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Plans (9) BU P2017 -00248 • NEI . ....._ SPECIAL INSPECTION REQUIRED TMS A Liar 5 State of Oregon Structural Specialty Code ❑ C rete and Reinforcing Steel Botts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ':, ❑ ::::: g Steel&Prestressing Steel Tendons S A R G E N T ! ❑ Welding ARCHITECTS ❑ High-Strengllt Bailing 4 6 1 F R 0 M R 0 A D WASHINGTON SQUARE MALL ❑ Structural Masonry PARAMUS , NJ 07652E 9 7 3 2 5 3 9 3 9 3 T TEL L ❑ Reinforced Gypsum Concrete 9 7 3 . 2 5 3 . 9 3 9 0 F A X S PACE # A13 0 Insulating Concrete Fill ..•L w W W . S A R G A R C H . C O M 9585 SW WASHINGTON SQ. ROAD ❑ Spray Applied Fire-Resistive Materials CONSULTANT 0 Pilings,Drilled Piers and Caissons (ENGINEER): PORTLAND, O R, 97223 ❑ Shatcrete RECEIVED _ ❑ Special Grading, Excavation and Filling LIDS # 5665 ❑ Smoke-Control Systems SEP 0 7 2017 ❑ Other inspections CITY OF TIGARD BUILDING DIVISION • AREA MAP CODE ANALYSIS RESPONSIBILITY SCHEDULE ' FURNISH INSTALL FURNISH INSTALL APPLICABLE CODES:ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS&DRAWINGS,AND SHALL SATISFY ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS -� - - ARCHITECTURAL SEAL: OF ALL GOVERNING BODIES INVOLVED.ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BEAT THE EXPENSE OF T.G.C.,ALL PERMITS AND LICENSES NECESSARY FOR THE • PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: - o F z¢ o0 o z¢ o F ¢ • 0 r ) Alec, z z z ., z z z z zd v' z zd V w w ... I- C7 Q w I- 0 ¢ I'-- CD _1 w I- CCD _ ,�• APPLICABLE CODES: CONSTRUCTION: S7 r I FIRE RESISTANT RATINGS OF STRUCTURAL ELEMENTS(TABLE 5-B} 1.GENERAL REQUIREMENTS 10.SPECIALTIES 0� 7 BUILDING: 2014 OREGON BUILDING CODE -TENANT SPACE SEPARATIONS 1 HR 1.PERMITS AND FEES 1.TOILET ROOM ACCESSORIES • • _ • p0-.- ' • MECHANICAL: 2014 OREGON MECHANICAL SPECIALTY CODE: -COLUMNS 0 HR A.PERMIT FEES&PICKUP • • AS REQ'D BY LOCAL BUILDING DEPARTMENT 2.VERT.GRAB BAR IN TOILET ROOM • • • ,_� - . :{ .:, L PLUMBING: 2014 OREGON PLUMBING SPECIALTY CODE -INTERIOR BEARING WALLS 0 HR - -- 1U5,NJ • fa B.SIGN PERMIT • • BY SIGN VENDOR 3.ACCESS PANEL NOT APPLICABLE R ACCESSIBILITY: ICC.A1 17.1 2009 -NON-BEARING WALLS WITHIN SPACE 0 HR ` ENERGY: 2014 OREGONENE GY©FFICIENCYCODE • . • ALL OTHERSAREREQ'DBYLOCALBUILDING&FIRE 11.EQUIPMENT • 1 0 BEAMS,GIRDERS,TRUSSES,&ARCHES 0 HR C.SIGN PLAN CHECK FEE • • BY SIGN VENDOR 4,MIRRORS • • } ROOF/CEILING CONSTRUCTION 0 HR D.OTHER , OF � �, DEPARTMENT 1 SIGNAGE ..-:.'--..,',,=.;-- .A...-bEGRESS: _--. `•` OCCUPANT LOAD:(BASED ON NET S.F.) 2.INSPECTIONS • • A.STOREFRONT • • - .. SALES:691 5.F.130 PER PERSON=23 PERSONS - --- ALL SIGNAGE SUPPLIED&INSTALLED BY SIGN VENDOR .• STOCK/SUPPORT AREA:151 S.F.1300 S.F.PER PERSON=1 PERSONS 3.TEMPORARY HEAT • • B.CUSTOM ZONE SIGNAGE • _ • CONTRACTOR'S NOTES: - .; I TOTAL OCCUPANT LOAD=24 PERSONS 4.TEMPORARY ELECTRIC • • 2,FIRE EXTINGUISHERS • • OCCUPANCY: CODE REQUIREMENTS:(CHAPTER 10) 5.TEMPORARY ENCLOSURE • • BARRICADE PER MALL STANDARDS 3.CASH REGISTERS • • INSTALLATION BY OWNER REPRESENTATIVE USE GROUP:M-MERCANTILE WRITTEN DIMENSIONS HOLD PREFERENCE ,.., -, - MAXIMUM TRAVEL DISTANCE TO EXIT 250 FT, 6.CLEAN UP • • 4.CUSTOMItATION FIXTURE MACHINE • • OVER SCALED DIMENSIONS,DO NOT SCALE CONSTRUCTION TYPE:IIN (SPRINKLED BUILDING) THE DRAWINGS.THE CONTRACTORS MUST FULLY SPRINKLED MAXIMUM DEAD END CORRIDOR LENGTH.......20 F. 7.BUILDERS RISK INSURANCE • • REQUIRED BY LANDLORD&TENANT.SEE ATTACHED 12.FURNISHINGS VISIT JOB SITE TO VERIFY ALL EXISTING MINIMUM CORRIDOR/AISLE WIDTH 36 IN. I 2.SITE WORK 1.SALES AREA • • OPTO FIXTURE INSTALL BY G.C. CONDITIONSBMAND DIMENSIONSRBEFORE + " SUBMITTING BIDS.REPORT ANY MINIMUM CLEAR OPENING OF EXIT DOORS 32 IN. 1.DEMOLITION I • 2,CASHWRAP AREA • • BY GABRIEL LOGEN DISCREPANCIES OF ANY CONDITIONS WHICH TOTAL EGRESS WIDTH REQUIRED:0.15"PER PERSON X 24 PERSONS=3.6 IN. ____.__ - -- MAY INTERFERE WITH THE PROPER • 2.SAW CUT SLAB '• • 3.EMBROIDERY STATION • • BY OPTO INTERNATIONAL,INC. EXECUTION OF,THE CONTRACT TO THE a „ TENANTS REPRESENTATIVE.REPORT 3.CORE DRILL •• • NOT APPLICABLE 13.MECHANICAL DISCREPANCIES DURING BIDDING PROCESS ~ i AND BEFORE START OF CONSTRUCTION. • PLUMBING CODE:(EXCEPTION 2902.4) I I . - WATER CLOSET REQUIRED:1 3.CONCRETE WORK 1.HVAC • • TENANT SUPPLIED,G.C.INSTALLED VAV SYSTEM CHANGE ORDERS WILL NOT BE APPROVED WATER CLOSET PROVIDED:1 EX'G FOR ISSUES ARISING FROM THE FIELD 1.SAND PAD • 2.TEMPERATURE CONTROLS • • CONDITIONS OR CONFLICTS BETWEEN THE LAVATORY REQUIRED:1 _ -- - - -- __ .- - LAVATORY PROVIDED: 1 EX'G 2.VAPOR BARRIER • 3,EXHAUST FAN • • PLANS AND THE EXISTING CONDITIONS. • -� s DRINKING FOUNTAIN REQUIRED: NONE 3.REINFORCING FABRIC • 4.PLUMBING • DRINKING FOUNTAIN PROVIDED,NONE 4.CONCRETE SLAB • • - • G.C.TO INFILL AS REQ'D A.WATER • • • G.C.TO MODIFYASREQ'D MOP SINK REQUIRED:NONE MOP SINK PROVIDED: NONE 5.POURED CONCRETE • • • EXISTING TO REMAIN,PATCH&REPAIR AS REQ'D B.WASTE • • • G.C.TO MODIFY AS REQ'D LIDS#5665 6.FLOOR PATCH • • AS REQUIRED C.VENT • • • G.C.TO MODIFY AS REQ'D 9585 SW WASHINGTON SQ. / 4.MASONRY I 5.PLUMBING FIXTURES • • • G.0 TOCLEAN AND REFURBISH AS REQUIRED, PORTLAND, OR, 97223 / 1.CONCRETE BLOCK I NOT APPLICABLE 6.WATER HEATER • • GC,TO MODIFY AS REQ'D LIDS#566 5.METALS I 7,SPRINKLER SYSTEM • • MODIFY AS REQUIRED. 1.STRUCTURAL STEEL { • 8.WATER METER • • G.0 TO PROVIDE IF REQ'D KEY PLAN DRAWING INDEX PROJECT DIRECTORY 2.METAL STUDS 9,AIR CURTAIN ® DATE ISSUE 08/18/17 L L REVIEW AND PERMIT A.DEMISING WALL • • • G.C.TO PATCH,REPAIR OR PROVIDE IF NOT EXIST. 14.ELECTRICAL l B.INTERIOR PARTITIONSIFRAMING • • 1.SERV.TO MAIN DISCONNECT • _ • G.C.TO PROVIDE&INSTALL ARCHITECTURAL ELECTRICAL LANDLORD C.STOREFRONT SOFFIT • • 2.DISTRIB.IN TENANT SPACE • • G.C.TO PROVIDE&INSTALL MACERICH D.SOFFITS • •I 3.METERING • • G.C.TO PROVIDE&INSTALL T1.0 TITLE SHEET E1.0 LIGHTING PLAN PHE NTATUMX,AZ8 BLVD. JC Penneyr f PHEONIX,AZ 85028 E.STOREFRONT FRAMING • •I 4.PANELS • • G.C.TO PROVIDE&INSTALL 70 " �I + G1.0 SPECIFICATIONS E1.1 ELECTRICAL FLOOR PLAN CONTACT cHABLV SIROICMAN I s E-MAIL:CHARLENE.SIROKMAN@MACERICH.COM 5.TRANSFORMER MODIFY AS REQUIRED. - �M. G2.4 SPECIFICATIONS E1.2 ELECTRICAL SPECIFICATIONS AND PANELS TEL:6fl2-953377 3.GRILLE FRAMING �' F.METAL FURRING • •I y� '-cm- G3.0 SPECIFICATIONS NOT APPLICABLE 6.MAIN CONDUIT TO SPACE • • G.C.TO PROVIDE&INSTALL - -` G5.0 SPECIFICATIONS TENANT 4.REVEAL STOREFRONT •• • 7.MAIN CONDUCTOR TO SPACE •{ • G.C.TO PROVIDE&INSTALL ,�.IN-. .ill G4.0 SPECIFICATIONS PLUMBING 3A.GLASS DOORS FRAMING •{ • • 6.CARPENTRYVRE -- -- LIDS GENESCOINC- @ { I 8.TELEPHONE OWNER PROVIDES TELEPHONE EQUIPMENT ONLY Rifil 01.0 DEMOLITION FLOOR PLAN P1.0 PLUMBING PLAN,NOTES AND SCHEDULES 7555 WOODLAND DRIVEII - �, - s: A.J-BOXES,WALL CONDUIT • • DICK'S D2.0 DEMOLITION REFLECTED CEILING PLAN INDIANAPOLIS,IN 46278 - -- - -- SPORTING 1lr' -. A1.0 CONSTRUCTION PLAN,KEYED NOTES STRUCTURAL CONTACT:KEITH DAVIS/STEVE WENDT 1.SLOTTED WALLBOARD • { • GABRiEL LOGEN SUPPLY/G.C.INSTALLATION IN STOCKROOM ONLY B.TELEPHONE!DATA EQUIP. • • G.C.TO INSTALL COMPLETE PHONE SYSTEM GOODS • • TEL:317-828-5133 2.STOCKROOM SHELVING • • 9.DOOR BELL AT REAR ENTRY �04G"�` *�'°"` AND DETAILS I _- • • • G.C.TO VERIFY WORKING CONDITION _- -.. EMAIL:KEITH.DAVIS@LIpS.GOM L'' - A1.1 WALL TYPES,DOOR SCHEDULE AND 30.1 GENERAL STRUCTURAL NOTES AND INDEX EMAIL:STEVE.WENDT@LIDS.COM 3.TRIM • •I GABRIEL LOGEN SUPPLY!G.C.INSTALLATION 10.LIGHT FIXTURES PROVIDED BY CITY LIGHTING '-. • �� - CONSTRUCTION DETAILS S1.0 STOREFRONT PLAN 4.WOOD BLOCKING • •I ALL BLOCKING TO BE FIRE RETARDANT A.SALES AREA • • - •- "Wit,'It, , I - A2.0 FIXTURE PLAN AND EGRESS PATH S2.0 STOREFRONT SECTIONS ARCHITECT: •I - - ` { A3.0 REFLECTED CEILING PLAN AND KEYED NOTES S4.0 DETAILS 461SAFROM ARCHITECTS 5.PLYWOOD •I 5 3!4"FIRE RETARDANT TREATED PLYWOOD B.STOCKROOM • • - I -. :, _ t 1 461 FROM ROAD 6.PREFINISHED WOOD •• •f • GABRIEL LOGEN SUPPLY!G.C.INSTALLATION C.TOILET ROOM •• •I • i '- F. A3.1 REFLECTED CEILING DETAILS 2ND FLOOR - . t ; rl +, PARAMUS,NJ 07652 7.MOISTURE CONTROL D.STOREFRONT SOFFIT • • ,if E,L I A4,0 FINISH PLAN AND ELEVATION TELECOMMUNICATION 4i -- 1; •I 11 i TEL:973-059 9367 - E.'1 ' 'I` } ' '` '" ` L A4.1 FINISH SCHEDULE,NOTES AND DETAILS 1.WATERPROOFING MEMBRANE 41 • E.TRACK FIXTURES NOT APPLICABLE � t -I 14' �" !�� •�•, FAX:973-253-9390 - „...:,.SA5.0 INTERIOR ELEVATIONS TC1.0 TELECOMMUNICATION PLAN&NOTES PROJECT MANAGER WESLEY L.SHORT 2.CAULKING • • MAINTAIN CODE REQUIRED CONDITIONS F.SIGNAGE • • ACY'S - - _ A6.0 STOREFRONT ELEVATION,PLAN AND DETAILS 3.INSULATION • • MAINTAIN CODE REQUIRED CONDITIONS G.EXIT 1 EMERG.LIGHTS • • vizsce.5f �� I 1111'in 11 t� A7.0 STOREFRONT SECTIONS SPRINKLER - -- -, _ s � a 1: I_ i - i ' •!Ir11�1ii - A7.1 STOREFRONT DETAILS BUILDING DEPARTMENT 4.FIREPROOFING • • MAINTAIN CODE REQUIRED CONDITIONS H.TRACK RAIL I NOT APPLICABLE I • • A8.0 CASEWORK DETAILS SP1.0 SPRINKLER PLAN AND NOTES CITY CF TIGARD PERMIT CENTER 8.DOORS/WINDOWS I I.FIXTURE LAMPS • _ • 4 4 =' ` !'a. . NORDSTROM 13125 S WRAP 223VD. 1A.STOREFRONT--GRILLE • • NOTRY DOORS PROVIDED BY OLDCASTLE,INSTALLED BY G.C. 12.SMOKE11. ICAL DETECTORS OUTLETS • • INSTALL PER FEDERAL AND LOCAL CODE • • INSTALL PER FEDERAL AND LOCAL CODE • v.'�: L -_ A8.1 PERIMETER FIXTURE DETAILS FIRE ALARM 1B.STOREFRONT _- TEL:503-218-2436PROJECT NAME: `� ial ;' ..., MECHANICAL 2.STOREFRONT-GLASS • • 13.STERE08PEAKERS • • PROVIOED$YUDS I - - FA1.0 FIRE ALARM PLAN ill IVP sats.+1.L no E_ GENERAL MANAGER 3.STOCKROOM DOOR • •I 13.FIRE ALARM • •I PROVIDED PER MALL AND LOCAL JURISDICTION LIDS . ....,•;'i" .40. ---34.r. . M1.0 MECHANICAL PLAN,WORK RESPONSIBILITY Lids 1 4.TOILET ROOM DOOR • • • G.C.TO CLEAN,REFURBISH,PATCH AND REPAIR It w �' 'R ,`'" 'I' I] AND SCHEDULES ROGER OTT I G.C.NOTE • SPACE#A13 .ci•ion m° _ �,. U r M1.1 MECHANICAL GENERAL NOTES WASHINGTON SQUARE MALL 5.SERVICE DOOR • • •I G.C.TO CLEAN,REFURBISH,PATCH AND REPAIR G.C.TO VERIFY ALL RECEIVABLEITEMS AND I OR MATERIALS ARE ACCOUNTED FOR AND ARE NOT STORE#5665 L---:-. 9585 SW WASHINGTON SQ.ROAD M1.2 MECHANICAL DETAILS PORTLAND,OR,97223 6.ELECTRICAL ROOM NOT APPLICABLE DAMAGED.ANY RECEIVABLE DAMAGES ARE TO BE REPORTED TO PROJECT MANAGER IMMEDIATELY. LIDS cENESCOINc - 7555 WOODLAND DANE TEL:503-639-8865 9.FINISHES INDIANAPOLIS.O416276 E-MAIL:ROGER-OTT@MACERICH.COM 1.GYPSUM BOARD(EXISTING) • CITY OF TIGARD 2.GYPSUM BOARD(NEW) • • 518"TYPE"X"GYPSUM BOARD LOCATION: VENDOR LIST 3.FLOORING I POWER DRIVEN SHOT-IN. Re.v xnwr.D FOR CODE CONiPL mstat AREA O F STOREANCHORS USED FOR A � WASHINGTON SQUARE MALL A.SALES FLOOR •I •I SEISMIC APPLICATION �� 1,14---- SPACE#A13 B.MALL FLOORING/SIDEWALK • • PATCH AND REPAIR ACCORDINGLY, SHALL REOI.IIRE SPECIAL OTC: 1 9585 SW WASHINGTON SQ.ROAD Vie, 20k(-7-64._,A �/!� `� /� y PORTLAND,OR,97223 FIXTURES FIXTURES FLOORING CEILING C.TOILET ROOM • • • G.C.TO CLEAN,REFURBISH,PATCH AND REPAIR INSPECTION Permit#�: P 2L/ ` "6^-' LIDS#5665 D.STOCK ROOM •I • OR.INTERP 10-Ot Ad�ee$ : ' OPTO INTERNATIONAL INC. GABRIEL LOGEN THE ARDEX GROUP CEILDECK CORPORATION - '- Date: X" 1325 N. ITTEL BOULEVARD 1689 EAST FRONT STREET 400 ARDEX PARK DRIVE 2314 CLIFTON AVE E.METAL TRANSITIONS •I • NASHVILLE,TN 37209Suite i�j � 17- WOOD DALE,IL 60191 LOGAN,OH 43138 ALIQUIPPA,PA 15001 4.BASE C. qk5k-T PROJECT INFORMATION: TEL:(800)248-6786 TEL:(740)380.6809 TEL:202-770-9962 TEL:615-327-9674 B DaxLy FAX:(740)974-9806 FAX:(740)974-9806 CONTACT:KATE WALL FAX: A.WALL BASE • • . PROJECT NUMBER:2000-17 CONTACT:LUCY LAPALERMO CONTACT:MISTY WILFING CONTACT:DAVID B.STOCK ROOM •I • 1- / DRAWN BY RR REVIEWED BY:wLS EMAIL:LLAPALERMO@OPTOSYSTEM.COM EMAIL:MWILFING@GABRIELLOGAN.COM EMAIL:DAVID@CEILDECK.COM _ C.TOILET ROOM • • OFFICE COPY : 1 AREA: GROSS S.F. 5.CEILING I LIGHTING SIGNAGE TRANE ATLAS SIGN INDUSTRIES SALES FLOOR 691 A.SALES AREA • • CITY LIGHTING CENTRAL INDIANA TRANS STOCK ROOM 90 204 DOUGLAS ROAD CONTACT:ANNETTE SOUTHERN 5355 NORTH POST ROAD - B.STOCKROOM I OPEN CEILING SEWICKLEY,PA 15143 DIRECTOR OF NATIONAL PROGRAM INTEGRATION INDIANAPOLIS,IN 46216 TOILET ROOM 61 - - - TEL:(314)534-1090 TEL: 561-863-6659 TEL:317-255-8887 CORRIDOR 0 C.TOILET ROOM • • G.C.TO CLEAN,REFURBISH,PATCH AND REPAIR CELL:(314)308-4412 EMAIL:ANNETTE.S@ATLASSIGNINDUSTRIES.US CONTACT:TONY CORNELL 5.WAIL COVERINGS FAX:(314)534.2810 EMAIL:TCORNELL@TRANE.COM OFFICE 0 CONTACT:MIKE HOHL FITTING ROOM 1 0 A.PAINT •; • AS SHOWN ON PLANS AND ELEVATIONS EMAIL:MHOHL@CITYLIGHTING.COM raTALs,F.: 842 TITLE SHEET STOREFRONT METAL SECURITY SYSTEM TELECOMMUNICATION OLD CASTLE CHECKPOINT SYSTEMS,INC. DIVERSENET INC. 803 AIRPORT RD. 8180 UPLAND CIRCLE 10843 CODY LANE ABBREVIATIONS SHEET NUMBER: TERELL,TX 75160 CHANHASSEN,MN 55317 FISHERS INDIANA TEL:972-551-6114 TEL: 952-227-5437 TEL:317-508-0322 CONTACT:SCOTT KING CELL:972.984.8099 FAX:317-842-8784 EMAIL.SCOTTKING@OBE.COM CONTACT:BRADKRINGS CONTACT:DAVID MILLER A.F.F. -- ABOVE FINISH FLOOR F.R.T. - FIRE RETARDANT TREATED N.I.C. -- NOT IN CONTRACT EMAIL:BRAD.KRINGS@CHECKPT.COM EMAIL:DMILLER@DIVERSENET1NC.COM CLG. -- CEILING G.C. -- GENERAL CONTRACTOR N.T.S. -- NOT TO SCALE E.C. -- ELECTRICAL CONTRACTOR T.G.C. -- GENERAL CONTRACTOR S.C. - SIGN CONTRACTOR Ti . 0 F.C. -- FIXTURE CONTRACTOR LL. - LANDLORD HGT - HEIGHT CHANGE ORDERS: EXISTING GLAZING: B.COMPREHENSIVE GENERAL LIABILITY INSURANCE{INGLUDING CONTRACTOR'S PROTECTIVE LIABILITY)IN AN AMOUNT NOT LESS THAN _ _ -=�- -- -_�-_��_, E N E R A[. NOTES 25.THE TENANT'S ARCHITECT,WITHOUT INVALIDATING THE CONTRACT,MAY ORDER EXTRA WORK,ALTER,ADD TO,OR DEDUCT FROM THE CONTRACT 50.ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS STOREFRONT AND INTERIOR GLAZING IF APPLICABLE MUST COMPLY WITH $2,000,000 FOR ANY ONE OCCURRENCE WHETHER INVOLVING BODILY INJURY LIABILITY(OR DEATH RESULTING THEREFROM)OR PROPERTY = _i -_ ----__ K INTENT I T A RET A P Y I = ' _--s--} WOR ,IF THE S 0 DHE 0 REVIOUSL AGREED UPON DESIGN WITHOUT ANY COST TO TENANT,IT'S AGENCIES OR TENANT'S ARCH TECT. ALL APPLICABLE CODES,LANDLORD'S CRITERIA,LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS.GENERAL DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE L1M1T OF$2,000,000.SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, - ___ GENERAL: COLLAPSE AND UNDERGROUND COVERAGE.SUCH INSURANCE SHALL INSURE THE TENANT,THE LANDLORD AND THE GENERAL CONTRACTOR _ , -:,__,_ l;------------7 DESCRIPTION OF UVORKS - H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES,TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA SECTION 01045-GUTTING & PATCHING B. PROVIDE INTERCHANGEABLE COMPONENTS OF THE SAME MANUFACTURER FOR SIMILAR COMPONENTS. 3_ = AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO IMPLY ACCEPTANCE OF ANY A. DEFINITION:"CUTTING AND PATCHING"INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR THE = _ � GENERAL CONSTRUCTION WORK FOR CONSTRUCTING AND FINISHING THE INTERIOR AND STOREFRONT OF THIS STORE FOR PART OF THE WORK. IL TRANSPORTATION AND HANDLING T INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE - - -F RETAIL USE. SURFACES TO THEIR ORIGINAL CONDITION. A. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4 _ I. SUBMIT LIEN RELEASES COVERING ALL LABOR,MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE WORK, c -,.- _'"__ `:y _= =`tom-: -=,-; IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING DIVISION 3 - CONCRETE - CONT SECTION 06200 - FINISH CARPENTRY/MILLWORK DIVISION 7 - THERMAL & MOISTURE PROTECTION ,,,7.4 _......, „„. „..--::._-_::_ :,..,-,,,,,,,_,.„; ___,_-___-„,,,,. .7-,...-- CONSTRUCTION, -4:•, ____-__7::. ----„4_,..„--i...,..,4„_ __ IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIAL ENCOUNTERED. . CONTACT THE OWNERS REPRESENTATIVE PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE - PROVIDE AND INSTALL ALL WORK SHOWN AND AS REQUIRED TO FINISH THE JOB. MATERIAL TESTED. A DETERMINATION BY THE OWNER AND HIS CONSULTANT(S) WILL BE MADE AS TO PREFERRED P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING COMPOUND. ROOFING _ - _ - PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RESULTS - , METHOD OF ISOLATING, REMOVING AND DISPOSING OF THE HAZARDOUS MATERIAL. =` ---- -7-L- -;71-7--- _ -----.--s-: INTENDED BY DRAWINGS AND TO ACCOMMODATE WORK OF OTHER TRADES. A. ROOF PENETRATIONS AS REQUIRED,PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'S GENERAL __- _- = -= -_ Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS. - t-- > �= r CONTRACTOR'S CONSTRUCTION REQUIREMENTS WHEN APPLICABLE,AT TENANTS EXPENSE. -�.=� ... - � _ THE GENERAL CONTRACTOR MAY BE ASKED TO SUBMIT A PROPOSAL TO THE OWNER FOR REMOVAL AND ------------`� ��=�.�,�_ �.�m� -�. DISPOSALOF THE HAZARDOUSMATERIAL LICENSED ANDQUALIFIED PERSONNEL INA SAFEAND LEGALTHOROUGHLY L N I - INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I.STANDARDS. _== _ _ � SOS BYSO G R. CEA SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK.AFTER CLEANING APPLY A _�- � . -� __- B. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED,WITH EQUIPMENT CURBS AS SPECIFIED FOR MECHANICAL EQUIPMENT. ALL ..`- . " MANNER. THE OWNER,AT HIS OPTION,MAY ELECT TO SOLICIT PROPOSALS FROM OTHER QUALIFIED SECOND COAT OF CURING/HARDENING COMPOUND TO THE EXPOSED CONCRETE. -- .,:= x :.e - INTERIOR TRIM SHALL BE FIRE-RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER CODES. WHERE NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME MANUFACTURER,AND OF THE SAME TYPE AND SPECIFICATION AS Y CONTRACTORS FOR THE SAME SCOPE OF WORK, IN WHICH CASE THE CONTRACTORS WILL BE DETERMINED IN - - A JOINT MEETING WITH OWNERS REPRESENTATIVE. S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30'O.C.IN EACH DIRECTION. WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES,THE CONTRACTOR MAY SUBSTITUTE THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID A R _ EN Val,4 "DURAFLAKE [>"DURAFLAKE FR"CLASS I FIRE-RATED PARTICLE BOARD BY WILLAMETTE INDUSTRIES, INC.,OR APPROVED EQUAL. INSTALLATION, IF THE LANDLORD REQUIRES,THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS SECTION 02070- SELECTIVE DEMOLITION T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A 1/4"ISOLATION JOINT IN"DIAMOND"PATTERN AT COLUMN. COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A ._ _:_ - FINISH WOODWORK SMOOTH ON EXPOSED SURFACES,FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND INTERIOR PROPERLY PROTECT COMPLETED MAKE ALL JOINTS NEATLY AND ACCURATELY, A.DESCRIPTION OF WORK: U. 2"THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR WALLS. WOODWORK BY HAND AFTER ERECTED. WATERPROOFING 4 61 FROM ROAD A R A M U S , NJ 0 7 6 5 2 FINISH WORK. EXTENT OF SELECTIVE DEMOLITION WORK IS INDICATED ON THE DRAWINGS. TYPES OF SELECTIVE DEMOLITION WORK: A. PROVIDE DEX-O-TEX BARRIER GUARD,LATICRETE 9235,OR MAPEI MAPELASTIC HPG 56 MIL MINIMUM THICKNESS WATERPROOF 9 7 3 . 2 5 3 . 9 3 9 3 T E L DEMOLITION REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SIT DISPOSAL OF THE FOLLOWING: V. USE GROUT/ANCHORING CEMENT COMPLYING WITH ASTM C1107 TO SECURE INSERTS IN CORES. A. DESCRIPTION OF SYSTEM MEMBRANE UNDER ALL BATHROOM FLOORING INSTALLATIONS AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6"HEIGHT. 9 7 3 . 2 5 3 . 9 3 9 0 F A X SEE DIVISION OF WORK SCHEDULE FOR ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR(FOIC) PROVIDE MANUFACTURER'S STANDARD 1 YEAR PRODUCT WARRANTY.WATERPROOFING MUST BE FLOOD TESTED AND APPROVED BY W W W S A R G A R C H . C O M PORTIONS OF BUILDING STRUCTURE INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATED NEW CONSTRUCTION. SECTION 03010- CONCRETE WORK THE ON-SITE LANDLORD REPRESENTATIVE PRIOR TO INSTALLATION OF FLOORING. B. CODES AND STANDARDS: AWI,QUALITY STANDARDS AND GUIDE SPECIFICATIONS MANUAL. CONSULTANT REMOVAL OF INTERIOR PARTITIONS A. WHERE THERE IS AN EXISTING CONCRETE FLOOR SLAB,PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON DRAWINGS. (ENGINEER): REMOVAL OF DOORS AND FRAMES. C. ROUGH LUMBER AND PLYWOOD SECTION 07250- FIREPROOFING REMOVAL AND PROTECTION OF EXISTING FIXTURES AND EQUIPMENT. SECTION 03015- FLOOR SLAB MODIFICATIONS LUMBER HAVING MODULES OF ELASTICITY OF NOT LESS THAN 1.600,000 PSI AND ALLOWABLE FIBER STRESS OF MORE THAN 1400 PSI,IN STANDARD DIMENSIONS,MOISTURE CONTENT NOT MORE THAN 19%FIRE TREATMENT OF ALL ROUGH LUMBER WHERE STRUCTURAL MEMBERS DO NOT HAVE A FIRE RESISTANCE RATING AS REQUIRED BY CODE,LANDLORD,OR INSURANCE ITEMS DETERMINED BY FIELD SURVEY AND COORDINATION WITH THE OWNER. REQUIREMENTS PROVIDE A U.L.APPROVED FIREPROOFING MATERIAL OR SYSTEM INSTALLED IN ACCORDANCE WITH A U.L.DESIGN " A. SUBCONTRACTORS SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB AND PLYWOOD IS AS FOLLOWS: LISTED ASSEMBLY. B.SUBMITTALS: TO BE REMOVED AND REPLACED FOR INSTALLATION OF PLUMBING,ELECTRICAL AND MECHANICAL WORK.ALL PENETRATIONS 1. ROUGH LUMBER TREATED WITH A PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION OF THE SLAB SHALL BE COORDINATED WITH THE LANDLORD TENANT COORDINATOR. STANDARD AWPA C20,EACH PIECE TO BEAR U.L.LABEL"FR-S" SECTION 07250- FIRESTOPPING WORK TO OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. INCLUDE COORDINATION FOR B. ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORDS REQUIREMENTS. 2. PLYWOOD AND PARTICLE BOARD TREATED WITH PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS WHERE PENETRATIONS OCCUR IN A RATED FIRE RESISTANT ASSEMBLY,INSTALL FIRESTOPPING INA MANNER THAT MAINTAINS THE SHUT-OFF,CAPPING,AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. TOGETHER WITH DETAILS FOR DUST AND NOISE C. WHERE THERE IS AN EXISTING FLOOR SLAB REQUIRING LEVELING,SUB-CONTRACTORS SHALL PERFORM CONCRETE LEVELING ASSOCIATION STANDARD AWPA G27,EACH PIECE TO BEAR U.L.LABEL PLYWOOD CONCEALED FROM VIEW ONLY. REQUIRED FIRE SEPARATION. USE FIRE STOP SYSTEM AS MANUFACTURED BY UNITED STATES GYPSUM OR APPROVED EQUAL. CONTROL PROTECTION. UTILIZING ARDEX K-55 FAST SETTING CONCRETE UNDERLAYMENT PATCH AS MANUFACTURED BY ARDEX INC.630 STOOPS D. FINISH LUMBER: COORDINATE WITH OWNERS CONTINUING OCCUPATION OF PORTIONS OF REMODELED SPACE.(NOT APPLICABLE) FERRY ROAD,CORAPOLIS,PA 15108(412) 264-4240. 1. REFER TO THE DRAWINGS FOR SPECIES. SECTION 7900-JOINT SEALANTS D. COORDINATE PREPARATION AND INSTALLATION WITH REQUIREMENTS OF FINISH FLOOR MANUFACTURERS SPECIFICATIONS 2. MOISTURE CONTENT,KILN DRIED,NOTE MORE THAN 9°lo WHEN DELIVERED. A. SEAL INTERIOR AND EXTERIOR: C.JOB CONDITIONS: PRIME CONCRETE AND INSTALL PATCH PER ARDEX'S WRITTEN RECOMMENDATIONS. DO NOT USE AS A WEAR SURFACE OR 3. