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Plans (2) BUP2 * I 7 - i: 1, SHEET I SHEET TITLE REVISIONS OWNER: ACC ACCESSIBLE FR FRAME/ FITTING FASTENER ACT ACOUSTICAL CEILING ROOM PLUMB PLUMBING ARCHITECTURAL TILE F.R.P. FIBERGLASS PLYND PLYWOOD U NTU C Kit �� ACM ALUMINUM COMPOSITE REINFORCED PR PAIR G1.1 TITLE SWEET • '• PANEL PLASTIC PROD PROJECT G1.2 RESPONSIBILITY SCHEDULE SHIRTS DESIGNED TO A/C AIR CONDITIONING F.R.T. FIRE RETARDANT P.S.I. POUNDS PER SQUARE BE WORN UNTUCKED. •, ADA AMERICANS WITH TREATED INCH G1.3 GENERAL NOTES, DOOR AND FINISH SCHEDULES DISABILITIES ACT FT,(') FEET/FOOT Q.T. QUARRY TILE AD.1 DEMOLITION PLAN 379 WEST BROADWAY A.F.F. ABOVE FINISH FLOOR GA GAUGE R RELOCATED AIA AMERICAN INSTITUTE G.C. GENERAL RAD RADIUS A1.1 BARRICADE PLAN AND DETAILS NEW YORK, NY, 10012 OF ARCHITECTS CONTRACTOR R.G.P. REFLECTED CEILING A2,1 CONSTRUCTION PLAN • ALUM ALUMINUM GYP.BD. GYPSUM BOARD PLAN A3.1 REFLECTED CEILING / LIGHTING PLAN • ( ,' ARCHITECT 1 ENGINEER: ANSI AMERICAN NATIONAL H HIGH R.D. ROOF DRAIN STANDARDS H.B. HOSE BIBB REF REFERENCE A5.1 FINISH PLAN + %1 INSTITUTE HDWR HARDWARE REVD REQUIRED - �.�i'\ " ~' A6.1 FIXTURE PLAN a) aa)i o 0 ASHRAE AMERICAN SOCIETY HGT WEIGHT REV REVISION(S) $ « q U OF HEATING, H.M. HOLLOW METAL REVISED REFRIGERATION NORIZ HORIZONTAL RM ROOM A7.1 INTERIOR ELEVATIONS y . . 8 AIR CONDITIONING HR HOUR R.O. ROUGH OPENING A8.1 STOREFRONT PLAN ELEVATIONS �A i X �Cs=} ��1" m N r U ENGINEERS HRO HORIZONTAL ROUGH R.T.U. ROOF TOP UNIT A8.2 STOREFRONT PLAN # ELEVATIONS -1/4c, - m ASSOC ASSOCIATION OPENING S SOUTH N N " `' ASTM AMERICAN SOCIETY HVAC HEATING, SAI SHREMSHOGK Ag INTERIOR SECTIONS AND DETAILS �� � m o FOR TESTING 4 VENTILATING, AIR ARCHITECTS, INC. Aq.2 CASHWRAP DETAILS 0i . E MATERIALS CONDITIONING SAN SANITARY ■ A10.1 FITTING ROOM DETAILS :n - ATTN ATTENTION IN,(") INCH S.C. SOLID CORE A11.1 CONSTRUCTION DETAILS • o B- BASE INC. INCORPORATED SCH SCHEDULE BLDG BUILDING INSUL INSULATION, SAT SHEET A11.2 FRAMING DETAILS • BLK(G) BLOCKING) INSULATED SIM SIMILAR 0 SPEC SPECIFICATION 5 A11.3 FRAMING DETAILS • BM BEAM INT INTERIOR C ) BMPR. BUMPER L LONG SQ SQUARE ? V) „..„,, 7 A cr B.O. BOTTOM OF LAM LAMINATE S.S. STAINLESS STEEL A11.5 SEISMIC DETAILS • `n a BW BACKWRAP LAV LAVATORY STD STANDARD c7 CAB CABINET LB. POUND STL STEEL �;:' ' � '" • V CARG CARRIAGE LL LANDLORD T.B.D. TO BE DETERMINED A13.1 TOILET ROOM DETAILS 0 O CENT CENTER LN LINEAR TEL TELEPHONE �; CFO CERTIFICATE OF MAT'L MATERIAL THK THICK A14.1 NON-SALES DETAILS LINI c OCCUPANCY MAX MAXIMUM T.O. TOP OF AS.1 SPECIFICATIONS _� 11 C.G. CORNER GUARD MDE MEDIUM DENSITY TS TUBE STEEL CC Q A5.2 SPECIFICATIONS CLG CEILING FIBERBOARD TYP TYPICAL TOTAL SHEETS: 24 z UL UNDERWRITERS v G.L.,( ) CENTER LINE MECH MECHANICAL v) o CLR CLEAR M.E.P. MECHANICAL, LABORATORY 1t) r G.M.U. CONCRETE MASONRY ELECTRICAL, U.N.O. UNLESS NOTED STRUCTURAL ai OTHERWISE UNIT PLUMBING _ in CONG CONCRETE M51.0 NOT USEDEZZ. MEZZANINE VAV VARIABLE AIR ti) i VOLUME 52.0 NOT USED CONST CONSTRUCTION MANUF. MANUFACTURER Q C CONT CONTINUOUS OR MIL MILLIMETER VCT VINYL COMPOSITE < m CONTINUE MIN MINIMUM TILE D E Lo CONTR CONTRACTOR MIR MIRROR VERT VERTICALWikS 11 I NGTCIN SC1 U/4 R E TOTALS SHEETS: 0 z Q CT CERAMIC TILE .S. METAL STUD V.I.F. VERIFY IN FIELD `� CW CASHWRAP MTD MOUNTED W WIDE MEP _ - E § LI M D DEEP MTL METAL NI WITH E1.0 ELECTRICAL POWER PLAN 4 SYMBOLS- 0 q) DEPT DEPARTMENT (N) NEW W/0 WITHOUT E2.0 ELEGTRIGAL L ICHTING PLAN FIXTURE SCHEDULE - D.F. DRINKING FOUNTAIN N NORTH WC- WAINSCOT STORE #T. B . D . -� DIA,(0) DIAMETER N.E.C. NATIONAL ELECTRICAL ND WOOD E3.0 NOT USED DR DOOR/DRIVE CODE WT WEIGHT E4.0 ELECTRICAL PANEL SCHEDULES 4 RISER DIAGRAM DTL DETAIL NEMA NATIONAL ELECTRICAL 9585 SW WASHINGTON SQUARE ROAD ®2017 THE ARCHITECLIABILITY FOR T I ENGINEER ASSUMES NO DWG DRAW ING(5) MANUF. ASSOC. E5.0 ELECTRICAL SPECIFICATIONS RHESEpLIBiLITYORNyPRJECTOHERTHAN DRW DRAWER NFPA NATIONAL FIRE E5.1 ELECTRICAL SPECIFICATIONS USE OF THESI ALLYSUTH RIZ DByTH MTNDSIGN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED EA EACH PROTECTION Ero.O ENERGY CODE FORMS EL EV ELEVATION ASSOCIATION PORTLAND OR 97223ANDSEALEDEDF R SUCH IFI LOCATION STATE,PROVINCE OR TERRITORY SHOWN ON THE THIS EL EC ELECTRIC(AL) N.I.G. NOT IN CONTRACT MI MECHANICAL PLAN AND NOTES SEAL.SMEETIILDINGUSEISONLYAPPLICABLEIN AREAS MEETING THE STATED DESIGN CRITERIA ENG ENGINEER NO,(#) NUMBER M2.0 MECHANICAL SCHEDULES AND DETAILS • EQ EQUAL N.T.S. NOT TO SCALE ETC ETCETERA O.C. ON CENTER M3.0 PLUMBING PLAN, SCHEDULES AND DETAILS EXT EXTERIOR OFI OWNER FURNISHED M4.0 MECHANICAL SPECIFICATIONS EXT'G,(E) EXISTING ITEM 114.1 MECHANICAL SPECIFICATIONS E.J. EXPANSION JOINT OH OHIO FC FLOOR COVERING OPP OPPOSITE M5.0 NOT USED STORE NO: F.D. FIELD DETERMINE OSM OWNER SUPPLIED / TOTAL SHEETS: 11 __ F.E. FIRE EXTINGUISHER MATERIALS F.E.C. FIRE EXTINGUISHER OWSJ OPEN WEB STEEL GRAND TOTAL: 35 SHEETS CABINET JOISTS PROJECT LOCATION: FIN FINISH(ED) OZ OUNCES WASHINGTON SQUARE FL FLOOR(ING) P- PAINT 9585 SW WASHINGTON FLUOR FLUORESCENT PAF POWDER ACTUATED SQUARE RD SPACE #F01 , PORTLAND, OR 97223 • ABBREVIATIONS R DRAWING INDEX C DESIGN TYPE: j ..N�". OWNER LANDLORD SCOPE OE WORK: 1. THIS PROJECT WILL COMPLY WITH LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE cn ;., .,._ L REQUIREMENTS. ` :r.fl:.;i1.' , .'� =. . may- ' = F-. UNTUCKIT TI-1E MACERICI-I COMPANY THIS PROJECT 15 THE TENANT REMODEL OF AN EXISTING RETAIL SPACE IN AN REVISIONS: 2. THRESHOLDS SHALL BE NO HIGHER THAN I/2" ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE :F` �' t- "" '' ii *�' 900 N. MICI-•IIGAN AVE 401 WILSI-IIRE BLVD. EXISTING EXTERIOR CENTER AND INCLUDES NEW PAINT FINISHES, LIGHTING, AND I IN REQUIREDBY' DATE BEVELED WITH A SLOPE NO GREATER THAN2. - : J. =.,..-' ` l" :, I1,,:f,.:,1,0, ,t• 4 '' �• � �,, _ ��-�. - ,�. }:►�:: I,. � SUITE 700 STOREFRONT SIGNAGE. 1�,. ; _ � LEVEL 2 APPLICABLE CODES: 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS DOOR HARDWARE I - CN I CAGO I L 60611 , AEc SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 34" TD 44" ABOVE FINISH FLOOR AND y , , SANTA MDNICA CA 90401 BUILDING - - ,_ BUILDING CODE: OREGON STRUCTURAL SPEC. CODE 2014 DEPARTMENT COMMENTS 05/17/17 OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 5 LBS FOR EXTERIOR DOORS. ;i• ^- � ATTN: BRENT PAULSON 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CENTERED AT 60" ABOVE FINISH 1 ;i` j, •'` / TEL 646-483-3762 TENANT CODRD. PLUMBING CODE: OREGON PLUMB SPEC. CODE 2014 FLOOR ON STRIKE 51 DE WALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND ..�. ` JUSTIN LUNO €` _` ELECTRICAL CODE: OREGON ELEC. SPEC. CODE 2014 CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY -7'- a- l:. . . •s ;' El Ta-IE MACERICN COMPANY REQUIREMENTS, ,' •- f • I -.:'� �' ` _fe VI MECHANICAL CODE: OREGON MECH. SPEC. CODE 2014 5. PROVIDE ACCESSIBLE MANEUVERING CLEARANCES AT DOORS AS SHOWN ON PLANS AND IN . _''- -:_�� `_' ?`' :i' "_. . i��D ' G02-953-6776 COMPLIANCE WITH ADA AND ICC A117.1. . • ! _ J ;4 • • ' �. • . ENERGY CODE: OREGON EESC 2014 1 a S�REMSI-LOCKS „ I II - ACCESSIBILITY: CHAPTER 11 2014/ICC A117.1 2009 G. ACCESSIBLE DOORS MUST BE A MINIMUM 3 -0 WIDE X b -8 HIGH. ; ; I ��; ARCI 11TECTS, INC. 7. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AND HAVE M_ 1 W.c' y �1,il SEISMIC CATEGORY: D :� 7400 W. CAMPUS RD. STE 150. - CITYOFTIG CLEARANCES TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY UNTUGKit NEN ALBANY o1--I 43054 REVIEWED FORCAD$COMPL ANLL t "INDICATES NO REVISION TO THIS SHEET CODE REQUIREMENTS. ,. II, '1;: UILDING DESCRIPTION: LEVEL 1 OF 1 0 ATTN: ROBERT CAUGPRON I�roved; I 8. CASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY - go '- �' USE GROUP: M-MERCANTI �]1` G-� SC� �+a >� \� DRAWN BY: AMA u CODE REQUIREMENTS. SEE DETAIL SHEET Ac1.2 FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. o` .-.., , ;`, I4a TEL:614-545-4550 X177 CONSTRUCTION TYPE: IIS CHECKED BY: ELM q. G.G. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR a �� ti r� � 2-A/IOBC WITHIN 75' OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING ` _ I-11c SI� �j ��r- y REM 1-�OCK ENGINEERING, INC. IRE RATIN S: Address: � iif 'r""�"ii CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED Bi } NORTH 7400T W. CAMPUS RD. STE 150. Suite#„ �� ��~ � DAR BY FIRE DEPARTMENT INSPECTOR. :_= TENANT SEPARATION WALLS: 1 HR. 10. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA KEY, TOOL OR I+, NEW ALBANY, 01-1 43054 SALES/NON-SALES WALL: 0 HR. a�►�. �� nate: b ..a. Cil' SPECIAL KNOWLEDGE OR EFFORT. M.YI- AN CI-IRIS -IARRINGTON CEILING: CLASS "A" , � �) 11.957£f TEL:614-545-4550 X339 COLUMNS: 0 NR. - �FFI • GERALD 3%M MS = SERVICE CORRIDOR WALL: 1 HR. CE •COPY' GENERAL INFORMATION 1 ACCESSIBILITY P STREET LEVEL KEY PLAN K OWNER / PROJECT DIRECTORY F A. o- .. ___ OCCUPANT LOAD: 14:-(2''f. ��� r - SALES AREA: 1257/30 - 42 ~© : 0. -, 4 g ,- f .4 � 1> .,:,,,„,,,,,,„ ,. STOCK AREA 365/300 - 205 19117 ELEVATION REFERENCE MP CODED NOTE C tt ) : � : f t .fie Tay a`31- - r F i 7 ❑ � !G r s -• : psi l .Nv t �� = -_ �" -1;. :_• � TOTAL: 44 ti ,�� �+::' `= �ny� ��. .� � ' 'x'- 4 8e #fit �. ..��,., - , , -, # x _ 1 [� =� AREA CALCU LAT I ONS: EGRESS: . ;� ia• ,T � 1r✓ $ .y�.• `L!'t n E: '3 .!'FE;::: tL 4 .,4:3 ik SECTION REFERENCE ® CEILING 1-IEIGHT/FINISH SYMBOL l� _ � • q p� , s' ,4YF` EXITS REQUIRED: -x . _ I x ,. ;' .� ' . AREA AS 1 689 SQ. FT. y GROSS RE (LEASED): ..•' - 7 ,�:�, „ .��'° 'a 2 SAF ' EXITS PROVIDED: I SECTION DETAIL REFERENCE - FINISH SYMBOL O , :' ��: .- Q, • .„..4,,,z7-„,....„, 'w �� �T"` DRAWING TITLE: PLUMBING FIXTURES: MALE FEMALE UNISEX ; x ; x = � w„ GROSS AREA (CALC.): - - 1 ,� :A a : - , r cr 1622 SQ. FT. LAVATORIES: TITLE SHEET _1 `` � slz: -- - - WATER CLOSETS: 1 { ' �, °a "'"� * v Z ' z GROSS SALES: 1257 SQ. FT. ENLARGED AREA REFERENCE ROOM NAME lel h,-4.4 .:: --„ 1 w, . URINALS: L_J •. --*_ 4.I 4-: ' . 'i _ GROSS NON-SALES: 365 SQ. FT. k `� ; Eke DRINKING FOUNTAINS: NOT REQUIRED a _ �� • A REVISION SYMBOL Ellix WALL TYPE x - ~ 8+'S.¢ yg ' *., • PUBLIC ACCESS NOT REQUIRED DATE (mow) .17 w� PGC Sylvania,R o4io7/17 Y , do �� SERVICE SINK: NOT REQUIRED DOOR IDENTIFIERRik STOREFRONT FRONTAGE: 151 -311 L.F. • - � - �''s INTERIOR/EXTERIOR SIGNAGE TO BE PROJECT NO: 1"i• ,.srA' � -, , l t' SUBMITTED UNDER SEPARATE COVER 170128 o_ ELEVATION x' - X' A.F.F� v REFERENCE NORTH WASHINGTON SQUARE /�� DRAWING NO: 0 N_ 9585 5W WASHINGTON SQUARE ROAD // \\ PORTLAND, OR 97223 - [/ �] COLUMN CENTER LINE 4'7 d L LOCATION MAP AREA CALCULATIONS CODE INFORMATION A G1 . 1 SYMBOLS N J E 0 - L = LANDLORD NOTES: L = LANDLORD NOTES: OWNER: 0 = UNTUCKit'S/ONNER ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 0 = UNTUCKit'S/OWNER ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR GC = GENERAL CONTRACTOR ,, 0 • p GC = GENERAL CONTRACTOR p • G.C. TO SUPPLY AND INSTALL ALL BLOCKING, AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS CI �, EC = ELECTRICAL CONTRACTOR W J EC = ELECTRICAL CONTRACTOR W J W G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS U NTU KIt MC = MECI-IANICAL CONTRACTOR .� J O ALL BLOCKING TO BE FIRE RETARDANT TREATED MC = MECI-IANICAL CONTRACTOR J J 0 ALL BLOCKING TO BE FIRE RETARDANT TREATED SHIRTS DESIGNED TO FPC = FIRE PROTECTION CONTRACTOR C- CL- `'� Z BE WORN UNTUCKED. I— G.C. REQUIRED TO NOTIFY OWNER'S REPRESENTATIVE W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE a. I— G.G. REQUIRED TO NOTIFY OWNER'S REPRESENTATIVE IN WRITING W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS E = EXISTING 0 Cl) j MISSING E = EXISTING D Cl) W ARE MISSING 379 WEST BROADWAY z U) Z NEW YORK, NY, 10012 ITEM PROPRIETARY VENDOR / COMMENTS ITEM PROPRIETARY VENDOR / COMMENTS ARCHITECT 1 ENGINEER: DIVISION 01-GENERAL REQUIREMENTS DIVISION 11-(NOT USED) .. PERMITS, FEES, INSURANCE CERTIFICATES, ETC. O G PERMIT APPLIED FOR BY TENANT / PICKED UP AND PAID FOR BY TENANT G.G. DIVISION 12-FURNISHINGS v v d BARRICADE, PHASING PARTITIONS AND DOORS G G COORDINATE REQUIREMENTS WITH MALL REPRESENTATIVE `FURNITURE / FIXTURES AND HARDWARE O G 5 ALL NEW FIXTURES AND HARDWARE ARE TO BE UNPACKED AND READY FOR INSPECTION BY UNTUCKit'S P.M. ON THE DAY OF PUNCH o w m BARRICADE GRAPHICS O G LANDLORD APPROVAL REQUIRED - REFER TO SHEET A1.1 CASHWRAP / BACKWRAP O G 5 COORDINATE ALL ELECTRICAL RUNS E E • y - - - . - _ - --- -___ - - - - - - _ - - - -- - - . - - - - -- -- - - - - - FITTING ROOM CURTAIN FRAME AND HARDWARE G 0 . . 5, G 50 CO .5. 3 tri -i TEMP. UTILITIES AND EQUIPMENT G G PROVIDE ACCOUNT NUMBERS TO OWNER (G.C. TO NOTE NUMBER OF WEEKS AND COST PER WEEK IN BID) FITTING ROOM BENCH 0 G 5 SECURE ADA BENCH TO WALL V c m o RECEIVING AND UNLOADING OWNER SUPPLIED MATERIALS G G 2 PROVIDE LABOR DURING CONSTRUCTION AND AT END OF PROJECT (OFF-LOAD MERCHANDISE TRUCK AND FOR TRASH REMOVAL) FITTING ROOM ACCESSORIES 0 G 5 I i FINAL PROFESSIONAL CLEANUP AND TRASH REMOVAL G G INCLUDE 3 MAJOR CLEANINGS IN BID (BROOM CLEAN FOR PUNCH, TURNOVER AND OPENING) �_PREFABRICATED DISPLAY WALL SYSTEMS (SALES AREA) o G 5 REFER TO DETAILS AND MANUFACTURER'S DRAWINGS ) FINAL JOB SITE PLANS G G INCLUDE 6' 0 PLAN STORAGE TUBE CN.ilPICn 1 VJICINC CYCTCM (crIDCn Tr,CK) O C G.G. TO rROVIDC DLOGI(I11G nc CR TO rLArr u, eD - CO - CERTIFICATE OF OCCUPANCY G G POSTED IN 8 1/2' X 11' FRAME OVER ELECTRICAL LIGHT SWITCH IN BOW NON SALES AREA SHELVING O G 2 `T Z ALLOWANCES IN BID G G ALLOWANCES IN BID ARE TO BE INCLUDED IN BID AS NOTED AND SHALL BE JUSTIFIED AT THE END OF THE PROJECT. NON-SALES SHELVING / HANGING SYSTEM O G Q C>:'‘ DIVISION 02-EXISTING CONDITIONS WALL SYSTEM o G W p < DEMOLITION AND HAUL OFF G G REFER TO DEMO SHEET, COORDINATE WITH CC LANDLORD, DEMO TO BE COMPLETE BY END OF WEEK ONE; G.C. TO BREAK OUT DEMO COST DIVISION 13-SPECIAL CONSTRUCTION-(NOT USED) C 'S 2 O i'°SITE VERIFICATION OF EXISTING CONDITIONS G G SITE VERIFICATION OF EXISTING CONDITIONS REQUIRED BY ALL SUBS PRIOR TO THE SUBMISSION OF FINAL BID DIVISION 14!DIVISION 20-(NOT USED) a M .4-•8 - 3 ,a; DIVISION 03-CONCRETE DIVISION 21-FIRE SUPPRESSION SPRINKLER SYSTEMS t DIVISION 22-PLUMBING!DIVISION 23-HVAC ai Nt. CONCRETE CL/.D / I►IrILL C SPRINKLER STUB E - 1 V) eQ C _ GCMIGRCTC LAD rA.TG►4t11G, LCVCLW4C AND CUTTING Q J GRCM L �IIJ.J F-I LE4''EL 9tiRffAt'L eee95T P9R TqtePtearote'Teg ee'L tlCt'P'E'D eM eteprefreior ow mem Cit' 41PIC Bt8 PJIU 1) SPRINKLER MAIN E - 1 . S U a. FLOOR LEVELING ARDEX G G G.C. TO CREATE SMOOTH FINISH OVER EXISTING TILE USING ARDEX - COORDINATE WITH OWNER'S P.M. SPRINKLER GRID FPC/E E 1 0 g '''D DIVISION 04-(NOT USED) SPRINKLER MODIFICATIONS FPC FPC E s 3 DIVISION 05-METALS PLUMBING STUBS ( SAN., DCW, VENT) L L .0 ,fid, zi -ARUCTUrML DTCCL C C RCrCR TO DTRUGTURAL rLAtlo AND DrCG1ricATIOII3 PLUMBING WORK AND FIXTURES/APPURTENANCES REQUIRED FOR MC MC ROUGH-IN STRUCTURAL AND LIGHT GAUGE METAL FRAMING G G PLUMBING FIXTURES MC MC C2017 THE ARCHITECT!ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN TENANT SEPARATION WALL STUDS E - EXISTING TENANT SEPARATION WALLS TO BE PATCHED * REPAIRED AFTER DEMO OF EXISTING DISPLAY SYSTEM (G.C. TO VERIFY FIELD CONDITIONS) WATER METER MC MC SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE MECHANICAL EQUIPMENT MC MC NEW FAN POWERED VAV. MECHANICAL CONTRACTOR TO HIRE LANDLORD'S CONTROLS CONTRACTOR TO FURNISH DDC CONTROLS. SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. DIVISION 06-WOODS,PLASTICS AND COMPOSITES now- cun>ac ROUGH FRAMING, BLOCKING AND FURRING G G REFER TO PLANS AND DETAILS FOR LOCATION, HEIGHT AND TYPE ALL DUCTWORK (LOW AND MEDIUM PRESSURE,FLEXIBLE DUCT, ETC.) E/MC MC FINISH CARPENTRY G G REFER TO ARCHITECTURAL FINISH PLANS AND ELEVATIONS (ALL INTERMEDIATE AND CORNER SEAMS ARE TO BE MITERED AND POLISHED SMOOTH) AIR DEVICES - DIFFUSERS GRILLES AND BAFFLES MC MC (AG .rAl MLI._, — YIAL-L. ,Ai 411/OM .rLl Ltlly — ' STORE NO: DIVISION 07-THERMAL AND MOISTURE PROTECTION MANUAL BALANCING DAMPER MC MC -- - I-IATC1- RW "'G"^i3A'ir'IC Cr..N`_N/LTC '- -1174•'r'--AT A' l RrCTR"QM^ !r,"Iii r^R l"''Dv' C" T9R'A e rVA,. '.' i.du r Ilci �iuc-nr.1. "—A..> - - PROJECT LOCATION: GATT t►ICulATIGN C ^ rnGv'Dc AT GYr'1r•4' .-XX-n'o12 HALL' i Olefo:DG .,,IC .,....!•'8 /1,1G 1,./C f.-eltl. - - WASHINGTON SQUARE SOUND BATTING / ATTENUATION G G PROVIDE AT RESTROOM WALLS THAT ARE ADJACENT TO SALES AREA OR FITTING ROOMS RCLICr AIR ACCC33 AND DUCT►40RIc 9585 SW WASHINGTON nCOrl►IC rDICTnA•TICVIC AND rl/.CI II/ICC C GOCRDINATC MTI I LL ANDD LIC. fCCUM7CD ROOFER. C)(ICTIMG TO DC P+G 'WICB. RCrER T6 MCCWJIICAL Dr .I IIIIGG. "JI fJnL Lvr,.. /AIYV ....I1 I r.va_J _ _ SQUARE RD - SPACE #F01 FIRE PROOFING / STOPPING G G G.C. TO VERIFY EXISTING CONDITION (G.C. TO CARRY ALLOWANCE IN BID FOR PATCH 4 REPAIR, COST TO BE JUSTIFIED AT THE END OF THE PROJECT) _15JCT JI IeI.L DI_Ti..I VI.T ' - - PORTLAND, OR 97223 SEALANTS AND CAULKING G G FIRE CAULKING - PER LOCAL CODE S...11Lir,, IrcR.r — — A DESIGN TYPE: -. •- -• --.. L-- .._N_ CHIT r4!_ATCI._./ - - wassamenameowel TEMPERATURE CONTROL SYSTEM MC MC MECHANICAL CONTRACTOR TO HIRE LANDLORD'S CONTROLS CONTRACTOR TO FURNISH DDC CONTROLS. • DIVISION 08-OPENINGS • TOILET EXHAUST FAN MC MC REVISIONS: METAL DOORS, FRAMES AND HARDWARE E/G E/G REFER TO DOOR SCHEDULE. G.C. TO STRIP, SAND, PATCH 4 REPAIR EXISTING METAL DOORS TO 'LIKE NEN' CONDITION TOILET EXHAUST DUCTWORK AND ROOF CAP MC MC REQUIRED BY: DATE ACCESS PANELS G G AIR BALANCE REPORT MC MC STOREFRONT GLAZING SYSTEM E/G E/G G.C. TO PATCH / REPAIR / CLEAN TO 'LIKE NEW' CONDITION (G.C. TO CARRY $500 ALLOWANCE FOR GASKET REPLACEMENT IN BID, COST TO BE JUSTIFIED AT THE DIVISION 24/DIVISION 25-(NOT USED) END OF THE PROJECT) LOCK CORES (EXTERIOR AND INTERIOR DOORS) E G G.C. TO CHANGE AT TIME OF TURNOVER, COORDINATE WITH PROJECT MANAGER DIVISION 26-ELECTRICAL/DIVISION 27-COMMUNICATIONS/DIVISION 28-ELECTRONIC SAFETY AND SECURITY I MAIN SNITCH / OVERCURRENT PROTECTION IN LANDLORDS ELECTRICAL STOREFRONT ENTRY DOORS AND HARDWARE E/G E/G G.G. TO PATCH / REPAIR / CLEAN TO 'LIKE NEN' CONDITION. G.G. TO CLEAN, RE-OIL AND RE-GREASE AT HINGES, LOCKSETS, DOOR CLOSURES, ETC. ROOM E E TENANT ELECTRICAL METER E E I DIVISION 09-FINISHES MAIN SERVICE CONDUIT E E I CEILINGS G G MAIN SERVICE WIRING E E I PAINT G G REFER TO FINISH SCHEDULE. TELEPHONE CONDUIT AND PULL STRING TO SPACE E E 1 WALL COVERING O G REFER TO FINISH SCHEDULE TELEPHONE CONDUIT AND PULL STRING FROM STUB TO BOARD E/EC E/EC EC TO EXTEND EXISTING TO TELEPHONE BOARD LOCATION 'INDICATES NO REVISION TO THIS SHEET FLOORING G/O G TELEPHONE WIRE FROM LANDLORD ROOM TO TENANT BOARD E/EC E/EC EC TO EXTEND EXISTING TO TELEPHONE BOARD LOCATION r WALL BASE G G TENANT ELECTRICAL PANELS E E REFER TO SHEET E4.0 DRAWN BY: AMA CHECKED BY:ELM / • WALL TRIMS G G NEW HALL TRIM PROPOSED FOR SALES AND FITTING ROOM AREA ONLY TENANT ELECTRICAL TRANSFORMERS E E EXISTING TRANSFORMER TO REMAIN EXTERIOR STOREFRONT FINISHES E - HVAC POWER CONNECTION AND DISCONNECT EC EC GYPSUM BOARD, TENANT SEPARATION PARTITIONS E G G.G. TO PATCH AND REPAIR EXISTING DRYWALL FINISHES AS REQUIRED TO ACHIEVE LIKE NEW CONDITION AND TO MAINTAIN FIRE-RATING CONDUIT, WIRING AND DEVICES E/EC E/EC c�` ' r�`j� GYPSUMBOARD G G LEVEL 4 FINISH LIGHTING FIXTURES / LAMPS E/O E/EC �► it V,� " '�"3 LIGHTING AND SIGNAGE CONTROLS E/EC E/ECbooi ERMA S.SHREMSHQCK MALL FLOORING G G OBTAIN FROM MALL OPERATIONS (COORDINATE WITH LL PRIOR TO BID) TELEPHONE PANEL EC EC • 3769 • FLOOR TRANSITION STRIPS G G REFER TO TRANSITION DETAILS SHEET TELEPHONE AND DATA CONDUIT • E/EC E/EC (p r 4 CORNER GUARDS G G REFER TO DETAIL G/Ai4.1 TELEPHONE, DATA, AND SECURITY CABLING E/EC E/EC CAT 6E IS REQUIRED FOR ALL LOW VOLTAGE CABLING- CABLE BY EC, PUNCH DOWN BY OWNER OF " � ItntALJ 6 C 1 P Q CrC/Kcn^ AND RACY BOXCc 04/10/17 /tcteftwoiffiertelrePLN-Miber ..3'ENTRYMAT (TIIrO11 DOHN) 0 C RLFCR TC rLAI43 FIRE ALARM SYSTEM EC EC MIRRORS O G REFER TO FINISH SCHEDULE (GLASS PANELS AND HOOD TRIM SUPPLIED 4 INSTALLED BY OWNER, G.C. TO INSTALL) SHOPPER TRACK CONDUIT AND WIRING EC EC CLCGCD C'r^W'T CCCWRiITY CYCTCM CQ►IDIrIT A'ID I-IIRIHC cYCTC DIVISION 10-SPECIALTIES swumswumM DRAWING TITLE: GENERAL NOTES DEFINITIONS STOREFRONT SIGNAGE 0 G • • - - - - • - ` - - " ' - ' ' ' . 1. THIS RESPONSIBILITY MATRIX DELINEATES: 1. SUPPLIED - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK I. CONTRACTOR TO VERIFY EXISTING CONDITION IS ACCEPTABLE FOR ALL NEW WORK. < • OWNER AND LANDLORD SUPPLIED ITEMS UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 2. CONTRACTOR IS RESPONSIBLE FOR UNLOADING OWNER SUPPLIED CONSTRUCTION ITEMS. RESPONSIBILITY `f#41`I411e& C/6 LAS Q.G. TC RLrrA,R / G�L/A1/ 'R. 111.L rem. G.JIII rria,4 • OWNER AND LANDLORD INSTALLED ITEMS 2. INSTALLED - DESCRIBES OPERATIONS AT PROJECT FROM INSPECTION AND UNLOADING CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING • ITEMS TO BE PURCHASED THROUGH DESIGNATED TO COMPLETION IN PLACE, READY FOR INTENDED USE. PROVIDED BY OWNER. CONTRACTOR IS RESPONSIBLE FOR ANY EXPEDITED SHIPPING COSTS AND SCHEDULE DLA!)L 31614 C/C C,‹ Q.G. TC A,R / G>_L"fAP* TH twee i4i•►t' CJlis1T,l'JM NATIONAL SUPPLIER PROVIDING LABOR AND EQUIPMENT ITEMS. ALL DELIVERIES REQUIRED TO HAVE LIFT GATES. • EXISTING LANDLORD WORK TO BE VERIFIED BY G.G. 3. CONTRACTOR REQUIRED TO PURCHASE FROM SPECIFIED VENDOR AND RESPONSIBLE FOR SIGNAGE - INTERIOR SIGNS AND GRAPHICS O G G.C. TO PROVIDE BLOCKING / REFER TO APPROVED SIGN SHOP DRAWINGS 2. SEE M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION COORDINATION AND DELIVERY 3. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE 4. E.G. TO PROVIDE CONDUIT AND J-BOXES AS REQUIRED - REFER TO ELECTRICAL DRAWINGS. DOCUMENTS ARE ARE PERMITTED, U.N.O. 4 APPROVED SY THE OWNER. 5. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, SIGNAGE - ACCESSIBLE, HVAC AND SERVICE DOOR G G PER TENANT CRITERIA AND LOCAL CODES U.N.O. 4 APPROVED BY THE OWNER. 6. CONTRACTOR 15 REQUIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED MATERIAL, FIXTURES 4 DATE ISSUED: HARDWARE IMMEDIATELY UPON RECEIPT 4 REPORT DAMAGES, IMPERFECTIONS OR MISSING ITEMS BLOCKING FOR SIGNAGE AND AWNINGS G G G.C. TO COORDINATE SIZE REQUIRED AND INSTALL DATE WITH UNTUCKit S PREFERRED VENDOR BY WEEK 2 OF CONSTRUCTION WITHIN 24 HOURS OF RECEIPT - FAILURE TO DO SO CAN RESULT IN BACKCHARGE. - 7. UTILITY SET-UP BY CONTRACTOR REQUIRED TO BE COMPLETED BY WEEK I OF POSSESSION. ALL 04/07/17 - --- - - - - - - - - - - - -- -- - - - - C 1 - - . . - - - UTILITIES INCLUDING GAS MUST BE TURNED ON PRIOR TO C.O. VINYL WINDOW GRAPHICS O 0 G.G. TO COORDINATE PROJECT NO: FIRE EXTINGUISHERS) E/G E/G AS PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL (2-A OR 2-A/IO BC) 170128 - q „ FITTING ROOM CURTAINS 0 G 2,6 PARTITION CURTAINS 4 HARDWARE TO BE PROVIDED BY OWNER 63 DRAWING NO: CTOT1CrnOtIT D/JIMCR CICJk 9 G , - 4 - cY d Lo G 1 2 r G1a2 RESPONSIBILITY SCHEDULE A 0 REGULATIONS 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODE SUPPLIED INSTALLED MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES OWNER: 1. THE CONTRACTOR SI-4ALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE 6• ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS IN COMPLIANCE WITH LOCAL CODE. AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL 2. BEFORE COMMENCING WITH THE WORK, THE G.C. SHALL SHOW EVIDENCE OF ALL THE INSURANCE 7. DRAWINGS AND ERRORS ENGINEERINGOM5APPEARS ON CONTRACT BOGIMMEDIATELY NOT TOR SIN WRITING. NOTE: G = GENERAL CONTRACTOR, 0 = UNTUCKit / OWNER AND E = EXISTING UNTUCKit , REQUIREM ENTS. SHIRTS DESIGNED TO 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. - RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES 8. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CMU, CONCRETE COLUMNS OR GRID LINES AND CEILINGS BE WORN UNTUCKED. AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED OR DETAILED. CABINET OPENING DIMENSIONS 379 WEST BROADWAY 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN ARE TO FACE OF FINISH GYP. BD. GLG-1 G G GYPSUM BOARD N/A 5/8" SUSPENDED GYPSUM BOARD SALES FLOOR, FITTING ROOMS AND HALLWAY/CORRIDOR NEW YORK, NY, 10012 IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERSBY. q. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. AND CONFIRM WORK IS BUILDABLE AS SHOWN, ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE ACOUCTICAL9 f Rr.4.661C >4. G 6ye.6p T6C 6*6T6x M, 2'x1' 1Cr1.‘" 141IITC TILL, 1-1115 rR 16CUCD "CCCCPID LCcr .. II" b. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL SE IN FULL ACCORDANCE WITH THE LATEST IMMEDIATELY REPORTED TO THE ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE CLC 2 C C TILE ARMSTRONG .Je1 CN;.