanurate,mineral-board, or vertical 1. Ultra-Clear(Low Iron) Float Glass: Class I (clear) Modified Thin Set Mortar. A. Barriers: Provide as required to prevent public entry to construction areas and to A. Metal Framing material, fittings and related support system accessories as indicated steel-stiffener core. B. Heat-Treated Float Glass: ASTM C 1048; Type I (Transparent flat glass); 2. Thin-Set Adhesive, Walls: H.B. Fuller Co. - Double Duty 'Classic'Adhesive. on the drawings. a. Fire Door Core: As required to provide fire-protection and Quality-Q3. C. Grout Type: Floor and Wall Tile Grout: Cementitious type (with latex additive for protect existing facilities and adjacent properties from damage from construction C. Laminated Glass: ASTM C 1172 operations. B. Furnish metal fabrications to be field installed/anchored to structural steel. temperature-rise ratings indicated. floor application); colors to be selected by Architect; resistant to shrinking; 1.2 DESIGN REQUIREMENTS b. Thermal-Rated(Insulated) Exterior Doors. D. Mirrors: Clear and tempered glass mirrors: ASTM C 1503. manufactured by the Upco Company, H.B. fuller(TEC) or Hydroment. Refer to B. Enclosures: Provide temporary insulated weather tight closures of openings in A. Support Structure: The support members shall be located as indicated on the PART 3 - EXECUTION exterior surfaces to provide acceptable working conditions and protection for PP PP B. Doors: Face sheets fabricated from metallic-coated steel sheet. Comply with 3.1 GLAZING& finish Schedule. materials,to allow for temporary heating and to prevent en of unauthorized drawings. The spacing shall be as shown on the drawings. ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical D. Mortar Mix and Grout: Mix and proportion pre-mix setting bed and grout P $ P B. Ceiling anchorage: Whenever possible, attachment to the ceiling structure above A. General: Comply with combined written instructions of manufacturers of glass, persons. Provide doors with self-closing hardware and locks. $ performance level: materials in accordance with manufacturer's instructions. shall be by means of imbedded concrete inserts, through bolts, or by direct 1. Level 1 and Physical Performance Level C (Standard Duty), Model 1 (Full sealants,gaskets, and other glazing materials,unless more stringent requirements ( E. Sealant: Penetrating sealant by Aquamix. attachment to the structural framing of the building. When possible, fasteners will Flush). are indicated,including those in referenced glazing publications. F. Edge and Transition Strips: Strip to be Johnsonite CE-45-C, Color Sandalwood 45. SECTION 01600- MATERIALS AND EQUIPMENT not be in direct pull-out. 2.2 STANDARD HOLLOW METAL FRAMES 3.2 CLEANING PROTECTION Install with track: MT 00-A, fasten with 5/8"concrete nails. A. No products are to be included in the project, which contain known hazardous A. Protect glass & from damage immediately after installation by attaching materials,including,but not limited to, asbestos and polychlorinated biphenyl C. Vertical Supports: Vertical supports shall provide for basic vertical adjustments. A. General: Comply with ANSI/SDI A250.8. $ Y y $ G. Waterproof Sheet Membrane: Membrane shall be NobleSeal TS as manufactured (PCB)materials. D. Seismic Bracing: Framing system shall be adequately braced to meet all code B. Frames: Fabricated exterior frames from metallic-coated I Wilkus,AIA llic-coated steel sheet. Interior crossed streamers to framing held away from glass. Do not apply markers to glass by the Noble Company, or approved equal. Must be provided b same surface. Remove nonpermanent labels and clean surfaces. Protect glass &mirrors Y P Y 11487 Valley View Road requirements. frames from cold-rolled steel sheet. manufacturer as grout material. Provide where indicated on floor plan. Eden Prairie,Mn 55344 SECTION 01710- FINAL CLEANING 1.3 SHOP DRAWINGS 1. Fabricate frames as face welded 16 gauge factory ry a pp lied prime painted. from contact with contaminating substances resulting from construction operations, 1.3 INSTALLATION P.952-941-e660 A. Indicate profiles, sizes, connection attachments,reinforcing anchorage, size and PART 3 - EXECUTION including weld splatter. If, despite such protection, contaminating substances do A. Install ceramic and porcelain tile,in accordance with ANSI A108.4 f.9 5 2-9 4 1-2 7 5 5 A. Execute final cleaning prior to inspection for Substantial Completion. Use only p ' f.9 5 2-9 4 1-2 7 om e of fasteners and accessories. 