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. ARCHITECTURAL SEAL: CONDITIONS EXISTING AT THE SAME TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS WHERE SUBJECT TO STANDING WATER OR AT EXTERIOR LOCATIONS. E. 1. S JOINT BETWEEN GYPSUM WALL BOARD AND ALL OF THE FOLLOWING TRIM;BASE,FRAMES WINDOW,DOOR,MIRRORS,BARS: PLYWOOD: SEALANT"A" PRACTICABLE. HOWEVER,VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNERS REMOVAL AND SALVAGE OPERATIONS 1. WHERE HARDWOOD IS NOTED:FACE VENEERS SHALL BE AS NOTED ON DRAWINGS. -I� PRIOR TO START OF SELECTIVE DEMOLITION WORK. WRITTEN REQUEST,OR WHEN ACCEPTANCE WILL REQUIRE REVISION OF THE DIVISION 5 - METALS 2. PLUMBING FIXTURE WALUFLOOR INTERFACE:SEALANT"B" A{O'' ' ' 1 PARTIAL DEMOLITION AND REMOVAL: ITEMS TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM V 2. FLAME SPREAD RATINGS AS NOTED ON DRAWING OR AS REQUIRED BY CODE. STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM SITE AS THEY ARE REMOVED. 3. HORIZONTAL FLOOR DECK JOINTS:SEALANT C ,, F. FABRICATION: 4. AS INDICATED. C.3 STORAGE AND SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. SECTION 05400- COLD FORMED METAL FRAMING CONFORM TO AWl QUALITY STANDARDS,CUSTOM GRADE RELIEVE BACKS OF WOOD TRIM,KERF BACKS OF MEMBER MORE ROsERT - THAN 5 INCHES WIDE AND 1 INCH NOMINAL THICKNESS EASE ALL EXTERNAL CORNERS. B. BACK-UP MATERIAL: C4 e SEE ALSO SECTION 09110 e ` PROTECTIONS: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS FIBERGLASS,POLYURETHANE FOAM,OR POLYETHYLENE FOAM, AS RECOMMENDED BY SEALANT MANUFACTURER. ± PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. A. DESIGN FOR METAL FRAMING SYSTEM IS BASED UPON PHYSICAL AND STRUCTURAL PROPERTIES FOR MEMBERS AS G. INSTALLATION: to PUBLISHED BY UNITED STATES GYPSUM SUB-CONTRACTOR IS TO PROVIDE AND INSTALL METAL STUD FRAMING OF DEPTH 1. INSTALL ALL MATERIAL WITH TIGHT JOINTS. C. MATERIALS: 9111 C# PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNERS PERSONNEL AND GENERAL AND GAUGE AS INDICATED IN THE DRAWINGS. IF GAUGES OF VERTICAL MEMBERS ARE NOT SPECIFIED,PROVIDE MEMBERS 2. MITER CASINGS AND MOLDINGS. 1. SEALANT"A"PAINTABLE GENERAL PURPOSE GE ALL PURPOSE ACRYLIC LATEX SEALANT OF GE SILICONE 2 WITH OIL BASED OF Q PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. IN ACCORDANCE WITH STUD SCHEDULE ON THE DRAWINGS OR AS PUBLISHED BY U.S.G.IF LOADING CONDITIONS ARE 3. ALL RUNNING TRIM ONE PIECE UP TO 10'-0". MATCH GRAIN AND COLOR PIECE TO PIECE. PRIMER,INSTALL OR PRIME PER MANUFACTURERS GUIDELINES. UNUSUAL OR DIFFERENT FROM THOSE INDICATED ON THE DRAWINGS. CONTACT THE TENANTS REPRESENTATIVE FOR 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOW. SET FASTENERS FOR PUTTYING. ERECT TEMPORARY COVERED PASSAGEWAYS AS REQUIRED BY AUTHORITIES HAVING JURISDICTIONS. RESOLUTION. 2. SEALANT"B"SILICONE RUBBER,MILDEW RESISTANT,CONFORMING TO ASTM C920.APPROVED:GE 1700 SANITARY SEALANT. CONI RAC:I UR'S NOI ES: 5. EASE ALL EXPOSED WOOD EDGES 1/8"WIDE MINIMUM RADIUS,OR AS INDICATED. PROVIDE INTERIOR AND EXTERIOR SHORING. BRACING,OR SUPPORT TO PREVENT MOVEMENT SETTLEMENT,OR COLLAPSE OF " STRUCTURE OR ELEMENT TO BE DEMOLISHED,AND ADJACENT FACILITIES OR WORK TO REMAIN. DIVISION ION 6 - WOODS & PLASTICS SECTION 06310- FIRE RETARDANT TREATMENT 3. SEALANT"C"POLYURETHANE,ONE COMPONENT,CONFORMING TO FED SPEC TT-S-00-230C.TYPE 1,CLASS A,AND ASTM C920. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED APPROVED:MAMECOS VULKEN 45 THE DRAWINGS.IMENSIONS.DO NOT THE CONTRACTORS MUST LE PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION A. SCOPE VISIT JOB SITE TO VERIFY ALL EXISTING OPERATIONS. GENERAL WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS 1 OR A RATING PER CODE REQUIREMENTS AND THE 4. SEALANT"E"NON HARDENING,HIGHLY ELASTIC,WATER-BASED SEALANT MEETING ASTM C557 AND COMPLYING WITH ASTM CONDITIONS AND DIMENSIONS BEFORE SPECIFIED MATERIALS AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING APPLY FIRE RETARDANT C919 APPROVED USG ACOUSTICAL SEALANT. SUBMITTING BIDS.REPORT ANY DISPROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. A. ALL MATERIALS ABOVE THE CEILING SHALL BE NON-COMBUSTIBLE AS REQUIRED BY CODE. v Ir�rreelRewlTIrHCONDITIONS PROPER swHlcH TREATMENT WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS II OR CLASS B RATING PER CODE 5. COLOR TO APPROXIMATE ADJACENT SURFACES,UNLESS DIRECTED OR INDICATED OTHERWISE. EXECUTION OF, WITHTHHE TRACTTOTHE CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR B. WOOD FRAMING SHALL BE USED ONLY FOR MINOR,MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS,AND SHALL BE REQUIREMENTS AND THE SPECIFIED MATERIAL AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING,APPLY TENANT'S REPRESENTATIVE.REPORT EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF8 DISCREPANCIES DURING BIDDING PROCESS FIRE RETARDANT TREATED LUMBER. FIRE RETARDANT TREATMENT. DIVISION - DOORS & WINDOWS REQUIRED. AND BEFORE START OF CONSTRUCTION. B. MATERIALS CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD C. MATERIALS SHALL BE NEW,AND WORK SHALL BE PERFORMED IN QUALITY WORKMANLIKE MANNER. FIRE POLY AQUEOUS BASED RESIN AS MANUFACTURED BY FLAME SAFE CHEMICAL CORPORATION,OR APPROVED EQUAL. CONDITIONS OR CONFLICTS BETWEEN THE PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING STOREFRONT CLOSURE PLANS AND THE EXISTING CONDITIONS. CONSTRUCTION ON EXTERIOR SURFACES,AND INSTALLATION OF NEW CONSTRUCTION TO INSURE THAT NO WATER LEAKAGE OR D. LUMBER IN CONTACT WITH CONCRETE OR TERRAllO FLOORS SHALL BE PRESSURE TREATED. C. INSTALLATION DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF THE BUILDING. APPLY FLAME RETARDANT TREATMENT IN COMPLIANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.DO NOT THIN OR REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS SECTION 06100- ROUGH CARPENTRY DILUTE PRODUCT STORE IN MANNER RECOMMENDED BY MANUFACTURER AND DO NOT ALLOW TO FREEZE. REMOVE PROTECTIONS AT COMPLETION OF THE WORK. A. SUBMITTALS: INCLUDE FABRICATION METHODS,FINISHING,HARDWARE,ACCESSORIES,AND INSTALLATION RECOMMENDATIONS. PART 1 -GENERAL REFERENCES DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO THE OWNER. I. GENERAL REFERENCES SECTION 06400-ARCHITECTURAL CASEWORK B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING: PROVIDE ARCHITECTURAL CASEWORK REQUIRING EXPERT CRAFTSMANSHIP AND JOINERY,WHERE INDICATED IN THE DRAWINGS 1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM A. REFERENCE STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE STANDARD NOTED HEREIN,EXCEPT AND AS SPECIFIED HEREIN. OTHERWISE REQUIRED. FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT INTERFERENCE WITH ROADS,STREETS,WALKS,AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. WHERE INTERRUPTIONS TO EXISTING UTILITIES,AS ACCEPTABLE TO GOVERNING AUTHORITIES. QUALITY ASSURANCE:EXCEPT AS OTHERWISE INDICATED BY THE DRAWINGS OR THERE SPECIFICATIONS, PROVIDE METAL FINISHES. DO NOT CLOSE,BLOCK,OR OTHERWISE OBSTRUCT STREETS,WALKS OR OTHER OCCUPIED FACILITIES WITHOUT WRITTEN MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. ARCHITECTURAL WOODWORK IN COMPLIANCE WITH THE ARCHITECTURAL WOODWORK INSTITUTE'S"QUALITY STANDARDS"AS 2. PROVIDE HEAVY-DUTY HARDWARE UNITS;METAL AND FINISH FOR EXPOSED PARTS TO ® DATE ISSUE PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED 1. ADA AMERICANS WITH DISABILITY ACTS 1990 FOLLOWS: MATCH FINISH OF EXPOSED FITTINGS. 08/18/17 L.L.REVIEW AND PERMIT TRAFFICMISWAY IF AUTHOIRED BY GOVERNINGGREGULATIONS. CASEWORK:AWI SECTION 400-CUSTOM GRADE,EXCEPT WITH"EUROPEAN"STYLE 3. PROVIDE EMERGENCY/PANIC HARDWARE IF REQUIRED BY CODE. 2. DHI-DOOR AND HARDWARE INSTITUTE (WITHOUT FACE FRAMES) EXPLOSIVES: THE USE OF EXPLOSIVES IS NOT PERMITTED. 3. NFPA-NATIONAL DESIGN SPECIFICATION OF WOOD CONSTRUCTION LAMINATE CLAD FLUSH PANELING:AWI SECTION 500B-CUSTOM GRADE C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS,HARDWARE MOUNTING HEIGHTS,DETAIL SECTIONS OF FITTINGS, B.REGULATORY REQUIREMENTS: SHELVING:AWI SECTION 600-CUSTOM GRADE ANCHORAGE, REINFORCEMENTS. UTILITY SERVICES MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN,KEEP IN SERVICE,AND PROTECT AGAINST DAMAGE SUBMIT SHOP DRAWINGS TO SHOW LOCATION OF EACH ITEM,DIMENSIONED PLANS AND ELEVATIONS,LARGE SCALE DURING DEMOLITION OPERATIONS. 1. CONFORM TO APPLICABLE CODE FOR COMBUSTIBILITY REQUIREMENTS OF MATERIALS. DETAILS,ATTACHMENT DEVICES AND OTHER COMPONENTS. D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES,EXCEPT WHEN AUTHORIZED IN WRITING BY 2. CONFORM TO ADA CODE FOR APPLICABLE COMPONENTS. VERIFY FIELD MEASUREMENTS AND PROVIDE DIMENSIONS FOR CASEWORK SHOP DRAWINGS BEFORE FABRICATION. DOORS, TRIM AND FRAME AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES,AS TYPICAL PLYWOOD:EXTERIOR GRADE C-D/EXT-APA x 3/4 INCH THICKNESS MIN.( - II. QUALITY ASSURANCE PARTICLEBOARD PBD) 48 LB.DENSITY,3/4 THICK MINIMUM WITH EXTERIOR GLUE,AS MANUFACTURED BY 45 LB. DENSITY,3/4 IN.THICK(UNLESS NOTED OTHERWISE) A. DOORS,TRIM,AND FRAME(SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES) ACCEPTABLE TO GOVERNING AUTHORITIES. A.QUALIFICATIONS WATERPROOF PARTICLEBOARD:"MEDEX" 1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND ENVIRONMENTAL CONTROLS:USE WATER SPRINKLING. TEMPORARY ENCLOSURES,AND OTHER SUITABLE METHODS TO LIMIT THE MEDITE CORP. FRAME UNLESS OTHERWISE NOTED. DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATION 1. MANUFACTURER QUALIFICATION: MANUFACTURER OF ALL FABRICATED PRODUCTS SHALL HAVE NOT LESS THAN FIVE(5) PREFINISHED PARTICLEBOARD:POLYESTER LAMINATED PBD EQUAL TO"POLYBOARD"BY"SELPLY"OR EQUAL. 2. UNLESS SHOWN OTHERWISE,DOOR LOCATIONS NOT DIMENSIONED SHALL BE PERTAINING TO ENVIRONMENTAL PROTECTION. YEARS EXPERIENCE IN TYPE MANUFACTURING/FABRICATION OF THE TYPE OF PRODUCTS SPECIFIED.(3)YEARS OF TYP.PLASTIC LAMINATE(PLAM)&EDGING:NEMA#GP-50-STANDARD GRADE-MANUFACTURER&COLOR AS INDICATED IN LOCATED 3"FROM FINISHED WALL CORNER TO EDGE OF DOOR. DOCUMENTED EXPERIENCE IN THE INSTALLATION OF THE TYPE OF COLOR/FINISH SCHEDULE. 3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED. DO NOT USE WATER WHEN IT MIGHT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE,FLOODING,AND 2. INSTALLER QUALIFICATION: INSTALLER SHALL HAVE NOT LESS THAN THREE PRODUCTS SPECIFIED. COUNTERTOP JOINT FASTENERS:"KNAPE&VOGT"#516 ZC TITE JOINT FASTENER 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS. POLLUTION INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK:INSPECT AREAS IN WHICH WORK WILL BE SHELF STANDARDS&BRACKETS:K V 161 X SHELF DEPTH AND K V#83 STANDARDS. 5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED PERFORMED. PHOTOGRAPH EXISTING CONDITIONS ADJACENT TO STRUCTURAL SURFACES EQUIPMENT OR TO SURROUNDING 3. PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE TRAINED AND EXPERIENCED IN THE INSTALLATION FASTENERS AND ANCHORS:PROVIDE SIZE,TYPE,AND MATERIAL AS NOTED ON THE DRAWINGS,AND IF NOT NOTED,AS METHODS AND MATERIALS SPECIFIED HEREIN OR REQUIRED BY THE WORK. TO DOOR EDGE. PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK: FILE WITH OWNERS RECOMMENDED BY APPLICABLE STANDARDS. 6. EXIT OR EXTERIOR SURFACE DOOR,WHERE REQUIRED TO BE PROVIDED BY REPRESENTATIVE PRIOR TO STARTING WORK. B. WARRANTY: ALL PRODUCTS SHALL BE WARRANTED FOR A MINIMUM PERIOD OF TWO(2)YEARS. IMPERFECT MATERIALS AND PROVIDE OTHER MATERIALS,AS INDICATED IN THE DRAWINGS AND AS OTHERWISE REQUIRED FOR COMPLETION OF THE GENERAL CONTRACTOR,SHALL BE 1 3/4"THICK FLUSH METAL DOOR IN METAL WORKMANSHIP SHALL BE REPLACED AT NO COST TO THE OWNER. WORK OF THIS SECTION. FRAME. DIVISION 3 - CONCRETE7. ALL WOOD TRIM SHALL BE"CUSTOM"GRADE SOFTWOOD AS DEFINED BY A.W.I. III. DELIVERY STORAGE AND HANDLING FABRICATION&ASSEMBLY: UNLESS OTHERWISE NOTED. A. DO NOT DELIVER SHOP FABRICATED CARPENTRY ITEMS UNTIL SITE CONDITIONS ARE ADEQUATE TO RECEIVE THE WORK. SHOP FABRICATE WOODWORK TO DIMENSIONS,PROFILES,AND DETAILS INDICATED ON SHOP DRAWINGS.WHERE NECESSARY FOR 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK-DOWN TYPE. GENERAL FITTING AT SITE,PROVIDE AMPLE ALLOWANCE FOR SCRIBING,TRIMMING,AND FITTING.COMPLETE FABRICATION,FINISHING, 9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR B. STORAGE AND PROTECTION: STORE MATERIALS AND PRODUCTS INDOORS AND PROTECTED FROM EXPOSURE TO OR EQUAL AND SHALL BE METAL CONCEALED TYPE FULLY TAPED-IN AND PAINTED TO MATCH REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING,PATCH AND REPAIR AS REQUIRED.EXISTING SUPPORTED FLOOR TO MOISTURE AND PHYSICAL ABUSE. REMOVE DAMAGED MATERIALS AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. HARDWARE APPLICATION AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING: SHOP ASSEMBLY OF CASEWORK:COMPLETELY ASSEMBLE CASEWORK IN SHOP PRIOR TO SHIPMENT TO PROJECT SITE.MARK THE ADJACENT SURFACE. DOORS SHALL BE FIRE-RATED WHERE REQUIRED. PART 2-PRODUCTS INDIVIDUAL ITEMS IN SEQUENCE WITH REMOVABLE MATERIALS TO FACILITATE FIELD ASSEMBLY.SHOP FIT GLASS IN CASEWORK, PROJECT NAME: A. CONCRETE: READY-MIXED CONCRETE,ASTM C94/C94M-06. 1. ROUGH CARPENTRY MATERIALS REMOVE AND PACKAGE TO PROTECT FROM BREAKAGE,CLEARLY MARKED TO FACILITATE FIELD INSTALLATION. B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES,AND CLOSE ACCURATELY AGAINST COUNTERTOP CUTOUTS:TO THE GREATEST EXTENT POSSIBLE,MAKE COUNTERTOP CUTOUTS IN THE FACTORY,WITH ALL STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES WHEN DOORS ARE CLOSED. DOORS WITHOUT B. MATERIALS: A. NAILS,SPIKES,AND STAPLES GALVANIZED FOR EXTERIOR LOCATION,HIGH HUMIDITY LOCATIONS AND TREATED WORK! EXPOSED EDGES COMPLETELY SEALED AGAINST POTENTIAL WATER PENETRATION BETWEEN FINISH SURFACE AND SUBSTRATE, CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT MOTION. Lids 1.PORTLAND CEMENT,TYPE 1:ASTM 0150-05. PLAIN FINISH FOR OTHER INTERIOR LOCATIONS,SIZE AND TYPE TO SUIT APPLICATION. AND SUBSTRATE AND WEB FRAME,AS APPLICABLE. 2.FINE AGGREGATE:ASTM C33-03. C. DOOR HARDWARE(SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS) 3.COARSE AGGREGATE:TABLE 11,SIZE 57,ASTM 33-03. B. BOLTS,NUTS,WASHERS,LAGS,PINS AND SCREWS:MEDIUM CARBON STEEL:SIZED TO SUITE APPLICATION,PLAIN FINISH. INSTALLATION: 1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY LL IDS 5 E INC.VE 4.WATER:CLEAN AND POTABLE. DELIVER INSERTS AND OTHER ANCHORING DEVICES TO BE BUILT INTO SUBSTRATE,WELL IN ADVANCE OF TIME SUBSTRATE ARE TO FOR PROPER INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE. INDIANAPOUS,IN46278 5.BAR REINFORCEMENT:GRADE 40,ASTM A615/615M-06a. BE BUILT.CONDITION WOOD MATERIALS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO 2. CHECK DOOR THICKNESS,DETAILS OF TRIM,CLEARANCES FOR HINGES,STRIKES, LOCATION: 6.WIRE FABRIC REINFORCEMENT:ASTM A185/A185-06e1. C. FASTENERS:TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY,EXPANSION SHIELD AND LAG BOLT TYPE FOR INSTALLATION. CLOSERS,FASTENERS REQUIRED AND FIRE RATING REQUIREMENTS BEFORE ANCHORAGE TO SOLID MASONRY OR CONCRETE BOLTS OR POWER ACTIVATED TYPE FOR ANCHORAGE TO STEEL. DISCARD UNITS OF MATERIAL WHICH ARE UNSOUND,WARPED,BOWED,TWISTED,IMPROPERLY TREATED,NOT ADEQUATELY COMMENCING WITH HARDWARE INSTALLATION. WASHINGTON SQUARE MALL C. ADMIXTURES:POZZOLITH OR EQUAL,AS MANUFACTURED BY MASTER BUILDERS CO. SEASONED OR TOO SMALL TO FABRICATE WORK WITH MINIMUM OF JOINTS OR OPTIMUM JOINING ARRANGEMENTS,OR WHICH ARE 3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL CODES. SPACE#A13 OF DEFECTIVE MANUFACTURER WITH RESPECT TO SURFACES,SIZES OR PATTERNS. 4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, 9585 SW WASHINGTON SQ.ROAD D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 41/2". D. DOUGLAS FIR OR SPRUCE,S4S,STANDARD OR BETTER GRADE CONTAINING NOT LESS THAN 70%CONSTRUCTION GRADE INSTALL THE WORK PLUMB,LEVEL,TRUE AND STRAIGHT WITH NO DISTORTIONS.SHIM AS REQUIRED USING CONCEALED SHIMS. BOLTS,AND FASTENERS NECESSARY FOR INSTALLATION. PORTLAND,OR,97223 WCLIB STANDARD GRADING AND DRESSING RULE#15 LUMBER TO BEAR STAMPS. INSTALL TO A TOLERANCE OF 1/8"IN 8'-0"FOR PLUMB AND LEVEL,AND WITH 1/16"MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE LIDS#5665 E. MINIMUM CEMENT CONTENT: 51/2 BAGS(517#)PER CUBIC YARD.NO WATER IS TO BE ADDED AFTER MIXING. AND 1/8"MAXIMUM OFFSETS IN REVEALED ADJOINING SURFACES. GLASS AND GLAZING E. PLYWOOD INT DFPA-B8(PLYSCORD)-CD AS DETAILED. SCRIBE AND CUT TO FIT ADJOINING WORK,AND REFINISH CUT SURFACES OR REPAIR DAMAGED FINISH AT CUTS. A. COMPLY WITH FGMA"GLAZING MANUAL"AND"SEALANT MANUAL".ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC,6 X 6-#10 X 10,LAPPED 6"AT END SIDE LAPS. ANCHOR TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATE.SECURE TO GROUNDS,STRIPPING AND PROJECT INFORMATION: 2. WOOD TREATMENT BLOCKING WITH COUNTERSUNK,CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. 1. PRIME NON-PROCESSED GLASS: FS DD-G-451 PROJECT NUMBER:2000.17 G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED,CONTINUOUS AND LAPPED 24"AT SPLICES A. ALL WOOD USED FOR FRAMING OR STRUCTURE IS TO BE FIRE-RETARDANT AND SHALL BE PRESSURE IMPREGNATED TO EXCEPT WHERE PREFINISHED MATCHING FASTENERS HEADS ARE REQUIRED,USE FINE FINISHING NAILS FOR EXPOSED NAILING, 2. HEAT-TREATED GLASS: FS DD-G-1403 DRAWN BY: REVIEWED BY:WLS H. PROVIDE CORNER BARS AT CORNERS. COMPLY WITH UNDERWRITERS LABORATORIES INC.REQUIREMENTS FOR A FLAME SPREAD OF 25 OR LESS WITH NO COUNTERSUNK AND FILLED FLUSH WITH WOODWORK,AND MATCHING FINAL FINISH WHERE TRANSPARENT FINISH IS INDICATED. 3. CPSC SAFETY GLASS: 16 CFR 1201 EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTES DURATION UNDER THE INSTALL CABINETS WITHOUT DISTORTION SO THAT CABINET DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE 4. ANSI SAFETY GLAZING: ANSI Z97.1 I. PLACE 4"COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS. STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIAL(ASTM584)EACH PIECE OF WOOD ACCURATELY ALIGNED.ADJUST HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE OPERATION.COMPLETE SHALL BEAR THE U.L.LABEL INDICATING COMPLIANCE WITH THE FIRE HAZARD CLASSIFICATION. INSTALLATION OF HARDWARE AND ACCESSORY ITEMS INDICATED. B. TEMPERED FLOAT GLASS SHALL BE GRADE B,STYLE 1,TYPE 1,QUALITY Q3,CLASS 1,CLEAR IN THICKNESS INDICATED. TOPS:ANCHOR TO BASE UNITS AND OTHER SUPPORT SYSTEMS. • J. BRING SUB GRADE TO SPECIFIED LEVEL,COMPACTED AND FINISHED SMOOTH. B. AFTER TREATMENT,ALL LUMBER THAT IS 2 NOMINAL OR LESS SHALL BE DRIED TO AN AVERAGE MOISTURE CONTENT OF REPAIR DAMAGED AND DEFECTIVE CASEWORK TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY,OR WHERE NOT POSSIBLE, C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHED BEFORE TEMPERING. 1/4"GAP BUTT JOINTS ARE TYPICAL T 18%(10%FOR FINISH WOOD) ALL OTHER LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE INJECTED DURING REPLACE CASEWORK.ADJUST JOINERY FOR UNIFORM APPEARANCE.CLEAN,LUBRICATE AND ADJUST HARDWARE FOR SMOOTH UNLESS OTHERWISE NOTED. TITLE: K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE,COVER FLOOR AREA WITH 6 MIL POLYETHYLENE VAPOR BARRIER,ALL TREATMENT. OPERATION. REHANG OR REPLACE DOOR WHICH DOES NOT SWING OR OPERATE FREELY,AS DIRECTED BY OWNER,CLEAN LAPS WITH"ZERO PERM"TAPE. SEAL ALL PENETRATIONS AND PUNCTURES. CASEWORK ON EXPOSED AND SEMI-EXPOSED SURFACES.TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED D. ALL MIRROR GLASS SHALL BE 1/4"QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER COATING,COPPER COATING,AND ORGANIC SPECIFICATIONSPART 3-EXECUTION. AREAS. COATING.• L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED. I. BLOCKING AND BACKING TOUCH-UP FINISHING AS REQUIRED BY INSTALLATION.COMPLY WITH REFERENCED QUALITY STANDARD FOR SANDING,FILLING SECTION 8100 - METAL DOORS & FRAMES M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED.DUSTING WITH DRY SAND ON A. SECURE BLOCKING AND BACKING SOLIDLY TO FORM STRONG SUPPORT FOR MEMBER. COUNTERSUNK FASTENERS,SEALING OF CONCEALED SURFACES AND SIMILAR ITEMS. A. FIRE LABELS SHEET NUMBER: • CEMENT IS NOT PERMITTED, PROTECTION:PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO FABRICATOR AND II INSTALLATION OF FINISH CARPENTRY ITEMS PROVIDE DOORS AND FRAME ASSEMBLY BEARING AND UNDERWRITERS LABORATORIES OR OTHER APPROVED N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING/HARDENING COMPOUND:"CLEARBOND","CLEARSEAL", INSTALLER,WHICH ARCHITECTURAL WOODWORK BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL A. INSTALL DOORS AND FRAMES PLUMB AND TRUE,SECURELY FASTEN TO SUBSTRATE INSTALL ALL HARDWARE. COMPLETION. LABEL WHERE REQUIRED BY GOVERNMENTAL AUTHORITIES,CODE,LANDLORD OR INSURANCE REQUIREMENTS, "MASTERSEAL",OR APPROVED EQUAL. RATING SHALL SATISFY MINIMUM FIRE RESISTANCE REQUIREMENTS FOR LOCATION AND USAGE. III. CLEAN UP 0. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF1/8"IN 12"AND SHALL NOT VARY AT ANY POINT MORE THAN 1/8"ABOVE OR A. REMOVE ALL TRASH CREATED BY WORK IN THIS SECTION FROM THE PREMISES. T.G.C.TO VERIFY THAT DOORS INDICATED ON DRAWINGS AND IN SCHEDULES SATISFY ABOVE REQUIREMENTS. BELOW THE PLANE SURFACE. 3.0 10. PERMANENT CORES AND KEYS: ARE FURNISHED BY LIDS SPORTS GROUP AND INSTALLED KEYS INCLUDING CONTROL KEYS B. CERAMIC TILE PRODUCTS B. REFERENCE STANDARDS: - - SECTION 10800-TOILET ACCESSORIES = _ _ Ti DIVISIONFINISHESCONT. - ce1 s - A. GENERAL: _ _ H. INSPECTION: 1.INSTALL ALL ACCESSORIES TO COMPLY WITH GOVERNING CODES. 1. VERIFY SUBSTRATE IS SATISFACTORY FOR WORK IN THIS SECTION DO NOT PROCEED UNTIL DEFECTS HAVE BEEN ----._L..,.._.-...-zz - - R iiil ilil S A 44'-5112"LEASE LINE r I.' 28.-43/13" 15'-9112' VA' I ADJACENT TENANT I 4 III S A R G E N T 19 ® ® ARCHITECTS - - - - - - - - - ---- -- I Z --J I I I - - - I I l I / 4'w 4 6 1 FROM ROAD '.I • I I r - PARAMUS , NJ 07652 111 I I -� 973 . 253 . 9393 TEL Ili r 24 10 L _I 1_4_j Za 973 . 253 . 9390 FAX III 8 ml L J —1 23 111 WWW . SARGARCH . COM z ® , II_ CONSULTANT IIIIIII, C _ 1111k..._ 16 r I -I s r+ I (ENGINEER): 111IIIIIIIIII _._�� _-.- _ -- -T-- -I - - � �, , - ,- 3o I,\.e7 I I L J 17 17 1 I L 4lI 6 16 H I I II /�/ m , a 117LU 0 �, II I III ' ' IL—ji � < � : U I 10 111 I ` El -,94? 4.