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Plans (14) BU P2017 -00003 SHEET I SHEET TITLE REVISIONS OWNER: AGC. ACCESSIBLE FL FLOORING) P- PAINT AA A A ACT ACOUSTICAL CEILING FLUOR FLUORESCENT PLUMB PLUMBING ARCHITECTURALcFiico's TILE FR FRAME/ FITTING PLYND PLYWOOD A/C AIR CONDITIONING ROOM PR PAIR X1,1 TITLE 51iEET • ADA AMERICANS WITH F.R.P. FIBERGLASS PROJ PROJECT wHirrE BLACK :..1.2 RESPONSIBILITY SCHEDULE • • 11215 METRO PARKWAY DISABILITIES ACT REINFORCED P.S.I. POUNDS PER SQUARE G1.3 GENERAL NOTES, DOOR AND FINISH SCHEDULE - A.F.F. ABOVE FINISH FLOOR PLASTIC INCH G1.4 SITE PLAN FT. MYERS, FL. 33966 AIA AMERICAN INSTITUTE F.R.T. FIRE RETARDANT Q.T. QUARRY TILE OF ARCHITECTS TREATED R RELOCATED AD.1 DEMOLITION / LEASE PLAN • ALUM ALUMINUM FT,(') FEET/FOOT RAD RADIUS 4D.2 REFLECTED CEILING DEMOLITION / LEASE PLAN • • ANSI AMERICAN NATIONAL GA GAUGE R.C.P. REFLECTED CEILINGARCHITECT/ ENGINEER: STANDARDS G.C. GENERAL PLAN AD.3 LEASE VERIFICATION PLAN • INSTITUTE CONTRACTOR R.D. ROOF DRAIN AI.1 BARRICADE PLAN AND DETAILS • ASHRAE AMERICAN SOCIETY GYP.13D. GYPSUM BOARD REF REFERENCE HOUSE MARKET 42.1 CONSTRUCTION PLAN • • .�°1. .U°' 0 0 OF HEATING, H NIGH REQ'D REQUIRED A3,1 REFLECTED CEILING / LIGHTING PLAN • • REFRIGERATION $ N.B. HOSE BIBB REV REVISIONS) A51 FINISHPLAN • • ¢ Q t AIR CONDITIONING H . DWR HARDWARE REVISED j < o N ENGINEERS NGT HEIGHT RM ROOM A7.1 INTERIOR ELEVATIONS • • 0 t• 0 0 ASSOC ASSOCIATION N.M. HOLLOW METAL R.O. ROUGH OPENING 48.1 STOREFRONT PLAN AND ELEVATION • • E I a 3 N ASTM AMERICAN SOCIETY HORIZ HORIZONTAL R.T.U. ROOF TOP UNIT 48.2a STOREFRONT SECTIONS • • FOR TESTING HR HOUR S SOUTH MATERIALS HRO HORIZONTAL ROUGH SAI SHREMSHOCK A8.2b STOREFRONT SECTION $ DETAIL • • 0 (./)• cf) u» ATTN ATTENTION OPENING ARCHITECTS, INC. / \ 48.2c STOREFRONT SECTION • • a B- BASE I-IVAC HEATING, SAN SANITARY WAS E BLDG BUILDING VENTILATING, AIR S.C. SOLID CORE ELK(G) G) ( ) 449.1BLOCK INC CONDITIONING SCH SCHEDULE IRE ..E1VED .I INTERIOR SECTIONS AND DETAILS • BM BEAM IN,(") INCH SHIT SHEET STORE #3219 A9.2 INTERIOR SECTIONS AND DETAILS • V) APR 2 4 2417 BMPR. BUMPER INC. INCORPORATED SIM SIMILAR 49.4 GASHWRAP DETAILS B.O. BOTTOM OF INSUL INSULATION, SPEC SPECIFICATION(S) 49.5 BAGKWRAP DETAILS TIGARD B.O.G,A. BUILDING OFFICIALS INSULATED SQ SQUARE 9336 SW WASHINGTON SQUARE ROAD CI CODE INT INTERIOR 5.5. STAINLESS STEEL A10.1 FITTING ROOM D1=TAILS U1LD� DiVISIO ADMINISTRATORS L LONG STD STANDARD 411.1 CONSTRUCTION DETAILS 0 EN BACKHRAP LAM LAMINATE 5TL STEEL TIGARD OR 97223 A11.2 FRAMING DETAILS 7; CAB CABINET LAV LAVATORY T.13.D. TO BE DETERMINED C CARG CARRIAGE LB. POUND TEL TELEPHONE 411.3 FRAMING DETAILS n CENT CENTER LL LANDLORD TI-4K THICK 411.4 FRAMING DETAILS Ci Q CFO CERTIFICATE OF LN LINEAR T.O. TOP OF 412.1 TRANSITION DETAILS I3Cc p 2 OCCUPANCY MAT'L MATERIAL TS TUBE STEEL Z C.G. CORNER GUARD MAX MAXIMUM TYP TYPICAL 413.1 TOILET ROOM DETAILS (i) o CLG CEILING MDF MEDIUM DENSITY U.B.G. UNIFORM BUILDING 414.1 NON-SALES DETAILS I `T' C.L.,(VCENTER LINE FIBERBOARD CODE AS.1 SPECIFICATIONS +a m 71- CLR CLEAR MEGN MECHANICAL UL UNDERWRITERS OWNER LANDLORD E C.M.U. 5.2 SPECIFICATIONS . CONCRETE MASONRY M.E.P. MECHANICAL, LABORATORY CI-11COIS• THE MAGERICH COMPANY TOTAL 51-IEETS: 31 Q -6 ,i UNIT ELECTRICAL, U.N.O. UNLESS NOTED /j\ c CONC CONCRETE PLUMBING OTHERWISE 11215 METRO PARKWAY 401 W I LSH RE BLVD, SU ITE 700 / ` co Q o CONST CONSTRUCTION MEZZ. MEZZANINE VAV VARIABLE AIR E in CONT CONTINUOUS OR MANUF. MANUFACTURER VOLUME FORT MYERS, FL 33966 SANTA MONICA, CA 90401 STRUCTURAL 0 CONTINUE MIL MILLIMETER VCT VINYL COMPOSITE KAREN MAYNARD 31.1 STOREFRONT PLAN GENERAL NOTES • Ct,, -= (0Ln CONTR CONTRACTOR MIN MINIMUM TILE PROJECT MANAGER 32.1 STOREFRONT SECTIONS • E § 3 CT CERAMIC TILE MIR MIRROR VERT VERTICAL TEL: 602-953-652632.2 STOREFRONT SECTIONS • - o T V.I.F. VERIFY IN FIELD R CH MEYER 53.1 STRUCTURAL CONSTRUCTION DETAILS U) t� GW GASHWRAP M.S. METAL STUD W WIDE THOMAS RANDALL _C co D DEEP MTD MOUNTED DESK: 239-274--4423 DEPT DEPARTMENT MTI._ METAL W/ WITH TEL: 503-739-8860 TOTAL SHEETS: 4 D.F. DRINKING FOUNTAIN (N) NEW W/O WITHOUT Cp ®2a177HEARCHITECTtENGINEERA55UMESNO DIA,(0) DIAMETER N NORTH WG- WAINSCOT STORE PLANNER MEP RESPONSIBILITY OR LIABILITY FOR THE USE OF WD WOOD CONSULTANTS THESE PLANS FOR ANY PROJECT OTHER THAN DR DOOR/DRIVE N.E.C. NATIONAL ELECTRICAL WT T WEIGHT SARAH PARROTT I I i I ^�- /^ G El.0 ELECTRICAL POWER PLAN AND NOTES • • SPECIFICALLY AUTHORIZED BY THEM AND SIGNED DTI_ DETAIL CODE SHREMSHOCK ARCH �I.TJ NC. AND SEALED FOR SUCH SPECIFIC LOCATION IN THE DWG DRAW ING(S) NEMA NATIONAL ELECTRIC TEL: 239-346-8126 ! E2.0 ELECTRICAL LIGHTING PLAN, FIXTURE SCHEDULE AND NOTES • STATE,PROVINCE OR TERRITORY SHOWN ON THE . DRW DRAWER MANUF. ASSOC. 7400 W. CAMPUS R D. S T E 150. E3.0 ELECTRICAL DETAILS AND SYMBOLS • • SEALTHIS BUILDING USE IS ONLY APPLICABLE INAREAS MEETING THE STATED DESIGN CRITERIA. EA EACH NFPA NATIONAL FIRE PURCHASING AGENT NEW ALBANY, OH 43054 E4.0 ELECTRICAL PANEL SCHEDULES $ RISER DIAGRAM • ELEV ELEVATION PROTECTION AMANDA WELLS E5.0 ELECTRICAL SPECIFICATIONS ELEC. ELECTRIC(AL) ASSOCIATION BETH YAZVAC WHITE BLACK ENG ENGINEER N.I.C. NOT IN CONTRACT TEL: 614-545-4550 x11 E5.1 ELECTRICAL SPECIFICATIONS Eti OUSE MARY$T EQ EQUAL NO ( ) NUMBER TEL: 23q-346-4823 E6.0 ENERGY CODE FORMS • ETC ETCETERA N.T.S. NOT TO SCALE EXT EXTERIOR O.C. ON CENTER ARCHITECTURAL PLANNING SHREMSHTOTAL SHEETS: 7 OCK ENGINEERING INC. STORE NO: EXT'G,(I<) EXISTING OFI OWNER FURNISHED COORDINATOR 7400 W. CAMPUS RD. STE X150. GRAND TOTAL: 42 SHEETS 3219 E.J. EXPANSION JOINT ITEM FC FLOOR COVERING OH OHIO JAYNE PARKER NEW ALBANY ON 43054 F.D. FIELD DETERMINE OPP OPPOSITE ' PROJECT LOCATION: F.E. FIRE EXTINGUISHER OSM OWNER SUPPLIED TEL: 239-346-8533 DANIEL JESSBERGER F.E.C. FIRE EXTINGUISHER MATERIALS TEL: 614-545-455D x330 WASHINGTON SQUARE CABINET ONSJ OPEN NEB STEEL CONSTRUCTION COORDINATOR 9336 SW WASHINGTON FIN FINISHED) JOISTS OZ OUNCES JEANNIE BAJANA SQUARE ROAD TEL: 239-346-8618 SPACE #: W13 TIGARD, OR 97223 ABBREVIATIONS R 1 NOT USED L OWNER 1 PROJECT DIRECTORY G DRAWING INDEX C DESIGN TYPE: • REMODEL I. THIS PROJECT WILL COMPLY WITH LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE I '•l�'� AREA CALCULATIONS: SCOPE OF WORK: REQUIREMENTS. 18111• TN IS PROJECT IS THE TENANT REMODEL OF AN EXISTING WHITE HOUSE I BLACK REVISIONS: 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE = GROSS AREA (LEASED) : 2800 SQ, FT . MARKET, IN AN EXISTING INTERIOR CENTER AND INCLUDES INTERIOR STOREFRONT BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. CONSTRUCTION REQUIRED BY. DATE 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS, DOOR HARDWARE MALL ELECTRICAL T-- ---.) -`-' �- APPLICA>�LE CODES: JMS D ,...ter. ,�:... „ � CLIENT AND SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30 TO 44" ABOVE FINISH FLOOR AND ROOM = GROSS AREA CALC . 2 822 SQ. FT . BUILDING CODE: OREGON STRUCTURAL SPEC. CODE 2014 LANDLORD COMMENTS 02/07/2016 OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 5 LBS FOR EXTERIOR DOORS. LOCATED ONE LEVEL .. __-:_• __. - 0 ( ) ' i DOWN IN PARKING Ili 44 `�t c$ PLUMBING CODE: OREGON PLUMBING SPEC. CODE 2014 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CENTERED AT 60 ABOVE FINISH GARAGE ,; 02 ) GROSS SALES: 2, 130 SQ. FT. ELECTRICAL CODE: OREGON ELECTRICAL SPEC. CODE 2014 A CLIENTCOMMENTS 04197!24317 FLOOR ON STRIKE SIDE HALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND r CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY DISTANCE: 1 I 4i o MECHANICAL CODE: OREGON MECHANICAL SPEC. CODE 2014 REQUIREMENTS. ESTIMATED 300' ,gLr �� 1 FOR�IARD AREA: 1 , 825 SQ. FT. �q ' ' . -7" ENERGY CODE: OREGON EESC 2014 5. PROVIDE 18" CLEAR SPACE ON STRIKE/PULL SIDE OF DOORS, 12" CLEAR SPACE ON STRIKE/PUSH $�i;::lei' F^=. ;- T., ,-� GROSS NON -SALES : rD�2 SQ. FT. CITY OF TIGARD SIDE OF DOORS. TYPICAL UNLESS NOTED OTHERWISE ON PLANS. " ACCESSIBILITY: CHAPTER 11 2614tepcinvoaDFORCODECOMPLIANCE 6. ACCESSIBLE DOORS MUST BE A MINIMUM 3 -0 WIPE X G -8 HIGH. MALL RESTROOM E= I� • s L`.L . SEISMIC CATEGORY: D pp 14------- DISTANCE: � DISTANCE: 350' lir •e• : 'I ' `l' _.� � � ��_. .,: •• Approved: 7. HOT HATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AND HAVE ��fq E M= STOREFRONT FROINTAGE : 47 L . F. BUILDING DESCRIPTION: UTC. I I I I ITY AND ENERGY i.' _ __ = - ; -9 CLEARANCES TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSBL 1A11-1 I TE WA -IINGOTONEI BLACK SQUARE MARKET �_' `1H;.: `11'..Z:::-:.t`' -i ''- ' Permit#: X1`7-(! '`r1�.� CODE REQUIREMENTS. I `` �_ ' -=`• �,�,��„`_ i USE GROUP: M-MERCANTILE 'INDICATES NOREVISiONTOTHISSHEET Address: ;, 'PA ) :,: ., .L.- ■ 8. CASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY LEVEL 1 OF 1 `V earn,%', CONSTRUCTION TYPE: 11-B Suitt# DRAWN BY: JMS CODE REQUIREMENTS. SEE SHEET A9.4 FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. ®___.._._ - i ,la; . . j . . . . . I - ! r ni." j Byre - Dates ,�±iRj CHECKED BY: RHW/ELM 9. G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR - -� i r- I • `. FIRE RATINGS: \ 2-A/IOBC WITHIN 75' OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING . I I` Ill. - • •• i1 �{ CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED NORTH '1{ 1'1', 1'?li ' 1.11: •A3 i� --- 'I'. i TENANT SEPARATION WALLS: I NR. VISION `C- Z ( 4�'D BY FIRE DEPARTMENT INSPECTOR. - ' I " iI' ':It'I• '� ; +j * _ �,`� ARC T. a SALES/NON SALES WALL: 0 NR. C�yr� ' 10, EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL ORW. S CEILING: 0 R. (TYPE 'X', CLASS 'A' MATERIALS) �ti SPECIAL KNOWLEDGE OR EFFORT. -go*I°' 'ofi4 5 41 SO COLUMNS: 0 NR. (EXIST. FIRE PROOFING TO REMAIN) ,I SERVICE CORRIDOR WALL: 1 NR. . tERALD71FMSh� GENERAL INFORMATION 1 ACCESSIBILITY P MALL KEY PLAN K AREA CALCULATIONS F OCCUPANT LOAD: OFFICE COPY �• SALES AREA: 2130/30 = 71 OF 0 � STOCK AREA 682/300 = 3 NORTH ELEVATION REFERENCE © CODED NOTE L # � WASHINGTON SQUARE TOTAL: 74 nei cI585 SW WASHINGTON SQUARE ROAD SPECIAL INSPECT%ONS SQUIRED + EGRESS: PORTLAND, OR 87223 Sate of Qregon Structural ,.geclaity Code EXITS REQUIRED: 2 SECTION REFERENCE Qr(x CEILING HEIGHT/FINISH SYMBOL I #'-#' I zsc ❑ Con : z and Reinforcing Steel EXITS PROVIDED: 2 4/19/2017 P-x UI 13oltsInstalled+nConcrete PLUMBING FIXTURES: MAI_E FEMALE UNISEX car xkn ,". S '��= ❑ Special Moment-Resisting Concrete Frame LAVATORIES: - - 1 (E) DRAWING TITLE: SECTION DETAIL REFERENCE FINISH SYMBOL 1 I � - - TITLE SHEET xx.xHsAne-W1,ilfor ❑ Reinforcing Steel&Prestressing Steel WATER CLOSETS: 1 (E) . 0 Structural Welding URINALS: - - - ENLARGED AREA REFERENCEop F-7 ROOM NAME IRO NAME I ❑ High-Strenght Bolting L-J DRINKING FOUNTAINS: NOT REQUIRED a., ❑ Structural Masonry WashinQton Square /� Sizable shoppIng mall 0 Reinforced Gypsum Concrete PUBLIC ACCESS: PROVIDED REVISION SYMBOL /X\ WALL TYPEt . y with diningspats 0 Insulating Concrete Fill SERVICE SINK: NOT REQUIRED DATE ISSUED: L I- .. nye lzjel R ❑ Spray Applied Fire-Resistive Materials 12/21 /2016 DOOR IDENTIFIER W. C1 ❑ Pilings,Drilled Piers and Caissons INTERIOR/EXTERIOR SIGNAGE AND •- ❑ Shotcrete SPRINKLER PLAN TO BE SUBMITTED PROJECT NO: cc sy,vk UNDER SEPARATE COVER X' - x• P.F.F (f� ,t ❑ Special Grading, Excavation and Filling 1 60529 ELEVATION REFERENCE 5 ❑ Smoke Smoke-Control Systems ENTIRE SALES/NON-SALES AREA OF THE STORE 15 TO RECEIVE AN AUTOMATIC FIRE Tigard ❑ Other Inspections �� ,� SPRINKLER SYSTEM AS PER. APPROVED FIRE DRAWING NO: ti PROTECTION PLANS TO BE SUBMITTED COLUMN CENTER LINE UNDER SEPARATE COVER G1 1 ■ SYMBOLS N LOCATION MAP J NOT USED E CODE INFORMATION A L = LANDLORD NOTES: L = LANDLORD NOTES: OWNER: G = GENERAL CONTRACTOR • 0 0 CO ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR G = GENERAL CONTRACTOR 0 0 ALL ITEMS NOT FOUND I THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 0 = WN81"/OWNER W J G.G. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS 0 = W1.IBM/OWNER, W J G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS C 0/ E = EXISTING 7..1J ALL BLOCKING TO BE FIRE RETARDANT TREATED E = EXISTING :-...iJ 0 ALL BLOCKING TO BE FIRE RETARDANT TREATED I �� < z G.C. REQUIRED TO NOTIFY OWNER W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING W < G.C. REQUIRED TO NOTIFY OWNER W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING � 1- G.C. TO REFER TO O5M FOR CONTACT NAME AND PHONE NUMBER a. F- >.. G.C. TO REFER TO OSM FOR CONTACT NAME AND PHONE NUMBER D U)W D Z Y 11215 METRO PARKWAY ITEM PROPRIETARY VENDOR / COMMENTS ITEM - PROPRIETARY VENDOR I COMMENTS FT. MYERS, FL. 33966 DIVISION 01-GENERAL REQUIREMENTS DIVISION 11-(NOT USED) • PERMITS, FEES, INSURANCE CERTIFICATES, ETC. 0 G PERMIT APPLIED FOR BY TENANT / PICKED UP AND PAID FOR BY TENANT G.G. DIVISION 12-FURNISHINGS ARCHITECT/ENGINEER: BARRICADE, PHASING PARTITIONS AND DOORS G G BY BOSTON BARRICADE FURNITURE / FIXTURES AND HARDWARE 0 G 2,5 EXISTING FIXTURES TO BE REMOVED 4 DISCARDED. NEW FIXTURES INSTALLED BY G.G. E E � E' E V BARRICADE GRAPHICS 0 0 LANDLORD APPROVAL REQUIRED. REFER TO SHEET AI.1 CASHWRAP / BACKWRAP 0 G 2,5 -§ QQ 11 L BANNER GRAPHICS 0 G FITTING ROOM FRAME, CURTAIN, ROD AND HARDWARE 0 G 5 EXISTING FITTING ROOM HARDWARE 4 CURTAIN TO BE REMOVED. NEW OWNER SUPPLIED MATERIAL INSTALLED BY G.G. 0 8 E E r m TCMr. UTILITIE AND CSUIrKZ 1:- I I r--' 'I; d//'i.'-' '1 1)411C7.7 '7 /" ^I/f, r- : =�� VI''= .:'/.U('- ►!ISI : \Ir..'. III II If J FITTING ROOM ACCESSORIES E/O E/G 2,5 EXISTING MIRRORS TO BE REMOVED 4 SALVAGED FOR RELOCATION, G.G. TO RE-LAMP g g m w 0 m v © RECEIVING AND UNLOADING OWNER SUPPLIED MATERIALS G G 2 PROVIDE LABOR AT END OF PROJECT. (4 MEN FOR MERCI-I., 2 MEN FOR DDS) FITTING ROOM BENCH AND CUSHION 0 G 2,5 EXISTING FITTING ROOM BENCHES TO BE REMOVED. NEW OWNER SUPPLIED BENCHES INSTALLED FINAL PROFESSIONAL CLEANUP AND TRASH REMOVAL G G INCLUDE 3 CLEANING IN BID (I MAJOR FOR PUNCH, 2 LIGHT FOR TURN OVER 4 OPENING) MANNER HANGING SYSTEM (SPIDER TRACK) 0 G 2,5 Z.-1.\ • r \ °' E FINAL JOB SITE PLANS G G INCLUDE 6" m STORAGE TUBE ::. 1, i,,21 Arm\ limb.' '11141 (riPAri s a aT C7 1= CERTIFICATE OF OCCUPANCY G G POSTED IN 8 1/2" X II" FRAME BY BOSS STATION WALL SYSTEM 0 G 2,5 V) DIVISION 02-EXISTING CONDITIONS 2 0 I DEMOLITION AND HAUL OFF G G REFER TO DEMO SHEET (AD.1). COORDINATE WITH LANDLORD. DEMO TO BE COMPLETED BY THE END OF WEEK ONE 0 O DIVISION 13-SPECIAL CONSTRUCTION-(NOT USED) L DIVISION 14/DIVISION 20-(NOT USED) 0 03 DIVISION 03-CONCRETE CC Q CONCRETE SLAB / INFILL E - DIVISION 21 -FIRE SUPPRESSION SPRINKLER SYSTEMS/DIVISION 22-PLUMBING/DIVISION 23-HVAC Z ',j b' CONCRETE SLAB PATCHING, LEVELING AND CUTTING (FLOOR PREP.) G G CREATE SMOOTH LEVEL SURFACE (G.C. TO CARRY ALLOWANCE IN BID FOR FLOOR PREP.) SPRINKLER STUB E - 1 I U 'tea SPRINKLER MAIN E - 1 • -4. J= U} tTD DIVISION 04-(NOT USED) SPRINKLER GRID E - 1 V) 0 Q 15 4-: DIVISION 05-METALS SPRINKLER MODIFICATIONS E - U d. p :Ti.•SirlitleoNsWI I r.. ii4 4'i4146\T ...>4Tfe►4S PLUMBING STUBS ( SAN., DCW, VENT) E - 1 C al STRUCTURAL AND LIGHT GAUGE METAL FRAMING G G PLUMBING WORK AND FIXTURES/APPURTENANCES REQUIRED FOR _ E IIuy I° ROUGH-IN E 0 2 0O d' TENANT SEPARATION WALL STUDS E - PLUMBING FIXTURES E - 1 u) Ti;. WATER METER E A DIVISION 06-WOODS,PLASTICS AND COMPOSITES (E) A.H.U. AT 1O'-5" A.F.F. TO REMAIN - G.C. TO DO PREVENTATIVE MAINTENANCE AND INSPECTIONS TO BRING UNIT TO 'LIKE NEW' CONDITION. G.C. TO PROVIDE RESPON20SIBILITYARCHITECOR LIABILITY FOR THE SSUUSE OFO REPORT TO P.M. PRIOR TO ANY WORK BEING DONE. - REFER TO M/AD.1 FOR DETAILS THESE PLANS FOR ANY PROJECT OTHER THAN ROUGH FRAMING, BLOCKING AND FURRING G G REFER TO PLANS 4 DETAILS FOR LOCATION, TYPE 4 HEIGHT SPECIFICALLY AUTHORIZED BYTHEM AND SIGNED /.r I11iC_ I I I;.:./, I.. ,,,. 7.. 1- J\-1�"`�f•L, iL6 e...i. u•.Id6,.-dill? CONTRZA,.rSil AND SEALED FOR SUCH SPECIFIC LOCATION IN THE ,-- - `~" ,►, . �. STATE,PROVINCE OR TERRITORY SHOWN ON THE FINISH CARPENTRY G G SEAL THIS BUILDING USE IS ONLY APPLICABLE IN ALL DUCTWORK (LOW AND MEDIUM PRESSURE,FLEXIBLE DUCT, ETC.) E - I 2\ AREAS MEETING THE STATED DESIGN CRITERIA. ( y - . AIR DEVICES - DIFFUSERS GRILLES AND BAFFLES ( E 1 �n_C` /\ A, A A A AL,...\ A A A A A A� A. A A A A A A /,.-.h A /�-_A A A A ./A. .1�.,./.) WHITE BLACK DIVISION 07-THERMAL AND MOISTURE PROTECTION - �. - - � � _. , 717.: .//.II/X4I 11 I.A. /I.I.,'I r. I'yy4I I:, a 4 117. /.:II 11%.. t.171 r r HOUSE MARKET MANUAL BALANCING DAMPER E - HVAC PIPING / REFRIGERANT LINES E - I STORE NO: .T 3219 OUTSIDE AIR ACCESS AND DUCTWORK E - 1 ROOFING PENETRATIONS AND FLASHINGS E - COORDINATE WITH LL AND LL'S REQUIRED ROOFER. EXISTING TO BE MODIFIED. REFER TO MECHANICAL DRAWINGS. Faralir tr. .\, Ill i .'4If •:.rr. Ar.l I a 4 PROJECT LOCATION: FIRE PROOFING / STOPPING G G G.G. TO VERIFY EXISTING CONDITIONS (I) WEEK PRIOR TO START WASHINGTON SQUARE CMOI(C CVY,C ;t1.7 II!I7IJI-I C C GGYI►IGCT TP 4, „_ _,_ _' 114-T T T T ,� - T - -, ... y _,_,__ -- T . SEALANTS AND CAULKING G G FIRE CAULKING - PER LOCAL CODE 9336 SW WASHINGTON DUCT SMOKE DETECTORS E �' ' ft"' ,. - SQUARE ROAD ZODUC DAMrcn: a a I SPACE #: W13 DIVISION 08-OPENINGS UNIT I icArir.I a _r•-•.(---...--al I TIGARD, OR 97223 METAL DOORS, FRAMES AND HARDWARE E/G E/G REFER TO DOOR SCHEDULE. G.G. TO PATCH 4 REPAIR (E) METAL DOORS TO 'LIKE NEW' CONDITION TEMPERATURE CONTROL SYSTEM E (..„, £ v2\ DESIGN TYPE: ACCESS PANELS E - 5 PROVIDE PER LOCATIONS ON PLAN AND AS REQUIRED HY LANDLORD OR INSPECTOR'S REQUEST (REFER TO SPECIFICATIONS) TOILET EXHAUST FAN E - vv.✓v � .�� vuul.��A..�uvuvu�+�.-.+�,.�vuvu REMODEL STOREFRONT GLAZING SYSTEM G G G.G. TO PROVIDE GLAZING. STOREFRONT SYSTEM CLADDING PROVIDED BY OWNER 4 INSTALLED BY G.G. TOILET EXHAUST DUCTWORK AND ROOF CAP E - I REVISIONS: LOCK CORES (EXTERIOR AND INTERIOR DOORS) G G 3 COOK). WITH VENDOR. SECURITY SOLUTIONS - KELLE FREELS (888-541-1300) :.\ 4\ L. k I Ai 141I I r. I I 35 r/ I I:11"1 IT k. .1".I.: ._ ("4;.:1117. :41\. 1 lit I plr.4 19M•91R-513.1 l I.FI I 1 II et _ -/' 4114;.*AC-E:I II I%d`.L 1 tI,LK TI IRL _\• F L I. STOREFRONT ENTRY DOORS AND HARDWARE G/O G DIVISION 24!DIVISION 25-(NOT USED) REQUIRED BY: DATE S JM DIVISION 26-ELECTRICAL!DIVISION 27-COMMUNICATIONS/DIVISION 28-ELECTRONIC SAFETY AND SECURITY © CLIENT AND DIVISION 09-FINISHES MAIN SWITCH / OVERCURRENT PROTECTION IN LANDLORDS ELECTRICAL LANDLORD COMMENTS 02/07/2016 ROOM E/G E/G I GC TO PROVIDE 100A FUSES IN EXISTING LL 100A DISCONNECT SWITCH JVAI/ALW GYPSUM BOARD, TENANT SEPARATION PARTITIONS E - G.G. TO PATCH AND REPAIR EXISTING DRYWALL FINISHES AS REQUIRED TO LIKE NEW CONDITION TENANT ELECTRICAL METER E - 1,7 © CLIENT COMMENTS 04/17/2017 GYPSUM BOARD G G ALL GYPSUM BOARD TO BE A LEVEL 4 FINISH MAIN SERVICE CONDUIT E 1 ACOUSTICAL CEILING SYSTEM E E/G G.G. TO CLEAN 4 REPAIR TO 'LIKE NEW' CONDITION MAIN SERVICE WIRING E CEMENT BOARD G G TELEPHONE CONDUIT AND PULL STRING TO SPACE E - CROWN MOLDING E/G E/G G.G. TO PROVIDE NEW CROWN MOLDING TO MATCH EXISTING WHERE NOTED - REFER TO A3.1 4 A7.1 TELEPHONE CONDUIT AND PULL STRING FROM STUB TO BOARD E - MIRRORS - PLATE GLASS G G INCLUDE J-MOLD, MASTIC, ETC. REQUIRED FOR ALL M-I MIRRORS ONLY TELEPHONE WIRE FROM LANDLORD ROOM TO TENANT BOARD E - ,._,. Jl•CI`R'OI4T r.::, I_ 4 TENANT ELECTRICAL PANELS E/G E/G EXISTING (1) 120/208V, 100A MCB 42 SPACE PANELBOARD. GC TO PROVIDE BREAKERS AS SCHEDULED. FUSED SAFETY SWITCHE. GC TO PROVIDE FUSES AS 'INDICATES NO REVISION TO THIS SHEET SCHEDULED. • MALL FLOORING G G MALL FLOORING TO BE INSTALLED UNDER STOREFRONT BASE TENANT ELECTRICAL TRANSFORMERS E E/G EXISTING 30KVA TRANSFORMER, GC TO BALANCE LOAD TO SPECIFIED TOLERANCES DRAWN BY: JMS STOREFRONT TILE AND RASE 01G G HVAC POWER CONNECTION AND DISCONNECT E/G E/G EXISTING FUSED SAFETY SWITCH. GC TO PROVIDE FUSES AS SCHEDULED. CHECKED BY: RHW/ELM i+i+'l/,. -- P4'- Fir I/7.3r7 71 W - -r ■r .' .'7 r . .,_.. .-. .. _,_.,r -1,.7.,77 CONDUIT, WIRING AND DEVICES G G FLOOR TILE 0 G LIGHTING FIXTURES / LAMPS 0 G 2,6 D AR , VINYL PLANK FLOORING 0 G LIGHTING AND SIGNAGE CONTROLS E/G E/G GC TO PROVIDE CEILING OCCUPANCY SENSORS AND REPLACE LIGHTING SWITG-IES 45.c5� ��"' (• CARPET, PAD AND ADHESIVE 0 G PAD AND ADHESIVE BY TENANT G.C. - 1/4" PAD GLUE DOWN ON SUB-FLOOR WITH CARPET GLUED ONTO PAD. ADHESIVE TO BE HOSTICS BEST SUPPLIED BY - �"'1 TENANT G.C. TELEPHONE PANEL E 7 ,..j VINYL COMPOSITE TILE (VCT) E/G E/G G.G. TO CLEAN * REPAIR TO 'LIKE NEW' CONDITION TELEPHONE AND DATA CONDUIT E/G E/G GERALD S.SIiREMSNO • 3769 ' VINYL BASE E/G E/G G.G. TO CLEAN 4 REPAIR TO 'LIKE NEW' CONDITION TELEPHONE AND DATA CABLING G G CAT 6E IS REQUIRED FOR TELEPHONE AND DATA CABLING TRANSITION STRIP AND REDUCERS E/G E/G REFER TO FINISH PLAN, SPECIFICATIONS AND DETAILS SOUND SYSTEM WIRING E - 410F a� .R.IiiiiiiGimpearar.iii- ^- -., ah'°-' r ('-"''IV - SPEAKERS AND BACK BOXES E WALL BASE - WOOD E/G E/G G.G. TO PROVIDE NEW BASE TO MATCH EXISTING WHERE NOTED - REFER TO A7.1. G.G. TO CLEAN, REPAIR 4 PAINT ALL EXISTING FIRE ALARM SYSTEM E _ GC TO VERIFY ALL EXISTING DEVICES ARE OPERATIONAL AND INTERCONNECTED TO MALLS FIRE ALARM SYSTEM. ALL CONNECTIONS BY LANDLORD APPROVED FIRE REFER TO FINISH SCHEDULE. G.G. TO PROVIDE AND LEAVE 1 FRESH GALLON OF EACH SPECIFIED PAINT. IF ADDITIONAL INFORMATION IS REQUIRED CONTACT PAUL ALARM CONTRACTOR. ..--"s4.,--Nem PAINT / PAINTING ACCESSORIES G G HALLAS, STRATEGIC NATIONAL ACCOUNTS MANAGER, 201-949-6934 OR PAUL.BALLAS' BENJAMINMOORE.COM ., n SHOPPER TRACK CONDUIT AND WIRING E G RELOCATE EXISTING SHOPPER TRACK TO NEW LOCATION AND EXTEND WIRING 2� WALL COVERING 0 G /1\ G.G. TO REMOVE (E) WALL COVERING AND ENSURE WALLS ARE LEVEL 4 FINISH BEFORE INSTALLING NEW WALL COVERING 1 -RP►I 11141111117 /CI :FFRk 111 CORNER GUARDS G G INSTALL ON ALL OUTSIDE CORNERS IN NON-SALES AREA TRAFFIC LOCATIONS CLOSED CIRCUIT SECURITY SYSTEM EQUIPMENT 0 0 CAMERA RELOCATIONS BY OWNER VENDOR 4/19/2017 REVEALS G G TO BE FLUSH WITH SURROUNDING FINISHES PER APPROVED PLAN AND DETAILS „-^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^.,.....A fir...A- _. , _ _ _. ,_ ... , ,. ._ �-,r.�,r• -,-.,.-. ,-,-.-,_.-,--•- -....-,_,-,_-_ -.�_ -r- .., ,,, -ti ..--. _ _ , --.-.- CLOSED CIRCUIT SECURITY SYSTEM CONDUIT AND WIRING E/G ( E/G RELOCATE EQUIPMENT AS SHOWN. REFER TO ELECTRICAL DRAWINGS. CONDUIT REQUIRED) / _r ,/.r' �. '✓ �..�-✓ �. .. - .,• _.n..i✓�• ._ _._._. . ) N TITLE: M ACM PANELS 0 _-.44...---------4-.4-......- v v v v,,-,v �r v v-4.-4,,,_,,v,,,,,y-......-.........-.4 -.....4«...... 4......-,�v v ,,,�.--7--.--/"._..,-...._.--,.....-•,,,,_..q�,, ....--� -._.r-,,,F-•„„. - • - -.,,,,/-.....,",,,-,-�v v "•„-,,,� „ti,,v v"...Iv�,,e.....,,,...^�,,,v v v BUZZER SYSTEM E E/G REFER TO ELECTRICAL DRAWINGS. CONDUIT REQUIRED. RELOCATE SALVAGED BUZZER AT CASHWRAP RESPONSIBILITY CAULKING Qf STOREFRONT OPENING G G FOR EXTERIOR MAXIMUM WIDTH IS 1/4", FOR INTERIOR MAXIMUM WIDTH 15 1/8" GENERAL NOTES 2.6F IN ITIONS K EYNOTES /'+ I. THIS RESPONSIBILITY MATRIX DELINEATES: 1. S PPLIED •:. MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON 1. G.C. TO VERIFY EXISTING CONDITION IS ACCEPTABLE FOR ALL NEW WORK. SCHEDULE • OWNER AND LANDLORD SUPPLIED ITEMS BOARD TRUCK UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 2. G.C. IS RESPONSIBLE FOR UNLOADING OWNER SUPPLIED CONSTRUCTION ITEMS. DIVISION 10-SPECIALTIES • OWNER AND LANDLORD INSTALLED ITEMS 2. INSTALLED - DESCRIBES OPERATIONS AT PROJECT FROM INSPECTION G.C. TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD STOREFRONT SIGNAGE o 0 G.G. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION / REFER TO APPROVED SIGN SHOP DRAWINGS • ITEMS TO BE PURCHASED THROUGH DESIGNATED AND UNLOADING TO COMPLETION IN PLACE, READY FOR INTENDED USE. SHIPPING PROVIDED BY OWNER. G.G. 15 RESPONSIBLE FOR ANY EXPEDITED NATIONAL SUPPLIER SKIPPING COSTS AND PROVIDING LABOR AND EQUIPMENT ITEMS. ALL STOREFRONT GLAZING CLIPS G G HI-TECH GLAZING SUPPLIES, 1 1/2' DIAMETER GM-GC112C4. G.C. TO ADD THIN LAYER OF SILICONE BETWEEN CLIP AND GLAZING ON BOTH SIDES OF WINDOW • EXISTING LANDLORD WORK TO BE VERIFIED BY G.G. DELIVERIES REQUIRED TO HAVE LIFT GATES BY CHICOS. 2. SEE M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION 3. G.G. REQUIRED TO PURCHASE FROM SPECIFIED VENDOR AND RESPONSIBLE SIGNAGE - INTERIOR SIGNS AND GRAPHICS 0 0 G.G. TO PROVIDE BLOCKING / REFER TO APPROVED SIGN SHOP DRAWINGS 3. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS FOR COORDINATION AND DELIVERY DATE ISSUED: SPECIFIED IN THE DOCUMENTS ARE ARE PERMITTED, U.N.O. 4. G.G. TO PROVIDE CONDUIT AND J-BOXES AS REQUIRED - REFER TO 12/21/2016 SIGNAGE - ADA, HVAC AND SERVICE DOOR G G PER LOCAL CODES 4 TENANT CRITERIA 4 APPROVED BY THE OWNER. ELECTRICAL DRAWINGS. 5. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS " BLOCKING FOR SIGNAGE G G ARE ARE PERMITTED, U.N.O. 4 APPROVED BY THE OWNER. • 6. G.C. iS REQUIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED MATERIAL, PROJECT NO: TOILET ROOM ACCESSORIES E/G E/G G.G. TO PROVIDE * INSTALL ANY ITEMS NOT EXISTING AND CLEAN TO 'LIKE NEW' CONDITION - REFER TO SHEET A13.1 FIXTURES 4 HARDWARE IMMEDIATELY UPON RECEIPT 4 REPORT DAMAGES, 160529 DO RS - NON-SALES SHELVING / HANGING SYSTEM . E/G E/G (E) STOCK SHELVING SYSTEM TO BE CLEANED 4 MOBILE TRACK SYSTEM TO BE GREASED AND PEG BOARD ADDED TO FRONTS IMPERFECTIONS MISSING ITEMS WITHIN 24 HOURS OF RECEIPT - FAILURE TO DO SO CAN RESULT IN BACKGHARGE. 7. UTILITY SET-UP BY G.C. REQUIRED TO BE COMPLETED BY WEEK I OF -ookiowoRestr.', c 1,Nal_ - r POSSESSION. ALL UTILITIES INCLUDING GAS MUST BE TURNED ON PRIOR TO G.O. DRAWING NO: FIRE EXTINGUISHERS) E/G E/G AS PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL (2AIOBC) . G 1 . 2 RESPONSIBILITY SCHEDULE A REGULATIONS 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAW INGS. CODE I SUPPLIED I INSTALLED ( MATERIAL I MANUFACTURER I DESCRIPTION I LOCATION / NOTES OWNER: 1. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE 6. ARCHITECTURAL DRAW I NGS TAKE PRECEDENCE OVER OTHER DRAW I NGS FOR LAYOUT DIMENSIONS IN COMPLIANCE WITH LOCAL CODE. AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCI-IITECTURAL NOTE: G .. GENERAL CONTRACTOR AND 0 .:. CHICO'S / OWNER 2. BEFORE COMMENCING WITH THE WORK, THE G.C. SHALL 51-10W EVIDENCE OF ALL THE INSURANCE DRAWINGS AND ENGINEERING DRAIA1INGS, OWNER SHALL SE IMMEDIATELY NOTIFIED IN WRITING. Ch ! COIFS REQUIREMENTS. 7. IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. CEILINGS RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES 8. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CMU, CONCRETE COLUMNS OR GRID LINES AND 11215 METRO PARKWAY AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED OR DETAILED. CABINET OPENING DIMENSIONS CLG-1 G G GYPSUM BOARD N/A 5/8" SUSPENDED GYPSUM BOARD STOREFRONT ENTRY FT. MYERS, FL. 33966 - 4. SIGN CONTRACTOR TO OBTAIN SIGN PERM ITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN ARE TO FACE OF FINISH GYP. BD. - IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERSBY. R. THE CONTRACTOR SHALL REV I EN ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS CLG-4 - ACOUSTICAL N/A 2'X4' TO REMAIN. REFER TO G.0. TO REPAIR/REPLACE EXISTING TILES 4 GRID AS REQUIRED TO ACHIEVE 'LIKE-NEN' CONDITION 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. AND CONFIRM WORK 15 BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE TILE SHEET A3.I IMMEDIATELY REPORTED TO THE ARCHITECT / OIAINER FOR CLARIFICATION PRIOR TO PERFORMANCE - 6. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE W ITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. OF ANY WORK IN QUESTION. C LG-5 - - GYPSUM BOARD N/A EXISTING GYP. SD. CEILING TO REMAIN. REFER TO SHEET A3.1 G.0. TO PATCH/REPAIR AS REQUIRED TO ACHIEVE 'LIKE-NEW' CONDITION, AS REQUIRED. V.I.F. ARCHITECT!ENGINEER: - - 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT 10. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES FIELD. t ti g g AND ORDINANCES. 11. OWNER'S REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. PAINT ,E .E ..V .x 8. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. :i .§ 213 GI. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS A5 BUILDING ENVELOPE P-1A G G PAINT BENJAMIN MOORE CHANTILLY LACE 0C-65 REGAL SELECT INTERIOR ACRYLIC LATEX: EGGSHELL _ti-.Z g DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 1. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT. 8 8 g 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE P15 G G PAINT BENJAMIK MOORE CHANTILLY LACE OC-65 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI-GLOSS JOB SITE OPERATIONS SEALED, CAULKED, GASKETED OR WEATI- STRIPPED-STR 1 PPED TO LIMIT AIR LEAKAGE, 1. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SW ITCHES, ETC. ON P 1C G G PAINT BENJAMIN MOORE CHANTILLY LACE 0C--65 REGAL SELECT INTERIOR ACRYLIC LATEX: FLAT 0 1' L 9) .c .c .- a) u) AND NEIGHBORING NEIGHBORING TENANTS. BOTH SIDES OF CROSSING / PENETRATING WALLS IAIITH THERMAL AND ACOUSTICAL INSULATION. - - f 1-r-k ,4 ...I rbAtteri- DENJA1 IN r ic.,.,ik.. uNivrKt,-4_ z..,;,..,,,;K 2110-IL 7:CGAL OELEL r ii(T.:x.1:A ,k•ex IL,..: .mieri:„‘ ,...\J:‘,1.:/,la-L- 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITI-I THE '0 >' COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND LANDLORD PRIOR TO CUTTING/ CORING. P-2B G G PAINT BENJAMIN MOORE UNIVERSAL BLACK 2118.-10 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI-GLOSS 1 ") E MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL SE REMOVED FROM THE SITE PROMPTLY. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL P-3C G G PAINT BENJAMIN MOORE COLLINGWOOD OC-28 REGAL SELECT INTERIOR ACRYLIC LATEX: FLAT AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND 5Y OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND TI-IE ACTUAL FIELD CONDITIONS NO SUBSTITUTIONS ALLOWED. REFER TO SI-IEET AS.2 FOR PAINTING AND PRIMER SPECIFICATIONS. PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR V) 3. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. FINISH SYSTEMS SPECIFIED. IF ADDITIONAL INFORMATION IS REQUIRED / NEEDED CONTACT BENJAMIN MOORE ACCOUNT REP PAUL BALLAS AT 201.94°1.6'934 •:i• CONDITION, U.N.O. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 0° .4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.N.O. WALL COVERING = MATERIALS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE I 0 CONDITIONS AFFECTING THE WORK. ANY ITEMS 141-110-1 ARE NOT COVERED IN THE BID DOCUMENTS I 4,..: I 4 i , wkt-L-r,-,F ER 1 It,: :'•i‘igar4Ci.a.CLZ.Sha.4,:i. .. 5'. L., -?"7"e"1"•,i. ‘ M. " • "1 C 1. WI-IEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETI-IER IN CONTRACT OR U...1 OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE es NOT IN CONTRACT, THE G.C. SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. .0 CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING .4 __A -IT Illiv#.4.4.1 rt.II li I 7 d '7C 2. G.C. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO PROVIDE AI 1::: li. L -- CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE .., -, I I.Mi...7,VIM I.I/.:..- '/..l)i T IT'.'' '- ' ‘. " - ) - rrir-ii a fliCK3, LC414.1.7. \-7 \117 "Cd7777Z" , - , . - ...-. 7‘..,./1. TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS CCC DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE PROJECT (OWNER-PROVIDED OR OTHERWISE). G.C. 51-1ALL NOTIFY OWNER'S REPRESENTATIVE IN CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. WC-431 0 G WALLPAPER COMMAND CORDOBA CMc11-1037; COLOR - .Z ,:t - WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF THOSE ITEMS THAT MAY PEARL 0 0 Lo . FITTING ROOM LOUNGE NOT BE BE READILY AVAILABLE. IF NOTIFICATION IS NOT PROVIDED TO THE OWNER'S REPRESENTATIVE, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND WC-10 o G WALLPAPER KNOLL TEXTILE HALO WC15701 COLOR: DOVE FITTING ROOMS +13.) :4'" FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD -C CO TO ADDITIONAL COST TO OWNER. VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE VIA PHONE WC-11 o G WALLPAPER KNOLL TEXTILE SULLIVAN WC17GR1 COLOR: BACKIAIRAP WALL 4 FOCAL WALLS WINDMILL til) *k-(") CI 44 3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS 50 AS NOT TO CREATE A (OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER DISCREPANCY HAS BEEN w HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE NORK. NO EXTENSION OF TIME IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C. FOR ANY WORK DONE ; . . _ ,;fi-ra r=c,i...= 4-,,,,rtrekac r ‘.,,, ... SHALL BE PERMITTED. REGARDING THAT MATTER. rrs 1 A _ 1 'AL:L:71113 4 i'c+--, i 1 )'u L...1/4.2.i_ L...At . '1 i_.L.,t, 0 a LoCD ..., ("•Ti ...c as 1 ;,-„--.,_,,r-c IlIziar 6.5,1...ii Ier, 1..L.,„ a;;L:irz.,wiz '1,31'LL-7 F.27, I(G), I lt7 E;NK i4ALL(:74 AND DR 7 g‘11 17-00++...0-1//._41 0 E ar) 4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE ANY OWNER FURNISHED ITEMS (0F1) SUPPLIED AND DELIVERED TO THE JOBSITE, OR OTHER AGREED UPON LE:113r, AI IC IINV.K.3 .7\ 1:1111F, E(1) (). LoL4) LOCATION, AND FORWARD THE RECEIVING DOCUMENT(S) TO THE OWNER 5. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE (1) GALLON OF PAINT OF EACH COLOR FLOORING A FOR FUTURE FUTURE TOUCH-UP WORK. (/) U.N.O. AND APPROVED BY ONNER. FC-1 o G CARPET J 4 J INVISIONT...t .P 6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, TEXTURES #36; COLOR: BLACK F I TT I NG ROOM AREA. G.C. TO PROV I DE PAD (TREDMOR 2568 BLACK CARPET PAD) 4 ADHESIVE AND TIE INSTALL PER MANUFACTURER'S SPECIFICATIONS. DIRECT GLUE DOWN. 7. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT 02017 THE ARCHITECT t ENGINEER ASSUMES NO EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR '!",a.111:: : ''':1' .71.1=4..., ,7': KNCLkALLI ANi. 11 1.1-r.lm,y4,17. .7/4.5ritZFRON'T 1::, CE../.".,',CD ENTI:.,:' r-._s,,,,i-, -7.,..E., 72./37, Zi_G "E L II X Tr LEA:7,E RESPONSIBILITY OR UABIUTY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN - 8. G.C. RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR DELIVERY INCLUDING, r-E T .", _ - l',1 Irz. Tl'. E ; ,i111", I if,,;,n•?,,, i f1.1.12.1.. .i4L45 . 6,111:: I ' nir,§1:-.- _Ain-. SPECIFICALLY AUTHORIZED BY THEM AND SIGNED RETURN OF ANY EXCESS MATERIALS rreal.k."er'keh."• mai 6.7.-‘.. LY.4.6.V.,,Ji;i- - ' ' ' - " - AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE • SEAL THIS BUILDING USE IS ONLY APPUCABLE IN ' 'E:: i."1 DRAWINGS - , cr.^1 I I T.: 7/1,\C e4r.mr-7,1 ,a_ilLrli lc 77:1C.Xleire EXtmrtrct' LTORCITZONT ECE-CED EN-1-W 7,..t EV, 'FILE, C.,GCT, t.,._z:-/ r,ir ... 4,1;.-. Iv ',..:-.12,7 LII IC, :-I2,1 tr1! AREAS MEETING THE STATED DESIGN CRITERIA. f-"--- T - - 1. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE 11' :I . 1 ar.. ,- pat sz , RESPONSIBLE FOR REVIENING THE COMPLETE SET OF DOCUMENTS AS SI-IONN IN THE SHEET INDEX. Arsz.::/ 1- FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, , 'C' g,'I -!! '''Ad. ;11' 1 I SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING .F7 " .-, ,- L..MTS+0711E ' 1- 17 zLi‘r r:--- 41,18,,_c\owl.1:: ii 1 - , -1'i"," 0111-LL ANL) (. 1401-J I I(.) 1. 1- LLALL.i) I 41 I I I MI it/V...1-L '-,LALAN I`.., II-11'1 tLC,NA 1 GI i I 1 /1 NAL LULA* WHITE BLACK HOUSE MARKET 1 via. Iht-C 17.. "'ll I:. ctex...liri 1411 :717i1EVIE 7-1E/-4; :..;7 1,.:-.. I/E" 1,,\7411i1 -41111i MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS 4,fi ICIVR, e.i nir,..11 . ..._.... . . AT TIME OF BID. ' 2. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL - - - - I lit, .‘ill I I V 7V1:1 ler: intr..7V.:,\I I ,N.:I I IAL (' ;\r-7/, 71mi 111 I.:\ mok.s+it $V ..--xc 7..449601 :.7: 1 i'_71 TN.777:1 I STORE NO: BE BROUGHT TO THE OWNER'S ATTENTION (VERBALLY 4 DOCUMENTED IN WRITING) BEFORE 72' r 3219 PROCEEDING WITH NORK. 7f 1 ^ T - •-• - 1,/freCil&N,7 II..-- 11,\KIII L,,),,DA).4;(24,,i 3. SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS I i NT] 1 1 11.425:\fi,_7 11,1:( c 7,PAH 1 N 7731,, 1 1.1A7141RL:.\..t1 t ICI or?vAr viro tr. _7;11_ 4:,11.....,.1 7.7,i f tki:', P17/ . .C.1. PROJECT LOCATION: THE OWNER'S REPRESENTATIVE SHALL BE INFORMED (VERBALLY 4 DOCUMENTED IN WRITING) OF THIS DISCREPANCY IMMEDIATELY, AT 1,A11-1 I CH TIME OWNER'S REPRESENTATIVE SHALL PROVIDE 'Feirc' L - L v i i I i L Plnit141 -"Att I I IC LT 111r/I-DIT Ir',-,:(,IIA, In MY 4,-,‘-:-.: ,-,r,c,-,. 7%,-,.MOM 3TA5GZIK FA-1 ,Lte,N. WASHINGTON SQUARE DIRECTION AS TO HOW TO PROCEED. 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION. NOTIFY 18"X18"X1/2" AGGLOMERATE SALES AREA. STACKED PATTERN WI 1/16" GROUT, GROUT TO BE SEALED WITH MIRACLE SEALANTS 9336 SW WASHINGTON FC-11 o G TILE ASI IMPREGNATOR NATURAL LOOK PENETRATING SEALER #511-POROUS PLUS BY G.C. LATICRETE ciO LIGHT OWNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY I F THERE ARE ANY DISCREPANCIES. #FGI-115D PEWTER WHITE SQUARE ROAD SPACE #: W13 L,T.;.1 IZ). ,I'44f.f *ts ie;iLol;I .w,-- tr., . ,.- r- 1/..*-1- ! A 14144.."-"'"''' • 4. .• a , . a .... A . • , .4. . ... '.. '71r 4 ,17 TIGARD, OR 97223 GENERAL NOTES LMALL MATCH FLOORING AT DESIGN TYPE: FC-16 - G - - LINELINE; PURCHASE LEASE TO CLOSURE DIRECTLY FROM LANDLORD ENTRY REMODEL DOOR INFORMATION FRAME INFORMATION STOREFRONT; RUNNING BOND LAYOUT. G.C. TO INSTALL WITH 1/16" GROUT JOINTS, GROUT TO BE MARK FIRE NOTES FC-18 0 G MARBLE TI LE NASCO MONTE STATUAR 10 - POLISHED SEALED WITH MIRACLE SEALANTS IMPREGNATOR NATURAL LOOK PENETRATING SEALER *511-POROUS REVISIONS: LOCATION NOMINAL SIZE MATERIAL FINISH MATERIAL FINISH RATING 1-IDNR. 12"x24" PLUS BY G.C. LAT!CRETE 50/50 MIX c10 LIGHT PEWTER $ 44 BRIGHT NHITE. G.C. TO ENSURE TILE HAS FACTORY EDGE NI-IERE EXPOSED REQUIRED BY: DATE PR. 3'-0"W. x REFER TO SHEET A8.1. CLEAR TEMPERED GLASS, FINISH OF HARDWARE 101 ENTRY WOOD / GLASS - - - - A 4-±- '-'111 ,-,• PP “-'41' _-V , ,--,..1 ....,-,?.(1 ,74 _ .-‘,1 I. I f4.--,\ , 1-,v ,\- Anon 1 L.,,-II,,1,., v _-I L-I L. 1 I 1- , r q i idv. : ,-,L...N.:;-L/1":- 3LACK -1")<4" I 1ITI; X 1/2" TO MATCH STOREFRONT SYSTEM 7=e- •^>" e^. re- ''..7r/1/41,111-E TL F.I " 6.,--, 7IT, rv-1.77-49 BE ik71‘' Ll"' N'TI I MI-/‘"- 2,.EA'21.1"1-- I 'P-i'l'I TO"' 1 T 'P L Qr - i t4TIN,- JMS • • LALL) Li.)611- CC'A I =r) 44r:1 I mrnlc =I I ic =N.' ,e^ 1 ( CLIENT AND LANDLORD COMMENTS 02/07/2016 (E) ALCOVE / 3'-09A1. x 7'-0"1-I. x (E) 4-1OLLOW EXISTING DOOR 4 FRAME TO REMAIN. G.C. TO REPLACE I-1ARDWARE IN ri. . 7- 'r 7" rs. 1 i!!'s i . ET"V ' "':""\7 LIITI I 1/1C." CR,6'''T Tr gr.-ripriA.gap-i.aw..-arr.44..A h i-re: A 102 (E) HOLLOW METAL P-15 A P_15,/\ - B 7i iN - ,- Alk. CLIENT COMMENTS HALLWAY 1 3/4" A i METAL .... KIND AS REQUIRED -. -. 7/11=...,'ZI I 71L:: I 1A.2..f..:: ITZ-alk. /FAO 17J ._1..7.1 17 :Ii I ft I" lmriz‘E-ctiATOR I I,VIV-17./"/- 11....1/11 r"NI IL-77..leTi++99€94L-C-RA011:Z 7 snob;a 71k.h..a :-.7: CC. `....IrT4CAR..7711 I I 04/17/2017 . , r/ YI t „ .7/ /II I „ (1,-/wL:/, a:1;7_ - .... tx.- FITTIN'Er Roor; 7 IL : let= I- 1:3 I r.: AA _ _ VII.1 r_ r_,\I z ..\:./, , L''...:!.:1_/,‘ '.:.''7' _,-.1 '. :::-!',:.. .:..,,'.;..r•-! ,7-..7-. C,'11" ' !INV m.., 3I-0"1A1 x 71-014. x (E) I-IOLLOW P-15 - D EXISTING DOOR * FRAME TO REMAIN. G.C. TO REPLACE I-IARDWARE IN 104 (E) TOILET ROOM (E) I-IOLLOW METAL P-I5 WOOD EFFECT PLANK; AMERICAN 3/4" METAL KIND AS REQUIRED FC-23 o G VINYL PLANK ASI CHERRY SALES AREA; ADHESIVE BY G.C. P-2B SALES / P-213 'V LZ: :r".II" . :T'rir.:- r.711-Will I I I/ I,'II" "...;111VT, UV:VT T"..." Iii.g•AreriAL.C444414114RAGLig 1411T,/1_NNT6 (E) HOLLOW SALES / EXISTING DOOR 4 FRAME TO REMAIN. G.C. TO REPLACE I-IARDWARE IN - 1-1AkIll-b I A I UAk10 V .NII- 11')- 105 (E) NON-SALES 3I-ON. x 71-0111-1. x (E) 1-1OLLOW METAL P-15 - E rc 24 I 7 erscrLAA I rL.:.: CERAMIC TECI IN IC:."; , • o irmcato.orLm 14)-orum;L., LOOK ir El,OW...AY/111A :.12.1-NL:-11r. lq./,I r L'At/J.: 7-LUG EC &C. L-',-,1CRCTE f/..7 -.: I 111; 3/4" NON-SALES METAL P-15 KIND AS REQUIRED - I RT() Finiica-i IPOYIP,- , „ - NON-SALES i1/4 4...1,.....-er , ,...,‘,i._;'.. -r ..r.7 /...J I..,,a,-i i."11151111f LE:: ref. , 71..,1 Mill:, II ' I,'I.;" :-,7(..‘"T; f.J1,7 T:.: Dr. :..:--,AIM IOC I I IiiRiketrAftike14•Ttr7,7..T.I I,iffmt9R *INDICATES NO REVISION TO THIS SHEET V :7'1 I ., r ,-./'I I .. - .- AS 11111. - A I '-' ''' 'XII-7 71111,\'/.7 ..-.7:r z..- 7 FE ,',I I= 1 1,14_1_ fkLE. ir:-.. IdIWIF:711 I 1.-\1_1_ .F"- r." 0 •-• 44;1,"?IlTi- Tlitli .....64&L 711 r 12",(21',(3/3" r OLICI ID) CLACK HATurw,.. li\r:LI(. FS trrn\TIPic CCALCR trcii PORCUC rum :-.Nr 4c\s. A ',TIC-WTI UN:MA LOCK tF22 :14 ::::::-;\'1::K._ I 1,7-1.-3; , I irrA,_ r IL , 11-:/, I I Mr.',L . - :..,'I" V"/ 47.-.;Aq. 1.4 iti III IT c ,:er-\ al.4: Ti.-; :iI ,' 71 kvali I I.'1 FA/7E-.V IFC/C.: 1 xi:7A itl(7:ear DRAWN BY: JMS 31-0"W x 7'-'0"1-1. x (E) I-IOLLOW G.C. TO PAINT TENANT SIDE P-15 AND MALL SIDE TO MATCH MALL 7.1.):177LI'M 27-776r71:71 IT I I r 1 'II" r:77::\VT, Gr'...:Vir 7:: Kik SCAMP I Xv"."1 I 711RACLC f,TALANTZ CHECKED BY: RHW/ELM 107 (E) SERVICE (E) 1-1OLLOW METAL P-15 P-15 - G3/4" METAL STANDARDS I -- 3F,A!I 1PAL TILL InAl...1", 1% 1 .7' ., t) 1:31- ..riz ,-,,L.; .1.1"ifT:E.7,11i-rx, :.: NATURAL LOOK reitnr-,Alrilig ,CALLIF, :I3N 1r31'..Jj.: 7 U ' IC .' C. . . :1 %)P+13k,,i/.-Z1.11 7E A. I ik.L.A.,u‘...I...) Li-IlldU I -14-toU l...1-1,411/41...A.dhAL.. La.k... I L. 1-14...+L.um- 111.-I-. i--i,,A., I o-v...i k...d1%,I L-1.4../1- P,11-11-.1..4- L.-A I t...s...4-1..d .SED ARc A. INTERIOR ENTRY DOORS - DOORS AND HARDWARE SUPPLIED BY OWNER AND INSTALLED BY G.C. F. SERVICE DOOR: UNFINISHED DOOR, FRAME AND HARDWARE SUPPLIED, INSTALLED AND WALL BASE (U.N.0.) FINISHED BY G.C. 45 16'2,, BOTTOM RAIL: cl 1/4" HIGH I-IARDWARE: 1-, , IJI it/ I {41.1 AI, L41 JLJI l 1 Jo-k. 11 I ::,,ALEf, 1"1-,,,..oe. ..':.T. 1.1,!Xl! i 1.4)',A€,C AND r 1 TT I N$ !,,I,\J1 IL. ,;.C. IF,: rimor r IL TOP RAIL: 5 1/4" HIGH LOCKSET: PANN EX #71210F000F BATTERY POWERED EXIT CONTROL DEVICE W ITI-1 OUTSIDE KEY acreir5e 'b., Z -1,"4" ,4,4,, fieli,I• - ' t...4 SIDE RAILS: 5 1/4" WIDE CONTROL CYLINDER #316505A5C2. DEVICE 15 NOT EQUIPPED WITH A DELAYED EGRESS LOCK. GERALD S.SHREMS REMOVABLE GLASS STOP: 3/4" X 3/4" ANODIZED ALUMINUM TUBE TO MATCH FINISH U532D ESCUTCHEON WITH PULL #703PLTD1OF t 2 A C IP( I 1•3"Tittof I.; ,., 'II, I:: . . .. - - - . 1/1/111\11‘11P Of. • 3769 I GLASS: 1/4" THICK, CLEAR TEMPERED GLASS (PRE-INSTALLED BY DOOR MANUFACTURER) HINGES: 1 1/2 PAIR; BOMMER OR EQUAL, 4 1/2"X4 1/2", #555004N HEAVY WEIGHT BALL BEARING HARDWARE: WITH NON-REMOVABLE PIN, FINISH 26D PUSH/PULLS: 2 PAIRS LADDER PULLS - CRL 421-PBS - FINISH U532D CLOSERS: LCN CLOSERS 4000 SERIES INTERIOR MOUNT, FINISH 260 WALL TRIMS .tS$ LOCKSET: (2) RYADON LL05 BOTTOM RAIL LOCKS, SECURITY SOLUTIONS "U-CHANGE" REKEYABLE THRESHOLD: NATIONAL GUARD PRODUCTS INC., OR EQUAL. ADA COMPLIANT BUMPER SEAL OF Mk LOCK CYLINDER - FINISH 26D WITH 4*K.205FACTRY SECURITY KEY (KELLIE FREELS 888-541-1300), 1 THRESHOLD #6c16 , I I ,-, A . . - r 4,.e1,1..., LI 1'1 111-11 , I.,14 0,4 I PH 1,11,Jj I ,,,,L11. I r,'"11.1,,:;i, pk..,, /72/.., ..:JF. 0-1CATIC;IL 3, „ntote ,L.A. 7,=,111T r IL 41 LI-IL-X, AND LOUNAC THUMSTURN - KABA ILCO 7161TK2-26 MORTISE CYLINDER - FINISH 261, EXTERIOR LATCH PROTECTOR: IVES LOCK GUARD #LG10, GI 1/2"X2 1/2", FINISH US321, i...,•0c c., PIVOTS: (2) DORMA 8062 WALKING BEAM PIVOTS, (2) DORMA 7471K FLOOR PIVOTS, (2) DORMA ONE WAY VIEWER: IVES ONE WAY DOOR VIEWER #6°18B, ADJUSTABLE FROM 1 3/8" TO 2 1/8" 7421 BOTTOM ARMSTHICK DOORS, FINISH 260. TWO REQUIRED: MOUNT ONE AT 42" AND ONE AT 60" T-4 o G WOOD I DX 120" PRIMED POPLAR MOLDING SALES AREA AND DISPLAY WINDOW AREA. FINISH IN FIELD. DOOR STOP FLOOR: ROCKWOOD #471, FINISH 722 A DOOR IDENTIFICATION SIGN: COORDINATE SIZE AND COLOR WITH MALL OPS. T-5 0 G WOOD 1DX 120" PRIMED POPLAR PANEL SALES AREA. FINISH IN FIELD. CAULK WITH PAINTABLE CAULK. MOLDING T-11 G G WOOD IDX 2" X 5/8" POPLAR WOOD TRIM NICHES/SALES AREA PERIMETER. G.C. TO PAINT PER REFLECTED CEILING PLAN B. (E) ALCOVE / 1-IALLWAY: EXISTING DOOR * FRAME TO REMAIN. G.C. TO PAINT P•-115 A G. (E) SERVICE DOOR: G.C. TO INSTALL ALL NEN I-IARDIAIARE LISTED IN GROUP 'F' 4/19/2017 I-IARDWARE: EXISTING HARDWARE TO REMAIN U.N.O. T 11 ,, ,5 I ia; ;5X T.eesty-irittr I L1-1L-1:3 ARCA GMANDEL.ILykz. 4.J.. , ;-,-,;;iT i- .14:. G.C. TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED. DRAWING TITLE: T-13 o G METAL I DX POLISHED CHROME MIRROR TRIM SALES AREA MIRROR GENERAL KIT _ , „ , I__, , --siEtierii,. „_ NOTES, DOOR C. FITTING ROOM DOOR: NOT USED DOORS SHALL BE OPERABLE FROM W ITH IN WITHOUT THE USE OF ANY SPECIAL KNOIAILEDGE L. ..:1 I I...i 0L--t „ H „ 1 l'411"k•rte4A .17i;;.?4 i e i.-I. ' ' ' ' '!"-i! 'kb.r.'..' ' ',•-•‘.'"i'l"'- AND FINISH OR EFFORT WHEN THE SPACE IS OCCUPIED ‘, Li 1,,il.,loq., I ii,)A NOTE: lt 9/-1/41.-=.7 Mt‘...t-i-It. I I 4,.."I/-1/4LL r 1-.:1%, I Ih1/41,1LIt-r-0-.I U1,t1•••„D lt,t.L.LJI II Ir..1,41,0-+ I II I,J. t A,A...q..i..)114P;I 41,1 /NI I H r I I SCHEDULE ...lalltr/f - D. rE) TOI LET ROOM DOOR: EX I STI NGr DOOR 4 FRAME TO REMAIN 1. G.C. TO FURNISH ALL FINISH I-IARDWARE (U.N.0.), NOT SUPPLIED BY OWNER, BUT NOT LIMITED T-16 G G WOOD IDX (2) 2" X 5/8" POPLAR WOOD NICHES/SALES AREA. G.C. TO PAINT PER INTERIOR ELEVATIONS HARDWARE: TO, HINGES, LOCKSETS, CLOSURES, STOPS, THRESHOLDS, SILENCERS, WEATHER--STR IPP I NG, TRIM DATE ISSUED: EXISTING HARDWARE TO REMAIN U.N.O. CYLINDERS MASTER-KEYED, PUSHERS, PULLS, KICK-PLATES, ETC. U.N.O. G.C. TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED. 2. FOR FIRE RATED OPENINGS - PROVIDE UL TESTED AND LISTED I-IARDWARE ALL HARDWARE REFER TO MiAc1.2 FOR TRIM PROFILES. 12/21/2016 SHALL COMPLY WITH ADA GUIDELINES. .- - .._ . MIRRORS 3. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR THE EXPOSURE CONDITION. REINFORCE THE SUBSTRATE AS RECOMMENDED. 1 1 - SALES AREA, OUTLET FITTING ROOMS, FITTING ROOM LOUNGE, AND TOILET ROOM; G.C. TO PROVIDE PROJECT NO: 4. INSTALL EACH HARDWARE ITEM TO COMPLY W ITI-1 MANUFACTURER'S RECOMMENDATIONS. M-1 G G 1 MIRROR 1/4" THICK MIRROR E. (E) NON-SALES DOOR: EXISTING DOOR 4 FRAME TO REMAIN. G.C. TO PAINT P-213 SALES SIDE KEYING TO BE AS DIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE J-MOLD, MASTIC, ETC. 160529 _ ONLY. ESTABLISHED BY OWNER. SPECIAL FINISHES - HARDWARE: 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" TO 44" EXISTING HARDWARE TO REMAIN U.N.0. A.F.F. AND SHALL BE OPERABLE WITI-1 A SINGLE EFFORT BY LEVER TYPE HARDNARE WITHOUT SF-1 0 G FABRIC CIRCLE VISUAL q2"X112" "S0140" 3 BLACK STRIPE , FITTING ROOM CURTAIN - FOLD OVER ROD DRAVVING NO: G.C. TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED MEANS OF TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. ON LACE IVORY MI ST IQUE SATIN ALUMINUM SF-8 o G COMPOSITE - 4mm BLACK STOREFRONT CONSTRUCTION FINISH 1 . 3 PANEL . • G • DOOR AND FRAME SCHEDULE J FINISH SCHEDULE A OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT I ENGINEER: t5 t Q O U U L t Y hr :, < < O O L L N v H co L ` 0 N co (n C L L O BANK p a I. ltr • & • '. 2.- H e ,,,,,,,5':."•••4•r•>•-r.. V) o co 2 .r g 0 . Lo =ra .p - .. i I CC • • .. ". Lel Z T • :q•F,-..;',':-"" :•• . V) i U !Z � tea. ,� Rr tCl7 U Ln • rr 1,... ,• - ..: ,, ,.,...._ •-..„ A'''.•,,,,..limpam;64. • 0 ..= 0 cr.) • ' i'` '� s fib i 6• : 4 '. ,a,. • h ++ ...m tL +at q-A-gi'�ri V ,s ...Y t• 4 j ..,. . ........... i,,,..V.A, � CT 1 ENGINEER ASSUMES NC t �+ P. _. T .,s :- # t X2017 THE ARCHITECT THESE PLANS Y OR LIABi LITY FOR THE RSH AF THESE FOR ANY PRDJECT OTHER THAN P1 . . SPECIFICALLY AU:TOO' HORIZED BY THEM AND SIGNED L I ' '''4,.',„4.1,,,r1'1„,-;, : -y- _ _ AND SEALED FOR SUCH SPECIFIC LOCATION IN THE R R k': k• k .. .'#.. �' " 7 - • JCPENNEY - .. AREAS MEET G T E STATED DESIGN CCRITERIA '1:4i,, A#,, *-• d:t "ir�,\`','4. 4 -'s:• -9r 74.--1'3.a'i.^a• -. _ - ., �i a c- WHITE BLAC K :kir�i�`N t-0 ▪ � r a, HOUSE MARKET • STORE NO: . .,- . 3219 p,/ PROJECT LOCATION: WASHINGTON SQUARE F •• • SQUARE 9336WASHINGTON SQUARE ROAD • SPACE #: W13 . ti r ,. �ylp,;,.d < •a .; - , itiSitliiWORKS � Er TIGARD, OR 97223 AVON WRY If1il�Jdflltl Main g • 't ' •.:.:„:: s▪ " - PE3tAX MWRIT A A ..zJ" - - = AMU DESIGN - 1. :" REMODEL > 4,: ' * MILD.AtEAR REVISIONS:': gI t r # tr ,, Lo1(RCtR' € uARI :— "2— :A. ', ,-w,':.‘%4 _..0. , .,,,,,,.... ..,,...1c,„5....i. ,, % 1 `TFOI 1:11416 R:,if • c REQUIRED BY: DATE t Q �r w t# a toil YANRf{EANULE ma i tFi� s �eey•- / • a .... 'Y .i.z r� ' 7 xi £ iris .. , - CLIENT AND ., °� ' r ¢ P , a 1 ;� P2 / \ LANDLORD COMMENTS 02/07/2016 awrw ur • a4 t 'E - asYff i i#Rf CLIENT COMMENTS 04/17/2017 " --., . EAt:[0RY JOS.ilYA3Rt > s +10, `t t Ag • iIlC ti'NElt �'' EL�IJ€1CK£k .4 , .. � i ESltiP yh � } r• e qr 11f16(iSq€MEAi6LRTU LAST-HXJEWUJY +� GRff6S VMS MAI tH kE['Af$ ' it S,�. a ,* `° !AWE fart PCRILl1lIf15EAfEt3[;LRJ4f'A1 EML • :-- y i T ▪ • 1 i EAVIEYER S?G1S.tT.URE _ � Y � SEARS AUTO CENTER P4tfEi"!RAkM PROSECT SITE: FRED MEYER - - 1[i4ELf315 ; '' u x ° '1ND/CATES NO REVISION TO THIS SHEET WHITE I IOUSE BLACK MARKET _ K SEARS NASI-I1 NGTON SQUARE K • - • '�•j '=''' DRAWN BY: °IBIS SW NASI-IINGTON SQUARE R . JMS SPACE #W13 CHECKED BY: RHWIELM PORTLAND, OR p7223 : $Elf RB1EfC€ 0. ,— & w x .