+ON 6R+19 X5TEP9 / & T64•6L'!R (MGeIUM TGXi.) I ARCHITECT/ENGINEER: SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. OF ANY WORK IN QUESTION. 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT 10. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN ACOUSTICAL GRID: TYPE FIELD 1, PRELUDE XL 15/16" EXPOSED TEE SYSTEM, COLOR: WHITE T1 LE: CORTEGA #747 - LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES GLG-3 G G ARMSTRONG SUSPENSION GRID SYSTEM TILE (#823 FIRE RATED), 24"x48x1/2" NON-DIRECTIONAL, COLOR: WHITE t ti E E AND ORDINANCES. 11. OWNER'S REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS, t L 8 8 8. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. /C i1CCUCTICAL i ATG 6 1- - 1' T40 R•EM4+111. RCrCR -F6 C.''. T^ ''-6.r/'.�#-•Rr�- • - -)44rr_'',i'11D RCr6,rtrr Trr-r *�,4A4,4r- r' +, ' v .: . ti r A L L J! q. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS r3UILDING ENVELOPE 111 t .G PM-1- r t..,IFW/-111AIr1 I1T-1= TI r ACL<_ r,` A f T TII k 11.1 iii 1lip �r,P 1wwI./`C1"Ir Q •k y 8 DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 1. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT. CLG-5 G G GYPSUM BOARD - EXISTING G.C. TO PATCH/REPAIR AS REQUIRED TO ACHIEVE 'LIKE-NEW' CONDITION, AS REQUIRED. V.I.F. 8 8 Fel 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE U N JOB SITE OPERATIONS SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. mm 1. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON 0 .c. 3 AND NEIGHBORING TENANTS. BOTH SIDES OF CROSSING / PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION. PAINT U) -; 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE v L COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND LANDLORD PRIOR TO CUTTING/ CORING. P-IA G G PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE INTERIOR LATEX: EGGSHELL = 76,. .6 MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS P-1B G G PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE INTERIOR LATEX: SEMI-GLOSS (AT DOOR LOCATIONS) 0 SHALL BE REMOVED FROM THE SITE PROMPTLY. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL f' AND DISPOSAL OF ALL TRASH, 1NCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND P-1C G G PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE INTERIOR LATEX: FLAT (AT CEILINGS) (IA BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS 3. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. P-2A G G PAINT SHERWIN WILLIAMS SW G1176 DRESS BLUES INTERIOR LATEX: EGGSHELL 2 o - CONDITION, U.N.O. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. - 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.N.O. P-3A G G PAINT SHERWIN WILLIAMS SW 706q IRON ORE INTERIOR LATEX: EGGSHELL I MATERIALS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE P-4C G G PAINT SHERWIN WILLIAMS SW 6258 TRICORN BLACK INTERIOR LATEX: FLAT 0 1, WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTSW c NOT IN CONTRACT, THE G.G. SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE P--5C G G PAINT SHERWIN WILLIAMS SW 7643 PUSYWILLOW INTERIOR LATEX: FLAT . , 2. G.C. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO PROVIDE A CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING NO SUBSTITUTIONS ALLOWED. REFER TO SHEET AS.2 FOR PAINTING AND PRIMER SPECIFICATIONS. PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR U `� TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THECC FINISH SYSTEMS SPECIFIED. `� PROJECT (OWNER-PROVIDED OR OTHERWISE). G.G. SHALL NOTIFY OWNER'S REPRESENTATIVE IN DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE Z gra WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF THOSE ITEMS THAT MAY CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. NOT BE READILY AVAILABLE. IF NOTIFICATION 15 NOT PROVIDED TO THE OWNER'S :1)(22 0 '- mr In mr REPRESENTATIVE, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND WALL COVERING : T FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WG-1 O G WOOD - TONGUE GROOVE WOOD SLATS WHITE WOOD PLANKS PAINTED P-1A. PAINT WALL BEHIND P-IA PRIOR TO INSTALLING V ADDITIONAL COST TO OWNER. WORK. IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD s... 'o 4-: Q 3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS 50 AS NOT TO CREATE A VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE VIA PHONE BREWSTER HOME CC - HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME (OR EMAIL PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER DISCREPANCY HAS BEEN WC-2 0 G WALL PAPER WINE CRATE WALL COVERING APPLY TO WALL AT SALES/NON-SALES OPENING. CONTINUE INTO HANGING NICHE 1 `� ) FASHIONS 0 a P SHALL BE PERMITTED. IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C. FOR ANY WORK DONE 0 E 4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE ANY OWNER REGARDING THAT MATTER. WHITE-PEBBLE SURFACE P-100 E Tt WAINSCOTING WITH M370 EDGE CAP, M350 FURNISHED ITEMS (OF!) SUPPLIED AND DELIVERED TO THE JOBSITE, OR OTHER AGREED UPON FRP-1 G G (FRP) MARLITE INSIDE CORNER, M3b0OUTSIDE TOILET.ROOM(S), MOP SINK WALL(S) AND DRINKING FOUNTAIN WALLS LOCATION, AND FORWARD THE RECEIVING DOCUMENTS) TO THE OWNER o r 5. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE (1) GALLON OF PAINT OF EACH COLOR CORNER AND M365 DIVIDER (fil E o FOR FUTURE TOUCH-UP WORK. rn. :- 6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY OWNER. FLOORING 7. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT ' 4 4:D2017 THE ARCHITECT/ENGINEER ASSUMES NO SALES FLOOR; RANDOM STAGGER. APPLICATION METHOD: DIRECT GLUE-DOWN. FOLLOW RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR FC-1 0 G MINC. AMTICO RECLAIMED b" X 360 LVT PLANK MANUFACTURER'S FLOOR PREPARATION AND INSTALLATION INSTRUCTIONS. ADHESIVE TO BE AND SPECIFCALLYAUTHORNS FOR IZEDBV EMPROJECT TAND SI HER THAN 8. G.C. RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR DELIVERY INCLUDING, MILL, 1N , OAK RETURN OF ANY EXCESS MATERIALS SUPPLIED BY G.G. AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE _ - SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN DRAWINGSNON-SALES: STOCK ROOM, HALLWAY/CORRIDOR AND TOILET ROOMS - IMPERIAL TEXTURE, 1/4 TURN AREAS MEETING THE STATED DESIGN CRRERIA. I. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE FC-10 G G VINYL TILE ARMSTRONG 12"x12" STANDARD EXCELON VCT INSTALLATION, CLEAN, POLISH AND WAX PRIOR TO TURNOVER. (DRITAC 6200 PREMIUM FLOORING RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. 'SANDY BEACH' NO. 51g2q ADHESIVE BY G.C. - NO SUBSTITUTIONS) VERIFY LL REQUIREMENT FOR WATERPROOF MEMBRANE, IF FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, - REQUIRED USE LATICRETE 8235 OR APPROVED EQUAL SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING NON-SALES: STOCK ROOM AND HALLWAY/CORRIDOR (IF ALLOWED BY CODE) AS REQUIRED BY CODE; MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT A5 DEFINED WITHIN THE DOCUMENTS 12"x12" STANDARD EXCELON VCT IMPERIAL TEXTURE - CLEAR PATH AND CLEAR AREA IN FRONT OF ELECTRICAL EQUIPMENT; CLEAN, AT TIME OF BID. FC-11 G G VINYL TILE ARMSTRONG 'HOT LIPS' NO. 57515 POLISH AND WAX PRIOR TO TURNOVER. (DRITAG 6200 PREMIUM FLOORING ADHESIVE BY G.G. - NO 2. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL SUBSTITUTIONS) STORE NO: BE BROUGHT TO THE OWNER'S ATTENTION (VERBALLY 4 DOCUMENTED IN WRITING) BEFORE - __ PROCEEDING WITH WORK. 1-C 12 C Y 1� +KI•! r1\Ff+lEr L00AT ,L..E ,,6,C L 44 T4? 6.1_605614C b C L44C, PURCI'ACC C6• R LY rerl LA*+91.-6 9 3. SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS THE OWNER'S REPRESENTATIVE SHALL BE INFORMED (VERBALLY 4 DOCUMENTED IN WRITING) OF - _ - PROJECT LOCATION: 1-I ..1-il ranlr i.n- I L 4-YI4i 3 I(_ r rwr i'l- 7I- n,1-aNt-.AI L'-. icrr i1 - r r]Air v4- I L Irl iiF ,-.F/\I 1-11 THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER'S REPRESENTATIVE SHALL PROVIDE F WASHINGTON SQUARE DIRECTION AS TO HOW TO PROCEED. 1-1 _1a - - (t / Wt 1171-l - r 1-) wl If II 1 1-'1 I1 NK5 r_ r 1 1-a r I {_J1nI/l?F-{-1 A IF.+ nlVl I 41i-4-I NI I4I-i !14-. ,-.SFr 14-I1-1 I ' 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION. NOTIFY 9585 SW WASHINGTON OWNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY IF THERE ARE ANY DISCREPANCIES, SQUARE RD NALL BASE SPACE #FO1 I B-1 G G WOOD MILLWORK VENDOR 3/4" x 7" CLEAR POPLAR SALES FLOOR - SCRIBE TO 6" (AT HIGH POINT); PRIMED, FINISH AS PER SPECIFICATIONS ON SHEET AS.2 PORTLAND, OR 97223 GENERAL NOTES L 5-2 G G VINYL ARMSTRONG 4" COVE BASE; 'JET BLACK' NON-SALES: STOCK ROOM, HALLWAY/CORRIDOR AND TOILET ROOMS DESIGN TYPE: NO. 60 DOOR INFORMATION FRAME INFORMATION NALL TRIMS r w MARK FIRE HEADtJAMB NOTES I I REVISIONS: LOCATION NOMINAL SIZE MATERIAL FINISH • MATERIAL FINISH HDWR RATING DETAIL . . MIRRORS REQUIRED SY: DATE 2 PR. 3'-0"W. x (E) TEMP. GLASS (E) - EXISTING ENTRY DOOR TO REMAIN WITH ALL DOOR HARDWARE. 101 ENTRY q'-1 3/8"H. x 1 (E) ALUM. - - A ' - / ALUM. GLASS/MCL. LOCKSET TO SE REKEYED . . h =e u""21H.-iT -j4/l.- •11b111• -:eIr .. E /;J Ina I MOM M. ,M .11 II Q11... a _ 3/4" • 102 SALESl 3'-0" x Tu 0" x 1 WOOD P-1B WOOD P-SB - - 13 NON-SALES 3/4 SPECIAL FINISHES 103 TOILET ROOM 3'-0"W. x 7` 0"H. x 1-IOLLOW METAL P-1B HOLLOW METAL P-1/3 - - D SF-1A E - GLASS - STOREFRONT GLAZING EXISTING STOREFRONT GLAZING TO REMAIN. G.C. TO CLEAN TO 'LIKE-NEW' CONDITION 1 3/4" _ 31-0" x 7'-0" x 1SF-I13 G G GLASS - STOREFRONT GLAZING NEW STOREFRONT GLAZING TO MATCH EXISTING 104 SERVICE 3/4" HOLLOW METAL P-1B METAL P-1B - - F _ _ .. . -,t--'�1i t.. t.. '1.1E- t n1- - 7NIntI)T 71nt t�tT77 t It tnl - I r1}-' KI1=LI c1 ECptIKIT I„IIAItIrII.t •'P Mt ILLi/1A) Tft t-1ATrt t EVI 1'nir r r Tn EI ErTDnaTAT;P (KI) AKip (F) I A1L11 1 1- 3 f 7 MLI 41 u '-,f-_-(!S NIFLA! CTr'FFrpnkT In POrl)I,J F1nTT()M MITI I ink! -t-r) MAT('LI FVIC,TI►J( r r TO) FI FrTi?nc,1 Tir (NI) Akin yL•.."1t-'. I.. r� 1.1 I- 1 Al - 3..fTlQ11/ 1 Ni.II I If 111, - }-ifa 1 t r 1-n ` I Fi IntL71 1F 37 T I IJS I t Li `-,�--,,.:a. ALUMINUM •INDICATES NO REVISION TO THIS SHEET :r 3A E C COMrOCITE OMEGA LITE fTORcrReiNT NCH bP 141 0•4441T E1_ #i{-Jie1 COP reCAT-C 119 TEIRISi{_ r. cL MATERIAL DRAWN BY: AMA SF-35 G G BRAKE METAL - STOREFRONT NEW WHITE BRAKE METAL PANEL. CHECKED BY:ELM SF-4A 0 G OPAQUE FILM - STOREFRONT NEW WHITE FILM APPLIED TO (E) STOREFRONT GLAZING. FINISH TO MATCH WHITE BRAKE METAL. FILM TO BE APPLIED TO INTERIOR AND EXTERIOR SIDES OF GLAZING AS REQUIRED. OS , MISCELLANEOUS FINISHES ,'.) A. (E) EXTERIOR ENTRY DOORS - HARDWARE SUPPLIED AND INSTALLED BY G.C. DOORS SHALL BE OPERABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL PVC SYNTHETICL"a HARDWARE: KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED MG-I 0 0 LEATHER - DARK BEIGE GASHWRAP MILLWORK FINISH �S.BHR MOCK gt\k:ERA EXISTING HARDWARE TO REMAIN U.N.O. G.G. TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED. 3769 ' dl'B. SALES / NON-SALES DOOR: UNFINISHED DOOR, FRAME 4 HARDWARE - SUPPLIED, INSTALLED NOTE: NOTE: ALL WALL-COVERINGS TO BE CLASS 'B' RATED' OR BETTER. ,�,,`�tt - O * FINISHED BY G.G. 1. G.C. TO PROVIDE ALL FINISH HARDWARE (U.N.O.), NOT SUPPLIED BY OWNER, BUT NOT `1 �y .0 HARDWARE: LIMITED TO, HINGES, LOCKSETS, CLOSURES, STOPS, THRESHOLDS, SILENCERS, OF O'� PUSH PLATE: IVES NO: 8200 3.5" X 15", FINISH biq WEATHER-STRIPPING, CYLINDERS MASTER-KEYED, PUSHERS, PULLS, KICK-PLATES, ETC. U.N.O. PULL: TBD 2. FOR FIRE RATED OPENINGS - PROVIDE UL TESTED AND LISTED HARDWARE ALL HARDWARE 04/10/17 DOOR STOP: ROCKWOOD #445, FINISH 61q SHALL COMPLY WITH ACCESSIBILITY GUIDELINES. SILENCERS: 3 EACH, FINISH 61q 3. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR THE HINGES: 1 1/2 PAIR; BOMMER, 4 1/2"X4 1/2",,#555000 STANDARD WEIGHT, AVERAGE EXPOSURE CONDITION. REINFORCE THE SUBSTRATE AS RECOMMENDED. FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL 4. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. CLOSER: SARGENT MFG. CO. *1431 SERIES, ANSVBHMA A156.4 GRADE, FINISH 61c1KEYING TO BE AS DIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE KICKPLATE: ROCKWOOD K1050, HEAVY DUTY 8"X34", FINISH 61q ESTABLISHED BY OWNER. D. TOILET ROOM DOOR: UNFINISHED DOOR, FRAME 4 HARDWARE - SUPPLIED, INSTALLED i 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" TO 44" FINISHED BY G.G. A.F.F. AND SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT DRAWING TITLE: HARDWARE: MEANS OF TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. PRIVACY SET: SCHLAGE 540D BATH/BEDROOM PRIVACY LOCK, JUPITER LEVER HANDLE, 6. EXISTING DOORS TO BE REPAIRED TO 'LIKE NEW' CONDITION GENERAL FINISH biq HINGES: 1 1/2 PAIR: BOMMER, 4 1/2"X4 1/2", #555000 STANDARD WEIGHT, AVERAGE - NOTES, DOOR FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL t DOOR STOP: ROCKWOOD #445, FINISH 61q AND F�N I S H SILENCERS: 3 EACH, FINISH 61q CLOSER: SARGENT MFG. CO. *1431 SERIES, ANSI/BHMA A156.4 GRADE, FINISH 619 SCHEDULES KIGKPLATE: ROCKWOOD K1050, FINISH WPC F. SERVICE DOOR: UNFINISHED DOOR, FRAME 4 HARDWARE - SUPPLIED, INSTALLED E FINISHED BY G.G. DATE ISSUED: HARDWARE: LOCKSET: PANNEX #71210F000F BATTERY POWERED EXIT CONTROL DEVICE WITH OUTSIDE KEY 04/07/17 CONTROL CYLINDER #316B05A5C2. DEVICE 15 NOT EQUIPPED WITH A DELAYED EGRESS - LOCK. ESCUTCHEON WITH PULL #703PLTD1OF HINGES: 1 1/2 PAIR; BOMMER OR EQUAL, 4 1/2"X4 1/2", #B155004N HEAVY WEIGHT BALL PROJECT NO: BEARING WITH NON-REMOVABLE PIN, FINISH 26D p CLOSERS: LGN CLOSERS 4000 SERIES INTERIOR MOUNT, FINISH 26D 170128 M EXTERIOR THRESHOLD: PEMKO #255A, BLACK FINISH a EXTERIOR LATCH PROTECTOR: IVES LOCK GUARD #LG10, q 1/2"x2 1/2", FINISH U5320 "' ONE WAY VIEWER: IVES ONE WAY DOOR VIEWER #6g8B, ADJUSTABLE FROM 1 3/8" TO 2 1/8" THICK DOORS, FINISH 26D. TWO REQUIRED: MOUNT ONE AT 42" AND ONE AT 60" DRAWING NO: O. DOOR IDENTIFICATION SIGN: COORDINATE SIZE AND COLOR WITH MALL OPS. csi0 d a al 3 DOOR AND FRAME SCHEDULE J FINISH SCHEDULE A 0 — — — . . 1. G.C. TO PROTECT ALL EXT'G FIREPROOFING 4 REPAIR AS REQUIRED TO MAINTAIN EXT'G 1 1. GENERAL CONTRACTOR SI-IALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S OWNER: RATING. REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL 2. G.C. SHALL PROTECT ALL EXT'G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. U NTU C Kit *,07). INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT TI-IESE ITEMS SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT THE G.C.'S SOLE EXPENSE. 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. SHIRTS DESIGNED TO ..- . 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS 13. NO CONDUIT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN BE WORN UNTUCKED INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.C. SHALL NOTIFY THE SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR 379 WEST BROADWAY ,. .. THE OWNER / ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. ELSE DEMOLISHED AND REMOVED. NEW YORK, NY, 10012 _ 4. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, WIRES, OR CABLES, ALL PROCEDURES (E.G. SCHEDULING OF ACTIVITIES, SHUTDOWNS, ETC.) AND LOCATION OF IF THE ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. ARCHITECT/ENGINEER: DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. , 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. 5. G.C. IS REQUIRED TO CHECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE t50 E E START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION 16. AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT WITH UNTUCKIt'S PROJECT MANAGER MEETING IS HELD. PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ANY DAMAGE TO LL'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL U FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS, AT G.C.'S EXPENSE. 0 ci ,- 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING 0 co co ..E. <4 -i ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. T., •E I 8 4 5. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. i) GI. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE REMOVED BY G.C. AT G.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL 2 oiq REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. . 10. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES Lllt SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING W ITN WORK. 2 NOT USED M DEMOLITION PLAN NOTES D . 0 4-4 0 LA I 8 — • G.C. TO FIELD VERIFY ALL DIMENSIONS .7-.' 2: ntr. _c 0 To- . PRIOR TO DEMOLITION G.C. TO CAREFULLY W co COORDINATE ITEMS THAT ARE TO BE ...Y m 0 a.ac:3 RETAINED, RELOCATED OR REMOVED AND 0 E us 41110 E0 ,.._ CA DISCARDED WITH PLUMBING ELECTRICAL, AND DRAWINGS. co 0 to E § 3 CD v. To- ci) 175t- 44 70'-7" OVERALL LEASE LINE / 31-1q" 20'-0" 20'-0" 101-0" 10'-0" 61_7? 02017 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABIUTY FOR THE USE OF/ / / / / / THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED 11 1/4 11-\ 31-1:1-4" / 151-5" AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE /\ —/- LL. TO LL LL TO L- SEAL THIS BUILDING USE IS ONLY APPUCABLE IN AREAS MEETING THE STATED DESIGN CRITERIA LOCATION OF (E) STOREFRONT GLAZING LINE OF MALL TO BE REMOVED - BULKHEAD ABOVE REFER TO TO REMAIN CONSTRUCTION PLAN LEASE LINE RI — ..... ••••• MINIM c. \ STORE NO: I I I = '7-'W4'"'.. -, `., ,'.4,, . IL //,&:5 $; _ i7;i'',A-.-,74!;',,,, ,, ,,, ,,,.,, 7 ..,... ,,:,,,,g.„.„:.A,7-•:,,,,,,,k.„,,r,,,,,..4?,,K,,y,,,,,,,:,,,,:w,,,,,,,,,,-,,.:,,,,;,,,:c.,,,,,,,,,,,,,,,,,_,,,,,,,,,,,,,,,„,,.. ,,,,.1 I(E) BLACK ,.,..,,,,..;.,,:,..-„,,,4,4 ,-, :t.4!:,;;-x ,,:,;.,,,,..z. .,.::q:-.%.;.' !;:,'F,'f•4a,.; ...,:,y, PROJECT LOCATION: ‘:-.r1.,,,!•.. s':,%sW;-•:-,?;;:: ,S.:!^;.47,;z;_. ;;i,sK'' \ CHANNEL ,.... .. 1, : ,.. ';•-•-1,, , ,,"i4:;4•-•-,'-'i--724,:- 1:::k- 'i.,:;.4: •W',"..,.k,N I REVEAL TO Or- .:.'7"---`?•:'' > ' " ,..--'.".:-.t;•A:.-,,,'-;''.!:i..1:',.:^re",A ., , i WASHINGTON SQUARE REMAIN I -,4,-,•:-.7..,...:',.•'- 'n1s - 9585 SW WASHINGTON I I 11 (E) DCN SUPPLY -,4,,,,!-•,•-....,;.:,--.i.•,:.4.. ,:-,, SQUARE RD ADJACENT TENANT] _.i TAP FOR .•;•;q4,,; it, I.'', 1 —. °---' ,-t"..a,..,, -(N.I.C) I = I—..0 ADJACENT TENANT '4`;1744:::,::': .. -1--rt SPACE #F01 0 I SPACE TO REMAIN ;Al .: (E) CMU BLOCK SEPARATION I I I -. .,.:it,:- 1 7 PORTLAND, OR 97223 WALL TO REMAIN ..0 IT 4i44:.I iNt _..i I I I-IATCI-IED AREA INDICATES .4,-,/,..:',';:. ,r...,:;-,;:: (E) STOREFRONT SYSTEM (E) 5"x5" STEEL TUBE LEASE LINE I I EXISTING CEILING AND ''''t;:: 'ii$41! TO REMAIN DESIGN'TYPE: _ . -,.1 .r.i At:; TT-1 COLUMN TO REMAIN .- • --''';•:-:;; 4 — CEILING SOFFIT TO REMAIN ::!•7*:.: ..'',Tii':';• [="-- — ..... — — - - •••••1 WO •1 •1 AIM= MINIM IMMO MIIMMOMMO 4=1=, MOM V••••• ••••=, .,, MMM• ••••• •••••• 1--__—:Liz--(REE)MOIAIVAELDL5 T 0 13 E El ; :..t REVISIONS: I 1— — ------ — —1 _ J L __ — - - - — —1 1— — — —1 -1 f _ L _ _1 Lit 1.111 II REQUIRED BY: DATE LEASE LINE — — _ 1 _ — — I -1 n —_—_— -1 r- •---1 r- —_—_— n r I — _ — — —1 f— — — —1 i 1 FL _L I n --1 r— _ - - _,_1 _I F 1—,, F us I- — --71 L I T 1 0__,-Li - 1 L_ i u__ , 1 - - - - L - _ __ _1 —I L_ —I 1 1- ffi__1 71 0 L _ ___ _ —L— -- _ _ _ -- 1 — 1 I ri- —i — -- i:-:„ ',••.•,..s,„z--,z:,',,...:::-. us "0 it SEPARATION WALL TO I REMOVED G.C. TO VERIFY (E) FLOORING TO BE .,'"illIiii=.. ..; w j ..1 REMAIN 0_ EXACT LOCATION REMOVED ''''' Nin,. ...,:.- :., a Ri_i I LOCATION OF (E) IL AFTER DEMO (TYP.) N 4 I DEMISING WALL TO BE • I _ ; > REMOVED FOR NEW LL •-1 (E) SECURITY PEDESTILS :.:;!, .t ••.;.7.,`, 0 SERVICE DOOR —I Nr-................I .._ (E) FLOORING TO BE TO BE REMOVED ''sbk. - ' -I -I INSTALLATION - REFER d b REMOVED . , , 4,, TO CONSTRUCTION PLAN \1/4. 0._ 4,, ..- • • i % 7c) 1-1--1-1 . tl_ (E) EXIT LIGHT TO REMAIN :4, ,':it .',4;-;,..- ,-- _ -Rt-....„......„......_ '''' t,'',S,-.1•:, I • • 4 - •:'.":',g,i i (E) CEILING TO BE I ViTt4 (E) PR 31-0"x011-1 3/5" It •INDICATES NO REVISION TO THIS SHEET • / AA. _-;,,;,: r; GLASS ENTRY DOORS TO I . . REMOVED ,. b _a:rt.J 4 —),- —(E) WALLS TO BE (E) VAV-1 AT ,:,); ..„..,_.,,_,:.: i .' REMAIN Ou DRAWN BY: AMA TC-I TO BE REMOVED REMOVED 161-2 3/4" A.F.F.----""19 FRAMING AT REMOVED I L L - Li_ .... ,.: -5'•1''' .- '1'; '::.';.' 12'-0"t A.F.F. TO REMAIN. A, .,•:i. .;:/i-1 CHECKED BY ELM (E) ELECTRICAL I I —I \- — -I 1— 1 (E) SECURITY PEDEST,LS TO BE REMOVED ,•'-:f :-f2-1 .-: -:; G.G. TO VERIFY FRAMING -A, - --,.-v.:::::-_,;; V: AFTER DEMO EQUIPMENT TO • REMAIN - REFER L _t _ __I x _ _J LEASE LINE 1+0° rl\iiillei; SHEETS 11— — — — — —1___I I 1 0_ i I L _ _—-_—_ _ __I REQUIRED ,,,4 .-tr:''':F;•'- 1:.,t; el?•6, !•',.!1;-,..%,`;' I , LOCATION OF (E) 45 j, tO Di / 1 I • (N) 6" SEPARATION ;i:'. tr7: -. STOREFRONT GLAZING Fil - k' woa a . - \ -_—_ -_—_ -_-_—. I I 1— — —_—_— — ---1 1 , ,-- _ _ --, f,; jif..c:: ii..5; ,;,: F — — —1 )9 L ' 1--- —1 ' WALL BY LANDLORD. TO BE REMOVED - _ L, ,i L _ GYPSUM BOARD BY tV.:W!'::'::f.i.„' -- .: REFER TO S.PREMSHOCK ik — --1 I I- — —_ _ - - _L — 7 /---LEASE LINE TENANT .4',„ ;4s e;:., ,.r-:.' 31 CONSTRUCTION PLAN . 8 2. I , L i r — — — 1 __l_i ...".-"'"--,...,..A, .7,,,•::' .,;;;,,.;; ;,-;.;: :: 1 • 3769 • L _ _1 CI_ IN Ui .t w. WIN. IMMO - - ARMS •••=1, Nama WINO 1•111.11. MIMMIMI! OMMIM a ••••••• .0/0 ', ..,m 01111101t AMMO MINIM IIII*1 1 • 4101.11. MOM •INIMM•• 40•1••, 4.101M , ...-\ \ \ (ft)Pialam.------ LINE OF MALL BULKHEAD ‘e` ' 5 x • • I 1 • 1 14 4 36 1' a \ I • .1111M ABOVE TO REMAIN • OF ot • • • LEASE LINE • I I • ‘4111* i us ADJACENT TENAN- "44/ Fr Ir 3 pi rer.m■w wo 0,r, (N) 6" METAL STUD (N.I.C) r SEPARATION WALL 5Y 04/10/17 (E) SERVICE DOOR TO LANDLORD. GYPSUM BOARD 0_ / A BE REMOVED BY TENANT I / . . o I I I _ IL1 I • LL DRAWING TITLE: . / • • • DEMOLITION _ _ - _ II r I • I II PLAN__. ...MD ,..... 0- 4 Cii- A -,, //1/ TY 1 ,-,.., •••.• DATE ISSUED: 04/07/17 PROJECT NO: NORTH 170128 - - m .... 0- f`• 71' Vi DRAWING NO: _ ,... C\I 8 , zi- 6 UJ AD • 1 1/4" = 1'-0" • A DEMOLITION PLAN - FIRST - _ • o _ _ ELEVATION SHOWN IS A REPRESENTATION OF INTENT. GRAPHICS - COORDINATE WITH OWNER: ACTUAL GRAPHIC ARTWORK 15 TO BE SUBMITTED TO K LANDLORD FOR REVIEW BY THE UNTUCKit'S MALL OPS. PRIOR TO INSTALLING (TYP.) --•\ MARKETING DEPARTMENT FOR APPROVAL PRIOR TO P-1B $ BEHIND GRAPHIC A1.1 PRODUCTION AND INSTALLATION. T • 13'-8 3/8" A.F.F. U N T U C 1%I L TY F'. BARRICADE SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY, 10012 ARCHITECT/ENGINEER: m � 8 U U O x Q 4y § U g / ;:> - _ y Ii \ ) 0 610 -""*i \ I-. \ / - ti ) \/ 0'-0"k `( rt FOLD LINE71r G.G. TO PROVIDE PR. 3'-0" BASE— PER MALL FOLD LINE BASE PER MALL FOLD LINE FINISH FLOOR M 9'-62" x 6'-8" BARRICADE DOORS REQUIREMENTS I REQUIREMENTS 2 = / * FRAME, PAINT P-2A p 6'_24" 2T-6" 9l'-51" 141."•521" 3'-0I" LU / / / / / / .p d 1/4" = 1'-0" G 3 8 BARRICADE ELEVATION _ D . v. 0 = :fa ai -st. y+ yJ T , tA :Z° .j.C3 4': V/ U Ln 0 E' § I� D 02017 THE ARCHITECT!ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 141-5" AREAS MEETING THE STATED DESIGN CRITERIA. D 'J ✓✓i//i/i/iiiiiiiiiiiiii/✓i/i//✓iiiii iii 9` STORE NO: • LEASE LINE - `)�)A�.. shy « j ••��. PROJECT LOCATION: _ I L _ as � , �� 40 WASHINGTON SQUARE EXISTING DEMISING WALL L QQ��a \. �'� 9585 SW WASHINGTON �Qx—r) I S�� SQUARE RD ,N•7AI* �\ I �•o,� SPACE #FO1 -� � ; �• PORTLAND, OR 97223 I.m m / NOT USED _ P NOT USED _ L f DESIGN TYPE: ✓ EXISTING MALL BULKHEAD I / r REVISIONS: HEAD ANCHORAGE: I ✓ MASONRY: 3/8" DIA. HILTI SLEEVE ANCHOR / REQUIRED BY: DATE STEEL LINTEL: TACK WELD OR 0.205" DIA. PAF @ 16" O.C. MTL. STUDS: 1/4" DIA. E. • 1-" •.G / K, • r -'�1 G.C. TO PROVIDE AND INSTALL HARD LID DUST BARRIER _„1'' OVER METAL STUDS ( A•10I • ATCH / A1�1 BARRICADE WALL STUDS.) SECURE TO EXISTING BULKHEAD. I AFTER REMOVAL OF SUPPORTS, PATCH EXISTING BULKHEAD ✓ I TO MATCH EXISTING. / I \ 1_ s" _ GC TO CONSULT WITH ARCHITECT, I / T.O. SARRiCADE�; PRIOR TO CONSTRUCTION, IF BARRICADE HEIGHT EXTENDS ABOVE // (3) #10 SCREWS THE MAXIMUM LIMITS IDENTIFIED f _ r ox 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. / WITH 5/8" TYPE 'X' GYP. BD. (MALL SIDE) G.G. TO PROTECT � TAPED, SPACKLED AND SANDED SMOOTH. EXISTING MALL FLOORING 14111 LEASE LINE PREVENT DOOR IN CONSTRUCTION I D I 3 5/8" X 18 GA. METAL STUD BRACE AT 48" O.C. _ \ / M WITH (4) #8 SCREWS AT EA. END. •INDICATES NO REVISION TO THIS SHEET - CONT. 3 5/8" X 18 GA. STUD W/ (2) #10 SCREWS EACH LEG DRAWN BY: AMA ATTACH PLYWOOD TO BOTTOM TRACK OF BARRICADE AND - CHECKED BY:ELM USE BALLAST (50 PSF WEIGHT) ON PLYWOOD BASE TOE a -,s il N ANCHOR BARRICADE TO MALL FLOORING. G.C. TO ENSURE I PROTECTIVE MATERIAL BETWEEN BOTTOM OF BARRICADE I AND MALL FLOORING TO PREVENT DAMAGE DURINGOD 1 CONSTRUCTION. ,�, � 3 5/8" X 18 GA. METAL STUDS AT 16" O.G. WITH 1/2" ? {/ kI\ 5214 PLYWOOD / -::**X\1 S.SHREMSHOCK 1/4" = 1'-0" 101 I r • 3769 • BARRICADE SECTION _ K i / tf*�, <0' / 14"0 F 00 31-0" 1. TENANT G.G. SHALL COORDINATE BARRICADE REQUIREMENTS, LOCATION AND ID mint ate., 7.