-1 i' 1111IIIIIIIII ,'';' ,, , r-}J_ I m I , , I 16 29 ,V111 ARCHITECTURAL SEAL: 3 18 1 ell_____ .1 I $ ,�, `�' Alm? © J2 L---� /% C7 ® =J 16 ® I / / ''�' El © ROB n / / F(-1 j/ D1.0 �� is,NJ e. T , r .1 ® I / ��; 2a o�Gn� roti to G- - - - � I - - { - - - - I --- - G C? I � � O d // ' � ® III 19 CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST ADJACENT TENANT I VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE r 2T-81/2'LEASE LINE 2"6"LEASE LI( SUBMITTING BIDS.REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE 1 DEMOLITION FLR PLAN TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS D1.0 SCALE 114" = 1'-0" CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE I KEY NOTES II GENERAL NOTES THE CONFLICTS E WEEN I LEASE LINE.G.C.TO CONFIRM LOCATION WITH MALL OPS. 1. G.C.IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO ACQUAINT HIMSELF WITH THIS 51 EXISTING TOILET ROOM FIXTURES TO REMAIN.G C.TO CLEAN,REFURBISH AND ENSURE IN KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY. PROPER WORKING ORDER. fI EXISTING TOILET ROOM TILE FLOORING AND WALL BASE TO REMAIN,G.C.TO CLEAN AND BRING 2. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS.P.C.SHALL I. I TO"LIKE NEW"CONDITIONS. VERIFY WITH OWNER.)ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED PER LANDLORD'S CRITERIA. ❑4 EXISTING DOOR AND FRAME TO REMAIN.G.C.TO CLEAN AND REFURBISH AS REQUIRED. AS, DATE ISSUE 3. REMOVE ALL EXISTING FINISH MATERIAL AND SUBSTRATES NOT REUSABLE DOWN 08118117 L.L.REVIEW AND PERMIT 5 EXISTING FREE STANDING FIXTURES TO BE REMOVED IN THEIR ENTIRETY, TO EXPOSED STUDS,CONCRETE,OR STRUCTURE. HH EXISTING TILE FLOORING AND BASE TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH,REPAIR 4. REFER TO SECTION 02070 OF THE SPECIFICATIONS SHEET(SHEET G1.0)FOR AND PREPARE SLAB FOR NEW FINISHES.SEE SHEET A4.0 AND A4.1 FOR MORE INFO. ADDITIONAL NOTES. EXISTING COUNTER TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR ADJACENT -r� 14'-71/2"A.F.F. 7 5. G.C.SHALL THOROUGHLY VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND FIN.FLOOR SURFACES AFTER REMOVAL AND RETURN ALL WIRES BACK TO SOURCE. CONSTRUCTION.ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE E❑ EXISTING COOLER SYSTEMS TO BE REMOVED IN THEIR ENTIRETY.G.C.TO PATCH AND REPAIR COMMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. III d ADJACENT SURFACES AFTER REMOVAL AND RETURN ALL WIRES BACK TO SOURCE, 1 I 126 11/ ® ® I 1 — 6. G.C.SHALL FIELD VERIFY EXACT SCOPE OF DEMOLITION REQUIRED WITH THE 9 EXISTING PERIMETER FIXTURES TO BE REMOVED IN THEIR ENTIRETY.G.C.TO PATCH AND TENANT PRIOR TO BIDDING AND CONSTRUCTION. "`�� — REPAIR ADJACENT SURFACES AFTER REMOVAL. 1 EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED IN ITS ENTIRETY AND SERVICE TO BE RELOCATED. 7. G.C.SHALL FIELD VERIFY ALL CLEARANCE HEIGHTS TO EXISTING CEILING AND / 12'-01/2"A.F.F. 10 ABOVE EXISTING CEILING.IF A CONFLICT EXISTS WITH NEW DESIGN CEILING,HVAC, I I _ _ _ — — — I II l — _ ! I I I FIN.FLOOR`-$F SEE ELECTRICAL DRAWINGS FOR MORE INFO. SPRINKLER, ETC.,CONTRACT THE DESIGNER IMMEDIATELY. I I I I I I Ni, EXISTING SH.PARTITION WALL SHOWN SOLID TO REMAIN G C.TO PATCH, REPAIR,CLEAN AND I 25 1 ATLAS ® I 25 ® 0 1 I Zs I I — 8. CONCRETE PATCHING:WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR MM 1 EXISTING DOOR AND FRAME TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS CIDER CO. l f ■�� 2 ADJACENT SURFACES AFTER REMOVAL. WITH SOIL TREATMENT AT DISTURBED AREAS,4"CRUSHED ROCK SUBGRADE,6 MIL 1 / _ _ 1 - _ POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT.VERIFY 1.1 1111L �� 9'-11 112"A.F.F 13 EXISTING ROLLING GRILLE AND ASSOCIATED STRUCTURE TO BE REMOVED IN ITS ENTIRETY.G.G. LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. 1 III V ♦�..�..�. . �.��`�;1 .��.� � � � � �.��.��.�� , .= U.S.SOfFI TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. ��:♦:.;,:..♦.♦.`. :�.�♦��.� I J I :.:♦:,:;.:.:,:♦:.:.:♦:♦:.:♦:�:�:.:�:.:�:+:�:�:.`.:♦:+:. 1= I { �l�I 10. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE I I 1 I I EXISTING COLUMN BUILDOUT TO BE REMOVED IN ITS ENTIRETY,G.C.TO PATCH AND REPAIR _� .♦.♦♦'.....♦,,♦♦.♦.,♦ ..♦♦♦....♦..+.�`�.�♦�.�♦�♦�.�.�♦�.�♦�.�♦�♦�� iii a ADJACENT SURFACES AFTER REMOVAL. O♦`, •♦•♦♦♦••••`•••••••• `•••♦♦♦•••••`•��♦�•�•�•�•�♦�♦�♦�•�•�•�•�•�`' s EXISTING STRUCTURAL COLUMN TO REMAIN.G.C.TO PROTECT THROUGHOUT CONSTRUCTION. �� I I I �� ■■nl��♦ I I , -A--' , = EXISTING PARTITION WALL SHOWN DASHED TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH PROJECT NAME: mom..♦.��`��..�.��.. 1 1 I ��••••••••••••+�♦�♦�♦�♦�•�•��♦�•�•�♦�•�•�•♦• I I ��! 6 AND REPAIR ADJACENT SURFACES AFTER REMOVAL. III 0. I I' 19 ' ,MI�♦.,�♦�.�,�.�♦�♦�.�.�.�.�♦�.�.�� II I I '��.'...��♦..�.�.�.�.�.�.�♦`♦'�♦�.�`♦.��`♦ , . C4 ak J 7 EXISTING 3 COMPARTMENT SINK TO BE REMOVED IN ITS ENTIRETY.G.C.TO CAP PLUMBING AT Lids �_ ,�IIIIII ,0.,..�.♦♦.♦,.• I I I i ��♦�.�♦♦�.*�♦.�.� A. I I I I I I __ 1 19 SLAB AND PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. 1 ��+�� I 1 1 I I 4 I =.`•.�♦�.�+�.�♦�.�.�♦�♦ j f I I I ! I I I 18 EXISTING THERMOSTAT TO BE REMOVED IN ITS ENTIRETY.G.C.TO RETURN ALL I SYMBOL LEGENDI �� 1 I I I WIRES BACK TO SOURCE AND SEE MECHANICAL DRAWINGS FOR MORE INFO. uosGENEscaINC. MI�+ , . �� I III I 1 I I wooawra DRIVE I i 1 •1 M I I I I INDIANAPOLIS,IN 46278 T I I I 19 EXISTING NEUTRAL PIER TO REMAIN.G.C.TO PROTECT THROUGHOUT CONSTRUCTION. I I I I 13 1 I I I II _ EXISTINGTO BE REMOVEp LOCATION: ® ® I I ® ® H13 ® I I I I I I I I I I I 20 ADJACENT SURFACES EXISTING HALF WALL AOFTER REMOVAL BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR IPE371 ! I I ! �SII ! I { II I I I WASHINGTON SQUARE MALL ADJACENT 20 =�' 2D - I I 1 I I I 21 EXISTING MOP SINK TO BE REMOVED IN ITS ENTIRETY.G.C.TO CAP PLUMBING AT SPACE#A13 ADJACENT SLAB AND PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING TO REMAIN 9585 SW WASHINGTON SQ. ROAD _ I I I PORTLAND,OR,97223 TENANT I _ — — — – II I _ _ _ _ �I L_ �� _roi_ TENANT 22 EXISTING HAND SINK TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR LIDS#SssS ADJACENT SURFACES AFTER REMOVAL. l� I I { I 'k I ! I I (I I I I I ,. f 23 EXISTING FINISHES TO BE REMOVED DOWN TO EXISTING DEMISING WALL,G.C.TO { I II I ! -- I I _ I i I I I I I I PATCH AND REPAIR EXISTING GYP.BD.AND REPLACE AS REQUIRED TO MAINTAIN EXISTING DOOR TO REMAIN PROJECT INFORMATION: I ! :_ IL-71 1 I I I THE REQUIRED FIRE RATING. PROJECT NUMBER:2000-17 I / i 1 1 I I 1 I I DRAWN BY: RR REVIEWED BY:WLS I6111 / I ; � I ` I ft t-1 I P I ! -I I 24 EXISTING REMOTE WATER HEATER TO REMAIN.G.C.TO PROTECT THROUGHOUT 11 I I I ! I CONSTRUCTION AND MODIFY AS REQUIRED. " " imili — — �'' EXISTING DOOR TO BE REMOVED 25 EXISTING STOREFRONT CONSTRUCTION UNDER 12'-01/2"A.F.F.TO BE REMOVED IN ,'� 1y CT-I I 1 I I 0'-0"A.F.F. ITS ENTIRETY.G.C.TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL, a' I FIN.FLOOR — EXISTING SIGNAGE TO BE REMOVED IN ITS ENTIRETY.G.C.TO RETURN ALL WIRES 26 BACK TO SOURCE. TITLE: EXISTING MALL BULKHEAD TO REMAIN.G.C.TO PROTECT THROUGHOUT 27 CONSTRUCTION. NOTE: DEMOLITION FLOOR PLAN EXISTING MALL TILE TO BE REMOVED UP TO NEW LEASELINE.G.C.TO PREPARE SLAB -G.C.TO VERIFY ALL CONDITIONS PRIOR TO START OF CONSTRUCTION.ANY DISCREPANCIES 28 FOR NEW FINISHES. MUST BE REPORTED TO LIDS CONSTRUCTION MANAGER AND ARCHITECT. HEXISTING FLOOR DRAIN TO REMAIN.G.C.TO CLEAN AND REFURBISH AS REQUIRED. SHEET NUMBER: 3D EXISTING FLOOR DRAIN TO BE REMOVED AND CAPPED AT SLAB.G.C.TO PATCH AND LLI REPAIR SLAB AS REQUIRED. CONSTRUCTION BARRICADE BY TENANT,G.C. IN ACCORDANCE WITH MALL CRITERIA.COORDINATE WITH 31 MALL OPERATIONS MANAGER.PROTECT ALL MALL FINISHES FROM DAMAGES.ANY DAMAGES THAT ACCORDD -1 2 DEMOLITION STOREFRONT ELEVATION ARE TO BE REPAIRED TO LIKE NEW CONSTRUCTION AT G.C.COST,ANY GRAPHICS"COMING SOON"BY ■ D1.0 SCALE 1/2" = 1'-0" OWNER. SARGENTIS A 4111 III ARCHITECTS 44'-5112"LEASE LINE 1 / 28'4 318" 15'-9112" 3 ; " 46 1 FROM ROAD P A R A M U S , N J 0 7 6 5 2 I ADJACENT TENANT 9 7 3 . 2 5 3 . 9 3 9 3 T E L 9 7 3 . 2 5 3 . 9 3 9 0 FAX ' I I WWW . SARGARCH . COM • I H 22 9 10 15 II � 10 6 16 III ^ 23 111 6 111 111 I 0 CONSULTANT - - - - - f - - -� - - - 1 - - - - (ENGINEER): ., Ir. 7_ r 1 I I I I ' YY°� l ( I 11 I dW 10 N 1 I I 1 1 1 X 1 1 I I I I t 1 il IL' I I I I J I I I I _ __ Lrill i ' 1 -•T- 4— H--1 r -+1 -1 ET-1 I �— --- j O. i �' 5 SII I — "WPM 1 1I I i — 1I — . — — — - - - - - I _Z Er liou I IT I �! • __J_ --Li 1-1--1 rt-- - - `y -A _ _ i I w x T- rI r .70,4 \ j E- �. 1 1 -1- I - ---y 14- +-- ---+ - - - T Q A • ! AI I�T i I / •' I —-4 \ L_ L _ 6 '/ ARCHITECTURAL SEAL: ® \ III I I \jJ\ \ ' f/ /' � - 2 I w ; 1 ry� ; /Nr 1/ ``,,,, , uM - - - - ii1- L - L _- )_^ -7---I\ \ 1 -�\ / El I -- 16 14 -I 13 20 Y .r_ 0 1 I --i— , _ �- �— , \ h v ,/1 ti� I I 1 1 )--—I-- i l l s I I 20 t.7 W ROB �__ :„,, :I U -"NW w ¢ - r-�� 1_A//, III �� ; e. _ /x� ' I Ir I I 1�1'� I I I UNJ 11______i___r.- _ }I}—� \ Ik7�I H M m I ,� • Gt1r Tri r r 1LI '9�3II' I l Lr 1 114J-' r 1 III IS1 I ®,L31 1Li ' PIIHi1i / 7 1 , ,/1 I`1 I I.�- k, I� 1 , , I-Ik ,� 1 1 / N> V' I _ 11 II I /1 I I II t /I i' / CONTRACTOR'S NOTES: 1 __� I f 1 I 11 --- 1 / - 5� _ WRITTEN DIMENSIONS HOLD PREFERENCE _ , 1 I I 1 I 1 11/1)— �I1 1 1 II 11 rI --_ GO c,roti OVER SCALED DRAWINGS.DIMENSIONS. CONTRACTORS NOT ORS MUST I r I I I I I .I- Y r I 'V CJ 1\\ VISIT JOB SITE TO VERIFY ALL EXISTING - T - T� -�—- �Q� ��+ CONDITIONS AND DIMENSIONS BEFORE / � SLJBWITING BIDS. RT ANY DISCREPANCIES OFANY CONDITIONS WHICH El 8 18 7 f 1 1 II 1 g El 6 16 MAY INTERFEREENOF, WIH T PROPER • I EXECUTION OF,THE CONTRACT TO THE TENANTS REPRESENTATIVE,REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. ADJACENT TENANT 1 / 27'-8 1/2”LEASE LINE 2 "LEASE LINE ® DATE ISSUE 08!18!17 L.L REVIEWAND PERMIT 1 DEMOLITION REFLECTED CEILING PLAN D2.0 SCALE 114" = V-0" — GC.TO VERIFY ALL CONDITIONS PRIOR TO START OF I KEY NOTES II GENERAL NOTES I CONSTRUCTION.ANY DISCREPANCIES MUST BE REPORTED TO LIDS CONSTRUCTION MANAGER AND ARCHITECT. 1 LEASE LINE.G.C.TO CONFIRM LOCATION WITH MALL OPS. 1. G.C.IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S I SYMBOL LEGEND I a EXISTING EMERGENCY LIGHTING TO BE REMOVED IN THEIR ENTIRETY.G.C.TO RETURN ALL WIRES CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO ACQUAINT HIMSELF WITH THIS 1 BACK TO SOURCE. KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY. 3 I EXISTING TOILET DIFFUSER TO BE CLEANED AND REFURBISHED.G.C.TO CLEAN AND BRING TO"LIKE NEW" CONDITION. 2. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS.(G.C.SHALL - - - - - - EXISTING TO BE REMOVED 4 EXISTING FAN/LIGHT COMBO TO BE REMOVED AND REPLACED WITH NEW. VERIFY WITH OWNER.)ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED PER EXISTING STOCK ROOM LIGHTING TO BE REMOVED IN ITS ENTIRETY.G.C.TO RETURN ALL WIRES BACK LANDLORD'S CRITERIA. TO SOURCE. 3. REMOVE ALL EXISTING FINISH MATERIAL AND SUBSTRATES NOT REUSABLE DOWN EXISTING SALES AREA LIGHTING TO BE REMOVED IN ITS ENTIRETY. G..0 TO RETIRN ALL WIRES BACK TO EXPOSED STUDS,CONCRETE,OR STRUCTURE. 6 TO SOURCE,TYP. EXISTING TO REMAIN 4. REFER TO SECTION 02070 OF THE SPECIFICATIONS SHEET(SHEET G1.0)FOR 7 EXISTING VAV TO BE REMOVED IN ITS ENTIRETY AND REPLACED BY G.C.SEE MECHANICAL DRAWINGS ADDITIONAL NOTES. PROJECT NAME: FOR MORE INFO. 5. G.C.SHALL THOROUGHLY VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND 8 EXISTING SPRINKLER MAIN TO REMAIN.G.C.TO PROTECT THROUGHOUT CONSTRUCTION. CONSTRUCTION.ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE COMMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. Lids EXISTING TENANT DUCTWORK TO BE REMOVED IN ITS ENTIRETY BY G.C.SEE MECHANICAL DRAWINGS LIDS GENESCO INC. FOR MORE INFO. 6. G.C.SHALL FIELD VERIFY EXACT SCOPE OF DEMOLITION REQUIRED WITH THE 7555WO0DL4NDDRIVE TENANT PRIOR TO BIDDING AND CONSTRUCTION. INDIANAPOLIS.IN 46278 10 EXISTING ACT CEILING TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. LOCATION: 7. G.C.SHALL FIELD VERIFY ALL CLEARANCE HEIGHTS TO EXISTING CEILING AND ABOVE EXISTING CEILING. IF A CONFLICT EXISTS WITH NEW DESIGN CEILING,HVAC, SQUARE MALL 11 EXISTING SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR NEW ACT CEILING LAYOUT. SPRINKLER,ETC.,CONTRACT THE DESIGNER IMMEDIATELY. WASHINGTON GTONSPAC # 9585 SW WASHINGTON SQ-ROAD 12 EXISTING MALL DUCTWORK TO REMAIN.G.C.TO PROTECT THROUGHOUT CONSTRUCTION. 8. CONCRETE PATCHING:WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR PORTLAND,OR,97223 INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS LIDS#5665 13 EXISTING LINE OF STOREFRONT SOFFIT ABOVE AT 9'-10 7/16"A.F.F.TO BE REMOVED IN ITS ENTIRETY, WITH SOIL TREATMENT AT DISTURBED AREAS,4"CRUSHED ROCK SUBGRADE,6 MIL G.C.TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT.VERIFY 14 EXISTING LINE OF MALL BULKHEAD TO REMAIN. LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. PROJECT INFORMATION: 10. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE PROJECT NUMBER:2000-17 ' 15 EXISTING FAUX DUCTWORK TO BE REMOVED IN THEIR ENTIRETY.G.C.TO PATCH AND REPAIR ADJACENT DRAWN BY: RR REVIEWED BY:WLS SURFACES AFTER REMOVAL. n EXISTING CAMERAS TO BE REMOVED IN THEIR ENTIRETY.G.C.TO RETURN ALL WIRES BACK TO I I SOURCE,TYP. 17 EXISTING ROLLING GRILLE AND ASSOCIATED STRUCTURE TO BE REMOVED IN ITS ENTIRETY, TITLE: 1a EXISTING WATER HEATER TO BE REMOVED.G.C.TO RETURN ALL WIRES BACK TO SOURCE. 1s EXISTING SPEAKERS TO BE REMOVED IN THEIR ENTIRETY.G.C.TO RETURN ALL WIRES BACK TO DEMOLITION REFLECTED E SOURCE,TYP. CEILING PLAN 20 EXISTING MALL ATRIUM SOFFIT TO REMAIN.G.C.TO PROTECT THROUGHOUT CONSTRUCTION. I 21 1 EXISTING WATER METER TO BE REMOVED IN ITS ENTIRETY. SHEET NUMBER: 2z EXISTING DIFFUSERS TO BE REMOVED IN THEIR ENTIRETY. 23 EXISTING ACCESS PANEL TO BE REMOVED. D2 . 0 EXISTING GYP.BD.CEILING TO BE REMOVED IN ITS ENTIRETY.G.C.TO PATCH AND REPAIR ADJACENT 24 SURFACES AFTER REMOVAL. I S A 0 0 S A R G E \ T I ARCHITECTS 44'-5112"LEASE LINE i/' 28'-4318" .• 15'-9112" 3p4,57 4 61 FROM ROAD PAR-I 101 I STOCK ROOM I ' ADJACENT TENANT I -I 100 I SALES AREA 1 9 7 3. 2 5 3 . 9 3MUS , ]9 3 7 T E L 6' 11112" -.-- 36'4114" ,A 973 . 253 . 9390 FAX 005.0', 34'-11114" i 21-111!4" / WWW . SARGARCH . COM DIMENSION OF BLOCKING i---1-- 9 � 9 - 23 8 20 O ' :\..,A6.0..) CONSULTANT •' -\- ® O m ® r - -----� (ENGINEER): ^- TELE - - =r ---- L -r--- - - -i- LU _________________J__ .. ---- s Z �� 4 w 26 mi L IIII I I / _� I -- I� I '111 .i El ID , , 1 0 J,1'-5" 1:1 -1.-14 tt 16 , ' 28 1.- I °Q I r 11/ 1!2" • 14,j 1I4" �-,-^ 1-9" ..1'.-8 314 �, I 18 I I ® i � - -1_ _I _ 16 41 I poi „1O J__. i ill " _74, , 6.7) __ 1 Cli , .-- -$- . 0 .1, -1 / ____ , i et., f--- F- e 1 rI 30 20 15 I0_, ,c 1 +, Iy / 1 r�! /' a .\.) � H zci- _ _ �1 4 / 3 •• • ARCHITECTURAL SEAL: ? 1131 . I ;1 . o Ill - - _ 411 r A1.1 111 12 /// s• A1.1 / J \-2S,D Ake //00 _,..-lir , ../ ©)iik El ,j,* ..", 1 , ,,_ s 32 ----i- Iv- 1 • 26 \ "1111111rC) C7 '-.-- 111 Ak „ ..... , . � , Q.) 6 ,,-.' 07 CI A5.0 // / / MI Ak , G 25 - I I -- glili - �" i -'- ` r 6 LI: A5.0 A5.0 10 // © / 2 .': ' r �, 4 / // SOF a 4 21 I102 TOILET ROOM I 1 ' y i' 1 13N 'i `o / I I I . , A5.0 r � / \ ' / , , 0 1111 El 1'-5" I ' / CONTRACTOR'S UR'S NUTES:O ' Qy Il II-- 't / �'i' OJ00 7,7 �` WRITTEN DIMENSIONS HOLD PREFERENCE L lti -] Jam, + I .4 + ,r i�-� �.� I // -'�' aG 0' OVER SCALED DIMENSIONS.DO NOT SCALE _ i'i' G13‘4C9\5 N' THE DRAWINGS.THE CONTRACTORS MUST _ - - - _ -- ._L_ --\-_\-- _ - - - ��' _* �j1. VISIT JOB SITE TO VERIFY ALL EXISTING - - - r'� 5� CONDITIONS AND DIMENSIONS BEFORE I ))\'‘\' �� SUBMITTING BIDS.REPORT ANY O 14 DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT " 18'-2 314" / 2'11" / NG AND BEF REDISCREPANCTES S ART OF DURING CONSTRUCTION.PROCESS DIMENSION OF BLOCKING CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE ADJACENT TENANT I 1100 1 SALES AREA PLANS AND THE EXISTING CONDITIONS. 27'-8112"LEASE LINE -76"LEASE LII f ® DATE ISSUE 08/18/17 L.L.REVIEW AND PERMIT 1 CONSTRUCTION PLAN A2.0 SCALE: 114"=1'-0" GENERAL NOTES I I SYMBOL LEGEND II KEY NOTES 1. G.C. TO VERIFY THAT ALL DEMISING WALLS HAVE BOTH STUDS AND DRYWALL TO UNDERSIDE OF 7. ALL INTERIOR FINISHES TO BE CLASS 2 OR BETTER. G.C.TO SLAB CUT EXISTING CONCRETE SLAB FOR NEW CASHWRAP CONDUIT.G.C.TO PATCH AND REPAIR AS REQUIRED. DECK ABOVE. IF NOT, G.C. SHALL INCLUDE THE COST OF EXTENDING THE STUDS AND/OR LI SEE SHEET E1,1 FOR MORE INFO. 20 G.C.TO INSTALL BLOCKING/STRAPPING FOR SLATWALL INSTALLATION. DRYWALL TO THE LANDLORD'S DECK WITHIN THE BID--WALL SHALL HAVE A MIN. 1 HR. FIRE 8. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACEA EXISTING DOOR TO REMAIN RATING. OF GYPSUM BOARD UNLESS OTHERWISE NOTED. CONSTRUCTION BARRICADE BY TENANT,G.C.IN ACCORDANCE WITH MALL CRITERIA.COORDINATE WITH MALL OPERATIONS 2 LINE OF NEW STOREFRONT SIGN ABOVE PROVIDED AND INSTALLED BY SIGN VENDOR 21 MANAGER. PROTECT ALL MALL FINISHES FROM DAMAGES.ANY DAMAGES THAT ACCORD ARE TO BE REPAIRED TO LIKE NEW 2. G.C. SHALL VISIT SITE TO VERIFY ALL CONDITIONS AND MEET WITH LANDLORD TO DETERMINE 9. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MOISTURE EXISTING TOILET ROOM AND TOILET ROOM FIXTURES TO REMAIN.G.C.TO CLEAN AND REFURBISH TO"LIKE NEW" CONSTRUCTION AT G.G.COST.ANY GRAPHICS"COMING SOON"BY OWNER. EXTENT OF L.L. WORK AND/OR WORK THAT L.L. IS ASKING G.C. TO PERFORM AT TENANT RESISTANT WOOD. 3 CONDITIONS AND VERIFY IN WORKING CONDITION. EXPENSE. ADD TO BID PRICE. NO EXTRAS SHALL BE HONORED FOR ITEMS NOT ACCOUNTED i r1 22 NEW T-STAT LOCATION.(MODLE:TME-AVU).CENTERLINE AT 48"AFF MAX.SEE MECHANICAL SHEETS FOR MORE INFORMATION. FOR DUE TO LACK OF FIELD VISIT. ALL DEMOLITION WORK TO ACCOMMODATE NEW 10. ALL WALL CONSTRUCION FACING INTERIOR OF RESTROOMS MUST UTILIZE MOISTURE 4 OUTLINE OF CUSTOM EMBROIDERY TABLE.FIXTURE TO BE PROVIDED BY FIXTURE VENDOR AND INSTALLED BY G.C.SEE CONSTRUCTION MUST BE INCLUDED IN BID PRICE. RESISTANT GYP BD. NEW DOOR FIXTURE PLAN FOR MORE INFORMATION. 23 NEW QUAD OUTLET FOR TELEPHONE/ROUTER @ 54"A.F.F. 3. G.C. SHALL MAINTAIN PROPER EGRESS AT ALL TIMES DURING STORE CONSTRUCTION. 11. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN 5 NEW STOREFRONT GLAZING SYSTEM.SEE SHEET A6.0 FOR MORE INFO. ACCORDANCE WITH STATE & LOCAL CODES AND APPROVED BY OWNDER FOR DESIGN. • 24 DASHED LINE OF NEW SOFFIT ABOVE @ 7'-2" 4. THE FIRE BEHAVIOR CHARACTERISTICS OF ALL INTERIOR WALL, FLOOR AND CEIILNG FINISHES n NEW ENTRY GLASS DOORS. SEE SHEET A1.1 &A6.0 FOR MORE INFO. SHALL BE FURNISHED BY THE TENANT TO THE G.C. AND MAINTAINED AT THE JOBSITE. 12. PROVIDE 5/8" FRT PLYWOOD BLOCKING IN ALL AREAS WHERE THERE IS WALL MOUNTED EQUIPMENT. �� NEW PARTITION WALL OUTLINE OF NEW CASHWRAP FIXTURE.CASHWRAP TO BE PROVIDE BY FIXTURE VENDOR AND INSTALLED BY G.C.SEE 25 EXISTING DOORS&FRAME TO REMAIN TO BE REFURBISH AND PAINT AS SCHEDULED,HARDWARE TO BE REPAIRED AS REQ'D. 7 5. ALL WOOD BLOCKING (WHEN APPLICABLE) EMPLOYED IN CONJUNCTION WITH STOREFRONT FIXTURE PLAN FOR MORE INFORMATION. WORK SHALL BE KILN-DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT 13. G.C. TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE CODES AND 25 EXISTING REMOTE WATER METER TO REMAIN.G.C.TO MODIFY AS REQUIRED. TREATMENT. SHALL COORDINATE LOCATION WITH FIRE MARSHALL. E LOCATION OF NEW ELECTRICAL EQUIPMENT.SEE ELECTRICAL DRAWINGS FOR MORE INFO. PROJECT NAME: EXISTING PARTITION WALL TO REMAIN 6. NON-COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE TREATED WOOD ONLY. 14. ALL DOORS TO BE KEYLESS IN DIRECTION OF EMERGENCY EGRESS AND SHALLNEW TELEPHONE BACKER BOARD.24"X 30"X 3/4"PLYWOOD INSTALL @ 60"A.F.F.EXISTING TELEPHONE/DATA SERVICE TO 27 EXISTING TOILET ROOM GRAB BARS TO REMAIN.G.C.TO CLEAN AND REFURBISH AS REQ'D. Lids REQUIRE NO SPECIAL KNOWLEDGE OR TOOLS TO OPERATE. Q BE REMOVED AND RELOCATED TO NEW LOCATION. SEE SHEET A2.0 AND E1.1 FOR NEW LOCATIONS. G.C.TO RUN NEW CONDUIT AND LOW VOLTAGE WIRES TO NEW LOCATIONS AS REQUIRED AND VERIFY PHONE AND DATA SYSTEM IS IN WORKING ORDER PRIOR TO TURNING OVER STORE TO LIDS. 28 GC TO PROVIDE&INSTALL(3)SURFACE MOUNTED STANDARDS @ 2'-0"O.C.WI(2)WHITE LAMINATE SHELVING AND HARDWARE LIDS GENESCO INC. 7555 WOODLAND DRIVE 14 DASHED LINE INDICATES NEW GYP,BOARD SOFFIT ABOVE AT 12'-0 112"A.F.F. QUAD FOR AUDIO SYSTEM @ 54"A.F.F. INDIANIPOLIS.IN45278 29 n G.C.TO PATCH AND REPAIR ANY DAMAGED ADJACENT FLOORING OR TRANSITION CAUSED BY INSTALLATION OF NEW LOCATION: I I SALES FLOOR. 30 5'-0"BY 2'-0"WALL MOUNTED,LAMINATED WHITE FORMICA COUNTER TOP W/(2)2"DIAMETER LEGS TOP OF COUNTER TO BE AT 34" PROVIDE SMOOTH AND LEVEL TRANSITION FROM TENANT FLOORING SURFACE TO MALL COMMON FLOORING FLOORING SURFACE A.F.F. WASHINGTONPSQUARE MALL 12 SPACE#A13 COORDINATE REQUIRE TRANSOM STRIP WITH MALL OPERATIONS AS REQUIRED. REFER TO SHEET A5.0 I I ALL DATA CONNECTIONS TO TERMINATE AT DESK. 9585 SW WASHINGTON SO- ROAD PORTLAND,OR,97223 13 PROVIDE SMOOTH AND LEVEL TRANSITION FROM HARD SURFACE FLOORING TO EXISTING FLOORING.REFER TO SHEET LIDS#5665 A5.0. 32 QUAD OUTLET FOR SECURITY SYSTEM @ 43"A.F,F. 14 LEASE LINE. G.C. TO CONFIRM LOCATION WITH MALL OPS. 33 DUPLEX OUTLET @ 18"AFF.SEE ELECTRICAL DRAWINGS FOR MORE INFO. PROJECT INFORMATION: APPROXIMATE LOCATION ELECTRICAL STUB UP FOR 4 PLEX ELECTRICAL OUTLETS TO BE MOUNTED IN CASHWRAP AND PROJECT NUMBER'2000-17 15 BACKWRAP BY ELECTRICAL CONTRACTOR.(VIE.) DRAWN BY: AN REVIEWED BY:VVLS APPROXIMATE LOCATION COMMUNICATIONS STUB UP FOR PHONE/DATA LINES TO CASH REGISTER/CREDIT CARD I NOTE: ONCE CASHWRAP AND EMBROIDERY TABLE ARE SET IN PLACE G.C.IS TO CONTACT VIA E-MAIL STEVE WENDT PHONE(CFCI)-OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT.G.C.IS RESPONSIBLE FOR RUNNING THE 2" (STEVE.WENDT@LUDS.COM,ERIC KETTERER(ERIC.KETTERER@LIDS.COM AND DAVID MILLER 16 CONDUIT WITH A PULL STRING FROM CASHWRAP TO THE PHONE BOARD.G.C.IS TO CALL DAVE MILLER @ DIVERSENET (DMILLER@DIVERSENETINC.COM)TO STATE AS SUCH,AT THIS POINT A TIME AND DATE WILL BE ESTABLISHED FOR A (317.508.0322)ONCE CASHWRAP IS SET IN PLACE. DIVERSENET IS RESPONSIBLE FOR RUNNING CAT 5 AND INSTALLING TECHNICIAN TO COME OUT TO RUN AND INSTALL ALL DATA. JACKS NEEDED IN CASHWRAP.