- a. a. LEVEL 1 OF l ,�' �J1 . - ESE � VAlfl3 "° NiI26FEfi - . m -8 . 8,-. . c.� " w E -.1-- DIAMONDS c � T sc N ••:1;;":":.: ,Y1AlRY WA »a EZ TRWY v s a •n . ' 1 (JRAMW.I MI.EIIS LICKS UJ1RE S „ VONT SAE-SIE€S WEE/Ft' REGIS - ae �� If[E`dAl#RFI+F,g�AIiY �a swill ... ff „,.,,.',.',.,..„;,:: '';-:I: .... THIS SHEET IS FOR a .. Ailli 2E " REFERENCE ONLY ACCESSIBLE -'' _ PARKING 92 ' Li4 . •to . :. „ . Q _ ac DRAWING TITLE: rATN OF TRAVEL SITE PLAN •j 1.0 4. ' .-- • . • - - •• • - ..• .. .• ••• .• • • - • . . .-' . : ' - ',-• • • • — -•:::: •- • : •• -. . • •••• • .:•.. „ .........._„....._„: , .,.... ,.. . A '-'' '. .4 E DAT .... ...: „. ..:... .. • . .. •. • ..:.... .,...„ .,.., . . ..„ . . . .„... . _ .. . .. .. . . . . . . . . . .. _. > €. �� . ...„:_. ,...,. .,_ , ,..,, „ ISSUED E '.4.1.-41#10! m. ' ••••• '... ''''•'" '- ' :•-•'.•-•:7••••'-•-• 12/21 /2016 PROJECT NO: 160529 • DRAWING NO: NORTH ALL EXISTING HVAC EQUIPMENT TO BE REUSED AND RECONDITIONED SHALL BE AS NOTED AND I. G.G. TO PROTECT ALL EXT'G FIREPROOFING 4 REPAIR AS REQUIRED TO MAINTAIN EXT'G RATING. 10. G.G. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL OWNER: SPECIFIED. PROVIDE ALL WORK TO CLEAN, REPAIR AND/OR REPLACE COMPONENTS TO FIRST GLASS BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. OPERATING CONDITION. PROVIDE A FULL ONE YEAR WARRANTY ON ALL WORK PERFORMED. 2. G.G. SHALL PROTECT ALL EXT'G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED OR REPLACED TO 11. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S REQUIREMENTSchico's THE WORK PERFORMED TO RECONDITION THE UNITS SHALL BE DONE BY A CERTIFIED HVAC SERVICE OWNER'S SATISFACTION AT THE G.C.'S SOLE EXPENSE. AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S CONTRACTOR. PROVIDE THE FOLLOWING TESTING, ADJUSTING AND MAINTENANCE AS REQUIRED, BUT FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED NOT LIMITED TO, THE FOLLOWING: 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. 11215 METRO PARKWAY I. CLEAN THE OUTSIDE OF THE UNIT ENTIRELY. THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.G. SHALL NOTIFY THE OWNER / FT. MYERS, FL. 33966 2. CLEAN EVAPORATOR AND CONDENSER COIL THOROUGHLY WITH WASH ASH OF INDUSTRIAL ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. DETERGENT AND WATER. 3. CHECK AND TEST ALL REFRIGERANT COMPONENTS INCLUDING COMPRESSORS, CONDENSER FANS, 4. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK ALL 13. NO CONDUIT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN THE EVAPORATOR FANS, MOTORS, EXPANSION VALVES, FILTER DRIERS, ETC. REPLACE ALL DEFECTIVE PROCEDURES (E.G. SCHEDULING OF ACTIVITIES, SHUTDOWNS, ETC.) AND LOCATION OF DUMPSTER SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR ELSE COMPONENTS. FOR DISPOSAL OF ALL REMOVED ITEMS. DEMOLISHED AND REMOVED. ARCHITECT/ ENGINEER: 4. CHECK AND TEST THE REFRIGERANT LOW SIDE AND HIGH PRESSURES AND COMPARE TO THE NORMAL OPERATING PRESSURE ON THIS SYSTEM. 5. G.C. IS REQUIRED TO CHECK IN WITH THE LANDLORD'S ON SITE PROPERTY MANAGER PRIOR TO THE 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, WIRES, OR CABLES, IF THE S. CHECK AND TEST THE OPERATION OF ALL HEATING AND COOLING COILS, MEASURE AIR SUPPLY START ON TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION MEETING 15 ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. M TEMPERATURE DURING COOLING AND HEATING CYCLE, AND COMPARE TO THE UNITS CAPACITY. HELD. r Y Y 6. CHECK AND TEST ALL CONTROLS, SAFETIES, LIMITS, ETC. REPLACE ALL DEFECTIVE COMPONENTS. 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. . :18 $ 7. CHECK, TEST AND ADJUST OUTSIDE AIR, EXHAUST AIR, AND RETAIN AIR DAMPERS AND ACTUATORS G. ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL ..i-x t FOR PROPER OPERATION. REPLACE ALL DEFECTIVE COMPONENTS. FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS, AT I . AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT WITH WHITE HOUSE I BLACK MARKET 8 8 8. CHECK, TEST AND ADJUST THE SUPPLY AIR FLOW (CFM), OUTSIDE AIR FLOW (CFM), AND RETURN G.0-'S EXPENSE. PROJECT MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1 i AIR FLOW (CFM). PROVIDE ADJUSTMENTS OF BELTS, PULLEYS AND DAMPERS TO OBTAIN THE NEW r o SPECIFIED AIR FLOW RATES IN CFM. REPLACE BELTS AND PULLEYS ARE REQUIRED. 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT 15 BEING co `n .s 3 q. PROVIDE NEW AIR FILTERS 30 PERCENT EFFICIENCY PANEL FILTERS. ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. 0co ; 10. PROVIDE A FULL WRITTEN TYPES REPORT ON THE CONDITION OF THE UNIT AFTER RECONDITIONING -o L INCLUDING ALL TEST DATA RECORDED, REPLACED OR REPAIRED PARTS, BALANCING AND 8. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. c7 1 ADJUSTING PERFORMED AND SUBMIT TO OWNER'S STORE PLANNING AND DESIGN FOR ENGINEER ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. REVIEW. q. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE ti) REMOVED BY G.G. AT G.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED v ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL o WORK WITH MALL OPERATIONS DIRECTOR. 22 O W a c co RECONDITIONING EXISTING EQUIPMENT INFORMATION A M DEMOLITION 1 LEASE PLAN NOTES DOC ci 1 .cri1 in uI = Uri 49 o ALL INTERIOR DASHED WALLS AND FINISHES 3'-4'{ • 9'-3 I/8" • 50'-0 3/8" ARE TO BE REMOVED LL TO LL LL TO LL LL TO LL V) ¢ `D CC REMOVE FLOOR COVERING AND ADHESIVE IADJACENT TENANTI N WHERE NOTED, ENTIRE STOREFRONT N.I.C. p E in INCLUDING DOORS AND SIGNAGE, ETC. E METAL STUD SEPARATION WALL cn U 4 TO DECK ABOVE TO E -(E) FITTING ROOM FIXTURES REMAIN LEASE LINE o u� PR€OR TO DEMOLITION G.G. TO CAREFULLY TO BE REMOVED (TYP.) COORDINATE ITEMS THAT ARE TO BE (E) 3/4" ALUMINUM RETAINED, RELOCATED OR REMOVED AND A MO0 U) *' DISCARDED WITH MECHANICAL, ELECTRICAL, - - - --H=- - - - - - - - -- J - J - IL, - - - H ---. - - - - - - - - --- - - _ _.___..__.. - -IH I - - - - REVEAL BE REMOVED 34.7 n AND PLUMBING DRAWINGS. l l I 1 �� II II �� I 02017 THE ARCHITECT I ENGINEER ASSUMES NO l 1 l �' 1�p14 � II II I I , v�lj� - I u . , _ . RESPONSIBILITY OR LIABILITY FOR THE USE OF (E) MIRRORS TO BE \_ J \ - f J� l , J - I r THESE PLANS FOR ANY PROJECT OTHER THAN r E �� = I u - -�L- = L - �� '� ~� SPECIFICALLY AUTHORIZED BY THEM AND SIGNED ALL EXISTING ITEMS TO REMAIN UNLESS REMOVED, SALVAGED 4 r I --_•----1 - �I✓E!� I (E) FIRE EXTINGUISHER TO AND SEALED FOR SUCH SPEC'FIC OATION IN THE OTHERWISE NOTED RE-CAMPED FOR11 EXTENSIVE WALL STATE.PRCNINCE OR TERRITORY SHOWN ON THE L J BE REMOVED RELOCATED - SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN RELOCATION - REFER f- ! F I.L I DAMAGE NOTICED IN REFER TO A2.1 AREAS MEETING THE STATED DESIGN CRITERIA. TO A2-1 (TYP., III - THIS AREA - G.C. TO _�J PATCH * REPAIR TO III OUTLET O 'LIKE NEW' CONDITION- € I I I I ' � REMA REMAIN WHITE BLACK 0 o1 I I HOUSE MARKET 0 ��111111 - --G.c. To REMOVE II a .1�tu DECORATIVE TRIM STORE NO: m-1 O V 3� II (E) STOREFRONT SYSTEM ^� u - ON liR to Z (E) FITTING ROOM I WALLS LAND AREA II TO BE REMOVED U (E) FLOORING IN FITTING 3219 LOUNGE MIRROR TO II COLUMNS (TYP.) ROOMS FITTING ROOM III REFER. TO A7.1 FOR PROJECT LOCATION: W BE REMOVED I ''�I LOUNGE AND ALCOVE TO BE NEW FINISHES III N 1 II REMOVED - G.C. TO REMOVE WASHINGTON SQUARE — II d SALVAGE (E) BASE FOR E . (E) SPRINKLER.. REINSTALL AFTER NEW , 9336 SW WASHINGTON II II FLOORING APPLICATION MAIN AT 15'-9" Ida LEASE LINE A.F.F. TO REMAIN I SQUARE ROAD J I 17'-10 B.O. A.F.F. I) SPACE #: W13 TII TIGARD, OR 97223 ` DESIGN TYPE: \ (E) TRANSFORMER TO EXTENSIVE WALL DAMAGE (E) 1'-3 3/8" STEEL IIlar ' REMODEL REMAIN a+. u (E) OUTLET TO BE REMOVED NOTICED IN THIS AREA - BEAM AT 16''6 5/6" (E) TRANSFORMER I - G.C. TO PATCH 4 REPAIR A.F.F. TO REMAIN I< (E) WALLS SHOWN TO 'LIKE NEN' CONDITION II DISCONNECT TO DASHED TO BE REMOVED-- J I REVISIONS: 7 - - - 7 r _ - - --I ! (E)MAN DISCONNECT 1 I� _ - TO REMAIN . (E) 3'-0" x q'-0" ENTRY REQUIRED BY: DATE (E) ELECTRICAL ._ I I I DOORS TO BE REMOVED PANEL' TO REMAIN i I IIllAw - - - _ L - - - ,,, CLIENTAND LANDLORD COMMENTS 021(1712x16 _ z / _ _ I I L � T — �� Z (E) 3/4" SLOPE DOWN I_ , I I / / T ,/ \ CLIENT COMMENTS 04/17r201 7 ai INTO TENANT SPACE—_ r r 1` r (11;I � ., I i I _ ,/ I _// - i Q (E) FIRE I �(E) FREESTANDING 1 I `rte �- EXTINGUISHER TO ( L ! I CAST-/WRAP / BACKWRAP I \ Q (E) DOOR BUZZER REMAIN l f I I V . I I TO BE REMOVED I 1 1 - 0 - o TO REMAIN 17'-1D" A.F.F. p IF= 6= _ �= i1 I I I B.O. DECK I I r - V (E) RESTROOM, FINISHES L - J u AND ALL COMPONENTS TO -J - I � 1111 REMAIN F EXTENSIVE WALL I I J I I _ - (E) BOTTLED r DAMAGE NOTICED IN I� - 'INDICATES NO REVISION TO THIS SHEET WATER DISPENSER - -\1_____--- THIS AREA - G.G. TO lam€ II L JMS-I TO BE RELOCATED �� \ PATCH REPAIR TO _ ,� I (131 0 in REFER TO A2.I 4V I \ 'LIKE NEN' CONDITION ft DRAWN BY: J S i0~ (E) DIAGONAL BRACING ' \ (E) FRIDGE / MICROWAVE (E) 1'-q" STEEL k CHECKED BY: RHWIELM _- TO REMAIN aI I I-- TO REMAIN -(E) I0"x10" STEEL COLUMN BEAM AT 16'-1 3/4"m� i,� r� 'E) BREAK TABLE TO IITO REMAIN (TYP.) A.F.F. TO REMAIN I (E) TOILET SEAT COVER 7s' = BE REMOVED 1 + C�yDISPENSER TO BE _ I (E) FLOORING TO BE G.G. TO REMOVE 11` �7r�RELOCATED TO COMPLY 1 !t (E) FILING CABINET TO '{IDECORATIVE TRIMREMOVED - G.G. TO REMOVE ON SALES AREA I l� t�WITH ACC. REACH I HE REMOVED 11I 4 SALVAGE (E) BASE FOR WALLS AND REQUIREMENTS F- REINSTALL AFTER NEW I `� = I COLUMNS (TYP.) GERAALDS.SHREMSHOs (E) OUTSIDE AIR ,�� ' 1 T I p q I- (E) BOSS STATION I (E) AIR HANDLING UNIT FLOORING APPLICATION REFER. TO A7.1 FOR Ii (E) STOREFRONT • 769 ________/ (Il U I TO BE REMOVED 17'-11" A.F.F. I TO REMAIN - G.C. TO DO DUCT'AT 14 -4 5/8 , NEW FINISHES I CONSTRUCTION TO BE A.F.F. Or : TO REMAIN `/` (RE) DE RELOGATEDO- DECK I PREVENTATIVE MAINTENANCE AND I REMOVED (TYP.) - REFER TO A2.I 1 INSPECTIONS TO BRING II 1 `C OF O0(' UNIT TO 'LIKE NEW' �(E) 24"x16" DUCT I J�, CONDITION. G.C. TO AT 12'-10 1/2" I _ i` PROVIDE REPORT TO P.M. A.F.F. TO REMAIN LEASE LINE r _ I PRIOR TO ANY WORK .IJ BEING DONE. - REFER TO M/AD.1 FOR DETAILS -(E) WALL PANELS TO EXTENSIVE WALL u II BE REMOVED AT DAMAGE NOTICED IN ft (E) METAL STUD CLOSET (TYP. OF 2 THIS AREA - G.G. TO 7LOCATIONS) PATCH * REPAIR TO 111 SEPARATION WALL f (E) SANITARY DROP TO DECK ABOVE TO r'01 `DOWN FROM ROOF AT 'LIKE NEW' CONDITION- 4I19I2017 REMAIN y 'OA I6'-0"± TO REMAIN I- - I (E) SHELVINGIp„ I 11 DRAWING TITLE: FIXTURES TO REMAIN - i it — �i ¶ �i Y? 4 n o Il I 1 L j (E) 3/4" ALUMINUM (TYP.) II II r - - - - II H II � REVEAL TO BE REMOVED_ II�,�� . II II II . 1>,�,'�� v IDEMOLITION/ I (E) DAMPER IN 4 LEASE PLAN SEPARATION WALL LINE OF (N) -(E) DECORATIVE (E) METAL STUD LEASE LINE CONSTRUCTION (E) DAMPER IN (E) PLUMBING TO REMAIN SCROLL TRIM TO BE SEPARATION WALL BARRICADE, SEE A/A1.1 SEPARATION WALL VENT AT 14'-0"± (E) 20" DIA. MALL /ADJACENT TENANTI REMOVED - G.C. TO TO DECK ABOVE TO TO REMAIN A.F.F. DUCT AT 14'-4" PATCH 4 REPAIR REMAIN (E) DCW SUPPLY A.F.F. TO REMAIN— N.I.C. WALL (TYP. OF 2 LINE AT 13'-8"± LOCATIONS) DATE ISSUED: A.F.F. TO REMAIN 12/21/2016 30'-0" 30'-0" 3'-0" PROJECT NO: f 8'-0 3/4" <•3'-7 1/2" NORTH 160529 'r CORRIDOR OVER•LL LEASE LINE DRAWING NO: 0 CO 0 1 iEJ . DEMOLITION / LEASE PLAN I 1/4" _ 1' -o�j Al I. G.G. TO PROTECT ALL EXT'G FIREPROOFING * REPAIR AS REQUIRED TO MAINTAIN EXT'G RATING. 10, G.C, SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL OWNER: BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. 2. G.G. SHALL PROTECT ALL EXT'G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE INCURRED 1 AS A RESULT OF G.C.'S OWNER'S SATISFACTION ATI THEETO G C 'S SOPROTECT THESEPITEMS SHALL BE REPAIRED OR REPLACED TO 11 E. ANDERAL EXISTIONTRACTOR NG CONDITIONS. NO ALLOWANLL VISIT BCE I HILL ND BE BE MADEMILIAR IAIITI-1 FOR EXTRASDUETTODCONTRACTORSLATS chicos FAILURE TO VISIT THE JOS SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. 11215 METRO PARKWAY THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.C. SHALL NOTIFY THE OWNER / FT. MYERS, FL. 33966 ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. 4, G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK ALL 13, NO CONDUIT, SPRINKLER, DUCTWORK, HIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN THE PROCEDURES (E.G. SCHEDULING OF ACTIVITIES, SHUTDOWNS ETC.) AND LOCATION OF DUMPSTER SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR ELSE FOR DISPOSAL OF ALL REMOVED ITEMS. DEMOLISHED AND REMOVED. ARCHITECT / ENGINEER: 5. G.G. IS REQUIRED TO CHECK IN WITH THE LANDLORD'S ON SITE PROPERTY MANAGER PRIOR TO THE 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, HIRES, OR CABLES, IF THE START ON TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION MEETING IS ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. Y a oo HELD. L Y Y 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS, g g t L 6. ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL L1111) ef) to FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) HILL BE REPAIRED PER MALL SPECIFICATIONS, AT 16. AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT WITH WHITE HOUSE I BLACK MARKET 2 r m m G.C.'S EXPENSE. PROJECT MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION. E N 3n V2 w o 3 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING0 "' up .� 3 ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. `n a � "1,-• o 8. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. E ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. H 9. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE ti) REMOVED BY G.C. AT G.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL o WORK WITH MALL OPERATIONS DIRECTOR. 2 coI O W _5, c (13 U NOT USED MI DEMOLITION I LEASE PLAN NOTES D CC2 6Lf) d- i U 4 ':11-331-4" f '-3 1/811 `, 50'-0 3/8" - co ALL LIGHTING, SOFFITS AND HVAC LL TO LL LL TO LL LL TO LL a o EQUIPMENT SHOWN DASHED TO BE REMOVED Q 1up PRIOR TO DEMOLITION G.C. TO CAREFULLY UO E COORDINATE ITEMS THAT ARE TO BE IADJACENT TENANT! � � � -(E) FITTING ROOM N.I-C- GURTAINS HARDWARE (E) LIGHTING TO BE RETAINED, RELOCATED OR REMOVED AND CJ DISCARDED WITH MECHANICAL, ELECTRICAL, TO BE REMOVED (TYP.) REMOVED (SHOWN DASHED) E § ,r, AND PLUMBING DRAWINGS. -(E) FITTING ROOM SCONCE (E) CROWN MOLDING -(E) SPRINKLER HEAD TO TO REMAIN (TYP.) Cn TO BE REMOVED (TYP.) \ REMAIN (TYP.) 0/ `° MULTIPLE ILES NDICATE ROOF/PIPETLEAK (ABOVE ACT EVIDENCE EIL NG. G.C. TO �� / I�rE - - -1 -1 �� \ / - - - - 1; I — — - - — 34.71 ES NO INVESTIGATE AND DETERMINE SOURCE AND % ` EXTENT OF LEAK. G.G. TO COORDINATE -- _ THESEHEA SFORANYPRCHITECT/ JE TOTHE THAN REPAIR OR LEAK W/ GHIGOS FAS- PROJECT T \� I I I THESE RESPONSIBILITY FOR AUTHORIZED BY THEM OTHER SIGNED j '. ::::::::::===::::=:::::::::::::=::::::::::,-, I I I AND SEALED FOR SUCCSPEC FIC LOCATION IN THE MANAGER AND LANDLORD PRIOR TO --- - I IL ° ' STATE,PROVINCE OR TERRITORY SHONM ON THE INSTALLATION OF NEW CEILING TILE. 1 r L\-;( ) �(F) I f I1 _.._.._- SEAL THIS BUILDING USE IS ONLY APPLICABLE IN L I LI - .� i ! 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(~J I ) w i- f III �L (E) EXIT SIGN ENTRY Li , , �-.,„; U(7.) 1 I .,_'(E) E) (D); LIGHTING TO BE REMOVED to •Tt_i _. 4 _.. �u) (gar-/N�) I I o I 1 �} � 1 I SHOPPER TRAK TO BE U • / f I� j I t (E) ( } > I H E1 r-' :._ _: REMOVED * SALVAGED Z O y I RELOCATION - REFER (E) STROBE TO - I _ ,J /'=` FOR V iI I` 11 TO A3.1 J REMAIN (TYP.; �A '- I , ,E)� ' y{ ? ' ,°=. z 4 - — I :-•,• , , 1 _ (E) ACCESS PANEL TO r .INDICATES NO REVISION TO THIS SHEET i q -5T30/4R" 5 3/4 A.F.F. /T ! �•, - - �� - i I GYP. BD. GLC. • % .: I REMAIN (TYP.) 1 HIli- I'�` .. >3-- 1 I I — K_____.35.7 � DRAWN BY: JMS �r (E) RESTROOM LIGHT I I TO REMAIN U m TO REMAIN I I �o° B'-0' A.F.F. _ w El-I 1 I III CHECKED BY: RHW/ELM 7_Li GYP. BD. GLC. LII '' I h I (E) SPIDER TRACK SYSTEM TO BE TO REMAIN III REMOVED (TYP.) i (E) TO ( r`1 I� , , gED ARL. REMAIN EXHAUST I (E) RECESSED LIGHTING LcJI !Il TO REMAIN (TYP.) 11) �� -...-._ MI ' , I I 13'-0 1/4" A.F.F. QC ,�7 ' (M 1 III GYP. BD. CLC. G M5 .:7:1 i ,Lr 1 I • I 11 I TO BE REMOVED • AL 69 • I0'-6" A.F.F. ITITI i ! I I - I I (E) SUPPLY DIFFUSER TO /t • I / ". ' `.. • 111 REMAIN (TYP ) 2x4 ACT `' LIJ I ) TO REMAIN 1 € E) •I 1 11 �� 0�� I ` (E) SPRINKLER HEAD TO I r �`� - REMAIN (TYP.) ' ; Y�(E' CE'L , : I LTJ 1 (E) STRIP LIGHTING TO I 11 REMAIN (TYP.) II • l q'-11 7/8" A.F.F. 1 -1 r 1 1 L I SOFFIT (`! , L J ~/L 1_1_1 A . i. I J ? 1(DiS I I II TO REMAIN I I m (D)so _ ` L I L I L BE REWORKED 4/19/2017 I r- k ■ ----=-1 �� 1 I ( ) DRAWING TITLE: _ _ - REFLECTED - - - - - - - - - - - - - - CEILING IEXTENSIVE HATER EXTENSIVE WATER (E) SECURITY DOME -(E) SPEAKER TO -(E) SECURITY DOME TO — DAMAGE THIS PORTION OF DAMAGE THIS PORTION OF TO BE REMOVED * REMAIN (TYP.) BE REMOVED 4 SALVAGED DEMOLITION 1 CEILING - G.G. TO VERIFY CEILING - G.G. TO VERIFY SALVAGED FOR FOR RELOCATION - REFER LEASE PLAN SOURCE $ COORDINATE SOURCE 4 COORDINATE RELOCATION - TO A3.I I WITH OWNER'S PM WITH OWNER'S PM REFER TO A3.1 I IADJACENT TENANTI I N.I.G. DATE ISSUED: 12/21 /2016 . 30'-0" '7 30'-0" , 3{-0" PROJECT NCO: �} 8'-0 3/4" I< '.3'-7 1/2" NORTH 1 VO�L� CORRIDOR UV LL LEAsE Li • DRAWING NO: 0 0 0 „ AD . 2 REFLECTED CEILING DEMOLITION / LEASE PLAN 1/4" _ 11-°II A I. TENANT'S G.C. SHALL FIELD VERIFY THE OVERALL SPACE DIMENSIONS, TENANT SEPARATION OWNER: WALL LOCATIONS, STOREFRONT/NEUTRAL PIER LOCATIONS AND ANY OTHER ITEMS INDICATED , ON THIS SHEET DURING THE FIRST WEEK ON SITE, TENANT'S G.G. WILL INDICATE ANY DISCREPANCY BY CORRECTING THE DIMENSION ON THIS SHEET AND RETURNING TO THE chic ° PROJECT MANAGER. ANY DIMENSION NOT CORRECTED WILL BE ASSUMED BY THE G.G. 2. TENANT'S G.C. SHALL FIELD VERIFY LOCATION AND SIZE OF EXISTING STRUCTURAL COLUMNS 11215 METRO PARKWAY AND REPORT DISCREPANCIES FROM THE PLAN TO PROJECT MANAGER FOR CLARIFICATION FT. MYERS, FL. 33966 BEFORE PROCEEDING. 3. TENANT'S G.G. SHALL FIELD VERIFY FLOOR CONDITIONS AND REPORT FLOOR. ELEVATION DISCREPANCIES TO PROJECT MANAGER FOR CLARIFICATION. ARCHITECT 1 ENGINEER: 4. TENANT'S G.G. SHALL FIELD VERIFY CEILING HEIGHTS, HEIGHTS TO THE BOTTOM OF STRUCTURES, AND TO THE UNDERSIDE OF DECKING AND REPORT ANY DISCREPANCIES TO PROJECT MANAGER FOR CLARIFICATION. ' ' $ U U Y 5. TENANT'S G.G. SHALL FIELD VERIFY LOCATIONS AND EXISTING HEIGHTS OF EXISTING .c § MECHANICAL SYSTEMS WITHIN THE SPACE AND REPORT DISCREPANCIES TO PROJECT U " „ E E MANAGER FOR CLARIFICATION. 0 m �' N N 6. TENANT'S G.C. TO VERIFY ALL EXISTING PENETRATIONS IN SLAB AND REPORT . DISCREPANCIES TO PROJECT MANAGER FOR CLARIFICATION. vim a 7, `° o ti) 2 L.0 co .,..O W _c c co OC ci NOT USED RI LEASE VERIFICATION PLAN NOTES N 0Lo I Uu. ai :E w V) o Q CC U) 'ADJACENT TENANT' a U cin O cUuLo (N.I.C.) (i O M) I 0 E § ;?-.) T...r , - I - -¶ 1 r , H•_ 34.7 I -- i _ 3 l_ �-- 02017 THE ARCHITECT 1 ENGINEER ASSUMES NO ___ RESPONSIBILITY OR LIABILITY FOR THE USB OF THESE PLANS FOR ANY PROJECT OTHER THAN 11SPECIFICALLY AUTHORIZED BY THEM AND SIGNED \1H AND SEALED FOR SUCH SPECIFIC LOCATION IN THE I{ STATE,PROVINCE OR TERRITORY SHOWN ON THE I I — — i IE BUILDING USE I UCABLE IN AREAS MEETING T ESTA ED DESIONLY GNCR CRITERIA. I.•' o,, 1 I II II I I I L E WHITE BLACK HOUSE MARKET — — STORE NO: - ` I 3219 I / \ PROJECT LOCATION: / \ WASHINGTON SQUARE 9336 SW WASHINGTON 7 \ SQUARE ROAD T _ _ I I SPACE #: W13 1 I I — TIGARD, OR 97223 1 I I I — B.O. JOISTS ' DESIGN TYPE: I REMODEL /1 II — I I ct oA I REVISIONS: R I I I I �� \ I REQUIRED BY: DATE V / / V \ / — JMS - CLIENT AND W N'' \ 111 LANDLORD COMMENTS 02107!2016 fY j I I I — `- I I �_._� § '1 © CLIENT COMMENTS 04/17/2017 N I Z l I II ll l I n n /•' / -I 4 F E I tri O .INDICATES NO REVISION TO THIS SHEET s.11 - I - _— -1 ---) - - i i - - - - - - - - - 410 DRAWN BY: JMS CHECKED BY:APS i I II i • / \ - I `1 1 rA I 1 — B.O. DECK _ kie na , _____� GERALD S.S4i4tEMSH • OF OW — I 4/19/2017 / I DRAWING TITLE: • I - I ,_,.J LEASE - - — _ - - - - - - - - - - — _ ` — �' — - - - - VERIFICATION PLAN I I II I , I I I , DATE ISSUED: 12/2112016 IADJACENT TENANT' I I (N.I.C.) I PROJECT NO: NORTH 160529 DRAWING NO: 0 CI fa AD . 3 II I H l / ` LEASE VERIFICATION PLAN '14 _ 1 -° !{1 A OWNER: ELEVATION SHOWN IS A REPRESENTATION OF INTENT. ELEVATION SHOWN IS A REPRESENTATION OF INTENT. I lO'� ACTUAL GRAPI-IIC ARTWORK IS TO BE SUBMITTED TO ACTUAL GRAPHIC ARTWORK IS TO BE SUBMITTED TO LANDLORD FOR REVIEW BY THE WI-LITE HOUSE BLACK LANDLORD FOR REVIEW BY THE WHITE HOUSE BLACK MARKET MARKETING DEPARTMENT FOR APPROVAL MARKET MARKETING DEPARTMENT FOR APPROVAL PRIOR TO PRODUCTION AND INSTALLATION. PRIOR TO PRODUCTION AND INSTALLATION. 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT/ ENGINEER: HH `i •Q � U � „ E E GRAPHICS — COORDINATE — BOSTON BARRICADE MODULAR E 1 w N WITH MALL OPS. PRIOR SYSTEM PER MALL �' o -41 TURN IN, TO INSTALLING (TYP.) REQUIREMENTS P-2B I-w TURN IN 0 `- BARRICADE -vw� BARRICADE a V ) I6'-2" A.F.F. o I I .-..;;_ I I I I T.O. BARRICADE I f . l . r 1 I I ! 1 I I l j . 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VINNIPIPIPIPIPMPOPI9 FINISH FLOOR ©2017THE ARCHITECT IENGINEER ASSUMES NO - BANNER GRAPHIC - BANNER GRAPHIC A THEFICALLRESPONSIBLITYORLIZEDBYNS FOR ANY ECTABILITY T EUSEOF 1 A HER THAN SPECIFICASE LLY AUTHORIZED BY THEMTAND SIGNED G.G. TO INSTALL WHITE PAPER OR PR. 3'-0" x 6`^8" DOORS 7 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE BASE PER BOSTON BLACK PLASTIC ON BACKSIDE OF BY BOSTON BARRICADE BARRICADE STATE,PROVINCE OR TERRITORY SHOWN ON THESEALTHISBUILDINGUSEISONLYAPPUCABLEIN STOREFRONT BEHIND WINDOWS, DOORS, AREAS MEETING THE STATED DESIGN CRiTERiA. AND BANNER GRAPHICS. (TYPICAL) WHITE BLACK 3'-11 3/4' 47'- 1/2" 4'-0" HOUSE MARKET (UNFOLDED)" - "(UNFOLDED)` STORE NO: 3219 PROJECT LOCATION: WASHINGTON SQUARE 9336 SW WASHINGTON SQUARE ROAD SPACE #: W13 TIGARD, OR 97223 STOREFRONT ELEVATION WITH BANNER GRAPHICS 11411 - 1' -0l' L BARRICADE ELEVATION 1/4" = 1'-0" C I DESIGN TYPE: REMODEL REVISIONS: REQUIRED BY: DATE ACLIENT AND LANDLORD COMMENTS 02/07/2016 C2s/IN:L w CLIENT COMMENTS 04117/2017 •INDICATES NO REVISION TO THIS SHEET i TENANT SEPARATION TENANT SEPARATIONWALL AS SCHEDULEDWALL AS SCHEDULED DRAWN BY: JMS CHECKED BY: RHW/ELN 1 — r V V V V V v v V V Y V ,t, V 'V V V V V V V V V V V V VV V V V V V' V V V V V V V V V V V V V V '',/ V Y V V V V V V A2 2 . r_ , el y " g GERALD S.SHREM /i/.'///i/ i O /i/.'/,/i/,'(,/%/!/,/i/.'///i' .'/,///.'// — — NOT USED 0 1 NOT USED 1 LEASE LINE — NEW ENTRY LOCATION � `r O�0��0 I. 71111/.11' < I.\L_ .1.7.›11H1/.1"..-- EX.;;.77.:13,/,E E. f.LC1\`L�ISGI17Z., LlJ/,TiJII /JIG II lf.*'\TI/1I STGJ'!' 79F.1 :T' I!' D'7.7.:11/'1!': ' "TI I I I.'I Ic' \TIOPI. PRII! T/ BARRICADE DOORS TO BE - G.C. TO PROTECT EXISTING MALL 11NT .:7 1 I(I JZ. CENTERED ON NEW ENTRY FLOORING BY LAYING DOWN DOOR LOCATION CARPET BEHIND THE BARRICADE 2. G.G. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON TO PREVENT DAMAGE DURING BARRICADE CAN OCCUR. CONSTRUCTION Z. /./, .:X,\SIk 1.711.1.-77.1/17 , r:(.) /.3 IU!I3/rD3. I11rT//:_ vIca 7[II 4/19/2017 :-../-.://.1 T.: I TALL DULIEINIC.-\: V 1,E,\T■ 1111 T 77,..7.t7 -7;1 1:1713.1. Z/.7 .I:./r:I ,wtz �.. 7'-10 1/2" 6'-0" 3__3_'-__8 1/4" /,DCCUArTEL':' 71P7'!'idr :'/b" DR''I7 V TI .".//_; Wl'1. '1 L"r='l✓/_ • I' - DRAWING TITLE: :TAd4k77." ,'1. M:`T DC :Ttifl'"i1.",1k.:-\' /VII. 471-6 I/2° 4. PAINT PER DETAILS. REFER TO SHEET G1.3 FOR FINISH SCHEDULE. BARRICADE 5. BARRICADE IS TO BE 100% COMPLETE AND READY FOR GRAPHICS TO BE INSTALLED NOT PLAN AND MORE THAN TWO DAYS AFTER CONSTRUCTION START. G.G. TO CONTACT OWNERS 0 DETAILS REPRESENTATIVE UPON COMPLETION TO COORDINATE GRAPHICS INSTALLATION. 6. G.G. IS RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. Mr 7. REMOVE BARRICADE WHEN 100% OF STOREFRONT IS COMPLETE ON THE EVENING BEFORE DATE ISSUED: G.C.'S PUNCHLIST IS COMPLETED, PRIOR TO OWNER VERIFICATION, AND AFTER LANDLORD APPROVAL IS RECEIVED. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND 12/21 /2016 REMOVING BARRICADE. ON INTERIOR SIDE (STORE SIDE), PAPER WINDOWS WITH WHITE CONSTRUCTION PAPER OVER GLAZING ONLY. TRIM 1/2" OFF EDGES AND TAPE • CONTINUOUSLY AROUND PERIMETER WITH WHITE TAPE. G.G. IS TO RESTORE NEUTRAL PROJECT NO: PIER(S), MALL FLOORING AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. REFER TO DETAIL L/A1.1 160529 8. BARRICADE CONSTRUCTION SHALL NOT BE USED FOR STORAGE OR SUPPORT OF ANY MATERIALS. DO NOT LEAN ANY ITEMS AGAINST BARRICADE WALLS. DRAWING NO: 1 A1 . 1 NOT USED N BARRICADE NOTES (INTERIOR) J BARRICADE PLAN 11/411 _ 11-0"" Al 1 • X INDICATES WALL TYPE I REFER TO F/A11.2 FOR STUD SIZE MATRIX I # DESCRIPTION # DESCRIPTION OWNER: 1 LEASE LINE 18 LI„\IT-J/,U+1C I ILriiLCK X11: L JJTUI./.L ./JrPf'l1f:Y. w. .. Ti ,J.I.: IJ „/,. TI\,:I. EXISTING TENANT SEPARATION WALL TO REMAIN: G.G. TO PATCH AND 6 ( 6*1c2 I) "!!fl r 'g" ` I 1) chico/s 19F4■�C\ti►,-! 71'.:717-1.:.7?YI 2 1 .420.6.)--�C C, . 11CT �. 71 r , ', + 2 STOREFRONT SYSTEM - REFER TO STOREFRONT SHEETS &�-wor-r:n ':C21s+Ai r G'/`/C�.. a 0. REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING (1-HR) - C ,, 17 r _ _ _: "'4$Bi'., T --!►,1 TO1 OF FINIS '�ti�'\'1 I C GCILIIJG ACO\'C CR G.G. TO REPLACE AREAS OF EXISTING GYP. BD. WITH NEW 5/8' TYPE -" - - 'YJ Il' ✓' na.r.F. DCI 17/,V Vr.II IlE'I"l11€ F1;.::f J'r',;l l \I tIG ,!;��"16:- JX I;,, .'...., .leF'PtI.:nl":=.LC I I 'X' GYP. BD. IF EXPOSED IN FINISH PROJECT (SALES FLOOR ONLY) - 51M. `/ '''.I .I . 3 G.G. TO PRESERVE AND PROTECT EXISTING LANDLORD AND ADJACENT TENANT CONSTRUCTION, 20 MOBILE "MANGER TIGHT" G.C. TO FIRE SAFE ALL VOIDS, FIRE TAPE AND CAULK AS REQUIRED. REPAIR AS NEEDED, AND FINISH TO 'LIKE NEW CONDITIONS PER MALL FINISHES 11215 METRO PARKWAY NOTE: IF TENANT SEPARATION WALLS STOP SHORT OF DECK ABOVE O 21 RELOCATED BOTTLED WATER DISPENSER FT. MYERS, FL. 33966 G.C. TO INSTALL WELDED WIRE MESH FROM INSIDE TENANT N PARTIAL HEIGHT PARTITION: 3 5/8" X 20 GA. METAL STUDS AT Ib" D.G. - 4 EXISTING MALL COLUMN TO REMAIN. G.G. TO PROTECT DURING CONSTRUCTION AND MAINTAIN ANY �� RATING 22 EXISTING REFRIGERATOR AND MICROWAVE SEPARATION WALL TO DECK ABOVE. G.C. TO ENSURE WELDED WIRE G.C. TO INSTALL 5/8 GYP. BD. BOTH SIDES AND TOP OF WALL, TOP OF ................ All.l CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW :: -, 0 MESH IS SECURELY ATTACHED HALL AT c9'-0" A.F.F. 5 FINISHED FLOORING. G.G. TO PERFORM MOISTURE BARRIER TEST BEFORE INSTALLING ANY -' --�-_ETftl DD,�RD d \!.: , If.� L�G-DII L'� I II`.I ;TORO M,'(/..\Q■f; EXISTING PARTITION TO REMAIN. G.G. TO PATCH AND REPAIR AS 8 FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEST PROCEDURES 24 RELOCATED (2) TOWERS OF EMPLOYEE LOCKERS ARCHITECT 1 ENGINEER: REQUIRED. FURRING PARTITION: 1 5/8" X 20 GA. METAL STUDS AT 16" O.G. G.C. TO b EXISTING / RELOCATED PORTABLE FIRE EXTINGUISHER 25 ALIGN WALLS �' 0 0 0 V7/� {�� F INSTALL 5/8" GYP. SD. ON EXPOSED SIDE TO 6" ABOVE CEILING. ANCHOR 1 - " " " I „ " _ I All_1 / 2x2 x48 METAL CORNER GUARDS MOUNTED AT TOP OF BASE- NDN SALES AREA 16 GA. L SALES AREA PARTITION: 3-5/8 X 20 GA. METAL STUDS AT 16 D.G. STUDS TO EXISTING WALL AT MIDHEIGHT (FOR LATERAL BRACING} TOP AND 2b GALVANIZED, C INSTALL 5/8" TYPE 'X' GYP. BD. ON ONE OR BOTH SIDES TO 6" ABOVE ' 7 NEW ACCESSIBLE 2-REGISTER GASHWRAP - REFER TO SHEET Aq.4 FASTEN WITH SILICONE, CAULK AT EXPOSED EDGES- REFER TO G/A14.1 . . o a riiiiii,�iiiiii� BOTTOM. �__... AII.I GYP. BD. CEILING ABOVE AS NECESSARY - PROVIDE F.R.T. BLOCKING AS O .F;' \"tiI� /'. T" P'fi"\+6tiE-1"';I !!1"/T."/,_.I_ �l C.'g`pq�rF,'/.. 8 NEW BAGKWRAP - REFER TO SHEET Aq.S 27 " U Y Y y y /D 20 CA. MCT.'/ , L\ F6r 1 J, I /. I I I Ir ITl r ,e T� r r ,n 11 / EXISTING DOOR BUZZER 2 REQUIRED. - = 2 " r l 7 r J µ,J +` q EXISTING ELECTRICAL EQUIPMENT 28/1 NEW PROCESSING AREA - PROVIDED BY OWNER, INSTALLED BY G.G. B �/% I IC%'I IT : , ,: ,. IT17{I Y^ , All.l GTUCG p.T 1(J IC\._. I If"' I 1) LAYCfl _. _ Tvrt C \� / ' I I o 45 All I 1 J{llr7,�`C t� '-:-_,,:ii \^ /C I!I;T/rt�L ,/9 TYi,)< )f' _, /, . SC. I '7;2‘21 C r ( C) 10 3'-b" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS /� 0 E1 /,EOVC GCILlfJu �I l ;,�LCS SIDC *NO 7ft LLJII. ,\..J','"C--6W I V/!I S,k-wG l:C: 2q EXISTING FIXED SHELVING uu) ren '= 3 11 DRAWING TUBE - SEE G/A14.1 30A NEW MANAGER'S DESK - PROVIDED BY OWNER, INSTALLED BY G.G. 4 INFILL: 3 5/8", 15/6" FLANGE METAL STUDS AT 16" O.G. TO UNDERSIDE '9 o I OF EXISTING OPENING - INSTALL 5/8" TYPE 'X' GYP. BD. FLUSH WITH p !ICI I : : I'll 7.,"�TCD I Lel C _/1" -.1ETAL GTUCG AT 11" 1\f. L7V 1,. 91_x._1 31 EXISTING MOBILE SHELVING TRACK TO BE CLEANED 4GREASED I c7 E 1 � 1 �Y, 12 EXISTING DIAGONAL BRACING ABOVE � � SURROUNDING FINISH ON BOTH SIDES ) II=. Y= " �Fi1' tL. ;1) ice','/="1 :/:" T7""= 'X' ‘77-e10.1191349/1'1.= 71 32 1 NEW CURTAIN ROD. REFER TO N/A10.I A11.1 -117,,,,,7 IT T-,,, r,r7,,. CP.. ,,,�,,,/c) 13 EXISTING PLUMBING FIXTURES - G.G. TO CLEAN TO 'LIKE NEW' CONDITION 33 G.C. TO INSTALL- FULL I-IEIG1T PEG BOARDS ON THIS SIDE OF MOBILE SHELVING tdr) L. \' O.RTITICI I ,. �.'1" % /\. MET,'/..- :11.i.--9/ .4� F�" /.2. T= }i L I" 341111M�/.JI/,L /,/,,,7 FLISr. MF►'I I , ■11 E■F.V10E ;IFI( RErC' It ►-,.'9BX Iq 3I i '.3 _ ' f' - 'T ' .T .. J r W fll, n I I wAl JTI Ir,r �CAII 111T1 n 1 I( wRl 1 tn� w r 1111IIlF -\1'77/'1711-- \ I"`,Tl-ORM /U30�'C fN:T4LL C/o" �'t"= 'IV' ?I'/' RC 71R�� i I EXTERIOR STOREFRONT CONSTRUCTION: REFER TO STOREFRONT SHEETS FOR 14 T T Jl. _ 2 A1L4 : ' ,- - - 1.... J ,3,\J1_14. AT r1G'.111 111 .:,I 111 Je;I. au r,-oJti "Jr.II I,k�CI. 714.17 GC.I�;T;.1;l _`1 I I II\'-,�€ ,I 2 IG.J. 0 0, '11710`7 J:.0 I�ATCR RCSISTANT GYP'. ❑I. /I I �, "'/. .\' _I� -- 34 _, i ,ct ........... L--7.31.19 E \ 1.. !:, r, ■T. . I '1--R,,VC\I ■IM. C Sc .;\7. :D :-CTIT //.1 1/456.\91411 I P/./7 TJ ,\.J4II I %,�►'?4B+hFG -,\:-1YIl1N. L", 11 ..,�ML`Y/-,L .,l"►\:2 .\, 11" J..:. T.. ►'II/ _ f. � �I ADDITIONAL INFORMATION. ( ) p 0 0 / 7r r LATrORM INSTALL '~.'\" CT'C '11' _7'". C.. . :"\13171V3I 7:11•/. 17- I 11DI -7 _.'Pl•. ■I. :::1%11:::, !IF .11111'It\'C "►,kTFfiRf; TC IC' 3 lr. I7 I I9T -I::. a.J. YJ II ILY/,LL I I III Y.."•ILC F' T.J 6I IJ - - 36 NEW 1"x2" CORNER TRIM WITH MITERED EDGES. TYPICAL ALL (4) CORNERS - REFER TO G/Aq.2 ? LLI c _ ►\C .4ATCR RCCICTa.H . _ -. ■C. _�C\./ =\'I 17 PLATFORM ADOVC `.:.I LEI -.1IM !'LSD!, -J I :.1\I I.I Q • CCLi PARTITION LEGEND M CONSTRUCTION PLAN CODED NOTES ( # ) Dc Lo . L. I � . L 3'-4" q'-3 1/8" 50'-0 3/8" ALL FIXTURES IN SALES AREA ARE PROVIDED BY LL TO LL ' LL TO LL ' LL TO LL e FIXTURE CONTRACTOR AND INSTALLED BY G.G. ti) i..). -ci - COORDINATE FINAL FLOOR FIXTURE LAYOUT WITH IADJACENT TENANTIcn P.M. N.I.G. A �O E v EQ. EQ. I II 1 11 I II 12"MIN. I II 12"MIN. , II EQ. , II " u) U in NOTE: 31-5 3/8 , 3'-6" 3'-q 5/8 121-0" 61-0" 10,-0" 16"± . E G.G. TO FIELD VERIFY ALL DIMENSIONS AND SITE ' EXIST. EXIST. EXIST. / ' ,' PANELS / /(• PANELS PANELS 6 CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 4 0 " a o �t r TENANT SEPARATION WALLS ARE NOT STRUCTURAL: _- __ -- TTYP. - i -- - - © ( (1fA ~ } G.G. TO PROVIDE ALL ADDITIONAL IN-WALL BLOCKING - - - -- - - •- - - , �� - ( 1 , { , 34 7/ OR SUPPORT AS REQUIRED. ` I1 I� ' I I ,I 1 _ I I I (� O V I V I 02017 THE ARCHITECT!ENGINEER ASSUMES NO I ". Ji r O' V V O V v I I / I RESPONSIBILITY OR LIABILITY FOR THE USE OF (�} / THESE PLANS FOR ANY PROJECT OTHER THAN U. SPECIFICALLY AUTHORIZED BY THEM AND SIGNED p 1 MENS I ON NOTE I I 1 �r I O " AND SEALED FOR SUCH SPECIFIC LOCATION IN THE ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH (11 FR FR I I- 1 I OO SEAL THIS STATE,PROVINCE OR TERRITORY SHOWN ON THE GYP. BD. OR THE FACE OF BLOCKING REQUIRED FOR I I I I ` - - -. - - - - I V"� AREASMEETINGT ESTATEDDESIGNCRTERIANG USE IS ONLY APPUCABLE N FIXTURE INSTALLATION. U.N.O. v II I 1 I O N A + __ �� - (I) Aq.1 Aq.1 N *1 WHITE BLACK 01 z TT?. o� � HOUSE MARKET o f ® A p �a- / Boa - O0 m'• SIM.A10.l I O ,..--%, I STORE NO: 2s I3219 I 0 I PROJECT LOCATION: �'`� © - 4 : '� ( 1 ) WASHINGTON SQUARE 0 0 111 --1--- l/ .... „../..,,,,,,:•." 9336 SW WASHINGTON Q I SQUARE ROAD TYP. - I FITTING RM LOUNGE I I - - ( 5 o SPACE #: W13 ( 1 ) _. INR.bEsil I -.+1 ( 2 ) TIGARD, OR 97223 0 N � o DESIGN TYPE: 60 ® o ' 30 FR o m `o REMODEL ( q ) 26 _ . v s ( it ) D I HALLWAY I _ ..I'• ' O I FITTING RM5 A8.1 REVISIONS: yF.,'ii,:'ii,/� -H TYP. OF 6 REQUIRED BY: i co A -0'/�'/ii'iij m SLIM. - J� JMS S;',41;-/0�,o�;, FR I J --- •kt r DATE s CLIENT AND i/v i r % �y 1. II - Z LANDLORD COMMENTS 02/07/2016 1,,i,,,/,� f� 0' ff1 �r l "" / ®-ice` Vq /411 DI I I ua A LW - •; N '' J -_ / I I / OC Lii a 1 107 • ��\IL102 - -"'---,, -�' 7'-3 i/14"± ��, .1 J j Z O CLIENT COMMENTS 04!17!2017 In g I 1 26 L -- - IILI --1 N -11 - I ,, 3 0 so I SALES I 1 I z u + O f3 ALIL 1 1 I ALCOVE I �A9.2 !, I E © ' `� 0 . ILII 11 ' ( 5 ) I \ `ACG FR i' I I Aq.2 I Q V I I l I �, _-- n I _ Q •. I � ilw Q,C ( 27 i _I- L J _ J 1 ' - 1 , - -.-, V I Imo( e ) '' �( T > tn t I ',,.\ ■ I ( 13 ) 22 ) X� O © -INDICATES NO REVISION TO THIS SHEET 1 c0 \� ti I o z 1^ w 40 _ II I H 0 - - \ DRAWN BY: JMS fn _ CHECKED BY: RHW/ELM 1 ( t 1(E) TOILET ROdlI "I �� lug 28 ) J I `S 4 m �--I r -J I I X OQ ( 12 A. I �, � x I I siik9 ARCS ..tom { 13 � ///` i 0 lOf f� ,� I � C,. --- ----�� DVc ) INDN-SALESI �- a _ +n _� • o-1 GERALD S.SHREMSH'y' A 0 ® N Q 769 /� 20 'J a_ ofir A13.I SIM. ® • _,h A I _I O O06C1 �. .__ 3 . - ._. 4 Aq.l I %'X6 ( j 8X36";1~ 48'X is' ;�)4&"X36" E) :SI`?'3fa"(!=}48"X36''` TYP. , -, -.5,1' i ,c',I OM ‘ TYP. 'N't 1'i In,`'�' Aq.l Aq.l �1 u S • ® I C3 - TYP. i I ti (E)365(36" (,_)3 X•36 z E)36:Xao ;E) . E)3.a X.• 36 ; . • J - SYMBOL DESCRIPTION SYP'ISOL DESCRIPTION # DESCRIPTION I. ENTIRE SALES / NON-SALES FLOOR AREA TO BE FULLY SPRINKLERED IN COMPLIANCE WITH ALL CODE OWNER: SPIDER HANGING TRACK SYSTEM - REFER TO DETAIL L/A8.3 (SIM.) FOR BLKG MET/-!OD - G.G. TO REQUIREMENTS - REFER TO M.E.P. DRAWINGS '� 7;1\://: 11-/,D • 11 ` L'.:.:. i��►\/TGC Cv\17 L'/..."\,,'I I '/P71 11�/�T�'".1' 8�:%!\ RSG 6,17 1 GUT IN FIELD AS REQUIRED � Ex-I 2, G.G. MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, ELECTRICAL, 4 PLUMBING SYSTEMS, INCLUDING c h I c o s YIT-.'llt �717:21 I ® CEILING MOUNTED EXIT SIGN WIT+/ BATTERY BACKUP- EDGE LIT (WI-LITE EXTRUSION) 2 G.G. TO INSTALL OUTLET BETWEEN SPIDER TRACK GLEANOUTS VALVES DAMPERS, "J" BOXES, SMOKE DETECTORS ETC. G.G. TO SUPPLY INSTALL ACCESS 1 I� OFF FROM FACE OF WALL PANELS FLUSH WIT.4 ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING TO ALL EQUIPMENT LOCATED EX 2 3 HOLD END OF SPIDER TRACK 4 O LED DOWNLIGHTABOVE THE CEILING. IF G.G. IS DIRECTED BY THE LANDLORD AND/OR INSPECTOR TO PROVIDE ACCESS PANELS 11215 METRO PARKWAY ® CEILING MOUNTED DIRECTIONAL EXIT SIGN WITH BATTERY BACKUP- EDGE LIT R-1I :_II IN .7F 1-,.../.2_ _AAI I Il[{A .\D,:\"= AT LOCATIONS THAT ARE NOT SPECIFIED ON THE PLANS THE G.C. MUST CONTACT CONSTRUCTION MANAGER R-2* (WHITE EXTRUSION) PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY WORK DONE PRIOR TO CONTACTING THE CONSTRUCTION FT. MYERS, FL. 33966 I Fn r-FML-1,FrFSc,Fn '7 1 AMP (AL) II IST,ARI P) �� 5 CENTERLINE OF ENTRY DOORS, EXIT SIGN AND PORTAL ENTRY LIGHTS AG IS THE SOLE RESPONSIBILITY OF THE G.G. AND ALL COST RELATED TO RELOCATING THESE ITEMS A �+ 1 Ul11 IE'IC� _ LI_.II ...I.:,II R-3 F "L1'L:.',-'1 GI I) b EXISTING ACCESS PANEL SECOND TIME, AFTER CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH APPROPRIATE PARTIES, WILL BE LED, SEMI-RECESSED 3 LAMP (ADJUSTABLE) �I`�4 /SACK CHARGED TO THE G.C. ® I JZI4n IJ 110UIITCD „CT U ,I I I 11Tl I �.k --ire r �,•I�I�.Ir eoa0 �I�- a�I ,G 1 '1�I 11-1-/l ll^_1' _I21 IT FIXTi1 ARCHITECT/ ENGINEER: R-4 i LA-0 -177*'II:4I) 3. ALL CEILING HTS. ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING - TYP. U.N.O. LED, SEMI-RECESSED 4 LAMP (ADJUSTABLE) 1.4 111- -11(7►\- L••T• • A/'�C ALJ/TIC rCll-1A Ir M P' I I4. ALL COPICCAh ' CT' IIJ3 I B- FI. D 1 IIT/ 11 a I E S EXISTING RECESSED CEILING MOUNTED SOUND SPEAKERS A A �-. r _ _ . m t o 0 ( O(E) —i -.G. _1C#IT FIXTURE': TO DC �1. ' S LT-- /r I�' t" ,\.I.,r. i��TGf IAL5 I O ECCE IG -- - - - - - _ T1 Ikl 1LYJ FT r u q ►� "1111/ RLGGG7L- Cit�11I_V[I IT -' as - r L Y -„". EXISTING (E) / RELOCATED (R) / NEN WI-FI - LOCATION IS TO BE CENTERED ON(X AND ALIGNED WITH LIGHTS I/ I I /•I 5. DO NOT PAINT SPEAKER COVERS, LIGHT COVES OR TRIM PIECES U .' N N n"i 11T i"I ITC- A MII.II --- ---- ACI'rT r' '''.I If►'`Il�Cdl •��a+-iiar`�I'.171 I .,rll,ITrc) Pa1FGT' �/_ CCT, r442^ RELOCATED SHOPPER TRAKL)//\\ I, ��. T.^ CE. . . t : ,�."' �r b- ALL LIGHT TRIM IS TO BE STRAIGHT THROUGHOUT THE STORE, RUNNING PARALLEL TO ONE ANOTHER t t ,- ��vie PD-2 () r , r^ 7. MINIMUM DIMENSION BETWEEN LIGHTING AND CEILING MOLDING SHALL BE b" m m o 0 EXISTING (E) / RELOCATED (R) SECURITY DOME I2 VI: :�G11_, //Y_•CCC P.'I IEli7, 2r_",I'rlv� /r7 7 2'3F4I'%/'/__, _ ._._ ►'T:/. 1:::11:: _,ti .TP' !!1 T' !1► e_."rl'. 0 u5 .c GO _ ❑ (R) (X) SD n IC%II 11 7 LI T: -■ ._ 7!I/181 IA -_,411\ o R RELOCATED SEMI RECESSED, ADJUSTABLE LIGHT FIXTURE L SPIDER TRACK GRAPHIC HANGING SYSTEM AT STOREFRONT - REFER TO DETAILr L/A8.3 (SIM.) N ;_III= '� /L lii4i•\,, T\'7. o O(E) EXISTING LIGHT FIXTURE - G.G. TO CLEAN AND RELAMP AS REQUIRED 14 CENTERLINE OF DISPLAY FIXTURE Ol=l(E) EXISTING LIGHT FIXTURE WITH ADJACENT STROBE. (EM/NL) - EMERGENCY/NIGHT < L EXISTING ACCESS PANEL AS SPECIFIED (EM/NL) LIGHT \ / /(E) 15 R-I CAN LIGHT TO REPLACE LOCATION OF REMOVED CHANDELIER ,t (e) X 1=XISTING RETURN / SUPPLY GRILL/= a'F-4 L4NL EXISTING FLUORESCENT STRIP / FLORESCENT STRIP NIGHT LIGHT // �\ Ib EXISTING CEILING TRIM - G.G, TO PAINT P-1BQ q oOM I fll`ID \ Ir^: "- "!'T/ 1,/5+44911 '��[�_'l '- =:.[SfT ll_1\_ :::-1/4//. INI:rC 17 EXISTING GROWN MOLDING - G.C. TO PAINT P-IB O EXISTING SURFACE MOUNTED FLUORESCENT LLJ >-..,(E)I 1-1 714 18 NEW GROWN MOLDING TO MATCH EXISTING - G.G. TO PAINT P-IB 7L'IItr. :=(17 ►l'e IT y (E) EXISTING EXHAUST GRILLE 18 Li C Z in LIGHTING FIXTURE SCHEDULE M CODED NOTES c� H GENERAL NOTES D Lo I U ai REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL 'ADJACENT Q INFORMATION ccS a ALL LIGHT FIXTURES / 0 a tri 0 Enc CEILING DEVICES ARE TO BE CENTERED A.G.T. TILE (U.N.O.) /^�ll Ln T. Q T G.G. TO RE-LAMP ALL 0 14 0 CI ,:t a EXISTING FIXTURES WITH NEW 1 TYP. TYP. ti Y LAMPS PROVIDED BY LIGHTING h - - - .f - -. ...- - - I - - - - �� - - - VENDOR 7'1 1 1I ' / L �� 02017 THE ARCHITECT 1 ENGINEER ASSUMES NO -\,I I :; .,!I - - / �— - - - - RESPONSIBILITY OR LIABILITY FOR THE USE OF -- THESE PLANS FOR ANY PROJECT OTHER THAN G.G. TO FILL IN * POLISH I I / _ SPECiFICALLYAUTHORIZEDBYTHEMANDSIGNED SMOOTH ALL VISIBLE SEAMS E) AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE ON THE EXISTING CEILING .T,, I 14 I = - SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN TRIM 4 CROWN MOLDING AND I s) --- 4 AREAS MEETING THE STATED DESIGN CRITERIA. MAKE READY TO RECEIVE NEW I I I I r EQ. b'-CII EQ,' , R-3 51_011 R '3 PAINT 31_ u PAINT FINISH I 1,____ � ' 1 I I I I - RE22- - � R-,� �� n ••=•Z•] WHITE BLACK •PATCH 4 REPAIR (E) GYP. BD. / r tel.+.'7 - I -' TO HOUSE l[AH=S T CEILING TO LEVEL 4 FINISH TO p • AND MAKE READY FOR NEW 1r STORE NO: PAINT IFITTING RMI` AI-6' rw 3 TYP. OF 6 T p `:~-f : 3219 1111-0 3/&" AFF I I GLG-5 I r 41-b11 PROJECT LOCATION: l'-3G ( 1b ) >~ TYP. I 1 WASHINGTON SQUARE N N ,; ` I41(7"4---1, ©A 9336 SW WASHINGTON I ISQUARE ROAD — — Vlxu '- !SALES l 1 ) SPACE #: W13 I SALES 1- 6 TIGARD, OR 97223 ,I. EQ. ,. EQ. 110'-II 7/8' AFF[ CLG-5 i-SALE Al w R CLG-5 P-1G CLG-I o P-1C r-; DESIGN TYPE: R-1 "")(E) P-lc 1�F p �� REMODEL w /FITTING RM" LOUNGE/ IV .... (EM/NL) "!N-) 112V-V9 r- - - -- -- GLG-5 A - - GLG-I I'-2" P-3c iIL I _ o REVISIONS: r V I qr- " REQUIRED BY: DATE 6R_1 I I II I �— Ef� I (` :' a` . I R; CLG-1 AmSCLIENT • P-IC AND TiC �, O LANDLORD COMMENTS 02/07/2016 - - EX-2 I 18 I ElI ( ( ib } w • Q o - GLAZING - AALW I I F - O- _ u1 I 1-) i �wsJiTMP a CLIENT COMMENTS 04/17/2017 J I HALLWAY IIII I �JO" q"rI III'- " A I= fl II I = O 3 F \ II 1 i ^, • f.. II/ U V V I I CLG-4 LA I 1,J ;E) 2'_p"�,/(E) i'(E) R-1 CrIl , I 0 V w >�4) -� I �(E) 1' ._ I I V z Z I ii� I V _ - 5 . `)S �Q @I (R)°� C=i ` ® f 4.---ht ( 2 ) F d iiio I .1 I o aP____F__4S __71 I - I J I___ _L_u _ ( ' I o - b ) (E)- I l _. I (R) © •INDICATES NO . 1 _ -IALGOVE ILI REVISION TO THIS SHEET • I GL.GI-5 ; €' I — — h , • :•. 6:�- � �_ ( � � DRAWN BY: JMS )1 ---- 1(E) TOILET ROOM/ � P-2c I } ) CPY. /ELM 1 8'-�" APF 4-Nl. I E • CHECKED B •RHW CLG-a ,%E (E)5,... 1r I '‘......,;,F.:2, ( } q'-2" AFF P-1G j w4. EQ EQ GPGcI 1 ; l O TYP. • } �. �� Iw I (V m I 73 R-1 5 + ' - Via GERAILQS.3HR�ill1 I I 3 /NON-SALES/ I I-60 I p4 I Ai ( ) w 1'14—C 1111- . e .- •_ I 1 iq CE) ( ) (R 5D 1 SF-8 ;00 6) ___,..._ w ' ''ITa n. �(= II' J/$' AFF EQ. bl_GII EQ. 5'-O" 3 -9 G-1 P-IC R 1 R- [❖C•Z•] -4,- R-3 -r‘....1.1_ •-.4.1_ '1/4-.41_ •-.4.L. ,E,I4 1 =.1 '-` liMa- - _ w tL T l - sl -- .. �E) r``; • 1= 4 I 4/19/2017 `1 I 4 DRAWING TITLE: - T I REFLECTED I - - - - - - - - - - - - - - - - - 1 ...._ - - - — CEILING/ NMI 14 m LIGHTING PLAN I I I /ADJACENT TENANT/ DATE ISSUED: N.I.G. 12/21 /2016 PROJECT NO: I I I 160529 NORTH DRAWING NO: 0 0 0 ,„, ) A3 1 ■ REFLECTED CEILING/LIGHTING PLAN 1114" `1 '-0r' A # DESCRIPTION OWNER: I HATCH INDICATES AREA FOR G.G. TO INSTALL MALL FLOORING-FROM CLOSURE LINE TO LEASE LINE I. NO SUBSTITUTIONS WILL BE PERMITTED WITI}OUT PRIOR WRITTEN CONSENT FROM f OWNER. 2 PRE-FINISHED GAS+-'WRAP 2. G.C. TO ACCLIMATEDVTOEMOISTURE TEMPERATUREF OIER R A MINIMUM OF ONE WEEK.RESULTS ON THE LAB AFTER THE SPACE TEST AT 6 LOCATIONS ONSTHEEN chico,s 3 PRE-FINISHED BACKWRAP SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING LOCATIONS SHOULD BE NOTED ON THIS 4 G.C. TO CONTINUE FLOORING BENEATH CASHWRAP AND BACKWRAP SHEET WITH THE CORRESPONDING RESULTS AND SENT TO CHICO'S PROJECT MANAGER FOR 11215 METRO PARKWAY •--• REVIEW. PENDING THE RESULTS THE G.C. MAY HAVE TO SEAL CONCRETE AS DIRECTED. % 5 ANTI-FATIGUE MAT FT. MYERS, FL. 33966 L :.-/...-NIC" LII IC ?NBfiEx\``1: I I,kH LLt' II 14 (7"'l I) Z1�" ,\.-.I. 3. G.G. TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON THE TILE I::: • • 7 w.J. tj 77.3, \IID a Ist,\LL I I,\IP7_".?R99F-MCr Z 7.7,11= (La_ 3.�,,,L 3T. (,rrf.J\LG MI U. -MI. ARCHITECT 1 ENGINEER: i'. . L,:.1.L"''49RD RC&UIRI-r1CNTG) U:I3C\ 0....:,.f .:,I I: J" Ll 1 L-,L.L:. (E) WOOD BASE TO REMAIN >~v, S NEN BASE TO MATCH EXISTING - REFER TO D/A11.1 OR H/AI1.1E E J� 1 :AL tC :=1.1401.51.1 CRIT ,>,►LG',"G ARCA TO YI AtJI I (C) ?4>t(L rII LIJ IC: LLL! Cll L TC IIITH Lam!IE L .D. C Y Y -i- [ 10 NEW 1"X2" CORNER TRIM WITH MITERED EDGES. TYPICAL ALL (4) CORNERS - REFER TO C/AGI.2 x Y • '. - o m m 11 FITTING ROOM SEATING U m r A A 12 (E) FITTING ROOM MIRROR. REMOVE FOR INSTALLATION OF NEW FINISHES AND REINSTALL. CLEAN m '2; o TO "LI0 KE NEW" CONDITION AND RE-LAMP vJ 13 FITTING ROOM HANG BARSN �o L NOTE: ALIGN FLOOR TRANSITION `a o ti) WITH FACE OF WALL BASE 14 FITTING ROOM HOOKS 0 nM 14n MI\L-t1 II 41/....1,-.&l I LJ /tir1L1\L '.fir. I.d I l.f•5JT1 .JI\II I L. _AV...1\L I L ...)1-,-11.-J I l...' M I ISA. I Vi..1.-IV•IIYL.L 1 L. I/U 11 I %'' 21' Or :TOR.". r :I �: t! / Gl"I (11 I rir/= .4Rr\) STAINLESS STEEL FLOOR TRANSITION 16 ALIGN FLOORING TRANSITION WITH FACE OF WALL BASE (TYP.) SEE DETAIL M/A5.1 BY SCHLUTER SYSTEMS 11SCHIENE° a 17 START TILES - G.G. TO ENSURE LINES/VEINS RUN PERPENDICULAR TO WOOD FLOORING (TYP.) 2 q 18 CURTAIN ROD. REFER TO N/A10.1 FOR ADDITIONAL INFORMATION 0 lci G.G. TO FEATHER FLOORING A MINIMUM OF 6'-0" OR 11-0" PER 1/8`I OF RISE LLI c, co 20 G.C. TO CLEAN RESTROOM TO "LIKE NEW" CONDITION N.T.S. CC NOT USED S FLOORING TRANSITION DETAIL M FINISH PLAN CODED NOTES ( # H FINISH PLAN GENERAL NOTES DI Z Lo 6T 'ADJACENT TENANT' ri E-_) -t7 v-: N.I.G. Q Cr — m U a1Q - � E E §N O c. 0 In Tr O Z.6 —- - - -1—b . u") `I1 II U U V U V t6 - . - Q� r 6 6 6 6 6 Si ' ' 0 1.> y L. _ �� - -. I„I "1- 02017 THE ARCHITECT/ENGINEER ASSUMES NO il RESPONSIBILITY OR LIABILITY FOR THE USE OF �I 1 I 1 _ A5.1 ` l WG-11�� j FLOORING SQUARE FOOTAGES: THESE PLANS FOR ANY PROJECT OTHER THAN f '- MALL MATCH FLOORING 33 A F SPECIFICALLY AUTHORIZED BY THEM AND SIGNED I U_ - - ' u_ - + _ I v / A ST SEALED FOR SUCH SPECIFIC LOCATION N THE LL' J j SALES � �� STATE,PROVENCE OR TERRITORY SHOWN ON THE I FITTI NG ROOMS Im FR FR 16 j 0 :- PORTAL • S. SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN (TMP. OF 6` I - .�. / AREAS MEETING THE STATED DESIGN CRITERIA. / FITTING ROOM LOUNGE 4 ALCOVE 207 SQ. FT. � W WC-}0 u � FITTING ROOMS 138 SQ. FT. B EXIST/P-1134 HALLWAY (EXISTING FLOORING) q3 SQ. FT. WHITE BLACK F FG-1 - N NON-SALES (EXISTING FLOORING) 380 5Q. FT. I U I TOILET ROOM (EXISTING FLOORING) 57 SQ. FT. HOUSE MARKET LL --!0 AI 1 I L c STORE NO: FITTING RM LOUNGE' AI2.I TYP — Al2.1 3219 IW WG-q I GALES i PROJECT LOCATION: 1B EXIST/P-15 W P-IA /////'//////��/ WASHINGTON SQUARE F FC-23 B EXIST./P-1B I 9336 SW WASHINGTON — — F FC-23 I Iq SQUARE ROAD O R. - SPACE #: W13 lamFc-11 FG-23 TIGARD, OR 97223 t1 ] H -1 FC-2.5 1■l w 0 M ® FC-23 , i FC-11 0u , , TSP. L III Z Ig A7.1 - 'PORTAL' 1 SALES I V TMP TMP — DESIGN REMODEL .•....,.ti IN P-IA/WC-11 IW P-IA I ......-....................� I B EXIST./P-1B I B EXIST./P-1S Nin REVISIONS: III -1 FG- u_ S © I F FC-11 1 F FG-23 - TYP. © tM ® •/!1 REQUIRED SY: DATE FR� TMP. %� Y///////�///////, / I I \ _ __t IAGC FR O A 1 ( 17 1 ). Q w AM I� .! I'� • / I I \ CLIENT AND I L - 1 /� I 11j \ ACII 1 VP D/ LANDLORD COMMENTS 02!07!2018 L� / �� E)VGT r Fc-2.5 , ' U L--- \ y r--i, �� I \ ,�{ 1 — I \ 1 1 1 Z u AL CLIENT COMMENTS 04!17!2017 EXIST. �� (E)VCT I K P 0 6 ] 1 1 I 1 � O X 1(E) HALLWAYS \ Mw Al2.1 i I A7.1 U `1� 13 ' ® vv 1 I \ I UJ I I W P-1A I I O • 15 EXIST. -1 L J� I _ -Y y - IF EXIST. I I Iif -10 . .- 3,,..,4,,,:, •-• ,, E. . . • N I I J u I _a\� 1q I AI 4 D , ,... I ALCOVE ' © _ — co "INDICATES NO REVISION TO THIS SHEET ��,-- - I, z I K i IW WG-q It;i - AC 12.1 I(E) LAVATORY'------ CD .1 $ `, cNna i Al2.1 i B DCIST/P-1H ' ; L�\•\` DRAWN BY: BRW r' 20 `ti p I"a J �F FG-I I' `I 10 CHECKED BY: RHW/ELM IN EXI$T./P-IA IB EXIST. • `-tti Wa IIIA~, J 1 ) F EXIST. �I Sc ' `7 I C I >0 cs AI2.1 � �, illi- ~ I(E) NON—SALESI I 9 A � _. W P-1A I aAl2.1 0-4 B EXIST. I L GERALD S.SHREM I F EXIST. I q— ;4037 'V ��p -I- R B 1 FC-23 - MALL ,,, II to - FLOORING (E)45"X36\i a'- - (. )4b"X3b"{E;4 X36"(1=)48'X36' (E)48"�t36'`# E)-.4E5.-X36" $ • n�,' 006d � (`i 1 l a +. a •• '....,,,`'..„.� w \ IJj` TYP. l �,.. 0 . (E)36X36 1 (E) 6IIX56":;(E)Bo'X36II • (E)3 "X3/61' (wj3V'X3(o''(E.):.z6''X36" 16 �� 1 v M-I WG-11 \AI1.2 pi ` TYP. AT 1 a = 4/19/2017 Li ,: to /°_1> NEN NAL 0 ■ —: ----.__-__� _-_ L. __ _ _ u- 4 C' P 9 P P 2 2 DRAWING TITLE: . Q I - 1 - - - - - - - - - - - - - - - -- - - - - - - — _ FINISH PLAN 1 I I (ADJACENT TENANT' DATE ISSUED: N.I.G. 12/21 /2016 1 1 PROJECT NO: 160529 411) 0 0 NOTE: NORTH G.G. TO FLOAT FLOORING A MINIMUM OF 6'-0"" OUT FROM DRAWING NO: TRANSITION STRIP TO ALIGN FLOORING MATERIALS. REFER TO Al2.1 FOR TRANSITION DETAILS. A5 • 1 I 1I4" = 1'-0" FINISH PLAN 1 A OWNER: G.C. TO CUT (E) BASE AT FITTING ROOMS TO INCORPORATE NEW CASING 4 JAMBS. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTING -(E) CROWN MOLDING - chic ° !� PAINT P-1B (TYP.) -(E) GROWN MOLDING - PAINT P-1B (TYP.) - WC-q J P-SCI --I, T-4 I- i P-IA I -I P-IA I H We-11 II -1 P-IA I - T-IG I —I T-4 - P-IA 11215 METRO PARKWAY WALLS LOUNGE P-119 HALLS WALLS WALLS P-IB P-1B WALLS CEILING �� FT. MYERS, FL. 33966 r B O ( ) LOUNGE CLG. �' 11'-0 3/S" A.F.F. r 10 -11 7/8 A.F.F. EiilL 1 B.O. (E) SALES CLG. r,•. '� :z:j ► r EQ. 5'-O" EQ. 9 V r " _ ARCHITECT/ ENGINEER: EQ. EQ- '� r \ EQ. EQ- 8 -11 A.F.F. -'t�. /1 B.O. (E) OPENING \ / , �, I ,:::::::, ___:1 1 '.',....:-. EQ., 20' ,EQ. - 12'-0" .'''''