✓ INSTALLATION OF CONSTRUCTION BARRICADE WITH MALL OPERATIONS PRIOR TO r l,f ' (//////////// 04/10/17 COMMENCEMENT OF WORK. 2. G.G. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON 1 6,-24" I BARRICADE CAN OCCUR. NEW DEMISING WALL 3. G.G. SHALL CONSTRUCT A TEMPORARY BARRICADE(S) AS INDICATED. INSTALL VISQUEEN BACK TO MALL BULKHEAD TO CREATE DUST-PROOF CONDITION. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL DRAWING TITLE: STABILITY AND MUST BE STRUCTURALLY SOUND. 4. PAINT PER DETAILS. REFER TO SHEET G1.3 FOR FINISH SCHEDULE. BARRICADE 5. BARRICADE IS TO BE 100% COMPLETE AND READY FOR GRAPHICS TO BE INSTALLED NOT PLAN AND MORE THAN TWO DAYS AFTER CONSTRUCTION START. G.C. TO CONTACT OWNERS DETAILS REPRESENTATIVE UPON COMPLETION TO COORDINATE GRAPHICS INSTALLATION. 6. G.C. IS RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. 7. REMOVE BARRICADE WHEN 100% OF STOREFRONT IS COMPLETE ON THE EVENING BEFORE G.C.'S PUNCHLIST IS COMPLETED, PRIOR TO OWNER VERIFICATION, AND AFTER DATE ISSUED: LANDLORD APPROVAL IS RECEIVED. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND 04/07/17 REMOVING BARRICADE. ON INTERIOR SIDE (STORE SIDE), PAPER WINDOWS WITH WHITE - CONSTRUCTION PAPER OVER GLAZING ONLY. TRIM 1/2" OFF EDGES AND TAPE _ CONTINUOUSLY AROUND PERIMETER WITH WHITE TAPE. G.G. IS TO RESTORE NEUTRAL PROJECT NO: P1ER(5), MALL FLOORING AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. REFER TO DETAIL L/A1.I ((� - G.C. SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE 17010)2 .- a 8. BARRICADE CONSTRUCTION SHALL NOT BE USED FOR STORAGE OR SUPPORT OF ANY MALL CONCOURSE ARE MAINTAINED AT THE CONSTRUCTION BARRICADE. MATERIALS. DO NOT LEAN ANY ITEMS AGAINST BARRICADE WALLS. WHEN MEASURED TO THE NEAREST KIOSK, VENDING MACHINE, BENCH, DISPLAY OPENING, FOOD COURT OR OTHER OBSTRUCTION, THERE DRAWING NO: o - SHALL BE A MINIMUM 10'-O" CLEAR TO THE FACE OF THE BARRICADE. N TUE BARRICADE SHALL NOT REDUCE THE OVERALL AGGREGATE WIDTH r'- q OF THE MALL CONCOURSE TO LESS THAN 20'-0" ti _ N.T.S. 1/4" = 1'-0" Al . 1 NOT USED _ ISI BARRICADE NOTES (INTERIOR) - _ J BARRICADE PLAN A 0 , ? INDICATES WALL TYPE REFER TO F/A11.2 FOR STUD SIZE MATRIX X INDICATES WALL SECTION DETAIL DESCRIPTION # DESCRIPTION OWNER: X.XX 1 LEASE LINE 21 EXIST INC RELCGATCD DOTTLED 11AT1=R DI:PENCER EXISTING TENANT SEPARATION OR CORRIDOR HALL TO REMAIN: G.G. TO PATCH 2 EXISTING STOREFRONT SYSTEM 22 C)<IGTIrIC RELEGATED RGrRIGGMTtR AND MICROWAVE ®� O AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING (1-HR) - G.G. O U NTU fit �r� TO REPLACE AREAS OF EXISTING GYP. BD. WITI-4I NEW 5/8" TYPE 'X' GYP. BD. IF PARTIAL HEIGHT PARTITION: 3 5/8" 15/B" FLANGE METAL STUDS AT G.C. TO PRESERVE AND PROTECT EXISTING LANDLORD AND ADJACENT TENANT CONSTRUCTION, REPAIR 23 NEON SIGNAGE - COORDINATE HITT-I UNTUGKit PROJECT MANAGER �>_ FSHIRTS DESIGNED TO II " AS NEEDED, AND FINISH TO 'LIKE NEW CONDITIONS PER LANDLORD REQUIREMENTS. BE WORN UNTUCKED. EXPOSED IN FINISH PROJECT (SALES FLOOR ONLY) - G.G. TO FIRE SAFE ALL ,SII 1 16 O.G. - G.G. TO INSTALL 5/8 GYP. BD. BOTH SIDES AND TOP OF - _ • - _ _ _ _ _ • , - • VOIDS, FIRE TAPE AND CAULK AS REQUIRED. NOTE: IF TENANT SEPARATION HALL. TOP OF HALL AT q'-0" A.F.F. OR 8'-0" A.F.F. REFER TO SHEET A 4 EXISTING COLUMN TO REMAIN. G.G. TO PROTECT DURING CONSTRUCTION AND MAINTAIN ANY RATING WALLS STOP SHORT OF DECK ABOVE G.G. TO INSTALL 2"X4" WELDED HIRE MESH A10.1 25 ALIGN HALLS 379 WEST BROADWAY FROM INSIDE TENANT SEPARATION HALL TO DECK ABOVE. G.G. TO ENSURE O CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW 2"x2"x48" METAL CORNER GUARDS MOUNTED AT TOP OF BASE- NON SALES AREA 16 GA. GALVANIZED, NEW YORK, NY, 10012 O WELDED HIRE MESH IS SECURELY ATTACHED FURRING PARTITION: 3 5/8" 20 GA. METAL STUDS AT IG" O.G. G.C. TO 5 FINISHED FLOORING. G.G. TO PERFORM MOISTURE VAPOR EMISSION TEST BEFORE INSTALLING ANY 26 • G u ` n FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEST PROCEDURES FASTEN NITH SILICONE, CAULK AT EXPOSED EDGES- REFER TO G/A14.1 //%.%//// INSTALL 5/8 GYP. BD. ON EXPOSED SIDE TO 6 ABOVE CEILING. ANCHOR • EXISTING INTERIOR OR EXTERIOR PARTITION TO REMAIN. G.C. TO PATCH A11.1 STUDS TO TENANT SEPARATION WALL AT MIDI-EIGHT, TOP 4 BOTTOM 6 PORTABLE FIRE EXTINGUISHER 27 EXI;TING DOOR DUZZER ARCHITECT/ ENGINEER: AND REPAIR AS REQUIRED. (FOR LATERAL BRACING) 7 CASHWRAP - REFER TO SHEET A9.2. COORDINATE ELEC. HI ACCESS PANEL CUT-OUTS (TYP.) 22 EXICTINC GLADE CiCPI G.G. TO REPAIR i CLEAN TO 'LIKE PIETA' CCPIPITIOPI O SALES AREA PARTITION: G.G. TO INSTALL 3 5/8", 1 5/8" FLANGE METAL O „ „ „ £SER-�O-GraEET A`I.C. CCCRDIPIATC CLEC. 11/ ACCECC PMFCL CUT CUTE (TYi'.) G.G. TO PROVIDE COP1TiPIUCUC I)(L F.R.T. l•iCOp rURRIPIC FOR PIPP GI ICL\'IP1C. CCPfCRLIPIC Or DLOCKiPIG ani 0 0 „ ,I ” A I HR. RATED HALL: 3 5/8 OR 6 , l 5/8 FLANGE, 16 GA. METAL - - - c - -_ - - - _ _ f L Y Y0 B/C STUDS AT 16 O.G. - INSTALL 5/8 GYP. BD. TO GYP. BD. CEILING OR 6 ////%%////// �� STUDS AT 16" O.G. TO DECK ABOVE - G.C. TO INSTALL 5/8" TYPE 'X' q EXISTING ELECTRICAL EQUIPMENT 2'1 CCREI ICF CACI I CTUD LCCATIOPI. Ir BALL IC CONCRETE DLCGK, UGC I IILTI IIIT I IY20 1/2" DIA. )( U' < < 0 0 All.l ABOVE LAY-IN CEILING ON ONE OR BOTH SIDES AS NECESSARY - A11.1 GYP. BD. FULL HEIGHT TO DECK ABOVE TO CREATE 1 HR. FIRE RATED PROVIDE F.R.T. BLOCKING AS REQUIRED 10 3'-0" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS EMDEEMEPIT F 10' O.C. CTACCERED) C1;CURC EACH LEG Cr CI IEL\'IPIC TO rWIRING 1•IITI I (2) t12 )( 2" N m ASSEMBLY - FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED (UL . ' U 'C1'mfrimmijoram B FULL P�CIEri�IT T'ARTIT101J• 3 5/D", 1 C/D" rL,�I1<SC METAL CTUD AT 1S/' .O.C. #U�I�aSl';'rIG GTC �•1F`l 1CA1' : RAW RG T•iZ TO Pl/Al 1.1 FGR MCI IG1rc1rIC DGTA L o o =- �, �� ) II PLAN TUBE - SEE DETAIL C/AI4.1 m m y = TO UNDCR:.IDC or DECK ADOVE INC-TALL G/0" TYPE 'X' GYP. DD. TO `i% ( ) TE A T SEPARATION HALL: 6' 1 5/8" FLANGE METAL STUDS AT r 30 CXtf.TI11S DO.:/:, :.TATION g E s u, All 1 Cri�P. BD. CEFLIPfC CR (�' ABOVE LAY IN CEILING CN CALEC EIDE AND TO A " ' �� 12 C)(IETIUG RELOCATED FIXED Cl ICLVING0 _c _c .-- ■ ■ ■ ■ 16 O.C. TO DECK ABOVE BY LANDLORD, G.G. TO INSTALL 5/8 TYPE 31 NON SALES SHELVING UNITS cc' u © T DECK ABOVE ON NON SALES SIDE All'1 'X' GYP. BD. TENANT SIDE ONLY FULL HEIGHT TO DECK ABOVE TO 13 NEW PLUMBING FIXTURES 32 NOT USED G TOILET ROOM PARTITION: 3 5/8", 1 5/8" FLANGE METAL STUDS AT 16" CREATE 1 HR. FIRE RATED ASSEMBLY - FIRE SAFE, FIRE TAPE AND 14 2$" )( 2.g" COMMERCIAL GRADE FLOOR MOUNTED .ERVIGE .INK REFER TO PLUPIDING CIICETC G.G. E o .511111 MB= A11 1 O.C. TO UNDERSIDE OF DECK ABOVE - INSTALL GYP BD. TO 12'-0" A.F.F. CAULK AS REQUIRED (UL #U465) TO CAULK AT NOV' OINK AND ADJACENT ;.URrACCC r6R N.A7-ER TP£r+iT 9 T1O NG UCED i� E SIN. BOTH SIDES - USE HATER RESISTANT GYP. BD. ON TOILET ROOM SIDE ♦I 1C EXIGTIPIC rILIPIC CABINUT 34 HALL MOUNTED MIRROR- REFER TO INTERIOR ELEVATIONS FOR SIZE AND LOCATION. O4 11 PARTITION. 3 C/0", 1 :./0" FLANGE METAL .,TUD;. ICU'AT PA-RTITION iacr FIELD. 2 i/2", 20 CA METAL .STUDS AT 1[J' O.C. ADOVE OPENING 1C. C.C. TO INSTALL COUND ATTENUATION IPICULATION IN TOILET ROOM PARTITIONC PERIMETER SHELVING * HANGING SYSTEM, PROVIDE NON-COMBUSTIBLE BLOCKING AS REQUIRED TO (On VIII III lIII II J2 D.( cTouDErcIPi. Cr PLATFORM ABOVE INCTALL C/BI' 1lATEit r — RP6FiR TO r TA.L. FOR *ORE INFCRMATICPI 35 SECURE UNIT TO THE HALL 17 PLATFORM &DOVE TOILET ROOM RL. G+rPi CrER TO DE-Wei• .I • all a RE CI;TANT GYP. DD. CN TOILET PCOM :IDC -_ - - - - - - "' • LIT GAUGE^I IEADER FOR rLATrOl;P1 ,TfiUGTURAL CUPT"ORT: C.C._ TO UC>; (2) U_ 1+; CA. CTUpC 111T1 I LIED _ o� PLUMDING PARTITION. V', 1 :./0" FLANGE METAL :,TUD:, AT W 0.G. STOREFRONT CONSTRUCTION: REFER TO STOREFRONT SHEETS FOR 18i7 MANACER'C DECK RHF6R TO CIICCT C/A11.2 2 = (1) ���h�� ADDITIONAL INFORMATION. 1q - ' - - - -- • -- 38 EXIGTIPIG FIXED CI IELVIPIG TO DE CLEANED PRIOR. TO RG OPENING1 ✓�v IPIGTALL 1 IATGi1 r1LC1CTArIT GYP. BD. GPl fsXPCGEp Ti±h[A1 fT C IDL{G) TO TFik+PICkPIC R�PRGFiGC PPa 1GR AriD DATA LIP! i a7r. DD. GCILitds, AND ADOVC PLATEOKPI TO 12'-0' A.r.r. - I1.1 TALL E.O" rn�n II Atop I.,I IK!r s nl ma l n a"' NATER RC.I:.TANT 6YP. DD. ON TOILET ROOM :IDE20 rRCCCCCINiC ARCA REFER TO CHEM' L/AI 1.2 5q NEN STOREFRONT SIGNAGE - REFER TO A/A8.1 FOR DETAILS W 2 CC U PARTITION LEGEND M CONSTRUCTION PLAN CODED NOTES ( # ) D o 0 11) TENANT SEPARATION HALLS ARE NOT - ca STRUCTURAL: ti) i G.C. TO PROVIDE ALL ADDITIONAL Q ca — IN-HALL BLOCKING OR SUPPORT AS U a FA REQUIRED AND AS DETAILED IN THIS p E Li, SET. 0 � 0as in E § 3 DIMENSION NOTE: o ALL WALL DIMENSIONS ARE TO THEID 0 E ) o FACE OF FINISH GYP. BD. OR THE FACE U) rte- :� D (1-1 A OF BLOCKING REQUIRED FOR FIXTURE INSTALLATION. U.N.O. 92017 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABIUTY FOR THE USE OF ALL FIXTURES IN SALES AREA ARE THESE PIANS FOR ANY PROJECT OTHER THAN SPECIFICAED PROV I DED BY FIXTURE CONTRACTOR AND AND SEALS FORY AUTHORIZED IFY C LOCATION AN D IN THE SEALED FOR SUCH SPECIFIC IN THE INSTALLED BY G.G. - COORDINATE FINAL STATE.PROVINCE OR TERRITORY SHOWN ON THE SEAFLOOR FIXTURE LAYOUT WITH P.M. ARE SMEETIHIS MEETING USATEDDE IS DESIGN CRITERIA AREA5IJ�EETING THE STATED DESEGN CRITERIA. I I I I I NOTE: I I I G.C. TO FIELD VERIFY ALL DIMENSIONS I I AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. REPORT ANY I DISCREPANCIES TO OWNER'S P.M. ), 3 -G1 1/4" 71_7" STORE NO: 3 ) 2 ) NOTE: __ • I G.C. TO PATCH AND REPAIR ALL I I I — —• — — — _ EXISTING DRYWALL CONDITIONS SO AS I 1 I L — gas: 1;,\.\ \ �. — TO MAINTAIN A LEVEL 4 FINISH PROJECT LOCATION: L Q���� 7 CONDITION THROUGHOUTI WASHINGTON SQUARE 9585 SW WASHINGTON �� .a�a�aQQ Q! I SQUARE RD ADJACENT TENANT \ I� SPACE #F01 (N.I.C) B v I I I Aq.i PORTLAND, OR 97223 11i-11 1/5" / q1-10" / 161-5 3/8" / , ® 1 1 I DESIGN TYPE: I • H O O 34 OEM �` REVISIONS: OM �;Il ►, 25 I REQUIRED BY: DATE /%//!!////!///////!%//////!!///./! !/%!!/!/Y/ G/ !/.% !/.' / / /L/ I REC iiiii, OI 4 MIN. MIN. BUILDING 6 � c1 -10 MIN 1 ' © DEPARTMENT COMMENTS 05/17/17 m teak 4' k Z k k O ■ NON-SALES ■ ' 1.1 14* — — — II Trip A r4 © (C7 _ _, �+ i �F ) O t� 4 )B ' I0 7/8" % I Aq.l ' % I hc2 TYP.ral \ \ OM O r- --- —` --- ---- --- 102 -1 ----�/ 3q ) • 13 - - II to 'INDICATES NO REVISION TO THIS SHEET u - , I I (N A 25 a I I a w in GEM O AI3.1 SALES II 0 ,-, DRAWN BY: AMA > �o- 3'_211 -- ---- J s Jl © I o •u LU L -EI 7 1/4" -e�iii/A — —103 CHECKED BY: ELM th .\\i A 26 ow__, - - O A10.1 E 40,DRE iitb:/, , ,4 -r- --T ; ACC. F.R. �� :.��:.,.... > ,:..', I B F i I 1 ,...c5 C� q IUNISEX RESTR MI o I j r I Aq.1 Aq.lc4 ri I I 1 -----I /i//�l��) r i 11 ® i I �, © i W. ©O 'IijiI TYP. TrF°. 101 0 ® I I . I © QI 35 p _ GERALD S,S4fi[iEMSFii7C1C I II iIF.R. #3 [F.R. #21 IF.R. #1I • $769 • I . I a III 0 0 0 'K:i v A. APA M ' I I � p' 000 NM i C : : I : : C : : : CI : : : : : :: CC : : i1 : : C : : : CIC : :1 : : : CI :I :I : i : : C : : rCs : - � � MMCS : : : l1: � C12 : : CIM : : : : : C1 : : � - : C : : C w 17.• ' I, 5119117 • • 1 • 7'-7 7/8" 20'-0 3/8" 1'-11 1/2" r- ADJACENT TENANT • O • l (N.I.C) J DRAWING TITLE: CONSTRUCTION • ® PLAN I _, ink ,, DATE ISSUED: I 04/07/17 PROJECT NO: 170128 , aNORTH • co 7- 1DRAWING NO: 0 idbN ,• o iii A2 . 1 , i CONSTRUCTION PLAN 114" = 1'-0" A SYMBOL DESCRIPTION SYMBOL DESCRIPTION # DESCRIPTION OWNER: 1. ENTIRE SALES / NON-SALES FLOOR AREA TO BE FULLY SPRINKLERED IN COMPLIANCE WITH ALL CODE 8 TRACK HEAD ►�� EXISTING/RELOCATED EXIT SIGN. TEST UNIT IS IN GOOD WORKING ORDER AND 1 D(I:TINC D1:PLAY LIGIITIHG REQUIREMENTS - REFER TO M.E.P. DRAWINGS T-1 (E)/(R) REPLACE DAMAGED OR MISSING UNITS I U NTU C Klt ``' XI - — - - 2. INCLUDING MAINTAIN S ACCESS TO LANDLORD'S /-VAC, ELECTRICAL, AND PLUMBING SYSTEMS, O, SURFACE TRACK SYSTEM y LL MOIONTED EXIT .ICN WITH 2.�,TTERY BACKUP EDC LIT , VALVES, DAMPERS, "J" BOXES, SMOKE DETECTORS, ETC. G.C. TO SUPPLY SHIRTS DESIGNED TO EX-1 3 FOLD END Or LIGI IT TRACK AND :nom TRACK 1 orr FROM ACG Or HAL AND INSTALL ACCESS PANELS FLUSH WITH ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING R-2BE WORN UNTUCKED. ® ® 'I LINE CF (G) A1.011HC TO ALL EQUIPMENT LOCATED ABOVE THE CEILING. IF G.G. IS DIRECTED BY THE LANDLORD AND/OR R-1 R-2 R-3 1X1 OR 1X2 RECESSED LIGHT FIXTURE WITH EMERGENCY BACKUP AS REQUIRED EX-2C CEILING MOUNTED EXIT SIGN WITH BATTERY BACKUP- EDGE LIT INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT SPECIFIED ON TI-IE PLANS 379 WEST BROADWAY ® M ® (REFER TO ELECTRICAL SHEETS). R-3 TO MATCH (E) = -_ THE G.C. MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. NEW YORK, NY, 10012 (•Z•; ` EMERSENCY LI-CHT _ _ _ __ __ __ _ _ _ ANY WORK DONE PRIOR TO CONTACTING THE CONSTRUCTION MANAGER IS THE SOLE RESPONSIBILITY - OF THE G.G. AND ALL COST RELATED TO RELOCATING THESE ITEMS A SECOND TIME, AFTER -# P-4 6 :ICH ARE ACCE-C.,IBLE rT:OM TI II LOCATION. Ir NOT, NOTIFY OHNER'. rM FOR DIRECTION CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH APPROPRIATE PARTIES, WILL BE BACK CHARGED ARCHITECT I ENGINEER: 1/ PENDANT LIGHT FIXTURE - (E)1 CEH_144C M TED EMCERCENCY LICK 7 RESTROOM LIGHT FIXTURE TO THE G.C. 0 RECESSED EXISTING CEILING MOUNTED SOUND SPEAKERS 0 rLATroRr1 LIGHT FIXTURE 3. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING - TYP. 5 E a � U.N.O. p I (r) F TALL MOUNTED LIGI IT FIXTURE A' B.O. LIGHT FIXTURES TO BE MOUNTED AT 61-1011 A.F.F (P-1) 6'-8" A.F.F. (P-2), 8'-5" A.F.F. 2 Y P WIRELESS ACCESS POINT q (P-3), 6'-8" A.F.F. (P-4) I 4. DO NOT PAINT SPEAKER COVERS LIGHT COVES OR TRIM PIECESU ¢ r t TC SHOPPER TRAK 10 START TILEE. E E O LED DOWNLIGNT - 5. ALL LIGHT TRIM IS TO BE STRAIGHT THROUGHOUT THE STORE, RUNNING PARALLEL TO ONE ANOTHER i r R-I S SECURITY CAMERA 11 EX13T1146 RELOCATED FGRIIIGTGK LtaINIT TRACK .:UT TO DIr1GN31ON A3 NOTED, REFER. TO J/G3.0 FOR TRACK AND HEAD LOCATION_, U.N.O. 6. ALL LAMPS IN RECESSED CANS TO BE TURNED THE SAME DIRECTION E- -Ln •0 .'-' OR 1 4111 LED EMERGENCY DO1111LICI IT / HIGIIT LIGHT - - IC CENTER RECEs ED LIGI IT FIXTURE IN FITTING ROOM ui 7 EM EM/NL — • • 7. ALL EXISTING LIGHT FIXTURES ARE TO BE CLEANED AND RE-CAMPED AS NOTED -a ,, 13 CENTER HALL roc-rug: OVER. orr11111Ea. MOUNT BOTTOM OF FIXTURE AT 7' 0" A.F.F. ii2p (r2c R (E) LI6I-iT FIXTURE 6.C. TO CLEAN AND RELA11r AS REQUIRED _ SrIDER Tr -FFc TR-ACK Crf1541-41-004C,IPC SYSTEM AT STOREFRONT REFER TO DETAIL 8. G.G. TO APPLY A FINE BEAD OF WHITE CAULK ALONG THE PERIMETER OF A.C.T. GRID WHERE IT °' E 14 C.C. TO RCI•ICIZY_ / PROVIDE NCk1 TILE AND CRID AT NEI-1 CONGTRUCTICPI (GIIC1-1PI CI lADED) MEETS DRYWALL FINISH 1— 1 FLUORESCENT STRIP - CH-X CHAIN HUNG / GH-3 CHAIN HUNG W/ WIRE GUARD / 15 LOLATE GLIB 1 CR or C�CIT UGH I ON GEN 1 rRLikIr Cr' DvoRDJA r/OPENlld,..., a" MIL:4 1 rvALL OR 5C)F rr1 ix' ACGC f r'�rhFCL I4IIHTE rO{2P4; REFER TO DETAIL R/Alli OR DIRECTLY AdA111_,T WALL AG _.1001111 q. G.C. TO VERIFY IN FIELD THE EXISTING GYPSUM BOARD CONDITIONS PRIOR TO FINAL BID 5UBM15510N V) CX-X CL-X CEILING MOUNTED AND NOTE IF CEILING NEEDS REPLACED. CEILING DAMAGE TO BE ACCOUNTED FOR IN THE BID. 16 HATCHED AREA INDICATES EXTENTS OF EXISTING CEILING TO REMAIN o l'.41rURrAGE MDUIITED rLUORLCCGNT bWTtl PF:IGIIATIC LEU BATHROOM 11 FOOATHRO01TH � -H �LINEAi-r"IR P -Drr� I3E�i 17 RELOCATED EXIT Li4HT 2 -4- c� CL 1CM EMERGENCY BoTTERY FAQ< z 10 ALAN NCH DROP orrIT )11T11 EDGE or NEW HALL. 0 a > A CURFACE MOUfITED EXTERIOR EMERGENCY EGRECG LIC/ IT 11/10 MIN. BATTERY T P.GK l NE-# i NEW NEON SIGN- REFER TO ELECTRICAL SHEETS FOR POWER 19 SURFACE MOUNTED CONDUIT. G.C. TO PAINT BLACK. REFER TO FINISH SCHEDULE WIas ULE V EI'1-3 3 LIGHTING FIXTURE SCHEDULE M CODED NOTESD C Q H GENERAL NOTES CC z Lo I U `2v a+ Ln ai45 REFER TO ELECTRICAL DRAWINGS FOR V) -U .° ADDITIONAL INFORMATION Q pG i — S � o (E) LIGHTS TO REMAIN SHOULD BE o E 10 RE-LAMPED TO MATCH NEW LIGHTS - -� G.G. TO COORDINATE WITH LIGHTING E U Iv VENDORCO 4) o s m (-I'D) GI B A 0. (2017 THE ARCHITECT I ENGINEER ASSUMES NO • RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM ANO SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. I I I I I I I I I I STORE NO: 16 ) -- I I I II 7_ _ — PROJECT LOCATION: .....tr..;.,..t . .t,, ...t.....;.:,,,titt. 7..,,_,_7,,.. it:7-,,,.;._ ,,t,.,t.,,i, ;-:.,:...,.,:„, I I I I L - -aa��� \ �5� � ° `s WASHINGTON SQUARE T srh -- r y 9585 SW WASHINGTON a..a&r:aha h. v f < ,1.} ~w SQUARE RD SPACE #F01 I ( _sl,I} I 1 "` cv.s`'4' �s� PORTLAND, OR 97223 1 e'ed N zla—- `}x f ;' DESIGN TYPE: 3I-0" 31-0" 31-10" !ADJACENT TENANTI -- , - o \• F'', ;Z ` " / /1-1 EQ. (N.F.c) I r,, j I _' I'., a� ,. �:. "' REVISIONS: I I I,_ 3140" 2'-611 \. EQ! EQ. i° 2'-6'',.,.. • • ;s : �.. 9' !/ ` ,/ ////./!/////////!/////////////////////////////// ////////J% I I N int c1 I a n a S_ REQUIRED BY: DATE _ , I T - , e I4© DISP •Y WI DOW REC I '� _ n la I 1 ( I L __ __ -__- -._y I t n, ' I _ ® IoJ t DEIST. /1\ BUILDING I 40 4 f 6'_all 1 N I I P 3 ff1 {j— —_ — — ? y, P-5G DEPARTMENT COMMENTS 05117!17 ' Cl •cv • T-1 T-1 T-1 T-I {k' ; ; Illy m� NI I I � I .2°1N m 5 f3 S tg 5,f1 -- f3 ////////////aril [[ii] ti R.. •A- -'4" • —GLC-5 — — W P 3 c� SALES I 11 '91-2" At I �- " q -6 nitS; ' '-: r. — ` 11 q P3 P-3 P-3 A11.5Ail I I A11.5 CLG-I; I —I EQ. EQ. Isy ;,; 3; IN 1 7 , — r, N c, - -, . [© DISP •Y SOF 11 iiIIMIMPW91111. '1:. :iti/ .--: ��. EQ. EQ. EQ. EQ. cvB _ _ ___' - - I� - - - - - - � - ®o,- - - �1 - - - � - - - �C I : - 4 - G E 7 P 5 N-I a IY I I... I (1 [ I r.s '` .. CLG-5 n_g�/ ►�I I� ry • Ct I c I /all♦ •I-0", EQ. EQ. 1.7-- .�,l� -2 I 1:Q. -�7s1- :::::. ':'::.': 4 _'_ I s'-•II S y X1.1 VY '1 I �uX N I E A I1-1 '� _1 I I + , € s. ; INDICATES NO REVISION TO THIS SHEET i _ O - I Ua U w I 1-a �- - - _, - I 1 --�- ,�, II - -—�� I \ ® 21 ,o , V I (Y Z o 1 . 1 P-21 `� i DRAWN BY: AMA I u�!� EQ . EQ. (NI E EQ. = f :, z CHECKED BY: ELM n. IV w EQ. EQ. EQ. I {� 5 1 cv cv cv cv-Z i g, / Fut �"`� w �. _ r il z ll.l I %/l/////////// -- - - I 0.1 0.1 I I I �q 1 1 1 1 I T K \ _►+l �/ c4® -- -- w - - - - w --- 1 ,;,Ika. .- - _ _'''-- -- - �b t x - – 5 -� ka ra '` L' - P' 3 P 3 P-3 12 w 1 : �'1ti''D ARC1111: 11_921-6" : .y:x<r :::i:F k�:2 — s _ _ { cAo • 6y` `� jy `Ct:�,. •F� iait .....tifi}�:i1 ..•44. ,y' I 1,! � � 4 I (1..,. I1 III Y� y f '`_ ST. R 1 d _ 1-q" EQ. EQ. ' EQ. EQ� EQ. EQ IIP-4C - - - — I' I5 _6 r ��_' t� E RY GEIL! G/, EQ. CL-1EMEQ. - ;=. 1a I = I' ,' �- EXISC�-' R 1 R-I R 1 7 14 kk _ CLG-5 , • �I � 37� I`M DCIC•lir �—Q}-- - • 8 8 g in gg 8 8 l I d _ T-I T-1 T-1 - T-1 T-I T-1 T-1 T-1 [f.!.21•F16 O i; ACG. F. o I1=.R. X31 F.R. ts2 F.R. stl _ ' lq I iii I II EI I I w. Gti 1M ■ / I L li iiiiiii�/.ii�iiiiiiciiiiiiiiiiiiiiiii.. I I I : L 4as atmm31,`141 IM : 1 : : : CM : : : : : . Cal : : : 11 : : C : : : CM : : : : : : CM : : : » C : : : 11 : : : : : : 11 : : = / 2 : C : : : 11 : : : : : : 11 . = 1 : : C : : : 1 �`1 � 05/19/17 UNISEX RESTROOM/ 81-0" IADJACENT TENANTI P-IC I (N.I.c) I- GLG-1 DRAWING TITLE: / REFLECTED — CEILING/ ® I LIGHTING PLAN LC) I _ n_-L DATE ISSUED: I , 04/07/17 - PROJECT NO: NORTH 170128 a l7/::-D GO DRAWING NO: r- ,-- N Q, a W A3 . 1 1/4" = 1'-011 ° REFLECTED CEILING 1 LIGHTING PLAN _ A 0. 0 # DESCRIPTION # DESCRIPTION OWNER: 1. NO SUBSTITUTIONS HILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM OWNER. 1 I IATCI 1 AREA IND+CATES *RE* FOR C.C. TO INSTALL MALL rLOORINC FROM CLOSURE LINE TO 22 G.C. TO INSTALL TACTILE EXIT SIGNS THAT READ 'EXIT' TO COMPLY WITH IBC CHAPTER 10. REFER 2. G.G. TO PROVIDE MOISTURE VAPOR EMISSION TEST RESULTS ON THE SLAB AFTER THE SPACE HAS LEASE LINE. TO H/A14.1 U NTU C Kitk BEEN ACCLIMATED TO TEMPERATURE FOR A MINIMUM OF ONE WEEK. TEST AT 6 LOCATIONS ON 2 PRE-FINISHED CASI-IWRAP 23 IIATCI ICD AREA IPIDICATI LOCATION OF tlCl l ELOORk�G TO MATGI I UEi:.TNG SHIRTS DESIGNED TO THE SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING LOCATIONS SHOULD BE NOTED ON THIS SHEET WITH THE CORRESPONDING RESULTS AND SENT TO UNTUCKit'S PROJECT MANAGER FOR 3 PFZ$ FIPIICI IIP BACrI•IRAP, BACF BY G.C. RBFER TQ CSTAILC CN CI I-SET A'i.0 BE WORN UNTUCKED. REVIEW. PENDING THE RESULTS THE G.C. MAY HAVE TO SEAL CONCRETE AS DIRECTED. 1 4 G.G. TO CONTINUE FLOORING BENEATH CASHWRAP 379 WEST BROADWAY 3. ALL FIXTURES IN SALES AREA ARE PROVIDED BY OWNER AND INSTALLED BY G.G. - COORDINATE S ANTI FATIGUE MAT INSTALLED OYER 1-INIS I I rLCOR NEW YORK, NY, 10012 FINAL FLOOR FIXTURE LAYOUT WITH P.M. 6 ' DASHED LINE INDICATES WAINSCOTING (FRP-1) TO 50" A.F.F. 4. REFER TO SHEET G1.5 FOR FINISH SCHEDULE. G.C. TO PROVIDE AND INSTALL WATERPROOF MEMBRANE (LATICRETE (1236 OR APPROVED EQUAL ARCHITECT/ENGINEER: 7 PER LANDLORD REQUIREMENTS) UNDER FLOOR AND 6" UP WALLS 5. G.C. TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON TILE IF APPLICABLE. O ACCEZCIDLE TIIRESI IOLD ani ' 0 0 6. G.G. TO ROLL WALL COVERING AT TOP OF LOW WALLS AND OVERLAP WALL COVERING FROM z .Y" x (1 G.G. TO FINISH EXIT ALCOVE AREA TO MATCH (E) MALL FINISHES COORDINATE WITH LANDLORD P_ OPPOSITE SIDE THEN STAPLE CAULK. - ¢ < rr 10 . CARPET CLAM y 17. G.C. TO ROLL ALL WALL COVERING AT INSIDE CORNER FOR CONTINUOUS RUNS. m 11 FITTING ROOM SEATING (45" BENCH IN ACCESSIBLE FITTING ROOM - SECURE TO NALL) E E N v - ---- - - _ uJ o13 FITTING RCCM IIANC BARG 0 :cil: r 14 SALES FLOOR MIRROR, REFER TO DETAILS SHEET Aq.I PATCH AREA INDICATES I It IERE C.E. TO rLAS1 I SKIM CONCRETE :LAD TO A MA)(. TOLER+4P4GE TO 15 1/0" IH 12' 0" Or ETORA4E SHELF TRACK (ENTIRE AREA) V) FINISH CALL OUT LEGEND: 16 ALIGN FLOOR TRANSITION WITH THIS SIDE OF DOOR JAMB rr W= WALLS 17 LCCGE l 1ALK Ql'r MAT 2 ,zr B = BASE 10 G.G. TO CLEAN/REPAIR E)(ISTING FLOORING TO 'LIKE NEI-i' CONDITION 0 T = TRIM 11 G.C. TO YELLCI-1 TAPE OFF CLEAR CPACC ON rLCCR AT ELECTRICAL PAPILLC F = FLOORWI .S9 20 FLOORING DIRECTION - RANDOM STAGGER PATTERN Q CCc tr) NOT USED S FINISH PLAN GENERAL NOTES D FINISH PLAN CODED NOTES c # ) H Z � 0 in U 5 L in r V) 1-Z) 4.L Y N U 0-alLo U 0 D BA CO 02017 THE ARCHITECT t ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. I I I I I I I I I I STORE NO: I I I I I .4,-,-..c. -7 -77—..\-,\. -1_ — — — PROJECT LOCATION: 1_ \ - 7E1 I WASHINGTON SQUARE .�� 1• - _ _ , II 9585 SW WASHINGTON •Nzni,�'� I I SF-1A SQUARE RD \\ \ �� I SPACE #F01 I I I • PORTLAND, OR 97223 I I I \ I DESIGN TYPE: ADJACENT TENANT I (N.I.C) I REVISIONS: n - ' - REQUIRED BY: DATE \ �1 �� AWC-1 QO I P-IA i / i "i I I — — 0 W P-1A AL SI_ W - G2 "' 8 H-2 P-1A F FC-10 — %//////////////////////////f/////////////////!!/////////////A ac / FC-1 1 © -_ ., CONC. FC-10 FC-10 FG-1 OM -- ail o I I N 16 I _Aimi _ Qmar A I.1 n "INDICATES NO REVISION TO THIS SHEET ✓ AILI I I j SALES 1 I a 1 w P-IA DRAWN BY: AMA o q � ti D I• B B-2 0 S u CHECKED BY:ELM `� I `' 1 ® o liiii�iii% �. T P-IB IZIF s z WC-1 F FC-I _ A E votBD ,61.e. I. '/�/,/ /,/AI vii ACC. F.R. F.R. #3 F..R. #2 '':F.R. #1 I +4., ��3 i- - _, G S.S SHOCK .�� 3'-01 -3A -2A t • 3769 ' jr ,, �� T I SF-1A t� / le . L I I SF-38 /P '"- . . CD 0 0 I .r,.r. 9400 G. : %f///ff////f////f0!/////f//////////////!////!//.0////A t .m;aea�� G.G. TO PATCH AND REPAIR :1 : : : : : : : : : : : : :1 : : : : : : : : : : : : : e : : - - - - - C - - - - - - - - - - - C . - - - - - - - : C - - - - - - - - - - - - - - - - - - - - - - - I /, ' // MALL FLOORING AS 0 ; ,;;1,;:�:1 REQUIRED 04/10/17 TYP. 7,73;Amatia I— h UNISEX RESTROOMI ACC. FITTING ROOM B 8-1/P-18 ADJACENT TENANT W P-1A/FRP W P-1A T P-IB B B-2 B B-1/P-IB F FC-1 - (N.I.C) T P-1B T P-1B o F FC-10 F FC-1 DRAWING TITLE: FINISH PLAN . y I I 1 r I'E1—.\ DATE ISSUED: I1- 04/07/17 PROJECT NO: NORTH 170128 2 'rt ;, DRAWING NO: GN 0 N O 4 a A5 . 1 114" = 1'-0" °a — _FINISH PLAN FIRST A 0 OWNER: FLOOR FIXTURE LEGEND QCCUPANT LOAD; REFER TO OCCUPANT QTY. DESCRIPTION QTY. DESCRIPTION QTY. DESCRIPTION QTY. DESCRIPTION UNTUCKit , LOAD CALCULATION ON SHIRTS DESIGNED TO SALES AREA: 42 51-]EST G1.1 FOR MORE 3 r 1 LARGE MIRROR BE WORN UNTUCKED. STOCK AREA: 2 INFORMATION (4' UNIT) 7 2 CHAIR MIRROR 42 TOTAL: 44 2 NESTING TABLESCH t 1 SMALL MIRROR 379 WEST BROADWAY (6 UNIT) 0 WALL HANGING SYSTEM MIRROR gp EGRESS: WALL HANGING NEW YORK, NY, 10012 EXITS REQUIRED: 1 (PER TABLE 1015.1 MAX NESTING TABLE (8' UNIT) 0 0 MIRRORPL CUSTOM SIZE MIRROR EXIST PROVIDED: 2 OCCUPANT LOAD 15 49 1 ROUND DISPLAY TABLE WITH ONE EXIT) T�- 96 ARCHITECT 1 ENGINEER: 0 CUCTOM HANGING GY:TCM 1i 1111111 I I' I I 1' 1 NEON SIGNAGE I SMALL NEON SIGN U L r E E I ■ ■ DISPLAY TABLE I iU U CASHWRAP NEON SIGNAGE . 0 KO - LARGE I N CIOs Y Y 1„I' I'ii. n (3' UNIT) 4 El U) N 2 MANNEQUIN (4' UNIT) 5 3015 NON-SALES WALL UNIT iic! o MANNEQUINS (5' UNIT) 40 s o I 2 ROLLING CART 1 SEATING 3 • FITTING ROOM SEAT 1= ROLLING CART SEATING V) ACCESSIBLE FITTING 1 RUG 1 TABLE 1 ROOM BENCH C TABLE-I ADA BENCH 2 0 tl H HALL SHELVING I 2 WALL SHELVING 1 TABLE 1 FLOOR LAMP TABLE-2L RUG-1 G LI] OCCUPANT LOAD & EXIT REQUIREMENTSSFIXTURE LEGEND D 13C ci QLo ciz. In CD (/) Qa Lh cc . 