(V.I.F.) TITLE: H 20 AMP ELECTRICAL OUTLET FOR EMBROIDERY STATION.ELECTRICAL CONTRACTOR TO INSTALL CONSTRUCTION PLAN, KEYED 4 PLAX AT PER DIMENSIONED LOCATION ON PLAN.RE:ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS. NOTES AND DETAILS 17, FIRE EXTINGUISHER(CFC/),4A-60BC-10 LB DR-CHEM TYPE WITH WALL MOUNT BRACKET(48"MAX HT TO TOP)-PROVIDE FR WALL BLOCKING-EXTINGUISHER SHALL BE IN COMPLIANCE WITH NEPA 10 AND SHALL BE DISTRIBUTED IN ACCORDANCE WITH APPENDIX E.CONFIRM NUMBER OF EXTINGUISHERS TO BE INSTALLED. SHEET NUMBER: 19 SECURITY SYSTEM BY CHECKPOINT SYSTEMS, INC-G.C.TO PROVIDE ELECTRICAL CONDUIT TO STOREFRONT AND 4 PLEX OUTLET BOX FOR SECURITY SYSTEM AT 54"A.F.F. I PARTITION TYPES . S A G.C. TO VERIFY EXISTING DEMISING WALL GOES TO DECK AND IS FIRE TAPED AND CAULKED TO MAINTAIN 1 HR REQUIRED FIRE RATING, AND PROVIDE GYP. BD. AND METAL STUDS IF WALL IS NOT 1 HR RATED I — �.— — —6v•— S A R G E fV T ARCHITECTS il zc, r\_ • 's. ° 4 6 1 FROM ROAD NEW SALES ACT CLG 12'-6 112"A.F.F. P A R A M U S , NJ 0 7 6 5 2 LNEW SALES ACT CLG 12'-0 112" NEW SALES ACT CLG 12'-O 112" 9 7 3 . 2 5 3 9 3 9 3 T E L ° A.F.F. OR 12'-6 1/2"A.F.F. SEE RCP ° A.F.F. OR 12'-6 112"A.F.F. SEE RCP 3 518" METAL STUDS 16" FROM SLAB TO 12" 9 7 3 2 5 3 9 3 9 0 F A X —EXISTING METAL STUD FRAMING FROM 1 ABOVE ADJACENT CEILING. G.C. TO LATERALLY BRACE AS REQUIRED. WWW . SARGARCH . 00M SLAB TO DECK ABOVE- G.C. TO PROVIDE, INSTALL STUDS UP TO DECK AND - 3-518" METAL STUDS C 16" FROM SLAB TO —518"GYPSUM BOARD FROM EXISTING UP TO 6" CONSULTANT TAPE & SPACKLE FOR 1 HR FIRE RATING 12"ABOVE ADJACENT CEILING. G.C. TO -0-_______ ____ _____L ° ABOVE ADJACENT CEILING ON SALES AREA SIDE (ENGINEER): IF NOT ALREADY EXISTING. !f LATERALLY BRACE AS REQUIRED. NEW SALES GYP. BD. --•1A�— —' 518" GYPSUM BOARD FROM SLAB UP TO 6" SOFFIT - 7'-2"A.F.F. j ABOVE ACT CEILING / i518GYPSUM BOARD FROM SLABUP TO 6" ABOVE ACT CEILING / EXISTING METAL STUDS / 3 518' METAL STUDS 16" FROM 3-5/8" METAL STUDS 16" FROM / SLAB TO 12"ABOVE ADJACENT SLAB TO 12"ABOVE ADJACENT / ° CEILING. G.C. TO LATERALLY BRACE ° ° j EXISTING METAL STUDS STOCK AREA -° SALES AREA CEILING. G.C. TO LATERALLY BRACE AS REQUIRED. AS REQUIRED. l EXISTING GYPSUM BOARD FROM SLAB 5/8"GYPSUM BOARD FROM SLAB / + N /TO DECK ABOVE - G.C. TO PROVIDE, i UP TO 6"ABOVE ADJACENT CEILING i EXISTING GYP. BD. / / / ---�518" GYPSUM BOARD FROM - - EXISTING GYP. BD. / + ` �� INSTALL GYP. BD. UP TO DECK , - 5/8"GYPSUM BOARD FROM SLAB SLAB UP TO GYP. BD. CLG. TAPE & SPACKLE FOR 1 HR FIRE RATING - UP TO 6"ABOVE ACT CEILING - IF NOT ALREADY EXISTING TOILET ROOM STOCK AREA TOILET ROOM % SALES AREA / Lm,�, r , . , r , . , 12'-0 1/2"AFF OR 12'-6 112"AFF / /++ + + U.S, OF ACT CEILING ARCHITECTURAL SEAL: FINISH FLOOR :° FINISH FLOOR FINISH FLOOR FINISH FLOOR FINISH FLOOR / FINISH FLOOR \ SEEA3.0F0RACTCEILINGHEIGHT D ARe / ,...__,- -4°- . EXISTING DEMISING WALL NEW PATITION WALL NEW PARTITION WALL z0- NEW PARTITION WALL EXIST. PARTITION WALL EXIST. PARTITION WALL //// 516"GYP.BD.OVER 3.518"18GA METAL L ROI f FRAMING @ 16"O.C.PAINTED A<ph 41 e r .Ni / + //7 ''i> C.P __ + +4, 7'-2"AFF dill DOOR ELEVATIONS U.S. OF GYP. BD. SOFFIT CON I RAC: I OI-Z'S NOTES: / / • WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS.DO NOT SCALE / 6"WIDE 314„FRT PLYWOOD WOOD BLOCKING BY G.C. THE DRAWINGS.THE CONTRACTORS MUST / • VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.REPORT ANY / DISCREPANCIES OF ANY CONDITIONS WHICH 1 MAY INTERFERE WITH THE PROPER 3'-0” Y 3'-0" L / TENANTS REPRESENTATIVE.REPORT I _ I EXECUTION OF,THE CONTRACT TO THE /\ ` SALES/STOCK WALL DISCREPANCIES DURING BIDDING PROCESS / AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED / \ Alk /.// FOR ISSUES ARISING FROM THE FIELD Al 1 CONDIT1OR CONFLICTS BETWEEN THE / \ / V'I'E' '• PLANS ANDND THE EXISTING CONDITIONS. ./('./(' 3'-0" x 1 i " / \ I _ � — \ � SHELVING PROVIDED BY FIXTURE VENDOR AND INSTALLED BY G.C• . / \ WELD METAL \ \ / SEE FIXTURE CUT SHEETS FOR MORE INFO. / \ FRAME \ \ / / \ N N / \ N e N / .• /j/ ® DATE ISSUE \ \ 08/18/17 L L-REVIEW AND PERMIT \ / E \ \ <L • \ [ ] / / / / \ - / / � / � 0 �0 / / / 0'-0"AFF M 518"TYPE'X'GYP.BD.OVER 3 518"18GA \ / / / 1-5 112" METAL STUDS @ 16"O.C.ALL SIDES, FIN. FLOOR N / / / or / !,- .,, - . .-1:>.,-; _. . S A S A R G E IVT I ARCHITECTS 4 6 1 FROM ROAD P A R A M U S , N .) 0 7 6 5 2 COUNT AREA 973 . 253 . 9393 TEL 9 7 3 . 2 5 3 , 9 3 9 0 FAX WALL - 765 SALES 691 SQ. FT. WWW . S A R G A R C H . C O M FLOOR - 102 STOCK 90 SQ. FT. CONSULTANT TOTAL 867 TOILET 61 SQ. FT. (ENGINEER): TOTAL SQ.FT. 842 SQ.FT. 0 ill , 44'-51/2"LEASE LINE 28'-4 3/8" 15-91/2" 3,,3" 1 101 I STOCK ROOM I ADJACENT TENANT I 100 SALES AREA A87.0 9103!4' a's" 1s'-6u2" ARCHITECTURAL SEAL: __ 1 �" 1 4" i, 2'-61/2" f 6-11 1/2" 4'-1 3/4" 4" 4'-1 3/4" 31! " 8'-3" �, 1'-1' 4.231 1,,,2:314* 5 -231a 9 \ D SLATWALL 66 FACINGS 66 FACINGS 66 FACINGS �Fp,GINGS 6sVN,G‘NG ' bbFp,G1NG �rS `�f: llerc - - - - - - - t - - I \z ~• �aitiP ^ I I I .1 x,F .,L u 4 J-` ! W LW ROG ' % - I 1 • L+� . I irlEV _j 'I" ."11' 1 1 -II : w i [L 1 I f?..�+� i SFX-02> _1..__/,' { -L. i r ,OW� � 0 1 I _ , \ r j , SFX 02> I FX-02 11% -SFX 02� DEQ-05� - I `i X� <FX-04 4 Q-04 FX-07 I I i L i {� 1,\.\\ NI,,. -, "\L NABOVE 1C1 ( * , -- _ X3wQciD1yEQO6.tokB.� yr . t, A8.1 2'-5114" :i I 1 r ..i- 118 A � `l 7 \ _dL 1 f ��_ 18 �" FACINGS - — — - - - \--4 4 r 1 �Clk J L . - — ` -+ r I t_ . J lull 3'-0314° , 1 -2314 ACINGS >« ,,, CONTRACTOR'S NOTES: 0-06k __ i T `'� <FX-06> �r -,...7 --_-_,,i_-.-- ,f I FACINGS X-06 '� c' 0 i i I G.C.PROVIDED 1�1 c) _ I 1 I I< 1....___ , -Milik __�' MIRRORS ALL __ �' _ _ _ __ I * \ \ WRITTEN DIMENSIONS HOLD PREFERENCE 0Lu \ EQ-07 f SIDES // �� ! / OVER SCALED DIMENSIONS.DO NOT SCALE z x < B / I l # THE DRAWINGS.THE CONTRACTORS MUST I 1 L,�� E402. c I� • VISIT JOB SfTE TO VERIFY ALL EXISTING J O 1190\sikott, `i 1 \� Y , , I // SUBMITTING Nos. IEPORO BEFORE V DISCREPANCIES OF ANY CONDITIONS WHICH (� II - ) MAY INTERFERE WITH THE PROPER f I I FX-05> 1 •/$ *-4- / EXECUTION OF,THE CONTRACT TO THE I N Q 1 _ I_ C �. . I, - // TENANTS REPRESENTATIVE,REPORT € ——— g - ♦ DISCREPANCIES DURING BIDDING PROCESS _ I EQ 07 ��X 03� ' , AND BEFORE START OF CONSTRUCTION, `"' (1�ABOVECHANGE fes_ z ��/ o ' ~ ' / �/ / FOR ISSUES ORDERS RSINGILL NOT BE FROM THE AFIPPROVED I CI') ' / , FX-09 CONDITIONS OR CONFLICTS BETWEEN THE OII�ETROOM: / 0 _ 1$f]FT f` z I / ,, (� PLANS AND THE EXISTING CONDITIONS. 1 r A ��, `'' ` LI SALES AREA X 01• \. 102 TOILET ROOM 1DEQ-03 48 691 SOFT �\ 1 �.`I /t 4)ABOVE FACINGS r7 \1 I\ �EQ 05> 00 Lr` KFX-02> <FX-02> X3- SFX-02> <FX02> L �''"Inv J I I I I —� �G�J�S�1, _,L1 __,,,,,7 %I 7 1 1 .- ')> /� DATE ISSUE 4'-1 3!4' 4'1 3I4" �� , 4'-1 314" L4'-1 314" ^ 08/18/17 L.L.REVIEW AND PERMIT 66 FACINGS 66 FACINGS 66 FACINGS 66 FACINGS 1 2A A8.1 ADJACENT TENANT i 100 SALES AREA f 27'-8 1/2"LEASE LINE j6'LEASE LINE PROJECT NAME: Lids LIDS GENESCO INC, 7555 WOODLAND DRIVE INDIANAPOLIS,IN 46278 1 FIXTURE AND EGRESS PLAN LOCATION: A1.0 SCALE 114"=1'-0" WASHINGTON SQUARE MALL SPACE#A13 FIXTURE SCHEDULE ll FIXTURE SCHEDULE N 9585 SW WASHINGTON SQ.ROAD PORTLAND,OR,97223 LIDS#5665 KEY DESCRIPTION QTY. REMARKS KEY DESCRIPTION QTY. REMARKS CSX-01A) CABLE FEATURE FIXTURE 2 SHELVES 1 z <EQ-02> CUSTOMIZATION SCREEN 1 MANUFACTURER:NEC,MODEL:V323-2.COORDINATE FX-07 PROJECT INFORMATION: <FX-01 B> CABLE FEATURE FIXTURE 5 SHELVES 1 2CI) <EQ-03> BACK WALL LIGHT BOXES 4 PROJECT NUMBER:2000-17 CI_ LLI DRAWN BY: AN REVIEWED BY,WLS <FX-02> WALL BAY 9 DETAILS PROVIDED BY FIXTURE VENDOR :D <EQ-04> POS LIGHT BOX 1 SIZE TO COORDINATE WITH SURROUNDING FIXTURES I— W <FX-03> CAPACITY FIXTURE 1 _IX <EQ-05> STOREFRONT LIGHT BOX 2 w <u_ <FX-04> 2 ROWS OF ELEVATED WALL BAY 1 DETAILS PROVIDED BY FIXTURE VENDOR w <EQ-06> NEW POS EQUIPMENT 2 NEW LI <FX-05> BACK WALL SHELVING 1 DETAILS PROVIDED BY FIXTURE VENDOR CC') <EQ-07> 42"MONITOR W/THIS BEZEL 1 LII 0-06A> SHORT FEATURE FIXTURE 1 (3) SURFACE MOUNTED STANDARDS @ 2'-0"O.C.W/(2) Q 1 PROVIDED!ASSEMBLED/INSTALLED BY G.C.QUANTITY SUBJECT TO CHANGE. TITLE: 1X-06B> MEDIUM FEATURE FIXTURE 1 B WHITE LAMINATE SHELVING AND HARDWARE FIXTURE PLAN AND CASEWORK SLATWALL PANELS 18'-8" PROVIDED BY FIXTURE MANUFACTURER AND ASSEMBLED/INSTALLED BY G.C.QUANTITY IS SUBJECT TO CHANGE. EGRESS PATH Q 0-06C> TALL FEATURE FIXTURE 1 rn NEW 6'-0"BY 7-0"WALL MOUNTED WITH LAMINATED SFX 07> CUSTOMIZATION FIXTURE 1 < D > WHITE FORMICA COUNTER TOP W/(2)2"DIAMETER 1 PROVIDED/ASSEMBLED/INSTALLED BY G.C.QUANTITY SUBJECT TO CHANGE. KFX-08> CASHWRAP 1 LEGS.TOP OF COUNTER TO BE AT 34"AF.F. SHEET NUMBER: <FX-09> STOREFRONT SIGNAGE 1 NOTE:TENANT'S G.C.IS RESPONSIBLE FOR INSTALLATION OF TENANT PROVIDED SAFE 8 SECURITY MIRRORS. G.C.TO CONFIRM LOCATIONS WITH DISTRICT MANAGER PRIOR TO INSTALLATION.TENANTS G.C.TO REFER INSTALLATION INSTRUCTIONS FROM SUPPLIER FOR ALL FIXTURES.WOOD FIXTURES ARE REQUIRED TO HAVE MINIMUM CLASS'A'FLAME SPREAD. F G.C.TO PROVIDE PORTABLE FIRE EXTINGUISHER(S)OF THE CORRECT CAPACITY AND RATING AS REQUIRED BY NFPA#10. FIRE EXTINGUISHERS SHALL BEAR CURRENT STATE FIRE MARSHALL SERVICE TAG,SHALL BE MOUNTED IN A VISIBLE LOCATION WITHIN A 75'WALKING DISTANCE FROM ANY POINT IN SPACE,AND SHALL HAVE AT LEAST A'2A-10BC'RATING.G.C.SHALL VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION A2 .0 NUMBER AND LOCATION OF EXTINGUISHERS REQUIRED AND SHALL SUPPLY SAME AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. EXTINGUISHERS SHALL BE J.L. INDUSTRIES MODEL#COSMIC 5E 5LB,CAPACITY MULTI-PURPOSE CHEMICAL EXTINGUISHER WITH WALL BRACKET(S)MODEL#M6-818 OR APPROVED EQUAL. S A SARG E INTI ARCHITECTS 4 5 1 FROM ROAD P A R A M U S , NJ 0 7 6 5 2 9 7 3 . 2 5 3 . 9 3 9 3 T E L 9 7 3 . 2 5 3 . 9 3 9 0 F A X WWW . S A R G A R C H . C O M CONSULTANT (ENGINEER): 410 41110 44'-5112"LEASE LINE 6" 28'43/8" 15'-91/2" 3 ' " 101 1 STOCK ROOM ADJACENT TENANT I 100 1 SALES AREA 100 1 SALES AREA 1 ACT-04 112'-0"A.F.F. IILLWORKFIXTI 11'-611271/4.F.F. TACT-01 B1 12'- 0 112" 1 © I IV A3-1 11 10 8 il /-I .,- 1 -2 13 -- 10 . 16 8 © II f 1 / ARCHITECTURAL SEAL: Z, ./1 - - - - - - 1 ,..: v � „,s” Lu }Ft ' [ � 1_2,13• I I• !.'-11" 1r-0" 4'-O" 4'-0'll 1 5. 4'_0.. 4 If �' 1" cv w Rab ' - cit/i 1 }1 I X3 .�I� .l7� I +'Z' I r 1��1 `p b' FIB 0-1 z E+1:1.."::::-'1.8-41:-.6.111°1•11:1- '� �S.NJ �r 1 ri,1 _._ r�l, FIB 1 F19 FIB I '1B I 31 w LLI 02.4 , _ t , ,, , 3,,_, _ 4 1 11 (� (''\"; - o Ir- 1 1I •+ ' I' ---'1 ----+—--�-j - --O '-1 ; FIB FIB FIB c9 : �, ry a III cD r/ ,� i 1 �1 I 1 O I J r / FIB w62 ,,,,.„A Z I �� ' `1-- -_-j LT-C1P _rel - - -� CONTRAC;1 OR'S NOTES: 2' I I I!I!f 111 p w 'i` I I ! I ._ Try-, ��i,� H ® , I ® ® O WRITTEN DIMENSIONS HOLD PREFERENCE ` ?ECE M1�SFEAI 11" L 1 / I aECES$F➢. L SPEW " ,< F76 OVER SCALED DIMENSIONS.DO NOT SCALE O -T FIB FIB F16 / U I - -....____.2:.,,t� A "� T THE DRAWINGS THE CONTRACTORS MUS VISIT JOB SITE TO VERIFY ALL EXISTING ;4- o J L G .. _� - - - -- - --�---- -- 5,• - ._ .----- 1� �' 7,'Sj'\hi, •• qOF DISPLAY CONDITIONS 4. O DITI SUBMITTING DIMENSIONS BEFORE w Q F14 y —� 1 O WINDOWANY 2 I 1 1, 4'-O" ,,,o - DISCREPANCIES OF ANY CONDITIONS WHICH ' 1 I - --- - ---- -- • MAY INTERFERE WITH THE PROPER X2 EXECUTION OF,THE CONTRACT TO THE o�"�` J m I F2 . 100 1 SOFFIT TENANT'S REPRESENTATIVE.REPORT H k,..7 iv * FlN I IDISCREPANCIES DURING BIDDING PROCESS ' I7 GYP. B D.1 12'- 0 112" AND BEFORE START OF CONSTRUCTION. 18 - 2'-1 1' L U 4'-V" 7(,--•-•.._, 4'-Cf' S'-4' �' CHANGE ORDERS WILL NOT BE APPROVED r,' {�' © FOR ISSUES ARISING FROM THE FIELD Z N.-- isi.: ri 'Jim I 1B �� CONDITIONS OR CONFLICTS BETWEEN THE 102 I TOILET ROOM r F'ti] F1W / F1W FIW FM \ min PLANS AND THE EXISTING CONDITIONS. EXIST. I 7'-10114" 1 I I �o �. �. `•'�!' V Eli I , ;41 / / I t6 4141/4, II � lc' ii c)1 OF DISPLAY 5� 1 L= _ _ _ J WINDOWji 1 GO \\C' 19 ' \ 20 F ® ii in 6 8 - \ 10 0 -8 I �� - . ® DATU ISSUE 08/18/17 L.L.REVIEW AND PERMIT ADJACENT TENANT 100 1 SALES AREA ACT-01 11Z-61/2"A.F.F. 2T-8112"LEASE LINE 2--6''LEASE LINE PROJECT NAME: 1 REFLECTED CEILING PLAN A3.0 SCALE: 114"=1'-0" Lids CO INC. GENES CO LIGHTING FIXTURE SCHEDULE KEY NOTES 7DLIDS IANAPOlSNDORNE aGENES IN aeras LOCATION: SYMBOL MANUFACTURER & VOLTS/ LAMP FINISH QTY. DESCRIPTION SYMBOL MANUFACTURER& VOLTS/ LAMP FINISH QTY. DESCRIPTION 1D NEW RECESSED DOWN LIGHTS PROVIDED BY LIGHTING VENDOR& INSTALLED BY G.C., TYP. 12 APPROXIMATE LOCATION OF NEW VAV ABOVE. SEE MECHANICAL DRAWINGS FOR MORE WASHINGTON SQUARE MALL CATALOG NUMBER WATTS CATALOG NUMBER WATTS INFO. SPACE#A13 EXIT - EMERGENCY EXIT LIGHT � NEW MILLWORK CLOUD FIXTURE TO BE HUNG FROM STRUCTURE ABOVE WITH 12GA 9585 SW WASHINGTON SQ. ROAD COPPER LIGHTING SURE-CITES I ` I NEW STOREFRONT SIGN SUPPLIED AND INSTALLED BY SIGN VENDOR SEMI-RECESSED LED TWO HEAD C p LEM W/ BATTERY BACKUP 120 INCL. WHITE 3 SURFACE MOUNTED, REFER TO ' ' 13 WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. PORTLAND.OR,97223 001 POWERSECURE/SOLAIS LIDS#5665 34W LED 17 ADJUSTABLE ACCENT LIGHT, BLACK X3 ELECTRICAL F 1 B XSR12/Xm20/25m130v/1450/BK/BK FINISHES, 25 DEG BEAM OPTICS. E3 NEW GYP. BOARD SOFFIT AT 12'-0 1/2"A.F.F. UNDERSIDE TO BE PAINTED <PT-04> 14 NEW GYP. BOARD SOFFIT AT 7'-2"A.F.F. UNDERSIDE TO BE PAINTED<PT-04> ii COPPER LIGHTING-SURE-LITES EMERGENCY EXIT LIGHT WALL 1 X1 120 INCL. WHITE 3 CEILING MOUNTED, REFER TO -- STEREO SPEAKER(FAP24T) G.C. TO INSTALL RECESSED 5-1/4" CEILING SPEAKERS BY SEMI-RECESSED LED TWO HEAD AP7-R W/INTEGRAL BATTERY 4 15 NEW GYP. BOARD SOFFIT AT 7'-2"A.F.F. UNDERSIDE TO BE PAINTED <PT-05> PROJECT INFORMATION: POWERSECUREISOLAIS ELECTRICAL , ATLEAS SOUND. G.C. TO PROVIDE SPEAKER WIRING BACK THROUGH CONDUIT IN PROJECT NUMBER 2000-17 • • 34W LED 7 ADJUSTABLE ACCENT LIGHT, WHITE STOCKROOM WALL TO STUB-UPS WITH ADEQUATE LENGTH TO REACH CASH WRAP F1W I X5R121Xin20125m130�/1450/WHIWH FINISHES, 25 DEG BEAM OPTICS. COOPER LIGHTING BELOW, CONFIRM EXACT LOCATION & NUMBER OF SPEAKERS WITH LIDS 16 NEW'CUSTOM ZONE SIGN' MOUNTED TO SOFFIT, PROVIDED AND INSTALLED BY SIGN DRAWN BY: REVIEWED BY:WLS 120/277 SURFACE MOUNTED 8' CHAIN HUNG STRIP LIGHT 16.5W LED T8 WHITE 1 LOCATED IN STOCK ROOM. VENDOR. SEE 8/A3.1 FOR MORE INFO. / — • — REPRESENTATIVE. RECESSED, NOMINAL 4" DIA. SSF-132-28T8-UNV-QHE2X32-U17 NEW SURFACE MOUNTED STRIP LIGHTING PROVIDED BY LIGHTING VENDOR, INSTALLED O POWERSECUREISOLAIS 20W LED 2 LED DOWNLIGHT, SEMI-DIFFUSE 71 NEW 2X2 ACT CEILING @ 12'-0 1/2"A.F.F. BY G.C. BY G.C. F2 XR4nc/DIXm24140130KISVISV REFLECTOR AND MATCHINGZ BROAN FAN/LIGHT COMBO FLANGE. WIDE FLOOD. 120 100 WHITE 1 TOILET ROOM IF f 18 NEW 2'X4'AC CEILING @ 12' 0"AFF BY G.C. MODEL 657 u NEW 2X2 ACT CEILING @ 12'-6 1/2"A.F.F. BY G.C. RECESSED, NOMINAL 4" DIA. LED 19 EXISTING GYP. BD. CEILING @ 7'-10 1/4"A.F.F. TO REMAIN. G.C. TO CLEAN, REFURBISH, TITLE: ® POWERSECUREISOLAIS 20W LED 1 DOWNLIGHT, SEMI-DIFFUSE NOTE: 7 NEW EMERGENCY LIGHTING & EXIT LIGHTS PROVIDED BY LIGHTING VENDOR PATCH AND REPAIR. REFLECTED CEILING F2B XR4nc/D/Xm24140130KISV/BK REFLECTOR AND BLACK FLANGE. 1. ALL FLUORESCENT LAMPS SHALL BE 3500° KELVIN AND A MIN. CRI OF 82 & INSTALLED BY G.C. WIDE FLOOD. 2. ALL INTERIOR FLUORESCENT LUMINARIES (FIXTURES)THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE 20 6"WIDE 314" FRT BLOCKING IN SOFFIT FOR FIXTURE INSTALL PLAN AND KEYED SERVICED IN PLACE OR BALLASTED LUMINARIES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLASTS 8 NEW AIR DIFFUSERS AND RETURN AIR GRILLES TO BE PAINTED TO MATCH NOTES DECORATIVE WAREHOUSE THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE FIXTURE PER NEC ADJACENT CEILING FINISH BY G.C. SEE SHEET M1,0 FOR MORE INFO. ANP LIGHTING ID STYLED PENDANT. BLACK FINISHES 410.73(GH) EFFECTIVE JANUARY 1, 2008 W512-N-W-30K-RTC-BCC GRI2 11 W LED 3 WITH WIRE GRILL ACCESSORY IN 3. TESTING OF EMERGENCY LIGHTING IS REQUIRED. CALL FOR TESTING PRIOR TO FINAL INSPECTION. (TESTING MUST BE BY 9 NEW FAN/LIGHT COMBO PROVIDED BY LIGHTING VENDOR, INSTALLED BY G.C. SHEET NUMBER: LT-01A BLACK FINISH/BLACK GRILL BLACK FINISH. BLACK CORD. NOMINAL DISCONNECTING MAIN) 12" DIAMETER. *ALL LIGHT FIXTURES TO BE FURNISHED BY OWNER THROUGH CITY LIGHTING. FOR QUESTIONS, CONTACT:MIKE HOHL 10 EXISTING SPRINKLERS TO BE MODIFY HEADS PER NEW CEILING LAYOUT AS REQ. 0 ATLAS SOUND (B51-4)-4"-70V- 2 CITY LIGHTING PRODUCTS -ST. LOUIS NEW PENDANT LIGHTING MOUNTED @ 7'-0"AFF PROVIDED BY LIGHTING VENDOR, RECESSEflSEEAKER WHITE RECESSED CEILING MOUNTED VICE PRESIDENT NATIONAL ACCOUNTS 11 INSTALLED BY G.C. PHONE: 314-534-1090 COPPER LIGHTING SURE-LITES120 INCL. WHITE 2 EXIT- EMERGENCY EXIT LIGHT WALL FAX: 314-534-2810 A3 • 0 lz—X2 LEM W/ BATTERY BACKUP MOUNTED, REFER TO ELECTRICAL EMAIL: MHOHL@CITYLIGHTING.COM . MILLWORK FIXTURE MAIN BEAM S A ________ MILLWORK FIXTURE MILLWORK CLOUD FIXTURE HUNG FROM ABOVE-- ink SECURE MILLWORK —SECURE ABOVE WITH USING::T::Y::;EE ID BY VENDOR AND A3.1 FIXTURE TO WALL AIRPLANE CABLE,TYP. INSTALLED BY G.C. CEILING GRID ABOVE L @(WORKFIXNO AFF — TILE - - - A {-'� C H T E C �r 3,-0„ 461 FROM ROAD ,' I / PARAMOS , Ni 07652 973 . 253 . 9343 TEL. 1r 1; 1r 1 i I �— 9 7 3 . 2 5 3 . 9 3 9 Q FAX u '�`��f�� ' ' - ' ♦��Y��+��`/ l CO WWW . S A R G A R C H . C O M m •• "9•••9♦•••••• +•••••••••••♦,�V,1 4 11`-6 1 ,r ; toC0 00NSULTANT U.S.OF MILLWORK (ENGINEER). ...175'-0" FIXTURE -L ED i.,.:.5,,, / MILLWORK FIXTURE t 111111 co / Ifids ..... litilil #4 .' -- T �1 r� 119„� /L I iI• IIS�. `v i -LTh �//7---1 - --C --71- —1-7—-\-1 V I �J _ I 1 9'-8 112”AFF • � Q I 1 iII U.S.OF CUSTOM SIGN + ----;--- r,-)j 1lll�l / 1 I if 'II'�I ,„.. - SUSPENDED TO CEILING ABOVE WITH BLACK SIGNAGE PROVIDED AND /3,-7„ • i y • ` •- COMPASSOELITE 6"TRIM COVER �hI ARCHITECTURAL SEAL: AIRCRAFT CABLE BY G.C. INSTALLED BY SIGN VENDOR I • SIGNAGE PROVIDED 1111III 11 • COMPASSO ELITE;TRIM COVER ,� - AND INSTALLED BY 11111/III / AY-- D ARC C SIGN VENDOR. . III III `7 1111114 11111111 1 1111111111 III 111111111111111 111111111010 • r 11111 III11Igl LLI �� . i I1ilill1Iiiii11ii111111111IIIIIIl1ll q './ N, 8 SIGNAGE DETAIL 7 SOFFIT PLAN 6 INSIDE TRIM COVER 5 OUTSIDE TRIM COVER I2, CSP A3.1 SCALE 1"=1-0" A3.1 SCALE 318"=1'-O" A3.1 SCALE 1'=1-0" A3.1 SCALE 1'=1'-0" OF OV- CONTRACTOR'S NOTES: TOP FLANGE FOR ACT CONNECTION CLIP WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE TENANT'S REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED THE FIELD COLOR TO MATCH PT-03 COONOR o TIONS OR ES ARISING FROM S BETWEEN THE ' ,` PLANS AND THE EXISTING CONDITIONS. HANGER WIRE HANGER WIRE —HANGER WIRE TO STRUCTURE TO STRUCTURE I% TO STRUCTURE NY AIRPLANE CABLE MAIN BEAM AXTBC MAIN BEAM CEILING GRID ABOVE /—CROSS TEE MILLWORK FIXTURE, a FIXTURE,NO mm HANGER WIRE - CROSS TEE EE f TO STRUCTURE 4. y TILE I 6"COMPASSO ELITE TRIM • I 11104ii I 0 j e ® DATE ISSUE o m e a� e e e-a e c q].7() . � � �� - tlmrtP o m r� m m m1 . . ...§ 000700Ioo - aeomI eQpaeofei em MAIN BEAM aaD m m m1 m ■ s o o o ik. e o 08/18/17 L.L.REVIEW AND P ERMIT BOTTOM FLANGE FOR ACT 12'-0 112"AFF 12'-6 112"AFF CONNECTION CLIP U.S.OF ACT CEILINGI CO I [CROSS TEE ACOUSTICAL LAY-IN PANEL U.S.OF SECOND LOOK ACT CEILING ACOUSTICAL LAY-IN PANEL *...• * 41CT-01>'CT-01 6 I I 11'-6 112"AFF o ,,1 U.S.OF MILLWORK FIX I UE o - mI ' e 7Aa = m R 1m n o e - , 0 , �,I r.i ` 12'-0 112"AFF MILLWORK CLOUD FIXTURE HUNG FROM ACOUSTICAL LAY-IN PANEL U.S.OF ACT CEILING ABOVE USING 12GA WIRE.CLIPS PROVIDED 4'CT-01B BY VENDOR AND INSTALLED BY G.C. 4 COMPASSO ELITE TRIM COVER 3 CLASSIC TRIM FROM ACT TO PLASTIC LAMINATE 2 1 CLASSIC TRIM FROM ACT TO ACT A3.1 SCALE 1'=1'-0" A3.1 3" = 1'-0" EXISTING STEEL DECK EXISTING STRUCTURE BEAM CLIP, TYP. G.C. TO PROVIDE UNISTRUT (P1001 OR EQUIVALENT), TYP. PROJECT NAME: ----aL---A. ,ATOP/A. ilk\ �,,A 1� r` ' -\ ,-\_A /1/1./1/A,A.. -/1/._/A A A,_NA\_/A...A../A-A\/1 Aft-A,ice. /1./....fin -41, i\ / r ...,../A, /1 r\ ' -, . . • .. \ n �_/ n, ', .. '\/1_�,A..ice, A...A1A\..'A 28'-0"AFF 12 GA. HANGER WIRE / U.S.OF DECK ATTACHED TO TOP STRINGER Lids OF STEEL JOISTS ABOVE 4$" O.C. // 1T20GA. HANGER WIREATTACHED TO 7ssw ENaEL NscDouwvEP As. OF STEEL JOISTS INDIANAPOLIS,N 46278 ABOVE . . 48" O.C. LOCATION: -- ///// WASHINGTON SQUARE MALL -'/ LI SPACE#A13 it ,... _ V \I6 �i Till V `� 6 I \, J6 Y9585 SW WASHINGTON SQ.ROAD , 0 YYY PORTLAND,OR,97223 ACT CEILING-CROSS TEES TO JOIN LIDS#5665 MAIN BEAM WITH POSITIVE -,"-- . ../"-->"--........../ 77 / INTERLOCKING SYSTEM EXISTING DEMISING WALL PROJECT INFORMATION: PROJECT NUMBER:2000-17 / \ ''.--------.-________,...,,,...,.......„ DRAWN BY: REVIEWED BY:WLS • • 7 12'-6 112"AFF EXISTING DEMISING WALL - J U.S.OF SECOND LOOK ACT CEILING I rl _n 1 TITLE: I � I ►� L _ FF AI U.S.OF ACTCEIA ,i I . 4 \ 12'-0 1/2"LNG REFLECTED CEILING IN I I �•�•�•�� 1•��iAllMAIN BEAM DETAILS _ MAIN BEAM MAIN BEAM ACOUSTICAL LAY IN PANED 11'-6 112 AFFIL CEILING GRID ABOVE ACOUSTICAL LAY-IN PANEL.' METAL U.S.OF MILLWORK FIXTURE SHEET NUMBER: ACOUSTICAL LAY-IN PANEL MILLWORK FIXTURE, NO TILE / © TRANSITION TRIM A3.1 MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE.CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. 1 CEILING SECTION A3 ■ 1 A3.1 SCALE: 1"=1'-0" NOTE: S A Ilio ID ALL PAINT FINISHES ARE TO BE FLAT AND NO LESS THAN A LEVEL 6 FINISH. �, 44'511 2'LEASE LINE i, 28'-4 3/8" 15-91/2" W I ADJACENT TENANi I SARGENTI ARCHITECTS 4 6 1 FROM ROAD <PC-04> PARAMUS , NJ 07652 • - - - - - - - - - - - - - - - - - - - - - _ 4? 9 7 3 . 2 5 3 . 9 3 9 3 TEL SW1 PT-04 • "' 9 7 3 . 2 5 3 . 9 3 9 0 FAX STOCK ROOM VB-01 li -01I \ WWW . 5 A RG A RC H . CO M I , PT-02 — • FLOORING: FL-02 - II ABOVE I _ SOFFIT CEILING: CT- I I CONSULTANT WALLS: PT-02 I k 8-0 AFF I HD-02 PT-03 FLOORING:�FL-o1 z (ENGINEER): PT-03 I CEILING: PT-04 - = Li- BASE: BASE: <VB-01> I I I B-01 �WB-0" _.._.__._ i • 1 halI �4 '/ gill �VBPT-2-01 BOO PT-01 ;� SW-1 B-01 - PC-04 ' VB-01 • - PT-02 I w La cc ABOVE • 7. LU o B'-0"AFF //i I _l I // `v / -' /O PT-2 A4.03 / ▪ J / VB-01 4 - // // • ,ARCHITECTURAL SEAL: <PT2> ENTRY SOFFIT I • CEaL01NG:GKTPT-04 � °� R Cf. W ROB ' • '_0000111111111- I 1 / a "op Is.NJ 1 PT-04 J PT -01 PT-0 PB-0 B-01W 0\)CL , F O/ V a - - - - - - - - - - - - PC-04 SOFFITpJ\' ��. • FLOORING: FL-01 ,, � CUNT RAC I OR'S NO I ES: 1'-5"^ 4'-4 112" 3'-9" 3'-1" 3'-9" J. 2'-11 114" 4' CEILING: <PT-04> L— TOILET ROOM SALES AREA WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS.DO NOT SCALE FL-0 FLOORING:EXISTING FLOORING:07-01> CEILING: EXISTING<PT-01> CEILING: ^�7+ ►'MEP THE DRAWINGS.THE TORS MUST VISIT JOB SITE TO VERIFYIFY ALL ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BASE EXISTING I WALLS: PT 01 PT-03 PT-04 PT-05 PT 06 PT-07 suararTING BIDS.REPORT ANY rDJACENT TENANT 1 BASE: <WB-01> DISCREPANCIES WITHNTI-IEP OP�s WHICH EXECUTION OF,THE CONTRACT TO THE 27'-8 1/2"LEASE LINE ' LEASE LIF TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE — . • PLANS AND THE EXISTING CONDITIONS. 