..:,''"r \ v 61 ,o" U *6 ri P, p c"i E E • Oi m ..,ill OPEN TO m y N :- 0 .IIII ., . '_::".1',':--:‘,::'...:':',...',' FRAME) - . ) • LOUNGE I m m ° :::: :::.: /// 0 CO CO .g. / 4 ;,-!::-.:--:: \\ co , . , 1 Tii -6 - a Q n / \ o i �i/f / \ i FINISH FLOOR V) FINISH FLOOR E RELOCATED BASE - M-1 T-5 - T-5 2 u,M ® ( ) r (E} RELOCATED BASE OUTLET, REF. NEW BASE TO MATCH 1-- -rrp. PAINT P-1B (TYP.) - T-13 P-113 PAINT P-IB (TYP.) TO ELECTRICAL (E) (SHOWN SHADED) P-15 = O (ALL SIDES) Um! c Q 114„ = 1'-0" 1 114" = 1'-0" Z in INTERIOR ELEVATION _ M INTERIOR ELEVATION _ 1 D I OC I U T G.G. TO CUT (E) BASE AT FITTING ROOMS 4 -NEW CROWN MOLDING TO MATCH E co ZS ALCOVE TO INCORPORATE NEW CASING 4 JAMBS. EXISTING (SHOWN SHADED) ti) Q -d •• PATCH AND REPAIR AS REQUIRED TO MATCH ,n EXISTING -r WC-q I P-3C P-1A -( T-4 I- I I P-IC I -I P-1A I (E) CROWN MOLDING - 0 a HALLS LOUNGE / PAINT P-1B (TYP.) CEILING WALI-5 P-1H CEILING HALLS t (t 111-0 3/1311 101-11 3/8" A.F.F. E C) Li r//7/////,/./////( /////// /f "E B.O. (E) LOUNGE CLG. r / / -- B.O. (E) SALES CLG. 7 a, o T .f _ ,-V V V _c 2 K:.. I r �:r EQ. " EQ. q'-2" A.F.F. 0 C)) i~ a-; 8-II A.F.F. fio_ I 10- 8.0. (E) OPENING / / ` 7/' B.O. SOFFIT ®2017 THE ARCHITECT!ENGINEER.ASSUMES NO i / T RESPONSIBILITY OR LIABILITY FOR THE USE OF 1 ' \ / / / / ti //! ` ! ,,/ THESE PLANS FOR ANY PROJECT OTHER THAN \ / // / / -� / e SPECIFICALLY AUTHORIZED BY THEM AND SIGNED / / AND SEALED FOR SUCH SPECIFIC LOCATION IN THE .., ` �.,. �: 11 ' - 81_011 " h // \ STATE,HISPROBINCEORTSEISONYSHOWC B EHE ,•. ',. �.t. ` r=- SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. V:,1,:::1,.::'...,!•:;: OPEN TO . 7 ii ?'7'; !::f r: ALCOVE i // €I ', / _., I // / 42 WHITE BLACK /// // II/ • !E / -.-- .,:-14.N:,..,:,:-..:, :,, ' ... i \ :•,. / : i HOUSE MARKET -` o ■ II ii ' // d / //:. I \ o STORE NO: o'-o" I V////, ////////%/i//////��//l7777A ori MI -- = Y////////// /iii/1 01-0" AL_ 3219 FINISH FLOOR FINISH FLOOR PROJECT LOCATION: (E) RELOCATED BASE - I SF-1 I I T-5 - NEW BASE TO MATCH -STOREFRONT WINDOW NEW BASE TO MATCH LENTRY DOORS AS NEW BASE TO MATCH PAINT P-1B (TYP.) TYP P-IB (E) (SHOWN SHADED) SYSTEM AS SPECIFIED (E) (SHOWN SHADED) SCHEDULED (E) (SHOWN SHADED) WASHINGTON SQUARE A 2 \ 9336 SW WASHINGTON SQUARE ROAD SPACE #: W13 TIGARD, OR 97223 INTERIOR ELEVATION 114" = 1'-0" L INTERIOR ELEVATION 1/4" = 1'-0 " C DESIGN TYPE: 1REVISIONS:REMODEL JREQUIRED BY: DATE - WC_P I -(E) CROWN MOLDING - J WALLS PAINT P-1B (TYP.) /\MS cuENTAND 111-0 3/8" A.F.F. LANDLORD COMMENTS 02!07!2018 B.O. (E) ALCOVE CLG. 41I'-2 1/2" A.F.F. P-IA H T-4 F H P-1C I H WC-I1 IBACKWALL —I T-4 I- --1A /�ALw • ='" Y^- S.D. ENTRY CEILING A `LLS P-1B CEILING PAINT SIDES P-1A P-18 HALLS 2 CLIENT COMMENTS 04/1712017 'j :- :-.�' 10'-11 3/8" A.F.F. q 10'-II 7/8" A.F.F. B.O. (E) SALES CLG. r -- r I -v. 5.0. (E) SALES CLG. V r 7 r P ` 5.0 r SOFFIT EQ. H EQ. F = EQ. H EQ F A . 10' -0" I- 12'-0" , , •INDICATES NO REVISION TO THIS SHEET / '` P-IB °" DRAWN BY: JMS / DOOR AND FRAME A CHECKED BY: RHW/ELM FINISH FLOOR - ` a - I (E) RELOCATED BASE 01_Ou -' �' 1 - • ' ' 0'_Or �� 0D AR '�� C4 PAINT P-1B (TYP.) 4FINISH FLOOR FINISH FLOOR SS '�-11 � / 1 \ I, T-5 I- I P-IA I- I T-5 I- AL(E) RELOCATED BASE - .--I P-IB P-18 PAINT P-1B (TYP.) GERALD S.SHREM • 3769 INTERIOR ELEVATION P INTERIOR ELEVATION 114" = 1'-0" 114" = 1'-0" _ _ B o 1Co o G.G. TO CUT (E) BASE AT LOUNGE OPENING TO G.C. TO CUT (E) BASE AT FITTING ROOMS TO INCORPORATE NEW CASING JAMBS. PATCH INCORPORATE NEW CASING 4 JAMBS. PATCH AND REPAIR AS REQUIRED TO MATCH EXISTING AND REPAIR AS REQUIRED TO MATCH EXISTING -(E) CROWN MOLDING - -(E) GROWN MOLDING - PAINT P-15 (TYP-) PAINT P-IB (TYP.) -I WC-9 I P-3C I -I WC-9 I P-3C I -t P-1A I H T-4 I- P-1C - WC-11 BACKWALL4/19/2017 � I H T-4 � H P-1A J HALLS LOUNGE HALLS LOUNGE / HALLS P-IB CEILING PAINT SIDESI P-1A I P-IS HALLS CEILING CEILING lo'-II 3/8' A.F.F. DRAWING TITLE: Hr S.O. (E)I LOUNGE CLG AlqB.O 3/8" ) LOUNGE CLG. . :.. r / ') r '1 B.O. (E) SALES CLG. E INTERIOR T- ELEVATIONS Q. Q - Q. H EQ. 13'-11" A.F.F.AFF ! E E B.O. (E) OPENINGI I \ / +?V 74 \ / V� ,_> \ / r11 DATE ISSUED: OPEN TO 'q T-Ib P ,8 m 1 ,.. 1212112 0 6 SALES , i ':.';`' �t / \ 1 / \ .,, } PROJECT NO: ti // `` 14 �I 1I _ 1 - 160529 773 . 1 I///(/� / \ 1 01-014_ - I . - - 0'-0" A DRAWING NO: FINISH FLOOFINISH FL•"- NEW BASE TO MATCH L(E) RELOCATED BASE - SF-I T-16 I T-5 I- P-IA I- I T-5 I- (E) RELOCATED BASE - (E) (SHOWN SHADED)- PAINT P-113 (TYP-) A7 . 1 -r'YP, P-113 p--IB P-18 PAINT P-113 (TYP.) 114" = 1'-0" I 114" = 1'-0" INTERIOR ELEVATION _ N INTERIOR ELEVATION _ A OWNER: ALL STOREFRONT GLASS MUST BE SAFETY SUBMIT SIGN MANUFACTURER'S SHOP GLAZED OR TEMPERED. COMPLYING WITH DRAWINGS FOR APPROVAL. SIGN MUST ChICO i� APPLICABLE CODES. ALL EXPOSED EDGES IN COMPLIANCE WITI-1 LEASE EXHIBIT. A e MUST BE GROUND AND POLISHED. GLAZING CLIPS MAY BE REQUIRED IF GLASS PANELS 8" NIGH "WHITE HOUSE BLACK MARKET" LETTERS, ACM PANEL SEAM AT START TILE- 11 11215 METRO PARKWAY ARE UNSTABLE. CUSTOM BLACK ACM SIGN CABINET WITH CHROME 12 -0 MAX. - REFER TO A J BORDER / WHITE PUSH TI-IRU ILLUMINATED LETTERS N/A8.2b. ALIGN SEAM A " u —CHROME TRIM SIZE TBD. 3/4 X 3/4 BLACK METAL A8.2c A8.2a (N.I.C.) PROVIDED AND INSTALLED BY TENANT'S SIGN WITH TILE GROUT JOINT A8.2a VENDOR PROVIDED, G.G. REVEAL AT BOTTOM OF FT. MYERS, FL. 33966 VENDOR G.G. TO COORDINATE AND ENSURE ADEQUATE INSTALLED BULKHEAD PER MALL STANDARDS BLOCKING ----- - B.O. MALL BULKHEAD ARCHITECT/ ENGINEER: 1 flu 3 I_3,1 0 0 Y Y E E I i m m I to t J i J M J JI II y y J ..... ... . ....... 1, .... _ 1 ,..... ................. ` 13 -A 1/2 A.F.F. m T.O. AGM PANEL0� L � .�. AACMPANELSEAMAS .. REQUIRED REFER TO ,. >„ N/A8.2b TYP. _ _ _ _ _ - -.. :.:.. :.. - ': .. _ 1f L T O E 8 L _ I I E T _ t :::::.::':::' :::::::.:.::. y 111-2 1/2 A.F.F. 4, ti) I � I I I T.O. STOREFRONT SYSTEM . ./. . . . . . . . . . . . . / 5.0. ACM PANEL icl 2 . . . 1/4" STARPHIRE GLASS WITH .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . OPAQUE WHO ITE SPARKLE FILM = EQ. r IQ. . . . . . . . . • / (TYP. AT TRANSOM) c I mo ras ...... i� 9 '_, �// / 7/1 '/ / I T.O. ENTRY 'DOORS 10CU Q Ln / /// EQ, 41_011 EQ. I B.O. MULLION Z 1-0 / I N o v / - — \ / - 0 ,nom VU T In / ~= \ I WHITE THA5505 12X241 FG-18 ai �t \ // r / L..............................1.... G.C. TO INSTALL WITH 1/16" cid T _ / TILE U �`+ �_ � — _ 0 GROUT JOINTS � ENSURE ALL ti) � -d i _t_ .......: .:.. — = ... . W; : H::�:;-: I:; :;:; ;::: :-:E::- I CORNERS ALIGN WITH ADJACENT Q :u.) / — / TILES FORA STRAIGHT * FLUSH mLEASE LINE �� — FACADE. G.G. TO INFILL WITH U ° m / O E Ln if, / 7 \ c� �� _ (41 / �� \ `� I AGROUT WAY AT TILE BEVEL WIPE cn U illi / WHITE THASSOS I2X241 FG-18 I / _ / N B L A K TILE G.G. TO INSTALL WITH I/16" / fi —=� LEASE LINE GROUT JOINTS 4 ENSURE ALL .. _ _ - / CORNERS ALIGN WITH ADJACENT RKET / / / / / / BLACK AGM WRAPPED TILES FOR A STRAIGHT * FLUSH _ BOX FACADE. G.G. TO INFILL WITH I \ I BY ®2077 THE ARCHITECT!ENGINEER ASSUMES NO SIGN SUPPLIED BY GROUT AT TILE BEVEL E WIPEI VENDOR, INSTALLED RE5PONSIBILJTYpRLIABILITYFpRTHEUSEOF AWAY. Imo- / / / : = / / I G.G. BY THEM THESE PLANS FOR ANY PROJECT OTHER THAN PE IFICALLY AND SIGNED / - / " I STATE PROVIAND 5EALED OR UCHIE E TORY SPEC RC LOCATION ON THE \ �. / �~ - SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN / d # / / 1/2" CLEAR TEMPERED AREAS MEETING THE STATED DESIGN CRITERIA. i/, S ice=-- / 3/4" X 3/4" BLACK METAL \ _ = / — O GLASS TYP. REVEAL PER MALL / / / _ II • WHITE BLACK STANDARD �� / w K I r E 3/4 X 3/4 BLACK METAL i — \ — — a c K I REVEAL PER MALL HOUSE YA$IB T _ STANDARDS __ L_ i \ __ /// ,/// / // nn a R K T I 0'-611 A.F.F. STORE NO: GLAZING CLIPS: H �} AZING SUPPLIES( 1 / =- _ � 1/2" DIAMETER Gl TG 1f2CH. G.C. TO ADD THIN K// - - - J \-1/2" ` „ i — — — — —— — — 1^ — — — — .� I I 01_011 3219 LAYER OF SILICONE BETWEEN CLIP AND GLAZING �� - - v T.O. STOREFRONT BASEON BOTH SIDES OF WINDOW — - - PROJECTLOCATION:— FAVI LOO�, I'-10" �. CLEAR TEMPERED —ENTRY DOORS AS GLAZING CLIPS SPACED EQUALLY VINYL LOGO PROVIDED WASHINGTON SQUARE PREMANUFACTURED AWNING SUPPLIER IS HOLD GLASS TYP. SCHEDULED O.C. (48 MAX.) (TYP.) INSTALLED BY TENANT SIGN ALL PLYWOOD AND BLOCKING TO BE RESPONSIBLE FOR OBTAINING ALL REQUIRED Q MANUFACTURER, G.G. TO A F.R.T. (TYPICAL) ALL PLYWOOD AND 9336 SW WASHINGTON PERMITS FOR AWNING AND FABRICATION/ ACM PANEL, BLACK COORDINATE (TYP. OF 2) BLOCKING THAT COMES INTO CONTACT SQUARE ROAD INSTALLATION OF AWNING (INCLUDING BLOCKING 1 SF-B I STOREFRONT SYSTEM TO BE CLAD IN 20 1 STOREFRONT SIGNAGE DRAWINGS TO BE WITH CONCRETE TO BE PRESERVATIVE REQUIREMENTS) G.G. TO COORDINATE ALL WORK GA. POLISHED STAINLESS STEEL SUBMITTED UNDER SEPARATE COVER TREATED. SPACE #: W13 11211 _ 11.0,1 C STOREFRONT ELEVATION TIGARD, OR 97223 DESIGN TYPE: REMODEL LANDLORD NOTES: REVISIONS: ALL STOREFRONT METAL PANELS MUST MEET LANDLORD REQUIREMENTS BELOW • ALL SEAMS BETWEEN METAL PANELS MUST REQUIRED BY DATE BE IDENTIFIED ON THE STOREFRONT ELEVATION AND MUST BE PROPERLY JMs CLIENT AND ADDRESSED DURING DESIGN REVIEW LANDLORD COMMENTS 02/17!2016 PROCESS. METAL PANELS WILL NOT BE ALLOWED TO DIRECTLY COME INTO CONTACT ALw WITH ADJACENT PANEL. REVEALS, TURN-IN CLIENT COMMENTS 04/17/2017 SEAMS, WELDING OR SIMILAR MUST BE SPECIFIED AND DETAILED OUT ON THE PLANS FOR APPROVAL. • NO VISIBLE FASTENERS • MINIMUM 1/2" THICK FIRE-RATED PLYWOOD SUBSTRATE 15 REQUIRED AND MUST BE CALLED OUT ON THE PLANS • MINIMUM 18 GAUGE METAL PANELS ARE REQUIRED. THIS MUST BE CALLED OUT ON PLANS FOR APPROVAL. 1 I Q l1 -0 G •INDICATES NO REVISION TO THIS SHEET I DRAWN BY: BRW I LAYOUTLAYOUT I CHECKED BY: RHW/ELM /� POINT VPOINT V 4 5/8" BUILT-UP BOX 0- i% D AR 10'-4 3/4" __-- \ COLUMN - REFER TO C'fj, HOLD ' 1. STRUCTURAL (TYP.) [~j ,� "1 I - EQ. �, REFER TO DOOR SCHEDULE yI,_ _— Q i L I TENANT SEPARATION WALL 61147 (i 10 3/5"±f/ (1'-f�3/8't E N AS SCHEDULED LINE OF SOFFIT BERAAI.dS.SIiRlINSNOC A8.3 r` ABOVE I • 3769 • r ,.• \\` 1 ++ LEASE LINE !� TENANT SEPARATION WALL ;`:\. �� \\�, - - _ // • �� t�� O ' O � A5 SCHEDULED - — - - — - - I - - - - — - - - N_� JJ// I a _L LEASE LINE �'� ----- l/ � tLINEQFHEADER TO -- - r Ir N. / I I' STRUCTURAL VE REFER --._ v2 CLEAR cti — I I I I � / 1 I ' ,� I • I TEMPERED GLASS �_ �`+ I \ I I / I ,, / I I .I (TYP-) I I I 3/4" BLACK REVEAL 4/19/2017 II _ C� T a I — �p - I - ,: �� i ' �� al 'I ,// / '/// / /// // //// '/ I////'////// I ALIGN FACE OF TILE DRAWING TITLE: 3/4 BLACK REVEAL I +t Ed/i//I �//i j / I �� ti I i i �y , I I I WITH FACE OF 3/4 I� /, I L _ 1 -/ L _ I _ REVEAL (TYP.) STOREFRONT ALIGN FACE OF TILEL - - _ REVEAL (TYP.)WITH FACE OF 3/4' - ---- P —1/2" CLEAR — I T___LEASE LINE - q PLAN AND TEMPERED --k__/..--.-4) q8 3 N A8.3 GLASS (TYP.) LIN PANEL ABOVE A8.3 �_ ELEVATION A8.3 EQUAL EQUAL 3/4"t) \1/4 MAX. C6 / (6'-5 EQUAL• /4"t) ±) DATE ISSUED: \ C6'— 1/4II MAX. 1G J.,11 3/4" 21-7 1/2"t I'-10" -.. -,_ 10'-5" .. 201-0" / 10'-2 1/2"t X11 3/4'14_ 212 1201 V / / HOLD HULL) HULL) A A I PROJECT NO: 47'-I" 160529 OVERALL LEASE LINE Q DRAWING NO: Tir 1 A8 . 1 1 " =STOREFRONT PLAN 112 _ 1 —o A 2 = . • / / / /I / / / / i I OWNER: ChICOPS 11F2T1.5mMyEETRRsO, FLP . ARA33K9W66Y / / ARCHITECT/ENGINEER: w 4 0 0 .t.... 0 0 _c .c 0 0 -a............. / //: (E) MALL BULKHEAD, PROTECT DURING CONSTRUCTION a-- 41 (E) MALL BULKI-IEAD, PROTECT DURING CONSTRUCTION U .c .4 ......i' :fl co 8 8 g g = .c ,_ I g fo fq e 2 1. .. - co 0 ..c. ai -i / 3/4" BLACK REVEAL nil BLACK REVEAL v ›, _ ... 3/4" I WITH F.R.T. BLOCKING i---' / C A8.3 A PLYWOOD1 SF-8 I /' C A8.3 AS REQUIRED ACM PANEL OVER 3/4" FRT PLYWOOD1 SF-8 1 q STOREFRONT FRAMING - 2 . 2 2 REFER TO STRUCTURAL 0/..-.-.........AMMO* • M .• =MN* 1-7 5/8" ACM PANEL OVER 3/4" FRT A DRAWINGS (TYP.) i ACM PANEL •I \ 161-0 1/8" A.F.F.* i •'*4%' \ !MU "1.1.4,...- ACM PANEL IV-0 1/8" A.F.F.* c• li'd - - - • -' • I 1 --•\ 5.0. + + r\+ + \ • < + + I \ + +\ ± + flia 1 \ 151-11 3/8" A.F.F.* \ I5'-11 3/8" A.F.F.* CC 2 () 2 + + 1 \ \ T.O. STOREFRONT />)/// I • T.O. STOREFRONT Z ") + + + + + + I + + \ + +\ + + I •cr CO a 0 \/1 1 -71.-- # STOREFRONT FRAMING -' esmoo, 0 • 4.: tin .k 2 , .. • 0) WHITE TI-IA5505 TILE FC-18 REFER TO STRUCTURAL WHITE THAS505 TILE 1 FC-18 I -.Y = O a.° \ ± \---...„ OVER 1/2" CEMENT BOARDDRAWINGS (TYP.) OVER 1/2" CEMENT BOARD 0 E 49 ..c c• 'Cr //F - / /\ ± -1-1- . - C) g 173:cr ± ±N / ± + \ •st \ + I (E) FRAMING TO REMAIN, N CO t". •;.; \ SI-IOWN 1-1ATCHED \ \ 11/4 1 //, , _ C2RE0s17p0TNHsEIABRILICryHITOERCTLIA/riulyINEFEORRATSSHEUUMSEESONFO • THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED ANDSTATE,SEL EPROVINCEDFOR S OR RC HTERRITORYSP E CIF I CLsO CH clAw NT I 0 NO ON NTTHHEE \ G --77---- ..........--. 1IMMO•••••••,,,,,,, • ge A8.3 > ,/ \+ + \ + + + + •# /9 i ,, /•' ''''' • -14 ........, ; ••••••., mi• SE AAREAS L T HI SMEETING B UI LD I TNHGEUSESTATEDI SONLYADESIGNP P UCACRITERIA.BLE1 N \ \ I 131-4 I/2" A.F.F.* I I- - • 13'-4 1/2" A.F.F.#< " H I T E BLACK • / \ + +\ \+ + \ + + - I T.O. ACM PANEL 1 i T.O. ACM PANEL < HOUSE MARKET 1 I I \ +1 + \ + + I + + = • .4.\ ,._,, _ \ > / +//f20 • ± \ > / _____ . ;I i _ , 1 r:' 1 ' ,i ''' 6" HIGH "WI-IITE 1-10USE BLACK MARKET" LETTERS, CUSTOM 4121-11 3/8" A.F.F. B.O. DISPLAY CEILING A 4 I 1 .... LL r -1 _ _ + _ k + + _ ..u.. I__ /74+ + + + 1 Ii ii ! • ...s i ACM PANEL OVER 3/4" FRT I PLYWOOD 1 SF-8 I < < STORE NO: 3219 < PROJECT LOCATION: < BLACK ACM SIGN CABINET i • < WASHINGTON SQUARE WHITE PUSH THRU , 9336 SW WASHINGTON ILLUMINATED LETTERS, REFER TO STRUCTURAL SQUARE ROAD PROVIDED AND INSTALLED BY -\_<S\ • 'w_-_,..„ TENANT'S SIGN VENDOR. G.C. ' I SPACE #: W13 > A8.3 < TO COORDINATE 5IM. (E) FRAMING TO REMAIN, 1- - # # / < TIGARD, OR 97223 SHOWN HATCHED > (E) FRAMING TO REMAIN / • + 1 I I • • I I- --I \±\-1F-+\ + - + _I - 1 ' . •. ,, ,,,,,., ,. ‘ I i , 1 E . ,,,4 i REFER TO STRUCTURAL DRAW I NGS (TYP.) 11'-4 I/2" A.F.F. k 5.0. ENTRY cEI LING' 1/2' A.F.F. k • \ • :/ 7 1 1 1 . I -- • ± + ± ± ±-1-7 ± + DESIGN TYPE: REMODELNS: • . 7 .._ , 5.0. ACM PANEL' 111_2 1/201_< REVISIO T.O. STOREFRONT SYSTEM iv < .„._. / i,..7 7\+ + Lai. 8.0. ACM PANEL REQUIRED BY. DATE 1/4" 1/4" < Q10I-11 3/8" A.F.F. V / / / / / Y ''' . I .".•...- 71-.............*"' CHROME TRIM, SIZE TBD. VENDOR ii,101-11 .F B.O. (E) SALES CEILING •• „..,„...,...„........: { 60: /. PROVIDED, G.C. INSTALLED 5.0. (E) SALES CEILING F-6 ii , LANDLORD COMMENTS 02/07/2016 -- \ CHROME TRIM, SIZE nu). VENDOR< A ALw N . . . A • Zi _...... ,...._... ,..._ __ __ . A PROVIDED, G.C. INSTALLED Aalk CLIENT COMMENTS 04/17/2017 ,,,,...........ya 1 7) / . / (E) SUSPENDED / (GE4.S BU SDP.EcNEDI LE ION G 1 P-IC GYP. BD. CEILING I P-IC ( i / 1 RECESSED LIGHT FIXTURE - REFER TO REFLECTED CEILING _..1 . / r, i PLAN "I i"- i40 1/4" STARPHIRE GLASS WITH 5/8" TYPE 'X' GYP. 13D.PAINT P-1C OPAQUE WHITE SPARKLE FILM I . (E) CROWN MOLDING TO REMAIN (E) CROWN MOLDING TO REMAIN •INDICATES NO REVISION TO THIS SHEET . , . ..111 I 1/4" STARP1-11 RE GLASS WITH V .• • I I P-1A 1 , _ I OPAQUE WHITE SPARKLE FILM (BEYOND) I P-1A I - - 1 DRAWN BY: BRW • - CHECKED BY:RHW/ELM ' ci'-2" A.F.F. cibc1'-2" A.F.F. , ----...____• _________ 5.9. TI LE '?BO. SOFFIT --t-4 --, . -----,. (1'-0' A.F.F. M (1'-0" A.F.F. 5/8" TYPE 'X' GYP. 50., PAINT 1 P-lA 1 N, / —___ _ 8.0. MULLION • B.O. MULLION .$10• ARC 1/4" 1-------.'''.. ..........„... ./ 7 1/4"± . . 2'-8 7/8"t / 4 •,•2" A..., STOREFRONT SYSTEM, AS 4r.c.5 't*° \_ ' 5/8" TYPE 'X' GYP. 5D., PAINT I P-lA I SPECIFIED • e) I WHITE THA5505 TILE I FC-18 I 4".1 ra • \ J / OVER 1/2" CEMENT BOARD ..,' 31-8 7/8"± , ./ GERALD S.SHREIVISH I D ........ .-- - I • - 769 4 1/2" A8.3 ' /AV 4 , I 3'-I" 2 7/84±,/ \11_421 1 / / 1 I OF 00 NOTE: 1 / // I NOTE: / 1 NOTHING IS PERMITTED TO BE ATTACHED / NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE TO, SUSPENDED FROM, OR PENETRATE THE i 1 METAL DECK ABOVE UNLESS SPECIFICALLY 4'-8 7/8" METAL DECK ABOVE UNLESS SPECIFICALLY / 411 1/2" CLEAR TEMPERED GLASS DETAILED. EVERYTHING MUST BE ATTACHED DETAILED. EVERYTHING MUST BE ATTACHED I TO THE TOP CHORD OF JOIST OR > / TO THE TOP CHORD OF JOIST OR • STRUCTURAL STEEL. STRUCTURAL STEEL. > -.a 1/2" CLEAR TEMPERED GLASS (BEYOND) - 4•:l LEASE LINE 4/19/2017 NOTE: >• G.C. TO VERIFY ALL EXISTING FRAMING IN > FIELD. IF DEFERS FROM SECTIONS, CONTACT DRAWING TITLE: • PM. ( • 1 1 STOREFRONT 144 LEASE LINE 1 SECTIONS i ENTRY DOOR AS SCHEDULED / // 1 I STOREFRONT SYSTEM, AS SPECIFIED (N) WOOD BASE TO MATCH EXISTING BASE THROUGHOUT - REFER TO D.A11.1 -........„ S A8.3 I 1 ___...4..., • \ DATE ISSUED: 12/21/2016 --_,...„..... PROJECT NO: CY-6" _._ T.O. BASET "---A., ert=f° 160529 i • -:\ I 0.-0"k_ r I 0,_0"4_ DRAWING NO: 1 • NEN TENANT FLOORING - REFER TO A5.1 MALL MATCH FLOORING EXISTING MALL FLOORING FIN. FLOOR 1" . \ 1.i ..f. ,/ MALL MATCH FLOORING FIN. FLOOR -in Di- -- REFER TO A5.1 REFER TO A5.1 I -.411 NEN TENANT FLOORING - REFER TO A5.1 EXISTING MALL FLOORING .... a STOREFRONT SECTION @ ENTRY DOORS 1 1/2" = 11-0" j STOREFRONT SECTION @ DISPLAY WINDOW 11 1/2" = v_0" A 1 _ OWNER: / / / / / chico's 7,____311 44. 31`_vi, L____,/ 11215 METRO PARKWAY FT. MYERS, FL. 33966 ,I' — r . ARCHITECT/ Ey Y NGINEER:4! O —1 IT V U C`1 U �G O YUU O - Q Q foto —_ O/ U O m E N .c tf11 N (E) MALL BULKHEAD, PROTECT DURING 0/ c f / - CONSTRUCTION �13 s 3/4" BLACK REVEAL Ii3 Q . WITH F.R.T. BLOCKING 0 AS REQUIRED ....- ACM PANEL OVER 3/4" FRT ti) ----/ _........ f /// G PLYWOOD SF-8 o ,_ 2 M _.'•-- A8.3 z �r 2'-7 5/8" �\ �� c ' AGM PANEL 16'-0 1/8" A.F.F. / �T ` 1.4 1 T 1:.011. BULKHEAD V 2 __ _- I + + + + \ + + ( 15'-11 3/S" A.F.F. CC c ani 2 \ \ T.O. STOREFRONT Z "1 .6 ,:t. / � � � _-� STOREFRONT FRAMING - + ` 0 "' (-) 3'-q 3/4" A F.F. REFER TO STRUCTURAL ?-4 -.-.Cr Q v,(E CYLINDER l DRAWINGS (TYP.) U a ,�,.c cEa Lo r:r (il+ \ E § `" v. + + �co 0 117 / ___----..,_ -________- � � �__-- _.-` c DOORIAPULL Y • \ + co/ \ ti _, __� \ 02017 THE ARCHITECT!ENGINEER ASSUMES NO / RESPONSIBILITY OR LIABILITY FOR THE USE OF .0111 -II THESE PLANS FOR ANY PROJECT OTHER THAN // WOOD * CLEAR "'� SPECIFICALLY AUTHORIZED BY THEM AND SIGNED TEMPERED y GLASS DOORS AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE ' AS SCHEDULED SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN --_-!— AREAS MEETING THE STATED DESIGN CRITERIA. - Al REFER TO DOOR WHITE THASSOS TILE FC-18 SCHEDULE FOR7OVER 1/2 CEMENT BO RD WHITE BLACK 1HANDLE HOUSE MARKET /// ,_ ____ � `—� SPECIFICATION __ 413'-0" A.F.F. STORE NO: B.O. DISPLAY CEILING _ 3219 - + + \ + + \ + + + + `� / + + \ + +\ \ + +\ + + PROJECT LOCATION: _- \ \ -_ WASHINGTON SQUARE • 2 3/4 j• 9336 SW WASHINGTON MN. SQUARE ROAD SPACE #: W13 / ### \ . TIGARD, OR 97223 DOOR HANDLE DETAIL 3" - 11-0" L (E) FRAMING TO REMAIN DESIGN TYPE: REMODEL \ + REVISIONS: / \ REQUIRED BY: DATE •,I i 1 \ / JMS i - i 410'-11 3/8" A.F.F. / / / / �� + LANDLORDGOMMENTS 02/07/2016 i 1 MARBLE TILE I FC-18 LOVER 1/2" CLIENT AND T B•O. (E) SALES CEILING I CEMENT BOARD ALW u, ` I/ 1 CLIENT COMMENTS 04/17/2017 NI < I + . c GYP.(E) BD CEILING I P-1C r < I3/4" F.R.T. PLYWOOD SHEATHING < + OVER 3 5/8" METAL STUDS _ a { �' 1 < + + I + + I \ + + \ + + . I Si I I (E) CROWN MOLDING TO REMAIN ` +- -INDICATES NO REVISION TO THIS SHEET DRAWN BY: BRW < I I P-1A C < CHECKED BY:RHW/ELM < / T4 1/4" .�AV,�,},9�t, < 0+ 3/4" F.R.T. PLYWOOD SHEATHING c4 < I OVER 2 1/2" METAL STUDS AT 16" 5/8" TYPE 'X' GYP. BD., PAINT I P-IA ` p- C� - < O.C. < GERM)S.SNREMSHOC LIGHT BOX PROVIDED BY SIGNAGE - LEASE LINE NOT USED P ..„. { VENDOR • j < 3II p olk� COMPOSITE PANEL AND CLEATT.O.I SIGN BOX ATTACHMENT SYSTEM BY API ' r€` WALL PANEL SYSTEM ■ , T 1 5F-8 1 5 " a H 4/19/2017 / -L + � ) ! NOTE: I DRAWING TITLE: 3/4" F.R.T. PLYWOOD SHEATHING NOTHNG IS PERMITTED TO BE ATTACHED /4 BEHIND SIGN CABINET OVER 6" TO, SUSPENDED FROM, OR PENETRATE THE STOREFRONT 1/4" WIDE GAP ` METAL STUDS METAL DECK ABOVE UNLESS SPECIFICALLY DETAILED. EVERYTHING MUST BE ATTACHED / BLACK ACM WRAPPED SIGN BOX /IN F.R.T. PLYWOOD TO THE TOP CHORD OF JOIST OR ! SUPPLIED NSTALLEDBSYG VENDOR, SECTION & ' tlI `` .////. 1O. 1/2" A.F.F. B.O. AGM PANEL STRUCTURAL STEEL. DETAIL f� COORDINATE WITH SHOP / i DRAWINGS / / 1 Ifl / / -{ 6u " CHROME TRIM SIZE TSD. VENDOR � -� 1 PROVIDED, G.C. INSTALLED �, //�/ I DATE ISSUED: D BASE TO MATCI-1 ACM PANEL ALIGN AND `s LEASE LINE EX,STING BASE THROUGHOUT Vv 12/21/2016 (TUCK ENDS) 1/16" HOLD FLUSH - REFER TO D.All 1 MAX. GAP A -- OVER i/2""ACEMENTILE BO RD15 PROJECT NO: C OF SEAM, REFER 160529 TO STOREFRONT >. DETAIL FOR LOCATIONS I I I 0'-©�� DRAWING NO: 1-11FIN, FLOOR NEW TENANT FLOORING - REFER TO A5.1 EXISTING MALL FLOORING a„. A8 . 2 b ACM PANEL SEAM DETAIL A I 1 FULL N I STOREFRONT DETAIL 3" "�1-°�� j I STOREFRONT SECTION @ SIGN BOX )A 1 1/2"= 11-°" A .._,. .....,... ,. ,. _ .., ,,. ....,`....,...,,...._....,�,.��..... ...., - OWNER: \ \ \ cl-iico's 11215 METRO PARKWAY FT. MYERS, FL, 33966 ARCHITECT/ENGINEER: N O O m fJ U , U Y' U •k 8 8 (E) MALL BULKHEAD, ." �'� Y PROTECT DURING r r a CONSTRUCTION [. N M to � N m :' 3 ° 3 0 CD CO - 3 (i -i 3/4" BLACK REVEAL 1 m Q ACM PANEL OVER 3/4" FRT PLYWOOD I SF-8 1 C tino A6.3 co DPP. ` _ 0 2 7 5/8 16'-0 1/8" A.F.F. / y STOREFRONT FRAMING - 7+ B.O. BULK1-LEAD j I ' ACM PANEL ""may REFER TO STRUCTURAL W u II X DRAWINGS (TYP.) QI 151-11 3/8 A.F.F. h I . + + C 3 T.O. STOREFRONT fCC — a� I + + + + + + I CO I - _ V , Lo // °' 45 • U U3 /� tlan QEi : WHITE THASSOS TILE OVER 1/2" _ '' 0 / CEMENT BOARD I FC-18 I d / + cnULo E • i+ +. / � c'o C2017 TITECT::::::EL-4-AATION R SSUMES NO RESdP°FICN?Li Y OR LIR THE USE OF THESE OR ANT OTHER THAN ' SPECITHORIEM AND SIGNED• - AND SEALED FOR SUCH OCIN THE OPP.A 1_,..,, _ STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. / + + I //+ % /' + +/' 4T.O.4ACM PANEL . - _+ / + +/ /+ + r/ WHITE BLACK • += + + HOUSE MARKET +— Lil± + / STORE N0 8" HIGH "WHITE HOUSE BLACK // -} 3219 MARKET" LETTERS, CUSTOM 1 BLACK ACM SIGN CABINET + WHH TH ITE PUSH _ I / PROJECT LOCATION: ILLUMINATED LETTERS, I • PROVIDED AND INSTALLED BY " // WASHINGTON SQUARE TENANT'S SIGN VENDOR. G.G. TO COORDINATE 1, / • 9336 SW WASHINGTON - SQUARE ROAD 3' SPACE #: W13 REFER TO STRUCTURAL .= ITIGARD, OR 97223 DRAWINGS (TYP.) FMING TO + —i + + I I + + SHOWN�HATCHED REMAIN, DESIGN TYPE: / / REMODEL 1I -4 1/2 A.F.F. .. . , , + + 1-.. _ 71 + + / B.O. ENTRY CEILING I 11'-2 1/2" A.F.F. . - IREVISIONS. B.O. ACM PANEL J REQUIRED BY: DATE CHROME TRIM, SIZE TBD. VENDOR ~'--—— ---- Y''' ‘~ / / / / / 10'-11 3/8" A.F.F. AMS PROVIDED, G.C. INSTALLED ,. 6" B.O. (E) SALES CEILING CLIENT AND 1/4"/ LANDLORD COMMENTS 02/07/2016 ALW CLIENT COMMENTS 04/17/2017 a (E) SUSPENDED GYP. BD. 5/$" TYPE 'X' GYP. BD., / I , CEILING, PAINT( P-1C I PAINT 1 P-IC ( 1 i / / WHITE THASSOS TILE OVER 1/2" . (E) CROWN MOLDING CEMENT BOARD! FC-18 1 '.L = TO REMAIN ' `INDICATES NO REVISION TO THIS SHEET . t P-1A 1 DRAWN BY: JMS q'-2" A.F.F. CHECKED BY:KMM B.O. TILE 41'-0" A.F.F. B.O. MULLION "r'. 5/8" TYPE 'X' GYP. BD., PAINT( P-IA 1 0 004. I at ‹P LEASE LINE '""� © GERALD S.SIIREMS 4D ;#,,ex 3769 ,LINE OF ACM PANEL (BEYOND) a• �%• �._ -/ 1/4 h2 7/81#t"' OF0 .. v NOTE: NOTHING IS PERMITTED TO BE ATTACHED 4'-2 7/8" METAL DECKD ABOVE UED NLESS SPECIOR �FICALLYTE E 1 A DETAILED. EVERYTHING MUST BE ATTACHED TO THE TOP CHORD OF JOIST OR 1/2" CLEAR TEMPERED GLASS II* STRUCTURAL STEEL. NOTE: 4/19/2017 G.C. TO VERIFY ALL EXISTING FRAMING IN FIELD. IF DEFERS FROM SECTIONS, CONTACT DRAWING TITLE: I PM. STOREFRONT I SECTION 1 S 1 A5.3 OPP. DATE ISSUED: h/1/ r��` ., START TILE 12/21/2016 0'-6" A.F.F. EQ" Eo.I PROJECT NO: T.O. BASE I 1 1 160529 - I 1 1'0,-0" 1 X I I DRAWING NO: FIN. FLOOR L / EXISTING MALL FLOORINGMALL MATCH FLOORING %%)'—"---)�.—� NEW TENANT FLOORING - REFER TO A5.1 REFER TO A5.1 2 c .i A8 NOT USED J STOREFRONT SECTION a@ DISPLAY WINDOW 11 1'2 1 -° A I d . 1 ,4 OWNER: A LEASE LINE (E) 6" METAL FRAMING 1 WHITE TI-IASSO5 et. ,' t. TILE 1 FC-18 I v 1 (E) SOFFIT 1 ChICOVS 1 X NI-IITE T1-IASSOS K.- x PAINT P-1A 1/2" CEMENT A TILE FC-18 LEASE LINE ./ r' I LI 1 BACKERBOARD .011 III LINE OF STOREFRONT SYSTEM, BEYOND t -I 'f 1/2" CEMENT x x X ALIGN . TI-IINSET 11215 METRO PARKWAY 1.4 LEASE LINE xx ';04 BACKER:*•RD TWI-11..IETEI FTCH-Al8S1505 4 60 x.4 FT. MYERS, FL. 33966 A / A 1 • 4 1/)" F. TO SECTIONS 1/2" CEMENT 5/8" TYPE 'X' GYP. BD. li • , • ,•,f- G.C. TO PROVIDE SI-10P DRAWINGS PAINTI p-LA 1 A REFER TO \1/4" TO OWNER FOR APPROVAL, PRIOR , / ' -j I91 T.O. ACM PANEL BACKERBOARD 0' A 60 6 STRUCTURAL _ . ..h , ARCHITECT/ ENGINEER: TO FABRICATION OF PLINTI-4. ,. COORDINATE WITH OWNERS P.M. + NI I lgl 14(44?"# ° A I ...g 15 E g, I ACM PANEL OVER , ..., REF. TO SECTIONS4„, T.O. ACM PANEL 4.151- 2.L1 , 1/8" BEAD ACRYLIC -....\_,.........., WHITE SEALANT A . :,..., . q ..).c .c.c.) 1 13 ' .ae .1 CLEAR TEMPERED - 3/4" FRT PLYWOOD --T--- , , , GLASS - REFER + + ibh, ...w. I SF-8 I , F.R.T. WOOD \ + ± + + .f li 1g TO A/A8.1 I BLOCKING AS 5/8" TYPE 'X' GYP. BD. / FL 1 .9 \ LII) I . —— . \ . 'It"--------- ACM PANEL OVER REQUIRED t. — SEAMED FACE TO BE \ I PAINT1 P-1C I 1 IN (i) E cg f, . ON INTERIOR OF 0-0 A.F.F. al 4/./-•.1:1N.," \ FRT PLYWOOD _ STORE p.