0 -C co gq- E^, § � 2 0 T 0 D CO ::IIIii::: A ©2017 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. I I I I I I I I I I STORE NO: I I I I I - - - - - - L _ �—Q;.o:,ti v.,a, --. ,xx;q a,, — 71 PROJECT LOCATION: I I I L 1 �'�M1RROR 3, \. — WASHINGTON SQUARE EQEQWALL HANG1iNG1 3/4" 9585 SW WASHINGTON I'$ ti � I SQUARE RD o I SPACE #F01 I I I oo * \I�� PORTLAND, OR 97223 I IADUAGCN I ;GIANT 71^011 \`� /�1 � I i DESIGN TYPE: I EQ. 7 7/8" I I 23'-2 1/2" 8'-4" i 3`-6 3/4" « �` I 2" TABLE - 36 1$40 O I REVISIONS: � I --- —- - y r I 1:,= REQUIRED BY: DATE mili ` / f- fMIRROR 42 I = 6018 6018 6018 6018 3818 a YYALL HANGING WALL HANGING 6 11.1a NI s0 - pIX ---- coiri 31`g11 2'-(o" 4818 3618 4818 V m I'-5 1/2" co CH-1 71-10' . _ / / / ///// / I iY apar QC I I� . � /f.+ r L�Ld U I r I'� ,,,v,,,,:;),„ A c m frill ' m, _ mcn LTi 'INDICATES NO REVISION To THIS SHEET otir �, o DRAWN BY: AMA z a z U __ i4:11J co_ — — I � CHECKED BY:ELM Ili Si 103 m o� I 71917 , \ iti.x.x.:.::::1 .--. •::::1:::::::::::1:1:1•1:::::: ''''' .::::::::,:,:::::::::::::::: ''''''''::::: /1;/''- 11.7-777711 ili /////////11 11 I 1 / ' 7 '/�'%%,� 1111 ill I%� 1 � ---k f0 ID le /r► 1G i 7,,,Y:DA'N.3.7.,46R9Emsii.:. • .......... A --_........1 i 1 1 MIRROR 42 MIRROR 42 WALL HANGING WALL HANGING I II I r1! �O ■ ' ill % w• , H3N38 110V %//////////////.%//////.U//////// / { ate:a��A`Q�` .�� OF Vt 1 04/10/17 EQ. X11^6ll EQ. 41_411 AI^,111 ' Al-411 rt 9 F ADJACENT TENANT ^Y 'i I ^T "Y (N.I.G) 1 DRAWING TITLE:/ FIXTURE ® PLAN ngli) _. iii. 1 r rc‘I DATE ISSUED: 1 I 04/07/17 PROJECT NO: NORTH 170128 6,5 (2</:/P). DRAWING NO: G CV 4 0 w 114" = 11-0" A6 . 1 ° FIXTURE PLAN - FIRST - A J rl OWNER: UNTUCKitir, SHIRTS DESIGNED TO BE WORN UNTUCKED. P-1A WC-2 379 WEST BROADWAY - - /-1 P-IC j NEW YORK, NY, 10012 CEILING REFER TO PLANIS) REFER TO PLAN N. L.....1 a.o. CEILING .-- ' B.0. CEILING ARCHITECT/ENGINEER: r\ OPEN ~ f/ f ^� E pot 85 N N rN. < a = _° ill LIII1 U 0to N. N. NN OPEN 0 ua °I t / N. rw...r. wr..q _ . A • N \ ,//,////////„,,,,,,,,,,,,,,,,,,,,/ VI) // \ O'-6" A.F.Fr , a —6 A.F.F.A.F.F. ,,,.,,,,,,,,,,,,,,,,,,,,,,,, I n Lt T.O. BASE T.O. BASETM / r l I I a'-o" \---I1 1 I 1- �:.. 01...0" I FINISH FLOOR WC-1 r FINISH FLOOR+ O� LU c 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" CCc I NOT USED _ S INTERIOR ELEVATION H INTERIOR ELEVATION D — Z _ I ,Tcr)2 aiNt. I' til) .,:zu I' ''-' u) a U a In O E Lo+ ® P-IC P-lA RI .zr E US„ 3 WITH CUSTOM CEILING N <t P-ICI WALL COVERING (rd 8 �'s I CEILING WIZ ,4, I __ — REFER TO PLAN H.O, CEILING 02017THEARCHITECT/ENGINEERASSUMESNO •-- RESPONSIBILITY OR LIABILITY FOR THE USE OF We started UNTUCIOt because we had trouble finding shirts that looked good untucked. OPEN - THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED Shirts aren't designed that way they're too long and look sloppy untucked. AND SEALED FOR SUCH SPECIFIC LOCATION IN THE It's a deceptively difficult look to get right. STATE,PROVINCE OR TERRITORY SHOVNV ON THE So we decided to make shirts for those who want to wear their shuts untucked. SEAL THIS BUILDING USE IS ONLY APPLICABLE IN We would make a better shirt for the untucked man. AREAS MEETING THE STATED DESIGN CRITERIA A casual shirt fit for comfort and not convention: I designed to fall at the perfect length.An'untucked'shirt. :--- --- ....7:.= ===".. -- -•— • I So go ahead...UNTUCKit. 1 "''.** / ! /r G / I _ 1 I I1 1\ 1 1\ 1 I — / „ ,� 9 %/ -- I I I I — STORE NO: j % a 0 / R I I I I /A __ I I A9.1 / / / / R 00, ♦ PROJECT LOCATION: - - I I / �/ R \ k WASHINGTON SQUARE a -� A.F.F. t.........................-- f----- �i/. �/. o I I' I ! , I i .� T.O. BASE 9585 SW WASHINGTON I " P-2A >3- i B-1 FINISH FLOOR SQUARE RD P-1A P-IA SPACE #F01 1l4" - 1'-0" 1/4" - 1'-0" PORTLAND, OR 97223 - - NOT USED = REVISIONS: REQUIRED BY: DATE I IP-IAI WITH CUSTOM / P-IC 1 WALL COVERING CEILING I 0 / PLAN eti) _I7 /' / /// / RE ER O B.O.rCCEILING /2/1 . J . 4 //,, / / \ / \\/ ' / y, / / ///// `) mow muff f \ / \ `INDICATES NO REVISION TO THIS SHEET / ///// / / // / / \ / \ %/ �. 7// ; DRAWN BY: AMA I \ / \ ///////1 CHECKED BY:ELM 14(/) $ / \ /,0 \'/\ 0*-6" A.F. en • l /1., / \ / � ....,/ T.O. BASE Av4 �' -1 A, 4'0'0 FINISH FLOOR 8-I 13 s P-lA P-lA S.SHREMSHOCK •1/4" - 1'-0" 1/4" = 1'-0„ 1/4" = 1'-0" 3769 • NOT USED = P NOT USED = K INTERIOR ELEVATION _ B o4 14'0F 00 04/10/17 / P-IC { WC-i CEILING WITH CUSTOM WALL COVERING P-1A ,EQi,," 71-10" ,,EQ. P-IC / I 1 2 71_02" CEILING I ttt DRAWING TITLE r REFER TO PLAN I ) I I B.O. CEILING WALL MOUNTED ' i t I 1 I I . � i - I I ' / I I f/ / INTERIOR LOGO 1 1 I I I I ELEVATIONS -----U _ a IR A-Ka 411 1 . 1 TYP. I 1/ DATE ISSUED: Aq P-iA —7► _ I ,� �, i/ i/ # // I E � I 04/07/17 I+18ow Eta OT or -7 f- -� f, - - I I _ 0 7� I /I ( // - - I I PROJECT NO: 4 f/ --� t; / , ; , //I / f • t o I , I I A01.1 170128 , i I rii , 1 .. .. d� / r// i I I T.O. BASEY DRAWING NO: CI H-1 8-1 8-1 �.—— _. 11 _ .. I FINISH FLOOR P-lA I P-IA ' P-1A 0 1/4" = 1'-0" A7 . 1 -� NOT USED _ N INTERIOR ELEVATION 1/4" - 1'-0" A 6 . \ . OWNER: STOREFRONT SI-IOWN FOR _ \ DESIGN INTENT ONLY. UNTUCKitLit, STOREFRONT SIGN BAND SHIRTS DESIGNED TO AND SIGNAGE DRAWINGS BE WORN UNTUCKED WHI . - -OPAQUE ITE FILM APPLIED NEW SIGN 130X AND INDIVIDUAL -OPAQUE WHIITE FILM APPLIED -OPAQUE 1^11-11TE FILM APPLIED TO BE SUBMITTED UNDER TO FACE OF (E) STOREFRONT PIN-MOUNTED HALO LIT STOREFRONT TO FACE OF (E) STOREFRONT / \ TO FACE OF (E) STOREFRONT SEPARATE C104.1E8Rv.4. 379 WEST BROADWAY GLAZING - REFER TO FINISHI Y SIGNAGE BSIGN VENDOR. SIGNAGE GLAZING - REFER TO FINISH GLAZING - REFER TO F11\4151-I NEW YORK,NY,10012 - - SCHEDULE SF-4A SHOP DRAWINGS TO BE SUBMITTED SCHEDULE 5F-4A1 SCHEDULE SF-4A UNDER SEPARATE COVER A.F.F. 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' ' ' ut • , .• . • • ' . . . . ... .. . . . . • . . . . . . . . . . . . . .. . . . . . . . . . ., . _ . . . . . . . . . . . . . . . . . . . . . -__ • • ' . • • et • . . . . . . . . . . . . . . . . . . . . . . . . . .' . • . .' ' ' ' ' . . . ' " ' ' ' 6°) \ , //// / / /1 i I . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . , . . . . . . . . . . .. . ... ... . . . . . . .... . .... ... . .. .. . .. . '' ' '• . . . . . . . . . . . / Ill I Z 4a. 3 / V) ...t ..ir/ (E) STOREFRONT //// // fi/ P . . .. . . . ... ... . . . . . . .. . . .... ..... . . . ... . . . . ....... .. .. . . . . . .. . . ... .. . . . . . . . . . . . . .. . .... . ... . . GLAZING TO 1SF-3B 1 _ . . /// / $ / / / 1// * *. *.- . -.-• . *. . *•*.* *.**.* • *.* -. •..... . • . • * - * . .- • .* -•..•••••.* -- *.- . . . : . , . . . . . . . . . . . . . . .. . . . , . . . . .. .. . . .. ... . . . .. .,.. . . ... .. . . . • . • uni , SF-F311i REMAIN. G.C. TO 0 . . . 5:. CLEAN TO LIKE . 0 // // vi" /N / . . . .. . . • • . . . . . . . . . . . . . . . . . . . . . .. . . • .. . . . . . • • . ' NEW CONDITION - / / 7 //i . .. .. .,.,.... . . : ' ' : '..• . ** i ' ' : ' • * • . . . . . . . * • . . . * ', . . . . . . . . . . . . .• , . . . . . . . . . . . . . . , . . . . . . . . . . . . .. . . = \ INN0DNIV_tILDLUuAriLINPAITN-EMDOUNTED . . I 31/ / // \\), / STOREFRONT SIGNAGE BY op LIP) 4L uE SN;Ari R\I/TAETNTEDEDO Rcu.0NvE)SE ERI GI:A E irl oZir:5 :rinir) I / I I \ 51-10P DRAWINGS TO 5E -zi• \ \ / . . 1 / / // / // / , .._. . .. ... ... 6..-5 ,/8. . . .... .. . . . . . . ... . .. . . . ... . . . . . .. . ... .. ..... . N. \ SHIRTS? cOrirTS i / \ / NEON GRAPHIC = . . . . . . .. .. . . .„ . .. . . . .. . . . (.) c0 * •• / T0 i / \ 9 .• • . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . .. . . . -.. i \ / I • a_ ,:c..) a: m TO ItE WORN STOREFRONT TO tE \YoRN 5.0. 5IGNAGE 7 0 g 2 i \ Atf 2.,(d7T,Ni/sE,8,,,Ruc4,0R (4 I GLAZING. REFER ; C)0 tnm. ... DT0RAvviEINNGDsoRFosRwop t"I\ E § ill \v/p;1 _ . i . . . . . :... .., : .::.....,. ., i . . . ....,..... . .,. . : ,.. . ,.. . . . . . . . ., , .:. :. ,. .. . .. . .. i . ... :., _ - To- . . \ - \ / . . .. .. .. ...... .. .. . .. . . ... .. . . . . . . .. . . . . ..-. '. . . .. 2. ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. . . . . • . , . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. , . . . , .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . .. . . . . .. . .. . . . . . . . . . . . . .. . . . . . . . . .. .. . ... ... . . . . . . . . . . . . . . .. . . . ISF-331 c TECT/ENGINEER ASSUMES NO RESPO UABIUTY FOR THE USE OF // // / 1 f/1/7 0 irnNs 1 . .. ... . ... . ... .. .. . . . . . ... . . .. . .. • . . , . . . .. . THESE PLANS FOR ANY PROJECT OTHER THAN . DETAILS il " / / // // / I y / /00 ,/ / I . .. . . . . . . . . .. . . . . .. . . . . . . . . . . ... .. . . . . . .. .... ..... . .. . . . . .. .. . . . .. .. ... . .. .. .... . . . . .. . .. . . .. . . . . . . . . . . tfi E SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE El 1 SF-351 / ... . .. . .. ... .. .. . . . . . .. ..... .. ... . .... .. . . . . . . . . . . . ... . . . . . . . . . .. .. . . . . . 4 tu STATE,PROVINCE OR TERRITORY SHOM ON THE \ i// /i /// ... .. . .. .. . . . . . . . . . .. . . .. . ... .. . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . .. .. ... . . . . . . . . . . . . . . . . . .. . .. . . .. . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . SEAL.THIS BUILDING USE IS ONLY APPUCABLE IN - / 0.tni AREAS MEETING THE STATED DESIGN CRITERIA. . . . . . . . . . . . . . . . . . . . . . . . . . . Llia. • // \\\ / // 1 //ii / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ., LEASE LINE \ \ ld , / . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . .. . . . . . . , .. . . . . . . . . . . . ... ... .. , . . . . . ... . . . .. . . . . . . . . . . .. . .. . . . ‘ Qi-Olk FINI514 FLOOR 1" STORE NO: >v/ / / /\ / I I LOCATION OF NEW TEMP. I - GLAZING TO MATCI-I -(E) WINDOW MULLION TO BE (E) WINDOW MULLION TO BE - E EXISTING. GLAZING A RE-FINISHED TO MATCI-1 RE-FINISHIED TO MATCI-I e PROJECT LOCATION: A8. THICKNESS AND GLAZING A82 SF 38. REFER TO FINISH SF-35. REFER TO FINISH CLIPS TO MATCH SCHEDULE (TYP.) SCHEDULE (TYP.) WASHINGTON SQUARE 12" 11-10 5/8" EXISTING ±12'-2 3/8" ±10'-6 1/2" t41-10 1/8" / ±41-10" / ±5'-c1 1/2" 7'-7 1/8" 21-3 1/4" 0_611 9585 SW WASHINGTON / / / / / / / / . EXISTING EXISTING EXISTING EXISTING EXISTING SQUARE RD • SPACE #F01 PORTLAND, OR 97223 STOREFRONT ELEVATION 1/4" = l'-0" C DESIGN'TYPE: r *"" REVISIONS: REQUIRED BY: DATE 1\/ N I I I I *INDICATES NO REVISION TO THIS SHEET I LEASE LINE--- 1 ±5 3/8" ±5 3/8" NEON GRAPHIC BEHIND I NEON GRAPHIC BEHIND I r(E) TENANT SEPARATION DRAWN BY: AMA EXISTING EXISTING (E) GLAZING. REFER TO (E) GLAZING. REFER TO I WALL TO REMAIN CHECKED BY:ELM ±11'-11 7/8" VENDOR SHOP DRAWINGS VENDOR SHOP DRAWINGS 4,.. • EXISTING 1 1 ' FOR DETAILS — FOR DETAILS A?;?.1. / : I 0111111 LEASE LINE ..-- — — — n tf,D A \ Al I \ \ ........... . - -.-14,- t n• I _ I 4tY 'Cr... 10 z`' (E) STOREFRONT k/ C .' t0 I GLAZING SF-IA 4‘. 0 1 ik .:lift S.SHREMSHOCK /‘9 . / (E) BLACK METAL • 3769 (NI I I -i= Lt.' \Irr'cl. s is !:-- k"--------LEASE LINE------'----1) I REVEAL AND _ 1 c0(I) 0:.,<.„ / ti, 6' ADJACENT TENANT f.P_. )4, ' 4 in 1 X co,.9\0, .N I CONSTRUCTION TO "7,7"4, • lig:5 I - - - - - -- .. — LLI ..... ......., „,.... „... ., ....... ....... ...... EIn \7) 17) REMAIN. G.C. TO :•-• OF OR _ _ j PROTECT DURING - —, CONSTRUCTION _ - - --- _ AMMO MM. !MO .. ........,. ** .......... 04/10/17 \..._ j\_. BRAKE METAL (E) STOREFRONT -1-IATC1-4ED AREA INDICATES•LOCATION LEASE LINE (E) STOREFRONT (E) STOREFRONT BRAKE METAL-7 LEASE LINE---i SF-351 e R 0 ENTRY TO REMAIN GLAZING SF-IA OF SUSPENDED SIGN BOX AND GLAZING SF-IA 5F-3B J e A82 ILLUMINATED SIGN - REFER TO. VENDOR SHOP DRAWINGS FOR DETAILS AS2 11-0" 11-10 5/8" ±12'-2 3/8" ±10'-C:: 1/2" ±3'-q 1/4" ±7'-7 1/8" 2'-3 1/4" 11_61: / /\- / / ' / / LOCATION OF NEW TEMP. GLAZING TO EXISTING ENTRY EXISTING EXISTING DRAWINGTITLE: MATCH EXISTING. GLAZING THICKNESS AND GLAZING CLIPS TO MATCI-1 EXISTING STOREFRONT PLAN & LANDLORD COMMENTS - D.C. TO COMPLY ELEVATIONS STOREFRONT PLAN COMMENTS: • ALL STOREFRONT METAL PANELS MUST MEET LL REQUIREMENTS BELOW (THIS NOTE MUST APPEAR ON FINAL DRAWING SET): irk Allrali • ALL SEAMS BETWEEN METAL PANELS MUST BE IDENTIFIED ON THE IC" IF4ZIF DATE ISSUED: STOREFRONT ELEVATION AND MUST BE PROPERLY ADDRESSED DURING DESIGN REVIEW PROCESS. METAL PANELS WILL NOT BE ALLOWED TO 04/07/17 DIRECTLY COME INTO CONTACT WITH ADJACENT PANEL. REVEALS, TURN-IN SEAMS, WELDING OR SIMILAR MUST BE SPECIFIED AND DETAILED OUT ON THE PLANS FOR APPROVAL. PROJECT NO: • NO VISIBLE FASTENERS 170128 0_ • MIN 1/2" THICK FIRE-RATED PLYWOOD SUBSTRATE IS REQUIRED AND - ca MUST BE CALLED OUT ON THE PLANS. i6 DRAWING NO: - g • MINIMUM 18 GAUGE METAL PANELS ARE REQUIRED. THIS MUST BE CALLED (.1 OUT ON THEIR PLANS FOR APPROVAL c-5 Zs•• a - = 1'-0" A A8 • 1 0 STOREFRONT PLAN ...„ ra - - - _ - - OWNER: UNTUCKitL SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY, 10012 ARCHITECT/ENGINEER: mg g Y ,C U 8 xUU E E 0 O N N 0 (Ic 9 1 vi - Ill V i 2 3O c+7 I 2 O WI 1 1/2" = 1'-0" CC a NOT USED _ ulS .... ,,..)co o LEASE LINE -- iT U ,45 Tr - Tr TENANT -�-� U v ' SEPARATION Q — WALL Y 2 o NEW NEUTRAL 4:1 v PIER. COORDINATE ‘ u) 0 in REQUIREMENTS E § 3 WITI-I MALL (11 _t 8 (73 REPRESENTATIVE CDn .;: G.C. TO INSTALL - 3/4" BLACK (E) STOREFRON" 02017 THE ARCHITECT/ENGINEER ASSUMES NO METAL REVEAL s ., ENTRY DOORS RESPONSIBIUTY OR LIABILITY FOR THE USE OF _J. TO REMAIN THESE PLANS FOR ANY PROJECT OTHER THAN I SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE (Q I - - STATE,PROVINCE OR TERRITORY SHOWN ON THE - - - SEAL.THIS BUILDING USE IS ONLY APPUCABLE IN (E) STOREFRONT AREAS MEETING THE STATED DESIGN CRITERIA. h1} GLAZING TO REMAIN BRAKE METAL TURN-IN SEAM r —NEW TEMPERED GLAZING STORE NO: . V PROJECT LOCATION: • ` ._. - WASHINGTON SQUARE - BRAKE METAL PANEL 9585 SW WASHINGTON OVER 5/8" F.R.T. 1'-0" ±I'-10 5/8" PLYWOOD OVER METAL 'c V.I.F. '.. SQUARE RD STUD FRAMING SPACE #F01 _ _ _ , PORTLAND, OR 97223 NEUTRAL PIER DEATIL 1 - 1 -oii T NOT USED 1112„ 1 -o,� L NOT USED 1112�# 1 -o G NOT USED 114tt = 1 -a,� C DESIGN TYPE: STOREFRONT SHOWN STOREFRONT SI-TOWN STOREFRONT SHOWN REVISIONS: LEASE LINE I FOR DESIGN INTENT FOR DESIGN INTENT FOR DESIGN INTENT TENANT I ONLY. STOREFRONT ONLY. STOREFRONT ONLY. STOREFRONT REQUIRED BY: DATE SEPARATION SIGN BAND AND SIGN BAND AND SIGN BAND AND WALL SIGNAGE DRAWINGS TO SIGNAGE DRAWINGS TO SIGNAGE DRAWINGS TO BE SUBMITTED UNDER BE SUBMITTED UNDER BE SUBMITTED UNDER SEPARATE COVER. SEPARATE COVER. SEPARATE COVER. i'-8 I/4" -\\\ (E) MALL BULKHEAD (E) MALL BULKHEAD BULKHEAD • TO REMAIN // / TO REMAIN TO REMAIN (E) BLACK METAL (E) BLACK METAL (E) BLACK METAL REVEAL TO REMAIN REVEAL TO REMAIN REVEAL TO REMAIN l' 6" - 14'-8 1/4" A.F.F.4 14'-8 I!4" A.F.F. 14'-8 1/4" A.F.F. 8.0. BULKHEAD ' B.O. BULKHEAD B.O. BULKHEAD ;fiF, BRAKE METAL �_ " , �_ " - "----,--j„,-- 4.-V �� N TURN-IN SEAM 131-8 3/8A.F.F. 13 8 3/8 A.F.F. `�. , • A s ADJACENT TENANT ............................ .. —'t 'INDICATES NO REVISION TO THIS SHEET CONSTRUCTION. B.O. (E) STOREFRONT BA. (E) STOREFRONT , f; C'3 B.O. (E) STOREFRONT G.C. TO PROTECT •'•• ' (E) •STOREFRONT _. I:.: _:.:: (E) STOREFRONT �(E) STOREFRONT DRAWN BY: AMA/REC ::'''/ DURING CONSTRUCTION TO ( CONSTRUCTION TO = CONSTRUCTION TO 4 CONSTRUCTION REMAIN - r • • CHECKED BY:ELM REMAIN REMAIN I .41,0.4 47 LEASE LINE41 _ N A I " OP QUE WHIT FILM I " E - -9A.F.F. - 11 A.F.F.AA.F.F. 9 .F.F. � III.::iii :c•::i•r}:i r:r:::i• :::•r: r:a - BRAKE METAL PANEL B.O. CEILING APPLIED TO FACE OF NEW 4,111-01" O CEILING — it;;;;;;;" BRAKE METAL .B.O. CEILING „ G _ B. L G STOREFRONT IN T REF ONT LAZ OVER 5/8 F.R.T. R GLAZING .......... .... PANEL OVER 5/8n a �� F.R.T. PLYWOOD .011\1‘)/W/ ^ I PLYWOOD OVER METAL r REFER TO FINISH SCHEDULE OVER METAL V STUD FRAMING SF-4A �� STUD FRAMING 7- 1INDIVIDUAL PIN-4MOUNTED ND e A / LOCATION OF NEW TEMP. / HALO LIT STOREFRONT S.SHREMSHOCIC GLAZING MATC1-1 S1GNAGE BY SIGN • 1" = 1 t-o" P-IA ( ❑ EX ST NG.TO GLAZING H ❑ VENDOR. SIGNAGE SHOP • 3769 NEUTRAL PIER DETAIL - P THICKNESS AND GLAZING DRAWINGS TO BE ., ,, CLIPS TO MATCH SUBMITTED UNDER I EXISTING ( SEPARATE COVER 14v OR $ OF c ( B SF-3 � I (E) STOREFRONT i� GLAZING (BEYOND) / TO REMAIN. G.C. TO / (E) STOREFRONT 04/10/17 CLEAN TO LIKE NEW GLAZING TO REMAIN. BRAKE METAL - / CONDITION G.G. TONEW CLEAN TO LIKE NEW CONDITION TURN-IN SEAM 6`-0" A.F.F. STOREFRONT (E) STOREFRONT B.O. SIGNAGE ENTRY DOORS TO ENTRY DOORS TO _.� ♦ ` REMAIN. G.G. TO REMAIN. G.G. TO DRAWING TITLE: INDIVIDUAL PIN-MOUNTED CLEAN TO LIKE NEW CLEAN TO LIKE NEW NON-ILLUMINATED L, CONDITION : o CONDITION STOREFRONT "o STOREFRONT SIGNAGE BY PLAN & r SIGN VENDOR. SIGNAGE Nr SHOP DRAWINGS TO BE SALES MALL CONCOURSE SALES L MALL CONCOURSE ELEVATIONS 1 ' SUBMITTED UNDER / I I ^•}}} }}}}} }}}}}}}}}>} \ SEPARATE COVER I / '< LEASELINE LEASE LINE SALES MALL CONCOURSE �1/4" (E$ ;N1ONGO WIMN _ _ DATE IIlLEASE LINE AE O4I O7!17 ( ) WINDOW MULLION(E) STOREFRONT• TO BE RE-FINISHED TO MATCH SF-3B. SF-3B. REFER To PROJECT NO: - GLAZING TO I I / ( / REFER TO FINISH REMAIN OVER 5/8"BRAKE TF.R.TAL ANEL ( (EYP)SCHEDULE eL PLYWOOD OVER METAL ��-�" I 0'_00 SCHEDULE (TYPO_0" 170128 LEASE LINE STUD FRAMING FINISH FLOOR I FINISH FLOOR I FINISH FLOOR h 1 X t2'-8 1/2" x t2'-8 1/2" DRAWING NO: I EXISTING / EXISTING N ±5 1/8" ±5 1/8" / `' EXISTING EXISTING `a to w ik8 • 2 0 3" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" STOREFRONT DETAIL N STOREFRONT SECTION @ WALL _ STOREFRONT SECTION @ GLAZING E STOREFRONT SECTION @ ENTRY _ A 0 OWNER: UNTUCKit f�, SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY, 10012 ARCHITECT/ ENGINEER: c' .� ° t L V .i ,e 08 UI ! H thy ;n ;u 1 0 v)c 1 TS O Vii) ,d to G2 colt O INBU c 2 NOT USEDMNOTUSEDet ...f. (%NOT USED H NOT USED D I : -! N — • � o REFER TO Cl) U � ' e! PLAN� REF. CEG. PLAN `i REFER TO < COLUMN NCLOSURE Irillii;FFLELTTE°D REFER TO CEILING PLANt REFER TD CfiLING PLAN oREFLECTED CEILING p_iq CEILING77 T.O. CEILING E T.O. CEILING h 'A lik PLAN FOR CEILING `/// PLAN FOR CEILING FINISH77 FINISH 'J� �� �"��--Ar--- ,/,41 ' 4 1/4" WALL CONSTRUCTION i *YL017THE ARCHITECT IENGINEER ASSUMES NO gill' illi COLUMN ENCLOSURE F -.T. BLOCKING WALL FINISH 6" V: WALL CONSTRUCTION RTHESE esPONsteouTYORLwsIurrFOR THE USE oF - CT OTHER THAN [ P-IA 3 3/.0 U. � P-1A y� Wl N O 2t_�n //— WIDTH r— AS SCI-IEDULED p ANDSEA�EDFORSUCHSPECIFIC S FOR ANY OCArONINTHE J",Y t AS SCHEDULED SPECIFICALIYAUTHORIZE08YTHEMANOSIGNED DT F LARGER ER M i RROR # STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS 4 I/2" 11_," Air 4" 21-01� F £ AREAS MEETING ITHE STATE DESIGN CRITERIA.NG USE IS ONLY CONT. 1x4 F.R.T. CONT. 1x4 F.R.T. WIDTH OF SMALL MIRROR 4 BLOCKING, TYP. m rip!' T—p" A.F.F. rr BLOCKING, TYP. mL L T T-0" A.F.F. II . F. T.O. MIRROR Cr 4' T.O. MIRROR t- FER TO . OF BLACKING REFER TO = i . BLACKINGV DOR SI IOP VENDOR 5{�OP v �, STORE NO: DR INGS FOR DRAWINGS FOR ~ r`jE + 1 i ATT• I-IMENT MIRRORTRIM/ ATTACHMENT v -- REQUI- MENTSMOLDING REQUIREMENTS <MIRROR PROJECT LOCATION:TRIM/ 518" TYPE "X" GYP. BD. 5/a" TYPE "x° GYP. BD. WASHINGTON SQUARE MOLDING OVER 3/4 F.R.T. OVER 314" F.R.T. PLYWOOD {E) MALL PLYWOOD BLOCKING BLOCKING APPLIED 9585 SW WASHINGTON COLUMN f APPLIED BETWEEN STUDS E BETWEEN STUDS SQUARE RD6. �ill r j � SPACE #F01 " / j PORTLAND, OR 97223 ri/ I i f f ,— " IDESIGN TYPEjI J 5 O A.F.F 5'-0'" A,F.F ` T,D. SHELVING ITA. ELVING ° II i1'—i" € U REVISIONS: F1 i"1111 ' CONT. 1x4 F.R.T. —i�� /�� — — i ll 1II tv BLOCKING, TYP._ _ — • r REQUIRED 8Y: DATE ti _I 3'-6" A.F.F. 453TI.-01C.) 7/8" A,F.F v1j r .0 I_ ///, BLACKING SHELVING ii17: REFER TO /I/ - VENDOR SHOP / f EkeN DRAWINGS FOR / 1 J - -FIXTURE STRUCTURAL 1 ci ATTACHMENT . ' " < PANEL. REFER TO VENDOR € FIXTURE STRUCTURAL Aq'I REQUIREMENTS Aq'iT,O. SHELVING • (—I SHOP DRAWINGS = SHOPPANEL. REFER DRAW DRAWINGS VENDOR 17/// $ i OiycC 11 TO. SHELVING 1 G.G. TO ATTACH FIXTUREAT LEANING LEANING MIRROR -WALL MOUNTED WALL MOUNTED ' G.G. TO ATTACH FIXTURE AT MIRROR II ON COLUMN MIRROR MI:OR WALL STUD LOCATIONS AS f WALL STUD LOCATIONS AS c)1:117::: N x AO REQUIRED. VERIFY STUD REQUIRED. VERIFY STUD o LOCATIONS IN FIELD COLUMN LOCATIONS IN FIELD 3 SA .INDICATES NO REVISION TO THIS SHEET i 4501.1.-7 i/2" A.F.F 1 ,. .O. SHELVING 1 lii COLUMN CONT. ix4 F.R.T. �-1A ' I DRAWN BY; AMA SASE BLOCKING, TYP. _ ' in L\ B-1 Jo l //J.— — — /l — -1 0'-6" A.F.F. °'-a" ' ( ot_o" I i �—_ CHECKED BY:ELM II P-IA ��; \� FiNISHED FLOOR 1'FINISHED FLOOR 1 A ildW0..... . I - \ 7° BLOGKING� FINISHED LOOR FIN. FLOOR t4C C) 0 REFER TO VENDOR REFER TO VENDOR STOP TRIM AT t4 1/2" SHOP DRAWINGS FOR SHOP DRAWINGS FOR MIRROR, TYP. ATTACHMENT ATTACHMENT REQUIREMENTS €11 REQUIREMENTS EACH SIDE gl \,' V- S.Bi�tREiMSNOCK 1" = 1'-0" �� 1" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" • 3769 ' COLUMN MIRROR ELEV. & SECTION SALES FLOOR MIRROR ELEV. & SECT. K WALL SHELVING SECTION F WALL HANGING SECTION _ B1, I I 11 A9.1 I I I I Aa.1 04/10/17 galIi N II r '5'-O" A.F.F. � ( 1 5'-0" A.F.F. I ( I T.O. SHELVING _ u I l u 1'T.O. SHELVING _ i I I I 2'-O" --► / 31-12j1" / CONT. ix4 F.R.T. / 3 T1r1 . 311 ( I� /4'X A 3'�4" ,,4"/ DRAWING TITLE: BLOCKINGMI= , TYP. G INTERIOR 411 4 �=��i .1 I TYP. TYP. TYP. TYP. HANG CLOTH��JAR ..o - FIXTURE STRUCTURAL u u FIXTURE STRUCTURAL ■—'. t - ' PANEL. REFER TO PANEL. REFER TO SECTIONS AND IRVI ,VENDOR SHOP DRAWINGS 2. VENDOR SHOP DRAWINGS DETAILS G Z, ~ .•3«,..,.=.- , .z '. <<, e . a , r„.. ,.,.. „ ,1: ..s.-....,,.... -r .1 ....-.:,.r..., COLUMN ENCLOSURE PAINT Alli E , p-1A TYP. OF EA. SIDE m WALL STUDS AS WALL STUDS AS COLUMN ���'•'Ili \\—:WALL FINISH SCHEDULED (BEYOND). u u SCHEDULED (BEYOND). I 1 ENCLOSURE ` i 31-0” TO ATTACH FIXTURE AT TO ATTACH FIXTURE AT STOP TRIM AT SMALLER MIRROR P-IA WALL STUD LOCATIONS WALL STUD LOCATIONS DATE ISSUED: MIRROR, TVP. 31_610 AS REQUIRED. VERIFY AS REQUIRED. VERIFY EACH SIDE LARGER MIRROR BASE BELOW STUD LOCATIONS IN FIELD STUD LOCATIONS IN FIELD I I 04/07/17 P1 P-1A f '� u i f u A9.t STOP BASE TRIM AT WALL STOP Ki PANELS TYP.rEAGH SIDE LL PROJECT NO: PANEL, TYP. EACH SIDE ' 170128 A9.1 MP NA,CV OS T.O. u u T.O."BASE S T T.O. BASE DRAWING NO: ✓ FINISHED FLOOR 8 d401- " I I l'FFINISHED FLOOR 0 oA.9 • 1" = 1'-0" '411 \ 1" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 2 • LUMN-MIRROR DETAIL SALES FLOOR MIRROR DETAIL - J WALL SHELVING E WALL HANGING DETAIL - A OWNER: UNTUCKit , SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY, 10012 • ARCHITECT/ENGINEER: m 0 U Uyu A„,. O O Q . 2 2 . . L L to N E E .? 2 m 0 ' CI crico 7 iU V Lo0 M .. 2 2 Q 5.,. Lu C . .0 6 , Cr NOT USED S NOT USED M NOT USED H NOT USED D i1 = w 7 NOTE: t 61_311 NOTE: -C co Ey DIMENSIONS SI-TOWN ARE FOR 3/4" Q v REFERENCE ONLY. REFER TO 2'-i i/4" 3/4" ,- „ DIMENSIONS SHOWN ARE FOR X - VENDOR SHOP DRAWINGS FOR LEATHER /t i �i VENDOR SHOP DRAWINGS FOR 0 a PVC 6 7 1/4 REFERENCE ONLY. REFER TO In FINAL COORDINATION - - MC-1 N.cn m FINAL COORDINATION E in / / / 7 / t / 7 / / / / / / / / / / / / / / / / / / / / / / 7 / / / to 0 u) ` / / / / / / / / / / / / / / / / / / /Q/ / / / / / / / / / / /� / / / / 0 � �� CUBBIES OPEN TO FOLDING TABLE / / / / / / / / / / / / / / /I-7/ / / / / / / / / / / F % / / / / / / / / / f , l' / / / / / / eD BEYOND (TYP.) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ,„,/i HOT ROLLED STEEL EDGE dt CI) I` '-' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ` / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / A 02017 THE ARCHITECT/ENGINEER ASSUMES NO / / / / / / / / / / / �/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Aq.2 RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN / / / / / f / / / / / - / / / / / / /. / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / SPECIFICALLY AUTHORIZED BY THEM AND SIGNED '� AND SEALED FOR SUCH SPECIFIC LOCATION IN THE / / / / / / / / / / / - (j / / / / / / f / / f / / / f / / / f / / / / f / / / / f f / f / /"' / / / fSTATE,PROVINCE OR TERRITORY SHOWN ON THE REFER TO ELECTRICAL SHEETS FOR SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN Q EQEQ. EQ. EQ. EQ. EQ. EQ. / / / / / / / / / / / ' o / / / / / / / / / / / / / / / / / A / f_1�1_z L L L L L.L///-./-/-/- �"" ADDITIONAL INFORMATION FOR POWER AND AREAS MEETING THE STATED DESIGN CRITERIA f/ // // // j/ // I DATA REQUIREMENTS. COORDINATE MILLWORK - / / / / / / / / / / / o in / / / / / / / / / / f / / / / / / /�/ T/%%�� � 7TTTTTTT.T/-/� - I OPENINGS WITH VENDOR SHOP DRAWINGS cs w / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /�/" / / / / / / / / / / f SEAM LOCATION (TYP.) 6 ToEQUAL SPACING I ' / / / / / / / / f / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /-61 STORE NO: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / � / / / PVC SYNTHETIC LEATHER TN vI / / / / / / / / / / / • - / / / / / / / / / / / / / / / / / / / / / f / / f / / / / / / / / / / / / Mc-t PROJECT LOCATION: / / / / / / / / / / / - WASHINGTON SQUARE ` ` t " 6'-3 1/2° 95$5 SW WASHINGTON , 31 " 11-.41 1/2 3 3/4"j 3 3/4" SQUARE RD 5'-2" / SPACE #F01 _ PORTLAND, OR 97223 1" = 1'-0" 1" = 1'-0" 1 If _ 1'-011 NOT USED _ c DESIGN TYPE: NOTE: NOTE: . DIMENSIONS SHOWN ARE FOR DIMENSIONS SHOWN ARE FOR REVISIONS: 2'-2" REFERENCE FINALCOORDINATION ONLY. REFER TO REFERENCEFINALCOORDINATION ONLY. REFER TO VENDOR SHOP DRAWINGS FOR VENDOR SHOP DRAWINGS FOR REQUIRED BY: DATE ''.4tfi'-6" 3" FOLDING TABLE ELECTRICAL CONDUIT DOWN THROUGH mom_ 1'-6" WALL FOR CASHWRAP POWER AND L/ V DATA. COORDINATE WITH ELECTRICAL -TISSUE DRAWER AND VENDOR SHOP DRAWINGS 3/4"( WITH FULL To EXTENSION ::' r , DS r to ,EQ.