1 WALL FINISH PLAN A4.0 SCALE: 1/4" = 1-0" ® DATE ISSUE 08/18/17 L.L.REVIEW AND PERMIT 11111 1111 44'-51±2"LEASE LINE j 28'-4 3/8' 15-9 1/2" 3 33" LADJACENT TENANT — I LL, , i--#______ \x LJ I I II 11 k I I I FL-01 z I I i A4.1 I cn LO � II I --..- al __._:,___;5,___ . _ _ , Ill FL-02 J I c% • - I •• 5'_p"<PT-06> 3'-11" 6'-1"<PT-05> 3'-3" 1'-5" z I FL-01 �'' �• \ \ �12'-Q31,-2Z,F ......;=---<- 4, '� PROJECT NAME: k ¶ <PT-04> - PT-01, J 12.'4. t til ln� 41,1 ❑ / / i u41 C- I I /// ULids a /// Ef I _7_— I / • UDS7555 o DLANDD C VE INOWVAPOLIS,IN 48278 T-2"AFF LOCATION: 4,3„ U.S.SOFFIT -- •EXISTING . in '-7" WASHINGTON SQUARE MALL FLIOORING AND ; a, <PT -05> r .3...,(y, ,, ® SPACE#A13 WALL BASE TO 1 '' sr!--- (PT-04� 9588 SVV WASHINGTON PORTLAND OR,97223 Q. ROAD REMAIN co N N 3�7r co (PT-06> r IF LIDS#5665 If.) n 2''/0" -M <PT-071-; 4' `'l G°J� ti \ PROJECT INFORMATION: I . ._---..._ ,,__. �--- - - --- VGO� ,h`' PROJECT NUMBER.2000-17 A WB-0 ,`h ,`h 1y ,` 1h • O'-0"AFF ` \ -.....� DRAWN BY: RR REVIEWED BY:WLS ��\� FINISH FLOOR 1 I I,1' S";, 4'4 112" , 3'-9" �i, 3'-1" 3'-9'' 2'-11 1±4" 2'-11 1/4" 3'-9"<PT-04> 3'_1"<PT-06> 3'-9" <PT-04> 4'-4 112" PT-05 ,1'-5" <PT-07> jr (PT-01) TITLE: I ADJACENT TENANT 1 27'-81/2'LEASE LINE 2 8'LEASE Ulf RNISH PLAN AND ELEVATION SHEET NUMBER: 2 FLOOR FINISH PLAN 3 PAINTED WALL INTERIOR ELEVATION A4. 0 A4.0 SCALE: 1/4" = 1'-0" A4.0 SCALE: 1/4" = 1'-0" I ILL=M.. MATERIAL FINISHES & COLOR SCHEDULE MATERIAL FINISHES & COLOR SCHEDULE GENERAL FINISH NOTES I s A ID I ITEM MANUFACTURER SPECIFICATION & COLOR DATA COMMENTS LOCATION ID ITEM MANUFACTURER SPECIFICATION & COLOR i DATA COMMENTS LOCATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF ALL NEW AND WALL FINISH HARDWARE EXISTING SURFACES IN A SATISFACTORY MANNER TO RECEIVE NEW FINISHES.THIS INCLUDES THE DEMOLITION AND REMOVAL OF NECESSARY ITEMS.TOUCH-UP AND/OR REFINISH OF SURFACES SHERWIN WILLIAMS CUSTOM-SHER COLOR MATCH ALL PAINT ON WALLS TO CENTURY PRODUCT: 08801-MB BUILDERS CHOICE DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. �PT-01> PAINT ROGER HALL SUPER PAINT: LATEX BE A FLAT FINISH SALES AREA AND HD CABINET PULLSDIRECT.COM 5" CENTER TO CENTER HANDLE ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED 1_800.474.3794 CCE COLORANT OZ 32 64 128 STOREFRONT 01 PULL 800.470.1505 CABINET PULL CUSTOMIZATION INSTALLATION METHODS. THE GENERAL CONTRACTOR SHALL PREPARE THE EXISTING FLOOR PRIOR ROGER.HALL SHERWIN.COM W1 WHITE 8 1 FINISH: MATTE BLACK TO THE APPLICATION OF FINISH FLOORING.THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL TO WITHIN A TOLERANCE OF ONE-EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING 02-NEW GREEN - 10 - 1 DIMENSIONS: 5" COMPOUND SHALL BE UTILIZED(NO ASPHALT BASED COMPOUNDS). SARGENTI Li-BLUE 6 27 - 1 PRODUCT: SINGLE WALL MOUNT R4- NEW RED 2 18 - 1MIRROR PALAY DISPLAY INDUSTRIES MIRROR ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND FINISHED IN ARCHITECTS <HD-02> ACCORDANCE WITH THE WRITTEN SPECIFICATIONS. COLOR: MIRROR ONE GALLON ULTRA DEEP SKU: 5706 ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE 2'WIDE AND THREE 4 6 1 FROM ROAD A88T01154 650907009 COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL OUTSIDE CORNERS SHALL BE FINISHED P A R A M U S , NJ 0 7 6 5 2 PRODUCT: FRP175U19 BLACK FLUSH DELTANA WITH METAL CORNER BEADS,TAPED AND SPACKLED-ALL AREAS TO BE PAINTED SHALL BE SANDED 9 7 3 _ 2 5 3 . 9 3 9 3 T E L <1-10-03> BRACKET PULLSDIRECT.00M RING PULLS, SOLID BRASS SMOOTH.JUST PRIOR TO THE APPLICATION OF THE FIRST COAT OF PAINT,WIPE SANDED SURFACES SHERWIN WILLIAMS ALL PAINT ON WALLS TO TOILET ROOM FINISH: MATTE BLACK WITH A DAMP CLOTH IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. 9 7 3 . 2 5 3 . 9 3 9 0 F A X ROGER HALL WALLS, 800.470.1505 WWW . S A R G A R C H . C O M �PT 02� PAINT COLOR: 5W7005 PURE WHITE BE A FLAT FINISH DIMENSIONS: 1 314" .11 3/8" THE PAINT CONTRACTOR SHALL REMOVE ALL HARDWARE,SWITCH COVERS, ETC. PRIOR TO PAINTING 1.800.474.3794 STOREFRONT SUGATSUNE PRODUCT: SLS-ELAN EASY LIFT-UP STAY AND BE RESPONSIBLE FOR THE REINSTALLATION AFTER PAINTING IS COMPLETED_ ROGER.HALL SHERWIN.COM SOFFIT AND FLOOR HARDWARE HUT.COM PRODUCT#: SUG SLS ELAN ML CONSULTANT <HD-04> BRACKET FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S ENGINEER SHERWIN WILLIAMS PROMAR 200 VOC CONTENT OF ALL PAINT ON WALLS TO COLUMN 800.708.6649 COLOR: GRAY RECOMMENDED INSTALLATION GUIDELINES.COORDINATE THE INSTALLATION WITH OTHER TRADES, (ENGINEER): <PT-03> PAINT ROGER HALL COLOR: SW7062 ROCK BOTTOM LESS THAN 100 GRAMS PER LITER BE A FLAT FINISH ENCLOSURES TYPE: LID STAY SUCH AS ELECTRICAL. 1.800.474.3794 ROGER.HALL SHERWIN.COM SURFACE FINISH THE CEILING GRID SYSTEM SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES,CEILING GRILLES SHERWIN WILLIAMS ALL PAINT ON WALLS TO ZINC COUNTERTOPS PRODUCT: ZINC COUNTERTOP AND OTHER ACCESSORIES.THE GENERAL CONTRACTOR SHALL PROVIDE ACOUSTIC TILE CEILING ROGER HALL PROMAR 200 VOC CONTENT OF BE A FLAT FINISH WALLS AND METAL LORETTA WHEELER FINISH: PATINA AGED/MOTTLED, ZINC SYSTEM TEM COMPONENTS ONE CARTON AF CEILING TILE FORFUTMANUFACTURERURE URAND ANT ug PROV1DE ON-SITE AT THE TIME <PT-04> PAINT 1 800.474.3794 COLOR: SW7058 MAGNETIC GRAY LESS THAN 100 GRAMS PER LITER STOREFRONT <MT-UI> COUNTERTOP 888,530.7630 X301 CUSTOMIZATION SE. ROGER.HALL:, SHERWIN.COM SOFFIT LORETTA MIOMETALS.COM ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT WORKMANLIKE MANNER. WWW.ZIN000UNTERTOPS.COM SHERWIN WILLIAMS EPDXY BASED PAINT ON WALLS TIGER DRYLAC FINISH ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. ROGER HALL COLOR: SW6966 BLUEBLOOD PROMAR 200 VOC CONTENT OF FLOOR AND POWDER DYLAN WHITEHOUSE COLOR: IRON GLIMMER P7 49/80190 FIXTURE CONTRACTOR SHALL PROVIDE TO THE GENERAL CONTRACTOR ALL MATERIALS FOR TOUCH <PT-05> PAINT 1,800_474_3794 LESS THAN 100 GRAMS PER LITER PRIMER:ICOATSWIGP3759 <PC-01> FIXTURE FINISH FIXTURES UP WORK. ROGER.HALL SHERWIN.COM FINISH:2 COATS SW/GP 3746 FLOOR COAT 519.780.6776 ALL PAINT WALLS TO DYLAN.WHITEHOUSE TIGER-COATINGS.COM THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF AEA FLAT ONFINISH TIGER DRYLAC PRODUCT: SERIES 49 THE WORK.COVER ALL SURFACES THOROUGHLY. IF THE SPECIFIED NUMBER OF COATS DOES NOT BPOWDER DYLAN WHITEHOUSE COLOR: T: 9003 STORE FRONT ACCOMPLISH THE INTENT,THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ARCHITECTURAL SEAL: EPDXY BASED PANT ON <PC-02> APPLICATION OF ADDITIONAL COATS OF THE SPECIFIED MATERIAL TO GIVE SATISFACTORY FLOOR COAT 519.780.6776 FINISH: HIGH GLOSS FEATURE COVERAGE SHERWIN WILLIAMS DYLAN.WHITEHOUSE TIGER-COATINGS-COM f�� ROGER HALL COLOR: SW6803 DANUBE PROMAR 200 VOC CONTENT OF PRIMER:1COATSWIGP3759 WALLS AND TIGER DRYLAC PRODUCT: SERIES 49 VINYL TILE INSTALLATION SHALL BE FREE OF BUCKLES,JOINTS OR IMPERFECTIONS SEAMS SHALL V <PT 06> PAINT 1.800.474.3794 LESS THAN 100 GRAMS PER LITER FINISH:2COATS SWIGP3746 POWDER DYLAN WHITEHOUSE COLOR:49/42220 -RAL 5002 STORE FRONT BE INACCURATE ALIGNMENT ALONG BOTH COORDINATES UPON COMPLETION, PROVIDE FIFTEEN �� ROGER.HALL SHERWIN.COM ALL PAINT ON WALLS TO FLOOR <PC-03> FULL EXTRA TILES FOR FUTURE TENANT USE. C) BE A FLAT FINISH COAT 519.780.6776 FINISH: HIGH GLOSS FEATURE ppg DYLAN.WHITEHOUSE.1 TIGER-COATINGS-COM CLEAN ALL GLASS SURFACES WITH LIQUID DETERGENT AT PROJECT COMPLETION. �,✓ iS N, EPDXY BA.SEDPAINTON WALLS WILSONART Cj FLOOR PRODUCT: VISUAL DESIGN LIBRARY SHERWIN WILLIAMS AND LESLIE HUMPHREY I PAINT FINISH ��' �' 1R8 OE474.3794 COLOR: 5W6961 BLUE BEYOND R HALL LESOMAR S THAN 0100VOC GRAMS PER ITER FINISHR:COATS FLOOR (PL-01> LAMINATE HUMPHRL WILSONART.COM PATTERN Y0362K-126853 PATTERN: DK PLANKED <PT-07> PAINT LASTIC ��" ROGER.HALL SHERWIN.COM ALL PAINT ON WALLS TO VVVVW.WILSONART.COM FINISH: SOFTGRAIN FINISH H. BE A FLAT FINISH PROVIDE PAINT FINISHES AS FOLLOWS: PANOLAM CONI RAC; I OR'S NO 1 ES: 4'-0" • '8'-0" GRAY SLATWALL PANELS JULIE ULLRICH CEILINGS/SOFFIT: WOOD BASE I WOOD TRIM: <PL-02> PLASTIC PRODUCT:MOONLIGHTING PAPEL AV971 DOORS - FLAT FINISH - SEMI GLOSS FINISH <SW-1> SLATWALL GABRIEL LOGEN (SLATS ARE 6 IOC) STOCK ROOM LAMINATE 937.477.7837 wRITTENDfMENSIONSHOLD PREFERENCE FINISH: BRUSHED ALUMINUM MELAMINE JULIE ULLRICH PANOLAM.COM FINISH:SUEDE OVER SCALED DIMENSIONS.DO NOT SCALE WWW.PIONITE.COM WALLS: METAL DOORS/ FRAMES: THE DRAWINGS.THE CONTRACTORS MUST - SEMI GLOSS FINISH - ENAMEL, OIL BASED FINISH VISIT JOB SITE TO VERIFY ALL EXISTING <WB 01> WALL BASE GABRIEL LOGEN PREFINISHED WOOD BASE- BLACK SALES AREA WILSONART PRODUCT: SOLID SURFACE CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIOS.REPORT ANY SOLID LESLIE HUMPHREY COLOR: ZEN GRAY 9115GS DISCREPANCIES OF ANY CONDITIONS WHICH SURFACE 614.893.6853 EDGE: DISPLAY WINDOW WALLS: SS 02 CASH WRAP MAY INTERFERE WITH THE PROPER TOILET - SEMI GLOSS FINISH EXECUTION OF,THE CONTRACT TO THE PRODUCT: TRADITIONAL VINYL ROOM HUMPHRL • WILSONART.COM THICKNESS: TENANTS REPRESENTATIVE.REPORT VINYL <VB-01> JOHNSONITE WALL BASE AND WALL BASE NORTHERN WIDE PLANK AND BEFORETOFCON$TRUCTION. COLOR: CC-040-4 BLACK STOCKROOM PRODUCT: HARKEN CHANGGEEORDERS WILL NOT BE APPROVED WALLS SCOT WOOTEN SPECIES: RECLAIMED HEMLOCK CONFOR DTIONSORCONFLLIICCTSBE FIELD THE 614.935.1210 GRADE: GENUINE RECLAIMED PLANS AND THE EXISTING CONDITIONS. FLOOR FINISH WOOD SCOT NORTHERNWIDEPLANK.CA ARDEX PRODUCT:ARDEX SD-T <ND-01> PANELING SURFACE BROWN ORIGINAL FIXTURES EDGES: SQUARE FIELD KATE WALL COLOR: GRAY FLOOR THICKNESS: 3/4" SOLID <FL 01> FLOORING 202.770.9962 FINISH: ARDEX CG CONCRETE GUARD DIMENSIONS: 3.5"- 11.5"W 36" - 144"L VVWW.ARDEX.COM CLEAR FINISH: UNFINISHED G.C. TO EXTEND SHEET VINYL UP WALL 4"AND STOCKROOM PRODUCT: WOOD SHELF VINYL HEAT WELD SEAMS FOR SPECIES: RECLAIMED HEMLOCK <FL-02> SHEET ARMSTRONG STYLE: MEDINTONE AND SHELF FOR FX-01A & H8300 COOL WHITE MOISTURE BARRIER APPLY TOILET SURFACE: TO MATCH WD-01 FLOORING WATERPROOFING IUD-02> WOOD SHELF FIXTURE FABRICATOR TO SOURCE EDGES: SQUARE FX-01B ROOM ® DATE ISSUE PRIOR TO PLACING FLOORING THICKNESS: 3/4" SOLID DIMENSIONS: 2'W 2'L 08/18/17 L L. REVIEW AND PERMIT FINISH: UNFINISHED MALL PROVIDED AND INSTALLED <FL 03> FLOORING TBD TBD BY G.C. CEILING FINISH USG PRODUCT: USG FROST PANELS MATTHEW CRONIN ITEM#: 418 <4CT-01> ACT 248.860.9900 COLOR: FLAT WHITE 050 MCRONIN USG.COM EDGE: FL CEILING SUSPENSION SYSTEMS: 9/16" DXT CENTRICITEE DIMENSIONS: 2'X 2' 3I4" PRODUCT: USG FROST PANELS ITEM #: 418 INTERIOR SYSTEMS INTERNATIONAL COLOR: FLAT BLACK 205 ACT LACROSSE, WI 54601 EDGE: FL <6CT-01B> 800.782.0070 SUSPENSION SYSTEMS: 9/16" DXT CEILING WWW.INTERIORSYSTEMS.COM CENTRICITEE DIMENSIONS: 2'X 2' 3/4" INTERIOR SYSTEMS INTERNATIONAL PRODUCT: COMPASSO ELITE, STRAIGHT LACROSSE, WI 54601 PROFILE HEIGHT: 6" 44CT-02> ACT 800.782.0070 COLOR:PT-03 WWW.INTERIORSYSTEMS.COM DIMENSIONS: 120" X 9/16"X 6" STRAIGHT CEILING LEAD TIME: APPROXIMATE 3-4 WEEKS INTERIOR SYSTEMS INTERNATIONAL PRODUCT: COMPASSO ELITE, STRAIGHT LACROSSE, WI 54601 PROFILE HEIGHT: 6" PROJECT NAME: CT-0 ACT 800.782.0070 COLOR: FLAT BLACK CEILING WWW.INTERIORSYSTEMS.COM DIMENSION: 120" X 9/16"X 6" STRAIGHT LEAD TIME: APPROXIMATE 3-4 WEEKS Lids PRODUCT: USG CLIMA PLUS ITEM #: 78575 7555 WOODLAND DRIVE INTERIOR SYSTEMS INTERNATIONAL COLOR: WHITE INDIANAPOLIS,IN 46278 Cp,CT-04> ACT LACROSSE, WI 54601 EDGE: SQ STOCK ROOM LOCATION: 800.782.0070 SUSPENSION SYSTEMS: 9/16" DXT CEILING VWVW.INTERIORSYSTEMS.COM CENTRICITEE WASHINGTON SQUARE MALL DIMENSIONS: 2'X 4' SPACE#A13 9585 SW WASHINGTON SO.ROAD PORTLAND,OR,97223 STOREFRONT 5555 TIGER DRYLAC COLOR: IRON GLIMMER P7 SPC-01> POWDER CONTACT: DYLAN WHITEHOUSE 49/80190 FIXTURE FINISH COAT PHONE: 519.780.6776 STOCK SALES PROJECT INFORMATION: DYLAN.WHITEHOUSE TIGER-COAT!NGS.COM PROJECT NUMBER:2000-17 DRAWN BY: REVIEWED BY:WLS OLDCASTLE BUIDLING ENVELOPE SALES AREA ENTRY AREA <PC-02> POWDER SCOTT KING PRODUCT: SERIES 49 CUSTOM WHITE STOREFRONT PASSAGE DOOR-SEE DOOR COAT 972.551.6355 COLOR: RAL 9003 BREAK METAL FINISH SCHEDULE FOR TYPE AND SCOTTKINGi OBE.COM FINISH: HIGH GLOSS FINISH N. DOOR BOTTOM SWEEP TITLE: OLDCASTLE BUIDLING ENVELOPE POWDER SCOTT KING PRODUCT: SERIES 49 CUSTOM BLUE SIGNAGE Mil.REDUCER STRIP DOOR STOP FINISHED CONCRETE MALL FLOORING SPC 03> 972 551.6355 COLOR: 49/42220-RAL 5002 "BLUE" BREAK METAL FINISH <FL-01> <FL-03> RNISH SCHEDULE, COAT SHEET VINYL FLOORING \ NOTES AND DETAILS SCOTTKING OBE.COM FINISH: HIGH GLOSS <FL-02> FINISHED CONCRETE T 4 a i`P</.:`'i!%:�i!I�:�i!I�:`'i'%::SOI::�iY�:SOI::�OI�:<iY:.<I%�:�OI�:<PI::�PI�:`•tl�:`<a'1�:. OLDCASTLE BUIDLING ENVELOPE Q 4 e POWDER SCOTT KING CLEAR ANODIZED BREAK METAL FINISH STOREFRONT 4 Q 42 a SHEET NUMBER: <PC 04� COAT 972.551.6355 204 CLEAR CLASS II PIERS '`- 'f' - A • a a 4 SCOTTKING OBE.COM FINISH SHEET VINYL FLOORING I FINISHED CONCRETE r EXIST.CONC.SLAB W/LEVELING COMPOUND 2 SALES FLOORING TO STOCK FLOORING 1 EXTERIOR TO TILE FLOORING (TRANSITION) A4.1 A4.1 SCALE: 3"=1'-0" A4.1 SCALE: 3"=1`-0" ,1111J ,Illi- -- I ■I Al 11.1 I I. J LMA..I.1 r a. . S A Ili, 1f I NEW EXIT SIGN 12'-6 112"AFF V U.S. OF ACT CEILING L 12'-1/2"AFF 1 SARGENTI U Hl:l l tILkNCi U.S. OF ACT CEILING P. D. , � 0� I �� ARCHITECTS 1'T-04 1.1-04 \ \ 1' -04 z / E03> EQ-03> EQ-07 PT-01 <EQ-03> EQ-03> X1.1 4 6 1 F R 0 M R 0 A D .I' •• - ! PA RA M U S , NJ 0 7 6 5 2 i / 9 7 3 . 2 5 3 . 9 3 9 3 T E L <FT-04> J 7\ CT-04 WWW . SARGARCH . COM N / / / \ / 4,11 7'-2"A.F.F. CONSULTANT {ENGINEER). / \ U.S. SOFFIT PT 01 , 1 — / \ 1 1 ih 1111 \� / \ 11 f i 1_ I I 1 I i \ <GX 19> I-II ] - 1 PT D1 4'C 04� // \\ GRAPHIC i i i ' i i _I i i i ` I • �1 \ X 01B <FX 05> 1 I I -I - I I i j I I - 1 I - \ I ADJACENT TENANT l i i I I i i i i i i i iII \ / ADJACENT TENANT ADJACENT TENANT I �X-011 ,. I ADJACENT TENANT NI \ 101 / _ - H I NI I ' f I 1 I - i i I I C // \ / 1 .H i' I II: \ / I I I - I I - Ij- 1 I I I I I // / ' � �'I i' I ' 'I 1!. I I I 1- ! 1 1 I I, WB-0 0► / \ / / / <wB o1� �wg.q 1� i 1 1 I I ll i IIL i i i I // /// <W13-01> ARCHITECTURAL SEAL: X7 0'-0"A.F.F. \u/ / i I FINISH FLOOR I I ,� ! ,' �""� , ) dIiek FINISH FLOOR \ 4"X4"BRUSHED ANODIZED ALUMINUM DOOR AND FRAME TO BE PAINTED<PT o / {� I FRAMING PC-04 LL1 ROB ' {- d ' 1 _ INTERIOR ELEVATION 2 INTERIOR ELEVATION A5.0 SCALE: 3/8"=1'-0" A5.0 SCALE: 318"=1'-0" '� k'OF OCA CON I RAC I UR'S NO I ES: - WRITTEN DIMENSIONS HOLD PREFERENCE 1> ,, OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE 12'-112„AFF SUBMITTING BIDS.REPORT ANY U.b. UI'HL I Li CI LI NL 6'H X i"FRT BLOCKING PAINTED TO MATCH 6'H X 5"FRT BLOCKING PAINTED TO MATCH 6'H X-I"FRT BLOCKING PAINTED TO MATCH DISCREPANCIES OF ANY CONDITIONS WHICH a 4 a MAY INTERFERE WITH THE PROPER ADJACENT WALL ADJACENT WALL / ADJACENT WALL EXECUTION OF,THE CONTRACT TO THE / 1 J. TENANTS REPRESENTATIVE.REPORT 11'-6-1/2"AFF I I,_ DISCREPANCIES DURING BIDDING PROCESS U.S. OF CASHWRAP SOFFIT ANDA GEOREERART OF SWILLNO BEAPPRION. OV \ CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD FX-02 FX-02 PTCONDITIONS OR CONFLICTS BETWEEN THE FX o2 �FX 02� FX-02 FX 02 ; �; { -04 FX-02> �PT 04� TYP. TYP, TYP. TYP, TYP. TYP. t TYR �`-' �! PLANS AND THE EXISTING CONDITIONS. -1 ` f ,, 1 w - <GX-05 j li, _ _ ! �� I I I I I I /211 t 1 I'I / GRAPHIC JJ \ \-, % " ‘ \ 1: _c 1 \ \,k, sk, ik, ,,k,, ,k,,. it.) .* ra, % \ \ . \� -- <GX-07> I I I I I I l7 iv / I 1 I \ _a / GRAPHIC U.S. SOFFIT �_ ,, �( 4 . Hr, N N ••. N N - -- A ').. N N -• IN_N -N (( \ MALL CONCOURSE ;II \ / 4T-01B> • \��;. � � `._ � � 8'-0. �_% � . � �. \ -_ N' \ _� � � � \ / � - ® DATE ISSUE PT 01 H ' d I ' I � , GRAPHIC 08/18/17 LI_REVIEW AND PERMIT I a 1 I Q I I -------------._ . It .rP \\ ♦\ -07 \ \`+�\�\♦ \� �� \ ..n. �. ., \ _, ��„. 1 �GX O7� • - ! I I H \ •� f GRAPHIC .C. J {GX-07> STOCKROOM �♦ a ' N I o \\ \ ® \� a \ \ \\\\://, F �� GRAPHIC I rP ' R N\ \\ dry \' �. \ . \� \ n N �. /, . n ilk ., _ 1,,. �. \\ \ 1 �. -� . o -� <GX-06 L I I 1 , ft , / ft , - Irt -_ II � - GRAPHIC ‘. 4k. .I�\�\ �� X Na. \ N, N, \ , / \ \ \� �. \\ \ ' �\ �, ', �� \ \ �1 �\ \ \' ik, • 0' 0”A.F.F. _' - -- i1 q T l t♦ I` Y n ,�� II I 1— I rINIbh rLUUK B-01 `{WB-01> \-{w6-0* 3 INTERIOR ELEVATION A5.0 SCALE: 3/8"=1'-0" PROJECT NAME: {PT-0TH Lids A 12'-6 112"AFF • 1 U.S. OF ACT CEILING LIDS GENESCO INC. 7555 WOODLAND)DRIVE INDIANAPOLIS,IN 46278 <PT-04> <PT-06> <PT-04> <PT-05> LOCATION: WASHINGTON SQUARE MALL I --f#t- 1• I_ 1.� �_� .,. SPACE#A13 - - 'I ; --- 9585 SW WASHINGTON SQ.ROAD PORTLAND,OR,97223 .i I, _I I. .+ _ .i -' 6'HX4 FRT BLOCKING - I I L I I I I I I T I f I I I 1 I i - PAINTED TO MATCH LIDS#5565 ADJACENT WALL I i I• i I I I 11 __� i I I I i i I I I I I [- I I, .I : - li PROJECT INFORMATION: ,.... ,_j-- - -�-_ ---1-4--_----it ---I--1--- I--1--# ..--r-r----r-r --- \ I 1 ,T..76'HXq FRT BLOCKING PROJECT NUMBER:2000-17 PAINTED TO MATCH <PT-04> - i I I I 1 I I I I 1 1 1 1 1 1 1 - I I ADJACENT WALL DRAWN BY RR REVIEWED BY'WLS I 1 ! i I r I I I PT o1� I I • I I I I 1 i I I I I 1 I I I I I I I MALL CONCOURSE 1 '1 ' 11 I II TOILET ROOM 1 ! I 11 I 1 I i I I 1 I I I I 1 1 . I I °I TITLE: i I 1 I I I I I I [ I i i i i i j I I .\\\ \ ''I 1. L, I - i it I 1, , I I , I I I I I I I I I 1 1 I.I I =; `I I �I INTERIOR ELEVATIONS I I i i I I 1 1 I I I I -� - I I - i I I1 i • WB 0 I 1 I I i i I I i 1.1 i i i i <11VB-01> 0'-0°A.F.F. , I I — SHEET NUMBER: FINISH FLOOR - - , \ 4 INTERIOR ELEVATION A5.0 A5.0 SCALE: 318"=1'-0" 11,. ....ii-ii , . •BOX BEAM HER PLAN BOX BEAM PER PLAN / A\ ,,,,... .., , SEE STRUCTURAL � DRAWINGS FORS A Gj EXISTING MALL / \ \ \ fr / NEUTRALPIERTO MORE INFO. EXISTINGDEMISING /` p PROTECT �, 4" � �, 4° �, 19'-0'1 ,. /� ♦ ��JF THROUGHOUT --• 362-XDLT 4'x 20 GA. TRACK (TYPICAL TOP AND BOTTOt 1 G.C. TO ♦ siO CONSTRUCTION. - •• • _ _ • • • / / 4"X 4"CLEAR / / 741114," \ ♦ CLEARANODIZED \ I 6" 6' 2" 4 4'-8" FAINT PT-04 ♦ 1-5/BI: 1 \, / �,,��\,, .+ ALUMINUM FINISH, v / ANODIZED ALUMINUM © A ' PC-04 1 - • • 11 • S A R G E N T ! / FRAMING POST 50FFETABOVE - ♦ � - 12' 0112"AFF A7.0 / �, V / 0 cc \ • • '� '_� i • •�-- FLANGEei2 oK cL EACH ARCHITECT S NEW STOREFRONT PAINTED PT-04 / �.��, Asa Q r__ • 112"TEMPERED / \�// DPP. 4x4xI66A BENT _ -#12 5.M.5. (4) EA TO IETAIL 61 i 0i/4A &A el r f TE SOFFIT ABOVE 12'-0 112" GLASS DOORS ` / r w #12 x 314" LONG '. . __` . PLATE W/(4) #12 LEG T FOS S Elox W l4)II2�/4'LQ 5145 4 6 1 F R 0 M R O A D �` TT - +� PA RA M U S , NJ 0 7 6 5 2 AFF PAINTED PT-04 i7��. 5MS SCRS*0 u S.M.S. EA FACE. l DWI%A5 DOTED / / crs 12' O.G. - TYP. oc TYPICAL EA 510E ON PLANES. 9 7 3 . 2 5 3 . 9 3 9 3 T E L G.C_ TO PAINT PT-04 A7.0 A© \ �/ a 3-518' X 3-518" 9 7 3 . 2 5 3 . 9 3 9 0 F A X - - - - � �1 - " - - - - - -J^ O OF GOL. ALLUMN BOX y0RI71Nr6FfSMrO WWW . SARGARCH . COM EXISTING 1 ` d -' ..._.- Ib 6A. i-- BEAM A5 51�ONN ON PLAN DEMISING WALL -� • • BOX BEAM POST. SEE THIS 1 //� //.., (a ADD BENT COMSGTION SAME A5 CONSULTANT / SHEET FOR DETAILS AND BOX BEAM POST SEE THIS o 3-I/2' TRACK Ei 1A11ON i/WyON �B _ I " TAB tnU FREE (ENGINEER): / STRUCTURAL DRAWINGS SHEET FOR DETAILS AND 362-XDLT 4 x STANDING ON WHEN GOL SET IN THI5 MAIL. �4 \ , ♦ / FOR MORE INFO. 0 .�- STRUCTURAL DRAWINGS \ \ 20 GA. TRACK WALL FRAM'G /1); ♦ 1/2"TEMPERED GLASS 1/2"_T TEMPERED GLASS 9„ ` = FOR MORE INFO. 3-5/8" (TYPICAL TOP SLAB _ •• • • • / ` GLAZING SYSTEM PROVIDED& v3 GLAZING SYSTEM PROVIDED !�" / / AND BOTTOM) t OS / ♦ INSTALLED BY G C �� r �7 INSTALLED BY G C 7;9• / ► « • • • • : ri ,A BENT v TYPICAL BOX BEAM -- --- // 444.S .,r a 1. i W " ♦ MALI CONCOURSE CONSTRUCTION / - • 4 4x4x166A BBfT PLATE;4/AGE(4) ±� : I GOl1JM1170 SEAM �I2r3/4'LONG 5hf5 EA `4 �- IPLATE 1.4/ J _ 3-519'x 3518'x191213/4"LONG IP , / I -- - _ - I - \ NEW COLUMN BUILD OUT SEE 20 GA. ' " SA GOLIAAN i 9 EA FACE. AI .ice l � .. J ,*r t / DETAIL 3/A1.1 FOR MORE INFO. 3 5I8 X 3 5/8 BOX COLUMN PER DETAIL VA3-I A6.0 •r • - - - / r '� ` ,• ' - ^� • DETAIL #q SHEET A-3.I CUT I-I/2" ♦ / / �- - ' , ♦ _ _ / © 3-5/8„ FLANGE AT EACH MEMBER AND BEND. R / © © / As.o A / SECTION FLUSH TO SLAB. SECURE TO SLAB WI LE1/AT10N S /,y s / / CLEAR ANODIZED ALUMINUM Ass NEW ACRYLIC PUSH THROUGH FACE LIT As.o 4• -C EAR ANODIZED ALUMINUM (2) 0.145' PAF. EA TAB TYPICAL. ADJACENT TENANT I F ♦ 2"X6"BASE, PC 04 PROVIDED DPP. X CLEAR ANODIZED ALUMINUM CLEAR SPAN TYPICAL NUMBERS SIZE DESCRIPTION LETTER SIGN WITH 6" DEEP METAL CLAD X6" BASE, PC 04 PROVIDED ARCHITECTURAL SEAL: BY OLDCASTLE INSTALLED SIGN BOX TO MATCH CUSTOM BLUE 'BY OLDCASTLE INSTALLED BY FRAMING POST. PC-04 PROVIDED BY (FT) 9 STOREFRONT FLOOR PLAN 1 o BEAM/ COLUMN CONNECTION DETAIL • BY G.C. OLDCASTLE INSTALLED BY G.C. A6.0 SCALE: 112"=1'-0" A6.0 SCALE: 112" = 1,-0" BRAKE METAL PC 03 PROVIDED AND G C 4" DEEP I6 GAUGE Z � � CLEAR ANODIZED ALUMINUM INSTALLED BY SIGN VENDOR 10'-0" (2)-400 16 GA, j F ISH, PC 4a I-5/8" FLANGES 6' g„ " fi'2" 4'; 5'-11" �, 10" / b" DEEP, 16 GAUGE TRACK 51110 �• 0 ,,-- NEW GLAZING ' ENTFtYDOOR NEW GLAZING 15'-D" (2)-600 lb GA. ♦I {� 1(( / 1-5/8" FLANGES / NOTE FASTEN BUILT-UP U ROB , " • ' LEASELINE / - / „ I MEMBER TOGETHER 0 12" i g,Ni 20'-0" (21-800 16 A. 8 DEEP, Ib GAUGE ON CENTER,MAX. a I-5/5" FLANGES © 25'-0" (2)-1000 16 GA. 10' DEEP, 16 GAUGE ATTACH EACH + 1�' _ , � •6.0 1-5/8" FLANGES SIDE Q�" a a ----_ 30'-0" (21-1200 16 GA. 12" DEET', Ib GAUGE MALL CONCOURSE 1-5/8" FLANGES \' 1- \ TRACK CON I RAG I OR'S NOTES: ES: -- - ATTACH TRACK TO EACH 51W FLANGE WTTMSIONS OVERRISCALEDEN DIENDIMENSIONHOS.LD DOPREFERENCE NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENS 1 STOREFRONT FLOOR PLAN 8 STOREFRONT FLOOR PLAN 7 BUILT UP BOX BEAM DETAIL SUBMITTING BIDS_REPORIONT ANS BEFORE IDSREPOROINJSY BEFORE DISCREPANCIES OF ANY CONDITIONS WHICH A6.0 SCALE: 112"=1'-0" A6.0 SCALE: 112"=1'-0" A6.0 SCALE: N.T.S. MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS 5/8"TYP'X' GYP BD. OVER 3 AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED 518" 18 GA. METAL STUDS 16" FOR ISSUES ARISING FROM THE FIELD 0.C. PAINTED PT-04 CONDITIONS OR CONFLICTS BETWEEN THE SEE STRUCTURAL PLANS AND THE EXISTING CONDITIONS. DRAWINGS FOR MORE INFO. --- BOX BEAM POST. SEE THIS SHEET 7 „V FOR DETAILS AND STRUCTURAL ,/ N, ' DRAWINGS FOR MORE INFO.c �` 4100 -1 STOREFRONT PIER CLADDFD WITH CLEAR 1 7C ,. .., • 2 ANODIZED ALUMINUM, PC-04 OVER 518" A7.1 N.,411,,,,,.....