- T.O. BASE Nur •... FRAMING - REFER TO ± \ ± + + + SF-8 U) CD .E. cri -i — STOREFRONT STRUCTURAL DOOR HEAD TO MATCH / I -0 )-• .11 STOREFRONT BASE 44.- + + DRAWINGS I I STOREFRONT SYSTEM .c 8 E . - : 111---- ix CI-IROME TRIM, SIZE TSP. I • INSTALL PER ± ± I -I- , . . 10'10 Vii) .----- MANUFACTURERS I TALLED I * ...-- SPECIFICATIONS , / ' , g • / REF. 0 SECTIONSk . co Lt----- ---- fir.." B.O. M PANELY I .11 CLEAR TEMPERED GLASS AS SCHEDULED 2 v. I T FINISH FLOOR* e 1 0 .... .. WHITE T1-IASSO TILEI FC-I8 I . 2 7/8"± 4 1/2" .1„t 1.1.1 >7. OVER 1/2" CEMEN BOARD , t .- 3" = .11-01. s vsf 1 3" = 10" NINK I , 1 311 = 1%4)11 D STOREFRONT BASE OREFRONT DETAIL 1 _ . DOOR HEAD 1 _ 05, oz ;pi. — 4" II BLOCKINGNXIS IAIGITA 1Q-*) I STOREFRONT STRUCTURAL (E) MALL BULKHEAD, 4n ..Y m FROERFERTOFRAMING SECT1ONS INFORMATION 14CTOgGINLUEOUB0S BOLTS. MTEOTGAGLLE BOLTS CANNOT BE USED, (EX: THE HAT CHANNEL SITES IN THE WAY OF THE TRACK), THEN FLAT I-IEAD SCREWS MATCHING SPIDER TRACK ARE TO BE USED FOR FLUSH MOUNTING - . I -4 . FRAMING - REFER TO DRAWINGS - EXISTING CONSTRUCTION TO REMAIN PROTECT DURING CONSTRUCTION -C 65 G 0 P to ..c -ea N. co 0 to /. E § 3 -\ . 1_ m 5/8" GYP. 13D. ON 3 5/8" METAL STUDS 2 . ACM PANEL OVER 3/4" FRT PLYWOOD' SF-8 A REF. TO SECTIONS I-- 1 1 AT 16" O.C. BY G.C. PAINT I P-IA t w• . \ , - 1 A / , ± ± + ± 8.0. BULKHEAD* c2017 THE ARCHITECT/ENGINEER ASSUMES NO - . - • RESPONSIBILITY OR LIABILITY FOR THE USE OF ... . T.- THESE PLANS FOR ANY PROJECT OTHER THAN .-4 / \ ± ± \ \ ± ± I + ± . F.R.T. BLOCKING AS REQUIRED DOOMRE TRIM, SIZE G.C. v\- SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE I ± ± + . , VENDOR \ \ AREAS MEETING THE STATED DESIGN CRITERIA. .... ''',.J \ \ • STATE,SEALTHIS PROVINCEBUILDING OR USE iIS c:TERRITORYNLY SHOWNAPPLICABLE ONTHE IIN INSTALLED C — -1 </ A I \ ± + \ ± + -I- ± , ....,\N at- i ____nit_ I I v 1--- --I, , I _ . , . . , i _. _ ...--- ____ _J 1 [ _ _/_____ REF. TO SECTIONS4_ //1 ± ± : - WHITE BLACK 5.0. ACM PANELY 3/4" BLACK . _. 1 g , H3__FT-7ti-4 STOREFRONT SYSTEM \+---\\+-\\ )6 _ x x x-01 METAL REVEAL 141-11TE THASSOS HOUSE MARKET I AS SPECIFIED. X TILE 1 FC-18 I STORE NO: x EQ. , 1\ EQ. 0,- I x 3219 1 5i, 12" \ — SPIDER . .41 1/2" CLEAR TEMPERED - FRAMING, REFER TO I 1/2" CEMENT -0• / %- TRACK STRUCTURAL I BACKERBOARD . PROJECT LOCATION: 5/8" \ GYP. BD. OVER \— CONVENIENCE DRAWINGS 1 GLASS i THINSET WASHINGTON SQUARE AT 1 6" O.C.0.C. PAINT P-1C16,11 . N \l/4" SQUARE ROAD 3 5/8" METAL STUDS OUTLET-TA3.1 REFER \1/2" 4 1/2" ) 9336 SW WASHINGTON 1 1 . 51/4" , SPACE #: W13 . . 1 1 TIGARD, OR 97223 I 3,, ...,.... 1...0,, C SPIDER TRACK DETAIL A L STOREFRONT DETAIL A 1 G STOREFRONT HEAD , I _ DESIGN TYPE: _ REMODEL ---. REVISIONS: 0 . . • ' . I REQUIRED BY: DATE BUILT-UP BOX i j LINE OF BASE BELOW COLUMN - REFER • . AIMS TO STRUCTURAL CLIENT AND DIA1GS. (TYP.) WHITE TI-1ASSOS TILE IFC-18 I 5/8" TYPE 'X' GYP. BD. --------...... " . . . LANDLORD COMMENTS 02/07/2016 I WHITE THASSOS TILE OVER PAINT I P-1A I LEASE LINE 4. THINSET THINSET OVER 1/2" CEMENT / ALALIN BACKBOARD OVER METAL ," / 4 InIk CLIENT COMMENTS 04/17/2017 LINE OF SOFFIT, .6.,.. 1/2" CEMENT STUD FRAMING FC-18 I./. . .., ABOVE , .6. BACKERBOARD r 1/2" CLEAR • • , .... SEALANT JOINT A 5/8" TYPE 'X' TEMPERED 1 — 1 N 0 CORNER GYP. BD. G.C. TO REMOVE PORTION GLASS REFER TO -,---,.. QUIRK MITER JOINT AT PAINT I P-2A I STRUCTURAL NALILSOEAUTLASNIDTE CORNERS OF NF D(E)MODIFYGYP. (BED). , - A / COLUMN - COLUMN. G.C. TO PATCH 4 '. — 6 FRAMING NI1,11 ..L.,,,_ i . DWGS. (TYP.) BUILT-UP BOX TO INSTALL (N) BOX L - 1 . 4 5/8 ' WI-IITE • - , 101-4 3/4" HOLD • \ / / REFER TO REPAIR GYP. BD. TO LEVEL L T1-1,45505 L p 401 FINISHED OPENING ' STRUCTURAL 4 FINISH AFTER .."..• .r-.. 11-.. ... *INDICATES NO REVISION TO THIS SHEET TILE FC-18 , , • , - . - , , , 1 _ _ _ _ _ To (PR) 31-0" DOORS REFER TO A8.1 • 2 DINGS. (TYP.) .. INSTALLATION -1- ' mit / / i' /- cfill 11 MI THINSET I-- ..,,,,* — — DRAWN BY: BRW 0 — TRANSITION STRIP 1/2" CEMENT HOLD c4 ...\- ---- _ I '. BACKERBOARD ACM PANEL IF ALIGN i K.- -- -- --' 1 ; li I -r \ • •-• 7.4., 'SI \ 1 STOREFRONT NI-IITE THASSOS TILE i-Fc-113 I CHECKED BY:RHW/ELM OVER 3/4" FRT y I SYSTEM AS -,-- • PLYWOOD 1 SF-8 I in to SPECIFIED LINE OF ACM ITZ. CEMENT ‘48t;41,VD AR04.?„ _1 '1. •=r— CHROME TRIM, SIZE TBD. .i,rd N.N._ fc PANEL, ABOVE BACKERBOARD te% VENDOR PROVIDED, G.C. 0 iP %..i INSTALLED A , . -. h. S.C. LEASE LINE A 4.4 GER=S.SHREWISH MINIIIIIIIIIMIM NM SIM MN OM BM anall MIN IMINIIMMIIIIIINI • 3769 IAII-IITE THASSOS Ella I 1 1 1/2" = 1'-O" I Do 1 1 1/2" = 1.-0,, B ./eLINE OF SOFFIT TILEs1 _1-18 . STOREFRONT DETAIL c) , STOREFRONT DETAIL 1 _ I ABOVE 16 - I ' 0 F OOSS ENTRY DOOR \ AS SCHEDULED I/2" CEMENT (4) DUSTPROOF STRIKES BACKERBOARD — — INSTALLED AT BOTH OPEN AND +4 - 6 -1/4-•• CLOSED POSITIONS. REFER TO \\ (E) CONSTRUCTION DETAIL A/Al2.I FOR INSTALLATION 7o TENANT (E) --....._."-..."-...-....-A.......\_ TO REMAIN (E) CONSTRUCTION INSTRUCTIONS. COORDINATE FINAL cn co SEPARATION 1 TO REMAIN ' LOCATION WITH PM. HOLD OPEN co+4 : WALL AS 'I' TO BE 105' TYPICAL. G.C. TO . LINE OF BASE ••••*. 4 in (E) CONSTRUCTION \ 4/19/2017 SCHEDULED --.., T 64 TO REMAIN BELOW T VERIFY DOOR HANDLES DO NOT in \[\ Alk 1 70 CONFLICT WITH ADJACENT STOREFRONT IN OPEN POSITION. REFER TO DRAWING TITLE: STRUCTURAL -c-•- . 6 LEASE LINE 6— DWGS. (TYP.) REFER TO STOREFRONT N\ I REFER TO STRUCTURAL DOOR STOP - REFER TO DOOR SCHEDULE IDS STRUCTURAL T(UTRyApL.) --' t DETAILS DWGS. (TYP.) L tIOVAIM AIM LINE OF SOFFIT . ABOVE 3/4" BLACK METAL IN 3/4" BLACK REVEAL PER MALL _ . .., L _ I -.. METAL REVEAL •...":-- STANDARDS 1.7..! allh 1 0 0111° ' Ll ir: PER MALL DATE ISSUED: STANDARDS ..... Tv I- . LEASE LINE 12/21/2016 LEASE LINE , ...... - - • . '1 _. ...... . . ,, • .\__ LEASE LINE I1 , .6. LINE OF ACM PANEL ABOVE \\I--- 1/2" CLEAR TEMPERED GLASS 461 • WHITE THASSOS • . 2112 .41 I itAli REFER TO A6.1 REFER TO A8.1 PROJECT NO: I• 160529 E-2 TENANT SEPARATION TILE FC-18 - /2\ WALL AS SCHEDULED A8.3 WHITE THASSOS TILE' FC-18 I • ._ _ THINSET DRAWING NO: THINSET STOREFRONT SYSTEM 1/2" CEMENT 1/2" CEMENT BACKERBOARD AS SPECIFIED (TYP.) BACKERBOARD LEASE LINE LEASE LINE , NEUTRAL PIER DETAIL 11/2 = I- N STOREFRONT ENTRY " 0" 11 1/2" = 1.-0" E NEUTRAL PIER 1 1 1/2" = A8 • 3 1.-0" A _ I _ I _ NOTE: DRYWALL SCREWS ARE NOT k NOTE: DRYWALL SCREWS ARE NOT• OWNER: t • / ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT 7 ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT/ r ch i co s / SCRIBE AS REQUIRED TO / ENSURE THAT TRIM FITS / TIGHT TO FACE OF WALL 11215 METRO PARKWAY 11 3/4" i 1'-11 1/2" �/ 1'-11 1/2" y, 11 3/4" D / END PANELTYPICAL PANEL TYPICAL PANEL END PANEL Aq 1 / WALL AS SCHEDULEDn T-5 I FT. MYERS, FL, 33966 L L A . SIM. / P-15 L / 3/4" F.R•T. BLOCKINGW/ WALL AS SCHEDULEDuu �(2) #12 X 2" LONG SCREWS ARCHITECT/ENGINEER: ) AT EACH STUD• III 11111 I 1 I 1 1111111111 r///I I M l l l J l l l l 1111111111111111111111»11»))/))»,->))>) »»)) »»))»))))))»» )//////////4 V i I 11)))))/>)A / /1 //// 'iiii • 3/4 F.R.T.2" LONG INC W/ 1111►1 11)) 1/ �)) Y31� I (I C ;/ . (2) *12 X LONG SCREWS E E //////iy//J////41/////////////////////i//////// // ////////////////////////////////1p///////////r/// f �..• `.� a o 0 Li, l / / AT EACH STUD. .� o ;i A _ CLIP, RIVETED TO ALUMINUM / ) i U U aa�� Y •I WALL STANDARD (SHIPPED ___ � / 4 L L LOOSE AT END TRIM). 2 E E CLIP, RIVETED TO ALUMINUM o 0 m E —3/4" F.R.T. BLOCKING SUPPLIED AND PAINTED M.D.F. PANEL. SUPPLIED BY —WALL AS SCHEDULED / WALL STANDARD (SHIPPED y N N INSTALLED BY G.C. REFER TO SECTION. A OWNER AND INSTALLED BY G.C. �'`� ` LOOSE AT END TRIM). 0 L El.' 2 1 Aq.l ROUTED GROOVE IN BACK • I uLi ctn END TRIM (TYP. OF 2) ALUMINUM WALL STANDARD. CAULK WITH PAINTABLE CAULK AS SIDE OF WALL PANEL TO � , cri >, (TYP. OF 3) NEEDED WHERE PANEL MOLDING MEETS u 0 WALL. (ALL 4 SIDES) / RECE{VE CLIP / ROUTED GROOVE IN BACK PANEL TRIM MOLDING SUPPLIED BY DO NOT CAULK AT PANEL SIDE OF WALL PANEL TO I T- OWNER 4 INSTALLED BY G.C. G.C. TO TRIM / RECEIVE CLIP ALUMINUM WALL SCRIBE A5 REQUIRED TO ENSURE THAT / STANDARD. ATTACHED W/ Vii) MOLDING FITS TIGHT TO FACE OF NALL - / (16) *8 X 2 3/4" LONG �r AND PANELS. (TYP. TSB AND BOTH to SIDES) / FL TMA D SCREWS @ / ALUMINUM WALL STANDARD. ATTACHED W/ O / PRE-MANUFACTURED (16) #8 X 2 3/4" LONG co2 LOCAT IONS / _ / FLATHEAD SCREWS @ O / PRE-MANUFACTURED I / LOCATIONS L� c /CO .a 1 1/2" = 1'-0" 311 = 11-0" 311 = 11-011 cc 3 2 WALL PANEL PLAN 0 .4. _ 1 _ M WALL PANEL DETAIL _ H WALL PANEL DETAIL D z U r _c Cn G V) .'z) ,T2 'O OEI`n U) Ulin 4* (C) 2 o d• tAtz.• a.: 0 02017 THE ARCHITECT/ENGINEER ASSUMES NO NOTE: DRYWALL SCREWS ARE A THESE PLANS OALINY RITY FOR THE RSHOF AN THESE PLANS FOR ANY PROJECT OTHER THAN SPEIFICALLY AUTHORIZED BY THEM AND NOT ACCEPTABLE FOR PANEL/ Aq•1 AND SEALED FOR SUCH SPECIFIC LOCATION INNED THE CLEAT ATTACHMENT STATE,PROVINCE OR TERRITORY SHOWN ON THE yy I iSEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 1 .. -,-..-... - . 4' REFER TO REFLECTED AREAS MEETING THE STATED DESIGN CRITERIA. I WITH METAL STUD SIZE STUDSMAN CORXD NCEEE CEILING PLAN DETAIL F/A11.2 WHITE BLACK GYP, BOARD CLC. @ VARYING HEIGHTS. HOUSE ldAB Z1g T / j REFER TO SHEET A3.1 /I CLIP FOR END TRIM END TRIM ••• 71 LONG (TYP. OF 8) G.G. TO (TYP OF 2) 'I O STORE NO: EXISTING CROWN MOLDING - PAINT P-iB 3219 ATTACH WITH #8 X /. 1 2 3/4" LONG FLAT ALUMINUM WALL STANDARD • : .� T_4 I PROJECT LOCATION: / j ,I+��i A , •�' REFER TO HEAD SCREWS @ 71" LONG (TYP. OF 3) I I ! REFLECTED CEILING PLAN PRE-MANUFACTURED '�• P-IB WASHINGTON SQUARE LOCATIONS. >, rI pd 7 1—ii//1 9336 SW WASHINGTON 1 � SQUARE ROAD I __+ i j 1 AFTER MDF PANEL INSTALLATION, G.C. SPACE #: W13 �/ I TD INFILL GAP WITH G.G. SUPPLIED 5/8" PANEL TRIM MOLDING SUPPLIED BY OWNER +$ TIGARD, OR 97223 i '� 1 GYP. BD. TO ALIGN WITH PANEL - •` _ C INSTALLED BY G.C. G.C. TO SCRIBE AS �� (E) CONSTRUCTION (SHOWN HATCHED) 3/4" F.R.T. BLOCKING. REQUIRED TO ENSURE THAT MOLDING FITS TYPE: SUPPLIED AND INSTALLED TIGHTut TS TO FACE OF WALL AND PANELS. (ALL 4 SIDES) DESIGN REMODEL \� BY G.C. It 1 P-IB i I 7'-8" A.F.F. REVISIONS:I ' '''N'''N''N'''') ,/ ( I OF F.R.T. PLYWD. BLOCKING �— ( i REQUIRED DATE I ..,-.n/i „,,,,,,,,-I.--.':, ,,,,,: l X 1 1 I I a -G.C. TO ENSURE BLOCKING RUNS AS - = D AJMS CLIENTAND I 6-9 1/2 A.F.F. SHOWN IN DRAWING. FROM TOP OF M i LANDLORD COMMENTS 02/07nols to /1/ I-/T 7 I ,_ „,,,, / ,C. OF F.R.T PLYWD. BLOCKING . _ AA STANDARD TO BOTTOM OF STANDARD TYP. II1 AND TO EDGE OF LEFT E RIGHT SIDES. WALL AS SCHEDULED CLIENT COMMENTS 04/17/2017 C:i.STYP. -�' `'..\ /1/41 E - •�` ;0\ , ' V-10 1/4” A.F.F.��. 1 OF F.R.T. PLYWD. BLOCKING* i I I \� 1 M INVj O ' 4'::11/2" A.F.F. � O •INDICATES NO REVISION TO THIS SHEET t.t cQ OF F.R.T. PLYWD. BLOCKING �' 3/4" F.R.T. BLOCKING �s __+ 4-- ''::- I (TYP.) �'�„ � ;- DRAWN BY: JMS . 1/14/ - %� WC-11 I 4'-2 1/4" A.F.F. CHECKED BY: RHW/ELM BACKWALL \s-..,••„•‘. I t I 70 I �. OF F.R.T. PLYWD. BLOCKINGVI ' `., !� . , ni• D A _ R 1 MDF PANEL SUPPLIED BY OWNER AND ( j H VI> INSTALLED BY G.G. ! 1 > _ Aq.1TYP. .t l 1,01/ I,' = IN'''t< . ', PAINTED MDF PANEL SUPPLIED BY OWNERGERALBS.SHREMSHO - ,- a AND INSTALLED BY G.C. - 3/4" F.R.T. • ',3769 , "o �, OF F.R.T. PLYWD. BLOCKING T - 2��/2 A.F.F I V—) BLOCKING PROVIDED AND INSTALLED BY G.G. �� (// 2 -4 1/2 A.F.F. °‘‘O �I "P - ( CO � IC OF F.R.T. PLYWD. BLOCKING '',N ! 1 2'-O 1/2" A.F.F. ,_,______ i___,_._ I B.O. NALL PANEL* �; R . _ 1 1 A9.2 It,,,,..< D A9.1 IV 10" A.F.F. INSTALLED ON 5 TE BE CUT AND ! \t ,/ 51M PAINTABLE WHITE CAULK C OF F.R.T. PLYWD. BLOCKING - _ T, PAINTABLE WHITE CAULK o 4/1912017 ,'� END PANEL (MODIFIED 1y (E) BASE - PAINT P-1B TYPICAL PANEL) DRAWING TITLE: (71 1/2" X 11 3/4" WIDE) FLOOR FINISH - REFER INTERIOR 1 ,-a TO FINISH PLAN (TYP. OF 2) /.--!f; 1 �I (N) WOOD BASE TO MATCH = � _+ • 1 I EXISTING BASE O'-O„ N o,_o" SECTIONS AND _-. A • - _�+ FIN. FLOOR — I_ FIN, FLOOR DETAILS TYPICAL PANEL (71 1/2" X 23 1/2" WIDE) DATE ISSUED: (TYP. OF 2) 12/21/2016 PROJECT NO: 160529 DRAWING NO: NOTE: DRYWALL SCREWS ARE NOT ACCEPTABLE METAL STUDS IN ACCORDANCE WITH STUD NOTE: ALL SCREWS ARE BY G.G. I FOR PANEL/ CLEAT ATTACHMENT I SIZE MATRIX. SEE DETAIL F/A11.2 A9 n — I n n — 1_ n � EXISTING CLOSET SECTION A, -1 1 — 1 -o N WALL PANEL ISOMETRIC 1 - 1 0 1,. = 1,...0.. _ _ E WALL PANEL SECTION _ A NOTE: DRYWALL SCREWS ARE NOT PREFINISI-IED BLACK GLOSS TRIM 4 CORNERS; OWNER: ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT x�/2„ G.C. TO CUT TO SIZE AND ATTACH WITH 1 \r. _k...._ LIQUID NAIL. DO NOT PUNCTURE NOTE: DRYWALL SCREWS ARE NOTC Fl ' C El/S / t ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT /= • OWNER: ,, 7'-4 1/8" chico's 1'-11 11/16" 3'-4 13/W �. 1'-11 11/16" 11215 METRO PARKWAY FT. MYERS, FL. 33966 • a ARCHITECT/ ENGINEER: .g tai o5 -1-,--- ' .. _ C.C_T (110 1 Y f1 CO Q O N` W ._s....s...s._s_s_...oiiiimmi :i `<i H 0- U i) t k o to 07 c _1 to -i Ill VP) •zr �� m v LaU >; cz 1 1" = 19 _0 " CC 2 CASHWRAP PLAN I _ M = :141 o in in WIRE CHASE CUT-OUTS WIRE CI-IASE CUT-OUTS in U T AT SIDE PANELS (TYP,) AT THE BOTTOM OFMI U BASE CABINET (TYP.)-\ V) Q cc 11 13/16" \j, 1 1 = cncn \., � r / �1 U i i \41 i ..„.7., CI Pc) A— 'L O Ea16 7 c. ii.ilitiommilimummilooliiimmilim o WIRE CHASE <t WIRE CHASE WIRE CHASE WIRE CHASE (ilr----—1 1———I = 1—— ——I r---it-) �~� ,' ©2017 THE ARCHITECT/ENGINEER ASSUMES NO Fr---- _ /^_ r _ �--TYPIGAL ACCESS RESPONSIBIUTY OR UABIUTY FOR THE USE OF 1 11 L_� I LIJ n PANEL AT THE BACK THESE PLANS FOR ANY PROJECT OTHER THAN N SPECIFICALLY AUTHORIZED BY THEM AND SIGNED _ I ( I _ OF EACH STORAGE BAY `•. AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. I M + I " --ADJUSTABLE II- N I I SHELVING I I II I I I DIVIDER PANEL L JI �L -j WHITE BLACK 15 K/I6" j.. HOUSE MARKET I I • I ( STORE NO: c. ACCESt c. ACCESS 3219 PANEL PANEL 10 3/4" �r 7 1/4" �� 23" I 23" �1, 7 1/4" 10 3/4" PROJECT LOCATION: / I WASHINGTON SQUARE TRENCHING FOR ELECTRICAL 9336 SW WASHINGTON I d DATA CIRCUITING TO SQUARE ROAD CASHWRAP (COORDINATE SPACE #: W13 LOCATION IN FIELD) 1" = 1'-0" NTS TIGARD, OR 97223 ACCESS PANEL PLAN _ L CASHWRAP ISOMETRIC _ C DESIGN TYPE: REMODEL V-9" M REVISIONS: 811 11-4" Q11 A9.4 11 ♦ I I REQUIRED BY: DATE TYPICAL ACCESS PANEL •.: CLIENT AND AT THE BACK OF EACH LANDLORD COMMENTS 02/07/2016 STORAGE BAY 1 I S .S ! © CLIENT COMMENTS 04/17/2017 4 / / \N _ WIRE CHASE �� TYPICAL ACCESS CUT-OUTS AT SIDE PANELS (TYP.) PANEL AT THE N.®# -....--=."BACK OF EACH1 I O O STORAGE BAY ,,,� ! V DOOR BUZZER i TYPICALco ACCESS - 1 _ PANEL AT THE o1 N o q O -in ..•() 0 1 / \ r 0 t'v BOTTOM OF EACH "in o _I _1 STORAGE BAY \ N N 'INDICATES NO REVISION TO THIS SHEET TRENCHING FOR �� O [ o1 I a ' r , r ELECTRICAL +1 DATA TELEPHONE OUTLET L PREFINISHED GASHWRAP DRAWN BY: JMS CIRCUITING TO -..._ � A9 4 CHECKED BY: RHW/ELM CASHWRAP (COORD. -DEDICATED QUAD O 0 0 0 LOCATION IN FIELD) Wy OUTLET III ..r II 1 4 �vED'Rc. J WIRE CHASE CUT-OUTS AT THE BOTTOM OF BASE7'-4 1/5" � MAIDS.SIiIiEMSH�y� CABINET (TYP.) • .c76• 'j _ CASHWRAP SECTION lit = 1 -°" I P CASHWRAP REAR ELEVATION 1" = 1 -0" '� � - B • °FOS P N 2'_yin r ♦- A9,4 A9.4 8" / I'-4" 9'1 1'-11 11/16'11 I � 3'1 -4 13/16" �( 1'-11 11/16" /(. I I / 4/19/2017 To DRAWING TITLE: it TYPICAL ACCESS 1 II WIRE CHASE CASHWRAP PANEL AT THE ' 7 CUT-OUTS AT SIDE DETAILS BACK OF EACH PANELS (TYP.) STORAGE BAY -_.- ------ _ / DOOR BUZZER s =si --.....'""-- ---- . [ TYPICAL ACCESS o ' 0 I cn0 PANEL AT THE 7 N 0 iDATE ISSUED: BOTTOM OF EACH iv iv STORAGE BAY O O o • TRENCHING FOR O O `'' INTERNET ELECTRICAL 4 DATA TELEPHONE OUTLET PROJECT NO: CIRCUITING TO DEDICATED QUAD PREFINISHED CASHWRAP CASHWRAP (COORD. OUTLET 160529 LOCATION IN FIELD) III 1 1 \ 11. I DRAWING NO: • , \''14- 1 WIRE CHASE I I J CUT-OUTS AT THE BOTTOM OF BASE LOOSE BASE SCRIBE TIGHT TO FLOOR CABINET (TYP.) A9 • 4 CASHWRAP SECTION 1 N CASHWRAP FRONT ELEVATION 1 - A 0H1 MASTER VERSION 1.2$.12 _ i OWNER: chicois 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT/ENGINEER: — tai V, E E _ .. < § .§ U Eco E0 0 0 00 a) a) c r .-_c _c ,. 0 cisco 1 I ! ! "o I i5 15 2. w 0 E I= (10,1 Tr 2 Lo 0 co .7r = 0 WI• - . d Lo NOT USED S NOT USED M NOT USED H NOT USED Dl Ct C (% 0 1 Vii) .Z-t) g 4z HANGING ROD TO BE ADJUSTED IN 0 a. 0 E Lo • TI-IE FIELD TO BE POINTED E ; it TOWARDS CAS1-IWRAP e 0 ii-a CD ;Z. 4J 02017 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR IJABIUTY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED 10 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE ----___ STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. — ---- - s-s .. ..,..... s--PREFIN151-1ED - ,__ BACKWR,AP -- _ WHITE BLACK - - - _ , HOUSE lIARLET - _ -'---G.C. TO INFILL GAP - SCRIBE BASE TIG1-IT STORE NO: 3219 , -......,_ <--- ,,. • .- • ..........„... SQUARE ROAD < .." • SPACE #: W13 --.. ..... -..,....1 ..., • TIGARD, OR 97223 I N.T.S. --•**... ......................... BACKWRAP DETAIL - 1 R , -----. ,-- , . .....---.... <_- -- \\ ..,___ --..„...s_ DESIGN TYPE: • REMODEL -..... ..... • • • • - - < • • .,) REVISIONS: t , I \ REQUIRED BY: DATE \ 00° / ANI 71 . A. CLIENT AND ADJUSTABLE \ // LANDLORD COMMENTS 02/07/2016 •., SHELVING SYSTEM T.- ,' CLIENT COMMENTS 04/17/2017 . 111111111% ., ---..,....„. R b i a .in ti.vr TV _ *INDICATES NO REVISION TO THIS SHEET DRAWN BY: JMS CHECKED BY: RHW/ELM II . •. DA \---PREF I NISHED BACKWRAP te' • ...a GERALD S.SHRESASA. . . 769 ar BACKWRAP SECTION 1" = 11-0" 1 P 1 BACKWRAP ISOMETRIC I N.T.S. , P Nol 1 B r• 0 F 13\1. CUT OUT AT BACK OF BACKWRAP P N FOR ACCESS TO FLUS1-1 MOUNTED Aq.5 Aq.5 V-10" /- le POWER AND DATA OUTLETS I I 4/19/2017 1 11 in I A \ ..._,..„ I DRAWING TITLE: PREF I NISHED BACKWRAP BACKWRAP 1i _ ,—J-SOX IN DRYWALL s......." ..i , CONSTRUCTION FOR .0 ;. ./ . DETAILS I PCIAlER AND DATA - ./ N. I i OUTLETS 1--- ./ N AN =co if n 0 , I I . 01. 1 ..- . , d ro i Lii a '/l— li D l° I I —CUT OUT FOR POWER in 1 ....:f _ __ , _ **•• I —F - - • liaole--- AND DATA ACCESS in = • i 1 1 i I N /' DATE ISSUED: •• I 1 N. .-/ = =C EEE. T = 12/21/2016 . . .. oe . • '`... , QUAD POWER OUTLET AND DATE PROJECT NO: • = .../ •-,-/ __ _ OUTLET - CONFIRM LOCATION , - • WITI4 ELECTRICAL DRAWINGS 160529 • U , •, , PREFINIS1-IED BACKWRAP DRAWING NO: I 71-'1" I / , • A9 a 5 i_o" 1„ = 11.0ff A 1 BACKWRAP SECTION 111 = 1 N I BACKWRAP FRONT ELEVATION C441 MASTER VERSION 10.05.12 OWNER: chicoPs \ 11215 METRO PARKWAY FT. MYERS, FL. 33966 ....1 2 1/2" CASINC 3r• (E) GYP. BOARD CEILING. (E) GYP. BOARD CEILING. RECESSED CAN LIG44TING. (E) GYP. BOARD CEILING. RECESSED CAN LIG1-4TING. PAINT P-2C RECESSED CAN LIG1-ITING. PAINT P-2C REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATIONS PAINT P-2C CURTAIN TIE BACK MOUNTED REFER TO REFLECTED CEILNG REFER TO REFLECTED CEILING @ 20ANGLE AT 31-61" A.F.F. PLAN FOR EXACT LOCATIONS PLAN FOR EXACT LOCATIONS ARCHITECT/ENGINEER: /%1L±7 ///'' / GYP. BOARDI WC-101 -5 t EE o o o o 00 4111110 1.) 1 3'-'9" A.F.F. V -7// Al / //////ry ;/.4._G / :k2 § § a.,//////// REFERRCTF0* 4 U f;-s ? g - . . . cr. : WI CI CENTER OF TIE BACK s'f' 11 : I: GYP. BOARD REFER TO4N REFER TO // 0 2 2 1 Z IWC-I01 .- /„--. /, WALLS , e .. r---,/ ,1 FITTING ROOM ALCOVE FITTING ROOM // / AlNO) •- /ro -,--r i g E Z CURTAIN ROD /__Z i GP-0" A.F.F.4 c11-0" A.F.F. 4_ // ,-,, // 3/4 x 4 F.R.T. L--.. I /- / B.O. TRIM T 0 WALL 1' / i 4. ,c I / INSTALLED AT 6" \ 4 GYP. 130ARE • • • im ..• GYP. BOARD 310// /, IN-WALL t4 Z ABOVE CASED OPENINC z/ 1 WC-I0 1 • 1WC-101 // , BLOCKING \l‘ HANG BARS // P A10. /- • • •4' // // i •*: Lo • // // 7 / 49 • PROVIDED // SIM. / • • ,.• BY TENANT // / ---=• •, -,=- 3/4 x 6 F.R.T. IN-WALL // // ' / i INSTALLED /,r EQ. 6" EQ. . / - CLOTHING HOOK 4:1 :,..,__3/4 x 6 F.R.T. BLOCKING FOR FREE • -3/4 x 6 F.R.T. -.7 I; •=, / / - 4 --- IN-NALL ESLK1G STANDING H.C. FITTING 4 - IN-WALL BLK'G -, • V' // c a! 7/ • 4. FOR F.R. ROOM BENCH // // FOR P.R. • // // • _a Q. 4 • ACCESSORIES ATTACHMENT TO NALL // 1 ACCESSORIES / i• I 7/ 0 <-- . • If •' CC t) in CURTAIN TIE BACK ELEVATION DETAIL . s I _ .,• Y. qr.* ,4, . •/////////////r/y / 1, ////////////// .44///////////iy /- .. // 7//////// ,./ 72:- * . „„,,,,„„,., AL ' „,,,,,,,„„,„„, „„, / , , , .. /// 4 ••44: - , ' Ct) o to /- •• /,' // 11-0" 1'-0" , • // 1 0 In 't m Lo -FL ai .zr / 3/4 x 6 F.R.T. / . EQ./ j. EQ. ...• • // 7/ ••• • b 1E oi 7.7) / • • 7 // • i 1N-WALL BLK'G / ,y7 .. •• Z Z FOR F.R. /, -HANG BAR 4 .. .. • /z ACCESSORIES // PROVIDED •• /////////// / (n - *41* = / 31-1 o Vai 11. c.) 0.g riszTTATENDT $ / • •• I Z 0 E Lo CURTAIN TIE BACK MOUNTED AND . I WC-6 I A10.1 .-"Zu / 0 Lo 51_3I1 It - 4. _cs CENTERED ON 2 1/2" CASING @ BY G.C. • 4' •.: HANG BARS 7a I • i -zr WALLS E § in ••••• "in 20' ANGLE in // // 7/ •• PROVIDED in a) zz ./ ./ ., = ... BY TENANT 41 _ INSTALLED ' 21-0" I b t b Tr 1 ••• i• 'll 74- / ,/ in / 14_3_ , ; - . BY G.C.-' .-1 li / ._.=_ •4 -- 7/ • .= / EQ. EQ. t f 7, 7, 7, A / / /I ..• .. • • : 7. -.-_ 1 I IN .... /K. 1 ./, ./, -/-] . . I .'I' • . .0: •• • I I / .74- , ©2017 THE ARCHITECT I ENGINEER ASSUMES NO s pREE cS1 THESEP OF i cNASPLANSLI LByI UAT YuF FOR .OR oRARLNI I zyA EBDI PROJECTU BT YyTFHOEROmTTAHHNEEDRU sS1 USE THANON EF D AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE I r All FITTING ROOM , . 4 , , 4 i •. . . . --- SEAL THIS BUILDING USE IS ONLY APPUCABLE IN \ I 31-0" I-1.0 J/ ii 3'-0" TYP. , AREAS MEETING THE STATED DESIGN CRITERIA . ..,-- F.R. OPENING ir . ......„ • ...- „..-- ,--- -,---,- (E) WOOD BASE / (E) WOOD BASE " F.R. OPENING (E) WOOD BASE. HOUSE MARKET G.C. TO CUT TO INCORPORATE NEW WHITE BLACK CASING * JAMBS STORE NO: I VRVE/4 FITTING ROOM ALCOVE 1 3219 PROJECT LOCATION: WASHINGTON SQUARE 9336 SW WASHINGTON SQUARE ROAD SPACE #: W13 TIGARD, OR 97223 CURTAIN TIE BACK PLAN DETAIL 3" = 11.-°11 R FITTING ROOM ELEVATION L. FITTING ROOM ELEVATION G FITTING ROOM ELEVATION C DESIGN TYPE: _ - _ . I REMODEL FITTING ROOM CURTAIN, AS SCHEDULED VARIES . . VARIES VARIES . P. ,' ,-. I SEE CONSTRUCTION PLAN , SEE CONSTRUCTION PLAN SEE CONSTRUCTION PLAN REVISIONS: ammo HANG BAR - =CLOTHING -HANG BAR - HANG BAR - HANG BAR - MOUNT AT HOOK - MOUNT AT MOUNT AT MOUNT AT REQUIRED BY: DATE / irivolyiyi I 5'-6" A.F.F.- MOUNTED AT 51-6" A.F.F. 41-0" A.F.F.- 5'-6" A.F.F.- .11.9. 1/4" fi, 2 1/2" ir "zst/j- (E) GYP. BOARD CEILING. r EQ. r ? EQ. . 51-6" A.F.F. AND EQ. (TYP.) ' EQ. , E;;). , EQ. „EQ, . - * ",_ A RD 11 • EQ. . 21-0" ' COMMENTS 02/07/2016 9F FITTING ROOM/0 3/4" cn RECESSED CAN LIG1-ITING. i I 1 , i .• HC BENCH PAINT P-2C / LANDLORD J:',!////4 REFER TO REFLECTED CEILING AT 15" A.F.F. A. /2\CLIENT COMMENTS 04/17/2017 . PLAN FOR EXACT LOCATIONS / _/ . / .(// //// , , / . - • • • . --.• / .. - 1)0( „ „ ....-- 7 1 i if tt , 'I 1 ) • 'i 1 i 1 V 1 ' .,- ----' / l ' -,- , ,zii -,-- ' '''''''---,. //9/ / 1 1 _,.EQ. EQ C?i to // 6 to // // X X --;--:-; REFER TO,* 6 / / -.----.. G to ci -i• / • - it* ...--- '''' - _..... I-- CURTAIN ROD RCP . HCLOTKH_ING AT =,..--- /// • , • INSTALLED AT 6" / MOUNTED ).--// - to // FREE- Qi DOOR SWING OF MIRRbR, // A10.1 / Afi FITTING ROOM ALCOVE r -Y ,/, ABOVE CASED OPENING /,''II GYP. BOARD I WC-10 1 / STANDING to ,/ TO OPEN ON CURTAIN SIDS. '',.. i 77-• // FITTING / OF F.R. G.C. TO REWORK \ 4 / ROOM k.) 3 -0" '4- P / CLEAT WHEN REQUIRED. \ z .INDICATES NO REVISION TO THIS SHEET )(2 1/2" )(.( 4 2 1/2" I. • ••,. 51-6" A.F.F. BENC:I ,s0 to 1/4" SHIM SPACE \1/4" rn A10.1 • // (TYP.) • / / _ z / ,----- -\ '-\ ' \ aa _ 'AO" ' cV-0" A.F.F.4 // z A 4 r 144NG BARS - '-' DRAWN BY: JMS \ / I • PRE-PRIMED WOOD TRIM -.. - 111 B.O. TRIM n- =' MOLNT AT :-..-. 1 / \ CHECKED BY: RHW/ELM ASSEMBLY - SUPPLIED BY // a_ FREESTANDING // 51-6"\A.F.F. ,0 / '\ \ in OWNER AND INSTALLED BY G.C. 3/4" X 8" F.R.T. 11,1 // z FITTING ROOM z PLYWOOD IN-WALL 21-6" EQ. (/ 0 \ Lu k,h• \ - G.C. TO PAINT ' p_le, I ., ;Ii EQ. 1 I --/ i 741 \.\ \. 1 ,stg,D ARe BENCI I \ - F• / uic:, BLOCKINCA%---- / OF _ DOUBLE 3 5/8" METAL STUDS W/ 2X4 F.R.T.• .\ '''''.--"*"---- III Fq '..$) I \ 0.,:r, iN \-- > C\I \ `6S BLOCKING AT JAMBS - TYP. I \ "‹, >I- ca HANG BARS - - / kn \N - \ I fr . 1 z MOUNT AT z • ‹. 17? -1214 S. c-) ...3 • (E) WOOD BASE. G.C. TO CUT TO INCORPORATE -// 0 - 5'-6" A.F.F. li 0 // /\‘ 1 " NEW CASING * JAMBS. PATCH / REPAIR AS FITTING ROOM 1I I tkt)4 -• \ .7' I 7/ • REQUIRED TO MATCH EXISTING MIRROR - III II iu La ... .