3.1 INSTALLATION come into contact with glass,remove substances immediately as recommended by B. Install u tile in accordance with ANSI A108.3 materials and methods recommended by manufacturer of material being cleaned. q ' glass &mirror manufacturer. www.wilkusarch.com In addition to removal of debris and cleaning specified in other sections, clean B. Include erection drawings, elevations, and details where applicable. A. Hollow Metal Doors & Frames: Comply with ANSI/SDI A250.11. C. Lay tile to pattern indicated. Verify pattern is uninterupted through openings. PART 2 - PRODUCT B. Remove and replace glass &mirrors that are broken, chipped, cracked, or abraded D. Cut and fit tile tight to protrusions and vertical interruptions. Form corners neatly. interior and exteriors, exposed-to-view surfaces. Remove temporary protection 2.1 MATERIALS or that is damaged from natural causes, accidents, and vandalism, during P P Y and labels not required to remain. SECTION 08211 - FLUSH WOOD DOORS $ E. Work tile joints uniform in width, subject to variance in tolerance allowed in tile B. Clean all finishes free of dust, and other foreign substances,vacuum carpeted A. Steel Sections: ASTM A36. PART 1 - GENERAL construction period. size. Joints: Watertight, without voids, cracks, excess mortar, or grout. surfaces, scrub and mop hard surface floors, clean equipment,plumbing fixtures, B. Steel tubing: ASTM A500, Grade B. 1.1 SUMMARY F. Keep expansion/contraction joints free of mortar or grout. &1 ��� light fixtures, and lamps. Maintain work in a clean condition until Final C. Bolts,Nuts, and Washers: ASTM A307. A. Section Includes: G. Allow tile to set for a minimum of 48 hours prior to grouting. C.J� $h P Completion. D. Steel Pipe: Schedule 80. 1. Solid-core doors with wood-veneer faces. H. Grout tile joints. ~ MICHAEL JOHN �'-' C. GC to leave waste container until inspection for Substantial Completion or until all E. Channel Size: P1000 1000 Series channels as manufactured by Unistrut. B. Related Sections: I. Apply sealant to junction of tile and dissimilar materials and at juncture of GT WILKUS t•n equipment and merchandise has been unpacked whichever is later. F. Pipe Hanger: J1210 as manufactured by Unistrut. 1. Division 8 Section"Glazing"for glass view panels in flush wood doors. dissimilar planes. CG "1'5-3028 G. All materials hall be stamped and identifiable by manufacturer and part number 1.2 SUBMITTALS J. Prohibit traffic from floor finish for 3 days after installation. • • SECTION 02225- MINOR DEMO FOR REMODELING (where appropriate). Materials that appear damaged, distressed,unidentifiable or A. Product Data: For each type of door indicated. K. Adequately protect floors subject to foot and wheel traffic. tf) EDEN P AIRME.MN rusted shall not be used and will not be accepted. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each A. Scope: Include removal of designated partitions: building components, equipment 2.2 FABRICATION kind of door; construction details not covered in Product Data; location and extent SECTION 09512 -ACOUSTICAL TILE CEILINGS ��� and fixtures. B. Occupancy: conduct demolition work in manner that will minimize disruption of A. Verify dimensions on site prior to shop fabrication. of hardware blocking; and other pertinent data. PART 1 - GENERAL Owner's normal operations in portions of the building immediately adjacent to B. Fabricate items with joints tightly fitted and secured. PART 2- PRODUCTS 1.1 SUMMARY PROJECT NO.: ATF7153-12 Project area. Provide advance notice to Owner of activities that will affect Owner's C. Make exposed joints butt tight, flush and hairline. 2.1 VENEERED-FACED DOORS FOR TRANSPARENT FINISH A. This Section includes acoustical tiles and suspension systems for ceilings. DRAWN BY: KMB normal operations. Maintain protected egress and access at all times. D. Supply components required for anchorage of metal fabrications. Fabricate A. Interior Solid-Core Doors: 1.2 SUBMITTALS CHECKED BY: JMR C. Condition of Structures: Owner assumes no responsibility for actual condition of anchorage and related components of same material and finish as metal fabrication, 1. Grade: Premium, with Grade A faces. A. Product Data: For each type of product indicated. items or structures to be demolished. If unanticipated mechanical, electrical, or except where specifically noted otherwise. 