//EQ.//EQ.,{ EQ.„EQ,, TO CONSTRUCT ION PLAN DULEO. REFER o — in ci tit O j -INDICATES NO REVISION TO THIS SHEET N • DRAWN BY: AMA CHECKED BY:ELM IN /REFER TO ELECTRICAL SHEETS FOR ; • I ADDITIONAL INFORMATION FOR POWER �, �i t , `r-- / - AND DATA REQUIREMENTS. COORDINATE ,� l ♦ -� MWORAWINESINGS WITH VENDOR '�� �1�� 1'-1 t/2" 3'-3" CUBBIES OPEN SWOP DR G ,,,„� TO BEYOND , `3 3/4" (TYP.) ' i ERAID S.SHREMSHOCK 1" = 1'-0" 1,. = 1'-o,, 1 • 3769 • NOT USED _ P CASHWRAP ELEVATION _ K A9.2 ' A 924,1> o -NOT ROLLED STEEL Q "I O COUNTERTOP EDGE 04/10/17 Y w N ri LU ILS DRAWING TITLE: CASHWRAP DM - DETAILS I- toU_ a DATE ISSUED: 3'-0" 2'-2" 04/07/17 PROJECT NO: 5'-2" / 170128 Aq.2 DRAWING NO: issNa rbil'i A9 A9 . 2 1" = 1'-0° 1„ _ 1 -oII 1 I� _ 1 -0" 2 NOT USED N NOT USED _ J CASHWRAP PLAN A • REFER TO REFL. CEILING PLANT 4 A REFER PLAN REFER TO V • LIGHTLY OWNER: /�. IN-WALL WOOD BLOCKING f PARTITION DISTRESSED V q'-0" A.F.F. - q'-0" A.F.F. FULL LENGTH OF DOOR TYPES WOOD SLAT T.O. PARTITION T.O. PARTITION HARDWARE ,� WALL - UNTUCKit , REFER TO G.C. TO PROVIDE 2x6 FINISH F.R.T.IN-WALL BLOCKING SHIRTS DESIGNED TO • • Ix4 WOOD CASING (TYP.) ./ SCHEDULE BETWEEN STUDS FOR PAINT P-1B • ✓ ATTACHMENT OF FREE BE WORN UNTUCKED. �I I STANDING FITTING ROOM 379 WEST BROADWAY N2 H2 DOUBLE 3 5/8 METAL ✓ FITTING BENCHES (TYP.) - NO METAL I U A10.1 7'-0" A.F.F. IO i I ' 71-0" q F F STUDS - SECURE TO �/ ROOM ACCEPTED. BENCH SHALL BE NEW YORK, NY, 10012 T.O. F.R. OPENING ' l I T.O. F.R. OPENING FLOOR SLAB AND LINTEL CURTAIN FIXED TO THE WALL ON THE HANG BAR LONG SIDE TO COMPLY WITH ARCHITECT 1 ENGINEER: - — — — `� { ACCESSIBLE CODE ' - - ��, I.-: L /�// O C PANG BAR3,::.a.:x':'.. y d• m Er .cr.. E U ri-g- C 1 1111111111111 \ ... .E �/ 1 `lip ., - ,q, t: s c? .9 1c▪ Ln al LIGHTLY B.O. TRIM !. '.0 0 1 i• E G.G. TO ROUTE DISTRESSED DOUBLE 3 5/811 o RECESS INTO WOOD WOOD SLAT WALL METAL STUDS 1 D D TRIM TO ACCEPT o A11.1 _ AII.I WOOD SLAT WALL - REFER TO LINTEL .. . 1. V) FINISH SCHEDULE To if�A474 FINISH. ENSURE CUT t "'o II II COMPLETELY HIDDEN. JAMB HEAD FITTING ROOM �— A2 II I CAULK ALL EDGES CURTAIN z II WITH CLEAR SEALANT. O (, . N. ♦ 1l=— = �l 0'-0" 0,-0.4, TYP. ALL SIDES no FINISHED FLOOR FINISHED FLOOsa 112" = 1'-0" 112" = 11-0" 3" = 1'-0" "FITTING ROOM ELEVATION S FITTING ROOM ELEVATION M F.RWOOD JAMB DETAIL H BLOCKING DETAIL [ hl/2 = 10D z in REFER TO REEL. I -; I � � T n� ki CEILING PLAN V REFER TO REFL. V _ , CEILING PLAN q'-0" A.F.F. Q cC T.O. PARTITIONLA 2 _ REFER TO REFL. — 61-0" A.F.F. v o_ zri 1— —I CEILING PLANT r— 1 T.O. F.R. PARTITIONS O E "� (-H2I cin U in(I-1D 7'-0" A.F.F. A10.1 I II 7'-0" A.F.F. Eo 3I .�J T.O. F.R. OPENING T.O.L�J F.R. OPENING 0 _c o ©2017 THE ARCHITECT 1 ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF • THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED ED FOR SUCH SPECIFIC LOCATION IN THE STA7S,PPROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. i =e• STORE NO: in D D -- A11.1 A11.1 PROJECT LOCATION: WASHINGTON SQUARE 9585 SW WASHINGTON ♦ o'-0' 1 o'-o"� SQUARE RD FINISHED FLOOR FINISHED FLOOR SPACE #F01 112" = 1'-0" 112" = 1'-0" 1 112" = 1'-0" 71 112" = 1'-0" PORTLAND, OR 97223 FITTING ROOM ELEVATION _ . R FITTING ROOM ELEVATION _ L NOT USED _ G NOT USED _ C DESIGN TYPE: REFER TO REFL. -- CEILING PLAN REVISIONS: REQUIRED BY: DATE a 8'-0" A.F.F.AL T.O. F.R. PARTITION ACCESSIBLE FITTING ROOM BENCH 61-0" I N IN x 12" F.R.T. 'INDICATES NO REVISION TO THIS SHEET -WALL BLOCKING FOR FREESTANDING F.R. BENCH - ATTACH BENCH TO WALL IN ACCESSIBLE rWL DRAWN BY: AMA FITTING ROOM ONLY • •••••••• ••••••-•$ ❖•-+ y .4'-o" 41-0" 4'-0" CHECKED BY:ELM�11 :4 v 7,_ D D D D A1I.I AI1.1 AII.1 A1I.I \ ,' 6011 TURNING �� r - - - 1 r - - - 1 r -- - - 1 t� �fr ��4�iA-Xfi4 �\ / DIAMETER �T�\ rZIVL rV lb r1Jl�L I H1 A10.1 �� C4 o> II II 1 .❖.•.•..r.. .:�.:�......... 111:1.•-,....... ......� SIs�I. I I I I I I M .,.,�., ••p,.. :p.... ?..❖.❖.❖. ►.❖.•:�.❖.,❖.❖.-.•. I N. ?► 1 1 II I I I 1 IL II 0'-0" , .H.:.:. / 10.1 Ir 3 II I f, i:x.•. �:•�� a ' ttiLA n FINISHED FLOOR J 0X48 CLEAR °` : " AREA I :c:: • .1:1:1:1::.[•:.:::::.:;:.•' Fc 3 waw; I rte:. _ , � l S.SHREMSHOCK ,A10.! i , ACC. F.R. rr ,...., ,;:>:; • 3769 • 1/2" = 1'-0" ;;< :: -.••� 1.14 FITTING ROOM ELEVATION _ K y} .i..,....................: : ta �, $ �- A10.1 / ?. A10.1 A10.1 A10.1 ;.;.;.; A • K \\ i- // '; SIN. SIN iii i SIM. it:4; _ `I�1jy ry�i� �j[,� REFER TO REFL.4 AI0.I \ • � /' ? w; SCI OF T1v CEILING PLAN \ti u: , :< .�;�*. ..•.o ' ?%i �i40+ To �a 3'-6" B1GH '••' I- f:::: ; .❖s 04/10/17 q 0 A.F.F. m= T P. 'i %<y R R "•'�' T.D. PARTITION - `per '°' R r�>?f A10.1 AIO.I ::::� ........... Al0.1 .E ow. a I..•• ;:1111.. :: ... o 8'-0" A.F.F. -- -- S F%r;• t ... `����; T.O. F.R. PARTITION •oo F.R. #I 3��i F.R. #2f F.R. #1 ❖o F{ F R-S M.. F R-S �: F R-S HON38 v0V : 1 1 T.O. F.R. OPENING NOCIENZIICEMACIMOIrli---- EIMMICMCIIMIC M 1 DRAWING TITLE: 111 . 1 � 1 FITTING ROOM 1 1 1 D \ \ 1 \ Alo.I DETAILS \ 1 1 1 1 1 1 1 1 1 1 1 DATE ISSUED: 11111 1 1 1 THESE DETAILS ARE FOR REFERENCE ONLY 04/07/17 \ \ \ \ THESE PLANS ARE FOR FIXTURE ILLUSTRATIONS; FOR OPEN OPEN OPEN OPEN EXACT ROOM SIZES, CONFIGURATIONS AND DOOR SWINGS - REFER TO THE "CONSTRUCTION PLAN". PROJECT NO. D 1 1 170128 c AII.1 1 1 1 1 G.G. TO INSTALL BASE TIGHT TO THE FLOOR IN FITTING 1 1 \ \ ROOMS AFTER INSTALLATION OF THE FLOORING. G.G. TO m 1 1 1 1 ENSURE THERE ARE NO GAPS BETWEEN THE BASE AND DRAWING NO: FLOORING AFTER INSTALLATION IS COMPLETE. E 1 1 N a 1 ? 1— \ 1 r- \ 1 1 JG.C. O ENSURE ADEQUATE F.R.T. IN WALL BLOCKING FOR 4I ` , pl_0" ALL WALL MOUNTED ITEMS. lkh as FINISHED FLOOR Al O • 1 0 112" = 1'-0" 314" = 1'-0" a FITTING ROOM ELEVATION J FITTING ROOM PLAN DETAIL A HEAVY DUTY SUSPE ► D GE`. •AL NOTES: 8' MAX 12'-0" O.C. MAX NOTE: OWNER: • MAIN BEAM @ 4'-•" O.C. 1. PS OF MAIN BEAMS AND CROSS TEES MUST TYP Li SPLAY WIRE/STRUT , n ' WOOD BASE TO BE 12 4 VERTICAL SUPPORT BE D TOGETHER TO PREVENT SPREADING y AII.1 61-0" INSTALLED AFTER , WALL AS SCHEDULED WALL AS SCHEDULED WIRE @ ''-0" O.C. EA. WAY. 2. HEAVY ► TY GRID SYSTEM REQUIRED. UNATTACHED SIDE MAX CARPET INSTA •TION �o AND MAX. :" FROM ALL S 3. CEILING A-.• > 1000 SQ FT TO HAVE NIMi aR iii RWN ' x EDGES �.w'.'= • , HORIZONTAL •- TRAINT WIRE AND RIGID �R�R�R�� a SHIRTS DESIGNED TO • BRACING. LI E >- ,- v ' • 4. CEILING > 2500 SQ TO HAVE SEISMIC �R�R�R�RM� A11.I — +— BE WORN UNTUCKED. ` • � SEPARATION JOINTS OR ULL HEIGHT PARTITION. �RMR�R���� °D B-1 3/4" X 7" SCRIBABLE POPLAR BASE 379 WEST BROADWAY HEAVY DUTY SUSPE ► D " " B-1 3/4" X 7" SCRIBAL!) - `OPLAR BASE J/ (SCRIBED TO 6" AT HIGH POINT SECURE !N CROSS TEE • 2'-0" O.C. �� . ;% 5. CEILING WITHOUT RIGID B'• INC MUST HAVE 2 il 1111.1.1111111=111111=11111111111 1 3!4 " " ) - NEW YORK,NY, 10012 v SCRIBED TO 6 AT HIGH P� T SECURE IN 3l4 PLACE WITH GONSTRUGTION ADHESIVE AND ANGLE . • ,' OVERSIZED TRIM RINGS FOR •INKLERS AND < } - • ` �• , MINIMUM OF 3 OTHER PENETRATIONS. �����MM��� PLACE WITH CONSTRUC • ADHESIVE AND ANGLE FINISH NAIL - G.C. TO FILL NAIL HOLES TO SMOOTH ' TIGHT TURNS AT 6. CHANGES IN CEILING PLAN MUST HA . POSITIVE n �R11R=� R�� < FINISH - G.G. - FILL NAIL HOLES TO SMOOTH / '� FINISH, SAND, PRIME, AND PAINT PER FINISH PLAN ARCHITECT/ ENGINEER: P�' �Z ALL WIRES BRACING �R��ra�R_R�� i pL FIN r, P' E, AND PAINT PER FINISH PLAN ♦ - ALL SEAMS TO BE BACKGUT 45' ., T,A) E E - �� `�� -�� �� 7. GABLE TRAYS AND ELECTRICAL CONDUITS ST < I �' L S BE BACKGUT 45'a �� U z ..4 �` 1 �.�! ` BE INDEPENDENTLY SUPPORTED AND BRACED �� �R�R�� \ pI #110 • P �� ' ` • 8. LIGHT FIXTURES (ALL TYPES} TO BE ��'-���������� o o o :... :,..._ u -K `.. , MECHANICALLY ATTACHED TO GRID PER NEC �,R��R�R�R� - < < 0 0 '-- r,.." • . 410-16 TWO 12 GA WIRES PER FIXTURE UNLESS w / zIi4 = U L co Li y ti ` INDEPENDENTLY SUPPORTED) \�� ATTACHED SIDE p FLOORING (VARIES) - REFER TO (` L = E E` 9. COMPRESSION STRUTS TO BE DESIGNED PER ' " ' " FLOORING - REFER TO FINISH PLAN co E fn N. • 4-0 rR 2 -0 O.G. FINISH PLAN / }- 0 m •, {� 3�, `•� 4 . • ICBG #2244 OR EQUAL CROSS "T" MEMBERS •�� CA"ET PAD AT CARPET - / Q ` 3•; ' "'� EMT-RU IGHT TO COMPRESSION STRUT SIZE CHART lit .,j REFS' 0 FINISH PLAN ) 0, • AIR TERMINALS SUPPORT REQUIREMENTS: STRUCTURE :• E ' -a = 0 • <20 LBS-POSITIVELY ATTACHED TO GRID SIZE MAX I-IT a �.�I��;�� 41 .. M 8 E • 20 TO 56 LBS-POSITVELY ATTACHED TO RID DRILL 5/32" HOLE •R I - ANGLE WALL AND TWO 12 GA WIRES TO STRUCTU•• (MAY BE x 1/8" BOLT AND LOCK • : �'.; 1..,=S SCRIBE BASE TI ` TO FLOOR SCRIBE BOTTOM OF BASE TO . SLACK) AFTER CEILING SYSTEM - -- BEFORE INSTALLING •'PET MATCH TOP OF FLOOR TILE V) MOLDING ► NOTE: • >56 LBS SUPPORTED DIRECTLY 0 STRUCTURE I IS LEVELED nrr,. _ . _. . BY APPROVED HANGERS "1=1Mit TENING TO STRUCTURE AB*, -- o 4444% EMT-BUTT TIGHT TO ____;� •- •- • 5/8" GYP. 8D. / AB• TO COMPLY WITH CEILING SYSTEM � Mr� NOTE; X 12 GA HANGER R - E'. • 2 .4. LANDL*'r AND OR LOCAL _ �. z REFER TO CEILING PLAN BUILDING `ARTMENT A (4) SPLAY WIRE- / COMPRESSION STRUT HIGH SEISMIC STORES •_--. _i -� - o —STABILIZER :•• - - - ALL IBC S MIC CATEGORIES FOR ALL CEILING HEIGHTS. REQUIREMENT` — IBC SEISMIC DESIGN r•--- •---�-.���r- LLI c A.-- _ GRID PER •• ER RIVETED CATEGORIES D, E, F 3.5" DIA X 16GA ��S" as 3," = 1'-0"" , 3"" = 11-0" I 3" = 1'-0"" 3"" = 1'-0" CC GYP. BD. CEILING A T CEILING LAYOUT 'BALL BASE DETAIL z SPENDED _ _ 1 _ . WALL BASE DETAIL _ D Ink1 B.O.jE.L ROOF DECK / STRU = .5 T ' • �' CONNECT TO STRUCTURE = °� v --i'— OR E FLOOR DECK / STRUCTU' GYP. BD. COLUMN ENCLOSURES TO t AN BRACKET OR CLIP. ATTACH } ABOVE PER DETAIL C/A11.3 Na.L : NOTE: PER M . RECOMMENDATIONS. ,�1 MINIMUM OF 3 TIGHT TURNS AT A WIRES RECEIVE METAL CORNER BEADS - CONT. 3 5/8" (OR 6") X 20 GA. VI) i FAST NG TO STRUCTURE ABOVE REFER TO SPECIFICATIONS S ION COMPRESSION STRUT @ 12'-0" •.C. EA. SPACKLE * SAND TO MAKE SMOOTH ( •`.) TRACK WITH (I) #12 SCREW IN \ Q — TO COMP WITH LANDLORD AND "ACCESS DOORS AND PAN " FOR 12 GA VERTI • SUPPORT WIRE @ 4'-0" Al .c • 8" WAY AND WITHIN 6'-0" OF -ERMITER EACH FLANGE OF EACH STUD. \ \ U a o O.G. EA. WAY. • r MAX. FROM ALL j111111,11111111 4C) OR LOCAL B► DING DEPARTMENT MANUFACTURER AND M•rEL NUMBER. / SPLICE TRACK LENGTHS AT \ \ o E "n REQUIREMENTS. EDGES. WIRE MUST •T EXCEED A I:6 � 1I ,.iCLUSTER OF (4) 12 SPLAY WIRES METAL STUDS OR METAL IP FASTENERS STUD LOCATIONS, TYP \ \ U SLOPE (+/-10 ) ARRANGED c10` F• EACH OTHER WITHIN ' \ \ vi- 7,4 oil, n " n1 1 SECURE TO COLUMN \ \ t1)o 2A OF INTERS AION OF CROSS T AND , 3 #12 SCREWS \ �- " diliIllIllig/IIIIIDIAGONAL BRACE AT 12 6 A.F.F.lipo , ela •� MAX F'uN PLANEGOF GEILAINGWSPAGES• ( )-REFERTODETAILS/AII.I _ �- \ /45' PER DETAIL A/All.3FORCEILINGSYSTEMAND = CLU• ERS 12'-0" O.C. EA. WAY AND PROVIDE STANDARD BRIDGING AT 4'-0" O.G. \1K HANG WIRE REQUI �� ���'��'"�;'• MALL 5T' - TURAL COLUMN - REFER TOkitt. � ti • HIN 6'-0" OF CEILING PERIMETER STc•GTION PLAN FOR SHAPE: MAX UNLESS FULL HGT SHEATHING IS I _-fiEfiittiti�li�l�it�l l��������i!-9�7�iM les • 4 D ''(� ATTACHED TO BOTH FACES OF WALL. ®2017 THE ARCHITECT/ENGINEER ASSUMES NO "- VARIES = Z ❑ RESPONSIBILITY OR LIABILITY FOR THE USE OF 2" MIN WALL MOLDING GRID ,� �-- s 1111191 (CONNECT BRIDGING TO STUDS - REFER TO THESE PLANS FOR ANY PROJECT OTHER THAN MEMBERS ATTACHED TO WALL n REFER TO CLG PLAN Z 4 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED Alit 3/8 ACOUSTICAL v H/All.2). FINISHED CEILING AND SEALED FOR SUCH SPECIFIC LOCATION IN THE MOLDING @ 2 ADJACENT WALLS PROFILE OF PANEL o 2 (1) LAYER OF 5!8" TYPE 'X' GYP. BD. FROM1 s. STATE,PROVINCE OR TERRITORY SHOWN ON THE MIN GLR CEILING TILES tiz> (WHERE OCCURS)U51NGPOPRIVETSORSCREWS " EDGE AND GRID Q i " SEALTHISBUtLOtNGUSEISONLYAPPLICABLE IN' „""••„ 8 MAX. II°5FLOOR SLAB TO b ABOVE CEILING � AREAS MEETING THE STATED DEStGN CRITERIA. " " 7 PERiME HEAVY DUTY STYLE MAY VARY. iv -- I I ATTACHED SIDE 4 SUSPENDED '�' 3 5/8" (OR 6") X 20 GA. METAL STUDS AT 16" O.C. 5/8" GYP. BD. BOTH SIDES, OR REFER TO FINISH I►' i n o • o GRID SYSTEM INSTALL METAL BRIDGING AT 4'-0" O.C. AS REQ'D ONE SIDE ONLY WHERE OCCURS AT PERIMETER 0000evoo � oo oeed _ _ _ ... _ , ''�" � HEAVY DU I 'Er RID MAIN RUNNER @ SCHEDULE FOR BY CODE. DEMISING WALL 00000 00000.00 __ 2-0 O.C. �� 1 ' ' CTUAL TRIM - REFER TO INTERIOR ELEVATIONS G Com . . ;��R �� 7 SYSTEM •� BER @ ��� 0.157" DIA. POWDER ACTUATED FASTENERS (I-II r 3/4" 2'-0" OR •' •. . (REFER TO SPECIFICATION. ,,,,,,,,,,,,,,,,,,,,,,,r. ,,,,,,,,,,„,,,�,�,,,,,,,,,,,,,,,,,,,.... NOTES: INSTALL GYP. BD. ON ONE SIDE ONLY AT l _ _ SPECIFIC CE I TYPEX-U OR EQUIVALENT) @ 16” O.G. MAX AND 2" FROM BACK TO BACK CONDITIONS OR AT PERIMETER VA_RI ES_ REFER MIN CLR ) EACH END CONDITIONS. 5/8" GYP. BD. \TO CLG PLAN FAST. , G TO STRUCTURE ABOVE TO NIIII1PPrAallM STORE NO: __ TAPE AND SAND WALL • SOFFIT FRAMING AND COMPLY H LANDLORD AND OR LOCAL IF POWDER ACTUATED FASTENERS ARE NOT - JOINT FOR ACCESS PANEL FRAME. z Fl ES. REFER TO SPECIFIC BUILDING DE'`'RTMENT REQUIREMENTS. �— ALLOWED BY LOCAL BUILDING OFFICIAL, THEN CONT. 3 5/8" (OR 6") X 20 GA. MTL TRACK INSTALL N/ �- •ETAILS REPLACE WITH 1/4 DIA. HILTI KWIK HUS-EZPROJECT LOCATION: E WITH (1) #8 SCREW AT EACH FLANGE OF EACH tY SEAMLESS 3" VARIES ��3" STANDARD #6 SELF i -u ,et. CONCRETE SCREWS. STUD WASHINGTON SQUARE APPLICATION. REFER TO CLG PLAN APPING DRYWALL uNSTAATTAGI IED SIDES ONLY. E5TABBILIZER BAR AT L S ED M TO BN SAST I INI 636 UM REQUIREMENTS 12 OR MINIMUM FLOOR FINISHES. (SEE FINISH PLAN " 9585 SW WASHINGTON DROP-IN ACCESS P A NEL. S -ENS. HIGH SEISMIC STORES TYPICAL AND SCHEDULE) >, ——— ———— REFER TO STUD FINISH TO MAT • CEILING. OUN-A ACHED SIDE IBC SEISMIC DESIGN REFER TO DETAIL M/A11.01 F•- CEI G (E) FLOOR SLAB 1RRRRRR////////////, MATRIX: F/A11.2 SPACE #OSQUARE D1 CATEGORIES D, E. F LAYOUT REQUIREMENTS. fl' PORTLAND, OR 97223 /3t'ILING MOUNTED ACCESS PANEL ' OUSTICAL CEILING TILE -' '''-c 1 1/2": 1'-°� . OLUMN ENCLOSURE DETAIL N.T.s. NON-RATED PARTITION milmr1" = 1�-0" . _ ESIGN TYPE: EDGE OF DRYWALL BEYOND %VARIES B.O. R��/r// �P7�� �rr���/��/, -- I M T (E) STRUCTURE (t29'-10 3/8") � �—�%� EDGE OF METAL DOOR JAMB DOOR STOP 11 -9 A.F.F.�y E REVISIONS: S.O. CEILING I' EDGE OF DRYW• :EYOND NOTE: REFER TO DETAILS G/A11.1 FOR CONNECTION REQUIRED BY: DATE RATTAN AMERICAN ZINC (16 GA.) A ill ,' Ix WOOD CAP - PRIME AND PAINT WALL FLOG". :AN5ITIONOF GONTINUDUS TOP TRACK TO ADJACENT WALL _ COLOR DIAGONAL BRACE AT 12'-6" REc UDING NOTE: ALIGN TOP Of FLOORING \\IN, rGE OF DOOR JAMBREFER TO PLAN 4y MAX A.F.F. PER DETAIL A/All.3aPARTMENTCOMMENTS 05/17/17 N u�....•..H». T.O. WALL — WITH TOP OF TRANSITION ' ' ;Ili PROVIDE STANDARD BRIDGING AT 4'-0" O,C. SAES FLOOR-.1111 MAX. (CONNECT BRIDGING TO STUDS - REFER5/8" GYPBD. BOTH SIDES q.(NON-SALES AREA SALES AREA TO H/A11.2).I5/8" GYP. BD. BOTH SIDES. ATTACH GYP. I` SHEATHING WITH #6X1-I/4" LONG TYPE W DRYWALL \--(N) VCT FLOORING 111L► ``- ( f '•' SCREWS AT 8"ON CENTER AT PANEL EDGES AND STOCKROOM FINISHED CEILING (TIP.) ��11 _ AT 12" ON CENTER AT INTERMEDIATE STUD PROVIDE STANDARD BRIDGING AT 41-0" D.C. Pill, r._ SUPPORTS, TYPICAL EACH SIDE OF WALL " MAX UNLESS FULL HGT SHEATHING IS ::• •~--- •� `:•'• ..'r •...•..:•...••••....•••.....•••.•..r...•.s•.•.•rr...•r•..- ALL TRANSITIONS BETWEEN 0.157 DIA. POWDER ACTUATED FASTENERS (WILT! �i•�•�•�•�•�•�•�•. �•r�p• ����•��•.••.�,�iset.,•�������������������������� ( ATTACHED TO BOTH FACES OF WALL. �iViii• i�ie �:a�`. �� i�.•������•����s����������������������o��������������! DISSIMILAR FLOOR MATERIALS n ' ♦�• �•� �� .• . �►��••••••••♦r.������•�����������������������•��������•♦ X-U OR EQUIVALENT) @ 16 O.C. MAX AND 2 FROM CONNECT BRIDGING TO STUDS - REFER TO iii•iiiiiiiii�i`viiis: *iiiiiiiiii4rii`•:��!Oi�iiiiiiii��• iiiiiiii�i�iiii•••••••••i�••i: " 'A • • • • •� .• +•• • ••�••� • MUST BE FLUSH AND LEVEL. 3 5/8 X (OR 2 I/2 ) 16 GA. METAL STUDS EACH END N/AI1.2). •INDICATES NO REVISION TO THIS SHEET ,������ NO REDUCER STRIPS SHALL BE PERMITTED4 / . AT 16" O.G. IF POWDER ACTUATED FASTENERS ARE NOT 3 5/8" (OR 6"), 20 GA. METAL • 1/4' DIA. HILTI KWIK HU5-EZ CONCRETE SCREWS IN/ f ALLOWED BY LOCAL BUILDING OFFICIAL, THEN STUDS 16" O.C. DRAWN BY: AMA 2-1/2" EMBEDMENT AT 16' MAX ON CENTER AND CONT, 3 5/8" (OR 2 1/2") X 20 GA. METAL REPLACE WITH 1/4" DIA. HILTI KWIK HUS-EZ STAGGER ALL SEAMS OF SUBSTRATE. PROVIDE (2) ANCHORS AT 2-1/2' GAGE AT 2" FROM • TRACK WITH (1) #12 SCREW AT EACH FLANGE CONCRETE SCREWS. '� CHECKED BY:ELM STAGGER SEAMS BETWEEN SUBSTRATE EACH WALL END AND EACH DOOR JAMB OF EACH STUD TOP 4 BOTTOM CONT. 3 5/$" (OR b"), 20 GA. MTL TRACK AND RUBBER FLOORING WITH (I) #8 SCREW AT EACH FLANGE OF EACH , FLOOR FINISHES. (SEE FINISH PLAN BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND EXISTING SUBSTRATE EXISTING TILE FLOORING ARDEX AP' OVER AND SCHEDULE) > —— — ——— INTERIOR ELEVATIONS.) STUD • (E) TILE FLOOR' V n AR (E) FLOOR SLAB /////RRRRRR//////, REFER TO STUD � � if G.C. TO ADJUST SETTING BED UNDER MATRIX: F/A11.2 / , j e � ,I: ARDEX INSTALLER AN 11j1ING TO ACHIEVE FLUSH TRANSITION (E) FLOOR SLAB // REFER TO STUD INSURE SMOOTH TRANSITION'S TO EXISTING FLOORING • MATRIX: SAT 2 J! 1 GERALD S.SHREMSH I K lIELt • 3769 ' ywyCio VINYL FLOOR TRANSITION F NON-RATED PARTIAL HT. PARTITION 1° = 1"-0" FiNON-RATED PARTITION (TO STRUCK. 1" = 1'-0" B e- , A 1 61-1 - / 4 — I Y FASTEN DEFLECTION PLATE OF 0 CONTINUOUS FIRE RETARDANT SEALANT ALL FLOORING MUST ALIGN WITH TOP OF SAFING MATERIAL AT TOP AND BOTTOM OF PARTITION , TRANSITION STRIPS TO ACHIEVE -ail 05/19/17 ,� -. BOTH 51 DES. .c DOOR JAMB BEYONDAND LEVEL SURFACE �I� ����. r 1A, NO REDUCER STRIPS SHALL BE PERMITTED. �y VARIES B.O. /.�II�. VARIES S.O. (E) STRUCTURE +ifJr p dy Of I Ai Y(E) STRUCTURE (*Zit-10 3/89 R MANHATTAN AMERICAN ZINC (16 GA.) * LAYERS 5/8" TYPE "X" GYP. BD. _, z FLOOR TRANSITION EAC IDE IIIk J-SHAPE METAL TRIM, -•4- DOOR STOP n o BOTH SIDES. DRILL A I DIA. HOLE X 2 1/2" I I TIGHT • DECK ABOVE. DEEP AND SET STRIKE IN SILICONE. TOP = -.h DUST PROOF STRIKE r E DRAWING TITLE: OF STRIKE MUST SIT FLUSH ON TOP OF F FINISHED FLOOR. RECTANGULAR PLATE TO S0IM. A11.2 RECESS DOWN INTO FLOORING 3 5/8" (OR 6") TO- BOTTOM METAL - ' 3 5/6" (OR 6") X 16 GA. METAL STUDS e TRACKS ANCHOR TO S 'UCTURE ABOVE CONSTRUCTION E + AT 24" O.C. MAX. AND 2" 'OM EACH of 11$ AT 16" O.C. .f • I j_ .1 G.C. TO ADJUST SETTING BED TO END. (PROVIDE DEFLECTION --•TE AT 4111 gf DETAILS TENANT VINYL jj ACHIEVE FLUSH TRANSITION. TOP AS REQ') BY CODE.) I 1 13 5/8" (OR 6") TOP 4 BOTTOM METAL TRACKS \ FLOORING I '/ ; ANCHOR TO STRUCTURE ABOVE AT 24" O.C. MAX. IF POWDER ACTUATED FASTENERS ARE NOT ~'' _. -. TENANT VCT FLOORING MALL TILE FLOORING � uALLOWED BY LOCAL BUILDING OFFICIAL, THEN M ' �iiiiiiiiiJ•-•—=A �ii•iiii•i•Oiiii••iiiiiiii•ii• A 5/8"16' 6") X 20 U rEND. (PROVIDEDEFLECTION ' REPLACE WITH 1/4" DIA. HILT' KWfK HUS EZ DATE ^^, .:. ... :.;.;. .: AT O.C.. : PLATE AT TOP EACH S REQ D BY CODE.) ••••i•:� ��._ • .) •) ••i •••i •i•••i i•••i••O•••••••••i i•i! ".. CONCRETE SCREWS. L ISSUED: S ^ ' - - ••♦pl . -�••••����••••••���••••••••••••• a ��■�dNid� "'� ... ..: 0.157" DIA. POWDER 'r 04/07/17 / FASTENERS (HILTI X- •• EQUIVALENT) - @ 16" O.C. MAX AND FROM EACH END REFER TO STUD 5/8" GYP. BD. (TYPE X) BOTH SIDES REFER TO STUD - MATRIX: F/A11.2 MATRIX: F/AIL2 PROJECT NO: / / / / / • - R / 0.157" DIA. PONDER ACTUATED FASTENERS (HILTI p - G.C. TO SUPPLY AND FLOAT FLOOR A MINIMU OF 6'-0" OUT BASE AND OOR FINISHES. {SEE " " n 170128 2 CONT. 3 5/= (OR b ) X 20 GA. MTL TRACK X-U OR EQUIVALENT) @ I6 O.C. MAX AND 2 FROM " " a. INSTALL ALUM. ACCESSIBLE THRESHOLD FROM TRANSITION STRIP TO ALIGN VCT EXISTING SUBSTRATE FINISH 7 •N AND INTERIOR CONT. 3 5/8 (OR 6 ) X 20 GA. MTL TRACK CO TO TILE FLOORING WITH (I) #8 S • W AT EACH FLANGE OF EACH EACH END WITH (I) #8 SCREW AT EACH FLANGE OF EACH EL TIONS.) STUD N. HOLLOW METAL DOOR PREPARE SLAB BELOW TILE ' INTERBASE IORD ELEVATIONS.)FINISHES. (SEE FINISH PLAN AND �` • STUD DRAWING NO: N FLOORING PER MANUFACTURERS Ilk � ) ) • a, EXISTING SUBSTRATE ASSEMBLY . u- SPECIFICATIONS - SHOT Z�. / NO : ASSEMBLY PER NOTE: BLAST / SKIM GOAT A5 REQUIRED (E) FLOOR SLAB j UL #U (E) FLOOR SLAB ���f���//jjjj/ PER UL #U465 LIJ Al 1 . 1 I_ FULL FULL 1" - 1'-0" • 1" - 1'-0" CONC. TO VCT FLOOR TRANSITION _ N INTERIOR ENTRY FLOOR TRANSITION _ - J OUR RATED PARTITION (0411 ) . 1 HOUR RATED PARTITION (U465) -_ A 0 OWNER: EXIST JOIST CHORD OR ATTACH TO EXIST / \ - EXIST METAL © BEAM FLG UNTUCKit `' ROOF DECK- � STL W/(3)-#12 SCREWS i iiiiiiiiiMie-' i � moimwmimiewinisim mmilimimaimminammidaw 1 hidi.-- vim ���AI Air /�������■_ SHIRTS DESIGNED TO �� BEFORE INSTALLING ANCHORS -"� "�- ' � EL CONTRACTOR SHALL VERIFY WITH MALL BE WORN UNTUCKED. 1114111 1 I MANAGEMENT THAT ATTACHMENT 379 WEST BROADWAY t ; SHOWN IS ACCEPTABLE. lki i NEW YORK,NY, 10012 0 • • • EXIST MTL DECK OR #12 ;:: DIAD BRACE GsARCT/EINEERo/INFILL EA SIDE. CONNECT / Gj JIiiIIMF TO JOIST CHORD, EA END / _11 MAX COMP CONC SLAB ATTACH TO EXIST . Y /'- \ STL N/(3)-#12 SCREWS E E W/(2)-#12 SELF TAPPING / 1 - U :8-1 m SCREWS OR W/(2)-0.145" 0 f L —� �� DIA X-EDNI PONDER It ILI I H o -5 VIEW A-A VIEW B-B DRIVEN FASTENERS BY �� �� �/ Nis t c HILT!. B VIEW A-A I r -r a0 1alp9 y I/2" © 1/211 -4.- _-} t- - -1--- - • • • MAXruaPIM MAX DIAG BRACE Q Q - - -- - --! 0 CONTINUOUS \ \\ tin - 0 O 0 eQ \ \ o __ �� _ EXIST JOIST CHORD IL _I \\ 2 (2) #12 SCREW AT EACH �I I + \ OR BEAM FLG 1 MAX \ O FLANGE OF EACH STUD + © r' DIAG BRACE VIEW C-C 1 U c VIEW B-B z Q (2)-412 SCREWS @ CC VERTICAL STUD WALLt. 12" O.C. + #12 SCREWS + EXIST BAR JOISTS OR Z et VERTICAL , - STEEL BEAMS @ 6 0 vi+70 o STUD WALL 8 TYP - EXIST BAR JOISTS OR O.C. MAX 3 STANDARD BRIDGING PER STEEL BEAMS -0" DIAGONAL . ? @ 6' STUD MANUF REQUIREMENTS VERT STUD '`�/— .c to cD �— WALL O.C. MAX PERPENDICULAR P a VIEW C-C VIEW 1)-1) VIEW E-E TO EXIST BAR 4CV TYPICAL BUILT-UP BEAM TO —�( —.(r,— JOISTS OR #t2 SCREWS (TYP) BUILT-UP SEAM CONNECTION STEEL BEAMS o ca. irci A D E to (2) 2x2x0'-3", 12 GA 0 .0 c~s �' A 1 0 FRAMING CLIPS ` E EXIST SAR JOISTS @L - ���`�—� n SEE VIEW B-B O X7 li inn TO rml: - VERT STUD 6 -8 D.G. MAX I' iu . ti ,;.: WALL PARALLEL 1i _ _ _ _ _ _ ��OR CONNECTION � � ��� 11 � #12 SCREWS, TYP SII f TO EXIST JOISTS 1I © 1 OF b �� CODED NOTES: A 0 �� .... I ©2017 THE ARCHITECT/ENGINEER ASSUMES NO - \ 1 EXISTING JOIST OR BEAM \ THESE PLA LITY OR ANY PRODIUTY FOR THE USE AN \ THESE PLANS FOR ANY PROSECT OTHER THAN �� SPECIFICALLY AUTHORIZED BY THEM AND SIGNED EXIST BAR JOISTS @ „ r —./ B� B I I , AND SEALED FOR SUCH SPECIFIC LOCATION IN THE DBL 6 DP 16 GA BEAM WITH 3 l STATE,PROVINCE OR TERRITORY SHOWN ON THE 61-8" O.G. MAX E p X 5/8", 18 GA TRACK TOP +J: , #12 SCREW @ 12"c/c ..J SEE VIEW B-B FOR 4 BOTTOM J DIAGONAL PARALLEL �--- DIAGONAL BRACING SEAL.THIS SMEETINGTH USE ATEDD DESIGN CABLE TERIAN • t- ---.r- AREAS MEETING THE STATED DESIGN CRITERIA. �4 E TO EXIST BAR JOISTS CONNECTION IJ DIAGONAL BRACING - VERT STUD WALL E (B—` Q AT ALL VERT STUDS WITH DIAGONAL STUD OR STEEL SEAMS PARTIAL PLAN VIEW C C O X VIEW D-D ..j1 PERPENDICULAR TO mittImitommititutATTACHED BELOW ADD MIN 2"x14 GA STRAP t 4 pl GO ALS PARALLEL TO EXIST BAR JOISTS OR EXIST JOISTS B EACH SIDE OF STUD AS SHOWN. oin E EXISTING JOIST 7.- ica... (_. - STEEL BEAMS _I I Ire8 0 2x2x12GAx6" LG FRAMING Q 4 CLIP,EACH SIDE OF DBL JOIST CODED NOTES: m STORE NO: __ GA B A Q .9 W/(3)-#12 SCREWS EACH LEG. N Oj CONTINUOUS I I T- --r- ~- Q 16 GA DEEP LEG TRACK 01 6", 16 GA MTL STUD �° WITH 6", 16 GA DEEP LEG ✓— D PROJECT LOCATION: - • • PARTIAL ROOF PLAN VIEW TRACK. SEE VIEW B-B FOR WASHINGTON SQUARE WALLS PERPENDICULAR TO PARTIAL ROOF PLAN VIEW WALLS ®2 2 x 2 x 12 GA x 6" LG REFER TO DETAIL J/A11.3 CONNECTION /4 9585 SW WASHINGTON FRAMING CLIP, ONE SIDE IF JOIST OR BEAM ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING SQUARE RD EXIST JOIST PARALLEL TO EXIST JOIST II I " PARTIAL PLAN VIEW STRUCTURE DIAGONAL PERPENDICULAR TO JOIST OF DIAG,EACH LEG. MAX SAND 2" @ 6 O.G. SPACING EXCEEDS 61-0". SPACE #FO1 SCREWS EACH LEG. MAND 2" FROM EACH DIAGONALS PERPENDICULAR TO END EXIST BAR JOISTS OR STEEL BEAMS I PORTLAND, OR 97223 TYPICAL HANGING STUD CONNECTION ATTACHMENT TO EXISTING BAR JOISTS 1'f ! 