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Plans BU P2008-00141 MACY' S 9300 SW WASHINGTON SQUARE RD City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 May 12, 2008 �I • • 4!,, A 5�7 RE: TENANT IMPROVEMENT fl� �� Project Information Permit: BUP2008-00141 Construction Type: 2B Address: 9300 SW Washington Sq. Occupancy Type: M Area: 245,000 Sq. Ft. Stories: 2 Name: Macy's Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition and the 2007 Oregon State Fire Code 1) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 2) All improvements made to the building shall be inspected prior to covering. 3) Make approved set of plans available for all inspections. 4) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 'A hours of illumination in case of primary power loss. Sec. 1006.3 FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectful) , _ ,,, ‘'') jk--tokv.7,-.,....- Dan Nelson Senior Plans Examiner (503) 718-2436 dann @tigard-or.gov , VICINITY MAP GENERAL NOTES SCOPE AND COORDINATION VERIFY AND COORDINATE ALL DRAWINGS, DIMENSIONS, SPECIFICATIONS, AND SCHEDULES PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. EC CV WHERE NOTES OR SYMBOLS INDICATE A CONDITION, WHETHER INDICATED AS4� likrir c n Y,-,2,'.- ‘,--7,,jir) macys" Inc . a . TYPICAL OR NOT, THE REFERENCE APPLIES TO ALL SIMILAR CONDITIONS. rRj PROVIDE REPETITIVE FEATURES, NOT FULLY SHOWN OR NOTED, AS IF DRAWN ; � ,.,.a °. ; fir. IN FULL. �+� �,� ��r • ALL MATERIALS ARE NEW UNLESS OTHERWISE INDICATED. 0 co 0 COORDINATE THE INSTALLATION OF ALL OWNER SUPPLIED ITEMS AND 1 PROVIDE MECHANICAL AND ELECTRICAL CONNECTIONS. MAINTAINING DRAWINGS OF AS-BUILT CONDITIONS FOR REVISIONS TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLERS, AND PARTITIONS. SPACE j DIMENSIONS macys" Inc Store Planning • Architecture Construction • Engineering �%,• DIMENSIONS ARE TO FACE OF STUDS FOR NEW WALLS, FACE OF FINISHED 7 West 7th Street • y41 I SURFACE FOR EXISTING WALLS, FACE OF MASONRY OR CONCRETE, AND TO I Cncinnati3OH45202 e��,o •.� � THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. ALL VERTICAL DIMENSIONS ARE FROM THE TOP OF SLAB, UNLESS AS \ GTO \ SC) ..., AR i I OTHERWISE NOTED, . ( VERIFY ALL DIMENSIONS AND BRING DISCREPANCIES TO THE ATTENTION THE . ARCHITECT. `�-- DO NOT SCALE DRAWINGS. VERIFY ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE FURNISHED ` iL.111 AND/OR INSTALLED BY CONTRACTOR, OWNER, OR OTHERS. i/ /" Pr GTO � I�!��111 � �, GENERAL CONSTRUCTION _- , i) RUN PARTITIONS FULL HEIGHT TO STRUCTURE ABOVE, UNLESS SHOWN OR , CHITECT NOTED 0 T H E R W I S E. ARCHITECTURE/PLANNING/INTERIORS n I FIRE-STOP ALL FIRE-RATED PARTITIONS AT STRUCTURE TO MAINTAIN FIRE 911 WESTERN AVENUE SUITE 565 TELEPHONE 20 SEATTLE,622-8443 98104-1031 FAX 3206 622-8031 e' \ �----~ RATING OF THE PARTITION, EMAIL WPACWPOLK.COM �� PROVIDE SAME FINISH FOR COLUMNS THAT OCCUR IN ROOMS SCHEDULED TO BE FINISHED AS REQUIRED FOR THE ROOM, UNLESS NOTED OTHERWISE. N, LEHMANS 5 I IiEt I c�� CHAMFER EXTERNAL CORNERS OF EXPOSED CONCRETE COLUMNS, PILASTERS, BEAMS, AND WALLS EXCEPT WHERE FLUSH WALLS ABUT AND LEGAL ION 1 1 A .. , • WHERE SURFACES ARE TO BE OTHERWISE FINISHED. i 26 2 35 3. LOT N0.16 CONCEALED CONSTRUCTION TAX MAP/PARCEL NO. 1 S 126CB-500 �� `�� STREET PROVIDE I COORDINATE BLOCKING, SUPPORTS, BRACING, ETC. REQUIRED FOR T WALL HUNG OR WALL MOUNTED ITEMS OR EQUIPMENT. ,. COORDINATE BLOCKING SIZE AND LOCATION WITH MANUFACTURER'S s 27 26 /� / RECOMMENDATIONS. 34 ` - F,q/,� / PROVIDE MISCELLANEOUS METALS REQUIRED FOR BRACING. .� C7 yT°4 '� PROVIDE FIRE-RETARDENT TREATED WOOD OR PLYWOOD WHERE USED AS C� n Tj°'�9 ! CONCEALED BLOCKING AND SHIMS.Ei 0 ;_tj ° 4��r� CONCEAL CONDUITS, DUCTS, ETC. IN NEW CONSTRUCTION TO THE EXTENT OD 7 "' y%y /, POSSIBLE. ' II.KILK(A / Q ) ° COORDINATION OF MECHANICAL ik-1,1,y, / ECHANICAL AND ELECTRICAL INSTALLATION z _ PROVIDE CONCRETE PADS, CURBS, AND BASES FOR MECHANICAL AND ' -o ELECTRICAL EQUIPMENT AND RELATED PIPING AND CONDUITS.i of Ot° PROVIDE 6 HIGH CONCRETE HOUSEKEEPING BASE FOR ALL ELECTRICAL re,,, /74 - - PANELS AND SWITCHBOARDS WHERE CONDUIT IS STUBBED THROUGH THE Nwitmenuo 10 / FLOOR. r„,„, rm, 0° � PLACE NO MAINS, PIPING, CONDUIT, OR OBSTRUCTIONS OF ANY KIND WHICH o Ni 0 ;:, IMPAIR GIVEN OR CODE REQUIRED CEILING HEIGHTS AND CLEARANCES. O I FRAME DUCT OPENINGS IN STUD WALLS TO ALLOW NOT MORE THAN ?" _ CLEARANCE BETWEEN DUCT AND FRAME. INSTALL VERTICAL PIPING TO ENSURE PIPES ARE CONCEALED IN FURRING SHOWN OR DIMENSIONED. DEMOLITION, CLEANING, AND SAFETY PROVIDE FOR SAFETY AND SECURITY OF THE WORK AREA. REMOVE ALL TRASH AND DEBRIS DAILY AND DISPOSE LEGALLY. MAINTAIN CLEAR ACCESS TO FIRE STAIRS AND EXITS. RUN ELECTRICAL CORDS OVERHEAD OR SECURELY TAPED DOWN WHEN CROSSING CUSTOMER OR EMPLOYEE PASSAGEWAYS. SEAL OFF WORK AREA TO MINIMIZE THE SPREAD OF DUST. WHERE ITEMS ARE SHOWN TO BE REMOVED, INCLUDE ALL COMPONENTS OF ABBREVIATIONS THE ITEM. PATCH AND REPAIR TO MATCH ADJACENT SURFACES. SCHEDULE WORK TO AVOID INCONVENIENCE TO OCCUPANTS. CODE DATA DRAWING INDEX A. ALIGN INST. INSTALL SUSP: SUSPENDED SECURITY PROJECT TYPE: TENANT IMPROVEMENT ARCHITECTURAL -- A.C.T. ACOUSTICAL TILE INSUL. INSULATION S.W. SOLID WOOD CONTACT STORE SECURITY OFFICE FOR STORE SECURITY POLICIES DURING ADJ. ADJUSTABLE AREA OF IMPROVEMENT: SEE PLANS A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR T. TABLE HOURS OF WORK AND PROCEDURES FOR BEGINNING AND ENDING THE WORK SHEET NO TITLE ALT. ALTERNATE J.BOX JUNCTION BOX TD. TREAD DAY. CONSTRUCTION TYPE: TYPE II B SPRINKLERED A0.0 COVER SHEET • ALUM. ALUMINUM J.C. JANITOR'S CLOSET TEL. TELEPHONE A0.1 ALUM. APPROXIMATE LUMINU KIT. KITCHEN TEX. TEXTURED ALL PERSONAL PROPERTY TOOL BOXES, LUNCH BOXES, ETC. ARE OCCUPANCY: M SECOND FLOOR EGRESS PLAN ARCH. ARCHITECTURAL/ARCHITECT L. LEFT HANDED LEAF TH. THICK OR THICKNESS SUBJECT TO INSPECTION BY STORE LOSS PREVENTION PERSONNEL. A1.0 SECOND FLOOR DEMOLITION PLAN BD. BOARD LAM, LAMINATED T.H.R. TRIPLE HANG ROD COORDINATE MOVING OF VIDEO EQUIPMENT, CAMERA WIRING, MOTION OCCUPANCY LOAD: SECOND FLOOR SALES AREA A1.1 SECOND FLOOR FLOOR AND SCHEDULE PLAN BET. BETWEEN LAV. LAVATORY T.M. TRIPLE MIRROR DETECTORS, ALARM PANELS, AND FIRE DEVICES WITH LOSS PREVENTION 112,970.6 SQUARE FEET/60= 1883 OCCUPANTS B.H.C. BELOW HUNG CEILING LIN. LINEAR T.O. TRIMMED OPENING MANAGER. SECOND FLOOR STOCK ROOM AREA A1.2 SECOND FLOOR REFLECTED CEILING PLAN BLDG. BUILDING L.R. LEFT HAND REVERSE LEAF TYP. TYPICAL 28,859 SQUARE FEET/300= 96 OCCUPANTS A5.1 DETAILS BLKG. BLOCKING L/R LEFT & RIGHT HANDED LEAF U.L. UNDERWRITERS LABORATORIES IDENTIFICATION BADGES MUST BE WORN BY ALL PERSONNEL. AS.o CONSTRUCTION SPECIFICATIONS BOT, BOTTOM L/R R. LEFT & RIGHT HANDED REVERSE UNF. UNFINISHED ENTER ONLY THROUGH THE DESIGNATED EMPLOYEE ENTRANCE. BUILDING AREA 245,000 SF B.S. BOTH SIDES LTG. LIGHTING U.O.N. UNLESS OTHERWISE NOTED BSMT, BASEMENT MACH. MACHINE VAL. VALANCE WORK PLACE EGRESS WIDTH PER OCCUPANT: .15" (SPRINKLER) B.W. BOTI- WAYS MAT'L. MATERIAL V.A.T. VINYL ASBESTOS TILE NO RADIOS ARE PERMITTED. �. CABT. CABINET MAX. MAXIMUM V.B. VINYL TILE STAIRWAY WIDTH REQUIRED 1316 OCCUPANTS X .2 (SPRINKLED) = 263.2 MECH. MECHANICAL V.M. VISUAL MERCHANDISE NO SMOKING IN THE BUILDING. STAIRWAY WIDTH PROVIDED ELECTRICAL