2. Species: Maple 1.3 QUALITY ASSURANCE ISSUE: DATE: structural elements that conflict with intended function or design are encountered, 2.3 FINISH B. Glazing: A. Seismic Standard: Comply with the following: PERMIT SET 12-28-12 investigate and report to Owner and Architect in writing. Pending receipt of A. Clean,prepare, and shop prime structural steel members only in areas to be 1. Glazing: Factory install glazing in doors. Comply with applicable 1. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: directive from Owner, adjust demolition schedule as necessary to continue overall permanently exposed to public view. Do not prime surfaces to be galvanized, requirements in Division 8 Section"Glazing". Comply with ASTM E 580. job progress without undue delay. fireproofed, field welded or in contact with concrete or not exposed to view. PART 3 - EXECUTION 2. CISCA's Recommendations for Acoustical Ceilings: Comply with CISCA's D. If hazardous materials are encountered during demolition operations, comply with Verify extent with architectural documents. Provide dry film thickness of 2.0 3.1 INSTALLATION "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel applicable regulations laws and ordinances concerning removal,handling, and to 3.5 mils. A. Hardware: For installation, see Division 8 Section"Door Hardware." Ceilings - Seismic Zones 0-2." ' B. Surface preparation: After inspection and before shipping, clean all steel work to B. Installation Instructions: Install doors to comply with manufacturer's written 3. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with REVISION: DATE: protection against exposure or environmental pollution. E. Close openings in exterior surfaces to protect existing work and salvage items from receive finish painting in field. Finish coats shall be specified under provisions of instructions and the referenced quality standard, and as indicated. CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling weather and extremes of temperature and humidity. Section 09900. Assemblies-Seismic Zones 3 & 4." F. Erect and maintain dust-proof partitions and closures as required to prevent spread PART 3 - EXECUTION SECTION 08311 -ACCESS DOORS AND FRAMES PART 2 - PRODUCTS of dust or fumes to occupied portions of the building. 3.1 PREPARATION PART 1 - GENERAL 2.1 ACOUSTICAL TILE CEILINGS, GENERAL G. Where designated by Owner,remove,protect, and/or store existing salvaged A. Clean and strip site primed steel items to bare metal where site welding is 1.1 SUMMARY A. Acoustical Tile Standard: Comply with ASTM E 1264. materials and equipment to be reused or turned over to Owner. Reinstall items scheduled. A. This Section includes access doors and frames for walls and ceilings. B. Metal Suspension System Standard: Comply with ASTM C 635. designated by Drawings or Specifications to full operational condition. B. Make provisions for erection loads with temporary bracing. Keep work in 1.2 SUBMITTALS C. Attachment Devises: Size for five times the design load indicated in ASTM C 635, H. Remove and dispose of unsuitable material, debris, and abandoned items not alignment. A. Product Data: For each type of access door and frame indicated. Table 1, "Direct Hung."Unless otherwise indicated. Comply with seismic design marked for salvage. Disposal of all existing to-be-removed material or equipment 3.2 INSTALLATION 1.3 COORDINATION requirements. is the responsibility of the Contractor. A. Install items plumb and level, accurately fitted, free from distortion or defects. A. Verification: Determine specific locations and sizes for access doors needed to D. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire;ASTM A a B. Installation shall be accomplished by a fully trained installer authorized by the gain access to concealed plumbing,mechanical, or other concealed work. 641/A641M, Class 1 zinc coating, soft temper. I. Locate,identify, stub off, and disconnect utility services that are not indicated to remain. Provide bypass connections as necessary to maintain continuity of service manufacturer. PART 2 - PRODUCTS 1. Size: Select wire diameter so its stress at 3 times hanger design load(ASTM x to occupied areas of building. Provide advance notice to Owner if shut down of C. Anchor material firmly in place. Tighten all connections to their recommended 2.1 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS C 635,Table 1, "Direct Hung")will be less than yield stress of wire,but PROJECT LOCATION: torques. A. Manufacturers: Subject to compliance with requirements,provide products provide not less than 0.106-inch-(2.69mm-) diameter wire. • service is necessary. Work locations of disconnected utilities. Identify and indicate T I G A RD O R locations on Project Record Documents. appropriate to each type of installation. E. Seismic struts and seismic clips. 