11_0" L TYPICAL DIAGONAL BRACING CONNECTION ATTACHMENT TOE BAR JOIST OR STEELBEAM N.T.S. DESIGN TYPE: REVISIONS: 3 5/8", 16 GA MTL STUD INFILL EA 211x2"x0'-6" LG, SIDE. 12 GA FRAMING CLIP REQUIRED BY: DATE 2"x 2"x 12 GA x 0'-6" CONNECT TO JOIST CHORD, EA END W/(3)-#8 SCREWS LONG FRAMING CLIP 1"1/(2)-#12 SELF TAPPING SCREWS. EA LEG AiEC EXIST META w/(3)-#12 SCREWS 0 11 ROOF DECK B EACH LEG DEPARTMENTCOMMENTS05117117 41111111i.• CONTINUOUS TRACK CENTER DIAGONAL (GAUGE TO MATCH STUD.111,11 OVER VERTICAL ___,,,vileEXCEPT USHALL E 20 GAUGE MIN TRACK) - -+ ` ".-� ++- ____e, , ++ ++ AT DIAGONAL, I I REFER TO 1-1/A11.4 All1 -s. ATTACH TRACK TO + + WALL STUD w/(2)-#8 + I + 1 -1 SCREWS EACH SIDE. WALLS WHERE DIAGONAL IS• ATTACHED TO TOP OF WALL 1 ' Q Q 1 DIAGONAL ,, •INDICATES NO REVISION TO THIS SHEET BRACE IlikilMILMININFI 111=11-1[r11(-1 DRAWN BY: AMA 11111 III CHECKED BY: ELM CONNECT TO EXISTING DIAGONAL BRACING OPTIONS L A VIEW A-A STRUCTURE PER DETAIL 111\ 11111164111C/A11.3 AND J/A11.3 ( - r ++ +-I- VIEW C-C 20 GA. DIAGONAL BRACE OPTIONS: I t.° TYPICAL BUILT-UP BEAM TO DIAGONAL LENGTH- DIAGONAL LENGTH- A DIAGONAL LENGTH- -s---1 "(3C1TYPICAL VIEW B-B QUILT-UP BEAM CONNECTION 41 UP TO 10'-0" JO'-l" TO 18'-0" 18'-1" TO 25'-0'� GERALD S,SH1� HOCK „ --- SINGLE 3 5/8", DBL 3 5/8", 20 GA. STUDS WITH 1 5/8" DBL 3 5/8", 18 GA. STUDS WITH 1 1/4" * 376• TYPICAL DBL 6 DP BEAM TO 20 GA. DIAGONAL WIDE FLANGES WIDE FLANGES W/CONTINUOUS 3 5/8", 18 EXISTING JOIST CONNECTION 'lcGA. TRACK TOP BOTTOM 17 ISsQ EXIST BAR JOISTS @ V-6" O.C. MAX 1 5/8" 1 5/8" -�t 1 5/8" �-,�t 1 Ot !' PARALLEL TO ERT STUD ALL _ <���� 2°cSCREWS @ @812"CSCREWS ` EXIST LELJOITs 05/19/17 M1-. _f- 0 'c VIEW A-A VIEW B-B VIEW C-C EXIST BAR JOISTS CO \ SAN 81-611 O.C. MAX SPACING OF DIAGONAL BRACING �' CODED NOTES: di * CONTACT ARCHITECT FOR LENGTHS y INTERIOR PARTITIONS - 48 D.C. MAX LONGER THAN 2V-0". DIAGONAL p�I STOREFRONT FRAMING - 48 O.G. MAX _4PERPENDICULAR C� iC O EXISTING JOIST IL Y� EXTERIOR WALLS - 48" O.G n MAX DRAWING TITLE: VERT STUD WALL TO EXIST BAR 1 p /� PERPENDICULAR TO JOISTS - EXIST JOISTS O2 DBL 6" DP, 16 GA BEAM if G F ft/`lM N 1 Vi O q WITH 3 5/8", 16 GA TRACK #12 SCREW DETAILS B B E TOP 4 BOTTOM ''''' ' ,, 1--6°-- 1-- - 141*4 B L J @ 12"c/c t I _� Q 2 x 2 x 12 GA x 6 LG FRAMING * CONTINUOUS TRACK (GAUGE TO MATCH CLIP,EACH SIDE OF 16 GA BEAM WALL STUD, EXCEPT USE 20 GAUGE MN ,. (3)-#12 SCREWS EACH LEG. VIEWS A-A, 5-B $ C-C / TRACK) REFER TO H/A11.4 B A-- B �A B DATE ISSUED: •, A —1,--- 0 I J1 :72 X NOTE: FOR DOUBLESTUD 1 , 0407" " 7 C. C <2 DIAGONALS, "SECOND" STUD CONNECT TRACK TO VERT STUDS SHALL ENO AS CLOSE AS W/(1)-#8 SCREW IN EACH FLANGE OF EACH PROJECT NO: PARTIAL ROOF PLAN VIEW WALLS DIAGONAL PARALLEL Q POSSIBLE TO END CONNECTION, STUD, EXCEPT INSTALL (2)-#8 SCREWS IN rip PERPENDICULAR TO EXIST JOIST TO EXIST BAR CONTACT ARCHITECT F. REVISED TOP +I: BOTTOM. P EACH FLANGE AT VERT STUDS WITH 170128 JOISTS _� DETAILS IF JOIST SPACIN XCEEDS DIAGONALS NOTE: ALL STUDS ARE BRACED 1 M 81_611. AT 12'-6" A.F.F. U.N.D. DRAWING NO: a -4,--- ___7- (4)-#8 SCREWS N `' PARTIAL ROOF PLAN VIEW WALLS WALL. OR STOREFRONT STUD. `o PARALLEL TO EXIST JOIST a w Al 1 ■ 3 1, , 1_. "TipICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO EXISTING BAR JOIST N,T,s, TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORIES D, E & F vi - �,-°re A 041 MASTER VERSION 02.26.14 OWNER: UNTUCKitL SHIRTS DESIGNED TO • BE WORN UNTUCKED. 60 iii t/ FIELD WELD L2x2x1/8 FROM LOAD N 379 WEST BROADWAY / / / LOCATION TO NEAREST TOP CHORD VERTICAL PANEL POINT. (TYP BOTI-I SIDES OF NEW YORK, NY, 10012 JOIST) #8 SCREWS, TYP Hi WALL ARCHITECT 1 ENGINEER: i-- STUD 44- 4 j m ) o 0 1-------- -I -j (— - - SUPPORT c r q L —I L #8 SCREWS, TYP ANGLE ¢ < 8 o Y X " ' • • • r_.....,,,,,...,...,„„.. TOP TRACK N L1) .§ . E E TOP TRACK # '6' E F SPLICE (CENTERED110 f- 1 �.. BETWEEN VERT -�.. IL JI t 6.4.70.4944 STUDS) • • • • el FL-t- METAL STUD x 11-0" ~ FL �J L — - i ± J L. ��J SECTION tin 3/16 > : € EXIST. BAR JOIST r 1 VERTICAL I Tr2 6 WALL METAL STUD x 11-011 TY> s STUD 1/8 V 1 1/2 0 (GAUGE TO MATCH GAUGE OF TRACK) ANGLE OPTION W N.T.S. N.T.S. CIT TOP TRACK SPLICE - H JOIST REINFORCING - D z 0 ' i U 1. EXISTING ROOF CONSTRUCTION: METAL DECK OVER BAR JOISTS. SEE PLAN FOR SPACING. P3000 UNISTRUT Urn w 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE SPRING NUT < Cr TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. TI-115A: x INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR 0 E 2 TIE-DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE // \� c� PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. Ee! / U ' jIF UNISTRUT SUPPORT IS MORE `n 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECI-I UNIT DIMENSIONS SHALL BE THAN 3" FROM THE BOTTOM CHORD �, o COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. \_._. STANDARD NUT PANEL POINT0 , THEN INSTALL THE U)omti 4. SUPPORT FRAMING 51-1OWN IS FOR THE MECI-i UNITS SPECIFIED ON MECI-IANICAL DRAWING. IF A - JOIST REINFORCING AS SHOWN IN DIFFERENT UNIT 15 TO BE USED, CONTACT ENGINEER BEFORE PROCEEDING. VIEW A-A OR REINFORCE JOIST PER DETAIL D/A11.4. - ®2017 THE ARCHITECT!ENGINEER ASSUMES NO R THE USE OF 5. ALL STEEL SHALL BE ASTM A36. 3/8" DIA A36 THREADED THESE PLANs FOR ANITY OR Y PROJE LITY O OTHER THAN - - .ZNDO ROD (INSTALL SNUG TIGHT, SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 6. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION . NOT OVER TIGHTEN) STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN - AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". (LATEST EDITION) AREAS MEETING THE STATED DESIGN CRITERIA Me 7. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING SOCIETY" SPECIFICATIONS N / (LATEST EDITION). 11 -1 EXIST 8. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. BAR JOIST STANDARD NUT q. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT TI-IE OWNER'S REP. AND ARCHITECT 1Io STORE NO: BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. - 1 . -El- A t EXIST P2786 CLAMP BY I 30 BAR JOIST PROJECT VOCATION: UNISTRUT TYP, I MAX I • WASHINGTON SQUARE EA END\-- 9585 SW WASHINGTON STANDARD NUT * P1001 UNISTRUT VIEW A—A WASHER PLATE SQUARE RD • P3000 UNISTRUT UNISTRUT OPTION SPACE #F01 , PORTLAND, OR 97223 NOT USED R STRUCTURAL NOTES N.T.S. L JOIST REINFORCING N.T.S. C DESIGN TYPE LINE OF WALL BEYOND —I ( " 4" EXIST FLOOR NUT, WASHER DOUBLE 0 iIN lii STANDARD NUT STANDARD OPENING TO PLATFORM �.I li i/2 x WOOD T' M D A4G At1.4 PLATE SPRING NUT NUT * "C � REVISIREVISIONS:S: (CLEAR PINE • 3/4" F.R.T. PLYWOOD DECK I I POPLAR) - `UN 11. DOUBLE NUT * LOCK LOCK WASHER i WASHER PLATE -PAN STUDS CONTINU•oS ALONG WASHER *��� / REQUIRED BY: DATE I I TOP *GE OF WALL; L4x4x3/8 `�II STANDARD "IIIP1843W WINGED in 4W:---6.. -- - - 1� PLATE BY DEPAR MENT COMMENTS 05l17t17 MAX. -`-0" 6005162-68 AT 16" O.G. $'-7 3/$" A.F.F, I G.G O SAND ALL . d d - 4 v 4 n d - I• STRUT . SUPPORT SPRING NUT REC GES SMOOTH; PAINT BUILDING -~ -- P1001 UNISTRUT - 6'-0" 121-3 6005162-q7 AT 16" O.G. J OOD P-18 T. 40 EXIST -y"t ALLOWABLE 0011,50" !�I r] 6'-811 MAX. GREATER THAN 12'-3 CONTACT ARCHITECT I I I I UNISTRUT BAR SPAN Ua n ALLOWABLE SPAN ■ I I / I I I I JOIST ---...„..A. < I I STANDARD 1 1/2 IA WASHER PLATE I L 4 ROD ER • i- i Jt STANDARD NUT — • ( I BART j`� U _ .. LL, - - - ., 1 m • I JOIST i - • _ _ _ - _ _ _ 'I: — = == = ROD HANGER ROD HANGER ROD HANGER 1� I ( SUPPORT A l A2 A3 ANGLE ` N.T.S. N.T.S. N.T.S. " SPRING I n HOLE / / / / / / / / 8-0 A.F.F. ISOLATOR, AI • A2 PLATE 1/8"x 3 LONG R, P1001 TIP. I I I I _ TYP A11.4 All.4 /or 135'115' (INSTALL UNISTRUT SOLID BLOCKING AT 16" O.G. PER P2786 CLAMP HOLE= ROD SIZE + i �a 'INDICATES NO REVISION TO THIS SHEET W/ 16 GA. CLIP TO JOIST MANUFACTURER'S BY UNISTRUT 1/16", TYP. _ SEE DETAIL C/AI1.4 (PLACE AT TOP RECOMMENDATION) SEE DETAIL TYP, EA END FOR JOIST CHORD JOIST Alk DRAWN BY: AMA SOLID BLOCKING AT 16" O.C. W/ D/A11.4 FOR JOIST SPRING ISOLATOR, REINFORCEMENT (CUT PANEL POINTS) "�' �'�'� CHECKED BY: ELM 16 GA. CLIP TO JOIST A/o REINFORCEMENT TYP (INSTALL PER AWAY FOR CLARITY) AII.4 MANUFACTURER'S '>j 5/8" GYP. BD. - PAINT P-IA I RECOMMENDATION) J _2� 1 1/4" �� � 4 HANGER ROD lJ SEE TABLE +✓ ,I DBL CLAMP 3" C CONT. BRIDGING AT 41-0" O it A4 AIRCRAFT CABLE EXIST JOIST / / toy R+'„ WATER HEATER V/4C) AII.4 SEISMIC CABLE CONN. "a W/GALV DRIP PAN A4 BENT PLATE (150 LBS. MAX EXISTING STEEL 3" = 1'-O" CONNECTION TO 3" = 1'-0" A TOTAL WEIGHT, G1�RRAAtt1S.SHRE SHOCK AIR HANDLING UNIT - AIR HANDLING UNIT - • a'376 • METAL STUDS PER WATER HEATER w/GALV 1,200 LBS. MAXIMUM 1,200 LBS. MAXIMUM / EXISTING BEAM SEE PLUMBING ' FOR REINFORCEMENT P2786 CLAMP TABLE I J/Ai1.4 DRIP PAN 150 LBS. SUPPORTED BY 4 SUPPORTED BY 4 ' DWGS) \ ( SEE TABLE TO RIGHT BY UNISTRUT (RESTROOM WITH NO MAX TOTAL WEIGHT, SUPPORT POINTS SUPPORT POINTS TIP, EA SIDE � •� � STORAGE LEDGE 0 SEE PLUMBING DWGS) _ ' I I -oil 'V WATER ABOVE.) 0 <' c 1 t I I i HEATER TO BE _ - - SUPPORTED 45'±15' THIMBLE - - - - - - - - - - - I 1 05/19/17 BY A MINIMUM 111 1 1 OF 3 JOISTS #8 SCREWS @ " 3/4" THK. P OOD !\, 8"c/c - SEE ��~ A7 P1001 UNISTRUT I NOTE BELOW J-2 DBL CLAMP ■■ A11.4 NOTES: yj A11.4 ■ I. ROD SHALL MEET THE MIN. SPECIFICATION —�/— YV----- - - - - l� OF ASTM A575 AND A576 THREADED ROD. DRAWING TITLE: (2)-#8 SCREWS @ A5i P VERTICAL HANGER ROD FRAMING 16" O.C.t, THROUGH ������/���iiii ii i.�iiiiiiiiiiiiiiiii iiisisi»iiiiii..........i All.4 . UNIT WEIGHT LBS.. L2 1/2x2 1/2x3/16 P1000 UNISTRUT I- I I I I I FTINISH ENANTNTO EXIST BENT - Al/A11.4 SIM. #8 SCREWS @ 8"c/c A3\ Z ROD SIZE. IN I. ROD REINFORCMENT DETAILS ISEPARATION WALL DOUBLE NUT - SEE NOTE BELOW A11.4 STUDS I 4111 ( AND LOCK C1 - UNISTRUT P1000T WASHER, TYP- NUT, WASHER PLATE p ,� =<500 3/8" STIFFENER w/P2485 CRADLE CLIP • CONNECT PLYWOOD DECKING TO NO Ai __- . �� = * SPRING NUT CZ - @ 10 c/c SUPPORTS w/#8 SCREWS @ 8" c/c G. TO PROVIDE SOLID BLOCKING: I ANGLE SUPPORT OPTION (MAX UNBRACED LENGTH 10'-0") AROUND PERIMETER OF DECK, AT PANEL IN JOISTS AT 7'-0" O.G. MAX: UNISTRUT SUPPORT OPTION JOIST PER TABLE I ONT CLOSURE TRACK - UNISTRUT P1000T EDGES AND AT INTERIOR SUPPORTS. G.G. TO FRAME STORAGE DECK ABOVE ■ DATE ISSUED: J/A11.4 P-*VIDE (1)-#8 SCREW - STIFFENER w/P2485 CRADLE TOILET ROOM AS INDICATED PER THIS 1/2" „ • DETAIL, REFER TO A3.1 FOR JOIST (2)-#8 SCREWS AT EA . •NGE OF EA JOIST I PlOOOT UNISTRUT 500<WT.=<1000 CLIP @ 14 c/c 04/07/17 IF 3/4" FRT PLYWOOD IS NOT ALLO D DIRECTION TO ACHIEVE MAX. CAPACITY EACH JOIST rill � P3008 NUT (MAX UNBRACED LENGTH = BY MALL OR BUILDING OFFICIAL, ' EN OF q0 PSF. G.C. TO POST CAPACITY (2)-#8 S -EWS AT ■►; 10'-0") REPLACE PLYWOOD WITH 3/4" RSAROC AFTER COMPLETION. COORDINATE THIS EACH JOIST I I ALL UNISTRUT MATERIALS AND . u u UNISTRUT P1000T PROJECT NO: STRUCTURAL GEMENT BOND PARTICAL WITH THE BUILDING INSPECTOR CONNECTIONS SHALL BE INSTALLED WITH 3/8 x1 HHG5 @BOARD BY U.S. ARCHIT URAL STRICT CONFORMANCE TO 20" O.C. MAX 1000<WT.=<1500 5/8" STIFFENERCLIP @ 1 c/c CRADLE 1701 28 3 5/8" 16 GA. METAL STUD MANUFACTURER'S RECOMMENDATIONS V G(J - a. PRODUCTS, OR E' AL. PARTITION - ALIGN STUDS1/2" DIA A307 THREADED ROD FOR ROD (MAX UNBRACED LENGTH = q'-0") 0 INC., DIRECTLY UNDER JOIST (TYP.) " FOR WATER HE• ER SUPPORT IN LOW 0 SECTION P2485 CRADLE CLIP BY UNISTRUT SIZE, SEE UNISTRUT P1000T WHEN ATTACHING ANGLE OR UNISTRUT TABE AT DRAWING NO: ' EXISTING G.C. TO ANCHOR WALL TO SLAB WITH TO BOTTOM OF AHU ENSURE NOT TO RIGHT „ STIFFENER w/P2485 CRADLE CLIP v SEISMIC ARE• - WHERE HOLD-DOWN 1" = 1'-0" TENANT EXPANSION BOLTS AT 4'-0" O.C. 1500<WT.=02000 3/4 „ �„ HIT INTERNAL COMPONENTS OF AHU @ 20 c/c STRAPS A: NOT REQUIRED. SEPARATION 11 I WITH SCREWS SECTION SECTION (MAX UNBRACED LENGTH = 7'-O") A Al 1 ' ':n WALL 6 . 4 A•7 N.T.S. A V N.T.S. ° 7ATER HEATER SUPPORT ABOVE RESTROOM SEISMIC DESIGN CATEGORIES A & B ��� - ��-ot' HANGING UNIT W1 SEISMIC BRACING 'll —1!-°11 AI _ 0 OWNER: --__ UNTUCKit \ SHIRTS DESIGNED TO BE WORN UNTUCKED. IIIIII -� 379 WEST BROADWAY NEW YORK, NY, 10012 "...P. 1 1 B.O. STRUCTUREfi) ARCHITECT/ ENGINEER: HANGER WIRE >re 1. ALL LIGHT FIXTURES * AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE 0 w E 0 ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE U V .c NOT TO EXCEED 6'-0" > FIXTURE WEIGHT. SPLAY BRACE WIRE '.'C Y 0 N 0 N 2. 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GIRDER 0 0 E E MEMBERS WITHIN 3" OF EACH CORNER OF ALL FIXTURES. TANDEM r = S" (MAX.) OR 1/4 3/4" UNATTACHED SIDE E E N N FIXTURES MAY UTILIZE COMMON WIRES. ", m LENGTH OF DIST. 1ATTACHED SIDE o TO FIRST MAIN F3/8" u) G 3 3. FIXTURES AND DIFFUSERS NEIGHING 20 LBS BUT NOT MORE t THAN 56 LBS. IN ADDITION TO THE ABOVE REQ'S SHALL HAVE (2) 0 ui L 12 GAilif . HANGER WIRES CONNECTED FROM THE HOUSING TO THE U CONT. HORIZ. STRUT TO STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. = 11, 11 11111111111111111111111 tlILL11111111111111IL POFREVRUNNERSENT SPREADING CROSS TEE 4. FIXTURES * DIFFUSERS WEIGHING MORE THAN 56 LBS. SHALL I MAIN RUNNER 2" NALL TRIM BE SUPPORTED DIRECTLY FROM THE STRUCTURE BY APPROVED tin HANGERS. v LAY-IN CEILING TILE - o 5. ATTACH LIGHT WEIGHT ITEMS SUCH AS SINGLE ELECTRICAL CO CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO SUPPORT2 = WIRES WHICH PROVIDE SECURE SUPPORT INDEPENDENT OF THE 0 CEILING HANGER SUPPORT WIRES, PER LOCAL CODE. SEE DETAILL >; c • ABOVE. . N.T.S. N.T.S. C � m NOT USED S NOT USED M SUSPENDED CEILING DETAIL @ WALL to _ H FIXTURE ATTACHMENT DETAIL _ D = u) a to • "^CD Y covJ T � J CL 0 ANGLEBRACKET OR CLIP. 0alICC ESR-1222 OR EQUAL Irip E U ATTACH PER MANUFACTURER'S SEISMIC o RECOMMENDATIONS LOCKING PIN -C v 7O TOP CLIP0 NI :: (MECHANICALLY MINIMUM 3 TIGHT TURNS FASTENED) O R,O. STRUCTURE + RESPONSIBILITY1k IN P THE OARCHITECT/BILI ENGINEER R ASSUMES OF I"� ' I� THESE LANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED IF THEM AND SIGNED H � � AND SEALED FOR SUCH SPECIFIC LOCATION IN THE HANGER WIRE " STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN r,y .%'.'' .--- ''�`-- AREAS MEETING THE STATED DESIGN CRITERIA. 1416*' .. \ TOP CLIP �� SPRING CLIP ,p I 4 r 1 SPRING CLIPa ATTACHMENT HOLES `► �` MAIN RUNNER STORE NO: , 01.1.11 COMPRESSION POST CROSS TEE -- PROJECT LOCATION: BULB CLIP WASHINGTON SQUARE (MECHANICALLY 9585 SW WASHINGTON FASTENED) SQUARE RD SPACE #F01 PORTLAND, OR 97223 NOT USED R NOT USED L SUSPENDED CEILING DETAIL N.T.S. G LOCK CLIP CROSS TEE - MAIN RUNNER N.T.S. ' C DESIGN TYPE: LOS ANGELES CITY APPROVED RESEARCI-I REPORT NUMBERS DESCRIPTION MANUFACTURER LARK# NOTE: FASTENING TO STRUCTURE ABOVE TO COMPLY WITH LANDLORD AND/ OR LOCAL REVISIONS: HILTI ENPH2-21-LI5, X-EDNI9-THQI2 OR X-EDNK22-THQ12 BUILDING DEPARTMENT JURISDICTION. FASTENERS AND SELF-DRILLING SCREWS, BUTTON PUNCHES HILTI, STRUT SIZING CHART NOTES REQUIRED BY: DATE FOR STEEL DECK AND CONCRETE-FILLED DISPHRAGM INCORPORATED 25296 SIZE MAX NT 1-11G1-1 SEISMIC CONFORM TO BASIC MINIMUM REQUIREMENTS ESTABLISHED IN ASTM C636. ATTACHMENT. REC 0.5" DIA X 22GA 31-0" 1. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE BUILDING DIETR ICH INDUSTRIES STEEL CURTAIN WALL AND LIGHT GAUGE DIETR ICH 25889 TIED TOGETHER TO PREVENT THEIR SPREADING. PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS AND CROSS RUNNERS OF THE DEPARTMENT COMMENTS 05/17/17 STRUCTURAL FRAMING PRODUCTS. INDUSTRIES, INC 2. INSTALL CLG GRID USING #12 GA WIRE HANGERS @ 4' CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION MAX O.C. * 8" MAX FROM PERIMETER WALL. DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST DRIL-FLEX STRUCTURAL FASTENERS. 0.75" DIA X 22GA 4'-311 3. HEAVY DUTY GRID SYSTEM REQUIRED. ELCO INDUSTRIES 25095 LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, WHICHEVER 4. CEILING AREA > 1000 SQ FT TO HAVE HORIZONTAL IS GREATER, IN TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY HILTI POWDER DRIVEN FASTENERS HILTI, ,� RESTRAINT WIRE AND RIGID BRACING, SEE DETAIL DIRECTION, AND IN COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT, THE LOAD MAY INCORPORATED 25646 I DIA X 20GA 51-0" A/AI1.5 G/A1I.5 BE APPLIED WITH A 1-INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 5. CEILING AREA > 2500 SQ FT TO HAVE SEISMIC INCHES (610 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES SELF-TAPPING SCREWS ITN BUILDEX 23768 SEPARATION JOINTS OR FULL HEIGHT PARTITION. AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. 1.25" DIA X 20GA 7 -0 6. CEILING WITHOUT RIGID BRACING MUST HAVE 2 CEMCO STEEL STUDS OVERSIZED GEMGO 24923 PENETRATION9IM RINGS FOR SPRINKLERS AND OTHER 1.5" DIA X 20GA 8'-6" 7. CHANGES IN CEILING PLANE MUST HAVE POSITIVE USG RACING. - 25046 8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE GYP. CRETE 2" DIA X 20GA 11'-6° INDEPENDENTLY SUPPORTED AND BRACED. N 't 1/2" EMT - RUN TIGHT TO STRUCTURE `INDICATES NOREVISION TOTHIS SHEET - 24229T q. SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. ABOVE (4'-0° MAX. FOR 1/2"'D) DRAWN BY: REC , " 10. LIGHT FIXTURES (ALL TYPES) TO BE MECHANICALLY US DUROGK BOARD - 26092 2.5" DIA X 18GA 14-6 ATTACHED TO GRID PER NEC 410-16 (TWO 12 GA SECURE SUPPORT WIRES TO EXISTING CHECKED BY: ELM ' WIRES PER FIXTURE UNLESS INDEPENDENTLY STRUCTURE OR STUD INFILL D-BLAZE FIRE-RETARDANT PLYWOOD SUPPORTED). VIANCE, LLC 24502 3" DIA X 18GA 17'-3" II. AIR TERMINALS: ARMSTRONG FIRE-GUARD ACOUSTIC TILE - < 20 LBS - POSITIVELY ATTACHED TO GRID ARMSTRONG 22343 20 TO 56 LBS - POSITIVELY ATTACHED TO GRID AND OD AR 3.5" DIA X I6GA 23'-3" TWO 12 GA WIRES TO STRUCTURE (MAY BE SLACK) � C{.�' > 56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY .E 12 GA. VERTICAL HANGER WIRE � TEK SCREWS: .4., COMPRESSI ON STRUT REQUIRED @ EACH CS o ITN BUILDEX 25915 APPROVED HANGERS. al'q CI HILTI HIT HY MAX: HILTI, 25881 ��' SEISMIC RESTRAINT 12'-O" O.C. EACH INCORPORATED WAY AND WITHIN 6'-0" OF EACH WALL GERALD S.SNRE NOCK �'.4 3/411 EMT - BUTT TIGHT TO 1 5/8" I `376 ' NOT USED P 1/4" TAPCON CONCRETE SCREW: - 24953 COLUMN SUSPENSION SYSTEM N.T.S. F I I METAL JOIST FRAMING �y J GLASS FIBER REINFORCED CONCRETE - 4359 1„ 1b' I I DRILL 5/32" HOLE FOR 1/8" BOLT AND &4• , ���� 62 MAX MAXLOCKNUT AFTER CEILING SYSTEM ISHILTI KNIK BOLT 3 HILTI, ' UNATTACHED WALL 4.6I1 ^I�Q \ I I LEVELED INCORPORATED 25577 PERIMETER SUSPENSION POINT 1 -� -�t \\\ Li 05/19/17 FIRE RETARDANT WOOD TREATMENT HOOVER TREATED — x — — -x —x— — x- WOOD PRODUCTS, - x x x x x x �4 x x x INC FIELD SUSPENSION POINT x x • x • x l • x x �C 4.0 x q11:*,,41%iNit,/,,P4100pg" COMPRESSION STRUT WHERE x x x x ��x x x UwOCCURS 8'-0" O.C. NOT 6, 8' S' E5' 61 ¢ I 1. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNER INTERSECTION FARTHER THAN 6'-0" FROM Q Q MAX MAXMAX MAX MAX Q �' DRAWING TITLE: �: AND SPLAYED q0 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES WALLS I~..3 xx • x • x x x * Q 3 < <+C1L+ I(�. �,� DETAILS FROM THE PLANE OF THE CEILING Q zPERIMETER SUSPENSION POINT x - x >I< 11 3X 2. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND CROSS x x x x x ,0.4x x x �C G Q RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS WITH 3/8" E Z CLEARANCE BETWEEN THE RUNNERS AND THE OTHER 2 WALLS. WHERE SPAN OF THE CEILING HEAVY DUTY MAIN x I Co x A11.5 .► SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH DIRECTIONS, A MINIMUM WALL RUNNER 4 CROSS TEE x x I x I x • „ x x ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND 2" x x �x x x x X " 48 1 5/8" x 16 GA. METAL INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4" CLEAR FROM WALL PERIMETER x x x x x �Ex x x• JOIST FRAMING @ 48" O.C. SUPPORTING CLOSURE SURFACE. ANGLE RCP I -1NQ `' %y (4)-10 GA. SPLAY WIRES - SPLAYED DATE ISSUED: ATTACHED WALL H `4 F -T-./•- 90' FROM EACH OTHER AND 45' (MAX.) 04/07/17 3. WHEN THE DISTANCE BETWEEN STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE A11.5 FROM CEILING PLANE SPACING OF THE VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE LENGTH CEILING STRUCTURE OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR MORE AND AT LOBBIES HANGER WIRE \/ \/ 1- 7/8" CHANNEL FURRING @ 16" O.G. 4 ACCESSORY TO GROUP A OCCUPANCIES. HEAVY DUTY �I SECURE TO 1 5/8" METAL JOIST PROJECT NO: SUSPENDED CEILING ASSEMBLY / N iTi FRAMINGG WITH MINIMUM 8 GA. WIRE 170128 O. IZ NOTE: L/R = RATIO NOT EXCEED 200 FINISH FLOOR _1 DRAWING NO: n x 12 GA HANGER WIRE El.i REFER TO SCHEDULE J/A11.5 FOR • LATERAL BRACING ELEVATION V LARR #'S AS REQUIRED. AAII5 65 - - STABILIZER BAR ;,�, • GRID PERIMETER RIVETED a A 1 1 • 5 NOT USED RESEARCH REPORT SCHEDULE N.T.S. J CEILING LAYOUT SEISMIC HEIGHT N.T.S. E GYP. BD. CEILING SUSPENSION SYSTEM N.T.S. A N _ _ G , . € OWNER: GENERAL NOTES UNTUCKit �, _.., REFER TO REFLECTED 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT CEILING PLAN LEAST I" INTO SOLID BLOCKING. SHIRTS DESIGNED TO LOCATE RESTROOM SIGNAGE / 2. WATER RESISTANT GYP. BD. TO 4'-0" A.F.F., TYPICAL ON ALL WALLS. BE WORN UNTUCKED. AS REQUIRED BY LOCAL CODE / 3. 60" TURNING AREA TO BE PROVIDED IN ACCESSIBLE LAVATORIES. WATEg EATER F NOTE: / 4. LOCATE ALL SWITCHES AND SENSORS INSIDE 50" WAINSCOT. DO NOT LOCATE SWITCHES 379 WEST BROADWAY F THE WATER FOUNTAIN IS LOCATED IN THE PATH • TRAVEL, A TEXTURED AREA 11-0" AROUND THE / WHERE HALF OF THE SWITCI-1 FALLS IN WAINSCOT AND HALF FALLS OUT OF WAINSCOT. NEW YORK, NY, 10012 F• NTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 #RRE-125 BLACK ON WHITE / 5. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE, ARE PROVIDED AND REQ► IRFD. WATER FOUNTAIN IS TO BE ACTIVATED WITH BRAILLE (PREFERRED) / 71Y) INSTALLED BY G.G. BY A ACCESSIBLE PUSH BAR ON FRONT FACE OF // ARCHITECT 1 ENGINEER: UNIT. WATER FOUNTAINS ARE TO BE LOCATEDWITHIN •LCOVES SO AS NOT TO BE IN THE 4 SINK NOTES: v t E E GDRRIDO' WALKWAY. FOUNTAINS MUST BE 1. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO 8 8 APPROAC D FROM THE FRONT, OR PROVIDE A 60" NOTE: ♦ T / CONFORM WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY AND ENERGY CODE DIAMETER URNING SPACE TO ALLOW FOR ACCESSIBILITY SYMBOL TO BE / ♦ REQUIREMENTS. - . POSITIONING NTO FORWARD APPROACH-I. MOUNTED ON WALL ADJACENT TO ( 2. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. Uc'i 0 E THE LATCH SIDE OF TIE DOOR I- \ • 3. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE y N fp 0 E E AND AT 60" MAX. A.F.F. TO OU \ HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. m m f' CENTERLINE OF THE PICTOGRAM. U) - \ • 4. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER0 ;= . MAINTAIN 18"x18" MIN. CLEAR FLOOR \ 0yQ \ OPERATED OR 15 LBS. FOR PUSH TYPE. cii 4'-0" SPACE IN FRONT OF SIGN (FROM \ 1 3 \ - C3 u a lg" MIN. CENTERLINE OF SIGNAGE) \ v p WATER CLOSET NOTES: Is _, 17" MIN. T \ z I. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER c7 E MAX. Ig MAX. \ \ CLOSET AREA, NO MORE THAN 44" A.F.F. F LL .\ \ . til) A f _ , o m _ ♦ ♦ 8 ` 0 ( I ) WATER CLOSET 2 = 1 o °o O ♦� - 449 _ ♦ II �E op, \ 2 ACCESSIBLE SINK 0 - X LU Ifl {o 4 MIN. N-- A STRDOA4 ,, \ Ca Ci—) 1ICI F �1I I )( p4" COMMERCIAL CRADE FLOOR MOUNTEDGCR�'iG1= :lily REFER TO I L �♦ J N� ♦ r ... \ CC a c, 2 11211 1'-0" �. � - - �. - �.• - �- _ __ _ -- _ �- • _ - 15- \ ACCESSIBLE TOILET ROOM DETAIL H ( 4 ) I 1/2" DIA. METAL GRAB BAR, MUST COMPLY WITH f LOCAL AND STATE CODES - G.G. TO 4- Q LO li\- CLEAR F�LIOR ♦ ♦ \ SUPPLY AND INSTALL 1" X 4" IN-WALL BLOCKING SECURED TO STUDS - REFER TO DETAIL r NI- REQUIRE]��@T SI, J/A13.1 }' 4' 611 1 = a) 43 li1 W \ 6" 3'-011 (!T ro SINK CLEARANCES O MIN. / / ( 5 ) SURFACE MOUNTED PAPER TOWEL DISPENSER - BRACKET: DIE-CAST ALUMINUM; SPINDLE: I w F- (LO SINK AT 141/LO) Q Q DEQ. 2'-0° Qy DIE-CAST ALUMINUM W/ STAINLESS SPRING. (BRADLEY - MODEL #251) - G.C. TO SUPPLY Q N — 141/LO WATER FOUNTAIN ELEVATION < ` AND INSTALL 1" X 4" IN-WALL BLOCKING SECURED TO STUDS Y 3 a .4110 q Q ,rREFER TO REFLECTED V Qtr, U U ) / CEILINGfii PLAN O 1= "' NOTE: !