-- / c •• . \ ....- 'N REFER TO III , C1: 7------/ (1) •‘ --,- (f) -: ..-. •''- -' • - 4.. // 10:1:11e1 r /\\ // • N/A41.2 • '''C' / A10.1 al •• \ I ) 3" = 1"-0" p II I / • // // LDOOR SWING 0:: MIRROR \ / ri FITTING ROOM CASING DETAIL v/;.1 / \ "<•-•- !GERALD S.SHREMSH TO OPEN ON CJRTAIN SIDE ' / / - \ / // ui -14 OF F.R. G.C. TD REWGRK \ / / #44 7-117214- o It/ 7/ / \ // 590 X 45" CLEAR AREA ki ILI CLEAT WHEN MQUIRED. '\ CI I \ - ti // \ 1/4- / R wei 'N.", ----/- 1 7/ 6 ill II \ A10.1 - - --r---- 12" 12" 0 , II\ / • \ io3 / // P. ik ft-..... L"- --1----ti 'I' 4. -j u_ --CURTAIN ROD - INSTALLED GYP. 15D.I WC-10 I )11.- I-11 IF 21 /,/ V- • 2 1/2" 2 1/2" It I =1/4? // //, r-tgardar fl, AT c11-611 A.F.F. 111 I\ ,---..,,,,...... 3.-6" \ x Ardi 6 4*. / . / 114.4r# ! .,• OVERALL EQ. / 21-6" ., EQ. , / EQ.r DRAINING TITLE: --.4 ---.4• I II // \ , 7/ J L ROOM ALTERNATE LAYOUT A10.1 A 0.1 P ) TTP. DETAILS W - ., 1/, . (REFER TO CONSTRUCTION PLAN) A10.1 ...6k.12.1 I t 1 . .. 6li EQ. EQ. 6" . TYP. I 9 1 0 n , , (E) WOOD BASE I / G.C. TO APPLY A SMALL BEAD OF PRINTABLE NI-IITE ACRYLIC CAULK TO TI-IE I I PERIMETER OF MIRROR (NI-IERE EDGE MEETS NALL) AND AT ALL LOCATIONS • NI-IERE SEAMS EXIST INSIDE OF TWE FITTING ROOMS. WIPE OFF ANY EXCESS L _.I CAULK IMMEDIATELY AFTER INSTALLATION (TI-115 IS TO ENSURE TI-IE DATE ISSUED: PREVENTION OF I-IIDING PRICE/SECURITY TAGS IN CONCEALED SPACES) - 12/21/2016 TYPICAL FOR ALL FITTING ROOMS. 1 . • • PROJECT NO: -11\\-----BRACKET • G.C. TO INSTALL BASE TIGI-IT TO TI-IE FLOOR IN FITTING ROOMS PRIOR TO 160529 INSTALLATION OF TI-IE CARPET (I-I/A11.1). G.C. TO ENSURE THERE ARE NO GAPS BETNEEN TI-IE BASE AND CARPET AFTER INSTALLATION IS COMPLETE. TI-IESE DETAILS ARE FOR REFERENCE ONLY 3/4 x 4 F.R.T. IN-NALL ' BLOCKING FOR CURTAIN THESE PLANS ARE FOR FIXTURE ILLUSTRATIONS; DRAWING NO: ROD i FOR EXACT ROOM SIZES, CONFIGURATIONS AND • G.C. TO ENSURE ADEQUATE F.R.T. IN NALL BLOCKING FOR ALL NALL MOUNTED I DOOR SWINGS - REFER TO THE "CONSTRUCTION I ITEMS. PLAN". A1 0 • 1 N.T.S. 1 1/2" = I-0" j I 3/4" = 1-0" I A CURTAIN ROD DETAIL N FITTING ROOM ELEVATION 1 _ _ FITTING ROOM PLAN DETAIL I I _ i OWNER: 741------- M • -L DOOR AND 6/8" GYP. BD. ON METAL 5/8" TYPE "X" GYP. BD. -"% Ch I CO'S - FRA - - SEE 'DOOR EACH SIDE STUDS - REFER TO 5/8" GYP. BD. ON METAL STUDS - REFER TO AND FR- E SCHEDULE' FINISH PLAN , FINISH PLAN 11215 METRO PARKWAY _ FT. MYERS, FL. 33966 _ NEW WOOD BASE TO MATCH EXISTING BASE THROUGHOUT . NEW WOOD BASE TO MATCH EXISTING (2) 3 5/8" METAL STUD BASE THROUGHOUT ARCHITECT/ENGINEER: 1 • - - FASTEN TOGETHER - ,.- V-V SECURE TO FLOOR SLAB tn EE (t) a) 00 AND 14EADER w v Lu 4- .- 00 ..e..„. ii • / . *.E -.E , ...,' Al - < .i •k 8 8 SECURE DOOR FRAME > / • / 0 .e -C . •:i 0 to 00 EE 00 - 0 iD AT FLOOR SLAB AND -, HEAD AS REQUIRED 411 % CARPET - REFER TO FINISH , cn co . 3 C0 ) PLAN '' -.% .. FLOOR TILE - REFER TO FIRE TREATED BLOCKING •- CAULK AS NEEDED EACH '' FINISH PLAN TT ti 3 E -IDE (1/16" MFASTENER (HILTI X-U OR AX.) / I - b-qiM cii n i .. tdr) SCRIBE BASE TIGHT TO - . FLOOR BEFORE INSTALLING CARPET oil (I) 0.157" DIA. PONDER ACTUATED el 2 m. 1 NIT...E1-EAD DETAIL (1) 0.157" DIA. PONDER ACTUATED 1 sun L FASTENER (I-IILTI X-U OR EQUIVALENT) AT 16" O.G. MAX AND 0 2' FROM EACH END >7, EQUIVALENT) AT 16" O.C. MAX AND LLI g N. 2' FROM EACH END= 0" .9 I3" 1'- 3 = 11-0" I 31. = 1,..0.. D Ct g g 0 ziWykTED DOOR JAMB / HEAD DETAIL I _ NII "NOT USED M FITTING ROOM WALL BASE DETAIL 1 H WALL BASE DETAIL I _ z too (60 ,„ 0 ,_ Lo , I . Lo 2 "4` _ 1"---- NEW 5 1/2", 16 GA. JOIST CONNECT TO STRUCTURE 1 - u) Z-0- GYP. BD. COLUMN ENCLOSURES TO ABOVE PER DETAILS C/A1 1.3 16 GA PLATE 3"x6" NI 16 GA PLATE 3"x6" NI (REDUCE FIT-UP TO 1 1/4" RECEIVE METAL CORNER BEADS CONT. 3 5/8" (OR 6") X 20 GA. \ '2 V) < cV (4)-412 SCREWS IN (4)-412 SCREWS IN EXI - 6" JOIST -N4 _ NNNN I- / SPACKLE * SAND TO MAKE TRACK WITI-1 (1) #12 SCREW IN \ _ EACH WALL EACH WALL SMOOTH (TYP.) EACH FLANGE OF EACH STUD. \ \ S .•. SPLICE TRACK LENGTHS AT \ \ 0 E to _C MI NI* STUD LOCATIONS, TYP .. \ _ 7 .41 METAL STUDS OR , AL CLIP FASTENERS, SEC -E TO COLUMN \ \ \ 0 E ,71" e_u: ("),!: : (I) ,.... 1 + -I- + + / fr4SHIDIME X1'413111" 1x/41"'-0" , . „ -1)0113M, , (3)-412 SCREWS \ \ > DIAGONAL BRACE PER DETAIL A/A11.3 I ± ± + + I I ± ± ± ± I LONG PLATE : , _ , L _ _ _ _ _ _ __I . ALL -UCTURAL COLUMN - 45* MAX. , - EF - TO CONSTRUCTION PLAN ©2017 THE ARCHITECT/ENGINEER ASSUMES NO PROVIDE STANDARD BRIDGING - SPREECSIPORCNASLLIBYIUATYLir OHORRUIZAEBDIUBT:TFHOERNITAHNEDUSSIEGONEFD A A ' "P- SHAPE: I 0 0 FINISHED CEILING .:.----._-7•11 E--I REFER TO H/A11.2 THESE PLANS FOR ANY PROJECT OTHER THAN D 4 ' d . , AND SEALED FOR SUCH SPECIFIC LOCATION IN THE TOP TRACK OF Az,-- TOP TRACK OF r 0 .. : )... * 0 ( .414ERE OCCURS) STATE,PROVINCE OR TERRITORY SHOWN ON THE ADJACENT METAL STUD BYPASSING METAL STUD 2 eL - LAYERS OF 5/8" TYPE 'X' GYP. BD. '. in SEAL THIS BUILDING USE IS ONLY APPUCABLE IN - - WALLS WALLS JOIST CONNECTION 11. A ,,,.4111 E i-- FROM FLOOR SLAB TIGHT TO DECK ABOVE TO ENCLOSURE.SCREATE FIRE RATED 3 5/8" (OR 6") X 20 GA. METAL - ' ""<--- 5/8" GYP. BD. BOTH SIDES, OR AREAS MEETING THE STATED DESIGN CRITERIA - NV e , STUDS AT 16" O.C. INSTALL METAL 0 D. THICKNESS 1 HR. BRIDGING AT 41-0" O.C. AS Ran) BY CODE. WHITE BLACK 1,--- -----_____I r CONT. 4" WIDE, 'i 16 GA. PLATE , \s, AT TN E SIDE PERIMETERONLY DEMISINGNI NHERE REOCCURSHALL 1,--"------ -.____--1- 4) . . 1 1/4" GYP. BD. THICKNESS = 2 HR. HOUSE MARKET - 1 ! Nt 1 7/8" GYP. BD. THICKNESS = 3 HR. 1 \\ 1 I // 1- 0.157" DIA. POWDER ACTUATED FASTENERS : NOTES: INSTALL GYP. BD. ON ONE SIDE (HILT! X-U OR EQUIVALENT) @ 16" O.C. MAX , ONLY AT SACK TO BACK CONDITIONS OR STORE NO: AND 2" FROM EACH END AT PERIMETER CONDITIONS. \- #10 SCREWS (WOOD OR . , . , I n . ' ' IF POWDER ACTUATED FASTENERS ARE 3219 METAL AND LENGTH AS •, . NOT ALLOWED BY LOCAL BUILDING . CONT. 5 5/8" (OR 6") X 20 GA. MTL PROJECT LOCATION: APPROPRIATE - G.C. TO L L_I MIN. TI-IIC ESS BASED ON MIN. COLUMN SIZ- - PER ACTUAL OFFICIAL, THEN REPLACE WITH 1/4" DIA. LD VERIFY) AT 6" O.C. Li _1 U.L. DETAIL HILT' KWIK 1-1US-EZ CONCRETE SCRENS. TRACK WITH (1) #8 SCREW AT EACH NEW. INTERSECTING. NOTE: . FLANGE OF EACH STUD WASHINGTON SQUARE SAME 14EIGHT METAL mAximum ALLOWABLE 140RIZONTAL 5PAN PLATE CONNECTION D TAIL 0 FLOOR FINISHES. (SEE FINISH STUD WALLS OF TOP TRACK (I.E. MAXIMUM DISTANCE '! MINIMUM (TYPICAL) REFER TO STUD / PLAN AND SCI-IEDULE) ilk 9336 SW WASHINGTON SQUARE ROAD BETWEEN CROSS WALL) EQUALS 1.4'-0" MATRIX: F/A11.2 (E) FLOOR SLAB / , SPACE #: W13 I . TIGARD, OR 97223 3,. = 1.-0„ TOP TRACK TO ADJACENT WALL ." ATFORM DETAILS - ATED COLUMN ENCLOSURE DETAIL NINQ NON-RATED PARTITION DESIGN TYPE: I U • REMODEL 7 EXISTING NEN DECKING / CONSTRUCTION REFER TO SHEET A2.1 ' CONT. MTL TRACK (MATCH VERT rff-/ REVISIONS: UD THICKNESS) NI (1) #12 SCREW EXISTI , 6", 16 IN - -CH FLANGE OF EACH STUD. 4 VARI- S.O. /, NEW, FULL HEIGHT GA. J015 OR 6", ' SPLIC• TRACK LENGTHS AT STUD CONNECT TO ST- CTURE (E) 5T- CTURE REQUIRED BY: DATE 16 GA. TRA ABOVE PER P. AILS C/A11.3 METAL STUD WALL 146 SCREWS NEW DEC G (TO LOCAT 10, TYP. • „-----...„. EXISTING DECK! - AT 6" 0.C. MATC !STING) METAL STUD AT 16" 0.C. $ J/A11.3 : _E CLIENT AND A LANDLORD COMMENTS 02/07/2016 (.4)--#12 SCREWS (TYPE OF REFER TO CON RUCTION PLAN FOR 4. , A11.2 INSTALL 6", 18 GA TRACK DECKING VARIES) #- CREWS AT 6" O.C. STUD SIZE AND = L LOCATION DI- ONAL BRACE PER A , . 445°MAX TOP TRACK OF METAL I O OF (BLOCKING3) ACROSSVERTICAL METAL AMINIMUM ''''-' ../. TAIL A/A11.3 . '.0 ,z, S FLOOR CLIENT COMMENTS 04/17/2017 STUD WALL iuSTUDS./(3)-41 8C L51:RFLANGESEACHATCONNECT NEW JOIST ' NEW 6", 16 GA. JOIST ._ / EACH VERT AND ATTACH TO EXISTING JOIST WITH (2) *12 NI 41V: PROVIDE STANDARD BRIE). G - REFER TO 14/A11.2 ., * FINISHED CEILING , v V 6" DEEP BLOCKING AT 24" ,., f c. I (WI-IERE OCCURS) INISHED CEILING (TYP.) VERT. SCREWS AT 12" O.C. O.C. MAX. AT EACH END, 1 d-1"' . + 5/8" GYP. BD. BOTH SIDC3 N.. Aso' )-- - 4 REFER TO R.C.P. -. -. / -.7 ., venci- 1, -did . g CLIP FLANGES, BEND NEB IF POWDER ACTUATED FASTENERS A- 444) - -\-- - STOCKROOM 117 - PROVIDE STANDARD BRIDGING - AND CONNECT TO JOIST NOT ALLOWED BY LOCAL BUILDING IP r ' 5/8" GYP, SD. SALES SIDE , REFER TO H/A11.2 NW y - I ' • WITH (2) SCREWS OFFICIAL, THEN REPLACE WITI4 1/4" - A. ONLY .,- WALL AS SCHEDULED, HILTI KWIK HUS-EZ CONCRETE SAin- W- 1 / 0.157" DIA. POWDER ACTUATED SI-IOWN HATCHED. REFER TO FASTENERS (HILT! X-U OR EQUIVALE - (1) SCREW AT 16" O.C. CONT. MTL TRACK. (MATCH Gi.-1P 3"x 3"x 16 GA FRAMING U NEW 6", 16 GA. JOIST 0 i CONSTRUCTION PLAN AND @ 16" O.G. MAX AND 2" FROM EACH %'11.4! '4,1.. -, CLIP x 3 1/2" LONG (JOIST TO SEAR ON 3 5/8", - N • : •INDICATES NO REVISION TO THIS SHEET 18 GA. STUD AT EACH END) Nqdr. STUD THICKNESS) SECURE - 1.1 o' -// RESPONSIBILITY SCHEDULE -•••Rik ' $ I IF PONDER ACTUATED FASTENER- • • 5/8" (OR 6"), 20 GA. WI MIN 0.157" DIA PONDER FOR SCOPE . II 1 NOT ALLOWED BY LOCAL BUILDING ETAL STUDS 16" O.C. - • TWO ROWS OF (2)-412 L._. (1) SCREW 3 5/8", 18 GA. METAL FASTENERS AT 16" O.C. AND " ROM DRAWN BY: JMS SCREWS AT BLOCKING 1 STUDS AT 16" O.C. EACH END ; I FLOOR FINISHES. (SEE OFFICIAL, THEN REPLACE WITH 1/4" .IA. FINISH PLAN AND HILTI KWIK 1- EZ-EZ CONCRETE 5 -ENS. 1 - CHECKED BY:RHW/ELM . 14CS )EDULE , CONT. 5/8" (OR 6"), 20 GA. MTL •.----,.....1- G.C. TO FIELD VERIFY NH IC 1 (E) FLOOR SLAB / * / BASE AND FLOOR FINISHE . (SEE FINISH ; i TRACK WI (1) Ste> SCREW AT EACH DETAIL, J OR K, 514OUL* oE USED BASED /AN FLANGE OF -CH STUD PLAN AND INTERIOR E f- ATIONS.) tc,•SOD AR , BASED ON EXISTING C. DITIONS . - . ----- ------- -, 4 % .-- - - STAND• -D BRIDGING tO "-------\._ ---, SCREWS SHALL OF SUFFICIENT AT 48" O. EFER TO STUD / n • LENGTH TO ACH MATERIALS - . TRIX: F/A11.2 (E) FLOOR S ' Is REFER • TO -TUD «,-1 • G.C. TO V FY IN FIELD 414' MATRIX: F/A1 . GERALD S.MEM • 37 • 3" = 1'-0" TOP TRACK TO ADJACENT WALL P - ISTING PLATFORM DETAIL I _ - RRING PARTITION DETAIL I 1" = 11-°" N'N )416N-RATED PARTITION (TO STRUCT.) 1 NINEk 1 `z 4"op o0 _ .N.,(7.)„...„),4%, 1 EXISTING , NEW DECKING FASTEN DEFLECTION PLATE /--- LINE OF CEILING CONSTRUCTION - REFER TO SHEET A2.1 / NTINUOUS FIRE RETARDANT A --CH NEN 4 X 5E ANT AT TOP AND BOTTOM EXIST DECKING /--- EXISTING DECKING SAFING MATERIAL A. • OF TITION, BOTH SIDES. .., TO NEW -AM ING I (TYPE OF NEW DECKING (T. NOTE: SEE P*R/A11.1 FOR CONNECTION WITH #6 S - NS L-2 DECKING VARIES) MATCH EXISTI I. ) 4 OF CONTINUOUS TOP TRACK TO AT 6" O.C. ( -.) A11.1 (E) STRUCTURE efAS 1 4 (E) STRUC -E ..jiii • CONT. 4" WIDE, 16 I ADJACENT WALL GA. PLATE - 5 1/2", - GA. JOIST 1! LAYERS 5/8" TYPE "X" L--.:' - '.= -; 4/19/2017 J-514APE METAL T- M, L : REFER ,_ REFER TO L-1/A11.1 Z NES • D INSIDE EXISTING 6" GY- BD. EACH SIDE _ .-- ,6" TO PLAN _j.11._ AiA, J. T. REFER TO L-2/A11.1 TIGH 0 DECK ABOVE. : 7- 4 ; BOTH SIDES. 1 - --I- - -i- rir- -i-i ,,, , 1. . DRAWING TITLE: 0 CONSTRUCTION . . CONT. 3 5/8" X 18 GA. DEEP LEG MTL '41‘ ite/i 3 5/8" (OR 6" OP * BOTTOM ., SIM. PROVIDE STANDARD BRIDGING - TRACK IAIITH (1) #5 SCREW AT EACH ..--.• • 111 REFER TO 14/A11.2 _ FLANGE OF EACH STUD 'I Pr CONT. 5 1/2" DP., 16 GA. METAL TRACKS A 1-10R TO 3 5/8" (OR 6") X 20 GA. METAL , • • • • CLOSURE TRACK - PROVIDE STRUCTURE ABOVE - 24" O.C. 2 . 1$ STUDS AT 1611 O.C.0CDETAILS , _l_ ik-,...d. (1) SCREW AT EACH IF PONDER ACTUATED FASTENERS ARE MAX. AND 2" FROM EA • END. 6 5/8" GYP. BD. BOTH SIDES, OR FLANGE OF EACH JOIST NOT ALLOWED BY LOCAL BUILDING !-- '• (PROVIDE DEFLECTION PL• - ONE SIDE ONLY NI-IERE OCCURS AT i • ,. OFFICIAL, THEN REPLACE WITI-I 1/4" DIA. PERIMETER DEMISING WALL • 12" , AT TOP AS REQ'D BY CO . N 1 110 :' 3 5/8" (OR 6") TOP * BOTTOM METAL HILTI KKK HUS-EZ CONCRETE SCREWS. ( • TRACKS ANCHOR TO STRUCTURE , . IF PONDER ACTUATED FASTENERS ARE - (2) SCREWS •- .7.; • .- tt12 METAL SCREWS (TYP.) A3T5/EA80,C1-118JGOAIS.TMETAL 3 5/5" (OR 6") X 2* . • '' ABOVE AT 24" O.C. MAX. AND 2" F41) : , . NOT ALLONED BY LOCAL BUILDING . . NOTES: INSTALL GYP. BD. ON ONE SIDE METAL STUDS A 4. EACH END. (PROVIDE DEFLECTIO OFFICIAL, THEN REPLACE WITH 1/4" DIA. DATE ISSUED: 2 1/2" X (OR 3 5/8") 20 GA. METAL STUDS N AT 16" O.C. :1,4 ONLY AT BACK TO SACK CONDITIONS OR1-II LTI KW IK I-IUS-EZ CONCRETE SCREWS. PLATE AT TOP AS REQ'D BY ,. ".r., ' 12/21/2016 AT PERIMETER CONDITIONS. 0.157" DIA. POW R UATED ,==.: STUDS AT 16" O.C. REFER TO STUD 0.157" DIA. POWDER ACTUATED FASTENERS Ils (CENTER A STUD FASTENERS (HIL -U OR r^ • EQUIVALENT) @ - O.C. MAX 1-,_ •, 5/8" GYP. BD. (TYPE X) BOTH ----4 1 REFER TO STUD . (1-IILTI X-U OR EQUIVALENT) @ 16" O.C. ; /- CONT. 2-1/2" (OR 3 5/8") X 20 GA. UNDER EACH JOIST) AND 2" FROM -ACI-I END ____ _.4 MATRIX: F/A11.2 SIDES 1.-.--310e MATRIX: F/A11.2 PROJECT NO: • MAX AND 2" FROM EACH END MTL TRACK WITH (1) #12 SCREW AT --9--4., , • 160529 EACH FLANGE OF EACH STUD TOP * G.C. TO FIELD VERIFY NI-IIC . BASE A * FLOOR FINISHES. 9 X 0.157" DIA. POWDER ACTU• D - . • - BOTTOM DETAIL, J OR K, SHOUL. oE USE :._ ' CONT. 3 - 8" (OR 6") X 20 GA. MTL FASTENERS (HILTI X-U 0. EQUIVALENT) . . • FLOOR FiNISHES. (SEE FINISH (SEE - ISH PLAN AND CONT. 3 5/8 OR 6") X 20 GA. MTL -•E . @ 16" O.C. AX AND FROM EACH END TRACK WIT 1) #8 SCREW AT EACH t, BASED ON EXISTING C. DITIONS DI ST-- DARD BRIDGING INT- -10R ELEVATIONS.) . , TRACK WITH (1 #t8 SCREW AT EACH PLAN AND SCHEDULE) yr -- ------- - AT 48 O.C. ''' '4.: ::-- -I FLANGE OF EA STUD BASE AND FLOOR INISHES. (SEE FINISH ' FLANGE OF EACH • UD DRAWING NO: REFER TO STUD SCREWS SHALL z OF SUFFICIENT 1 , PLAN AND INT -10R ELEVATIONS.) ' . I 4 (E) FLOOR SLAB A MATRIX: F/A11.2 LENGTH TO • ACI-1 MATERIALS - N : ASSEMBLY N.- : ASSEMBLY A 1 • G.C. TO V - FY IN FIELD (E) FLOOR SLAB / 41 PER #0411 (E) FL.eR SLAB : PER . #0465 • . ' ' 1 ii 1 • NON-RATED PARTIAL HT. PARTITION !STING PLATFORM DETAIL _ Nkly2/"AOUR RATED PARTITION (U411 ) =_ NINE\ 7,141OUR RATED PARTITION (U465) _ i MTL STUD FRAMING, TYP. SEE OWNER: LOCATION OF VERTICAL CONTROL JOINTS IS UNKNOWN. WALL LEGEND ON ARC►-# BEFORE CUTTING NEW OPENING, AND FABRICATION OR DRAWINGS, * DETAIL F/A11.2 FOR 1 TALLATION OF NEW MATERIALS, THE CONTRACTOR STUD MAIX c I-i ' cO'S 5 •LL LOCATE EXISTING VERTICAL CONTROL JOINTS. IF LIGHT GAUGE FRAMING — CROSS REFERENCE GUIDE 1/2" - A C•'NTROL JOINT 15 LOCATED ABOVE NEW OPENING, OR 2" x 2" x 16 GA CHANNEL CLIP WITH1 8 FEET OF THE EDGE OF THE NEW OPENING, THEN ANGLE 1/4"TRLESS THAN STUD WIDTH, 11215 METRO PARKWAY THE CO TRACTOR SHALL CONTACT THE STRUCTURAL MIL. THICKNESS — GAUGE NUMBER CROSS REFERENCE TYP. - ATTACH AT EVERY STUD ENGINE .. BEFORE PROCEEDING WITH THE WORK. l EXISTINe 8„ FT. M , FL. 33966 - CONC E WITH (4) #8 SCREWS .f-7'.< - BL• WALL 25 GA. 18 MIL ''' NOTE: BEF•-E INSTALLING LINTEL, 22 GA. 27 MIL 16 GA. 54 MIL STUD SPACING AT lSS HTIGHTERE ERTICAL CONTRACTO- SHALL VERIFY WITH MALL N- INFILL ► ARCHITECT!ENGINEER: MANAGEMENT ' HE TYPE OF LINTEL + ASONRY 20 GA. 33 MIL 14 GA. b8 MIL {MAKING INSTALLATION OF ALLOWED. 18 GA. 43 MIL 12 GA. '17 MIL. ANGLES DIFFICULT AFTER STUDS GROUT. ARE IN PLACE), ATTACH ANGLES ',,,s 44% / g 0 0 ,,tc (MATCH TO STUDS BEFORE INSTALLING c c c.) " EXISTING) STUDS. ,111 / / q •a o 0 - NEW VERT REBAR. DIAMETER EXAMPLE CROSS REFERENCE: = TO M•TCH EXISTING (#4 - • NEW STEEL LINTEL �"• �� U `' o E E MINIMU �} °0 (2)-L4x3 1/2x3/8 „ = - NOTE: FOR THE FULL HEIGHT AND r i N N = r 3 5/8 18 GA STRUCTURAL METAL STUD 362 S 162 43 METAL STUD LENGTH OF WALL, METAL WALL , E E N y 1ST MASONRY (LONG LEG ! -,�� STUDS SHALL SE BRACED WITH " � � <n .c •c 3 STANDARD BRIDGING @ 4'-O" O,G. 0 ,i SEE ARCH ` .z ,1 it: --•,.4. VERTICAL) RG EA STUD (S=STUD) FLANGE STUD HOWEVER, BRIDGING IS NOT A. _ _, END (GALVANIZED) DEPTi-I (T=TRACK) WIDTH TI-IICKNESS REQUIRED ALONG ANY PORTION OFl'• ° s - =3.625" =1.625" =43 MIL (18GA.) VERTICAL WALL WHERE SHEATHING E u n (GYP. BOARD, PLYWOOD, CEMENT IP. 1 it L =1 5/8 ' ' R� SECTION =3 5!8 BOARD, ETC.) IS ATTACHED TO REMOVE INSID FACE N.T.S. BOTH FACES OF THE WALLti) SHELLS OF CMU •s - Ln REQ'D TO INSTAL TYPICAL STRUCTURAL STUDS AND TRACKS I 2 M st (\SECTION REBAR. �-- 1 1/2" WIDE x 1/2" DP x 16 GA _N.T.S. c COLD-ROLLED CHANNEL - LOCATE O FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION AT 4'-a" 0.C. MAX VERTICALLY (STEEL STUD MANUFACTURERS W �_ /76, �46, ASSOCIATION) ci IF EXIST N A REINFORCING IS CUT FOR INSTALLATION OF NEW 1" 1 -O�� C Z 'n �' OPENING, .. ADD NEW REINFORCING ON EACH 51 DE OF OPENING 2 1/2", 20 GA. STUD w/ 1 5/8" FLANGE 2505162-33 BRIDGING DETAIL _ `, EXISTING WALL n=n , . .-,e . . . - . .c n�It,'PCINC4.4.�::^I cI^= _ 2 1/2", 18 GA. STUD w! 1 5/8" FLANGE 2505162-43 �' P iN1-UkC-INC. OPE. - SH• 0. MATCH THE AREA OF REINFORCING CUT). = (1,) . ABOVE 3 5/8", 20 GA. STUD w/ 1 5/8" FLANGE 362S162-33 :c cn OPENING • 3 5/8", 18 GA. STUD w/ 1 5/8" FLANGE 3625162-43 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS V) e - T.O. WALL OR �� SALES PARTITIONS WITHOUT SHELVING ATTACHED o I I I I i'r UI5 t�kCa CI-. 611, 20 GA. STUD w/ 1 5/8" FLANGE 6005162_33 NON-SALES PARTITIONS WITHOUT SHELVING ATTACHED o a to 6", 18 GA. STUD w/ 1 5/8" FLANGE 6006162-43 E I I I I �` ` RI\ I I I 8", 18 GA. STUD w/ 1 5/8° FLANGE 8005162-43 ALL SEISMIC DESIGN CATEGORIES -c C vE V v I IV 1 I' A11.4 I I I NEW STE= LINTEL N/6" MIN 8", 16 GA. STUD w/ 1 5/8" FLANGE 8005162-54 § `n I i" I I BEARING A EACH END -c o w I II I I I I I I / 1011, 18 GA. STUD w/ 1 5/81' FLANGE 10005162-43 STUD STUD FLANGE STUD STUD MAXIMUM WALL HEIGHT co ti I I I I I I I / I GROUT SOLID =ELOW 10", 16 GA. STUD w/ 1 5/8" FLANGE 10005162-54 DESIGNATION DEPTH WIDTH GAUGE SPACING OR (I I ( I I 'IA I LINTEL AND 16 WIDE FOR MAXIMUM HEIGHT TO DIAGONAL BRACE -} THREE COURSES 12", 16 GA. STUD w/ 1 5/8" FLANGE 12005162-54 U25162-33 3-5/8" 1-5/8" 20 16" 17'-6" R2E$PONSIBIUTYORUA017 THE ARCHITECT/EUTYFORTHEASSUMES useoQ 1 i 1 I THESE PLANS FOR ANY PROJECT OTHER THAN ` „� I 12", 12 GA. STUD w/ 1 518" FLANGE 1205162-q7 3625162-43 3-5/8" 1-5/6" IS 1 " lq'-0" SPECIFICALLY AUTHORIZED BY THEM AND SIGNED �� AND SEALED FOR SUCH SPECIFIC LOCATION IN THE �,�� / 1 3625162-54 3-5/8" 1-5/8" I ib" 20'-6" STATE,PROVINCE OR TERRITORY SHOWN ON THE ��,�� ,/ 1 5/8", 22 GA. TRACK w/ 1 1/4" LEG 162T125-27 " " I " SEAL.THIS BUILDING USE IS ONLYAPPUCABLEIN IME /.ay. I EXISTING MASONRY W•. L 1 5/8", 20 GA. TRACK w/ 1 1/4" LEG 162T125-33 6005162-33 6 1-5/8 20 16" 261-0 SEAL THIEEUILDIN ESTAISONLYDESIGNCRITERIA. �� 611 7 I /� 6005162-43 6" 1-5/8" lb 16" 28'-6" IN I EL I 2 1/211 20 GA. TRACK w/ 1 1/4" LEG 250T125-33 6005162-54 6" 1-5/8" 16 16" 301-0" BEARING I II I /'---- NEW OPENING DWGS 2 1/2", 20 GA. TRACK w/ 2" LEG 250T200-33 WHITE BLACK SEE - I I I I I 1----12 1/2", 18 GA. TRACK w/ 1 1/4" LEG 250T125-43 H OU 8 s MARK K T I �I II I I I /- GROUT MASONRY FULL DOWN 2 1/2", 18 GA. TRACK w! 2" LEG 250T200-43 STORE NO: I TO FOUNDATION BELOW NEW 3 5/8", 20 GA. TRACK w/ 1 1/4" LEG 362T125-33 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS 1 I II OPENING 3 5/8", 20 GA. TRACK w/ 2" LEG 362T200-33 SALES PARTITIONS WITH SHELVING ATTACHED 3219 i� 1 1:0;--,)(---.' '` ``= -Z,Zr°�' r,>:•. .- 3 5/8", 18 GA. TRACK w/ 1 1/4" LEG 362T125-43 SEISMIC DESIGN CATEGORIES D, E AND F /.r. 4 �-� EXIST FOUNDATION 3 5/8", 18 GA. TRACK w/ 2" LEG 362T200-43 PROJECTLOCATION: //rj//r%/f� „ 1/4" WASHINGTON SQUARE — Z• — Z 6 , 20 GA. TRACK w/ 1 LEG b00T125-33 STUD STUD FLANGE STUD STUD MAXIMUM HEIGHT TO DIAGONAL BRACE ,,•. :,,,�,. �; �. . . . .• u DESIGNATION DEPTH WIDTH GAUGE SPACING 9336 SW WASHINGTON .,... ._'_:-_ 6", 20 GA. TRACK w/ 2" LEG 600T200-33 SQUARE ROAD STEEL LINTEL Q P T 1 C3 N 6", 18 GA. TRACK w/ 1 "1/4" LEG 600T125-43 3625162-33 3-5/8" 1-5/8" 20 16" 15'-O" SPACE #: W13 6 , 18 GA. TRACK w! 2 LEG 600T200-43 3625162-43 3-5/8" 1-5/8" 18 16" 16'-6" TIGARD, OR 97223 1 3625162-54 3-5/8" 1-5/8" 16 le" 18'-0" TEES LINTEL DETAILS N.T.S. TYPICAL 1-IAT (FURRING) CHANNELS NOT USED C DESIGN TYPE: 7/8", 25 GA. FURRING CI-IANNEL 087F125-18 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS REMODEL 7/811, 22 GA. FURRING CI-IANNEL 087F125-27 NON-SALES PARTITIONS WITH SHELVING ATTACHED , PRIOR TO DRILLING HOLES FOR ANCHOR NOTE: SEISMIC DESIGN CATEGORIES D, E AND F REVISIONS: INSTALLATION, CONTRACTOR SHALL LOCATE BEFORE INSTALLING ANCHORS, EXISTING STEEL REINFORCING WITH MAGNETIC METER CONTRACTOR SHALL VERIFY WITH •'R OTHER NONDESTRUCTIVE TEST METHOD. SHIFT MALL MANAGEMENT THAT ('t /� STUD STUD FLANGE STUD STUD RUNNER REQUIRED BY: DATE oNNECTIONS AS REQUIRED TO M155 REINFORCING. ATTACHMENT SHOWN 15 AGCEPTA E. LIG-IT GAUGE FRAMING SCREW CONNECTIONS DESIGNATION DEPTH WIDTH GAUGE SPACING MAXIMUM HEIGHT TO DIAGONAL BRACE TRACK CONTRACTOR MUST VERIFY WIT CLIENT AND MALL MANAGEMENT THE ALLOW BLE 3625162-43 3-5/8" 1-5/8" 18 16" 14'-0" A LANDLORD COMMENTS 02/07/2018 NOTE: HEN INSTALLING ANCHORS INTO CONCRETE, DEPTH OF SCREW PENETRATI . UNLESS NOTED, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE 3625162-54 3-5/6" 1-5/8" 16 16" 15'-0" ANY D- ERIORATED, SPALLING AND/OR DEFECTIVE USING #8 SCREWS. SEE DETAIL A/A11.3 FOR DIAGONAL BRACING DOUBLE CONCRE ENCOUNTERED MUST BE BROUGHT TO THE CONNECTIONS. LINTEL, A CLIENT COMMENTS04/17/201 IMMEDIAT I.= ATTENTION OF THE STRUCTURALSEE SEE ENGINEER •R EVALUATION BEFORE CONTINUING WITH NOTE: AT LOCATIONS WI-(ERE A STUD WALL SUPPORTS BOTH SALES AND NON-SALES SECTION OF RUNNER STOREFRONT INSTALLATIO OF THE CONNECTIONS. AT LOCATIONS WHERE 51-IEATNING MATERIAL IS PLACED AGAINST THE " " TRACK FOR B FRAMING SHELVING TUE STUDS SUDWN IN TUE TABLE BELOW SHALL 8E DOUBLED UP A5 FOLLOWS: ATTACHMENT OF r� T SCREW 1•-(FADS OF LIG(-ITGAUGE METAL FRAMING CONNECTIONS, PANCAKE ` HEADER TO FULL : - - - / ( PLAN IIII HEAD SCREWS SHALL SE USED SO TI-IAT TI-4E Sl-IEATNING MATERIAL HEIGHT STUD - _ A/AS.iFOR REMAINS STRAIGI-IT AND SMOOTH. #8 SCREWS @ 8" O.C. _J 'L'� . . sae j - ,..,,,,..,•-•• L J 2" DBL STUD #8 SCREW c - .�: - -- - - 8 GA DEEP LEG TRAe K WITH FLANGE. (TYP.) I �\I - _ - ` (DEPTH TO MATCH ERTICAL STUD DEPTH). IN ADDITION, TUE SPACING OF TI-IE TOP AND BOTTOM WALL TRACK _ •\ 8 - 8 GA DEEP LEG TRACK ITH 2" FLANGE. CONNECTIONS TO TUE EXISTING STRUCTURE SI-TALL BE REDUCED * + `INDICATES NO REVISION TO THIS SHEET (DEPTH TO MATCH VERT • AL STUD DEPTH). FOR SEISMIC M ;I k. s .•- _: TO 6" O.C. MAX., AND DIAGONAL SPACING SHALL BE REDUCED TO 32" 0.C. } STANDARD TRACK FOR SEISMIC DESIGN CAT •!: . . s ATTACH TO ST. CTURE W/(2)-0.157" DIA. PAF ATTACH TO STRUCTURE W/( -0.157" DIA. PAF (HILT( X-U O- EQUAL) OR (2)-3/16" DIA x 1 x = A A� OPENING DRAWN BY: JMS (HILT( X-11 OR EQUAL) OR (2) 3/16" DIA X 1 1/2" 1/2" LONG • CRETE SCREWS AT 12" O.C. + / ' SECTION B- NOTES: \ B CHECKED BY: RHW/ELM LONG CONCRETE SCREWS AT 12" 0.C, I. DESIGN BASED ON ALLOWABLE DEFLECTION OF L/360. 2. DESIGN BASED ON FY .. 33 KSI FOR 3 5/8" 4 6" STUDS LESS THAN 16 GAUGE. `'—' \ 1 S•SS,D AR •NC- E SLAB OR FY 50 KSI FOR 3 5/8", 16 GAUGE 4 61", 16 GAUGE STUDS. 't/\ CONCRETE SLAB OR 4411p,•M-OSITE METAL 3. PROVIDE HORIZONTAL BRIDGING @ 41-01" O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. t.C5� COMPOSITE METAL '-E CONCRETE SLAB 4. DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER CONTROLS. JACK STUD .) DECK/ CONCRETE SLAB ' 5. TABLE IS VALID FOR (1) LAYER OF GYPSUM BOARD EACH FACE. KING STUD • GERALD S.SHREMSH 6. FOR STUD DESIGNATIONS REFER TO K/A11.2. ie 3769 I \\\ 3/4" - / 3/4" / / / : MAXLIGHT GAUGE METAL FRAMING N.T.S. STUD SIZE MATRIX N.T.S. //,I MAX.. . • Max . • _ K SEISMIC DESIGN CATEGORIES D, E & F _ F _ .. - . . .'0F 00 '�-.,,. i • [1, - - - - --'-- +— "74'—.i. _ . . .' 