1 J. Maintain fire protection services during selective demolition operations. F. Metal Edge Moldings and Trim: Type and profile indicated or,if not indicated, m manufacturer's standard moldings for edges and penetrations that comply with 0 seismic design requirements; formed from sheet metal of same material, finish, and SHEET NUMBER / TITLE color as that used for exposed flanges of suspension system runners. Q. 0 2.2 ACOUSTICAL TILE AND SUSPENSION SYSTEM A. Products: Per Decor Schedule. •0 SPECIFICATIONS {, - - - PART 3 -EXECUTION PART 3 - EXECUTION SECTION 09772- FIBERGLASS REINFORCED WALL PANELS SECTION 10523-FIRE EXTINGUISHERS 3.1 INSTALLATION 3.1 PREPARATION PART 1 -GENERAL A. Comply with ASTM C 636 and seismic design requirements indicated,per A. Prepare substrates according to manufacturer's written instructions to ensure PART 1 -GENERAL manufacturer's written instructions and CISCA's"Ceiling Systems Handbook." adhesion of resilient products. 1.1 SUMMARY 1.1 SUMMARY B. Suspend ceiling hangers from buildings structural members,plumb and free from B. Concrete Substrates: Prepare according to ASTM F 710 A. Section Includes: Prefinished polyester glass reinforced plastic sheets and adhered A. Section includes portable,hand-carried fire extinguishers and mounting brackets e a. fa n Armin....u contact with insulation or other objects within ceiling plenum. Splay hangers only 1. V that substrates are and free of compounds,sealers, and to unfinished sum wallboard. for fire extinguishers. © � C bJ g P P Y Y 3' �Y cin g P 83� where required to miss obstructions; offset resulting horizontal forces by bracing, hardeners. 1.2 SUBMITTALS 1.2 SUBMITTALS counter-splaying,or other equally effective means. Where width of ducts and other 2. Remove substrate coatings and other substances that are incompatible with A. Product Data: Submit sufficient manufacturer's data to indicate compliance with A. Product Data: For each type of product indicated. construction within ceiling plenum produces hanger spacings that interfere with adhesives and that contain soap,was,oil, or silicone,using mechanical these specifications. 1.3 QUALITY ASSURANCE location of hangers,use trapezes or equivalent devises. When steel framing does methods recommended by manufacturer. Do not use solvents. 1.3 PROJECT CONDITIONS A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, not permit installation of hanger wires at spacing required,install carrying channels 3. Alkalinity and Adhesion Testing: Perform tests recommended by A. Environmental Limitations: Building are to be fully enclosed prior to installation "Portable Fire Extinguishers." or other supplemental support for attachment of hanger wires. manufacturer. Proceed with installation only after substrates pass testing. with sufficient heat(70°)and ventilation consistent with good working conditions B. Fire Extinguishers: Listed and labeled for type,rating,and classification by an 1. Do not support ceilings directly from permanent metal forms or floor deck; 4. Moisture Testing: Perform tests recommended by floor covering for finish work. independent testing agency acceptable to authorities having jurisdiction. PROJECT ADDRESS: anchor into concrete slabs. manufacturer. Proceed with installation only after substrates pass testing. B. During installation and for not less than 48 hours before,maintain an ambient PART 2 - PRODUCTS 2. Do not attach hangers to steel deck tabs or to steel roof deck. C. Fill cracks,holes,and depressions in substrates with trowelable leveling and temperature and relative humidity within limits required by type of adhesive used 2.1 PORTABLE,HAND-CARRIED FIRE EXTINGUISHERS 16200 SW PACIFIC HIGHWAY, C. Install edge moldings and trim of type indicated at perimeter of acoustical tile patching compound and remove bumps and ridges to produce a uniform and and recommendation of adhesive manufacturer. A. Fire Extinguishers: type,size,and capacity for each mounting bracket indicated. TIGARD, OR 97224 ceiling area and where necessary to conceal edges of acoustical tiles. Screw attach smooth substrate. 