„,,,,, • TYPE'X'GYP.BD.OVER 3 5/8"18 GA. STOREFRONT CLADDFD WITH WHITE POWDER � \ METAL STUDS @ 16"Q.C.BRAKE METAL r COATED BREAK METAL,PC 42 OVER 518"GYP.BD. `4 PROVIDED BY OLDCASTLE AND INSTALLED DAT OVER 3 518'18 GA.METAL STUDS @ 16"O.C.BRAKE BY G.C.FRAMING AND GYP.BD.PROVIDED ® ISSUE METAL PROVIDED BY OLDCASTLE AND INSTALLED 4 .:; AND INSTALLED BY G.C. 08/18/17L.L.REVIEW AND PERMIT BY G.C.FRAMING AND GYP.BD.PROVIDED AND `� • NEW STOREFRONT FRAMING INSTALLED BY G.C. NEW ACRYLIC PUSH THROUGH FACE LIT ,, ♦ 114 GAP LETTER SIGN WITH 6" DEEP METAL CLAD `I �' ` �+ 5/8"TYPE 'X' GYP. BD. BY G.C. SIGN BOX TO MATCH CUSTOM BLUE �/ 3/4"X 314"BLACK METAL �P 7F BRAKE METAL PC-03 PROVIDED AND REVEAL,PROVIDED& / A7 CLEARANODIZEDALUMINUMINSTALLED BY SIGN VENDOR .1 14-7"A,F.F. INSTALLED BY G.C. • ,, // BASE PC-04, PROVIDED BY B.O MALL BULKHEAD LEASELINE ,.,, Sj••r �, OLDCASTLE, INSTALLED BY I ! 7q 7A I 7A J I EXISTING MALL NEUTRAL PIER TO REMAIN.G.C. \.r-, I 314"X314"BLACK METAL REVEAL,i i TO PROTECT THROUGHOUT CONSTRUCTION. ` G.C. A7.0 A7.0 A7.0 C__79 7A7.0 PROVfDED&INSTALLED BY G.C.A7.0 A7.0 i STOREFRONT PIER CLADDED WITH CLEAR ANODIZED ALUMINUM, ` LEASELINE . .. �/ 4' 6" / EQ I �, CLEAR ANODIZED ALUMINUM 2"X1 314" PC-04 OVER 5/8"TYPE'X'GYP.BD.OVER 3 518"18 GA.METAL 1 3/4"X 314"BLACK METAL 7E PROVIDED BY OLDCASTLE, INSTALLED STUDS©16"0.0.BRAKE METAL PROVIDED BY OLDCASTLE AND 5/8"TYP 'X' GYP BD. OVER 3 5/8' 187 TILE/MALL FLOORING REVEAL,PROVIDED& A7 0 EQ. 3'-11" EQ A7.0 /' BY G C. INSTALLED BY G.C.FRAMING AND GYP,BD.PROVIDED AND GA. METAL STUDS 16"O.G. 1 INSTALLED BY G.C. PAINTED PT-04 INSTALLED BY G.C. 1 1 \ \ 1 ` 12'-1/2"A.F.F. 1/2"TEMPERED STOREFRONT GLAZING. � \ - = I T O. STOREFRONT \ I \ 112" BY G.C. -- CLEARANODIZED \ . CLEAR ANODIZED ALUMINUM 2"X6"BASE PC 04, ALUMINUM 2"X1 3/4" 112"TEMPERED GLAZING SYSTEM PROVIDED BY OLDCASTLE, INSTALLED BY D.C.PROVIDED BY I �� PROVIDED&INSTALLED BY G.G. 4 OLDCASTLE, INSTALLED N5 ENLARGED STOREFRONT PIER DETAIL 6 BREAK METAL BASE DETAIL BY G.0 \ • I `q 2"X4"CLEAR ANODIZED "'� �r J 2"X4"CLEAR ANODIZED ALUMINUM A6.0 SCALE: 1 1/2"=1'-0" ALUMINUM GLAZING I � _ GLAZING MULLION, PC-04 PROVIDED A7.0 SCALE: 3"=1'-0" MULLION, PC-04 \ \ \\ \ \ \ \\ \ \\ BY OLDCASTLE, INSTALLED BY G.C. 4" 4" PROVIDED BY ~y _� 9'-0"AFF '- '� �� OLDCASTLE. INSTALLED ' \ \ '� I \ T O ENTRY DOOR - AP • ' BY G.C. -1 CLEAR ANODIZED ALUMINUM PIER. 'v CLEAR ANODIZED 1 . 1 ' PC 04 LINE OF SOFFIT ABOVE 7 _ ALUMINUM PIER, PC 04 12' 0 1/2"AFF PAINT PT 04 SEE STRUCTURAL PROJECT NAME: \ 1„---_---- EXISTING MALL NEUTRAL PIER. G.C. I \ \ TO PROTECT DURING ALL PHASES OF DRAWINGS FOR \ I CONSTRUCTION 4 XALUMENUM FRAAR MING MORE INFO. EXISTING MALL` • POST, PC 04 Lids NEUTRAL PIER. G.C. TO \ - LINE OF COLUMN BEHIND GLASS PROTECT DURING ALL \ - PHASES OF LIDS GENESCO INC. CONSTRUCTION 1/2"TEMPERED GLASS GLAZING INDIANAPOLIS,l��sz7a SYSTEM PROVIDED& INSTALLED BY 1/2"TEMPERED GLASS 1 -----. _. --_ \ \ \ G.C. GLAZING SYSTEM \ NEW STOREFRONT 1/2" LOCATION: PROVIDED& INSTALLED \• :\,,,,, / LEASELINE TEMPERED GLASS BY G.C. DOORS WASHINGTON SQUARE MALL • E�. \I\ / S. 1011 _ .Q. / �. 10112" • / CLEAR ANODIZED ALUMINUM 2"X6" BASE PC-04, } SPACE#A13 ADJACENT \��j � \ �••�� ADJACENT PROVIDED BY OLDCASTLE: INSTALLED BY G.C. s5s55WWASHINGTOIv 97223 ROAD ii • 'DUELS . kakis �\ VL�IGS 112"TEMPERED STOREFRONT GLAZING. PORTLAND,DS# 65 TENANTI,_ TENANT M 1/2" BY G G Sp 11 \ I I M . \ 11140, \ \ 112"TEMPERED ,� PROJECT INFORMATION: WHITE VINYL 51GNGE I STOREFRONT GLAZING. i �'`o� fCV W IT he �, ED PROJECT NUMBER.2000-17 \ / , WHITE VINYL SINAGE 1/2" BY D.C.GC �`�i \\\\. \ I \ M gr DRAWN BY' AN REVIEWED BY,WLS �6� 6 i� I 6 CLEAR ANODIZEDltI A7.0A7.0 \ \/ A A7.0 I ALUMINUM 2"X6" BASE v�' \ \ \ \ Y� \ \ \ \ \ �� I PC 04 PROVIDED BY r' , I-\\\ �� " OLDGASTLE, INSTALLEDLl___ •13, 0'-0"A,F.F. BY G.C. ` r FINISHED FLOOR �� TITLE: CLEAR ANODIZED ALUMINUM 112"THICK TEMPERED GLASS DOORS, CLEAR ANODIZED ALUMINUM - 7F / 10" 2"X6"BASE, PC-04 PROVIDED BY PROVIDED BY OLDCASTLE& 2"X6"BASE, PC-04 PROVIDED BY 4"X 4" CLEAR ANODIZED 4" I' . ASE LINE-¢ A7.1 STOREFRONT OLDCASTLE, INSTALLED BY G.C. INSTALLED BY G.C. SEE DOOR OLDCASTLE, INSTALLED BY G.C. ALUMINUM FRAMING 2" f2" SCHEDULE ON SHEET A1.1 FOR MORE POST. PC-04 / � ELEVATION, PLAN AND BOX BEAM POST. SEE THIS SHEET FOR / 2-6 / A. pol y INFO. „ A,i 11" r/ 10" 10" ,, / 11-5" / `• DETAILS AND STRUCTURAL DRAWINGS DETAILS NEW ZING ENT DOOR NEVtiILAZING NEWti�ZING v FOR MORE INFO- 21-6"_ _ 7' 11 3/4" 11 1 STOREFRONT PIER CLADDED WITH CLEAR ANODIZED- SHEET NUMBER: ANGLED WALL SH ANGLED WALL SHOWN STRAIGHT FOR CLARITY - ALUMINUM, PC-04 OVER 5/8"TYPE'X'GYP.BD.OVER 3 5/8"18 STRAIGHT FOR CLARIGA.METAL STUDS @ 16"O.C.BRAKE METAL PROVIDED BY 20'-3 114" �, 7'-11 314" / OLDCASTLE AND INSTALLED BY G.C.FRAMING AND GYP.BD. LEASELINE LEASELINE PROVIDED AND INSTALLED BY G.C. 2 STOREFRONT ELEVATION 3 ENLARGED STOREFRONT ENTRY PIER DETAIL 5 ENLARGED STOREFRONT ENTRY PIER DETAIL A6 • 0 A6.0 SCALE: 112"=1'-0" A6.0 SCALE: 1112"=1'-0" A6.0 SCALE: 1112"=1'-0" _s- -- -- -, _...w.„-,..F.,„.„ ..„.._ _ . --, ---,__- A -- _7T_,-,-_„-=._.._ -...;:-,.. _„, ___...--„____- . ---:- = A.- _ ,..... ..-- -z-„...-,..., _ ..,..., _ _.. ,..,__ ,_....„_,.; ___, ,.....:„,-._____.„.. __,...„=„,___,. ,..,....„.. ...„:„„,.. „-... .----4, -. wr.:,. ...4.:. ----..J__, --____..4 . . =,-___,, ________.7„..... ,szr _.-„..,_____ _rtn.z.„.z,4__,- 7.i.,.., __.,,,....„_..._______,___ _. -2...- 7-:„,. .4 -:::- _„,w__.--- l-: - -` :sem. ``. _ ...7„..„.7__._,_,:wg„..._ ____ _____,w, ____.. ...,. ,..,,, 74_;_.,, ,,..„:4..„„7, 2___,_11,1 „.r.:..„,- ....,:„ ___.:„.„75...,...._.______.,____„.. ...„... __ _____, ...,_ .t,,,am AI C� Nlf Gi H E. `7- ,- .- - .... ---- .II I 1 I,. 4 6 1 FROM ROAD PARAMUS , NJ 07652 9 7 3 . 2 5 3 . 9 3 9 3 T E L 9 7 3 . 2 5 3 . 9 3 9 0 F A X WWW . SARGARCH . COM SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL CONSULTANT DRAWINGS FOR MORE DRAWINGS FOR MORE DRAWINGS FOR MORE (ENGINEER): INFO. INFO. INFO. 3-518"18 GA METAL STUDS DIAGONAL FRAMING @ 16" --EXISTING MALL BULKHEAD TO REMAIN.G.C. (1)LAYER 3/4"FRT PLYWOOD CD O.C.BY G.C.SEE STRUCTURAL DRAWINGS FOR MORE TO PROTECT THROUGHOUT 3 5/8"18 GA.METAL STUDS @ 16"O.C.SEE 3 518"18 GA.METAL STUDS @ 16"O.C.SEE INFO. CONSTRUCTION STRUCTURAL DRAWINGS FOR MORE INFO. EXISTING MALL BULKHEAD TO REMAIN.G.C.TO (1)LAYER 3/4"FRT PLYWOOD 3-518"18 GA METAL STUDS DIAGONAL FRAMING 16" STRUCTURAL DRAWINGS FOR MORE INFO. °� (1)LAYER 3/4"FRT PLYWOOD \ / PROTECT THROUGHOUT CONSTRUCTION 3 5/8"18 GA,METAL STUDS @ 16"O.C.SEE //4/7/ 4BY G.C.SEE STRUCTURAL DRAWINGS FOR MORE ARCHITECTURAL SEAL: STRUCTURAL DRAWINGS FOR MORE INFO. i "' t** I / ' '� A7.1 " j A7.1 14'-7112"A.F.F. A7.1 14'-71/2'A.F.F. ,,• 14-7112 A.F.F. , ,, ,�, U.S.MALL �, ,,,,,a��,,,,,� ,,,,s,,,., u,,,,,,,,,,,,,,,�� ,>>�E��,,,�„ �,,,,,�.,. �.,,,� {..� + + + + + + „� 't ' U.S.MALL CEILING/ + + + +[ U.S.MALL CEILING! C + . + + + + + +° T.O.STOREFRONT' / ‘ , + + + + + + T.O.STOREFRONT + + + +I. T.O.STOREFRONT RC�B�- . ?` .� r ♦ 3-518"18 GA METAL STUDS DIAGONAL FRAMING @ 16" ,�♦ STOREFRONT CLADDED WITH WHITE POWDER COATED ♦ STOREFRONT CLAD! T y 1 •+ + pi, ► �► BREAK METAL, i ► •r '� "O.C.BY G.C.SEE STRUCTURAL DRAWINGS FOR MORE PC-02 OVER 5J8"GYP.BD.OVER 3 518"18 OREAK METAL,PC-02 -►y.`1 ;GA METALSTUDS@16"O.C.BRAKEMETALPROVIDED + GA.METAL STUDS @ - •, 1 '• ► ► $ INFO. BY OLD CASTLE AND INSTALLED BY G.G.FRAMING AND + BY OLD CASTLE AND IALLED BY G.C.FRAMING AND +7' ., ( i„ .C.TO PROVIDE 5/$ A7.1 BUILT UP BOX BEAM HEADER.REFER TO STRUCTURAL GYP.BD.PROVIDED AND INSTALLED BY G.C. GYP.BD.PROVIDED AND INSTALLED BY G.C. " TYPE"X"GYP.BD.6"�� _� _ DRAWINGS FOR MORE INFO. _ _ _ _ _ ^ -� ABOVE ACT CEILING, 5 T BUILT UP BOX BEAM HEADER.REFER TO STRUCTURAL -"i ;'4 -- BUILT UP BOX BEAM HEADER.REFER TO STRUCTURAL PAINTED PT-047 A7.1 = r` DRAWINGS FOR MORE INFO. I 1 DRAWINGS FOR MORE INFO. CUNTRAC:1 CA''-;'1°°.R'S NOTES: fi' i + + - - r + \ 12'-01/2"A.F.F. ' .7 1,. ` ` _ - EMI 12'-01/2"A.F.F.AL �C j � . � . � , � . � , � . � . � . � . , . , ., , 12' 01/2"AFF. I 1 B.O.MALI BULKHEAD/I I �� T.O.STOREFRONT GLAZING( T.O.STOREFRONT GLAZING/ WRITTEN DIMENSIONS HOLD PREFERENCE I T.O.SALES A.C.T. OVER SCALED DIMENSIONS.DO NOT SCALE ACT CEILING BY G.C.SEE SHEET ‘7,/ ♦ / ACT CEILING BY G.C.SEE SHEET U.S.ENTRY SOFFIT ' CEILING BY G.C.SEE SHEET U.S.ENTRY SOFFIT THE DRAWINGS.THE CONTRACTORS MUST A3.0 FOR MORE INFO, Fy21 Q. 2'-0" 9" A3.0 FOR MORE INFO. • '-13/4" g VISIT JOB SITE TO VERIFY ALL EXISTING STOREFRONT CLADDED WITH WHITE POWDER COATED BREAK A3.0 FOR MORE INFO. , 1- 3/4" CONDITIONS AND DIMENSIONS BEFORE I " ,- " ti, ♦ ♦ CLEAR ANODIZED ALUMINUM 2"X1314" " ' ♦ ♦ CLEAR ANODIZED ALUMINUM 2"X1314" SUBMITTING BIDS.REPORT ANY CLEAR ANODIZED ALUMINUM 2"X / .p" METAL,PC-02 OVER 5/8"GYP.BD.OVER 3 518 18 GA.METAL STUDS @ , 4'.0" ♦_ �- �. 4 fl DISCREPANCIES OF ANY CONDITIONS WHICH I 16"O.C.BRAKE METAL PROVIDED BY OLD CASTLE AND INSTALLED BY HEADER,PC-04 PROVIDED BY OLDCASTLE, G.C.TO PROVIDE 5/8"TYPE HEADER,PC-04 PROVIDED BY OLDCASTLE, MAY INTERFERE WITH THE PROPER 13/4"HEADER,PC-04 PROVIDED \ BUILT UP BOX HEADER.SEE STRUCTURAL �, INSTALLED BY G.C. " 6" INSTALLED BY G.C. EXECUTION OF,THE CONTRACT TO THE G.C.FRAMING AND GYP.BD.PROVIDED AND INSTALLED BY G.C. X GYP.BD. ABOVE ACT BY OLD CASTLE,INSTALLED BY DRAWINGS FOR MORE INFO. TENANTS REPRESENTATIVE.REPORT G C I \ 3 RECESSED DOWN LIGHT.SEE A3.0& CEILING,PAINTED PT-04 RECESSED DOWN LIGHT.SEE A3.0& DISCREPANCIES DURING BIDDING PROCESS NEW ACRYLIC PUSH THROUGH FACE LIT LETTER SIGN WITH 6"DEEP 1 ELECTRICAL DRAWING FOR MORE INFO. 1 ELECTRICAL DRAWING FOR MORE INFO. AND BEFORE START OF CONSTRUCTION. 5/8"TYPE"X"GYP.BD.OVER 3 I METAL CLAD SIGN BOX TO MATCH CUSTOM BLUE BREAK MTL PC-03 G.C.TO PROVIDE 5/8"TYPE"X"GYP.BD.6" A7,1 A7.1 A7.1 CHANGE ORDERS WILL NOT BE APPROVED 5/8"18 GA.METAL STUDS 16" PROVIDED AND INSTALLED BY SIGN VENDOR ABOVE ACT CEILING,PAINTED PT-04 FOR ISSUES ARISING FROM THE FIELD @ i 1/2"THICK TEMPERED GLAZING 1/2"s. THICK TEMPERED GLAZING CONDI?1ONS OR CONFLICTS BETWEEN THE O.C.PAINTED PT 04 9'-7112"A.F.F. PROVIDED&INSTALLED BY G.C. " PROVIDED&INSTALLED BY G.C. PLANS AND THE EXISTING CONDITIONS, ...._r j 5/8"TYPE X' GYP.BD. 1/2"THICK TEMPERED GLAZING "r • ♦ U.S.SIGN BAND 5/8"TYPE"X"GYP.BD.OVER 3 5/8"18 GA. OVER 3 5/8"18 GA.METAL r I SUPPLIED&INSTALLED BY G.C. �'"- METAL STUDS @ 16"O.C.PAINTED PT-04 STUDS @ 16"O.C.PAINTED 1 ' I 9'-0"A.F.F. PT-04 I I 9'-0"A.F.F.l'o.. r IIRECESSED DOWN LIGHT.SEE A3.0& lii . INTERMEDIATE MULLION INTERMEDIATE MULLION ELECTRICAL DRAWING FOR MORE INFO. _ 7 A..... . ,,,,...I A`' r CLEAR ANODIZED ALUMINUM 2"X 4" /1‘�'" ♦ CLEAR ANODIZED ALUMINUM 2"X 4" �A7.1 4 I / INTERMEDIATE MULLION BY OLD 4 INTERMEDIATE MULLION BY OLD - CLEAR ANODIZED ALUMINUM 2"X 4" A7.1 / CASTLE INSTALLED BY G.C. A7 1 CASTLE INSTALLED BY G.C. / ,� INTERMEDIATE MULLION BY OLD CASTLE / ® DATE ISSUE LINE OF COLUMN BEHIND - INSTALLED BY G.C. 08/18/17 L.L.REVIEW AND PERMIT 40 GLAZING ,,p+" 0/11 da.+ ..�'' LEASE LINE / 4"X 4"BRUSHED ANODIZED G.C.TO PAINT PT-04 ALUMINUM FRAMING POST - ~�.- _ -- PC-04 / / , I r_____--- LEASE LINE f- LEASE LINE NEW- _ / FIXTURE SHELVING DISPLAY SALES AREA MALL CONCOURSE SALES AREA 0 MALL CONCOURSE MALL CONCOURSE _- _ r - 1/2"THICK TEMPERED DOORS, 1.0. PROVIDED BY OLDCASTLE& - - INSTALLED BY G.C. - 1/2"THICK TEMPERED GLASS PROVIDED&INSTALLED BY G.C. 2 2 I A7.1 A7.1 PROJECT NAME: A7.1 CLEAR ANODIZED ALUMINUM 2"X6 BE ANODIZEDBOLALUMINUM CLEAR ANODIZED ALUMINUM ��-04 BY OLDCASTLE -, j n n 2"X6"BASE BY OLDCASTLE, j n " 2"X6"BASE PC INSTALLED BY G.C. I I I INSTALLED BY G.C. I - I INSTALLED BY G.C. I I I LIDS ,I 0.-0"A.F.F. 0'.0"A.F.F. 0'.0"A.F.F. WOODLAND o I FINISHED FLOOR t i FINISHED FLOOR I I FINISHED FLOOR INDIANAPOLS.IN46278 ‘ , ♦ ‘�_ .�♦ LOCATION: Mie NVB-01> NVB-01> NVB-01> NVB-01> KWB-01> WASHINGTON SQUARE MALL SPACE#A13 9585 SW WASHINGTON SQ.ROAD PORTLAND,OR,97223 LIDS#5665 PROJECT INFORMATION: PROJECT NUMBER:2000-17 DRAWN BY: REVIEWED BY:WLS TITLE: STOREFRONT SECTIONS - SHEET NUMBER: A7 0 1 SECTION 0 STOREFRONT ENTRY 2 SECTION 0 STOREFFRONT GLAZING 3 SECTION 0 STOREFFRONT GLAZING ■ A7.0 SCALE: 3/4"=1'-O" A7.0 SCALE: 3/4"=1'-0" A7.0 SCALE: 3/4"=1'-O" ----_r:----- - ,:-- ----,5--- . / SEE STRUCTURAL / SEE STRUCTURAL v•-_,----7:.---_:-:z_==.-_ __.„---,:e._-_ --r-7,-i--:_-,11--=-_,_ • DRAWINGS FOR MORE DRAWINGS FOR MORE. i INFO. 35/8"18 GA.METAL STUDS @16'0.C. INFO. 4-C-F- 1-'--- ----7..-4-- -;- ----7-7-_--7- ----- ---r-=. ---.J..-,--- z_-----,.._-' -----Y,is----- - ----_,_- •,. 1--,,,,-------1 ----____,...,. --*-----:',1,,,,,,7------- -,-_-_-----.1.--,==--,-----...--- -r---, ,,---..,z----r-_-- 1 BUILT UP BOX BEAM _-S-4---A --R;N_ .9'-4- -1EiNi* -- t-t-- ::-, STOREFRONT CLADDED WITH WHITE POWDER HEADER.REFER TO - ._ i-- __•,,--„ ___-_.-- ..--_, ---... - \ • I COATED BREAK METAL,PC-02 OVER 5/8"GYP.BD. STRUCTURAL DRAWINGS NNTAIR1C44 hrtiPF"-at-TISI NN.. .... : OVER 3 5/8"18 GA.METAL STUDS @ 16"0.C.BRAKE METAL PROVIDED BY OLD CASTLE AND INSTALLED , \ FOR MORE INFO. - 1 • - -----7--- + BY G.C.FRAMING AND GYP.BD.PROVIDED AND 1/2"TEMPERED GLASS t 46 1 FROM ROAD PARAMUS , NJ 07652 - i INSTALLED BY G.C. __/------ TRANSOM G.C.TO PROVIDE 5/8"TYPE 9 7 3 . 2 5 3 . 9 3 9 3 T E L -1\ 11 1 6----' - I .t • 7 •r , 7 .i...- .0---- ---- CEILING,PAINTED PT-04"X"GYP.BD.6"ABOVE ACT u, 4-=\\ 4 9 7 3 . 2 5 3 . 9 3 9 0 FAX A X WWW . SARGARCH . COM . . • . . ... •, . • • • - .• .•• •• N 12'- 1/2"A.F.F. TOP OF SIGNBAND/ I' o 1" \4x: Lo \ G.C.TO PROVIDE FRT CONSULTANT • ,1_,, i B.O.SOFFIT P WOOD BLOCKING FOR '.. 77,- (1)LAYER 3/4"FRT PLYWOOD (ENGINEER): /' BUILT UP BOX BEAM HEADER.SEE STRUCTURAL \ - — HEADER ATTACHMENT / ' 7 1 ' 7 A DRAWINGS FOR MORE INFO. EN o o __IV CLEAR ANODIZED ALUMINUM, .„,,,...,./.-/. PC-04,PIVOT CORNER PATCH '.--•,,- - to N. ,: • IIIIIIIIIIIIIIIIIIIIII ': ' 14'-7 1/2 A.FT. TOP OF STOREFRONT we' G.C.TO PROVIDE AND INSTALL FRT WOOD • L--- 7 1 BLOCKING FOR SIGN ATTACHMENT ..k. ...---._ -,. . N , • • ,,,,,.- FITTING ..,... 7 _ 7 I 1 I I 'No. • 3 5/8"18 GA.METAL STUDS @ 16"0.C. ....4 /7---'-- 1 I I V •,.• T I ZO •--- . •.• . :. . . , . .".. ••• .• • . - . + + • 1 0 0 •,--.. / .• ... •, • • .• . • . . . : • "„ . . T /7: NEW ACRYLIC PUSH THROUGH FACE LIT LETTER o -- 7 7 SIGN WITH 6*DEEP METAL CLAD SIGN BOX TO o ca •----4 _ --- -'' 1 7_/, "7 GLASS ENTRY DOORS •,.. 7 MATCH CUSTOM BWE BREAK MTL PC-03 >- CLEAR ANODIZED ALUMINUM Ls- . . , STOREFRONT CLADDED WITH WHITE '7> /i PROVIDED AND INSTALLED BY SIGN VENDOR 1-- z . . — PROVIDED BY OLDCASTLE 2"X 1 3/4"HEADER,PC-04 7 7 N Lu INSTALLED BY G.C. OVER 5/8"TYPE"X"GYPPROVIDED BY OLD CASTLE, 7 .,.1 POWDER COATED BREAK METAL,PC-02 I 1 r;1 INSTALLED BY C.C. - 7 OVER 5/8"GYP.BD. OVER 3 5/8"18 GA. 7 -a) ,.,,, ARCHITECTURAL SEAL: : , METAL STUDS @ 16"0.C.BRAKE METAL -..„.,., ' : ' ' PROVIDED BY OLD CASTLE AND INSTALLED Al .BD. . 1 BY G.C.FRAMING AND GYP.BD.PROVIDED jA.AD AR 1 \ 3 5/8"18 GA.METAL STUDS @ . 7 AND INSTALLED BY G.C. , 16"0.C.PAINTED PT-04 7 C•• ' 7 \ :,• 7 ,...., ., /1 1/2"THICK TEMPERED GLAZING - - ..- IT EZ71 R06„7_,=-7,-.--%-•' . (”) SUPPLIED&INSTALLED BY G.C. i / 7 . i , - 7 7 A / t ..._ /..' - - 7 0 / /2N C.) OF 006' 7 7 /' 7 TRANSOM DETAIL 8 STOREFRONT TRANSOM HEADER DETAIL 9 TOP OF STOREFRONT DETAIL • A CONTRACTOR'S NOTES: 7 A7.1 SCALE: 6"=1-0" A7.1 SCALE: 3"=I-0" A7.1 SCALE: 3"=1-0" -77 N N 1 7A WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS.DO NOT SCALE 1 7 THE DRAWINGS.THE CONTRACTORS MUST _ - V N N 7 VISIT JOB SITE TO VERIFY ALL EXISTING 7 /1--- NOTE:NOT ALL DETAILS MAY APPLY, CONDITIONS AND DIMENSIONS BEFORE TO BE USED AS REQUIRED.SEE SUBMITTING BIDS.REPORT ANY 7 7 DISCREPANCIES OF ANY CONDMONS WHICH DRAWINGS FOR MORE INFORMATION. 7 /1 MAY INTERFERE WITH THE PROPER . 7 FXFCIJTION OF,THE CONTRACT TO THE 7 .).Cri TENANTS REPRESENTATIVE.REPORT ,I VW t DISCREPANCIES DURING BIDDING PROCESS 7 7 4 / N N AND BEFORE START OF CONSTRUCTION. 7 ( - -LEASELINE _______v . ;-, ... ADJ.FINISH -• •\I .. -\I CHANGE ORDERS WILL NOT BE APPROVED . cFOR DI Si T IS U0ENSE ARO OR SI NGCONFLICTS F ROMTEHEET FIELD THE 7 /"" • .: METAL PANEL ROLLED EDGE TIGHT TO - 5/8"TYPE De GYP.BD. - 5/8"TYPE DC GYP.BD. 1 -_; *-'-' PLANS AND THE EXISTING CONDITIONS. . •.• 5/8'TYPE X GYP.BD, ADJ.FINISH I 1717 ,./)X Z.K4)17 9'-71/2'A.F.F.d . „ ' 1/''• •.. ' -7"-N7 1/' ' •• BOTTOM OF SIGNBAND 11 • , e• '• 7 6" . . . ,7-PRANouTELERGOrloiDTGOEAPCAICENTPTMETAL GROOVE 5/8"TYPE'X GYP.BD. 3/4" '• •' •ROUTE GYP.BD.TO ACCEPT METAL , •.• •• -ROUTE GYP.130.TO ACCEPT METAL 4' ..•• . ' BLACK PRIOR TO INSTALLATION Z i-.--- PANEL ROLLED EDGE PAINT GROOVE Z ...um PANEL ROLLED EDGE PAINT GROOVE • , . . ., ., BLACK PRIOR TO INSTALLATION OF •' BLACK PRIOR TO INSTALLATION OF / c-7-7-7-7- OF PANELS to • '..**ss -. '..."•-•. PANELS • I ,, . • • . • , .." . ..\ • : • -• ,%, „ PANELS • / .*:.: . • : :: V "ill • I ' E'J/ 'I- . Ht. .---.....-,-,- 5/8"TYPE X GYP.BD. , :• • 5/8"TYPE X GYP.BD. / v_i_z_, : •• • ri\_ ' •, FIT METAL PANELS It t. .... •:' ' • ..• .'IL If`,1 • • •.. - ••• TIGHT '1 Z 5/r TYPE'X GYP.BD. 5/8'TYPE'X'GYP.BD. : :, .. ,__ - •' 1 1/2"TEMPERED GLAZING I 518"TYPE'X GYP.BI;. , •• • 1/2'TEMPERED GLAZING 5/8" ROUTE GYP.BD TO ACCEPT METAL 1/2' , L . I\ ROUTE GYP.BD TO ACCEPT METAL PANEL , .•.• •, . PANEL ROLLED EDGE PAINT GROOVE ROLLED EDGE PAINT GROOVE BLACK PRIOR — A DATE ISSUE ..- —METAL PANEL ROLLED METAL REVEAL- METAL PANEL ROLLED \I ./. BLACK PRIOR TO INSTALLATION OF PANELS EDGE TIGHT TO REVEAL EDGE TIGHT TO REVEAL TO INSTALLATION OF PANELS 08/18/17 L.L.REVIEW AND PERMIT 3/4"BLACK METAL REVEAL 7F - TUCK SEAM 7E - ENTRY 7G - TUCK SEAM 7A METAL SEAM 7B INSIDE CORNER 7C - REVEAL 7D - METAL REVEAL AT GLASS SOFFIT AT GLASS 5 STOREFRONT SIGNBAND DETAIL 6 METAL SEAM DETAIL A7.1 SCALE: 3"=1'-O" . A7.1 SCALE: 3"=1'-0" SEE STRUCTURAL MECHANICALLY UNISTRUT UNISTRUT P3000—\ f---UNIVERSAL BEAM DRAWINGS FOR MORE SECURE AS REQUIRED. SL OR EQUIV. CLAMP I' -2141 -44-41-W r / _11 I INFO. 2" • ; , FLUTED DECK ' / , 1" 1" . / LEASE LINE,, / . 1/2"TEMPERED SAFETY GLASS / ,• / ; WIDE FLANGE . / PROJECT NAME: BEAM,V.I.F. , / ' GLAZING VINYL(GRAY) 1 / , ; STOREFRONT CLADDED WITH WHITE POWDER • I , / , 1 COATED BREAK METAL,PC-02 OVER 1/2"MDF ,..._,...-4 _— / , . / / . --- ._ .)./7 / \ 1/4"SETTING BLOCK BUILT UP BOX BEAM HEADER. SEE STRUCTURAL DRAWINGS 1 OVER 3 5/8"18 GA.METAL STUDS @ 16"0.C. BRAKE METAL PROVIDED BY OLD CASTLE AND I LI '--- - -,..... ....„ ,,, 1/2"TEMPERED CLEAR GLASS -_,- / joh V.I.F. , . . , , ' FOR MORE INFO. 1, - T 1 ' INSTALLED BY G.C.FRAMING AND GYP.BD. LIDS GENESCO INC. 2" \-r B.O.BEAM , . --,.. 1 7555 WOODLAND DRIVE / 1 PROVIDED AND INSTALLED BY G.C. INDIANAPOLIS,IN 46278 CLEAR ANODIZED ALUMINUM 2"X6" _ , 1 : 3 "18 GA METAL STUDS 1 LEASE LINE --/ / BASE, PC-04 PROVIDED BY i / LOCATION: SETTING BLOCK(TYP.) . : , , FRAMING @ 16"0.C.BY G.C. -..,,, ' OLDCASTLE, INSTALLED BY G.C. li *-1 .,._ 7 G.C.TO PROVIDE AND INSTALL FRT WOOD WASHINGTON SQUARE MALL Co ‘7; - ..T ., . . In ; .• EXTEND MALL FLOORING TO MEET SILL BASE BLOCKING FOR HEADER ATTACHMENT SPACE#A13 '1 4"HIGH INTERMEDIATE'H'CHANNEL PC-04 --\ roilL.91 , , , .. ,:- .' 9585 SW WASHINGTON SQ.ROAD PROVIDED BY OLDCASTLE INSTALLED BY G.C. ,• to 40,7 , PORTLAND,OR,97223 G.C.TO PROVIDE ADDITIONAL LATERAL N / _ 7 LIDS#5665 '41- . 1\A • - STRAPPING BETWEEN MTL STUDS AND 03 BLOCKING FOR SHELVING SYSTEM IN 7 THREADED ROD,1/4' /-"-- , SOFFIT,AS REQ'D. G.C.TO MATCH BLACK SILICONE TO - ,.,7 1‘\/ A7.1 I PROJECT INFORMATION: DIA.MIN.SIZE AS REQ. •, ' , , BRAKE METAL COLORING 7 ', METAL FRAMING BEYOND, - 1 - /NI. 7 PROJECT NUMBER:2000-17 GLAZING VINYL(GRAY) ; V.I.F. . CLEAR ANODIZED ALUMINUM 2"X1 3/4"HEADER,PC-04 .,..Al/ PROVIDED BY OLDCASTLE,INSTALLED BY G.C. DRAWN BY: REVIEWED BY:WLS Ikt-7111 UNISTRUT P3000 • , / UNISTRUT P3000 SL OR EQUIV. Erz) SL OR EQUIV. , ,' 5. . / T I + - •• 5/8"GYP.BD.TYPE"X"OVER 3 5/8" LEASE LINE I . —i • - - Nt• 18 GA MTL STUD 16"O.C. 1/2*TEMPERED CLEAR GLASS L., \ A‘ SEE A3.0 FOR rr <. I -- -'' ' .17 I , ;-;.-- ! • - - PAINTED PT-04 I • . 4 • • • • • 1/2"THICK TEMPERED GLAZING SYSTEM 4. \ 4I'CEILING HGT. MECHANICALLY SECURE AS "N PROVIDED&INSTALLED BY G.C. TITLE: REQUIREDCOORDINATE SEE MANUFACTURERS MANUAL FOR , EXISTING CONC. SLAB WITH VENDOR FOR BOLT DISPLAY SYSTEM INFORMATION. / SIZE. \ ALUM.ANCHOR CHANNEL / STOREFRONT DETAILS RAMSET TO FLOOR NOTE:G.C.TO COORDINATE BOTTOM DETAIL FOR REFERENCE ONLY,G.C.TO UNISTRUT TO TOP UNISTRUT TO VERIFY ACTUAL FIELD CONDITIONS. SHEET NUMBER: ENSURE ALIGNMENT FOR THREADED ROD.VERIFY EXISTING CONDITIONS IN FIELD. \ 4 INTERMEDIATE MULLION DETAIL 3 STOREFRONT SHELVING DETAIL 2 STOREFRONT GLAZING BASE DETAIL 1 STOREFRONT GLAZING HEADER DETAIL A7 • 1 A7.1 SCALE: 6"=11-0" A7.1 SCALE: 1 1/2"=1'.-0" A7.1 SCALE: 6"=V-0" A7.1 SCALE: 3"=1'-0" _ . -- AFFIX POS SHROUDS TO COUNTERTOP;VERIFY :: POS DIMENSIONS TO DETERMINE PROPER SHROUD ,---- -- SIZE =-;-'--- ---.17- - ----- -_7.::,, --77,--7:.---77,-- __-_7-----_ ,,..,.art„."-.,--- _7:,.. ,,,,,,-._.,-,. -"t4"..7,==-_,, ,,i:a• ,____ CABINET& MAXIMUM OF 4"PROTRUSION FROM . POS SHROUD FRONT OF COUNTERTOP TO .-_-7=-.--..27- --7--;--- L'-, _:a----=_..-_ -_:•*:-c,._____7-:_--s-1 \ FRONT OF MOUNTING HARDWARE -0 COUNTER TOP 1"METAL 1III Li_ li..... Al 1: ! -' zi'Fr ---' - - ' -C*;[-E__1 _ :..r -.....„... e/r# FRAME&LEGS - ADJUSTABLE SHELF 7 _1 ,--.,_ -:--1 : 4 - IL = - 2 .. --,- .,.--_.-- _,.. - - -----_ _ _,-- _ - _ - --„_. __ _ ...... .*". ''4.7 ".......... ., ''' '.^.......7. -........... . ......,.......... /#7,/ 4A1 D-01> I I I 461 FROM ROAD 45°CHEVRON 71 / PARAMUS , NJ 07652 - 77 SIDE PANELS 973 . 253 . 9390 FAX --------__ WWW . SARGARCH . COM I ...-... ...--• .._ , • r ... , i r N . ; -___ CONSULTANT , ___,- < L1-: >01 • X X X 4-ID-0 gi EASY LIFT UP STAY *4: '• . ' \ AND ACCESSED THROUGH CABINET 1 I I •• - 6 FRONT CASHWRAP ELEVATION A8.0 SCALE: 3/4"=11-0" , 6'-0 1/2" (4EQ.) ARCHITECTURAL SEAL: 1 . .,OD ARC/ 12 CUSTOMIZATION SIDE ELEVATION 13 CUSTOMIZATION REAR ELEVATION w4r,":•. A85.0 4%.S-0 A8,0 SCALE: 3/4"=11-0" A8.0 SCALE: 3/4"=1'-0" ......, CABINET .1.4 ROB LOCKING CASH _dor if' Vr DRAWERS(2) ---- QUAD OUTLET 77 / DATA OUTLET EXISTING EMBROIDERY MACHINE ,,_ 2*DIA.GROMMET FOR ] d i DATA OUTLET QUAD OUTLET 0_.000:12., = •s,NJ cp ,------ / ( - ----"--- POWER/DATA ACCESS II II e OF - • \ - to I lat."' V .111d1 Th. _ ____„.._.:,--- OPEN FOR STORAGE I---i CONTRACTOR'S NOTES: • , _-- ---- • ZO - ADJUST.SHELF OPEN FOR STORAGE rr- _ ,, ,-e-i- - 3 \-- r_ I I I . \--4 1 I I WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS,DO NOT SCALE NI OPEN FOR TRASH ADJUSTABLE SHELF 1 . THE DRAWINGS,THE CONTRACTORS MUST ____-------"---- . I I VISIT JOB SITE TO VERIFY ALL EXISTING . • • 2.. c CONDMONS AND DIMENSIONS BEFORE ----- •.