� ( 15 --—— ——-- _` 21-0" ( 6 ) INSTALL COAT HOOK AT 4'-0" A.F.F. CENTERED ON DOOR (TOILET ROOM SIDE) co U In 4'-0" TOILET ROOM DOOR ♦ ♦ ( 7 ) SURFACE MOUNTED SINGLE ROLL TOILET PAPER DISPENSER WITH CONTROLLED DELIVERY - a v CLEAR SYMBOL SHALL BE IN •U U / - = HEAVY DUTY SATIN CHROME - PLATED STEEL (BRADLEY - MODEL #5054) - G.G. TO r a A CONTRASTING COLOR z Q Q Q _ O SUPPLY AND INSTALL I" X 4" IN-WALL BLOCKING SECURED TO STUDS U) n .; ' app O� n _ ( 8 ) WAINSCOT TO 50" A.F.F. - REFER TO DETAIL K/A13.1 - G.G. TO CUT (FRP-1) TIGHT TO LITI 13 —I �' �� `r W ul / .Z o 3-SIDES OF MIRROR AND SEAL WITH WHITE LATEX PAINTABLE CAULK ®20S7THE ARCHITECT IENGINEER ASSUMES NO i- 3 ® I RESPONSIBILITY OR LIABILITY FOR THE USE OF <,J ___-- — THESE PLANS FOR ANY PROJECT OTHER THAN !1J O C ___--- I1M,A I Wp L ` ( ) 5'-0" DIAMETER TURNING ARI=A SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE / LL. LL s .. )� �� 5 STATE,PROVINCE DR TERRITORY SHOWN ON THE U U I I O / „ � ' ;,. -�. ( 10 ) 24" x 36" MIRROR - INSTALL MIRROR PER DETAIL N/A13.I AND INSTALL WAINSCOT AROUND SEAL THIS BUILDING USE IS ONLY APPLICABLE IN ,' E /6 •3.-O �� C MIRROR - SEAL ALL EDGES WITH WHITE LATEX PAINTABLE CAULK AREAS MEETING THE STATED DESIGN CRRERIk 1'- I / t' - - ♦ L1! v- ( II ) BASE - REFER TO FINISH SCHEDULE ON SHEET G1.3 I- I- 0 F` CLEA- � mE m al / - z __�.:J '' .,. Li_ ( 12 ) WAINSCOT EDGE CAP - REFER TO DETAIL K/AI3.1 - G.G. TO MITER CORNERS TO RUN CAP I / nQ 4 r�. ,_ �� Q D AROUND MIRROR AND SEAL WITH WHITE LATEX PAINTABLE CAULK I I `r i z Q \ . I - X 0 tn 13 I l/2" DIA. VERTICAL. i1ETAL ISRAD DAR TO GOf1f LY f- TIi LOCAL AND ---,TATE CODEC. Sr.c, STORE NO: - / vQ - > TO DUf'1'LY AND it.I TALL I" X -I° IN b-1ALL DLOGI(INS SECURED TO 3TUD3 REFER TO— L O i . \ / __ - in - Z m O O U DCTAI L J/A13 I ,� ( 14 ) LIGHT SWITCH / SENSOR PROJECT LOCATION: aa uji MIN, CLEAR UNISEXIII MIN21CLEA ♦ ♦ \ \ \ IY ♦ ( IS ) 36" W. x 8" D. MELAMINE SHELVES, SCREWED TO BRACKETS, PAINT SIDES OF SHELVES WASHINGTON SQUARE CLEAR HI/LO WATER FOUNTAIN CLEARANCES 6 0 (P-IB) 9585 SW WASHINGTON 18" 1 SQUARE RD 6" (MIN.)/ ( 16 ) FLUSH HANDLE ON APPROACH SIDE is"(MAX.) SPACE #F01 PORTLAND, OR 97223 11211 = 1'-0" �� 111 = 1.-0" 112" = 1'-0" SINK AND WATER FOUNTAIN DETAILS _ DOOR SYMBOL DETAIL _ L ACCESSIBLE TOILET ROOM DETAIL _ G GENERAL AND CODED NOTES C DESIGN TYPE: LIGHT GAUGE HEADER FOR PLATFORM STRUCTURAL SUPPORT (IF APPLICABLE). REVISIONS: „ i8"XI8" CLEAR FLOOR G.C. TO CAULK ALL JOINTS AND G.C. TO USE 6 16 GA. TRACK (600T162-54) 1'-6" SPACE AT CLOSURE FRP-1 REFER TO REFLECTEDAND 3-5/8" 16 GA. STUDS (3625162-54). t CLEAR SIDE OF DOOR FOR REQUIRED BY: DATE 1811 TOP EDGE OF F.R.P. WITH CEILING PLANTREFER TO DETAIL J2/A11.4 FOR ADDITIONAL SIGNAGE (11IN) PAINTABLE LATEX CAULK INFO. E - - HC SIGNAGE - 181 �fy gi' REFER TO DETAIL _1 MIN. 1'11]x, '41F---- .C. TO PROVIDE * INSTALL I =u L/A13.1 1-1/4HDIA. PIPE RAILINGS: 12 fy GONNEGTORAIL SYSTEM EDGE CAP ( 10 )--\ �� / WITH COVER FLANGES. 17" �� G.C. TO PROVIDE SOLID (0 4'-2° A.F.F. M N, OM i.�� r BLOCKING AS REQUIRED, _ r 6 . N ��� REFER TO DETAIL J/A13.I i c (SIM.) I Ah 3/32" F.R.P. I • © `` z _ O �,I 4 - ` q "INDICATES NO REVISION TO THIS SHEET . . i •k. ' \ Z _I �' 4 \ // 5/$" GYP. BD. N 3 ♦ .� • DRAWN BY: REC ( 7 ) t ..:.. .7 71- ;. O i ALL 3NALLS \� / �' !:''' : , r-tIN.. z ma m F CHECKED BY: ELM z u 32" x 48" MINIMUM CLEAR / (NE NE D - 1 © 16"\MIN.) 1 \py LOOR SPACE CENTERED WAINSCOT PANELS ON ALL FOUR J t- Irr °WW 18 1 AX. - U •ER LOW DRINKING - I- C 5 FOU ' •IN UNIT (4) WALLS OF RESTROOMS r- l o © �/ $0 I k (TYPICAL) ♦ ♦ ♦ ♦ ♦ ♦ v ti nSiWn� i ', " 1 / '� `l��' iitili I I- I\ C.- MAX. i MAX. \ MEV I I- �! GERRALD S.SHREMSHOCK n f n n 1 u � �♦ z x /�� • 3769 • 7ATER FOUNTAIN ISOMETRIC N.T.S. WAINSCOT DETAIL 6 =_1 -° K ACCESSIBLE TOILET ROOM DETAIL 112 = 1'-0" F , 16" ' � � ', MIN. DRYWALL AND PLYWOOD PRIMER: MIRROR MASTIC SPEC 4 16 _ _ _ _ Ni,..111 �j OF Q � KILLZ ORIGINAL (OIL BASED PRIMER); co I.Q j�j \I PALMER "QWIKSET MIRRO-MASTIC"; 11-1-- r j 1 n MASTERCHEM INDUSTRIES, INC. ij `/ PALMER PRODUCTS CORP. (502) REFER TO REFLECTED 04/10/17 (866)774-6371 OR APPROVED EQUAL. ^ I' """""""' E 893-3668 OR (800) 431-6151 / FAX CEILING PLAN ♦ I nnnnTij 1 "J" CHANNEL TRIM; G.R. L ,/ (502) 895-'9253 ( 1� RT(C ` 15 LAURENCE D645P OR EQ % ge#10 x 2" LONG PHILLIPS PANCAKE HEAD l 10 ( 4 OM 3'-0" tSCREWS @ 18" O.C. MAX. MIN. 2 il 611 GRAS BAR NOTES:( ) A GRAB BARS SHALL NOT ROTATE AND HAVE / ( 12 ) ( 2 3/4"x4" F.R.T. BLOCKING El. l I/2" NO SHARP, OR ABRASIVE ELEMENTS ON OR60" I/4" CLEAR MIRROR ADJACENT TO THEM. EDGES ARE TO NAVE / MIN. / DRAWING TITLE: TOLD A MINIMUM OF I/8" RADIUS. GRAB BAR 3'--" 12" TOILET ROOM z_ A TRIM F CONSTRUCTEDAFORAA 250 POUND POINT ' / MAX. x €1... TOP I ° LOAD REFER TO CONSTRUCTION PLAN / DETAILS l 33 MIN. TO 36 MAX. ^ �I . .. J j ,/ / IT.O. GRIPPING SURFACE - ^�'', I- MIRROR MASTIC ON DRYWALL, PRIMED PRIOR TO INSTALLATION OF MIRROR- SEE NOTE ON \\N--- �� " �_ . (0 TN ESE DETAILS ARE FOR THIS SHEET FOR MASTIC PRIMER SPECS • `� T , — 1x4 IN-WALL F.R.T. BLOCKING I NQ REFERENCE ONLY r DATE ISSUED: I,I �I • SECURED TO STUDS - RECESSED 3 NEOPRENE SETTING BLOCK 14 r _ AND SAND z QTHESE PLANS ARE FOR FIXTURE AND GRAB BAR 4 07117 01 �._,iri/14111 SMOOTH s • E t>L ILLUSTRATIONS; FOR EXACT ROOM SIZES, ° " C.R. f ,� / I GRAB BAR 6Z: -Q mSi CONFIGURATIONS AND DOOR SWINGS - REFER TO THE J CHANNEL TRIM; E In,n LAURENCE D636P OR EQUAL 1/ OUTLINE OF PROTRUDING OBJECT ' "CONSTRUCTION PLAN". PROJECT NO: #10 x 2" LONG PHILLIPS PANCAKE HEAD 61111N/ (1.1=. TOILET PAPER DISPENSER) r 1�� � 170128 - _ SCREWS @ 18" O.C. MAX. (MIN. 2) ♦ f ♦ ♦ NOTE: G.G. TO INSTALL ANY/ALL ITEMS THAT ARE N 3/4"x4" F.R.T. BLOCKING _" � � NOT EXISTING PER DETAIL 66 0 ( 7 p DRAWING NO: N BOTTOM TRIM ASSEMBLY MIN. G N3g" MAX. o ■ 6" = 1'-0" N.T.S. 112" = 1'-0" 112" = 1'-0" A 1 3 MIRROR DETAIL _ N GRAB BAR DETAIL _ J ACCESSIBLE TOILET ROOM DETAIL _ E ACCESSIBLE TOILET ROOM DETAIL _ A OWNER: NOTE: UPON COMPLETION OF PROJECT, G.C. PROVIDE A COMPLETE DETAILS SHOWN ARE FOR REFERENCE ' ONLY: FOR COMPLETE LIST OF PARTS AS-BUILT SET OF DRAWINGS FOR THE COMPLETED STORE U N TU C Kit d-�' AND ASSEMBLY INSTRUCTIONS REFER (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE , TO MANUFACTURER'S 5HOP DRAWINGS. DRAWINGS INTO THE PLAN TUBE HOLDER SHIRTS DESIGNED TO ;� G.G. TO PROVIDE / INSTALL BE WORN UNTUCKED. • / DANDLE ON THE TOP CAP TO EASE 379 WEST Y • /►� i ,- ; / NEW YORK,NYA10012 THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH iiii �� ♦• EXIT OWNERS CONSTRUCTION MANAGER. , s ARCHITECT 1 ENGINEER: 0 00 00 14010 ,6$, .' ; o0 00 114" DIAMETER THRU BOLT WITH A.0,, \� \ .1TOGGLE (TVP OF 2) 1 w F iiiE v o °v •:/ ; �.• «. CORRESPONDING a. V c v TYPE II BRAILLE " 8 8 • •• ♦ iJ'i< 41•' '., i n• ?J.• :ti��1'Jt-� y'ti`f•S'�:Yr: l.fi1I..TC it.£riF:Y.7.`�'a- pV JG 10 s. I,. : r ,y/ .RA �/!I., it�� .: .. / GYP. BD. I' ,- v LI) .§ § (L) Ei2 E E �(13'.f• ; 4 LA >.- - PAN HEAD SCREWS TO 2 X 4 F.R.T. ca va _ ;�� 41i :: + — I—_ a.: 0 SECURE STRAP ••.� • . BLOCKING - 'a 4 • T�i,,� PAINT P-IAi► �► 1111 ""� 3/4" X 2" POPLAR PLYWOOD 6, DIA. TUBEiiEi=� � �• �,. ' NOTE: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 45 INCHES MINIMUM ABOVE TRIM SCREWED TO 2 X 4 ,)�I / :; ,, THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE oi'�� /'� :: LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE FINISH FLOOR OR GROUND (M017/ N 00 ~ �ii "+ :� SURFACE MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE A b t. .r .---- :--- 4,4:•,,e00/Ak. ii ` 9 :•� , G T T TLE GH RACTER. METAL STRAP (TVP. OF 2) o 000. 2 v �#.400. '� : �9 ..R 1/2" DIA. HOLE Q• / ; 6' , , . IN BOTTOM CAP Umil I 6" = 1'-0° SECTION THRU TUBE _:" U '� ; _ 4„. ""'�. �� . ,, ,:r,91 14) ► TACTILE EXIT SIGNAGE 11/4 _ }-H 2 E o LLLLL LL •♦ 0: LLL.LLILLLLL -O•• t Q� • LLL• LLLLLLLLL LLLLL + - .441:: ''O o •� - LOOSE PVC <N '•'� 1- LLLL. LLLLLLLLLLL LL LL` LL. 'p°p°p°p !: - - CAP t1r) ULLLLLL• LLLLLLLLLL LLLLLLLILL + O O O O+.• • - LLLLLLL• LLLLLLLLLLLLL LL L LLL • •• •00000000�. °.0•• 2" 2" A 1x,0" 16 GA. L- ~ LLLLLLLLL• LLLLLLLLLLL LllI-1rLLL�l,L, • •• 0 0 o O ✓ o • O • X X 'Y Q LLLLLLLLLLL. LLLLLLLLLLLL LLLLL '- 7 •R O O O O + 0 0 . 0 cr LLLLLLLLLLLLL. LLLLLLLLLLLLL LLLLLL t - - .::.,00000,000000000`tt o 0 0 0 .+• 0 0 0 0 METAL CORNER - — �LLLLLLLLLLLLLLL• LLLLLLLEEEEE LL LL Ll , 00 • ° ° / - NOTE: XCu LLILLLLLLLLIILL♦ LLLLLLLLLLLI.i.y L • . GUARD MOUNT AT :!' LLLLLLLLLLLLLLL'r• LLLLLLLLLLL L LL - ,i,,,.°,7-.,?,,0„,„0,....000q0'6'0''• 0•„D°o° 00000 r G.G. MUST PROVIDE AND ATTACH A U Q LLLLLLLLLLLLLLL. LLLLLLLLLLLLLLL _ TOP OF BASE LABEL (WITH CLEAR TAPE) STATING: 0 E to LLLLLLLLLLLLLL•,,,LLLLLLLLLLLLLo •a ••. O o o O - 46" A.F.F. LC �' LLLLLLLLLLLL'.,LLLLLL LOLL �� lir--4,0040,.,..„; 0000000° 1 THIS TUBE CONTAINS STORE DRAWINGS C t5 ,,t 0 LLLLLLLI1:17.1±1±"... �Q� 00000•;:00000° >> AND IS NOT TO BE REMOVED WIT1-IOUT E LLLLLLL LLLLL., LL ( o 0 t. O O - L .. °0,;;ao° Jk`b THE CONSENT OF THE STORE MANAGER. 36 4 s* 3� 43H ;* �o us LABEL • F[ 02017 THE ARCHITECT!ENGINEER ASSUMES NO v` BILITY FOR THE USE OF / HESENPLANS FOR ANSIBILITY OR Y PROJECT OTHER THAN 10' MOBILE UNIT 10' VISUAL S1-ELF4E SPECIFICALLY AUTHORIZED BY THEM AND SIGNED G2 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON HE SEAL.THIS BUILDING USE IS ONLY LE IN A14.1 AREAS MEETING THE STATED DESIGN RITERIA VINYL BASE > �`' rn .--, �� �,'♦r EXTENT OF WOOD HOLDER %''""ori+ •♦�``•♦, FINISH FLOOR, REFER ,_ /'"/ TO FINISH PLAN O STORE NO: ,/ ' PVC BOTTOM CAP GLUED IN PLACE, . G.G. TO DRILL 1/2 DIA. HOLE IN 44 rr / ,,/ CENTER OF BOTTOM CAP 4/ // �,,,�/ ♦'' i _ PROJECT LOCATION: - / �� NOTE: WASHINGTON SQUARE �'' � j � G.G. TO CAULK ALL JOINTS '. `• � ENTIRE ASSEMBLY 15 CONSTRUCTED ..' /' � , BETWEEN CORNER GUARD AND ,./ ,.,� TUBE ELEVATION ♦ ..� 85 SW WASHINGTON • ♦ +,� IG.C. AIN � ♦ ., ,/ �� ,, BY G.C. IN FIELD. G. T PAINT GYP. BD. WITH NON-SHRINKING, 0.1 /' ��`•., ,r,,� r ,// w//��',-.'♦ BLOCKING P-IA �/ o, / , PAINTABLE, FLEXIBLE, WHITE SQUARE RD // � .,�. ''I% ',r �'' i•♦ LATEX CAULK / ,�, " ,� _ SPACE #F01 .' D •-% .. PORTLAND OR 97223 •% ♦ '• oI 11 / '''..- '- / I /'� �� - f> = 11-0" N.T.S. �// /AtIr''.1" /� I ' /'r %i"� - DESIGN TYPE: �� ., ,� ,,,. /�/�/ .,♦ _ CORNER GUARD a� VINYL BASE DETAIL _ G DRAWING TUBE _ C / Ai / +� •,•• /�� i/ , k REFER TO JIA14.1 FOR REVISIONS: �� �� �� I�' �I /'� �• ANCHORING DETAILS • / t" • • 4 ` 4: 011111* . REQUIRED SY: DATE .I ♦/• t z' • • / • � REFER TO CONSTRUCTIONPLAN1 ) rtklift . C. fE� ♦ «\ 4 ( « , •• + . MEW .. 4 \�� • RIVET (MOVABLE SHELVING W/ FIXED END) ////fir `♦ R O / J i• /91ki Z V Z.. -LW la 'E 11 .••11 // .• 110 /� LLI u CO 5 RUC 10 •• P / • LL - •• : 'INDICATES NO REVISION TO THIS SHEET :: t �, �� to . De DRAWN BY: AMA /1(911 0 19 3� "PJJ CHECKED BY:ELM ?y ,(' _ _ 2 — — — ' o moi► W► 'r'�a� ',,"► 8 FOLD S1-IEEE 101POLE) SHELF ,o C5 �2, � ERAAI D S.SHREMSHOCK 1 211 — 1 —o,l ( I ) THE MAX. NUMBER OF BASES PER MODULE IS 6. 7 OR 3769 • NON-SALES SHELVING DETAILS _ K MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. REFER TO "c ( 2 ) USE THE DOUBLE FACE FIXED SHELF (RIVET RACK) OR rQ 24" DEEP SHELF (RIVET RACK) AT THE END. V MANUF. DRAWINGS t ‘ () ( 3 ) ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND It• 4 THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. 04/10/17 ( 4 ) INSTALL ANTI-TIP TRACK PER MANUFACTURER'S HILT{ BOLT 0 GUIDELINES. LOCATE AT CENTER FOR DOUBLE ROW WASHER 1/4" X 5/6" STE INSERT 03 UNITS . Q 5 INSTALL CROSSBRACING ON ALL MOVABLE UNITS PER HILT! SC-- 3/16" X 1 3/4" tap ANUF. INSTALLATION INSTRUCTIONS. 11- LL! ( 6 ) RIV` ED FIXED UNITS. ATTACH TO FLOOR ON ALL DRAWING TITLE: �E FOUR •RNERS PER MANUFACTURER INSTALLATION 1 INSTRUC *NS. ATTACH TO WALL ONLY IF IT /Aiii,;:,.... - ALUMINUM TRACK •► INTERFERES ITH ANTI-TIP BARS. NON-SALES EACH END, I ( 7 ) "V" TRACK CUT • LENGTH AS REQUIRED. DETAILS _ TYP. ALL I I I AV TRACK mitsmom..ummilumme...�°o•.o...ok VII���° 5/8" BUMPERS ' ��� ( (TYP. 4) - AN+IN H /� STAGGAR'ili I J� TS ANCHOR EACH POST TO - E ASSEMBLY BRAKE „ DATE ISSUED: 1/4"0 TEK SCREW I II 1 FLOOR WITH i/4 ANCHOR 04/07/17 I , • ���,•, .V 2" NAIL-IN OR a a ae • `� FLOOR. . e `�° c •° .�. e v _ d . L� 3 1/4" 1-111-TI II 4° e ' o ° NOTE: e a DETAILS SHOWN ARE FOR REFERENCE 4 c 4 a ° a a MOBILE SHELVING CARRIAGE ONLY AND NOT FOR CONSTRUCTION. PROJECT NO: a • • �t."--v.17'41\ �` ,M, d ` REFER TO MANUF. INSTALLATION 70 �`' w (,) '4/'41 \I pa ALIGN STEEL TO ALUMINUM TRACK. USE 3/16" INSTRUCTIONS. / $ Y HILTI DRILL, DRILL 2 3/4" MIN. DEPTH IN FLOOR DRAWING NO: a /�3, �� ,IAS w r \' di 4. 6tj • SHELVING ANCHORAGE DETAIL N.T.S. N CK ANCHORAGE DETAIL N.T.S. OBILE SHELVING 1/211 = 1'-0" OWNER: DIVISION 01 - GENERAL REQUIREMENTS 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST MANUFACTURER'S RECOMMENDATIONS. PRODUCTS CORP. "MIRROR-MASTIC BOND", (502) 8613-3668, (800) 431-6151, INFORM OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR D. OWNER SUPPLIED METALS: G.G. 15 RESPONSIBLE TO CONTACT VENDOR FOR ORDERING FAX (502) 895-61253. U N TU C KitL A. CONSTRUCTION DOCUMENTS TO BIDDING. OF PREFINISHED METAL STOREFRONT PANELS, CORNER GUARDS AT TILE FACED COLUMNS. 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC 14. GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR REFER TO INDIVIDUAL DETAILS FOR APPLICATION AND INSTRUCTIONS. e. TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A SHIRTS DESIGNED TO INFORMATION MAY BE FOUND IN EITHER OR BOTH. SLAB AND TENANT SEPARATION WALL INSTALLATION OR MODIFICATIONS WITH RETURN DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 BE WORN UNTUCKED. 2. THE TERM 'OWNER' AS STATED IN THE FOLLOWING SPECIFICATIONS AND LANDLORD AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT pIVISION 6 - CARPENTRY MM THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A 379 WEST BROADWAY CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AND IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR OWNER. SINGLE PIECE. THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE NEW YORK, NY, 10012 DOES NOT REFER TO THE LANDLORD OF THE PREMISES. GENERAL CONTRACTOR IS TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT TENANT SEPARATION WALLS AND/OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO WHICH IT WAS PRODUCED. INSTALLATION. B. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL (1) BOTTOM TRIM: C.R. LAURENCE CO. 1/4" STANDARD "J" CHANNEL ARCHITECT I ENGINEER: = DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF INCLUDE ALL WORK REQUIRED. INC., OWNER BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTION 15. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS (CATALOG NUMBER D636P POLISHED FINISH), (800) 421-6144, FAX (800) OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY 262-32%L J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS yy SECURE IN PLACE WITH SUFFICIENT NAILS, SCREWS AND BOLTS AS NECESSARY. THAN 3!8" AND 7/8" IN HEIGHT, RESPECTIVELY. a. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL � iiiC � v 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT MANAGER. SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT C.OVERALL WIDTH (FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO CODES, WHICH BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. (2) TOP TRIM: C.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL L 8 PROJECTS. FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL). D. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE (CATALOG NUMBER D645P POLISHED FINISH), (800) 421-6144 FAX (800) § E m B. OWNER DIRECTIVES b. OVERALL LENGTH (LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR FIXTURES. 262-32(1(1. J-CHANNELS FORMED WITH FRONLEG AND BACK LEG NOT LESS N N .c L 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE WALL.) E. FURNISH AND INSTALL ALL ROUGH HARDWARE ANCHORS, BOLTS, ETC., AS REQUIRED II �� g g o N PROJECT SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE c. ANY AND ALL COLUMN LOCATIONS - FREE STANDING OR PROJECTING. ' THAN 5/8 AND 1-3/16 IN HEIGHT RESPECTIVELY. FOR CARPENTRY WORK. F. STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1-5/8" LONG, PHILLIPS BUGLE 0 u) 5. DATE OR THE COMPLETION OF THE PUNGHLIST WHICHEVER IS LAST TO OCCUR. d. AVAILABLE CLEAR HEIGHT FOR GRILLE. AND CEILING AS DIMENSIONED ON HEAD SLEF-DRILLING TYPE FINE THREADED STEEL SCREW FASTENERS IN �' ••-')2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING 15 TO BE FROM DRAWINGS. pIVISION 7 - THERMAL 4 MOISTURE BARRIER ' -0STRUCTURAL MALL BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND f o DECK. pIVISION 03 - CONCRETE A. ROOFING/FLASHING: MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND SHEET METAL BACKER I cr i= 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR PLATES. HILTI KWI-PRO SELF DRILL DRYWALL SCREWS' ORDERING NAME: 6" X FOR ALL ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. A. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB 15 SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO 1,-5/8„ PBH SD, ITEM #: 00086216; HILTI CORPORATION (800) 87q-8000. IA 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE CONTACT FOR REPAIRS. g' PLASTIC NOOD FILLER: COMMERCIAL QUALITY NOOD FILLER SPECIFICALLY �r THE CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE, AND TRANSPORT INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS, LOCAL CODES, OR COMMON B. INSULATION: a+MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE u7 MATERIALS FROM THE POINT OF OFF-LOAD TO THE JOBSITE OR STORAGE AREA STANDARDS OF PRACTICE TO THE LOCALITY OF THE PROJECT OR WHICHEVER 15 1. GENERAL INSTALLED WOOD TRIM SURFACE BY FILLING DENTS CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT ' SCRATCHES, MITER 2 .:, rn 0 - AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE STRICTER. IN THE ABSENCE OF THE ABOVE, THE CONTRACTOR SHALL CONTACT THE INSULATION AND 4 MIL POLYETHELENE (VISQUEEN) VAPOR RETARDER AT WALLS JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED s TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE FLOOR SLABS ON GRADE AND CEILING AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE 0 SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED WITH 6"X 6" W.W.F.; WOOD TRIM. 1 1 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION G. SEALANTS AND CAULKINGS: h. PLYWOOD FASTENERS: PROVIDE MINIMUM #6 GAGE DIAMETER, PHILLIPS FLAT W al OF ALL OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE CONCRETE TO BE 3,500 PSI OR HIGHER PLACED OVER COMPACTED SAND/AGGREGATE 1. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE HEAD, SHARP POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS ci q BACK-CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT BASE. PROVIDE 10 MIL VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED DRAWINGS AND ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER IN QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH AS CC ai CHARGES. SAND/AGGRETATE BASE. THE SOIL SHALL BE INSECT TREATED IF CUSTOMARY TO AGAINST PASSAGE OF MOISTURE AND AIR. ALL JOINTS ARE TO BE SEALED AND REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM, AND MIRROR CHANNELS, z 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF EACH THE LOCALITY OR AS REQUIRED BY LANDLORD. CAULKED, WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT. PLUS 3/4" TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO B. ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT APPROPRIATE MATERIALS SHALL BE USED. I v T 17) CONDUCTING THE MOISTURE TESTi. WOOD MIRROR TRIM cU ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. 7. EXAMINATION °' v COORDINATION OF THE INVOLVED TRADES. 1. PLAN YOUR TEST CAREFULLY: BEFORE YOU TEST, MAKE SURE YOU HAVE BASIC 3. PROVIDE AND INSTALL ONLY MATERIALS WHICH ARE COMPATIBLE WITN EACH -C cTo 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE TOOLS FOR CLEANING THE SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE OTHER AND WITH THE RELATED JOINT SUBSTRATES. ILA a. EXAMINE SUBSTRATES, OVER WNIGH MIRRORS ARE TO BE MOUNTED, WITN U INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, < cc EXPERIENCED AND WHO EMPLOY EXPERIENCED TRADESMEN. SURE YOU HAVE A QUALITY GRAM SCALE AND A PROPER SUPPLY OF TEST KITS D. WEATHER BARRIERS SUBSTRATE PREPARATION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. 8. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOI57 CONSTRUCTION TECHNIQUES AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE IS BETWEEN 65 4 85 WEATHER BARRIER MEMBRANE (DUPONT TYVEK COMMERCIALWRAP) (1) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING OR EQUIPMENT DURING MALL OR STORE HOURS. DEGREES FAHRENHEIT WITH RELATIVE HUMIDITY % BETWEEN 40-60 FOR AT LEAST MANUFACTURER: DUPONT; 4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 726, COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. 03 v 11. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE 48 HOURS PRIOR TO, AND DURING TESTING. NILMINGTON, DE 1(1805; 1-800-44-TYVEK (8-9835); PROCEED WITH 0 C) u, MIRRORED GLASS INSTALLATION ONLY AFTER LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TOHTTP://WWW,CONSTRUCT ION.TYVEK.COM E in 2. PREPARE YOUR TEST SCTE(S): THE SLAB MUST BE CLEAN OF DEBRIS AND UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. IF SECURITY INSTALLATION SHALL BE IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S ADHESIVE RESIDUE. SHOT BLAST SURFACE OR WIRE BRUSH SLAB CLEAN. DRY. o IS REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS COST WILL BE REMOVE DUST THOROUGHLY. w DO NOT USE CHEMICALS OF ANY KIND TO CLEAN INSTALLATION GUIDELINES AND RECOMMENDATIONS. SECURE USING WEATHER S. PREPARATION {!) rte. 0 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE FLOOR. AVOID TEST LOCATIONS NEAR CRACKS OR JOINTS, OR IN DIRECT BARRIER MANUFACTURER RECOMMENDED FASTENERS, SPACE 12-18 INCHES a. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS 10. THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED VERTICALLY ON CENTER ALONG STUD LINE, AND 24 INCHES ON CENTER, MAXIMUM SUNLIGHT. PREPARE 3 TEST SITES FOR THE FIRST 1,000 SQ. FT. AND INCLUDE i FOR PREPARATION OF SUBSTRATES. 492O17THE ARCHITECT IENGINEER ASSUMES NO SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THE MORE TEST FOR EACH ADDITIONAL 1,000 SQUARE FEET OF AREA. HORIZONTALLY. (1) MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, RESPONSIBILITY OR LIABILITY FOR THE USE OF LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY, THESEPLANSFORANYPROJECTOTHERTHAN 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN BE CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND SPECIFICALLY AUTHORIZED BY THEM AND SIGNED 11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE OPEN THE CONTAINER BAG. SET THE ENTIRE TAPE SEALED DISH ON THE GRAM PIVISION 8 - DOORS AND WINDOWS DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE AND SEALED FOR SUCH SPECIFIC LOCATION IN THE USE BY STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALLE STATE,THISBNC INGUSEIS ORYSHOWN BLE IN SCALE AND RECORD ITS WEIGHT ON THE DISH LID AND ON THE TEST KIT A. DOORS AND HARDWARE: BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND SEAL.TH{SBINCE ORTERRITORY SHOWN ON INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. BOOKLET. RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THEPLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE AREAS MEETING THE STATED DESIGNCRITERIA. IF THE SALES AREA EXCEEDS 6,000 SQUARE FEET SAME SCALE WILL BE AVAILABLE FOR RE-WEIGHING THE DISH, OR THE VALIDITY 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR THE CONTRACTOR SHALL 1. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. ORIGINAL SURFACE AND THE SUBSTRATE CLEANED PRIOR TO THE INCLUDE ONE ADDITIONAL DUMPSTER. OF THIS TEST WILL BE COMPROMISED. SCHEDULE. APPLICATION OF DRYWALL AND PLYWOOD PAINT.DGLAZING: 12. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL 4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISHD.. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES GENERAL: INSTALL WITH MIRROR GLAZING CHANNELS TO COMPLY WITH OFF- 1. SITE STORAGE OF OWNER SUPPLIED MATERIALS. BE CAREFUL NOT TO LOSE THE TAPE AS YOU WILL NEED TO RESEAL THE DISH PER APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE WRITTEN INSTRUCTION MIRRORSF MIRROR AND MIRROR GLAZING CHANNEL C. LAYOUT OF WORK LATER. STORE THE DISH LID CAREFULLY AND STICK THE TAPE ALONG THE SIDE DOOR CLOSER. 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT MANUFACTURERS, WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER OF THE PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE 4. FABRICATE -AND ERECT TRUE PLUMB AND SQUARE AS SPECIFIED AND AS STORE NO: OF WORK. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISH'S LID TO THE INSIDE OF THE DOME WHERE IT CAN BE READ THROUGH THE DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. FURNISHED DRAWINGS, AND AS SPECIFIED. MOUNT MIRRORS PLUMB, IN LINE AND DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR TOP. DO NOT TOUCH OR SPILL THE CALCIUM CHLORIDE. B. WINDOWS/MIRRORS: IN A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES `_ RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL 5. PLACE THE TEST KIT: PLACE THE OPEN DISH ON THE SLAB MAKING SURE THE I. GLASS 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION - NOT BE CONSIDERED SUBSEQUENTLY A5 A BASIS FOR EXTRA COMPENSATION. CALCIUM CHLORIDE INSIDE IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL, AND PLYWOOD, PROJECT LOCATION: 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE OVER A CONTROL JOINT OR CRACK. REMOVE THE WHITE PAPER ON THE DOME, PIECES AS SHOWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE WASHINGTON SQUARE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR AND CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY INSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR APPLYING MIRROR MASTIC. MEANING HE SHALL AT ONCE NOTIFY THE OWNER'S CONSTRUCTION MANAGER. COMPLETE INSTALLATION. PROVIDE NEAT UNIFORM (I4" WIDE UNLESS NOTED 3• MIRROR CHANNEL INSTALLATION: 95$5 SW WASHINGTON THE CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE � DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE SQUARE RD ,OD: DRILL,PL TO YWOL 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, DOME THAT IS IN CONTACT WITH THE CONCRETE SLAB. OTHERWISE) GAPS (INTERIOR LOCATIONS ONLY) BETWEEN GLASS PANES AND a. TO FASTENERSYWOWITH HOLESL, PROPERLY SIZED AND SPACED TO RECEIVE WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER BETWEEN PANES AND ADJACENT VERTICAL SURFACES. SPACE #F01 D. CODES AND STANDARDS TOOL, FIRMLY SQUASH THE GASKET UNDER THE FLANGES OF THE DOME. THE b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16" 45 DEGREE BEVEL AT FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR 1. ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF THE DOME TO THE SLAB. FRONT AND BACK FACES WITH ALL EXPOSED EDGES UNIFORMLY MACHINE CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE PORTLAND, OR 97223 WORK, IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION, THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF POLISHED. INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. C. OWNER REQUIRES THAT STOREFRONT GLASS NOT BOW MORE THAN +/- 1/16" DESIGN TYPE: OUT OF VERTICAL. THE MIRROR TO ALLOW THE RAISING OF THE MIRROR IN TO THE TOP CHANNEL 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN THERE SHOULD BE NO LEAKS IN THE GASKET. AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CHANNEL. AFTER - CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY CONE OVER THE d. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF GOVERNING CODES. DOME AND LET THE TEST REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST TO ACCOMPLISH GOOD WORKMANSHIP. CAULKING NOT PERMITTED. THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS REVISIONS: - E. GENERAL CONDITIONS MANUFACTURERS OF FLOORING PRODUCTS RECOMMEND AT LEAST ONE KIT PER C. WALL MOUNTED GLASS MIRRORS: TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF SLAB 1. QUALITY ASSURANCE BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS USING ONLY 2 OF THE CONTRACTOR FOR CONSTRUCTION" 15 A PART OF THE CONTRACT SURFACE AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST a. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED SETTING BLOCKS PER MIRROR PANEL. REQUIREDSY: DATE DOCUMENTS. SEVERAL AREAS WHENEVER POSSIBLE. MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK 8. TERMINATE TEST AND CALCULATE: AFTER 60 TO 72 HOURS, CUT OPEN THE DOME INDICATED; WHOSE WORK HAS RESULTED IN MIRROR INSTALLATIONS WITH A LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON DIVISION 02 - SELECTIVE DEMOLITION AND CAREFULLY RETRIEVE THE DISH. REPLACE THE LID AND SEAL IT BACK UP RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN-SERVICE CENTER, AND NOT MORE THAN 3" FROM ENDS PRIOR TO DRILLING THE PERFORMANCE. WITH THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE SAME GRAM SCALE. CHANNEL, DRILL AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO A. DEMOLITION AND SPACE PREPARATION RECORD THE ENDING WEIGHT, DATE, AND TIME ON THE DISH LID AS NELL AS ON b. SOURCE LIMITATIONS FOR MIRRORS: OBTAIN MIRRORS FROM ONE RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SUPPLIER/MANUFACTURER FOR EACH TYPE OF MIRROR INDICATED. 1. WITHIN FIVE (5) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO (2) THE TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO C. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING SIZED TO RECEIVE STUD FASTENERS. ATTACH MIRROR CHANNELS BY SCREW DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL COMPUTE THE MOISTURE VAPOR EMISSION RATE. ACCESSORIES FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER'S CONSTRUCTION C. CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR d. GLAZING PUBLICATIONS: COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE MANAGER ANY DISCREPANCIES IN THE LEASE-HOLD DIMENSIONS OR CONFLICTS EMISSION VOLUME IN POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. THE FOLLOWING. WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS SHALL APPLY. INSTRUCTIONS. (G.C. TO PAY SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS, EQUATION TO DETERMINE NUMERIC EXAMPLE W/ A 4.5 GAIN IN 64.5 HRS. e. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL" AND THE (1) INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF AND AVAILABLE HEIGHT FOR ROLL-UP ENTRANCE GRILLES). VAPOR EMISSION IN POUNDS: (ALWAYS ROUND TO THE NEAREST TENTH): MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO WEIGHT GAIN X 118.(132 = POUNDS 4.5 X 118.932 = 8.3 PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE WEB OF THE BOTTOM ANY DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER TOTAL HOURS 64.5 F. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC, INSTALLATION. ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING 3. GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME WEIGHT GAIN X 118.932 = POUNDS PER 1,000 SQUARE FEET 2, DELIVERY, STORAGE, AND HANDLING. THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN 'INDICATES NO REVISION TO THIS SHEET TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF TOTAL HOURS IN 24 HOURS a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN CHAN ELG. ADHERE SETTING BLOCKS OI THE WEB OF THE BOTTOM MIRROR CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER DRAWN BY: AMA EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM MIRROR PANEL. CHECKED BY:ELM DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODE AND CONDENSATION, TEMPERATURE CHANGES DIRECT EXPOSURE TO SUN, OR 4. NOOD TRIM $ INSTALLATION LANDLORD REQUIREMENTS. OTHER CAUSES. a. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP-FABRICATED WORK 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER LANDLORD'S POUNDS PER 1,000 SQUARE FEET IN 24 POURS b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, FOR COMPLETION AND COMPLETE WORK S REQUIRED. PRIME TO ALL EXPOSED SPECIFICATIONS. GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION SURFACES OF THE MIRROR WOOD TRIM WHICH WILL BE IN CONTACT WITH THE + ; 1 , SIGN (IF PROVIDED) AS SHOWN ON INSTRUCTIONS SENT WITH BID PACKAGES. THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT, INSTRUCTIONS, OF SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES AND MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN THE RESINS IN THE Ic1A 1 C, 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE CALCULATIONS AND ALL OTHER PRINTED INFORMATION ARE PROPERTY OF VAPRECISION APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING NOOD AND THE MIRROR BACKING. ,,,'r�' WHERE NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL TESTING SYSTEMS, COPYRIGHT 1g°14. REVISED AUGUST 1111111. THE VAPRECISION CONDENSATION. b. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO Cii,., \ tPel NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE ANHYDROUS CALCIUM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR 3. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DO NOT INSTALL DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK, ✓i NECESSARY, AFTER CUTTING. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, TESTING 4 MATERIALS DOCUMENTATION ASTM E-1(107-117 AND ASTM-F-186(1-418 AND 15 MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE AND REFI NSW CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL GERALD S.SHREMSHOCK CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ACTUALLY PICTURED IN THE ASTM E-14107 SPECIFICATION. ASTM DOCUMENTS ARE THE MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES ■ 3769 • ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE COPYRIGHT PROPERTY OF ASTM, AND CAN BE PURCHASED EASILY FROM THEIR WEB 4, SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM THICK AND COMPLYING WITH (FROM MAXIMUM LENGTH OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT ASTM C MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING n SPLIT, CRACKED, CHIPPED, STALLED BROKEN, MISSING, OR OUT OF LINE OR SITE AT WWW.ASTM.ORG. 1503, POSSIBLE. DO NOT USE PIECES LESS THAN 16 LONG, EXCEPT WHERE SHORTER 4./� • ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS •jr' (� (} ',�d TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE FOOTNOTE: THE FORMULA ABOVE COMPLIES TO ASTM DOCUMENTATION AS OF 8/qq 5, FABRICATION AND OVER 4„ LONG SHALL BE SPLINE!) AND GLUED. ` REMOVED, REPLACED, RESTORED, OR SATISFACTORILY REPAIRED AS DIRECTED DEDUCTS THE AREA OF THE CALCIUM CHLORIDE DISH 1N CONTACT Wa. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORSITH THE SLAB, 5. PROTECTION AND CLEANING BY THE OWNER'S CONSTRUCTION MANAGER. THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE THE TEST RESULT WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY a. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. 04/10/17 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF WITHOUT DEDUCTING THE AREA OF THE DISH, USE 108.846 INSTEAD OF 118.(132. b. MIRROR EDGE TREATMENT: CUTTING AND POLISHING RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, ALL LEASE-HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING WALLS, CEILINGS, FLOOR COVERINGS (ALL ADHESIVES), PLATFORMS, DIVISION 4 - MASONRY (1) TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF STANDARDS. STORE-FRONTS, ETC. (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL THE GLASS IS FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. F. ACCESS DOORS AND PANELS A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK AFTER GRINDING THE ARISSES, EDGES SHALL BE POLISHED TO A HIGH DRAWINGS). ALL EXISTING UNUSED MECHANICAL, ELECTRICAL AND/OR PLUMBING GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN 1. GENERAL: PROVIDE ACCESS ODORS AS REQUIRED FOR ACCESS TO VALVES AND FIXTURES AND EQUIPMENT, INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT INDICATED ON THE PLANS, OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. P AND CURBS (UNLESS INDICATED OTHERWISE ON MECHANICAL AND ELECTRICAL THE ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL ACCESSIBLE, WITH ACCESSORIES FOR COMPLETE INSTALLATION. MATCH EXISTING WORK. FINISH BRICK WORK SHALL BE NEATLY TOOTHED INTO (2) BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE a. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY DRAWING TITLE: DRAWINGS) AND/OR SKYLIGHTS ARE TO SE REMOVED AND THE ROOF PATCHED SURFACE EDGE OF THE GLASS IS BEVELED TO WIDTH INDICATED ON THE EXISTING MASONRY IF APPLICABLE. BE CONCEALED. PER ITEM #12 BELOW: CAPPING IS NOT PERMITTED! OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION 2, SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF OF THE PLANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE ALL LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, DIVISION 5 - METALS GLASS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND PANEL. SPECIFICATIONS MISCELLANEOUS DECORATIONS, KITCHEN EQUIPMENT, ETC. THE NOSE OF THE BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE 3. MANUFACTURERS: KARP ASSOCIATES INC., MASPETH, N.Y. (718-784-2105); INTEX A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS (WHERE APPLICABLE.) FORMS INC., 8880 ELDER CREEK ROAD, SACRAMENTO, CA (15828 (q16-388-gg33) $. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES AND WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE NON-RATED SALES AREA INTEX FORMS "LIFT 4 SHIFT" ACCESS PANEL W! MECHANICAL DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. B. METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR A5 MAJOR SURFACE OF THE GLASS. a. (NON-RATED): q. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE REQUIRED. INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL (3) EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND RADIUS DOOR CORNERS. SEE CEILING PLAN FOR SIZES AND LOCATIONS. DISCONNECTED OR CAPPED, PRIOR TO DOING SO. MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH b. SALES AREA (RATED): KARP MODEL #KATR PRIME COATED STEEL WITH OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED WHERE STAINLESS STEEL CAM LATCH ON RECESSED DOOR. SEE CEILING PLAN FOR 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION 50 EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF DATE ISSUED: AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WNIGH MIGHT PERMISSIBLE BY CODES. GLASS COATING. SIZES AND LOCATIONS. 04/07/17 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST c. NON-SALES AREA (NON-RATED): KARP MODEL #DSC-214M. PRIME COATED PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER 6. MISCELLANEOUS MATERIALS EDITION OF ANSI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL STEEL WITH STUD LATCH. SEE CEILING PLAN FOR SIZES AND LOCATIONS. TENANTS (G.C. WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE OR a. SETTING BLOCK: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC MEMBERS" MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS d. NON-SALES AREA (RATED): KARP MODEL #KRP-150FR PRIME COATED STEEL DISRUPTION). 2. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF MIRRORS, WITH RING TURN LATCH. SEE CEILING PLAN FOR SIZES AND LOCATIONS. PROJECT NO: - 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT WITN A TYPE A SHORE THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH ' " 1/4" " 4. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8 WIDE X HIGH X 4 REQUIREMENTS FOR FIRE RATINGS. 170128 . a ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISH 3. FOR VERTICAL STUDS WHERE THERE 15 NO SHEATHING ATTACHED (SUCH AS ABOVE LONG. a. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS - SPECIFICATIONS FOR SPECS OF "MEGASEAL"' EPDXY TO FILL CRACKS AND HOLES. b, EDGE SEALER: COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY THE CEILING,) OR WHERE SHEATHING IS ATTACHED TO ONLY ONE FACE, PROVIDE MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER WITH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH DRAWING NO: 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING STANDARD BRIDGING AT 48" O.C. MAX. ATTACH PER MANUFACTURER'S SPECIFICATIONS, DETERIORATION AT MIRROR EDGES. SURFACES. G FLOOR SLAB, TENANT SEPARATION WALLS AND ROOF DECK AFTER COMPLETION „ „ b. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER o.ic. MIRROR MASTIC: PALMER PRODUCTS IRROR-MASTIC (502) 6 OF DEMOLITION AND PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION (G.C. CORP.,' ' OPERATION. 4 MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE C. DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS 893-3668, (800) 431-6151, FAX (502) 895-11253. c. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR ctiACCORDINGLY). STAINLESS STEEL, PREFINISHED METAL, ETC. AS INDICATED ON DRAWINGS, PER d. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER OTHERWISE DAMAGED. AS . 1 1a -J q, • OWNER: F. ALUMINUM-FRAMED ENTRANCES * STOREFRONTS: PRECAUTIONS NOTED ON THE MANUFACTURER'S PRODUCT DATA PROPER ADHESION OVER FULL AREA OF INSTALLATION. SHEETS AND LABELS SMALL BE OBSERVED FOR BOTH MATERIALS b. APPLY ONLY ENOUGH ADI-IESIVE TO PERMIT PROPER ADHESION OF CARPET BEFORE UNTUCKitb 1. GENERAL: INSTALL G.C. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM E. WOOD STRIP FLOORING: • AND EQUIPMENT. INITIAL SET. WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR 1. GENERAL: PROVIDE SWOP FINISHED PRE-ENGINEERED WOOD STRIP FLOORING SYSTEM 5. THE APPLICATION SHALL LEAVE NO SAGS, RUNS OR HOLIDAYS. ANY c. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM. INSTALL CARPET WITH SHIRTS DESIGNED TO COMPLETE WEATHERTIGHT INSTALLATION. WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. DAMAGE IN ANY COAT SHALL BE REPAIRED TO CONFORM TO THIS PILE INCLINATION IN ONE DIRECTION. BE WORN UNTUCKED. 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS 2. SUBMITTALS: FURNISI-I MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLOORING SPECIFICATION PRIOR TO FINAL INSPECTION. d. ALL SEAMS SHALL BE BEADED (BUTTERED) WITH LATEX WITHOUT EXCEPTION. ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." AND EXPOSED ACCESSORIES, INCLUDING FINISH. 6, WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE 61. INSTALL PROPER TRANSITION CARPET EDGE. RAW CARPET EDGES SHALL BE SECURED 379 WEST BROADWAY - 3. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. 3. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE COATED SHALL BE CLEANED AND REPAIRED ACCORDING TO HIGHEST AND WELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES SHALL BE FINISHED NEW YORK,NY,10012 4. SUBMITTALS: NOT REQUIRED. TWAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING INDUSTRY STANDARDS AND IN A MANNER APPROVED BY THE DESIGN AUTHORITY. WITH EDGING. 5. INSTALLATION WARRANTY INSTRUCTION. 7. ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE * CO., AND ARE 10. WHERE CARPET MEETS DISSIMILAR MATERIAL, INSTALL AN APPROVED CARPET EDGE ARCHITECT/ENGINEER: 6. MANUFACTURER: OLD CASTLE a. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY INTENDED TO ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES. COATING BAR. 7. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF WOOD SUBSTITUTIONS ARE PROHIBITED. 11. CARPET SHIELDS: G.G. TO PROVIDE CARPET SHIELD TO PROTECT CARPET IMMEDIATELY a. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION SUB-FLOOR MUST NOT EXCEED 12% AND CONCRETE MOISTURE CONTENT MUST NOT 8. ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOB SITE IN AFTER CARPET INSTALLATION. a o g INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM B221, 6%1 OR 6%3 EXCEED 3LBS. b. G.C. TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION THE ORIGINAL AND UNOPENED CONTAINERS, PLAINLY MARKED WITH U Y Y ALLOY AND T5 OR T6 TEMPER. MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR 1 WEEK PRIOR TO FLOOR THE PROPER DESIGNATION OF THE PRODUCT, AS WELL AS THE K. DISTRESSED WOOD FINISH: a 8 8 8. FINISH: MEDIUM BRONZE ANODIZED. #710. INSTALLATION. IF THE G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE NAME OF THE MANUFACTURER. ALL COATING MATERIALS AT THE 1. GENERAL: UY � m 9. GLAZING: ASTM 01048, PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY OF THE G.C. TO JOB SITE SHALL BE SUBJECT TO INSPECTION BY THE OWNER'S REP. a. GC TO PROVIDE A COUNTER SAMPLE BASED ON THESE SPECIFICATIONS TO OWNER'S s FLOAT GLASS; NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED. REPLACE ( LABOR AND MATERIAL). 9. ALL PAINTING MATERIALS SHALL BE STORED IN A CLEAN, DRY WELL VENTILATED PM BY THE END OF WEEK 3 OF CONSTRUCTION FOR APPROVAL PRIOR TO E E y •' a. APPLIED GLAZING FILM: SUPPLY * APPLY 3M FILM ON ALUMINUM FRAMED C. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOOR PLACE, PROTECTED FROM SPARKS, FLAME, DIRECT RAYOF THE SUN, AND EXCESSIVE PROCEEDING. c STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. INSTALLATION. HEAT OR COLD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE b. NO SUBSTITUTIONS OF MATERIALS OR DEVIATION FROM THE PROCESS WILL BE 10. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT d. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE PROTECTION AND SAFETY OF THE MATERIALS STORED BY G.C. AT THE JOB SITE. ACCEPTED UNLESS IT 15 APPROVED IN WRITING BY THE OWNER'S PM. nIn 11. MISCELLANEOUS MATERIALS: BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND 11. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE THE OPENING OF THE STORE. a. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. FINISH PAINTING SCHEDULE, OF THIS SPECIFICATION AND/OR THE 2. DISTRESSED FINISH ON TRIMS AND TONGUE AND GROOVE WOOD PLANKS (WC-I): 2 OZ. HOT-DIP ZINC COATING, ASTM A123, APPLIED AFTER FABRICATION. e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE PAINTING SCHEDULE SUBMITTED AS A PART OF THE SCOPE OF a. APPLY ONE COAT OF 1:1 MIX OF BENJAMIN MOORE LATEX CLEAR GLAZE #405, OR tli) b, BITUMINOUS PAINT: COLD-APPLIED MASTIC SSPG PAINT 12 COMPOUNDED FOR 30 INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND WORK DOCUMENTS WITH THE SCOPE OF WORK SCHEDULE TAKING APPROVED EQUAL AND BENJAMIN MOORE AURA #522 MATTE FINISH OR APPROVED d• MIL THICKNESS PER COAT. HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. PRECEDENCE. COLORS SHALL NOT BE SUBSTITUTED. "GREY "' THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS EQUAL, TINTED TO MATCH DUNN EDWARDS - PANTONE 421 C" (P-3A). ,,, o c. FLASHING: INSTALL SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET 12. SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING It PAINTNG BRUSH IN DIRECTION OF WOOD GRAIN TO RESEMBLE WOOD STAN. BRUSH IN THE BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. LONG DIRECTION OF TRIMS AND PLANKS, AND VERTICALLY FOR ALL GYP BD AND = ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER OPERATIONS. 2- TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. f. COMMENCEMENT OF WORK 15 ACCEPTANCE OF CONDITIONS. 13. BEFORE ANY SURFACE IS COATED, IT SHALL BE CLEANED CAREFULLY OF 0 PANEL FACES. ALLOW TO DRY TWO HOURS. a d. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING 4. MANUFACTURERS: REFER TO FINISH SCHEDULE. ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, OLD PAINT, ETC. b. APPLY TWO COATS OF 2:1 MIX OF BENJAMIN MOORE LATEX CLEAR GLAZE #405, OR c ENTRANCE SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW 5. WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP APPLIED 14, ALL CLEANED METAL SHALL BE PRIME COATED , AS SPECIFIED, APPROVED EQUAL, AND AURA #526 SATIN FINISH, OR APPROVED EQUAL, TINTED TO la ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE APPLICATION TO IMMEDIATELY AFTER GLEANING TO PREVENT NEW RUSTING OR "' " " Q MATCH DUNN EDWARDS COOL DECEMBER (P-1A). BRUSH IN DIRECTION OF WOOD Ci 12. FABRICATION: CONCRETE. OXIDATION OF CLEANED SURFACES. GRAIN. BRUSH IN LONG DIRECTION OF TRIMS AND PLANKS, AND VERTICALLY FORCC Cm 2 a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING 6. ADHESIVE: AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY l5. SURFACES Z v OVER TIME; GYP HD AND PANEL FACES. ALLOW TO DRY TWO HOURS. SHOULD MATCH SAMPLES ct CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND 15.1 SURFACE PREPARATION (ALL METAL AND WOOD SURFACES) ag PROVIDED TO OWNER. IF IT DOES NOT MATCH SAMPLE PROVIDED CONSULT OWNERS IU 1/64th INCH MAX. AND WEATHERPROOF. NO CAULK AT ANY JOINTS OR ACCEPTABLE TO APPLICABLE AUTHORITIES. a. SOLVENT CLEANING SSPG-SPI - THIS IS A METHOD FOR REMOVING OIL, GREASE, PM. ' ,� a Tr CONNECTIONS. NO EXCEPTIONS! 7. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS RECOMMENDED DRAWING AND CUTTING FLUIDS FROM THE SURFACE. A COMPLETE DESCRIPTION OF c. SAND EDGES ONLY USING 80 GRIT PAPER ONLY TO EXPOSE 30%-40% OF THE PRIMER ..a c5 b, SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED ' BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, MOISTURE CURE THE PROCEDURES CAN BE FOUND IN STEEL STRUCTURES PANTING COUNCILBENEATH. SAND EDGES OF WOOD TRIMS AND MILLWORK till) U v BE DONE WITH OWNERS PM ON SITE. SEPARATORS WHICH WILL PREVENT CORROSION. URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V-NOTCH TROWEL IS RECOMMENDED. SPECIFICATION "SSPG-SP-1 SOLVENT CLEANING" ' f NOT GYP. 8D. NOTE: SANDING TO L Q Ir 13. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING 8. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS b. EMULSIFIER SOLVENT CLEANING - ALL AREAS TO BE PAINTED SHOULD BE CLEANED - a o ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET PASTE. THOROUGHLY WITH A SOLUTION OF OIL AND GREASE EMULSIFIER. THIS CLEANER DIVISION 10 - SPECIALTIES 0 E DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. 9. DIVIDER STRIPS: TYPE AS INDICATED, AS SELECTED BY ARCHITECT FROM EMULSIFIES ALL OF THE OILY SUBSTANCE CONVERTING IT TO SOAP AND FLOATS IFN tj