1. Provide ventilation to disperse fumes during application of adhesive as B. Multipurpose Dry-Chemical type 2A-10B:C. UL-rated nominal capacity,with SUITE A moldings to substrate at intervals not more than 16 inches(400 mm)o.c. and not D. Do not install floor until they are same temperature as space where they are to be recommended by the adhesive manufacturer. monoammonium phosphate-based dry chemical in manufacturer's standard more than 3 inches(75 mm) from ends,leveling with ceiling suspension system to installed. PART 2- PRODUCTS enameled container. a tolerance of 1/8 inch in 12 feet(3.2 mm in 3.6 m). Miter corners accurately and 1. Move resilient products and installation materials into spaces where they will 2.1 ACCEPTABLE MANUFACTURER 2.2 MOUNTING BRACKETS connect securely. be installed at least 48 hours in advance of installation. A. As indicated on Decor Schedule. A. Mounting Brackets: Manufacturer's standard steel, designed to secure fire D. Install suspension system runners so they are square and securely interlocked with E. Sweep and vacuum clean substrates to be covered by resilient products 2.2 ACCESSORIES extinguisher to wall or structure, of sizes required for types and capacities of fire one another. Remove and replace dented,bent,or kinked members. immediately before insta11Ation. A. Adhesive: Construction adhesives as recommended by manufacturer complying extinguishers indicated. E. Install acoustical tiles in coordination with suspension system and exposed 3.2 CLEANING AND PROTECTION with ASTM C 557. PART 3 - EXECUTION moldings and thin. Place splines or suspension system flanges into kerfed edges to A. Comply with manufacturer's written instructions for cleaning and protection of PART 3 -EXECUTION 3.1 INSTALLATION tile-to-tile joints are closed by double lap of material. floor. 3.1 PREPARATION A. Examine fire extinguishers for proper charging and tagging. B. Cover floor until Substantial Completion . A. Examine backup surfaces to determine that corners are plumb and straight,surfaces 1. Remove and replace damaged,defective,or undercharged fire extinguishers. SECTION 09645-ACTIVITY FLOOR are smooth,uniform,clean and free from foreign matter,nails countersunk,joints B. Install fire extinguishers and mounting brackets in locations indicated and in PART 1 - GENERAL SECTION 09681 - CARPET TILE and cracks filled flush and smooth with the adjourning surface. compliance with requirements of authorities having jurisdiction. 1.1 SUMMARY PART 1 -GENERAL B. Repair defects prior to installation. 1. Mounting Brackets: 54 inches(1372 mm)above finished floor to top of fire A. this Section includes the following: 1.1 SUMMARY 1. Level wall surfaces to panel manufacturer's requirements. Remove extinguisher. 1. Engineered-wood strip flooring for commercial application. A. This Section includes installation of modular carpet tile. protrusions and fill indentations. C. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb,at 1.2 SUBMITTALS 1.2 SUBMITTALS 3.2 INSTALLATION location indicated. , A. Product Data: For each type of product indicated. A. Product Data: for each product indicated. A. Comply with manufacturer's recommended procedures and installation sequence. 1.3 QUALITY ASSURANCE 1.3 DELIVERY,STORAGE,AND HANDLING 3.3 CLEANING SECTION 10801 -TOILET AND BATH ACCESSORIES A. Installer Qualifications: An experienced installer who has completed wood A. Comply with CRI 104,Section 5,"Storage and Handling." A. Remove excess sealant from panels and moldings. Wipe panel down using a damp PART 1 -GENERAL flooring similar in material,design,and extent to that indicated for this Project and 1.4 PROJECT CONDITIONS cloth and mild soap solution or cleaner. 1.1 SUMMARY whose work has resulted in wood flooring installations with a record of successful A. Comply with CRI 104,Section 7.2,"Site Conditions;Temperature and Humidity" B. Refer to manufacturer's specific cleaning recommendations. Do not use abrasive A. This Section includes the following: in-service performance. and Section 7.12,"Ventilation". cleaners. 1. Public-use washroom accessories. 