C.H. CEILING HEIGHT MERCH. MERCHANDISE W/ WITH 309 CHRM. CHROME NO PROFANITY, VULGARITY, OR OBSCENE GESTURES. DOOR WIDTH REQUIRED: CLG. CEILING MIN. MINIMUM WP. WATERPROOF 658 OCCUPANTS X .15 = 98.7" SHEET NO TITLE DOOR WIDTH PROVIDED: CLO. CLOSET MISC. MISCELLANEOUS 384" CLR. CLEAR MLDG. MOULDING TAX LOT NO COL. COLUMN M.P. MIRROR POLISHED — CONSTR.CONSTRUCTION M.P.S.S. MIRROR POLISHED STAINLESS STEEL LOT NO. 16 CONT. CONTINUOUS MTD. MOUNTED TAX MAP/PARCEL NO. 1 S 126CB-500 — COV'D. COVERED N.F.W. NATURAL FINISHED WOOD CPT. CARPET N.H.C. NO HUNG CEILING C.R. CASH REGISTER STAND N.I.C. NOT IN CONTRACT CSK. COUNTERSUNK NO. NUMBER C.T. CERAMIC TILE N.T.S. NOT TO SCALE O.A. OVER ALL C.W. CURTAIN WALL O,C. ON CENTER D.A. DOUBLE ACTING OFF. OFFICE DET. DETAIL OPG. OPENING D.F. DRINKING FOUNTAIN OPP. OPPOSITE • D.H.R. DOUBLE HANG ROD P. PAINT DIA. DIAMETER PART. PARTITION — DIM. DIMENSION P.C. PAINTING CONTRACTOR DISP. DISPLAY PERIM. PERIMETER DWG. DRAWING P.F.C. PERIMETER FIXTURE CONTRACTOR DWR. DRAWER PL. PLATE SYMBOLS PROJECT E.C. ELECTRICAL CONTRACTOR PLATF. PLATFORM E.C. ELECTRICAL CONTRACTOR PLEXI. PLEXIGLASS EIFS EXTERIOR INSULATION FINISH SYSTEM PLYWD. PLYWOOD W 12345 ELEVATION OWNER: STORE PLANNERS: ELEV. ELEVATION ,�,, ELEVATION N0. — MACY'S CORPORATION MSA PLANNING & DESIGN CONSULTANTS, INC. ~�� E.P. END PANEL POL. POLISHED d :-'�;�j,; CEILING PROFILE THIRD & PINE 2ND FLOOR 612 HOWARD STREET, SUITE 300 ` E POL. PL. POLISHED PLATE A4.1 N 2 NUMBER / SEATTLE, WA 98181 SAN FRANCISCO, CA 94105 PERMIT/BID ISSUE 4/28/08 Q EQUAL PROMO. PROMOTIONAL E.W.C. ELECTRICAL WATER COOLER PAGE NO. ±14 FLOOR ELEVATION CONTACT: TOM HOWARD CONTACT: SUSAN MUKAEDA NO. REVISIONS DATE EXT. EXTERIOR P.S. PERSONAL SHOPPER E 236 506-7738 415-541-0977 P.T. PRESSURE TREATED FAB. FABRIC PTN.C. PARTITION CONTRACTOR TELEPHONE ARCHITECT: STORE F.C. FIXTURE CONTRACTOR R. RIGHT HANDED LEAF ►, WALL SECTION NO. CEILING HEIGHT ' WILLIAM POLK ASSOCIATES FIN. FINISH RAD. RADIUS ,� / 911 WESTERN AVE. SUITE 565 •* +11 -0 AFF A DRAWING KEY NOTES . FINISHED FLOOR RD, ROUND A-1 SEATTLE, WA 98104 crimp TIGA macyy Inc FIXT. FIXTURE RECT. RECTANGULAR K PAGE NO. & CEILING TYPE I I I I I I CONTACT: KENNETH GROOMS FL.C. FLOORING CONTRACTOR REQ'D. REQUIRED I I I I I _ I RIGID INSULATION 206 622-8443 EXT. 108 WASHINGTON SQUARE Condiiimily FLUOR, FLUORESCENT RET. RETURN 1111111111111111 Fol C I 9300 SW WASHINGTON SQ. RD. BUILDING SECTION NO. REVISION CLOUD ELECTRICAL ENGINEER: „ ,,, F TIGARD, OR. - 97223 FN. FURNITURE REV. REVISION DENOTES i► ,.-, FOIC FURNITURE BY OWNER, Ci BATT INSULATION INTERFACE ENGINEERS ' nni! `REVD. REVISED TYPE OF FINISH /till►till t ` "'r '"� 12020 113 TH AVENUE N.E. ,,,, �,; L. ' :..j►� 0 INSTALL BY CONTRACTOR R.R. RIGHT HAND REVERSE LEAF A-1 KIRKLAND, WA 98034 IIi •' " � `` PROJECT NO. 0$001 PAGE N F.RM. FITTING ROOM RK. RACK CONTACT: JEREMY DOW F.S. FULL SIZE SAT. SATIN 425-820-1542 DATE 04/08/08 REVISION DRAWN BY F.S.D. FULL SCALE DRAWING S.C. SHOWCASE SECTION OR DETAIL NO. STEEL DMM FT. FEET S.C.W. SOLID CORE WOOD NO WORK IN REFERENCE NUMBER / MECHANICAL ENGINEER: GA. GAUGE SECT. SECTION A-1 / THIS AREA INTERFACE ENGINEERS CHECKED BY wp S.F. SELLING FLOOR PAGE NO. 12020 113 TH AVENUE N.E. OFFICE SCALE AS NOTED GALV. GALVANIZED ��rr COPY r KIRKLAND, WA 98034 ri 1. PY G.C. GENERAL CONTRACTOR S.H. SHELF � ! /� /11/ CONTACT: PEREGRIN JONES G.N. GARMENT HANGER S.H.R. SINGLE HANG ROD = DEMO WALL rf J PLYWOOD EXIT DENOTES EXIT SIGN , �; �/ , , 425-820-1542 SHEET TITLE GL. GLASS SHT. SHEET 1 DRAWING DETAIL NO. GL.C. GLASS CONTRACTOR SK. STOCK GYP.BD. GYPSUM BOARD SL.DR. SLIDING DOOR NEW INTERIOR WALL COVER SHEET H.C. HUNG CEILING S.M. STEEL MESH // GLASS HDW. HARDWARE S.R.C. STOCK ROOM CONTRACTOR A WALL TYPE NUMBER HDWD. HARDWOOD S.S. SERVICE SINK H.G.C.L. HIGH GLOSS COLOR LACQUER STD. STANDARD EXISTING WALL I- CLASS ABC MULTI-PURPOSE MOUNTED TO WALL BRACKET STRUCT. STRUCTURAL LIST H.M. HOLLOW METAL ST.STL, STAINLESS STEEL TO REMAIN ABC FURNISHED AND INSTALLED BY G.C. HORIZ. HORIZONTAL H.R. HANG ROD (1) SPRINKLER AND SYSTEM H. .D. HALF SCALE DRAWING SHEET NO. HT. HEIGHT (2) ELECTRICAL SYSTEM (3) HVAC SYSTEM A0. 0 , . , . , ' 0 B C C F G N -i Er EP L"J I Y I I I--r=1-0=an 0 J--- ew I MECH SHAFT ��/// J�`\\�J//' ri t t f r I , ( n 1 ` I I ® , ( rI I I � t I . 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I I I I I I I EGRESS PATH LENGTH 184 FEET •� ♦♦♦ I I �M ___ — . 1 ' ® ' ® 1 I 1 ♦♦ I 1 ■-11,— "Fr I =7 i _ el ___L —9:1--- —1-11— r:.•.1 —EP -11 I " it - • , f(d_.4 I I I I I I 1 1 j I 1 I II _ I 1 I I I r-....- ,\ �� ` I I 1 I ® I 1 I 1 I Th III P i 17" �� ,.:a 1 - 9 0 I I I I 1 I 1 I I , _ 1 1 I I I 1 1 1 1 I 1 I I \\\\ 1 ; I 1 1 I 1 i I 1 i I., CD B cb 0 F G H J K o OM 091 O..) EGRESS PLAN SCALE: 1/16" = 1'-0" PERMIT/BID ISSUE 4/28/08 NO. REVISIONS DATE STORE macy Inc WASHINGTON SQUARE 9300 SW WASHINGTON SQ. RD. TIGARD, OR. - 97223 PROJECT NO. 08001 DATE 04/08/08 DRAWN BY RRP CHECKED BY WP SCALE 1/16" = 1,_p„ SHEET TITLE LEGEND SECOND FLOOR (� FIRE EXTINGUISHER NEW EGRESS PLAN `U' 75' RADIUS MAX OVERLAP 150' APART MAX ■■••••■•••••••••••• 250 FEET OF TRAVEL FROM EXIT MAX SHEET NO. EXIT EMERGENCY EXIT SIGNAGE AO. 1 a4 E 0 0 0 F • 0 • 0 e 0 • 0 C.) 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REVISIONS DATE STORE DOOR TYPE WALL TYPE SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" v rnacy IflC WASHINGTON SQUARE SIZE FRAME DETAILS SECOND FLOOR DOOR & 9300 SW WASHINGTON SQ. RD. DOOR NO. OF LEFT RIGHT FRAME HARDWARE TIGARD, OR. - 97223 NO LOCATION TYPE MAT. DOORS WIDTH HEIGHT THICK GLASS MAT. SIZE HEAD JAMB JAMB THRESH LABELS SET REMARKS PROJECT NO. 08001 1 NEW CORRIDOR B HM 2 PAIR - 3'-O" 7'-0" X - HM - - - - - 1 HR. #1 - DATE 04/08/08 LEGEND GENERAL DOOR NOTES DRAWN BY RRP AL. - ALUMINUM 1. CONFIRM CONTACT LOCATIONS WITH ADT SECURITY SERVICES. 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I I I a 1.rillIAR WA i'"4 FP—a,141 I uii1 I I I I = y , . _ It 0 ____,7 ® i' . I"I I. 1 r ■ .-2a / - I I I I I I I I I _,, o______ O = © r c a ID 0 lb 0 0 © D _____ _____ REFLECTED CIELING PLAN ____ SCALE; 1/16" = V-0" PERMIT/BID ISSUE 4/28/08 NO. REVISIONS DATE STORE * macy s inc WASHINGTON SQUARE 9300 SW WASHINGTON SQ. RD. TIGARD, OR. - 97223 PROJECT NO. 8001 DATE 04/09/08 DRAWN BY RRP CHECKED BY WP SCALE 1/16" =1'-0" SHEET TITLE REFLECTED CEILING LEGEND PLAN ,e3 4> REPAIR CEILING ►� i 0 HVAC EXISTING LIGHT EXISTING SHEET NO. ® 1,. a°o0 NEW LIGHT 8 SPEAKER EXISTING A1. 2 1 DEFLECTION CHANNEL c� 3-5/8"IN. WIDE BY 1 tii 2 IN. DEEP MIN. /C N} 1 1 1 1 SEE DETAIL 8/A5.1 FOR 20 GA. 3%" MTL STUDS 24 GAUGE OR Ark � � ATTACHMENT BRACES fad 48" O.C. - HEAVIER STEEL U-SHAPED CHANNEL FILL VOIDS W/ ATTACHED TOP TRACK DIRECTLY MINERAL WOOL TO FLOOR/ ROOF DECK cmacys In AS REQUIRED 13'-0" AFF W/ (2) SREWS OR PAFE 24" O.C. 'r' MAX rag= INSTALL 6"WIDE 18 GAUGE SHEET \� /r (3) #10 SCREWS FILL VOID W/ � ��- BACKING FOR ALL CASEWORK .� '` �', EXTEND STUDS FULL HT ATTACH CONT. TOP TRACK r EA. BRACE J L MINERAL WOOL /j & STOP 1 FROM TRACK % ATTACHMENTS AT 2 INTERVALS DIRECTLY TO FLOOR/ ROOF DECK 2 STL STUDS la TO TOP TRACK -- 3 5/8" OR 2 1/2" OR PASSIVE FIRE PROTECTION TO ALLOW DEFLECTION W/(2) #8 SELF TAPPING 48" O.C. BACK TO 20 GA. 3%" MTL STUDS SCREWS OR PAFE 24" O.C. BACK SCREWED BRACES ALTERNATING 2 STL STUDS (a 20 GA. 35" MTL STUDS •11 -O,. 