- _„,..... - suBmirrING BIDS.REPORT ANY •--- - ISO 1 I I DISCREPANCIES OF ANY CONDITIONS WHICH ' 1 • FrtYcINuTTEioRNF0ERFETHWIETHcoTNTHERAPRcOrrEoRTHE -" QUAD OUTLET 1 , . • _ , . I 1 WIRE CHASE \\-\/./ / • ./4-. • • , . * •• TENANTS REPRESENTATIVE REPORT . I 11 1 f".--- 1 1 --------DATA OUTLET / 0 z 1-• o z P -: N, , - 'V' N , , \ , • D. ru- DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED I / 31-0" POWER/DATA ACCESS wi-u o ce I- (,) = , \ \ N ,/ / N N = < to 0 C.) FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETVVEEN THE PLANS AND THE EXISTING CONDITIONS. T-6" Z..1 •(-- < /-\* / / / l'• 0 0 4 REAR CASHWRAP ELEVATION 5 CASHWRAP CABINET SECTION , ,....u.. , . .g, I- uj Z 0 11.1 1- z : A • . X X X. X / / = a) 0 m 17.71 L U = M.0 SCALE: 3/4"=11-0" A8.0 , %.: • ,• . I • • N. • .1 •• kt . A DAT F ISSUE 08/18/17 LI.REVIEW AND PERMIT t e •4t el I 10 CUSTOMIZATION FRONT ELEVATION 11 CUSTOMIZATION REAR ELEVATION \ . A8.0 SCALE: 3/4"=11-0" A8.0 SCALE: 3/4"=11-0" / POWER AND DATA PROVIDED FROM WALL ". • tb OPENING TO ACCOMMODATE Z...1 13 CLIENT PROVIDED EMBROIDERY EQUIPMENT. 2"DIA.GROMMET FOR ZNA A8.0 ----- ----- POWER/DATA ACCESS --\......_. ci..: I :-t . 0 2"DIA.GROMMET FOR 1 POWER/DATA ACCESS _ • A8.0 HIDDEN BENEATH EQUIP. I ADJUSTABLE SHELF 2 FRONT CASHWRAP ELEVATION 3 SIDE CASHWRAP ELEVATION 41 12 A8.0 SCALE: 3/4"=11-0" A8.0 SCALE: 3/4"=1-0" io A8.0 PROJECT NAME: 1 : --- WIRE CHASE LI f it IS 7:6 9 CUSTOMIZATION MONITOR ELEVATION LIDS GENESCO INC. 7555 WOODLAND DRIVE * INDLANAPOLIS,IN 46278 2"DIA.GROMMET FOR POWER/DATA A8.0 SCALE: 3/4"=11-0" LOCATION: ACCESS;VER GROMMET SIZE WITH OWNER .,,,t58.0 A:.0 ' WASHINGTON SQUARE MALL 9 SPACE#A13 0,, ri r- 2 2 /1 -Nx- f 9585 SW WASHINGTON SQ.ROAD 31-4" / , 7--.(tQ-0€1> / CI-- r-114 .% - . A8.0 PORTLAND,LILIDS 506R6,597223 1 I Zii PROJECT INFORMATION: '4- - , . . EN _..... PROJECT NUMBER:2000-17 ,. -.. -1..-- r- - I . -t J / 3'-O" - - DRAWN BY: REVIEWED BY:WLS I I I / 766... •.s. I I LI 4 A8.0 . . slig. N <) TITLE: It...~ z., CASEWORK DETAILS 'SI 7'-6" SIM \\\\\\:\\ ,. • 8 I t, T-O" )* 10 A8.0 I I • SHEET NUMBER: AE23.0 A8.0 3, I • • /1 1- 5,-31, TOEKICK RECESS 1 TYP. CASHWRAP 7 CUSTOMIZATION PLAN 8 CUSTOMIZATION MONITOR ELEVATION A8 0 . A8.0 SCALE: 3/4"=11-0" A8.0 SCALE: 3/4"=11-0" A8.0 SCALE: 3/4"=13-0" 't.:=t•- :77-- ,_ -•::_±._ ------ _':1.,,I,.._ _:: ei__.- ..17517-s7:_=-4-----''1.-_- -----•sZ -- -..;-:-.7--t!--_ --,-,4-: :.;.±.-- -_ __ -,;.'" ,•;___----1-7-f,-- --LA,:.- -1.-",r--.. _i----=-?.z- f----4----f--:-__-------:-. ---i---m=-_-_- __---=---------- _.:_- -=-- 1----7-_-__._. '----'----------------- -le..., --;---=-7- ,,,,Z.LAP•Mn_L,iz ___ - li.-7,-;--.,_— _-__-_--- --w-ga--- --___-_-7-_-- - --_- 7-_, ----, ---t.n•• =E"E.. ..__ ,--- .„;,.„,,'„-,-. - -, H-7 _ 'T.---:-----±i--=-1-_------,---:-,.-_----"T'i-Z--'----:--; -;----;_- _-:-#'_I-3--7- -:-.---, 1.,--:1---f-- -- -=--7---- --t-1-_- _--'Z.":". • _- __--7„---_- - ------- ----•.----,-- ----,-v---------- -,,-----. --- .-,7--,--:_- . -t• ARo- It --tr ti ,,- _ -- .--... - i , „v_..,. _z-Al Ria - l -' 1—1 S'-- 1 461 FROM ROAD PARAMUS , NJ 07652 9 7 3 . 2 5 3 . 9 3 9 3 TEL 9 7 3 . 2 5 3 . 9 3 9 0 FAX WWW . SARGARCH . COM CONSULTANT (ENGINEER): 4'-2” 4'-2" • , ete NEW INSTALL ., NEW INSTALL ARCHITECTURAL SEAL: I II i ) I \\*\\ \4 ' .\\Ns. \\, \\1/4 \. 4til C) LU ROB ,,:---,•.--/ • " 6 .„ . -......,_ u <,-3 v. -----6"HIGH X 3/4"FRT 1 ® o iii o o '''''''\____ ____._ i 6"HIGH X 3/4"FRT !..:, - 1-:, PLYWOOD WOOD BLOCKING PLYWOOD WOOD o t _ _.---z-z-_-_-• BLOCKING ADJUSTABLE ANGLE WALL —757-- ADJUSTABLE ANGLE ADJUSTABLE ANGLE WALL 'V 0 F 0 MOUNT TO BE ATTACHED TO Cit e "::'.4..._ ..:::)._,--7------------ MOUNT ARM MOUNT TO BE ATTACHED TO . 2"X4"WOOD BLOCKING - 2"X4"WOOD BLOCKING AI ..:...........,....."..........---- - tt CONTRACTOR'S NOTES: \ . _.......... ) "DIA.LEVELING 00 $°°..... 3SEVIS2MIC FLOOR PLATE 3 1/2"DIA.LEVELING SHELVING WRITTEN SNS Hi01:1PREFRCIEN CE OVER SCALED DIMENSIONS.DO NOT SCALE SEISMIC FLOOR PLATE THE DRAWINGS.THE CONTRACTORS MUST * .l..1.1.1...1.1. 1.°...e. ... SHELVING VISIT JOB SITE TO VERIFY ALL EXISTING CONDMONS AND DIMENSIONS BEFORE if 1 C .41111,3 2[:. SUBMITTING BIDS.FtEPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH - A8.1 A8.1 A8.1 MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. 'itt\.:3 CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD ,....A11.:21 CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. * PLAN VIEW PLAN VIEW A DATE ISSUE 08/18/17 L.L.REVIEW AND PERMIT ----- ---- -\—. \ --\\•.- ,,,'''''' 15:. / E -.N• 6"HIGH X 3/4"FRT PLYWOOD WOOD / V.LF. SIZ ,MAY V ; -;- , ........, Ns• 6"HIGH X 3/4"FRT PLYWOOD WOOD / 1 4110- A*1 BLOCKING PAINTED TO MATCH WALL 7 i ' ' BLOCKING PAINTED TO MATCH WALL 1' 4`-6" 'I -\---ADJUSTABLE ANGLE WALL _ ( iblh."11141111111" ADJUSTABLE ANGLE WALL ..., ";... - \•.7 \. 1.1"-- \ MOUNT/ARM TO BE ATTACHED ,...1., ..J —. MOUNT/ARM TO BE ATTACHED _ . TO BLOCKING — T- r\ TO BLOCKING.''''•\\N".,,. 1 /I \ -- • / ----- • . / Fr ADJUSTABLE ....7 , ...."' tNI ANGLE WALL ----- • •--....._ _....--- ''''' ' ZNA z N.„..... --......._ .....---- MOUNT/ARM TO BE ATTACHED • . TO BLOCKING ../// i , i ..„....:,\.\ „\\ .._...,...\\., /.!• ' t _ 1 Nc q 1 ' II \ '•.... _,_ LINE OF 6"HIGH X 3/4"FRT .------ e .------- •• \ PLYWOOD WOOD BLOCKING ----- Lti PAINTED TO MATCH WALL PROJECT NAME: Ix • , . , I I— ------ • -----2. • X ---- , -_ -, . — ;• z:.?) ......— • — . -.::' _,Pir -- , ,., — a_ ...-----___- • LIDS GENESCO INC. 7555 WOODLAND DRIVE I-- L INDIANAPOLIS,IN 46278 No C .--------- ' 76 ' ....--------- • — LOCATION: WASHINGTON SQUARE MALL • SPACE#Al 3 1 , .................-- .• --------- . 9585 SW WASHINGTON SQ.ROAD \ PORTLAND,OR,97223 LIDS#5665 -------- ' ....-------- • PROJECT INFORMATION: PROJECT NUMBER:2000-17 LEVELING SIESMIC 3 1/2"DIA. LEVELING SIESMIC 3 1/2"DIA. - LEVELING SIESMIC 3 1/2"DIA. ,------ --------- \ FLOOR PLATE TO BE SECURED DRAWN BY: REVIEWED BY:WLS — FLOOR PLATE - \40.. FLOOR PLATE TO BE SECURED TO SLAB USING EXP BOLTS TO SLAB USING EXP BOLTS ____ 1.• - r...._ , lie I 441' ...------ :,-- • .., ,.. . . .,,,_ • , ..... • TITLE: WB-01 BASE WB-01 BASE 1B FRONT ELEVATION 1C SECTION 2B SECTION PERIMETER FIXTUREDETAILS SHEET NUMBER: 1 ANGLED PERIMETER WALL FIXTURE 2 PERIMETER WALL FIXTURE A8.1 SCALE: 3/4"=1'-13" _ A8.1 SCALE: 314"=1'.-0" . .tet7i.„.„.....„,____. _____ ___, _- - _.„.______ _ 5...._.„.,____„„_,_, STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH LIGHT GAUGE METAL FRAMING: �"��"'� ---W---- ---7 -1:- ----------------- -----------L. :-L—:. ARCHITECTURAL MECHANICAL AND ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE S V. 'I GENERAL STRU CTU RAL NOTES AND INDEX } REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. METAL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR f _ A 54,68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR n 33 AND 43 MIL AND 50,000 PSI FOR 54,68 AND 97 MIL THICKNESSES. LIGHT GAUGE FRAMING SHALL BE OF THE SIZE,GAUGE, S 1 .0 STOREFRONT P LAN A H� _ THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. NOTES AND DETAILS ON THE STRUCTURAL AND SPACING SHOWN ON THE DRAWINGS. DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, S2.0 STOREFRONT SECTIONS 4 6 1 FROM RAD PAR MUS , NJ 07662 CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION(SSMA)STANDARDS ARE 9 7 3 . 2 5 3 9 3 9 3 USED IN THIS PACKAGE. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY: S4.0 DETAILS TEL S.73.253.9'390 FAX CODE REQUIREMENTS: WWW.SARGARCH,COM CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC), BASED ON THE 2012 INTERNATIONAL BUILDING 362 S 162 - 33 CONSULTANT (ENGINEER): CODE(IBC). WEB SIZE �— THICKNESS(MILS) .. . TEMPORARY CONDITIONS: i 3 MEMBER TYPE FLANGE SIZE THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR IS RESPONSIBLE FOR . 11 111a _ FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION'S(SSMA)RECOMMENDATIONS. 111 SW Fifth Ave.,Suite 2500 Portland,OR 97204 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF 0:503.227.3251 THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. ALL FIELD CUTTING OF STUDS MUST BE BY SAWING,SHEARING,OR PLASMA CUTTING. OTHER CUTTING METHODS OF F:503.227.7980 COLD-FORMED MEMBERS ARE UNACCEPTABLE. www.kpff,com EXISTING CONDITIONS: ENGINEER SEAL: ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR SHALL NOTIFY THE NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE. ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. -�'' r . •! , 0 PROF�Csslr2ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE DESIGN CRITERIA: TRACKS WITH A MAXIMUM GAP TOLERANCE OF 118"BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL Ao, V 1 � F,fy mac-' THICKNESS OF 68 MIL AND GREATER,THE MAXIMUM GAP TOLERANCE IS REDUCED TO 1116". I DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN,WITH LIVE LOADS(L.L.)REDUCED PER OSSC: J GREG IN SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE. y DESIGN CRITERIA SRADLY 0� GRAVITY SYSTEM CRITERIA CONTRACTOR TO ENSURE PUNCH OUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO I EMS 12-31.18 I LENGTH. FLOOR LIVE LOADS: I UNIFORM LOAD I CONCENTRATED LOAD CONTRACTOR'S NOTES: ASSEMBLY AREAS, RETAIL 100 PSF L.L. 1 2,000 LBS. ALL HEADERS/BUILT-UP BEAMS ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY. NCE STORAGE AREAS ABOVE CEILINGS 20 PSF L.L. OVERS"DIMENSIONS ENSIONS.DONOOTSCCALE THE DRAWINGS.THE CONTRACTORS MUST WIND CRITERIAVISITJC'BSITETOVERIFYALLEXISTING LIGHT GAUGE FRAMING CONNECTIONS SHALL BE AS FOLLOWS CONDITIONS AND DIMENSIONS BEFORE SUBMIT TING BIDS.REPORT ANY INTERNAL PRESSURE 1 5 PSF DISCRE'ANCIESOFANY CONDITIONS WHICH WAY fNTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE SEISMIC CRITERIA LIGHT GAUGE METAL FRAMING CONNECTIONS TENArt1'SREPRESENTATIVE.REPORT DISCRE'ANCIES DURING BIDDING RISK CATEGORY II FASTENER PRODUCT PROCESS AND BEFORE EG ORDERS WILL, SEISMIC DESIGN CATEGORY D SCREWS ELCO DRIL-FLS NOT BE APPROVED FOR ISSUES ARISING OR HILTI KWIK-FLEX(ESR-3332) FROM THE FIELD CONDITIONS CR CONFL+:TS BETWEEN THE PLANS ANO THE SITE CLASS 0(ASSUMED PAF'S HILTI X-U(ESR-2269) EXISTING CONDITIONS. IMPORTANCE FACTOR IE= 1.0 MCE SPECTRAL ACCELERATION Ss=0.98 S1 =0.43 FOR SCREWS,PROVIDE 3/4"MINIMUM CLEARANCE FROM ALL EDGES AND 3/4"MINIMUM CENTER TO CENTER SPACING. SITE COEFFICIENT Fa= 1.11 Fv= 1.58 • = • DESIGN SPECTRAL ACCELERATION SDS =0.72 SDI =0.45 FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES MAY BE SUBMITTED FOR APPROVAL SPECIAL INSPECTION AND TESTING: SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN WELDING SHALL CONFORM WITH AWS D1.3. J DATE ISSUE THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.1.CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND 1 O8118,UU L.L.REVIEW AND PERMIT ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING: SUBMITTALS ITEM I SUBMITTALt 4 DEFERRED COMMENTS SPECIAL INSPECTIONS ( , ) SUBMITTAL(2,4) I LIGHT GAUGE METAL FRAMING X I I 1 TABLE 1 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS I FOOTNOTES: OSSC CODE CODE OR FREQUENCY(NOTE 5) � REFERENCE STANDARD 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF REFERENCE CONTINUOUS PERIODIC STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, POST INSTALLED CONCRETE ANCHORS THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND POST INSTALLED ANCHORS INSTALLATION IN HARDENED1908.$ ACE 318: 1,3, 3.8.6 X(NOTE 6) INSPECTION REQUIREMENTS PER ICC EVALUATION ACCEPTANCE OF THE STRUCTURAL ENGINEER. CONCRETE 1909.1 I REPORT 2. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE STATEMENT OF SPECIAL INSPECTION NOTES: DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE • - OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2014 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO TABLE 1 FOR SPECIAL FOR ALL CONNECTIONS TO THE STRUCTURE,CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY I I i THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER INSPECTION REQUIREMENTS. "DESIGN CRITERIA". PROJECT NAME: 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTMAI EQUIPMENT, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE.CONNECTIONS TO STRUCTURE SHALL E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF /` CONFORM TO ASCE 7-10 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. m msµ.. BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. LIDS GENESCC INC.7555 YJbODUND DRIVE INDIANAPOLIS.IN 48278 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE LOCATION:DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. D AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. WASHINGTON SQUARE MALL .1 SPACE#A139585SW 5. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD 4 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER,ARCHITECT, CONTRACTOR, WAEHINGTON SQ. PORTLAND, OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE DETAILERS TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE CREATION OF THE PLACING DRAWINGS AS AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN OR,97223 UDS#5665 WELL AS ALL REFERENCES TO THE OUTSIDE SOURCE FILES. CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. CONCRETE ACCESSORIES: 1 POST-INSTALLED ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS OR AS FOLLOWS: 5. INSPECTION TYPES PROJECT INFORMATION: PROJECT r LIMBER:200047 13 7) CONTINUOUS :THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE DRAWN BY MAF REVIEWEDBY:TCS 2. L POST INSTALLED CONCRETE ANCHORS THE WORK IS BEING PERFORMED. 1 -. PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE o TYPE APPROVED ANCHORS AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. 7 E CONCRETE SCREW ' HILTI KWIK HUS-EZ(ICC ESR-3027) co 6. SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURERS INSTALLATION TITLE: ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. nPRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE"EFFECTIVE" EMBEDMENTS. REFERENCE • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. ri ca MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. NOTESAL STRUCTURAL D - AND INDEX REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR IN WRITING ALONG WITH EVIDENCE OF EQUAL ° � OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED SHEET NUMBER: I DURING INSTALLATION. ANCHOR EVAULATION REPORT. eco vco r 2VIS 0 i l Its p 1 -_,------:. % ----t-.,7,---. -_,- _-__-----,.,-- ------:—,-_=..---L-, '_------ -1-- -- ------------: 7.-..-__=-7.- -- -L-7-*?. - -.Z-1.7.-.---,i 7 --_,.„4.,7:_• _,„-7.____,_ ::::------ --,:--_-,... -----------.7-...-- ---z__-=---—-.„,-7,--. .-,-.----7z-_-_-_,,,,. .. - ----•.---171',7_,"t--- -==-l'--------- .7,-,,,:-...--------__- _-",.__,-:,, _.7--_r.,--...i-1------ ---------?..41,-.7:-_L--_-= ,,,-____-_-.;.----------7------. 7 : ---=-7---.="----v-,--;--,--n- =----7-,-- ---- -----7_-_-7L--- ----7.,-.7 _± --7---Zr. , 401 CD -_ - A n - .' - ., -- • --_,- 1 _p,_R_ G:1E-__--NI - ----- ... ----- --AP--------T- -.4.- -...,. -! • : - ,.... T2E7C-4-174S3 46111/4" ... - ..---4-... .._i_ ,._ 4..--___ - -...-_ . _ 7. ._ / , is. 2'-6Y4" co co 461 FROM ROAD / 0 et, PARAMUS , NJ 07652 €.144Z t,c) 9 7 3 . 2 5 3 . 9 3 9 3 TEL. 973.253.9390 FAX (E)BULKHEAD LINE WWW.SARGARCH.00 M-----7----.. •;.• 1/4.. .i.-------.(E)DEMISING WALL . CONSULTANT (ENGINEER): ; 401 . -t.„, OMR •inia• IISMOP .11.P. MOM 0101.• NNW NW.* .1.. MEM MINI I , ','r ,__.. ,,_ .,, 14* :I- - 1 iiil I I 1 I g. / 3628162-43© 16"o.c. - (ABOVE) 111 SW Fifth Ave.,Suite 2500 ---1 — . I I Portland,OR 97204 4 0:503.227.3251 600S162-43 BUILT-UP . . AllnkF:503.227.2980 8005162-54 BUILT-UP--. BOX HEADER I , . mnivw.kpacorn t - BOX HEADER (BELOW)(BELOW) 51 I 1 (ABOVE) I F— ENGIN EER SEAL: 1 mri 1 i I 1 9N _ 1H _ _ i ., ., i „ [-_-_1 ,--, , 0 ....... , t. , .., i _ _, , ,, ..„ „,,,,,,,,,!.,,..„ :0 :..... .„ , ,.,..,, ,....„ 4E, s. • ,,,,, CI 7 ..ir t!•'' or e . ..., • \I111al ....., ..." - ; „...„ ..... ..---..- OREGO1 I 10 (E)BULKHEAD LINEM- I r.f..., , • T.? TYP foi ,, ...io, .k a'AIDLY 14`). .fr ....., %„ s* ...„ 1 7fi ,,,z, ,.• b 11.41, ki,. .,/, JEms 12-31-18 I , . 1:4 CONTRACTOR'S NOTES: ---'. , 0' 19. ., ..._......., ,i- lki 8008162-64 BUILT-UP----N\ , ' (E)DEMISING WALL — I .........i ! BOX HEADER i . s' - i WRITTEN DIMENSIONS HOLD PREFERENCE ------ i st..,,,,, .." OVER SCALED DIMENSIONS.DO NOT SCALE ....N.Ni _ •.,, r I.-, f .., THE DRAWINGS,THE CONTRACTORS MUST . (ABOVE) 7 ..e,..k. ,- ,, I /- , „-- visa A 6 SITE 70 VERIFY ALL EXISTING / .,-/ coNonIONS AND DIMENSIONS BEFORE• .,•'" SUBMIT TING BIDS.REPORT ANY \-.;t\l 1/ .- : ...," 1 ,.,.." DISCRE PANCIES OF ANY CONDITIONS 1000S162-64 BUILT-UP , WHICH MAY INTERFERE MATH THE PROPER I 1 """‘ /'• ,,,..., ink BOX HEADER '''k, :-. EXECITION OF.THE CONTRACT TO TI-E TENAW'S REPRESENTATIVE.REPORT I i 1 (BELOW) ; • . ..,- ‘ r 82.0 DISCREPANCIES DURING BIDDING FROGS LS AND BEFORE START OF NEW SOFFIT LINE---"'-...., ,-' , CONSTI tUCTION.CHANGE ORDERS VVILL i I NOT BE APPROVED FOR ISSUES FROM I HE FIELD CONDITIONS OR I I CONFLI 7H :TS BEIWEEN E PLANS AND THE,..---: -•- EXIST%G CONDMONS. 1 I I MALL CONCOURSE 1 I Ark i 1 ,40' .. il $4.0 ' , , 1 _..--' 82.0 i iizajol TYR. It i. \ eg:, } viii :-. , •••••••11111Willle 4.1.1= WM* OMR ... ., AMIN 11.4.0. MIMI, IMO 4100111 \ \ , . , DATE ISSUE (E)DEMISING WALL—" i oanati;. LJ-REVIEW AND PERIVIIT NOTES: I ADJACENT TENANT I 1. REF. 1/54.0 FOR BU1LT-UP POST DETAIL. 2. REF.ARCH.FOR ADDITIONAL INFORMATION NOT SHOWN. 2T-8X" . , 2'-6" , I / 1 I STOREFRONT AT GLAZING 3/8"=1'-0" I I PROJECT NAME: 3t' ' • - "'"' i-it i'!!./ -:. VI' ';,'4. • "1, UDS GENE=1 INC.7555 WCOCLAND DRIVE INDIANAPOUS,IN 46278 ,-- LOCATION: 4,4 D Rs. o WASHINGTON SQUARE MALL cii SPACE#A13 9605 SW WA3HINGTON SQ. PORTLAND, OR,97223 LIDS#5665 al , 0 ci PROJECT INFORMATION: LA PROJECT NUMBER:2000-1T CP DRAWN IV:MAP REVIEWED BY:MS a 0 Ki tie 0 /... 3,.....•,t I 01 C 5,... TITLE: 472 al in '-- ...," kr)01 - LNI STOREFRONT PLAN (r) C7)i25 0 r...--,.., C4 SHEET NUMBER: 0 rs, 0:47 0 CO .C•4 13- . 4-a S 1 ill 0 Zu 15 __ - __ __.___ =1:7 7 \. iFlLl = T 461 F ROM ROAD PARAM US, NJ 07652 9 7 3 . 2 5 3 . 9 3 9 3 TEL. 617 3.253.9390 FAX WWW.SARGARCH-COM CONSULTANT (ENGINEER): T4"PLYWOOD w1#10 SCREWS 111 SW Fifth Ave..,Suite 2500 (16"0.c. INTO EACH STUD Portland,OR 97204 y / / 0:503.227.3251 (E)MALL BULKHEAD (E)MALL BULKHEAD- ,,,/// I":503.227.7980 STUD STUD STUD REF. PLANREF. PLAN REF. PIANENGIJEER.Swvvw EAL:14'-7 i12"A.F.F. 14'-71/2"A.F.F. 14'-7112"A.F.1 � f +U.S. MALL CEILING --- . ._ _ __ :'- ' _ -�- -r- - - AI va a. /BMW,"- f--- 4. __1--- -__:-_==-:-..-7----__,:,______--:."7---_________ __-:_74 � �*�„,, r+#I`”**.,' . „ . _ _ _ -, _ +tMALL CEILING -'�•-��-�r� "• �� ,.,, � BUILT-UP BOX HEADER _ _ W - U.S.MALL CEILINGp PRQ�_ _ ++. - - ; :- - . REF. PLAN TYP. r •� �� +t .l� t T.O.STOREFRONT t .�,` �F`Ss!.y+± , - - �� ` ` ++_ 1 T.O.STOREFRONT - �± - _ _ ++� _ `, # t Ii _ I I 1 I I 1 I I rr 11 `' �' BUILT-UP BOX HEADER - I I I I +#I I I I I I REF. PLAN TYP. I I ` I t BU1LT UP BOX HEADER I I `; 11 I I 1 (4)#10 SCREWS TYP. • ,/ 1 I r- ..%1 — ., REF. PLAN TYP. 1 ('� 6 '- 1 36251132-43 16”o.c.TYP. �,�IOR �O 9� '- Al I s4.I# - `' U.N.O. �R��a�Y Yl , - 1 - - - -- �,,;, _ - -/- - - - - - - + � - !( 1 1241.18 I \{# ` 12'-0112"A.F.F. ` ++`� I 12...01/2"A.F.F. Z / * _ 1 12=0 i!2"A.F.F. GLAZING/ CONTRACTOR'SNOTES: ' B.O. MALL BULKHEAD/ I 1 T.Q.STOREFRONT GLAZING/ l._._ — _. 1 T.O.STOREFRONT GLAZIN N . T.U.SALES A.G.T. `� U.S.ENTRY SOFFIT —— _ U.S. ENTRY SOFFIT I I -- HOLDWRITTEN DIMENSIONS: , PREFERENCE 3 3 � OVER 9:.ALEd DIMENSIONS.DO NOT SCALE THE DR4WING$.THE CONTRACTORS MUST VISIT JCS SITE'TO VERIFY AU_SCSTING SUSPENDED CEILING _ 84.0 SUSPENDED CEILINGCONDITIONS PORE TYP. REF.PLAN S4.0 SUSPENDED CEILING ----. 84,0 CONDITIONS AND DIMENSIONS BEFORE REF. PLAN .` TYP. TYP. DISCRE'ANCIESOFANYCONDITIONS WHICH OAT INTERFERE WITH THE PROPER EXECU'11ON OF,THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT L4444‘. DISCRE'ANCIEB REPRESENTATIVE.BIDDING 9'-7112"A.F.F. 352S162�43 BRACE PROCEIEL AND BF.FORE START OF CONST!UCTION.CHANGE ORDERS WILL LEASE LINE LEASE LINE NOT BE APPROVED FOR ISSUES ARISING � U.S.SIGN BAND ..�'' � @ 4'-0"o.c.TYP. / � NOTERMT-IE FIELDROV D FOR IONS/SSU S A CONFLr2TS SE'1WEEN THE PLANS AND THE iti, SIGN AND CONNECTIONS - EXIS'i1NGCONDITSONS. BY OTHERS STOREFRONT GLAZING .. --STOREFRONT GLAZINGSTOREFRONT GLAZING REF.ARCH. REF.ARCH. REF,ARCH. DATE ISSUE MUM L.L REVIEW AND PERMIT ,,,...----- LEASE LINE COLUMN LINE — ---- BEYOND SALES AREA MALL CONCOURSE SALES AREA MALL CONCOURSE SALES AREA MALL CONCOURSE .._. I f_! .._.) PROJECT NAME: I 1 si ff I 0,-0"A.F.F. - 0'-0"A.F.F. I I O'-fl"A.F.F. _ , FINISHED FLOOR FINISHED FLOOR if FINISHED FLOOR I LIDS GERM:4 INC.7555 WOODLAND DRNE INDIANAPCUS,IN _--_. _..- +2711 LOCATION: o 84.0 t"1(P. WASHINGTON SQUARE MALL 155 SPACE#A13 585 SW WASH GTTON SQ.PORTLAND, OR,97223 LIDS#5665 3 t3 0 0.1 NOTES: NOTES: NOTE: PROJECT INFORMATION: to 4 REF.ARCH FOR ADDITIONAL INFORMATION NOT SHOWN.LT) PRO,IEGTt113MBER 26D0-17 CO 1, REF. 1/52.0 FOR ADDITIONAL INFORMATION NOT SHOWN. 1. REF. 1/S2.0 FOR ADDITIONAL INFORMATION NOT SHOWN.0) DRAWN :MAF REVIEWED sY:TCS 2, REF.ARCH.FOR ADDITIONAL INFORMATION NOT SHOWN. 2. REF.ARCH. FOR ADDITIONAL INFORMATION NOT SHOWN. C471 ti; 0 L- 0 42 2E 5 . TITLE: o ,, 0 to itl STOREFRONT SECTIONS STOREFRONT AT ENTRANCE STOREFRONT AT AING ST3EFRONT AT GLAZIN SHEETNUMBER: .1~ 1 ` 3/4"=11-0" Com' .� 4.71 ÷cyj S2 . 0 CZ;ei. -. . _ . . ..... • �.�_ = _ =ice _i�---E--•=0 �_ �-==-� 362T150-43 _-. _- _ -'= --- � -- ` - (2)362T150.43 COVER TRACK I • (STOP 1V"FROM END OF STUD) - z -__- � ---(1)3'' 0 HILTI t T_ _--,-=_ #10 SCRiS 7*---:-.- HUS-EZ w!1 5l" -- EACH T ~3(NOT AT SIM.) 5 � G' 1 -11 III II -1- 11 i 1 v� 481 FRaM ROAD Il (I (6)#10 SCREWS -7-1 ! PARAMUS. NJ O7fi52 u AT SIM. 9 7 3 . 2 5 3 . 9 3 9 3 1 - -fit I TEL 973.253.9390 FAX BUILT-UP #10 SCREW- + 'WNW.SARGARCH.COM BOX HEADER E 16"a.c. (2)3625162-43 REF.PLAN VERT. + mJ + CONSULTANT(ENGINEER): cl L ...zo..1 1 .. \-,. . i _. .. II A . V d I 1 .._. 