1.4 PROJECT CONDITIONS B. Environmental Limitations: Do not install carpet tiles until wet work in spaces is 2. Public-use shower room accessories. A. Conditioning: Maintain relative humidity planned for building occupants and an complete and dry,and ambient temperature and humidity conditions are maintained SECTION 09900- PAINTING 3. Warm-air dryers. ambient temperature between 55 and 85 Degrees F or within 15 Degrees F of at the levels indicated for project when occupied for its intended use. PART 1 - GENERAL 4. Under-lavatory guards. normal operating temperature and relative humidity between 30 and 60 percent in C. Do not install carpet tiles over concrete slabs until slabs have cured and are 1.1 WORK INCLUDED 1.2 SUBMITTALS spaces to receive wood flooring for at least seven days before installation,during sufficiently dry to bond with adhesive and concrete slabs have pH range A. Surface preparation. A. Product Data: For each type of product indicated. installation,and for at least seven days after installation. After post-installation recommended by carpet tile manufacturer. B. Field application of paints,stains,varnishes,and other coatings. PART 2 -PRODUCTS period,maintain relative humidity and ambient temperature within the ranges PART 2 -PRODUCTS PART 2 -PROUDUCTS 2.1 PUBLIC-USE WASHROOM ACCESSORIES indicated above. 2.1 CARPET TILE-As indicated on Decor Schedule 2.1 PRODUCT A. Basis for design product: The design for accessories is based on product indicated. 1. Close spaces to traffic during flooring installation and for time period after 2.2 INSTALLATION ACCESSORIES A. As indicted on Decor Schedule. Subject to compliance with requirements. Provide the named product or a installation recommended in writing by flooring and finish manufacturers. A. Trowelable Leveling and Patching Compounds: Latex-modified, PART 3 - EXECUTION comparable product. B. Surface of the subfloor shall be level to 1/8inch(3-mm)deviation in any direction hydraulic-cement-based formulation provided or recommended by carpet tile 3.1 PREPARATION 1. Bobrick Washroom Equipment, Inc. when checked with an 8-foot(2.44-m)straight edge radius. manufacturer. A. Surfaces: Correct defects and clean surfaces which affect work of this Section. B. Toilet Tissue(Roll)Dispenser B-2740 C. Concrete Subfloor Moisture Content for Engineered Wood Strip Flooring: B. Adhesives: Water-resistant,mildew-resistant,non-staining,pressure-sensitive type Remove or repair existing coating that exhibit surface defects. C. Paper Towel(Folded)Dispenser B-262 1. Standard installation shall contain no more than 3 lb of water/1000 sq. ft. to suit products and subfloor conditions indicated,that complies with flammability B. Marks: Seal with shellac those which may bleed through surface finishes. D. Liquid-Soap dispenser B-2112 (0.91 kg of water/92.9 sq.m)in 24 hours. requirements for installed carpet tile and is recommended by carpet tile C. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium E. Grab Bar B-6806 D. Install factory-finished wood flooring after other finishing operations,including manufacturer for releasable installation. phosphate and bleach. Rinse with clean water and allow surface to dry completely. F. Mirror Unit B-290-2536/B-290-2472 painting,have been completed. PART 3 - EXECUTION D. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by G. Toiletry Shelf B-296 x 1 PART 2 -PRODUCTS 3.1 INSTALLATION steam or high pressure water. Remove oxidation with acid etch and solvent H. Robe Hook: B-6707 2.1 ENGINEERED WOOD STRIP FLOORING A. General: Comply with CRI 104,Section 14, "Carpet Modules,"and with carpet washing. Apply etching primer immediately following cleaning. I. Towel Bar: B-530-24 A. Basis for Design Product: If required the design of engineered wood strip flooring tile manufacturer's written installation instructions. E. Gypsum board Surfaces: Fill minor defects with filler compound. Spot prime J. Shower Curtain Rod: B-6107 is based on product indicated. Subject to compliance with requirements. Provide defects after repair. K. Shower Curtain: 204 Series with Curtain Hooks the named product or comparable product. SECTION 09720 -WALL COVERINGS/GRAPHIC WALL F. Galvanized Surfaces: Remove surface contamination and oils and wash with L. Folding Shower Seat: B-5181 1. Kahrs International-Original Collection PART 1 -GENERAL solvent. Apply coat of etching type primer. M. Two Wall Shower Grab Bar: B-6861 2. Wood species finish Oak Mocha 1.1 SUMMARY G. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: 2.2 SHOWER SHELF 2.2 UNDERLAYMENTS A. This Section includes the following: Remove dirt,loose mortar,scale,powder,and other foreign matter. Remove A. Available Manufacturers: Subject to compliance with requirements,manufacturers A. For floating installation: 1. Vinyl wall covering and graphic wall installation. oil and grease with a solution of tri-sodium phosphate,rinse well and allow to offering products that may be incorporated into the work include,but are not 1. Vapor retarder complying with ASTM D 4397,polyethylene sheet not less 1.2 SUBMITTALS thoroughly dry. Remove stains caused by weathering of corroding metals limited to,the following: than 6.0 mils (0.15 mm)thick. A. Product Data: For each type of product indicated. with a solution of sodium metasilicate after thoroughly wetting with water. 1. InterDesign Easy Lock Pro L-Shaped Corner Basket,Stainless Steel Model PART 3 - EXECUTION PART 2-PRODUCTS Allow to dry. 44220 3.1 EXAMINATION 2.1 MANUFACTURERS: As indicated on Decor Schedule H. Plaster Surfaces: Fill hairline cracks,small holes, and imperfections on 2.3 WARM-AIR DRYERS- If Required 2.2 ACCESSORIES plaster surfaces with patching plaster. Make smooth and flush with adjacent A. Available Manufacturers: Subject to compliance with requirements,manufacturers A. Examine substrates, areas,and conditions,with installer present,for compliance P P g P adjacent Subject P q A. Adhesive Wallcovering: Mildew-resistant,nonstaining adhesive,for use with specific wall sees. Wash and neutralize alkali surfaces. offering products that may be incorporated into the work include,but are not with requirements for maximum moisture content,installation tolerances,and other covering and substrate application,as recommended in writing by wall-covering � Y o� conditions affecting performance of work. manufacturer. I. Uncoated Steel and Iron Surfaces: Remove grease,mill scale,weld splatter,dirt, limited to,the following: 3.2 PREPARATION and rust. Where heavy coatings of scale are evident,remove by wire brushing or 1. World Dryer Corporation Model A. B. Adhesive Graphic Wall: .Roman Pro 555 Vmyl over Vinyl adhesive. Roman Pro 838 Michael J Wilkie,AIA A. Prepare substrates according to manufacturer's written recommendation to ensure Heavy Virryl adhesive. sandblasting: clean by washing with solvent. Apply a treatment of phosphoric acid 2.4 UNDER-LAVATORY GUARDS 11487 Valley View Road adhesion of wood flooring products. C. Primer: Sherwin Williams Pre-Wallcovering Mildew-resistant primer. solution,ensuring weld joints,bolts,and nuts are similarly cleaned. Spot prime A. Under-lavatory Guard: Provide at all lavatories drainage piping. Eden Prairie,Mn 55944 3.3 INSTALLATION PART 3 -EXECUTION paint after repairs. PART 3 -EXECUTION - p.952-941-8660 A. General: Comply with flooring manufacturer's written instructions,as applicable 3.1 PREPARATION-WALLCOVERING J. Unprimed Steel Surfaces: Clean by washing with solvent. Apply a treatment of 3.1 INSTALLATION f.952-941-2755 to flooring type. A. Prepare substrates to achieve a smooth,dry,clean,structurally sound surface free of phosphoric acid solution,ensuring weld joints,bolts and nuts are similarly cleaned. A. Install accessories according to manufacturer's written instructions,using fasteners info@wwiikusarch.com CLEANING AND PROTECTION flaking,unsound coatings,cracks,and defects. Prime surfaces to indicate defects,if any. Paint after defects have been remedied. appropriate to substrate indicated and recommended by unit manufacturer. Install www.wiiku»arch.com 1. Moisture Content: Maximum of 5 percent on new plaster, concrete,and concrete K. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. units level,plumb,and firmly anchored in locations and at heights indicated. B. Perform the following operations immediately after completing resilient product P P P� �P � Y � installation: masonry units when tested with an electronic moisture meter. Feather edges to make touch-up patches inconspicuous. Clean surfaces with 2.1. Remove adhesive and other blemishes from exposed surfaces. 2. Gypsum board: Prime with primer recommended bywall-covering manufacturer. solvent. Prime bare steel surfaces. V 2. Sweep and vacuum surfaces thoroughly. 