1 5/8" 20GA SEALANT FROM �'G AFF ``' - TOGETHER W/ DIRECTION I� 4$" O.C. - 48" O.C. BACK TO BRACES ALTERNATING ACT MAX MTL STUD 16" O.C. TOP OF GWB MTL STUD (BEYOND) BACK DIRECTION !� 4$ O.C. - TO BOTTOM OF 4)bi — — — (3) #10 SCREWS SECURE TO BRIDGING EXISTING an 24" O.C. 3%" STL STUDS BACK TO BACK SCREWED TOGETHER SECURE TO BRIDGING WALL CONCRETE FLOOR FLUSH W/ (2) # 10 SCREWS 24310#C SCREWS 3%" STL STUDS BACK TO BACK SEE REFLECTED CEILING WITH SURFACE OF GWB //J 4 "!/ W/ (2) # 10 SCREWS & LIGHTING PLAN FOR 5/ 0 CEILING HEIGHTS 8 GWB OVER 20 GA. _ 5/8" GWB OVER 20 GA. - - 3 5/8" MTL STUD fa SCREWS IN BOTTOM OF - S PACE 16 O.C. 1 VERT SLOTTED HOLE 3 5/8" MTL STUD an 5/8" GWB OVER -- 5/8 " GWB • 16 O.C. CON. BOTTOM TRACK 20 GA. 3 5/$" CON. BOTTOM TRACK 5/8 GWB OVER 20 GA. W/ .145 x1 MIN. 3 5/8 MTL STUD na ° FINISHED CON. BOTTOM TRACK Store Planning Architecture BOTTOM TRACK / W/ .145 x1 MIN. MTL STUD Id EMBED. POWER DRIVEN 16 O.C. W/ .145°x1" MIN, FLOOR W/ .145°x1" MIN. Construction • Engineering EMBED. POWER DRIVEN 16 O.C. FASTENER fa�EA. STUD EMBED. POWER DRIVEN LINE EMBED. POWER DRIVEN FASTENER (SEA. STUD 16" O.C. lir/ 16" O.C. FASTENER fa�EA. STUD FASTENER (EA. STUD `�____ 7 West 7th Street 16" O.C. 16" O.C. 5/8" GWB MIN. Cincinnati, OH 45202 ! 'g 3-5/8" MTL STUD MIN. n , 1 FULL HEIGHT PARTITION NON-FULL HEIGHT TWO SIDE GWB NON-FULL HEIGHT ONE SIDE GWB , PARTITION AT EXIST WALL DEFLECTION CHANNEL CASEWORK ATTACHMENT COUNTERSLOPING , 1 SCALE: 1 =1 -0 SCALE: 1" :1P-0" SCALE: 1 .1'-0" SCALE: 1" :1'-0" SCALE: 6" -1'-0" SCALE: 1!2 =1 -0 SCALE: 1 1/2" =1'-0" SEE $ � _ DEFLECTION CHANNEL A5.1 �' 3-5/8"IN. WIDE BY VERTICAL HANGER WIRE ATTACHMENT �. 2 IN. DEEP MIN. I. 12 GA. ATTACHED WALL UNATTACHED � �� MOLDING WALL MOLDING ��.. 24 GAUGE OR G� 1 11 li 1 9 SPLAYED SHOT-IN ANCHOR REQUIREMENTS REQUIREMENTS HEAVIER STEEL E— BRACE 1 1 1 � U-SHAPED CHANNEL \\ (TYP.) 45 OR MAXIMUM 8" ATTACHED TOP TRACK DIRECTLY \ 45 OR STRUCTURAL MAXIMUM 8" 1 MIN. EXIST. BEAM LESS fr S N BETE WALL /PNNING/INTERIORS CHITECTUE TO FLOOR/ ROOF DECK `\ GO C / 911 WESTERN AVENUE SUITE 565 W! (2) SCREWS OR PAFE 24" 0.0. 1 MIN. 5 TELEPHONE (206) 622-8443 FAX (206) 622-8031 \� 20 GA. 3/" MTL STUDS BRACES ALTERNATING ' EMAIL W-8443 LK.COM ,W DIRECTION la 48 O.C. - 3 TURNS \(2) #8 SCREWS \ ,r MINIMUM 2" MINIMUM 2" MINIMUM I" AT UNATTACHED EA. SIDE Imo._ _ _.•_ WALLS Ii _ _At 5 „ VERTICAL HANGER WIRE I CONT. 3% 20 GA. TRACK SEE SPREADER BAR OR OTHER SUITABLE 5/8” GWB OVER 20 GA. SPLAYED SEISMIC BRACING WIRE ATTACHMENT SPECIFICATIONS SYSTEM REQUIRED 3 5/8" STL STUD 3 5/8" MTL STUD an CON. BOTTOM TRACK 45° OR ON A8.4 TO KEEP PERIMITER BRACE 16 O.C. W/ .145°x1" MIN. 45° OR LESS DRILL-IN SECTION 09511 COMPONENTS FROM EMBED. POWER DRIVEN FASTENER naEA. STUD LESS SPREADING APART EXPANSION ANCHOR 16" O.C. 0 i STRUCTURAL I I 45° 1 CONCRETE MAIN TEE ` DEFLECTION CHANNEL -BRACE PARTITION PERPENDICULAR TO JOISTS / CROSS TEE STEEL STRAP 1" WIDE ''O WALL MOLDING REQUIREMENTS , 8 X2" LONG ''► _ _ �► SCALE: 1" =1'-0" SCALE: 6,. _-1,-0 SCALE: 1" -1, `'-0 MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS X 12 GAGE MINIMUM `•v 44°1) 414> EMT CONDUIT 3 TURNS ��LK A SEE DETAIL 9/A5.1 1/2" EMT CONDUIT UP TO 6'-0" � it ilt"-----td\- •- 1 Mk FOR ATTACHMENT SPLAYED SEISMIC 3!4" EMT CONDUIT UP TO 8'-6" BRACING WIRE !MMIE• ` A5.1 r FILL VOIDS W/ 1" EMT CONDUIT UP TO 10'-0" ' 0 MINERAL WOOL GWB OR ACT , 3 5/8" 20 GA. �� ARMSTRONG t O AS REQUIRED CONTINUOUS METAL (SJCG) r METAL STUDS UT A C ND CLIP cib STUD TOP RUNNER M\ 7 , 5/8" TYPE "X" GWB SINGLE 1 5/8" METAL STUD (20 GAGE) UP TO 12'-0"GWB OR ACOUSTICAL CEIS ATTACH CONT. TOP TRACK DIRECTLY TO FLOOR/ ROOF DECK _ 20 GA. 3 5/8 STL STUDS BACK-TO-BACK 1%"METAL STUD (20GAGE) UP TO 15- 0"Amwammm EXTEND STUDS FULL HT W/(2) #8 SELF TAPPING dnmummImmimm nmammimumni na 16 0.0. & STOP I " FROM TRACK SCREWS OR PAFE 24" O.C. ' 1)lI GYP. BD. OR ACT SINGLE 2 "" METAL STUD (20 GAGE) UP TO 13'-6" TO ALLOW DEFLECTION IBC CATEGORY SALES FLOOR IiJL1111111•......._SALES FLOOR CEILING WHERE OCCURS y .1450x1" MIN. BACK-TO-BACK 2 "METAL STUD (25 GAGE) UP TO 15-'0" D,E,AND F � EMBED. POWER DRIVEN CON. BOTTOM TRACK FASTENER IDEA. STUD SOURCE: PORTLAND BUILDING DEPARTMENT 5/8" GWB OVER 20 GA. / W/ .145°x1" MIN. BASE AS SCHEDULED NOTE: PLENUM AREAS GREATER THAN 15'0" (H) WILL 3 5/8" MTL STUD na • REQUIRE ENGINEERING CALCULATIONS. 16 O.C. EMBED. POWER DRIVEN ° ° ° DESIGN TO PRESCRIPTIVE REQUIREMENTS / FASTENER anEA. STUD OF THE STATE OF OREGON INTERPRETATION 1621.1 N\00446 A — BASE AS 16" O.C. SCHEDULED FULL HEIGHT PARTITION PARTITION DETAIL LATERAL FORCE BRACING HANGER (SUSPENSION) WIRE SEISMIC SEPARATION JOINTS CLIP ______ , 17 1" . „ , �, 1/4" . . 1 3"SCALE: 1 =1 -0 SCALE: 1 1/2" =1 -0 SCALE: 1/4 =1 -0 SCALE: HALF SCALE SCALE: 3 :1'-0" SEE DETAIL 9/A5.1 PLUMB 1/6 FOR ATTACHMENT MAXIMUM 8" 3 5/8" 20 GA. 0 r CONTINUOUS METAL A ' STUD TOP RUNNER WALL 5/8" TYPE "X" GWB Ia) 20 GA. 3 5/8" STL STUDS IIIIII ;IIIIIII;;;IIIIl:_ II 16 O.C. GYP. BD. OR ACT FLOOR CEILING WHERE OCCURS 1450x1" MIN. EMBED. POWER DRIVEN IL_ FASTENER I EA. STUD i i I I • 1 r—� , nom 1 i °� • BASE AS SCHEDULED ° -.:. PARTITION DETAIL PLUMB HANGER & PERIMETER WIRES _____ 2 SCALE: 1 1/2" .1-0" SCALE: HALF SCALE GENERAL NOTES 1. ALL SLAB CONDITIONS SUCH AS CRACKS, HOLES, MINOR DEVIATIONS, ETC. TO BE EVALUATED BY FLOORING CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES OR SITUATIONS PROHIBITING INSTALLATION OF SPECIFIED FLOORING MATERIAL TO BE BROUGHT TO OWNER'S ATTENTION. 2. PRIOR TO INSTALLING SPECIFIED NEW FLOORING MATERIAL ON CONCRETE SLAB, ALL SLAB DEVIATIONS MUST BE REPAIRED, SUCH THAT VARIES THE SURFACE IS SMOOTH, CLEAN AND FREE OF ALL DEBRIS THAT MAY / / AFFECT ADHESION AND LONGEVITY OF APPLICATION MATERIAL. WHEN 1" (4) 4-3l4"0 EXP. FRY REGLET 'J' USING CONCRETE SLAB AS THE FINISHED FLOOR, REFER TO SPECIAL ANCHORS (3-1/4" MOULDING MIN. EMBED.) ` i Z_ . — 4 #JDM-625 (TYPICAL) FLOORING NOTES IN THE COLOR AND MATERIAL SPECIFICATION BOOK. / / , S - CONT. 3-5/8" MTL. x 14 GA 3. WHERE FINISHED CONCRETE FLOORING IS TO BE THE EXPOSED TRACK FLOOR SURFACE AT THE SALES FLOOR, CONCRETE SLAB DEVIATIONS O 0 ARE TO BE REPAIRED SUCH THAT THE SURFACE IS SMOOTH, CLEAN, - ■ TS 3 1/2x 3 1/2x 1/4 AND FREE OF DEBRIS. MINOR COLOR VARIATIONS ARE ACCEPTABLE. T ////AV API///////I, 5 ENDS & 41-0" MAX. O.C. STRAIGHT WALLS 4. FLOORING INSTALLER IS RESPONSIBLE FOR TESTING SLAB CONDITION PERMIT/BID ISSUE 4/28/08 0 Z FOR MOISTURE, GENERAL ALKALI CONTENT, ETC. AS REQUIRED FOR o - RECESSED STANDARDS OPTIMAL PERFORMANCE OF SPECIFIED FLOORING MATERIAL. No REVISIONS DATE m ,, F= WHERE OCCURS c 4 ! °- 3-5/8' 20 GA MTL. STUDS 5. SURFACE ALIGNMENT BETWEEN VARYING MATERIALS SHALL BE T i o (a 16" 0.0., ATTACH ONE STUD EA. ADDRESSED AS INDICATED ON SPECIFIC FLOORING DETAILS. STORE * SIDE OF COL. W! 0.145 DIA. e, w POWER DRIVEN FASTENER II 18 O.C. 6. ALL CROSS-AISLE INTERSECTIONS TO RECEIVE FULL TILES OR TRUE U- s nacys" II''1C'� (CORNER-TO-CORNER) DIAGONAL CUT TILES. DUTCHMEN WHEN / / 5/8" GYPSUM BOARD/-��'/��/'/��/', I REQUIRED TO BE LIMITED TO CONTINUOUS AISLE RUNS AND WILL BE WASHINGTON SQUARE I SCHEDULED BASE CUT DOWN NO MORE THAN 2" PER