1 . s. (6)#10 -- 3W / 3W SCREWS w AT POST r 111 SW Fifth Ave.,Suite 25Q0 ABOVE BASE AT BASE Portland,227 97204 F:503.227.7980 I - ""'��(2)#10 SCREWS www.kpff.cam EACH SIDE INTO NOTES: 1..k••••••• I POST 1. STUD TO BE FULLY SEATED. ENGINEER SEAL: 2 REF.GENERAL STRUCTURAL NOTES , i t 1 • ,ir REQUIREMENTS.50.1 FOR AL INSPECTION = `��,j} PR{)FEs,�f¢ + + 44 1 _' .e `-. 0 TYP. BUILT -UP POST r �--• is. GO . 6" " * r vie I EVE 12.31-18 I Ank CONTRACTOR'S NOTES: S4.0 1 _- __I r _- _ .. I r—_ A— WRITTE N DIMENSIONS HOLD PREFERENCE OVER ECA1.ED DIMENSIONS.DO NOTSCALE 54.0 I me OR WINOS_THECONTRACTORSMUST SIM. vtsrr STING 44x12x18 GA.PLATEDITIO SITE DIMENSIONS BEFORE BUILT-UP "..,0"-----EACH SIDE OF HEADER STUD REF.SECTION SUBMIT TING BIDS.REPORT ANY RE PANCIES OF ANY CON MIMS BOX HEADER (ATTACH wi(12)#10 DISCIH VIAY INTERFERE WLTHTHE PROPER + + REF.PLAN7 SCREWS). t�.NOTEcari 3s ON°PFRl SENTA, REPORT CONTRACT E 4) x8x18 GA.AT SIM,wl DISCREPANCIES DURING BIDDING (8)#10 SCREWS. CROW CC T UUUCTIDON8EFORE.CHANGEARS WILL NOT SE APPROVED FOR ISSUES ARISING I FROM THE FIELD CONDITIONS CR CCNFLI^,TS BETWEEN THE PLANS AND THE + + I i -- I 1 + E i + I -E- I EXISTING CONimma's. _ _ I 1 t � 1 IfJJ 1 1 + +...„. ..,..... 1 + + 1 1 1 I I ...„.. - - ; - + ; + + J I I I I E DATE' ISSUE 1r- 05,15/1}' LLREVIEW AND PERMIT I---- } — L3x3x18 GA.x 0*-33"wf BUILT-UP BOX HEADER - C (4)#10 SCREWS EACH LEG- REF.PLAN 1 (EACH SIDE) BUILT-UP BOX HEADER (WHERE OCCURS) BUILT-UP POST " REF.1/64,0 I i I • 0 HANGER HEADER CONNECTION HEADER TO POST CONNECTION 3i1.1 WI 311 1*'0,. .. PROJECT NAME: (E)ANGLE GLASS BRACE ��- REI~.ARCH7...----REF. STUD(WHERE OCCURS) ata (V-I.F.) STUD BRACE SECTION 14ir + I REF,SECTION � 2 #10 SCREW -r- I { } 1 1 --sari50-54 = LIDS OENESC[)WC,7555 WOODLAND DRAM INDIANAPOLIS,IN eas C1116"o.c. I 1 - 4627a 1 1 •..,,(1)#10 SCREW 4,4 (E) SLAB ON 'Ibsi '1REF ARCH ION I I I' EACH SIDE LOCATION: �, (GRADE 1 „� i..—.- -- d at k WASHINGTON SQUARE MALL SPACE#Al39585SW d r ' 3 " STUD WASHINGTON SQ. PORTLAND, /s B HILTI HUS- w!1%" (WHERE OCCURS) OR,97223 LIDS#5665 0 -^ ' r EMBEDMENT 24°o.°. BUILT-UP BOX - ,. ' . ' REF.SECTION (ICC ESR-3027) HEADER REF.PLAN Ci 1 . �, ,� ,e . ,s .� ' . # .� A � � �. I REF.2154.01=0R ,� + r . - ►' POST CONNECTION PROJECT INFORMATION: RIS c„` ....../....1 + . .. ` PROJECT TIMBER:2000-17 - --'••- V DRAWN BV:MAF REVIEWED BY:TCS t'z I r —� + 4 i EW - { 1,,.. L . I '`-•.._�( )# 0 SCR S r 0 L U • o U • p U00 Q $ O u • * U • O U * 0 gj • Q U C3 0 , o "O a 0 C 0 O . �y "O • cf a0 • 0 0 • o "O • O 00• O 00 • t! 0., - D #0 • cs as s ca ••o °02 • 01'0 • 0 '20 . .:1.°0 • 0 ° 5 c ,,. - -- L4x4x1$GA.CLIP • a °a • o °a • o °1' • o °0 • o °o • o °a • - ° „e,..'.'""*""'”362#1550 W1 wl(4}#i2 SCREWS '^ • ^ °o • c °0A4 "v .o °0 • - ' Y _ I @ 60SCREW (E)HSS 16 o.c. TITLE: ii E INTO STEEL BULKHEAD EACH SIDE NATE: II 0 rn ci TUBE REF.GENERAL STRUCTURAL DETAILS g !( VLF.) NOTES S0.1 FOR SPECIAL oINSPECTION REQUIREMENTS. SHEET NUMBER: o� Q03 IN - ' BRACE CONN. TO STRUCTURE TYP. CURB DETAILS4 . 0 0 6 3"=l'—O" � 3",1'„B' 6"=11-0" Li. a. .. . .,, .,,, .... ...-__ S A R G EENCTT S 44'-5112"LEASE LINE ARCHIT 28'-4318" 1, 15-91/2" 3 101 1 STOCK ROOM I ADJACENT TENANT: 100 SALES AREA 4 6 1 F R O M R O A D P A R A M U S , N ] 0 7 6 5 2 ,T,,,/,_71„...7.40!„„1,f 9 7 3 . 2 5 3 . 9 3 9 3 T E L 9 7 3 . 2 5 3 . 9 3 9 0 F A X WWW . SARGARCH . COM 0 © CONSULTANT t -- - - - - -- ._\_, (ENGINEER): ■ rELE—F — — ---- — l — _�_ — .I1. I „ T rwslog‘srililln " •i _ ` 1 1 V IAlill 1 Li1-- . _____H- • / 1 I (9 1 x I I - J I I I • X3 I w � - Li 1 _ em t _, __ , A, 4, L.-- ,_ I-- ----i © ' ' J a , , / gale f N 4' i ..., . „ , u., U ------AlicIP '/*/ . 0 1 I ' �� ARCHITECTURAL SEAL: 0 _ 1 AR ISD111 eL'sr CA © C � Ros ; 1 ' I I1n ` p' oiliern IS,Ni biz? 1 102 I TOILET ROOM 1 • I / OFOVA r 0 �� T IS I • r X3 • . • • _. ___.1 . . , +, CONTRACTOR'S NOTES: 12 ,, LA_ . - 1 ill 1 1 1 1 . .r" . _. •I. :A., 11.1�, 1 �,D�GOJ \�p� WRITTEN DIMENSIONS HOLD PREFERENCE — — — — P�� 1+�, OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING ••"› CONDITIONS AND DIMENSIONS FORE SUBMITTING BIDS.REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE TENANT'S REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES HE Fiao 1001 SALES AREA I CONDITIONS OR ARISING ICCTSM TBETWEEN THE ADJACENT TENANT PLANS AND THE EXISTING CONDITIONS. 2T-8112"LEASE LINE c&"LEASE LII 1 TELECOMUNICATION PLAN TC1.0 SCALE: 114"=1'-0" TYPICAL SPEAKER WIRING DIAGRAM II TYPICAL PHONE AND DATA LINE DIAGRAM FOR DOUBLE POS CASHWRAP 11 TELECOMMUNICATION KEY NOTES I/ DATE ISSUE 08/18/17 L.L. REVIEW AND PERMIT _!....,!:!!!!,!!!,!!!!!„..!!!!!!!!!!!!!!!!:\ ` TELEPHONE EQUIPMENT MOUNTING BACKER BOARD-24"X 30"X 314" FRT PLYWOOD vC (CONTRACTOR FURNISH, CONTRACTOR INSTALL) INSTALL NEW PHONE AND DATA 1 EQUIPMENT ON BOARD- INSTALL BOTTOM EDGE OF PLYWOOD AT 60"A.F.F. - REFER / TO PLAN FOR LOCATION-REFER TO ELECTRICAL DRAWINGS FOR ADDITIONALT----- INFORMATION. 2 ELECTRICAL CONTRACTOR TO INSTALL(1) 4 PLEX RECEPTACLE OUTLET BOX SECURIT/DATA SYSTEMS AT 60"AFF-REFER TO ELECTRICAL DRAWINGS FOR an} n ADDITIONAL INFORMATION. 1 3 NEW DATA CONDUIT FLOOR STUB UP FOR PHONE/DATA LINES TO CASH • REGISTER-CREDIT CARD-PHONE-OWNER SHALL PROVIDE SERVICE AND TELEPHONE 1C2 '- p - AFFIX 2 SURFACE-MOUNTED EQUIPMENT-G.0 IS TO CALL DAVE MILLER DIVERSENET(317-508-0322)ONCE I DATA • FROM CARRIERP BOXES CASHWRAP IS SET IN PLACE. REFER TO WIRING DIAGRAM /4 I NEW ELECTRICAL 4 PLEX / :=_----- 1-- 4 I CASEWORK MOUNTED NELECTRDUIT OOR RECEPTACLESTUACASHWRAP UP TO 20 AMP D -ELECTRICAL / VOICE1- FROM CARRIER 1 CONTRACTOR TO INSTALL RECEPTACLE WITH IN CASHWRAP PER SHOP DRAWINGS REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. / -"<// --.N . r1 j / 5 STATION DEDICATED ELECTRICA4 PLEX L DRAWINGS FICAL RECEPTACLE WITH IN CUSTOM OR ADDITIONAL INFORMATION. / / PHONE BOARD = / CASHWRAP DIVIDER 314" �� LAMINATED MDF BOARDI TELECOMMUNICATION NOTES j P , • id,- id,- OWNER SHALL PROVIDE TELEPHONE/DATA SERVICE AND TELEPHONE EQUIPMENT. IPRO.lECT NAME: _� G.C. IS TO CALL DAVE MILLER L DIVERSENET(317-508-0322) IN ADVANCE TO SPEAKERS .0 SCHEDULE ALL PHONE EQUIPMENT INSTALLATION OR BRIAN FOX LIDS (CEILING MOUNTED UNITS) AFFIX 2 SURFACE MOUNTEDLids PROVIDED BY LIDS, � 4' BOXES 1 (317-333-5236)ONCE CASHWRAP 15 IN PLACE, 41110 INSTALLATION AND WIRING NOTE �� ' DIVERSENET IS RESPONSIBLE FOR RUNNING CAT 5 CABLING WITHIN G.C. PROVIDED 2" LIDS GENESCO INC CONDUIT AND INSTALLING JACKS AS NEEDEDIN CASHWRAP. 7555 WOODLAND DRIVE BY GENERAL CONTRACTOR DATA AND PHONE CAT 5 CABLES AND INS3IANAPOUS•IN 45276 CONNECTIONS MADE BY THE OWNER GENERAL CONTRACTOR SHALL HAVE ALL PHONE AND DATA LINES ACTIVATED DURING CONTRACTOR, DIVERSENET. RUN IN THE THIRD WEEK OF CONSTRUCTION AND AVAILABLE FOR OWNER- LOCATION: SINGLE 2" CONDUIT WITH PULL STRING 1 1 - FROM PHONE BOARD TO CASH WRAP MAIN SERVICE PROVIDER SHALL BRING ALL TELECOMMUNICATION LINES TO THE WASHINGTON SQUARE MALL ,".„..<1 , PHONE BOARD LOCATION WITHIN THE SUPPORTS/STORAGE AREA AND SHALL INSTALL SPACE#A13 ALL REQUIRED JACKS, MODEMS OR ROUTER AND ACTIVE ALL LINES 9585 SW WASHINGTON SQ.ROAD `� TO STEREO PORTLAND,OR,97223 - (IN STEREO CABINET IN / DATA CAT 5 CABLE#(6) - TO GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND WIRING LIDS#5665 SUPPORT ROOM) CASHWRAP OF CEILING INSTALLED STERO/COMMUNICATION SPEAKERS AND SHALL RUN WIRING TO THE STEREO CABINET IN SUPPORT ROOM WITH ADEQUATE LEAD LEFT TO CONNECT TO OWNER SUPPLIED STEREO. SPEAKERS SHALL BE PROVIDED BY VISUAL PROJECT INFORMATION: CASHWARP LAYOUT PRODUCTIONS VOICE CAT 5 CABLE #(1) - TO PROJECT NUMBER.2000.17 / / CASHWRAP T----1 SNAP IN 2 PORT SURFACE ALL WIRING FOR TELECOMMUNICATION SHALL MEET APPLICABLE CODES AND SHALL BE PLENUM RATED. DRAWN BY: RR REVIEWED BY:WLS STOCK ROOM SALES AREA ❑ MOUNT BOX RADIO SHACK# 278-2092 OR EQUAL (X4) 1 J SNAP-IN CAT 5 DATA JACK ❑ RADIO SHACK# 278-2092 OR TITLE: EQUAL (X1) SNAP-IN CAT 5 DATA JACK TELECOMMUNICATION ❑ RADIO SHACK# 278-2092 OR EQUAL (X7) PLAN AND NOTES TYPICAL CATEGORY 5 CABLE RADIO SHACK# 278-830 OR SHEET NUMBER: EQUAL. MODEL#440043 .. . SARGENT '. . . . _ . S A ARCHITECTS 4 6 1 FROM ROAD P A R A M U S , NJ 0 7 6 5 2 973 . 253 . 9393 TEL. 9 7 3 . 2 5 3 . 9 3 9 0 F A X WWW . SARGARCH . COM CONSULTANT (ENGINEER): 2 El 44'.5112"LEASE LINE r EXISTING SPRINKLER HEADS 1N THE 26-4 3/8" 15-9112" 3)1 57 STOCKROOM TO BE MODIFIED AND 101 I STOCK ROOM I ADJACENT TENANII 1 100 I SALES AREA 100 1 SALES AREA 1 UPTURNED AS REQ'D. G.C. TO MODIFY AS ACT-04 12'-0"A.F.F. .IILLWORKFIXT11'-6112"A,F.F, I ACT-01B 12'-0 1/2" I NEEDED FOR NEW LIGHTING LAYOUT. G.C. TO COORDINATE W/MALL OPS& MALL REQUIRED I SPRINKLER VENDOR FOR ANY SPRINKLER WORK. w ARCHITECTURAL SEAL: 1 },�, J 1'"1 I a —fir — — o ILIORMii I Z f : I1 °11I , oo x ® 0 1001 oo • L 0 F113 Ll RO.r,r. I FIB FIB Fib I FIB I X3 w (�✓ r / — — — — /• -AMUS.NJ • / —I— J 4 — F1B I FIB F1B / Cie 'q H , , — 7 - - -I-- � - - ' / F1BOF 0, w z fi FIB . CONTRACTOR'S NOTES: Cl) 0 . � _ 0 0 L, 7:...--; oo jam,Q E — , F15 I FIB _ F16 FIB U/ I WRITTEN DIMENSIONS HOLD PREFERENCE kr Q * / o OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST 'r' I 7/ F2 •\ VISIT JOB SITE TO VERIFY ALL EXISTING N Z I _..1 ♦ CONDITIONS AND DIMENSIONS BEFORE — La I� / \ O SUBMITTING BIDS.REPORT ANY ® O litili ® / / \ F2 \ 1 Od SOFFIT I DISCREPANCIES NE ERFERE WITH THCONDITIONSOPER WHICH EXECUTION OF,THE CONTRACT TO THE F1W -- / I \\ /GYP. BD.I 12' 0 1/2" 1 TENANTS REPRESENTATIVE-REPORT • DISCREPANCIES DURING BIDDING PROCESS D BEFORE T OF CONSTRUCTION. Z • 0 O O Q 0 0 Q 4• I / / F113 CHANGE ORDERSWILLNOT BE APPROVED 102 TOILET ROOM • O F1W F1W F1W F1W ,/ FOR ISO S ARISING FROM THE FIELD I F1W CONDITIONS OR CONFLICTS BETWEEN THE EXIST. I 7.-10 114" I T PLANS AND THE EX STING CONDITIONS. a__a F,B � . I _ _� OF G - — — I �p>YGp��1w�\� Z EXISTING SPRINKLER HEADS IN THE TOILET ROOM TO BE MODIFIED AS REQ'D. G.C. TO MODIFY AS NEEDED FOR NEW LIGHTING LAYOUT. G.C. TO COORDINATE WI MALL OPS & & DATE ISSUE MALL REQUIRED SPRINKLER VENDOR FOR 08/18/17 L.L REVIEW AND PERMIT ANY SPRINKLER WORK. ADJACENT TENANT I 100 SALES AREA ACT-01 12'-6112"A.F.F. r 2T�112"LEASE LINE 276"LEASE L-1:''''''''''-<;';' I EXISTING SPRINKLER HEADS IN SALES AREA TO BE MODIFIED FOR NEW CEILING LIGHTING LAYOUT. G.C. TO COORDINATE W/ MALL OPS & MALL REQUIRED SPRINKLER VENDOR FOR ANY SPRINKLER WORK. ALL SPRINKLER WORK MUST BE COMPLETED BY LANDLORD'S APPROVED CONTRACTOR AT TENANT'S EXPENSE. 1 SPRINKLER PLAN SP1.0 SCALE: 114"=1'-0" SPRINKLER NOTES II SPRINKLER LEGEND PROJECT NAME: 1- GENERAL SYMBOL DESCRIPTION A. THE GENERAL CONTRACTOR WITH HIS/HER DESIGNATED SPRINKLER CONTRACTOR 2) TAPS, RISERS. LATERALS. BRANCHES.VALVES,ALARMS,SPRINKLER HEADS AND ALL 2) ALL SPRINKLER HEADS SHALL BE RATED FOR 165 DEGREES F UNLESS B. INDICATED D. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION • SEMI RECESSED SPRINKLER HEAD USED IN ACOUSTICAL CEILING TILE AND THE SPRINKLER CONTRACTOR'S SYSTEM DESIGN ENGINEER SHALL SURVEY THE COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. OFFICAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. O lids SITE PRIOR TO DESIGNING THE SPRINKLER SYSTEM. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL 3) DESIGN DRAWINGS, CALCULATIONS; SUBMITTALS,AND APPROVALS. 3) ALL SPRINKLER HEADS ARE TO HAVE A FACTORY APPLIED WHITE FINISH.VERIFY HEAD • PATTERN WITH OTHER CEILING FIXTURES.ADDITIONAL MONIES WILL NOT BE UPRIGHT SPRINKLER HEAD-USED IN OPEN CEILING uoscENEscolNc- B. THE G.C.S DESIGNATED SPRINKLER CONTRACTOR AND THE SPRINKLER DESIGN 4) PERMITS, FEES,AND CHARGES. TYPES WITH TENANTS CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER 7555 WOODLAND[AWE INDwVAPOi lS,IN 48278 ENGINEER SHALL WARRANT THAT THE SYSTEM DESIGN COMPLIES TO THE DRAWINGS FOR PERMIT. BIDS ARE ACCEPTED. FULLY RECESSED SPRINKLER HEAD-USED IN GYP.BD.CEILING WITH COVER PLATE,WHERE INDICATED FOLLOWING REQUIREMENTS- 5) TESTS AND TEST CERTIFICATES- E. PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS LOCATION: 1) THE SPRINKLER SYSTEM DESIGN AND INSTALLATION SHALL CONFORM TO CODE AND 6) COST FOR SHUT DOWN FEES. 4) SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS. REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER.COORDINATE LOCATION WITH TENANT'S CONSTRUCTION MANAGER AND WASHINGTON SQUARE MALL THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN A MANNER TO B. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A A) LAY-IN CEILINGS SHALL RECEIVE SEMI RECESSED HEADS WITH TRIM RING. HEAD AND LOCAL FIRE PROTECTION OFFICAL PRIOR TO ROUGH-IN. NOTES I SPACE#Al3 PRECLUDE ANY DAMAGE CAUSED BY A FAILURE OF THE SPRINKLER SYSTEM DUE TO LANDLORD APPROVED SPRINKLER CONTRACTOR, TRIM RING SHALL HAVE WHITE FINISH. F. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR. OR TOILET ROOM CEILINGS OR 9585 SW WASHINGTON SQ. ROAD ENVIRONMENTAL CONDITIONS. ENVIRONMENTAL CONDITIONS ARE TO INCLUDE. BUTWALL NOT BE LIMITED TO TEMPERATURE(FREEZING AND EXCESSIVE HEAT), BUILDING C. BEFORE STARTING WORK,THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, B) STOREFRONT SHOW WINDOWS AND GYPBOARD CEILING AREAS SHALL RECEIVE PPR AS BELOW 8 FEETABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS, PORTLAND,OR,97223 SHELL EXPANSION/CONTRACTION CYCLES,AIR LEAKAGE, STACK EFFECTS, ETC- STRUCTURAL, MECHANICAL,AND ELECTRICAL PLANS AND SPECIFICATIONS TO FULLY-RECESSED HEADS AND TRIM RING SHALL HAVE WHITE FINISH. CONTRACTOR LIDS#5665 OCCURRING IN ANY PLENUM OR CAVITY WHERE THE SPRINKLER SYSTEM IS ROUTED. SEQUE=NCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE SHALL COMPLY WITH ALL LANDLORD CRITERIA REGARDING STOREFRONT SPRINKLER 6. PIPING THIS DRAWING IS FOR R E F R E A N C E ONLY C. THE SPRINKLER CONTRACTOR SHALL COORDINATE THE SPRINKLER SYSTEM DESIGN PROTECTION SYSTEM, MATERIALS,AND EQUIPMENT WITH OTHER CONTRACTORS TO HEADS. A. SCHEDULE 40, BLACK STEEL PIPE.ASTM A-53 FOR FERROUS PIPING-WELDED AND TENANTS GENERAL CONTRACTOR AND/OR HIS/HER SPINKLER SUBCONTRACTOR TO HIRE A LOCAL SPINKLER/FIRE AND INSTALLATION WITH THE LANDLORD AND GENERAL CONTRACTOR TO INSURE AVOID INTERFERENCES AND CONFLICTS. C} NO CEILING-UPRIGHT HEADS. UPRIGHT HEADS SHALL HAVE WHITE FINISH. SEAMLESS.ANSI B-36-10-70 FOR WROGHT STEEL PIPE. PROTECTION ENGINEER(UNLESS SUCH WORK 15 COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY PROJECT INFORMATION: SYSTEM FUNCTION. D. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE FOR THE SPINKLER SUBCONTRACTOR, IF ALLOWED BY LAW/CODE)TO ENGINEER A SPRINKLER SYSTEM WHICH NOTE: SEMI-RECESSED HEADS SHALL PROTRUDE NO MORE THAN ONE INCH BELOW D. THE GENERAL CONTRACTOR SHALL INSPECT THE ENTIRE EXPOSED INTERIOR STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND PROJECT NUMBER,2000-17 SMALLER, SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED, MEETING ALL BUILDING SHELL AS IT RELATES TO THE DEMISED SPACE PRIOR TO CONSTRUCTION THE LEVEL OF THE CEILING OR SOFFIT.ALL HORIZONTAL SPRINKLER RUNS AT LOCAL CODES AND FIRE MARSHALL REQUIREMENTS. DRAWN BY: RR REVIEWED BY:WLS THIS IS TO VERIFY THAT THERE IS NO VOID OR PENETRATION OF THE BUILDING SHELL 3- SHOP DRAWINGS INCHES- SIDEWALL SOFFITS SHALL BE CONCEALED WITHIN SOFFIT FRAMING. C. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR OR NON INSULATED CONDITION WHICH WOULD ALLOW EXTERIOR EXPOSURE(S)TO A. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS PIPES 2 INCHES AND SMALLER. AFFECT THE TEMPERATURE OF THE PLENUM WHERE THE SPRINKLER SYSTEM IS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX(6)COPIES TO GENERAL ROUTED. 5.5. GENERAL PIPING D. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE,WHERE APPROVED BY THE CONTRACTOR FOR APPROVAL, NO WORK SHALL BEGIN UNTIL TENANT'S AUTHORITIES HAVING JURISDICTION AND THE LANDLORD. E. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTON MANAGER APPROVES HEAD AND PIPING LOCATIONS. A. THE EXISTING SPACE SHALL BE SPRINKLED OR A FIRE PROTECTION STUB-IN SHALL BE FIREPROOF. INSULATED CLOSURES. EQUIVALENT TO THE BASIC STRUCTURE B. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FURNISHED BY THE LANDLORD. SPRINKLER HEAD SPACING SHALL NOT EXCEED 130 7. TESTS INSULATION VALUE.OF ANY VOID OR PENETRATION OF THE DEMISED SPACE PRIOR COORDINATED DRAWINGS, CALCULATIONS, HEAT TYPES AND COLORS TO ALL SQ. FT. IN "SALES"AREAS AND 100 SQ. FT. IN"STOCK"AREAS. COMPLY WITH TITLE: TO THE INSTALLATION OR MODIFICATION OF THE SPRINKLER SYSTEM OR PERMANENT AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL LANDLORD'S DESIGN CRITERIA PIPE SIZING SHALL BE BASED ON NEPA ORDINARY A. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE FINISHED CLOSURES, I.E. CEILING,WALLS, ETC. ALL APPROVALS HAVE BEEN RECEIVED. HAZARD- HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE F. THE GENERAL CONTRACTOR SHALL WARRANT THAT THE BUILDING SHELL AS IT C A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING B- ALL SPRINKLER LINES SHALL BE INSTALLED TO AVOID INTERFERENCE WITH LIGHTS, AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR RELATES TO THE DEMISED SPACE SHALL BE INSULATED TO THE"R"VALUES BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANT'S DUCTS, PIPES. STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL OTHER DEFECTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE SPRINKLER PLAN DESCRIBED BY THE SHELL DESIGN DOCUMENTS. CONSTRUCTION MANAGER. PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF LIGHTS, WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING. OR TO ITS CONTENTS, AND NOTES DUCTS, PIPES,AIR DEVICES, ETC. PRIOR TO INSTALLATION. PEOPLE, ETC. CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THE 2- WORK RESPONSIBILITY 4 EQUIPMENT C. WHERE POSSIBLE. REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW CONTRACTOR.ALL REPAIRS OR REPLACEMENT OF DAMANGES SHALL BE AT THIS A. SPRINKLER HEADS: REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING CONTRACTOR'S EXPENSE- A. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, SHEET NUMBER: TOOLS, TRANSPORTATION.AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED 1) ALL SPRINKLER HEADS SHALT BE NEW(EXISTING HEADS SHALL BE REPLACED), U L.. WITH CEILING HEIGHTS, EQUIPMENT, LIGHTS,AND MAJOR COMPONENTS INCLUSIVE B. PROPERLY COMPLETED AND SIGNED"SPRINKLER CONTRACTORS'S MATERIAL AND AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION,AND TESTING OF OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING, "TEST CERTIFICATES"SHALL BE FURNISHED TO THE LANDLORD,AUTHORITIES HAVING F,M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY JURISDICTION.AND TENANT'S CONSTRUCTION MANAGER. ALL THE WORK FOR THE SPRINKLER SYSTEMS REQUIRED BY THE CONSTRUCTION CENTRAL SPRINKLER CO., GLOBE,GRINNELL, RELIABLE, STAR, OR VIKING. DOCUMENTS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE sp . i LIMITED TO THE FOLLOWING: ■ 0 1)MODIFICATION OF EXISTING WET PIPE SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NEPA 13, LOCAL CODES. LANDLORD'S CRITERIA AND INSURANCE CARRIERS FOR THE LANDLORD AND THE TENANT. • • SARGENTI. . _ _ .. . , S A ARCHITECTS 4 6 1 FROM ROAD P A R A M U S , NJ 0 7 6 5 2 9 7 3 . 2 5 3 . 9 3 9 3 T E L 9 7 3 . 2 5 3 . 9 3 9 0 F A X WWW . SARGARCH . COM CONSULTANT 1111 2 (ENGINEER): 4" 44'-5 1/2"LEASE LINE 281-4 318" / 15'-9 112" 3," -I 101 I STOCK ROOM I ADJACENT TENANT I —1 100 1 SALES AREA ! 1 W .. — — — — .fi. — — — 1n —�----� — J1JJ[1Tu1i riiii , , .r. J I , ��` 1 ,......., \- -- ---- ,, - -- �" \ ,�, ARCHITECTURAL SEAL: I III __.__ l'� 5�ti� ' - �. X - _4 --Thi :111,1_,----,__IP-k--- ' Z � I I I I • ++ X3 wti J ILT-1ROB 00- 1_, / I t� I• ___El .—pri G i L---4- - ^: r 7 if of. . 'ic 0 F OC' LLI LU 0 c — �l I / CONTRACTOR'S NOTES: j 1 / L9 a j Q WRITTEN DIMENSIONS HOLD PREFERENCE 2 1_ I— OVER SCALED DIMENSIONS.DO NOT SCALE THE DRAWINGS.THE CONTRACTORS MUST ...7":.:7› -L_� VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE H _ SUBMITTING BIDS.REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF,THE CONTRACT TO THE ``' ! TENANTS REPRESENTATNE.REPORT ! 102 1 TOILET ROOM Rk -'3 • DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD I X3 •4 CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. . 1 --7-7-71 Matt °o ®I DATE ISSUE ADJACENT TENANT I 1100 I SALES AREA 08/18/17 L.L.REVIEW AND PERMIT 27'-8112"LEASE LINE �6"LEASE LINE NOTES: G.C. TO USE MALL APPROVED FIRE ALARM SUB CONTRACTOR. IF REQUIRED. G.C. TO GET PRICING FROM FIRE ALARM SUBCONTRACTOR. BIDS RECEIVED WITHOUT PRICING WILL NOT BE ACCEPTED --- . .. _.... .. PROJECT NAME: 1 FIRE ALARM PLAN FA1.O SCALE: 114"=1'-0" Lids NOT USED I NOTES 0 FIRE ALARM SYMBOLS LIDS CelvseoINC_ 7555 WOODLAND wtrVE INDIANAPOLIS,IN 46278 THIS DRAWING IS FOR REFERENCE ONLY LOCATION: SYMBOL DESCRIPTION SYMBOL COMMENTS TENANTS GENERAL CONTRACTOR AND/OR HIS/HER FIRE ALARM SUBCONTRACTOR TO HIRE MALL WASHINGTON SQUARE MALL APPROVED FIRE ALARM ENGINEER(UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED SPACE#A13 INDIVIDUAL WORKING DIRECTLY FOR THE FIRE ALARM SUBCONTRACTOR, IF ALLOWED BY EX'G STROBE (VISUAL)AT 80"AFF 9585 SW WASHINGTON SQ. ROAD LAW/CODE)TO ENGINEER A FIRE ALARM SYSTEM WHICH THIS SAME CONTRACTOR IS TO FURNISH S PORTLAND.OR.97223 AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED. MEETING ALL LOCAL CODES AND FIRE LIDS#5665 MARSHALL REQUIREMENTS_ A STROBE(AUDfOIVISUAL)AT 80"AFF v PROJECT INFORMATION: iZF PROJECT NUMBER:2000-17 PULL STATION AT 45"AFF • DRAWN BY: RR REVIEvv> D BY w s NOTE ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING FA SYSTEM-VERIFY PRIOR TO ORDERING. CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS FOR SMOKE/FIRE ALARM SYSTEM. CONTRACTOR SHALL REUSE EXISTING EQUIPMENT AND/OR SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT(SMOKE DETECTORS,AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT,WIRE. ETC.) FOR A NEW SYSTEM AS REQUIRED BY FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR TITLE: RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND COORDINATE. NOTES FIRE ALARM PLAN i SHEET NUMBER: THIS DRAWING IS FOR REFERENCE ONLY TENANTS GENERAL CONTRACTOR AND/OR HIS/HER FIRE ALARM SUBCONTRACTOR TO HIRE MALL APPROVED FIRE ALARM ENGINEER(UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE FIRE ALARM SUBCONTRACTOR, IF ALLOWED BY LAW/CODE)TO ENGINEER A FIRE ALARM SYSTEM WHICH THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE FAI . O MARSHALL REQUIREMENTS.