3. Check painted surfaces for pigment bleeding. Sand gloss,semi-gloss,and eggshell Vt/12'c�6' finishes with fine sandpaper. L. Interior Wood Items Scheduled to Receive Paint finish: Wipe off dust and grit C. Protect wood flooring products from mars,marks,indentations,and other damage prior to priming. Seal knots,pitch streaks,and sappy sections with sealer. Fill nail cb B. Remove hardware and hardware accessories, electrical plates and covers,light fixture holes and cracks after primer has dried; sand between coats. Back prime interior MICHAEL JOHN Ip from construction operations and placement of equipment and fixtures during trims and similar items. d' WILKUS remainder of construction period. Use protection methods recommended in writing C. Acclimatize wall-covering materials by removing them from packaging in the installation woodwork. by manufacturer. areas not less than 24 hours before installation. M. Interior Wood Items Scheduled to Receive Transparent finish: Wipe off dust and • 3028 • 3.2 INSTALLATION-WALLCOVERING grit prior to priming. Seal knots,pitch streaks,and sappy sections with sealer. Fill ti EDEçj,MN # SECTION 09651 - RESILIENT FLOOR&ACCESSORIES A. Cut wall-covering strips in roll number sequence. Change roll numbers at partition breaks nail holes and cracks after sealer has dried)sand lightly between coats. PART 1 -GENERAL and corners. N. Metal Doors Scheduled for Painting: Prime metal door top and bottom edge ,9P t 1.1 SUMMARY B. Install strips in same order as cut from roll. surfaces. A. Section Includes: C. Install wall covering with no gaps or overlaps,no lifted or curling edges, and no visible 3.2 APPLICATION 1. Vinyl plank flooring shrinkage. A. Apply products in accordance with manufacturer's instructions as specified,and as PROJECT NO.: A77153-12 2. Rubber sheet flooring D. Install seams vertical and plumb at least 6 inches(150 mm)from outside corners and from recommended by the manufacturer. DRAWN BY: KMB 3. Vinyl composition floor tile inside corners unless a change of pattern or color exists at corner. No horizontal seams are 3.3 SCHEDULE -INTERIOR permitted. A. Wood-Transparent: filler coat(for open grained wood only)with one coat of CHECKED BY: JMR 4. Resilient base E. Fully bond wall covering to substrate. Remove air bubbles,wrinkles,blisters,and other ransp ( P 8 Y) 1.2 SUBMITTALS alkyd-based stain, one coat of clear sanding sealer and two finish coats of ISSUE: DATE: A. Product Data: For each type of product indicated. defects. alkyd-based or polyurethane satin varnish. 1.3 PROJECT CONDITIONS F. Trim edges and seams for color unifornuity,pattern match,and tight closure. Butt seams B. Steel-Unprimed: One coat of rust-inhibitive,alkyd-based or epoxy-metal primer PERMIT SET 1 z-2s-12 without any overlay or spacing between strips. A. Maintain ambient temperatures within range recommended by manufacturer in 3.3 PREPARATION/INSTALLATION-GRAPHIC WALL with two finish coats of interior odorless,semi-gloss alkyd enamel. spaces to receive floor tile. C. Steel- Primed: Touch-up of shop primer and two finish coats of interior odorless, B. Until Substantial Completion,maintain ambient temperatures within range A. Prime gypsum board with pre-wall covering primer. semi-gloss alkyd enamel. recommended by manufacturer. B. 1 coat Roman Pro 555 at edges,2" minimum coverage,allow to dry. D. Steel-Galvanized: One coat galvanized metal primer with two finish coats of C. Close spaces to traffic during floor installation. C. Provide 2nd coat of Roman Pro 555 to edges the remaining portion of the wall 1 coat interior odorless,semi-gloss alkyd enamel. REVISION: DATE: D. Close spaces to traffic for 48 hours after floor installation. Roman Pro 838 and apply graphics. E. Aluminum -Mill Finish: One coat rust-inhibitive,acrylic-or alkyd-based,metal E. Install floor after other finishing operations,including painting,have been D. After 48 hours cover graphic with Sherwin Williams Waterborne Polyurethane Varnish primer with two coats of interior semi-gloss acrylic-latex enamel. completed. Satin. F. Plaster and Gypsum Board: One coat of latex-based,interior primer with two PART 2 -PRODUCTS E. finish coats of acrylic-latex interior paint; flat finish at ceiling and soffit 2.1 PRODUCT DATA: As indicated on Decor Schedule. applications, and eggshell finish at wall applications. 2.2 INSTALLATION MATERIALS 3.4 OTHERS A. Trowelable Leveling and Patching Compounds: Latex-modified,Portland cement A. Painting of all wall surfaces to be completed prior to the installation of any wall based or blended hydraulic-cement-based formulation provided or approved by trim or paneling. manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit floor and substrate conditions indicated. g PROJECT LOCATION: TIGARD, OR J W x Ii S SHEET NUMBER / TITLE 0 re- a A8.1 SPECIFICATIONS .