FULL TILE OVER A SERIES OF ROWS 9300 SW WASHINGTON SQ. RD. 0 lir O ( WHERE OCCURS AS REQUIRED TO ACHIEVE DESIRED ALIGNMENT AT AISLE TIGARD, OR. - 97223 SEE FINISH SCHED. INTERSECTIONS. > CONT. 3-5/8" x 14 GA I METAL TRACK 7. FLOORING CONTRACTOR IS RESPONSIBLE FOR LAYING OUT MATERIAL N 0 LT] SUCH THAT A MINIMUM QUANTITY OF DYE LOT VARIATION OCCURS. PROJECT NO. 07007 _ TAPE DRYWALL TO SLAB ON EACH SIDE TO PROVIDE 8. FLOORING CONTRACTOR TO SUBMIT CARPET SEAMING DIAGRAMS TO DATE 02/19/08 1/4 FURTHER SUPPORT OWNER'S REPRESENTATIVE (ID CONSULTANT) FOR APPROVAL. DRAWN BY RRP 3/8x4-1/2x8 1 A FLOOR LINE 9. FLOORING CONTRACTOR IS EXPECTED TO PROTECT NEW FLOORING CHECKED BY MS PLATE "' \ L . v. INSTALLATION WITH REINFORCED PAPER AND PATH BOARDS AFTER SCALE AS NOTED 4 REVIEW AND ACCEPTANCE OF WORK BY OWNER OR OWNER'S 4 (1) #8 EA. SIDE, TYP. REPRESENTATIVE UNTIL CONSTRUCTION IS COMPLETE IN AREA. PLASTIC SHEET TITLE OR PRODUCTS WITH SELF ADHESIVE ARE NOT BE USED FOR FLOORING .1450x1" MIN. PROTECTION. EMBED. POWER DRIVEN NOTES: FASTENER (SEA. STUD 10. ALL FLOORING IS TO BE INSTALLED PER INDUSTRY STANDARDS. (EX: 1. MAX HEIGHT +!- 12'-6" CRI #104 FOR CARPET) DETAILS 11. NON-FULL HEIGHT PARTITIONS GWB TO GO UP 0'-6" MIN. ABOVE CEILING HEIGHT AND BRACING NOT TO START MORE THAN 2'-0" ABOVE CEILING HEIGHT. SHEET NO. TUBE STEEL SUPPORT GENERAL NOTES FOR FLOOR TRANSITION 41-0) A5. 1 SCALE: 3 =1 -0 N.T. SCALE SECTION 06105 - MISCELLANEOUS CARPENTRY SECTION 09260 - GYPSUM BOARD ASSEMBLIES On ceilings, apply gypsum panels before wall/partition board application to Install edge moldings and trim at perimeter of acoustical ceiling area and Store materials not in use in tightly covered containers in a well-ventilated the greatest extent possible and at right angles to framing. where necessary to conceal edges of acoustical panels. Screw attach area at a minimum ambient temperature of 45 deg F. For lumber DOC PS 20 and applicable rules of lumber grading agencies For gypsum board assemblies with fire-resistance ratings, provide materials moldings to substrate with concealed fasteners at intervals not more than Maintain storage containers in a clean condition, free of foreign materials certified by the American Lumber Standards Committee Board of Review and construction identical to those tested in assembly indicated according On partitions/walls, apply gypsum panels perpendicular to framing, unless 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling and residue. apply. Factory mark each piece of lumber with grade stamp of grading to ASTM E 119 by an independent testing and inspecting agency acceptable otherwise required by fire-resistance-rated assembly, and minimize end suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners agency. Provide dressed lumber, S4S, unless otherwise indicated. Provide to authorities having jurisdiction. joints. Stagger abutting end joints not less than one framing member in accurately and connect securely. Apply waterborne paints only when temperatures of surfaces to be painted I dry lumber with 15 percent maximum moisture content at time of dressing alternate courses of board. On Z-furring members, apply gypsum panels and surrounding air are between 50 and 90 deg F. M a CYS1 for 2-inch nominal thickness or less, unless otherwise For gypsum board assemblies with STC ratings, provide materials and vertically (parallel to framing) with no end joints. Locate edge joints over Install suspension system runners square and securely interlocked with one Apply solvent-thinned paints only when temperatures of surfaces to be indicated. construction identical to those tested in assembly indicated according to furring members. another. Remove and replace dented, bent, or kinked members. painted and surrounding air are between 45 and 95 deg F. ASTM E 90 and classified according to ASTM E 413 by a qualified For panel products DOC PS 1 or DOC PS 2 apply for plywood and DOC independent testing agency. Apply gypsum panels to supports with steel drill screws. Where multi Install acoustical panels with undamaged edges and fit accurately into Provide manufacturer's best-quality paint material of the various coating PS 2 for oriented strand board. layers are required, Fasten base layers and face layers separately to suspension system runners and edge moldings. Scribe and cut panels at types specified that are factory formulated and recommended by Comply with ASTM C 754 for conditions indicated. For gypsum board borders and penetrations to provide a neat, precise fit. manufacturer for application indicated. Paint-material containers not Where fire-retardant-treated materials are indicated, provide materials that installation comply with ASTM C 840 and GA-216. o.c. for vertical applications. Space fasteners in panels that are tile displaying manufacturer's product identification will not be acceptable. comply with performance requirements in AWPA C20 (lumber) and AWPA substrates a maximum of 8 inches (203.2 mm) o.c. SECTION 09651 - RESILIENT FLOOR TILE SPACE C27 (plywood). Identify fire-retardant-treated wood with appropriate Suspended Ceiling and Soffit Framing Materials: Examine substrates, areas, and conditions for compliance with requirements classification marking of UL, U.S. Testing, Timber Products Inspection, or Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, For trim with back flanges intended for fasteners, attach to framing with Maintain temperatures within range recommended by manufacturer, but not for paint application. Store Planning • Architecture another testing and inspecting agency acceptable to authorities having 0.0625-inch- diameter wire, or double strand of 0.0475-inch- same fasteners used for panels. Otherwise, attach trim according to less than 70 deg F or more than 95 deg F, in Construction • Engineering jurisdiction. Use Interior Type A High Temperature (HT). diameter wire. manufacturer's written instructions. spaces to receive floor tile for 48 hours before installation, during Remove hardware and hardware accessories, plates, machined surfaces, Hanger Attachments to Concrete: Use powder-actuated fasteners suitable installation, and for 48 hours after installation. After post-installation lighting fixtures, and similar items already installed that are not to be 7 West 7th Street for application indicated, fabricated from corrosion-resistant materials, with Finishing Gypsum Board Panels: Treat gypsum board joints, interior angles, period, maintain temperatures within range recommended by manufacturer, painted. If removal is impractical or impossible because of size or weight Cincinnati, OH 45202 For non-load-bearing interior partitions provide Construction or No. 2 grade. clips for attaching hangers and capable of sustaining, without failure, a load edge trim, control joints, penetrations, fastener heads, surface defects, and but not less than 55 deg F or more than 95 deg F. of the item, provide surface-applied protection before surface preparation For other framing provide construction or No. 2 grade of Douglas fir-larch, equal to 10 times that imposed by construction as determined by testing elsewhere as required to prepare gypsum board surfaces for decoration. and painting. After completing painting operations in each space or area, Douglas fir-larch (north), or Douglas fir-south; NLGA, WCLIB, or WWPA. according to ASTM E 1190 by a qualified independent testing agency. Prefill open joints and damaged surface areas. Apply joint tape over reinstall items removed using workers skilled in the trades involved. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, gypsum board joints, except those with trim having flanges not intended for Close spaces to traffic during floor covering installation and for 48 hours Provide miscellaneous lumber for support or attachment of other 0.162-inch diameter. tape. after floor covering installation. Clean and prepare surfaces to be painted according to manufacturer's construction, including blocking, cants, nailers, furring, and grounds. For Carrying Channels: Cold-rolled, commercial-steel sheet with a base metal written instructions for each particular substrate condition and as specified. items of dimension lumber size, provide Construction or No. 2 grade lumber thickness of 0.0538 inch a minimum 1/2-inch-wide Finish panels to levels indicated below, according to ASTM C 840. Embed Install resilient products after other finishing operations, including painting, I 1 ii , tape at joints in ceiling plenum areas, concealed areas, stockrooms. Embed I with 15 percent maximum moisture content of any species. For exposed flange, and in depth Indicated, p g p have been completed. Stir material before application to produce a mixture of uniform density. boards, provide lumber, with 15 percent maximum moisture content, of tape and apply separate first, fill, and finish coats of joint compound to Stir as required during application. Do not stir surface film into material. It ilk n white i Furring Member Materials: tae fasteners, and trim flanges at panel surfaces that will be exposed to Water-resistant easter w ite p ne, Idaho white, lodgepole, ponderosa, or sugar pine; u g p g p p Adhesives: Water resistant type recommended by manufacturer to suit If necessary, remove surface film and strain material before using. Maintain Premium or 2 Common (Sterling) grade; NELMA, NLGA, WCLIB, or WWPA. Cold Rolled Channels: 0.0538-inch bare steel thickness, 1/2-inch- view, unless otherwise indicated. resilient products and substrate conditions indicated, containers used in mixing and applying paint in a clean condition, free of Ar) CHITECT For concealed boards, provide lumber with 15 percent maximum moisture wide flange, 3/4 inch deep. Prepare substrates according to manufacturer's written recommendations to foreign materials and residue. content and any western woods, Standard or No. 3 Common grade; WCLIB Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep. SECTION 09310 - CERAMIC TILE ensure adhesion of resilient products. Paint areas visible when grilles, ARCHITECTURE/PLANNING/INTERIORS or WWPA. Minimum Base Metal Thickness: 0.0312 inch. permanent or built-in fixtures, rilles, convector 911 WESTERN AVENUE SUITE 565 Comply with parts of ANSI A108 Series "Specifications for Installation of covers, covers for finned-tube radiation, and similar components are in SEATTLE, WA 98104-1031 Resilient Furring Channels: 1/2-inch- deep members designed to p y p p Concrete Substrates: Prepare according to ASTM F 710. Verify that p TELEPHONE (206) 622-8443 FAX (206) 622-8031 Hardwood Lumber Trim for Transparent Finish (Stain or Clear Finish) shall reduce sound transmission, and asymmetrical with single leg or hat shaped Ceramic Tile" that apply to types of setting and grouting materials and to place. Extend coatings in these areas, as required, to maintain system EMAIL WPA @WPOLK.COM methods indicated in ceramic tile installation schedules. substrates are dry and free of curing compounds, sealers, and hardeners. integrity and provide desired protection. be clear, kiln-dried, finished lumber (S4S), selected for compatible grain and with two legs. Perform alkalinity and adhesion tests recommended by manufacturer. g Y p p color, of species indicated. Proceed with installation only after substrates pass ;testing. Perform Grid Suspension System for Interior Ceilings: ASTM C 645, TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation. Paint surfaces behind movable equipment and furniture the same as similar p y g direct-hung anhydrous calcium chloride test, ASTM F 1869. Proceed with installation Lumber Trim for Opaque Finish (Painted) shall be finished lumber (545), system composed of main beams and cross-furring members that interlock. exposed surfaces. Before final installation of equipment, paint surfaces Shop Drawings: Show locations of each type of tile and tile attern, only after substrates have maximum moisture-vapor-emission rate of 3 lb of behind permanently fixed e either finger-jointed or solid lumber, of one of the following species and Armstrong World Industries, Inc.; Furring Systems/Drywall and USG Interiors, P g yp pattern. water/1000 sq. ft. in 24 hours. Perform tests recommended by p Y equipment or furniture with prime coat only. grades: Grade A Finish alder, aspen, basswood, cottonwood, gum, magnolia, Inc.; Drywall Suspension System are acceptable. Show widths, details, and locations of expansion, contraction, control, and manufacturer. Proceed with installation only after substrates pass testing. soft maple, sycamore, tupelo, or yellow poplar; NHLA. isolation joints. Paint interior surfaces of ducts with a flat, nonspecular black paint where grilles. or registers Partition and Soffit Framing Materials: Remove substrate coatings and other substances that are incompatible with visible through re g g Panel Products: Steel Studs and Runners: ASTM C 645, in depth indicated. Minimum Base Unless a specific tile is identified, elsewhere in these documents, provide Standard grade tile that complies with ANSI A137.1, "Specifications adhesives and that contain soap, wax, oil, or silicone, using mechanical Sand lightly between each succeeding enamel or varnish coat. Particleboard Underlayment: ANSI A208.1, Grade PBU. Metal Thickness: 0.0312 inch a methods recommended by manufacturer. Do not use solvents. Hardboard Underlayment: AHA A135.4, Class 4 (Service), Surface S1S; with Deep-Leg Deflection Track: ASTM C 645 top runner with 2-inch- for Ceramic Tile," for types, compositions, and other characteristics back side sanded. deep flanges. indicated. Use trowelable leveling and patching compound to fili cracks, holes, and Apply first coat to surfaces that have been cleaned, pretreated, or Miscellaneous Exposed Plywood: DOC PS 1, A-D Interior, thickness as Flat Strap and Backing Plate: Steel sheet for blocking and bracing in depressions in substrates. Use latex-modified, portland cement based or otherwise prepared for painting as soon as practicable after preparation indicated but not less than 1/2 inch. length and width indicated. Minimum Base Metal Thickness: Provide waterproofing and crack-suppression membranes for thin-set tile blended hydraulic cement based formulation provided or approved by and before subsequent surface deterioration. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, 0.027 inch. installations that complies with ANSI A118.10. resilient product manufacturer for applications indicated. C-D Plugged, fire-retardant treated, in thickness indicated or, if not Cold-Rolled Channel Bridging: 0.0538-inch bare steel thickness, If undercoats, stains, or other conditions show through final coat of paint, indicated, not less than 1/2 inch thick. with minimum 1/2-inch- (12.7-mm-) wide flange, and in depth indicated. Use Latex-Portland Cement Mortar (Thin Set): ANSI A118.4. Use prepackaged Move resilient products and installation materials into spaces where they apply additional coats until paint film is of uniform finish, color, and clip angle 1-1/2 by 1-1/2 inch, 0.068-inch- dry-mortar mix containing dry additive to which only water must be added. appearance. �� ,, '► p g Y For wall applications, provide nonsagging mortar. will be installed at least 48 hours in advance of installation. Do not install NIIL lllarou t"� Power-driven fasteners to comply with CABO NER-272. Screws for thick, galvanized steel. resilient products until they are same temperature as space where they are Fastening to Cold-Formed Metal Framing to comply with ASTM C 954, Fasteners for Metal Framing: Of e, material, size, corrosion resistance, Apply paint materials no thinner than manufacturer's recommended spreading fil g type, Standard Unsanded Cement Grout: ANSI A118.6, color as indicated. to be installed. rate. Provide total dry film thickness of the entire system as except with wafer heads and reamer wings. holding power, and other properties required to fasten steel members to Y y substrates. Sweep and vacuum clean substrates to be covered by resilient products recommended by manufacturer. Set carpentry to required levels and lines, with members plumb, true to line, Trowelable Underlayments and Patching Compounds: Latex-modified, immediately before installation. After cleaning, examine substrates for cut, and fitted. Fit carpentry to other construction; scribe and cope portland cement-based formulation provided or approved by manufacturer of Painting of mechanical and electrical work is limited to items exposed in OF CO p y , s a p as Provide panels in maximum lengths and widths available that will minimize moisture, alkaline salts, carbonation, and dust. Proceed with installation only needed for accurate fit. Locate furring, nailers, blocking, grounds, and joints in each area and correspond with support system indicated and tile-setting materials. after unsatisfactory conditions have been corrected. occupied spaces. similar supports to comply with requirements for attaching other meets ASTM C 36. Provide in thickness indicated and with long edges construction. Securely attach carpentry work as indicated and according to tapered. Metal Edge Strips: Angle or L-shape, white zinc alloy exposed-edge Apply block fillers to concrete masonry block at a rate to ensure complete material. Lay out tiles from center marks established with principal walls, discounting coverage with pores filled. applicable codes and recognized standards. minor offsets, so tiles at opposite edges of room are of equal width. g p Flexible Gypsum Wallboard: ASTM C 36, manufactured to bend to fit tight Adjust as necessary to avoid using cut widths that equal less than one-half - Countersink fastener heads on exposed carpentry work and fill holes with radii and to be more flexible than standard regular-type panels of the same Grout Sealer: Manufacturer's standard product for sealing grout joints that tile at perimeter. Lay tiles square with room axis or in pattern indicated. Before applying finish coats, apply a prime coat, as recommended by wood filler. Wood Trim Installation: Install with minimum number of joints thickness, 1/4 inch thick, and with long edges tapered. Apply in does not change color or appearance of grout. manufacturer, to material that is required to be painted or finished and that practical, using full-length pieces from maximum lengths of lumber available. double layer at curved assemblies. Match tiles for color and pattern by selecting tiles from cartons in the has not been prime coated by others. Recoat primed and sealed surfaces Cope at returns and miter at corners to produce tight-fitting joints. Use Remove coatings, including curing compounds and other substances that where evidence of suction spots or unsealed areas in first coat appears, contain soap, wax, oil, or silicone, that are incompatible with tile-setting same sequence as manufactured and packaged, if so numbered. Discard to ensure a finish coat with no burn-through or other defects due to scarf joints for end-to-end joints. Match color and grain pattern across Sag-Resistant Gypsum Wallboard: ASTM C 36, manufactured to have more broken, cracked, chipped, or deformed tiles. Lay tiles with grain running in joints. Install trim after gypsum board joint-finishing operations are sag resistance than regular-type gypsum board, 1/2 inch thick, materials. Fill cracks, holes, and depressions with trowelable leveling and one direction or in pattern of colors and sizes indicated. insufficient sealing. completed. Install to tolerance of 1/8 inch in 96 inches and with long edges tapered. Apply on ceiling surfaces. patching compound according to tile-setting material manufacturers written for level and plumb. Install adjoining finish carpentry with 1/32-inch instructions. Remove protrusions, bumps, and ridges by sanding or grinding. Scribe, cut, and fit tiles to butt neatly and tightly to vertical surfaces and Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to maximum offset for flush installation and 1/16-inch Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M, with permanent fixtures including built-in furniture, cabinets, pipes, outlets provide a smooth, opaque surface of uniform finish, color, appearance, and maximum offset for reveal installation. Blending: For tile exhibiting color variations, use factory blended tile or coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, core type and in thickness indicated. G-P Gypsum Corp.; Dens-Shield Tile edgings, door frames, thresholds, and nosings. Backer. Use joint compound as recommended by manufacturer. Install with blend tiles at Project site before installing. ropiness, or other surface imperfections will not be acceptable. SECTION 08110 - STEEL DOORS AND FRAMES 1/4-inch gap where panels abut other construction or penetrations. Extend tiles into toe spaces, door reveals, closets, and similar openings. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth Finish according to manufacturer's written instructions. Extend tile work into recesses and under or behind equipment and fixtures surface film of even luster. Provide a finish free of laps, runs, cloudiness, Comply with ANSI A 250.8. Provide fire-rated door assemblies complying to form complete covering without Interruptions, unless otherwise Indicated. Maintain reference markers, holes, and openings that are in place or marked color irregularity, brush marks, orange peel, nail holes, or other surface with NFPA 80 that are listed and labeled by a testing and inspecting Provide interior trim that meets ASTM C 1047. Use cornerbead at all Terminate work neatly at obstructions, edges, and corners without disrupting for future cutting by repeating on floor tiles as marked on substrates. Use imperfections. agency acceptable to authorities having jurisdiction, for fire-protection outside corners. pattern or joint alignments. chalk or other nonpermanent, nonstaining marking device. ratings indicated, based on testing according to NFPA 252, Stipple Enamel Finish: Roll and redistribute paint to an even and fine Comply with ASTM C 475 for joint treatment. Provide paper tape for Accurately form intersections and returns. Perform cutting and drilling of Install tiles on covers for telephone and electrical ducts and similar items in texture. Leave no evidence of rolling, such as laps, irregularity in texture, Materials: tile without marring visible surfaces. Grind cut edges of tile abutting trim, - interior wallboard finish, or built-in items. Fit the closely to electrical outlets, piping, fixtures, finished floor areas. Maintain overall continuity of color and pattern with skid marks, or other surface imperfections. Hot-Rolled Steel Sheets: ASTM A 569/A 569M, Commercial Steel (CS), pieces of tile installed on covers. Tightly adhere tile edges to substrates Type B; free of scale, pitting, or surface defects; pickled and oiled. Joint Compound for Interior Gypsum Wallboard: For each coat use and other penetrations so plates, collars, or covers overlap tile. that abut covers and to cover perimeters. At the end of each workday, remove empty cans, rags, rubbish, and other Cold-Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS), formulation that is compatible with other compounds applied on previous or discarded paint materials from Project site. or ASTM A 620/A 620M, Drawing Steel (DS), Type B; stretcher-leveled for successive coats. At open joints and damaged surface areas, use Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align Adhere tiles to flooring substrates using a full spread of adhesive applied standard of flatness. setting-type taping compound for prefilling. For embedding tape and first joints when adjoining tiles on floor, base, walls, and trim are same size. to substrate to produce a completed installation without open cracks, voids, Protect work of other trades, whether being painted or not, against damage coat on joints, flanges of trim accessories, and fasteners, use setting-type Lay out tile work and center tile fields in both directions in each space or raising and puckering at joints, telegraphing of adhesive spreader marks, from painting. Correct damage by cleaning, repairing or replacing, and Metallic-Coated Steel Sheets: ASTM A 653/A 653M, Commercial Steel taping compound. Use setting-type compound for installing paper-faced on each wall area. Adjust to minimize tile cutting. Provide uniform joint and other surface imperfections. repainting, as approved by Architect. (CS), Type B, with an A40 (ZF120) zinc-iron-alloy (galvannealed) coating; metal trim accessories. For second coat, use setting-type, sandable widths, unless otherwise indicated. P1. stretcher-leveled standard of flatness. topping compound. For third coat, use setting-type, sandable topping Immediately after completing resilient product installation remove adhesive Provide "Wet Paint" signs to protect newly painted finishes. After compound. Lay out tile wainscots to next full tile beyond dimensions indicated. and other blemishes from exposed surfaces, sweep and vacuum surfaces completing painting operations, remove temporary protective wrappings Interior doors must comply with ANSI 250.8 for level and model and ANSI thoroughly, damp-mop surfaces to remove marks and soil, but do not wash provided by others to protect their work, After work of other trades is A250.4 for physical-endurance level as follows: Level 2 and Physical Steel drill screws for securing steel members to comply with ASTM C Grout tile to comply with requirements of ANSI A108.10, unless otherwise surfaces until after time period recommended by manufacturer. complete, touch up and restore damaged or defaced painted surfaces. Performance Level B, Model 2 (Seamless). 1002. Use screws complying with ASTM C 954 for fastening panels to indicated. Comply with procedures specified in PDCA Frames shall comply with ANSI A250.8; conceal fastenings. Provide frame steel members from 0.033 to 0.112 inch thick. Protect resilient products from mars, marks, indentations, and other damage steel sheet thickness of 0.053-inch. Provide three silencers on single-door Sound Attenuation Blankets: ASTM C 665, Type I (blankets without Follow procedures in ANSI A108 Series tile installation standards for from construction operations and placement of equipment and fixtures during Unless otherwise indicated, the system number in the following refers to frames and two silencers on double-door frames. Provide plaster guards of membrane facing) produced by combining thermosetting resins with mineral providing 95 percent mortar coverage for tile floors composed of tiles 8 remainder of construction period. Use protection methods recommended in the Manual for type of surface, coating, grade, named products, and their 0.016-inch- thick, steel sheet plaster guards or mortar boxes to close off fibers manufactured from glass, slag wool, or rock wool. by 8 inches or larger and tile floors composed of rib-backed tiles writing by manufacturer. manufacturer. interior of openings. Supports and anchors shall be not less than supports with screws . Space screws a maximum of 12 inches 0.042-inch- thick zinc-coated steel sheet. Provide manufacturer's standard Suspend ceiling hangers plumb and free from contact with insulation or Provide joint widths of 1/16" for ceramic mosaic and 1/4" for paver tile, SECTION 09680 - CARPET Interior Paint Schedule inserts, bolts and fasteners. Zinc-coat items that are to be built into other objects within ceiling plenum that are not part of supporting structural or as directed. SUBSTRATE SYSTEM REMARKS exterior walls according to ASTM A 153/A 153M, Class C or D as or ceiling suspension system. Splay hangers only where required to miss Comply with CRI 104, Section 5, "Storage and Handling." Concrete INT 5-D Custom Grade Semi-Gloss Finish applicable. obstructions and offset resulting horizontal forces by bracing, Install metal edge strips where exposed edge of tile flooring meets carpet, Gypsum Wallboard INT 3-B Premium Grade Eggshell Finish countersplaying, or other equally effective means. wood, or other flooring that finishes flush with top of tile. Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Misc. Metals - Not Galvanized INT 11-A Premium Grade Semi-Gloss Finish Fabricate steel door and frame units to comply with ANSI A250.8 free from Humidity." CMU Walls INT 6-D Custom Grade Semi-Gloss Finish defects including warp and buckle. Where practical, fit and assemble units Where width of ducts and other construction within ceiling plenum produces SECTION 09511 - ACOUSTICAL PANEL CEILINGS Wood Doors INT 1-G Premium Grade Satin Finish in manufacturer's plant. Fabricate exposed faces of doors and panels from hanger spacings that interfere with the location of hangers required to Do not install carpet until wet work in spaces is complete and dry, and Hollow metal Doors and Frames INT 11-A Premium Grade Semi-Gloss Finish cold-rolled steel sheet. Use manufacturer's standard core construction that support standard suspension system members, install supplemental Install acoustical panel ceilings to comply with UBC Standard 25-2 and ambient temperature and humidity conditions are maintained at the levels produces a door complying with SDI standards. Provide beveled edge. suspension members and hangers in form of trapezes or equivalent devices. seismic requirements indicated, per manufacturer's written instructions and indicated for Project when occupied for its intended use. Comply with SDI 117 for tolerances Size supplemental suspension members and hangers to support ceiling loads CISCA's "Ceiling Systems Handbook." within performance limits established by referenced standards. Do not install carpet over concrete slabs until slabs have cured and are Prepare doors and frames to receive mortised and concealed hardware Acoustical Panel Standard: Comply with ASTM E 1264. sufficiently dry to bond with adhesive and concrete slabs have pH range according to final door hardware schedule and templates provided by Do not support ceilings from or attach hangers to permanent metal forms, recommended by manufacturer. - hardware supplier. Comply with applicable requirements in ANSI A250.6 and steel deck tabs, steel roof decks, ducts, pipes, or conduit. Metal Suspension System Standard: Comply with ASTM C 635. / 1 ANSI A115 Series specifications for door and frame preparation for Where demountable partitions or other items are indicated for installation on hardware. Reinforce doors and frames to receive surface-applied hardware. Wire-tie or clip furring channels to supports, as required. Attachment Devices: Size for five times the design load indicated in top of carpet, install carpet before installing these items. Drilling and tapping for surface-applied hardware may be done at Project ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. / Attach perimeter wall track or angle where grid suspension system meets Car Carpet Warrant Manufacturer's standard form in which manufacturer site. Locate hardware as indicated or, if not indicated, according to ANSI P Y A250.8. vertical surfaces. Mechanically join main beam and cross-furring members Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; agrees to replace carpet that does not comply with requirements or that to each other and butt-cut to fit into wall track. ASTM A 641/A 641M, Class 1 zinc coating, soft temper. Select wire fails within 10 years from date of Substantial Completion. Warranty does Fabricate frames with mitered or coped and continuously welded corners diameter so its stress at three times hanger design load (ASTM C 635, not include deterioration or failure of carpet from unusual traffic, failure of and seamless face joints. Provide temporary spreader bars. Extend partition framing full height to structural supports or substrates Table 1, "Direct Hung") will be less than yield stress of wire, but provide substrate, vandalism, or abuse. Failures include, but are not limited to, s above suspended ceilings, except where partitions are indicated to not less than 0.106-inch- diameter wire. more than 10 percent loss of face fiber, edge raveling, snags, runs, and Apply manufacturer's standard, factory-applied coat of rust-inhibiting primer terminate at suspended ceilings. Continue framing over frames for doors delamination. complying with ANSI A250.10 for acceptance criteria. and openings and frame around ducts penetrating partitions above ceiling to Provide seismic struts and seismic clips. provide support for gypsum board. Comply with CRI 104, Section 8, "Direct Glue-Down." PERMIT/BID ISSUE 4/28/08 Comply with provisions in SDI 105. Set frames accurately in position, Provide moldings and trim edges and penetrations that fit acoustical panel NO. REVISIONS DATE Were two partitions intersect, screw together studs with both partitions Maintain uniformity of carpet direction and lay of pile. At doorways, center plumbed, aligned, and braced securely until permanent anchors are set. edge details and suspension systems, formed from sheet metal of same Y P Y P' Y After wall construction is completed, remove temporary braces and to provide solid joint - do not use "Fly-by". material, finish, and color as that used for exposed flanges of suspension seams under door in closed position. Bind or seal cut edges as spreaders, leaving surfaces smooth and undamaged. Provide at least three system runners. recommended by carpet manufacturer. STORE comply Frame door openings to with GA-600 and with gypsum board anchors per jamb. For openings 90 inches or more in height, install an p y - an gyp additional anchor at hinge and strike jambs. Install according to NFPA 80. manufacturer's applicable written recommendations, unless otherwise Measure each ceiling area and establish layout of acoustical panels to indicated. Screw vertical studs at jambs to jamb anchor clips Install pattern parallel to walls and borders. fl''(JTJ\/S Inc s on door p balance border widths at opposite edges of each ceiling. Avoid using Door Installation: Comply with ANSI A250.8. Shim as necessary to comply frames; install runner track section (for cripple studs) at head and secure less-than-half-width tiles at borders. SECTION 09912 - PAINTING WASHINGTON SQUARE with SDI 122 and ANSI/DHI A115.1G. Install within clearances specified in to jamb studs. Install two studs, screwed together, at each jamb. 9300 SW WASHINGTON SQ. RD. NFPA 80.Ins Extend jamb studs through suspended ceilings and attach to underside of Suspend ceiling hangers from building's structural members, plumb and free Conform to the minimum standards for material and work, including surface. TIGARD, OR. - 97223 floor or roof structure above. from contact with insulation or other objects within ceiling plenum. Splay preparation, as set forth in the "Architectural Specifications Manual - After installation, remove protective wrappings from doors and frames and hangers only where required to miss obstructions; offset resulting horizontal Painting, Wall Covering, and Gypsum Wallboard", latest edition, published by touch up prime coat with compatible air-drying primer. Frame openings other than door openings the same as required for door forces by bracing, countersplaying, or other equally effective means. Specifications Services, Inc. and hereafter called the "Manual". Use only PROJECT NO. 08001 p p p Y g p openings, unless otherwise indicated. Install framing below sills of openings y g' q y g Where width of ducts and other construction within ceiling plenum produces the approved paint products of the paint manufacturers listed in the Manual DATE 04/08/08 to match framing required above door heads. hanger spacings that interfere with location of hangers, use trapezes or unless otherwise indicated. DRAWN BY RRP equivalent devices. Provide sheet steel backing across not less than three studs in width and Samples: For each type of finish-coat and color of material indicated. CHECKED BY WP a minimum of 6 inches greater in height than the dimension of the item to Do not support ceilings directly from permanent metal forms or floor deck; SCALE 1:1 be installed. anchor into concrete slabs and do not attach hangers to steel deck tabs. SHEET TITLE CONSTRUCTION SPECIFICATIONS SHEET NO. A8. O