18 GA VERTICAL SLOTTED SLIP-TRACK 18 GA VERTICAL SLOTTED SLIP-TRACK NOTE: CONSTRUCT WALL PER UL •° *- r�rr�rr�i • . •'4 '(SLP-TRK" BY DIETRICH SYSTEMS, INC. "SLP-TRK" BY DIETRICH SYSTEMS, INC. ASSEMBLY REQUIREMENTS SHOWN ON PLAN VIEW A-A • P •- '• ' (DEPTH TO MATCH VERTICAL STUD DEPTH) (DEPTH TO MATCH VERTICAL STUD DEPTH) ARCHITECTURAL DRAWINGS. ��" s 1" •EFL. GAP ATTACH TO STRUCTURE W/ (2) *12 SCREWS ATTACH TO STRUCTURE W/ (2) #12 SCREWS 11'- �" i 1" DEFL. GAP AT 12" O.G. AT 12" O.C. -EE SCHEDULES - FOR FINISHES I 4/19/ • 2017 /�'/ AND STUD SIZES I 3/4" 3/4" 3/4" 3/41' KING STUDr DRAWING TITLE: MAX 11 • MAX - -MAX I MAX - iie. JACK STUD'• FRAMING - -I I - - - - - 11 STANDARD TRACK / OPENING DETAILS W/ (1) #8 WAFERHEAD 1" DEFL. GAP ^ 4k1E'� I % SCREW IN EACH FLANGE _ 1" DEFL. GAP FLOOR SLAB OF EACH VERT STUD / SEE SCHEDULES • - (NON-RAT 7D) (ONE HOUR F : E-RATED) FOR FINISHES ■ \tickAND STUD I INSTALL SLIP TRACK DATE ISSUED: SIZES ANDT RRE-SAFING 12/21/2016 MATERIALS PER NOTE: CO STRUCT WALL PER UL ASSEMBLY INSTALL SLI- TRACK MANUFACTURER'S DONT. TRACK W/ 0.157" REQUIR ENTS SHOWN ON ARCHITECTURAL AND FIRE-SA INC RECOMMENDATIONS TO PAF @ 16" O.C. DRAW!,'GS. MATERIALS PE- (1) #8 PAZ SCREW ACHIEVE ONE HOUR FIRE PROJECT NO: MANUFACTURER' - IN EACH FLANGE OF EACH RATING RECOMMENDATIO - TO I ACHIEVE ONE HOU- N MANUFACTURERS i\ ELEVATION I 160529 _ VERT STUD. INSTALL PER FIRE RATING RECOMMENDATION:, TYPIC FULL HEIGHT WALL ATTACHMENT, (NON-RATED) (ONE HOUR FIRE-RATED) • DRAINING NO: TO (STING CONCRETE SLAB OR COPOSITE METAL DECK W/CONCRETE SLABA 1 11 • 2 /DEFLECTION TRACK 3/8" = 1'-0" DEFLECTION TRACK — WALL ATTACHMENT TO EXISTING METAL DECK "" — " "" " SEISMIC DESIGN CATEGORIES C, D, E & F 3 — 1 -o E KING & JACK STUD DETAIL 13 —° I A SEISMIC DESIGN CATEGORIES A & BI _ OWNER: EXIST�KMETAL ROOF-\ -I 2 BEAM T FJLO:T CHORD ORB ATTACH Q TO EXIST / I \ STL W/(3)-#12 SCREWS I l 11"liI: IJ'S ' '-- --+. i_ ( I i - 1�i i ii././.7/-,-..,, t is i - -.:11-1- I - j- BEFORE INSTALLING ANCHORS, -1 + + 0 _ \ i \ r I `� , I CONTRACTOR SHALL VERIFY WITH MALL 11215 METRO PARKWAY + N + + N N 1 ( i I MANAGEMENT THAT ATTACHMENT + + + V ` SHOWN IS ACCEPTABLE. FT. MYERS, FL. 33966 - p r _ I )-I I _ • + I•— — 6 #12 SCREWS AT EXIST MTL DECK OR COMP CONC SLAB ARCHITECT/ENGINEER: ( A #12 SCREWS, TM / \/_. DIAD BRACE / I/ EACH ATTACHMENT V - / / CONNECTION AT YF E - VERT STUD n N NFU EA SIDE. CONNECT / / 0 EXIST MTL DECK OR EXIST BEAM ' '= 3 5/81, 16 GA Mil STUD U U y TO JOIST CHORD EA END / / / / _I I MAX COMP CONC SLAB - �'• STL C TO SCREWS i E E W/(2)-#12 SELF TAPPING / N/(3)-#12 _ o v m ++ ++ SCREWS NI W!{2)-x145' 1 � VIEW A—A ( DIA X-EDNI POWDER DRIVEN Q — — E 11 L., L-, VIEW B FASTENERS BY NILTI. I ` i /-I � 0 ._ �,., I- V. . „ , ,/ „,a ; L I � � TYPICAL DBL DP BEAM TO B VIEW A-A c--- t I EXISTING IST CONNECTION ) I ' ' I I is E i _-r I . —• --• 5 0 I R 9 I (0071 I ' \ DIAG BRACE ,______ 1_ _\_ _ _r- — / I/2' 1/2' + I + + 0 ai CONTINUOUS \,�\ \\ o MAX MAX + + + N /EXIST JOIST CHORD •\ 2 ,,, v © + I -I + OR BEAM FLG 1 MAK, I \ O LJ L �� DIAG BRACE SEW G-C I > /' + W (2)-#12 SCREW AT EACH #12 SCREWS, 71=P-� + VIEW B-B Q FLANGE OF EACH STUD VERT !` + F` EXIST BAR JOISTS OR1::= C (% 2 . STUD g - STEEL BEAMS @ 6'-O" vi Z `r (2)-#12 SCREWS @ ,..- 12" O.G. --/11-- VERT STUD WAt - I i EXIST BAR JOISTS ORSTO.C. MAX I r- VERTICAL STUD WALL VI' D—D O.C. EL MAX AMS @ 6'-O" DIAGONAL PERPENDICULAR 1�- �- U u� CD VIEW E—E T - TO EXIST BAR _ a �•- STANDARD BRIDGING PER 4) TYPICAL BUILT—UP : AM TO 1,-- 1 ^- �_ JOISTS OR J,, #12 SCREWS (TYP) .k.-`) STUD MANUF REQUIREMENTS BUILT—UP BEAM CONNTION I STEEL BEAMS I `_"i' O E to D (2) 2x2x0'-3", 12 GA A 0 FRAMING CLIPS I U v � 1ST BAR JOISTS ti VIEW C—C - '-8' O.C. MAX I --°—I I ., 4.„„d___Hy,-- E2 O .1 0 1 SEE VIEW B-B 4 Qx I • . i S « iVERT STUD WALL ° PARALLEL TO EXIST ~ _ 0 I 1OR CONNECTION #12 SCREWS, TYP 1 _ 1 ....i ...4-ID E _ I . JOISTS —�T A O . �. 1 ©2017 THE ARCHITECT/ENGINEER ASSUMES NO I O CODED NOTES: 1 B1- • �B RESPONSIBILITY OR UABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN D —D 1 a TING JOIST OR BEAM I I `�",., I SPECIFICALLY AUTHORIZED BY THEM AND SIGNED 1, i AND SEALED FOR SUCH SPECIFIC LOCATION IN THE EXIST BAR JOISTS • E I A .,c _I4— STATE,PROVINCE OR TERRITORY SHOWN ON THE 6'-8' O.G. MAX -•_ -.•- O DBL 6' I.- 16 GA BEAM WITH - r DIAGONAL BRACING SEAL THIS BUILDING USE IS ONLY APPUCABLE IN 3 5/8', 18 TRACK TOP * DIAGONAL PARALLEL 1,-- SEE VIEW B-B FOR AREAS MEETING THE STATED DESIGN CRITERIA. B BOTTOM #I2 SCREW TO EXIST BAR JOISTSCONNECTION DIAGONAL BRACING E 1—,— L J p 12"c/c OR STEEL BEAMS PARTIAL PLAN VIEW G� �C — VERT STUD WALL 2 _} DIAGONALS PARALLEL TO c Q VIEW D-D WHITE BLACK PERPENDICULAR TO G B (T O AT ALL VERT STUDS WI DIAGONAL STUD ATTACHED ,EXIST BAR JOISTS OR E HOUSE II[AR t B T EXIST JOISTS r 1'IL B BELOW, ADD MIN 2'x14 GA .1-•" EACH SIDE OF STUD AS STEEL BEAMS EXISTING JOIST � SFIOWN, I O 2 x 2 x 12 GA x 6' LG FRAMING CLI-, •CH SIDE OF DBL JOIST CODED NOTES: m STORE NO: 1—,.- I--� di__ C 4,E Wr(3)-#I22 SCREWS EACH LEG. '� c� L.J CONTINUOUS 1 I �� 1 I I 3219 — — Li C A - _ B _- _ A 01 6 , 16 GA MTL STUD O 16 GA DEEP LEG TRACK _ TRACK!I` 16 GA DEEP LEG - �_ lc D PROJECT LOCATION: _ .---%. - - I SEE VIEW B—B FOR WASHINGTON SQUARE PARTIAL ROOF PLAN VIEW WALLS Q2 2 x 2 x 12 GA x 6 LG CONTACT ARCHITECT FOR CONNECTIOP: 9336 SW WASHINGTON FRAMING CLIP, ONE SIDE REVISED DETAILS IF PERPENDICULAR TO EXIST JOIST PARTIAL ROOF PLAN VIEW WALLS OF DIAG, W/(3)-#12 #12 SCREWS @ 6" O.G. JOIST OR BEAM SPACING PARTIAL PLAN VIEW ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING SQUARE ROAD PARALLEL TO EXIST JOIST SCREWS EACH LEG. MAX AND 2" FROM EACH EXCEEDS 6'-0". DIAGONALS PERPENDICULAR TO STRUCTURE DIAGONAL PERPENDICULAR TO JOIST END EXIST BAR JOISTS OR STEEL BEAMS SPACE #: W13 TIGARD, OR 97223 PICAL HANGING STUD CONNECTION ATTACHMENT TO EXISTING BAR JOISTS I 1" - 1-0" .. TYPICAL DIAGONAL BRACING CONNECTION ATTACHMENT TOE BAR JOIST OR STEEL BEAM N.T.S.... C DESIGN TYPE: REMODEL ENGINEER TO REVISE REVISIONS: 3 5/8", 16 GA MTL STUD INFILL EA 2"x2"x0'-6" LG, SCREW SIZE 4 FRAMING SIDE. 12 GA FRAMING CLIP CLIP BASED UPON ACTUAL REQUIRED BY: DATE 2"x 2"x 12 GA x 0'-6" CONNECT TO JOIST CHORD, EA END 1"1/(3)-#8 SCREWS LOADING LONG FRAMING CLIP 1A1/(2)-#12 SELF TAPPING SCREWS. A EA LEG 111111111111 EXIST META w/(3)-#12 SCREWS 2 CLIENT AND ` CONTINUOUS TRACK ROOF DECK EACH LEG ` — LANDLORD COMMENTS 02/07/2016 CENTER DIAGONAL �/ (GAUGE TO MATCH I ___771., OVER VERTICAL STUD f WALL STUD, EXCEPT USE 20 A CLIENT COMMENTS 04/17/2017 _ "� 171C: -I.' 1 J ++fmr-nr-4 ++ I GAUGE MIN TRACK) • + J AT DIAGONAL, _ /�v __ REFER TO 1-1/A11.44 + H + ATTACH TRACK TO 1 NALL STUD w/(2)-#8 - + I -, + _ ONAL IS -r SCREWS EACH SIDE. WALLS NI-IERE ATTACHED TO TOP GOF WALL I I �� /\- 1 2 DIAGONAL I I O BRACE 0 r — ' 'INDICATES NO REVISION TO THIS SHEET b 1 +- . DRAWN BY: JMS +- -�•+ CHECKED BY: RHW/ELM +- L + IL -\---\. `v CONNECT TO EXISTING DIAGONAL BRACING OPTIONS 11)A�[bey VIEW A-A STRUCTURE PER DETAIL / C/AII.3 20 GA. DIAGONAL BRACE OPTIONS: 4/5 to t V V ++_ ++ VIEW C-C Cq e) 1- 1 DIAGONAL LENGTH- DIA ONAL LENGTH S.- TYPICAL BUILT-UP BEAM TO '— „ ' Cjj '— „* GERALIIM71 UP TO 10 0 10 1 TO 18 0 ;03769$ VIEW B—B BUILT—UP BEAM CONNECTION / ./•a' / i ,TYPICAL DBL 6" DP BEAM TOooc \ SINGLE 3 5/8', DBL 3 5/8°, 20 GA. STUDS WITH i 5/8" �l_ f "" ... EXISTING JOIST CONNECTION 20 GA. DIAGONAL WIDE FLANGESOF O9 1 5/8" _ 1 5/8" -.7.\VERT STUD NAL EXIST BAR JOISTS @ 8'-6" O.C. MAX C SCREWS*\() PARALLEL TO ___,'-" __ `�ti 12"c/c EXIST JOISTSGT �,. 0i "9 VIEW A-A VIEW B-B EXIST BAR JOISTS @ -4 �� 8'-b" O.C. MAX �j SPACING OF DIAGONAL BRACING * CONTACT ARCHITECT FOR LENGTHS __,,c CODED NOTES: 9� INTERIOR PARTITIONS - 48" O.G. MAX LONGER THAN 18'-0". 4'/19/201 7 -4 - DIAGONAL C� J C ti STOREFRONT FRAMING - 48 O.G. MAX PERPENDICULAR 1 EXISTING JOIST I Q " EXTERIOR WALLS - 48 O.C. MAX VERT STUD WALL TO EXIST BAR I DRAWING TITLE: PERPENDICULAR TO JOISTSNNL,/ DBL 6" DP, 16 GA BEAM -' EXIST JOISTS © 0 11 FRAMING '� $ $ WITH 3 5/8 , ib GA TRACK E TOP BOTTOM #12 SCREW DETAILS S J @ 12 c/c I til42 x 2 x 12 GA x 6" LG FRAMING CONTINUOUS TRACK (GAUGE TO MATCH _sem CLIP SIDE OF ib GA BEAM NALL STUD, EXCEPT USE 20 GAUGE MIN Lir 7 LII" • (3)-#12 SCREWS EACH LEG. VIEWS A-A * 5-B TRACK) REFER TO 14/A11.4 B A— B �A B __ ,_ -_- _ DATE ISSUED: ,� JG 4 , -\ 12/21/2016 C , CONNECT TRACK TO VERT STUDS �,s r NOTE: FOR DOUBLE STUD 4 PARTIAL ROOF PLAN VIEW WALLS DIAGONAL PARALLEL 0 DIAGONALS, "SECOND" STUD W/(1)-#8 SCREW IN EACH FLANGE OF EACH PROJECT NO: PERPENDICULAR TO EXIST JOIST TO EXIST BAR SHALL END AS CLOSE AS STUD, EXCEPT INSTALL (2)-#8 SCREWS IN CONTACT ARCHITECT F REVISED E/ N ACH FLANGE AT VERT STUDS WITH _ JOISTS DETAILS IF JOIST SPAGIN EXCEEDS POSSIBLE TO END CONNECTION, DIAGONALS 1 5 Pt „ TOP 4 BOTTOM. 29 1 `} $_6 DRAWING NO: - -- — — (4)—#8 SCREWS PARTIAL ROOF PLAN VIEW WALLS -- NALL OR STOREFRONT STUD. PARALLEL TO EXIST JOISTA 1 1 • 3 N.T.S. 7T4PICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO EXISTING BAR JOIST "' NJN I TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORIES D, E & F �� - i�-°�� A I , ZOWNER: -- cis-11E0's , 11215 METRO PARKWAY ,Il 611 - ----\. FIELD WELD L2x2x1/8 FRO OAD ''‘``•--- FT. MYERS, FL. 33966 . LOCATION TO NEAREST •P CHORD • PANEL POINT. (TYP =-'-'9 14 SIDES OF VERTICAL \DIST) ARCHITECT/ ENGINEER: 1t8 SCREWS, TYP- 10, WALL Al1 A STUD #494 - - E E c.) 9 8 8 [i----- -----11 I- - - -- - -4- - - 4-- - - - -4- - --, I- -- 7 r - 1 #8 SCREWS, TYP SUPPORT .a• -.E _, • • • rir_"-NN ANGLE '---.. .. U 8 8 8 8 _ ..c.c' 1 ') 7TOP TRA_CKN I z--TOP TRACK t e io \ 1 cg cu 0 - cqco .72 z SPLICE (CE TERED Alk1 W, 0 1 - ----.. . BETWEEN VERT ..-----... STUDS) L . I - I • I 8 E CI • • • • I a iz ‘—_ VERTIC_J I__ _ 1 I — j"-- - - - 1-- - j ri_ _ _I L _-_ _ i NS TE sCT ION =---\--METAL STUD x NI"- 3/16 \ 3 AL WALL / EXIST. 5AR JOIST l'YP tan .1- 3/16 / 3 -\- . i 8 co METAL STUE) x II-0" \ 111( 2 ,t . STUD (GAUGE TO MATCI-I GAUGE OF TRACKYr yrY13/ 1/8 V I 1/2 0 1 ANGLE OPTION al NOT USED S TOP TRACK SPLICE N.T.S. H 1 A6 _ IIST REINFORCING I N.T.S. NINR, I ix) , I cp GS 1. EXISTING ROOF CONSTRUCTION: METAL DECK WITH BEAM SUPPORTS. SEE PLAN FOR SPACING. A :E in rc, P3000 UNISTRUT r--"-- _ tin g -crg 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE SPRING NUT I----10 TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS -Y 2 INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR I o0- au, TIE-DONNS THAT MAY BE NECESSARY. SUCH MATERIAL S1-IALL HE REMOVED AND SHALL REMAIN THE /z PROPERTY OF 11-1E CONTRACTOR AFTER COMPLETION OF THE PROJECT. -Ell Ei / 2 c% c.pr co 0 co (11 LCD E 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECH UNIT DIMENSIONS SI-IALL BE - IF UNISTRUT SUPPORT IS MORE E COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. . THAN 3" FROM THE BOTTOM CHORD ---,,.........., _ STANDARD NUT ''----.•\. PANEL POINT, TI-IEN INSTALL 4. SUPPORT FRAMING SHOWN IS FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF A JOIST REINFORCING AS SI-10N I DIFFERENT UNIT IS TO BE USED, CONTACT ENGINEER BEFORE PROCEEDING. VIEW A-A OR REINFORCE J PER DETAIL D/A11.4. ©2017 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF 5. ALL STEEL SI-IALL BE ASTM A.36. 8° DIA A36 TI-IREADED THESE PLANS FOR ANY PROJECT OTHER THAN 4 4 RO• STALL SNUG TIGHT, 11 .0,00 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE (. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION DO NOT •• - TIGHTEN) STATE,PROVINCE OR TERRITORY SHOWN ON THE AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". (LATEST EDITION) , 7 , SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. 7. ALLWELDING SHALL BE DONE IN ACCORDANCE WTH I "AMERICAN WELDING SOCIETY" SPECIFICATIONS .,...•.. . (LATEST EDITION). EXIST ' WHITE BLACK 5AR J0110 ----- ...,.........,,,..._ 8. WELDING ELECTRODES SHALL BE E70)0(, LOW HYDROGEN. HOUSE MARKET Pft - qEXISTING. IF STRUCTURE IS DIFFERENT THAN SI-IOSTA • D NUT NN, CONTACT THE OWNER'S REP. AND ARCHITECT : :-/--- 1 LLEfj BEFORE PROCEEDING WITH WORKIl r ANY IN THAT AREA. ' Li _ STORE NO: r- __,---------- AIM' ,,— LIST 3219 'Tr A P2786 CLAMP BY _..._ -,11 =AR JOIST PROJECT LOCATION: UNISTRUT TYP, - - MAX WASHINGTON SQUARE EA END "1B\-STANDARD NUT * P1001 UNISTRUT 9336 SW WASHINGTON VIEW A—A WASHER PLATE SQUARE ROAD P3000 UNISTRUT UNISTRUT OPTION SPACE #: W13 TIGARD, OR 97223 NOT USED RI STRUCTURAL NOTES I S N.T. . _ L Jo - REINFORCINGI NIMS-,, 1 - -----,„QH DESIGN TYPE: REMODEL I SPAN STUDS IF 3/4" FRT PLYWOOD IS NOT ALLOWED BY MALL OR BUILDING OFFICIAL, THEN SEISMIC RESTRAINTS. SEE I 0 DETAIL J2 REVISIONS: MAX. 6'-00" 6005162-68 AT 16" O.C. REPLACE PLYWOOD WITH 3/4" VERSAROC STRUCTURAL CEMENT BONDED PARTICAL WATER HEATER w/GALV DRIP P 61-0" - 121-3" 6005162-97 AT 16" O.C. BOARD BY U.S. ARCHITECTURAL I 1 (150 LBS. MAX TOTAL WEIGH , SEE EXIST FLOORNUT, NASI-IER PLATE REQUIRED BY: DATE PRODUCTS, INC., OR EQUAL. PLUMBING DWG5) * SPRING NUT DOUBLE NUT * 2- 1 GR-•TER THAN 12 _31l CONTACT ARCHITECT (--- LDOOCUKBLNEANsUHTER* LOCK WASHER / CLIENT AND , 32' MIN. e FOR WATER HEATER SUPPORT IN HIGH J-2 / / ` WIDTI-1 OF C5P5 # SEISMIC AREAS WHERE HOLD-DOWN __/ AII.4 I AII.4 A LANDLORD COMMENTS 02/07/2016 CLIENT COMMENTS 04/17/2017 STRAPS ARE REQUIRED. A; . .. . • • . . • 4 - • zi • L L. L4x4x3/8 SUPPORT V / / . 4 • ' r ANGLE - 6'--8" MAX. _ IPY t---1 1 n 114 • 1 ••,... ' . — ..._ __r----r - -- i--•--r----- i -1 AI1.4 Azzzz......z.,..- 1.7,-)7/7-7- 1. . Ife, • AgrAin ..•.,/,„y,,,,,,,,,,,,i,,,, 41 ALLOWABLE SPAN T (2)-tte. SCREWS @ I - I \ 1 1 / / Ae / / / / / / / 1 " 0.C.±, THROUGH FINISH INTO EXIST L r----"n I I I I 1 1 ,L EXIST BAR 1/2" DIA. HANGER ROD ------------.4r.,C /. ... _ L _ _ _ L _ _ L _ _ _ L __ _L _ _ TENANT SEPARATION I NI N JOIST WALL STUDS 7-1+__4 ____ .- I-- , I 7-1 1 LL_I . R • • HANGER SEE ARCH 1 EXISTING I PI II / '' 1/ - I ULU , ____UL 4..A---J ' DRANNGS FOR 1 TENANT 712 JOIST PER TAB 1 CONT CLOSURE TRACK i I SUPPORT MIMINT - - - - Ic --- OMAN J/A11.4 (SEE - -‘0VE PROVIDE 1 -412 SCREW ( ) MINER - - - - - IlliiiiillPi •INDICATES NO REVISION TO THIS SHEET STANDARD SEPARATION I WALL FOR SPACI ) EA FLANGE OF EA JOIST \/ EXIST ANGLE RESTROOM FRAMING a- PIN BAR I DRAWN BY: JMS AO I % (2)--n; SCREWS AT EA • JOIST (2)-#10 SCREWS AT EACH JOIST 1 1 I JOIST — Al SEE DETAIL A 1.4 D/A11.4 FOR P1001 UNISTRUT A2 A A iH STANDARD NUT CHECKED BY: RHW/ELM I 1 JOIST — -*786 CLAMP BY ril . SEISMIC 1 3 5/8" 16 GA. METAL STUD REINFORCEMENT UNI- RUT TYP, I RESTRAINTS. 1 / PARTITION - ALIGN STUDS Li\i-L-L SPRING ISOLATOR, EAE *"....,_ STANDARD WASI-IER 15LED lijk SEE DETAIL J2 DIRECTLY UNDER JOIST (TYP.) TYP (INSTALL PER SPRING 1 •LATOR, PLATE TT—N--7— SEE DETAIL MANUFACTURER'S TYP (INSTA PER WATER HEATER iiiii i SEC • N G.C. TO ANCHOR WALL TO SLAB WITH I 1 ClAllA FOR W/GALV DRIP PAN a ti,.-1, s . RECOMMENDATION) MANUFACTURE- STANDARD SPRING NUT 'AQ' n " O.C. JOIST ,a RECOMMENDATIO — (ISO LBS. MAXREINFtelt TOTAL WEIGHT, SEE S.SHREMSH PLUMBING DWGS) EXPANSION BOLTS AT 41-0CS P1001 UNISTRUT - 6`--8" GERALD 3769 MAX. ALLOWABLE SPAN 1 \ 1 METAL STUDS PER TABLE 1 J/A11.4 1 rgt. 1 \ LINE OF WALL BEYOND 1 (RESTROOM lAlIT 0 1/2" DIA. HANGER ROD OF 0-0 WATER HEATER TO BE STORAGE LED OPENING TO PLATFORM '- 1 p1 SUPPORTED BY A2" . •. ROD HANGER MINIMUM OF 3 JOISTS ABOVE.) 3/4" F.R.T. PLYWOOD DECK I . AIR HANDLING UNIT - AIR HANDLING UNI ill HANGER -OD A2 NTS. I HANGER ROD ---------------''RESTRAINT 3/4" TI-110111- - ThlOOD SUPPORTED BY 4 SUPPORTED BY NOTE: POSITION STRAPS TO MISS WATER 415'-7 3/8" A.F.F. \ I SUPPORT POINTS SUPPORT POINTS 1/2" DIA1,200 LBS. MAXIMUM 1,200 LBS. MAXI HEATER FITTINGS. .\\ 01ST PER --I ' - - - *F — — — r — -- — 1-- - - -- I- — — — F — el DETAIL - =LE 1 J/AII.4 1/2" DIA. HANGER ROD 4/19/2017 @rer — -cr , PLAN VIEW 2" WIDE, 16 GA. .w-,- 1 • DOUBLE NUT AND DRAWING TITLE: HOLD-DOWN STRAP. - -• • LOCK WASHER, TYP. P1000 UNISTRUT FRAMING RESTROOM WITH NO CUT TO FIT. , I ' 1 - -7(2)-#12 x 3/4" LEDGE ABOVE LG SCREWS I Lfri , I I NUT 3x2x12 G• 4" LONG 481-0" A.F.F. , . . . . . • . ,. , OA I ts- . - STANDARD SPRING DETAILS FRAMI 1: CLIP LLH • % - UNISTRUT#5 SCRENS @ 8"c/c A CONNECT PLYWOOD DECKING TO (TI TO WATER SEE NOTE BELOW NUT, WASHER PLATE * I SUPPORTS w/#8 SCREWS @ 8" c/c H- -TER) ii NM> 7 SOLID BLOCKING AT 16" O.C. , . P1000 NUT STANDARD WASHER AROUND PERIMETER OF DECK, AT PANEL -// N• W/ 16 SPRINGA. CLIP TO JOIST • — L2 1/2x2 1/ /16 #8 SCREWS @ AILIII PLATE DATE ISSUED: EDGES AND AT INTERIOR SUPPORTS. 3x2x12 GA x 4" .' / • 1/211 x 4" WOOD TRIM (CLEAR PINE . - A1/AI1 SIM. 8lIc/c - SEE STANDARD NUT LONG FRAMING '*--*, / To OR POPLAR) - RUN CONT. ALONG , NOTE BELOW 12/21/2016 , CLIP LLV TOP EDGE OF WALL; G.C. TO SAND s. ROD HAN - R G.C. TO PROVIDE SOLID NOTE: Nk .41111 . cv ALL EDGES SMOOTH; PAINT WOOD P-1E3 . • - ANGLE SU ! • ORT OPTION UNISTRUT SUPPORT OPTION J''.1%_}.° N.T.S. - BLOCKIN . ,- .°11... PROJECT NO: IN JOISTS AT 71-On O.C. MA . DRIP / \ 5/8" GYP. BD. - PAINT I P-IA , "LI , 160529 G.C. TO FRAME STORAGE D K ABOVE PAN ----IP' , • ig , r \ ALL UNISTRUT MATERIALS AND WHEN ATTACHING ANGLE OR TOILET ROOM AS INDICAT-• PER THIS CONT. BRIDGING AT 4'-0" 0.C. DETAIL, REFER TO A3. OR JOIST ./././7//t4 ////. , CONNECTIONSSHALL BE INSTALLED UNISTRUT TO BOTTOM OF AHU W I T DIRECTION TO ACI-41 MAX. CAPACITY H STRICT CONFORMANCE TO ENSURE NOT TO HIT INTERNAL DRAWING NO: OF PIO PSF. G.C. • POST CAPACITY x 1 1/2" LG SCOTS TRUGRIP MANUFACTURER'S RECOMMENDATIONS COMPONENTS OF AHU WITI-I SCREWS Al 1 • 4 AFTER COMPL=P ON. COORDINATE THIS jr 1" /3 it", k 'RENS WITH BONDED WASHER BY WITH THE 13 DING INSPECTOR BUILDEX, THROUGH THE DRIP PAN 3" ef AND INTO THE PLYWOOD. NNNNI YATER HEATER SUPPORT ABOVE RESTROOM SEISMIC DESIGN CATEGORIES CI DI E & F 1 7z_ Nj,1,17r4NGING UNIT SECTION I _ 1 OWNER: EDGE OF DRYWALL. BEYOND DOOR STOP chicors EDGE OF METAL DOOR JAMB _, \ EDGE 0 IP...MALL BEYOND , N _ „,,,------ EDGE OF METAL DOOR JAMB (1) LAYER 't MANHATT"-• AMERICAN ZINC 11215 METRO PARKWAY - . ATTAN AMERICAN ZINC OF 1/4" •111I LINE OF BASE BEYOND lw (16 '. FLOOR TRANSITION FT. MYERS, FL. 33966 (16 GA. LOOR TRANSITION CARPET PAD NOTE: ALIGN TOP 0 E CARPET. MALL BEYOND )1•1 NOTE: ALIGN TOP OF TILE FLOORING WITH TOP OF S.S. ARCHITECT/ ENGINEER: FLOORING WITH TOP OF . ADHESIVE F.* TRANSITION STRIP TRANSITION STRIP ALL FINISHES TIGHT TO FLOOR , \I\ ALL FINISHES TIGHT TO FLOOR ti .5 E E TRANSITION STRIP. DO NOT ___\___ .4.11&116.... 1 rIel TRANSITION STRIP. DO NOT TENANT CARPET 03 . TENANT TILE a) a) 0 0 ,c E LI u LEAVE GAP OR GROUT LINE, TENANT VCT FLOORING FLOORING LEAVE GAP OR GROUT LINE. FLOORING FLOORING < ‹C 0 o , c . ..-..-x _......-or--70,„r..***, •e• . •• „ • •••••••••••• •• •••• • •••••••••• .••‘... 1.:. • • I I,*.,****V.V.,.••.*.....4.....••..***V.V.V.V. ASV V.*••••••••••••••••• V.. • • • . • •••44:4: . .4"•Vi*..4•141 to.'4•01.4.-.44:,-, ••••••••••••• •••••-••-•; •••• ••••••••••••••••• •••••• •••••••••••••• ••••••.4 U .t, rt Li()) t: G.C. TO ADJUST SETTING BED -.k.-••. • '- .' •• •. • , • . .. •. .. H• •-'': • . - • ,• *Al i t \SA.,w..4.. 4 1....**.• "6:44 SM.,..........„ .,„ 4.,,S,S.,* ASS. 4,,,,,S,S St,41.4,,4%, a,„S,S ilk.,„•4*„....,,,,•,..4..,•••• • - .: ••....•.._.. - ' ''•••,, - ...., ' A 11.. 41179187::tiii3, l'AP-44,414.44.449 tIN ••••i.'1'4,4°1'.••••4 it 1,24.41,,V4,43$Kti.433? in•4.1K1 IOW IT.SS.c c4:4;1.1.41 G.C. TO ADJUST SETTING BED ... ' I IOH MO- -'4, NIA lif; 11 .r.-4 :r. 411-14 ,,,, .r,,v i " pe" 'i 4' '° *5 4 ' ,11' '''P 0F:1414011c- 1 t liAl ' 11141' 1 14'11'1"k1141149 " Z 1." 1 11 11411,11(111$1011114 "*"....*::•:::•":SA:$1.1.• ::".. ••••41.1.14- 1 iio t+ I • 4 4 ,) 41,0115,, 0,.. Nyo 4,4 / ,1,1 A Oh ji MI IIII 4 A II0 414- L (e '6) UNDER FLOORING TO ACHIEVE . UNDER FLOORING TO ACI-IIEVE , g11( k ., 't., t',.'1 -,NJ I.' . It . 01,1 At+ Nod ObJ .. '4.4 1 4'ii. ,i,tt... ..,,..L.j,124_. ,tiqUir.INOilhi.....,19 • 11 ,. El2 2 0 FLUSH TRANSITION ' • • ' • FLUSH TRANSITION 1 :, . .............. . .............. ..... .. .. .. . ,............. ... . . ..... ... ... • . ... . .. . .. '''''' ''''' 0 c c t A - A v < • Z1 ...... ..... -a 4 4 ' 4 .0 >• c ALL TRANSITIONS BETNEEN 4,1 4 . ALL TRANSITIONS BETWEEN 4 CaD' E DISSIMILAR FLOOR MATERIALS . d4 • 4 DISSIMILAR FLOOR MATERIALS 4 a a .! • a • A A 1 i= < < 6 MUST BE FLUSH AND LEVEL. MUST BE FLUSH AND LEVEL. ' NO REDUCER STRIPS SHALL BE PERMITTED. SALES/NON-SALES DOOR NO REDUCER STRIPS SHALL BE PERMITTED. G.C. TO FLOAT FLOOR A mINIriuri OF tdr) 6'-011 OUT FROM TRANSITION STRIP .t G.C. TO FLOAT FLOOR A MINIMUM OF TO ALIGN CARPET TO TILE FLOORING 1 n 61-0' FROM TRANSITION STRIP TO ALIGN PREPARE 2 SLAB BELOW TILE E SUBSTRATE. STAGGER SEAMS STAGGER ALL SEAMS OF VCT FLOORING TO TILE FLOORING FLOORING PER MANUFACTURERS EXISTING SUBSTRATE i SPECIFICATIONS - SHOT BOUND EDGE INSTALLED BY G.C.(FROM o BETWEEN SUBSTRATE AND EXISTING SUBSTRATE BLAST / SKIN COAT AS 5: 2 RUBBER FLOORING MFG) LIJ -0 REQUIRED ----------- .-=-----'- 0. .-- VINYL FLOOR TRANSITION 1 1 ruEL- -_, jiL-E'fa CARPET FLOOR TRANSITION 1 1 rut-4,_ ... ------L-Q CC c g 2 z l•r) cii 0 7, . ,.., I io 1E 0 ziF, tWr) < cc I I (1) LAYER i I MANHATTAN AMERICAN ZINC l' 0 E ic) OF 1/4"1/4" Elt —i LINE OF BASE BEYOND JP./ (16 GA.) FLOOR TRANSITION MANHATTAN AMERICAN ZINC Clg CARPET PAD LINE OF BASE BEYOND N.. (16 GA.) FLOOR TRANSITION CI CARPET r44 LINE OF NOTE: ALIGN TOP OF TILE co_c Ft Ei4., LINE OF NOTE: ALIGN TOP OF TILE ADHESIVE 3.] FLOORING NITH TOP OF S.S. ALL FINISHES TIGHT TO FLOOR \\\\\\ NALL. BEYOND ).J TENANT VINYL TFLROOANRSIINTGIONNITSHTRTIPOP OF 5.5. • ALL FINISHES TIGHT TO FLOOR NALL- BEYOND FLOORING TRANSITION STRIP 02017 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN TRANSITION STRIP. DO NOT TENANT CARPET of 0,.. .. ,. 0 ,, .,.r.g. // LEAVE GAP OR GROUT LINE. FLOORING LEAVE TRANSITION GAP ORSTRIP.GR 0Li TD OLINE.NOT FLOORINGTENANT TILE ssPTEA:FipcRAoavYINAcuTE0HoRRTiezRERDITB0YRTyHEst•Ho•mNoso:GNNTEHDE AND SEALED FOR SUCH SPECIFIC LOCATON IN THE .. , . ' ' ',M, ' '' '164 ' -4 "i41": t44.'",:4,Wi M4 '''''' ,N,V'T f4' 0, 11 • • ' • SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 4wd ••••••••••• •••• • • •••••••••••••••• •• ••• ••••• •••••••••••• ••••• • ••••• • •••• , • "- •'•FT:LE,cr)°7-7NIN-G - s,. .--•••,--• -• - ••-• - ••• ::•• AREAS MEETING THE STATED DESIGN CRYTERIA 4....r. ''' ' P 0A, "? 4 :7, °6.11/ /: k+r'' 1' " ''' N 0. 41.°4 M4 4 .Y wr " II'V '4 4 WY ,0 " 4 II ' . ''• '. ' ' - .. MN FOry t .4.4, 4.1 MA. AN 'N'''' I. 01 '''40 . ••••••• •••• ••••••••••••••••••••••••••• • • •• ••• • •• • G.C. TO ADJUST SETTING BED ,X,7` ,.., , i ii fr,V ,,,,, ,,,„I '"'''4,., 4',,7,.14'-, ,O.. 2-• 1 , , g _:;• ,Ni 0.,y tia,.. ,N) ., . . $1 , " Pc • .: /. . . . . •• • • • •• •• • •• ••••••••:•:•••••••:•••":*••••• •• •• •••••••••••••••••••• •••• •.• 4••• ••• • ••4 p•••• 4"• ••••••••• ••• •,: • •... ••--..:.,;-._.---;,.•.%••:• ,, --, :.: .:,:... -.••. .: . , , .•.. %::. • UNDER FLOORING TO ACI-IIEVE • ,1,1 , - i .„. . * ' ." A'' . ''' '' •• - •••• • ! G.G. 70 ADJUST SETTING BED -.E .• • _ . ... ' WHITE BLACK FLUSH TRANSITION . 1 " UNDER FLOORING TO ACHIEVE . . . . . . . . 4 • 4 . - • . a FLUSH TRANSITION • • • • - HOUSE MARKET 4 • . • ,.. . . < d 4 < / / / • < zA G.C. TO FLOAT FLOOR A MINIMUM OF . . . . • ZI . • < STORE NO: 4 /7 ALL TRANSITIONS BETKEEN . 4 d . • • 41 • - 4 DISSIMILAR FLOOR MATERIALS < . 4 . < DISSIMILARN ALL ETRANSITIONSucERsT R1FLOORpss HBAEL MATERIALS NB EEpEE4 4 ° • MUST BE FLUSH AND LEVEL. . 4 d . ITTED, 6 • 4 - NO REDUCER STRIpS SHALL BE PERMITTED. EXISTING SUBSTRATE MUST BE FLUSH AND LEVEL. 4 ' < 3219 BOUND EDGE INSTALLED BY 61-0' OUT FROM TRANSITION STRIP PROJECT LOCATION: PREPARE SLAB BELOW TILE G.C.(FROM MFG) TO ALIGN TILE TO NOOD FLOOR WASHINGTON SQUARE FLOORING PER MANUFACTURERS G.C. TO FLOAT FLOOR A miN[muri OF STAGGER ALL SEAMS OF EXISTING SUBSTRATE SPECIFICATIONS - SHOT 9336 SW WASHINGTON BLAST / SKIM COAT AS 61-0" OUT FROM TRANSITION STRIP SUBSTRATE. STAGGER SEAMS REQUIRED TO ALIGN VCT TO CARPET FLOORING BETWEEN SUBSTRATE AND FLOORING SQUARE ROAD SPACE #: W13 TIGARD, OR 97223 FULL L TILE TO VINYL FLOOR TRANSITION 1 FULL C DESIGN TYPE: CARPET TO VINYL FLOOR TRANSITION 1 - 1 - REMODEL EDGE OF DRYWALL BEYOND -------___ , \ . DOOR STOP EDGE OF METAL DOOR JAMB DATE is. Ae EDGE OF DRYWALL BEYOND MANHATTAN AMERICAN ZINC .1k (16 GA.) FLOOR TRANSITION (1) LAYER :::::1:::S: EDGE OF METAL DOOR JAMB MANHATT!-• AMERICAN ZINC A CLIENT AND OF 1/4" .4( LINE OF BASE BEYOND )P• (16 ' . FLOOR TRANSITION LANDLORD COMMENTS 02/07/2016 NOTE: ALIGN TOP OF TILE FLOORING CARPET PAD WITH TOP OF 5.S. TRANSITION STRIP A. CLIENT COMMENTS 04/17/2017 CARPET 144 LINE OF NOTE: ALIGN TOP OF TILE ADHESIVE WALL BEYOND 0 FLOORING NITH TOP OF S,S. TENANT VCT FLOORING \ TENANT VI NYL FLOOR I NG TRANSITION STRIP ALL FINISHES TIGHT TO FLOOR TRANSITN STRIP. DO NOT • • . .. ... ... . - . . , .. • ,. ••••., • - • ' - • • • • • • •• • • •• ••' • • ..• .. • - • . . . . . . . . . •" " • . •...• . . . , , , , . , ,,,...., , .,, , . . ,.... , . . IO :. :... TENANT CARPET 0)4 TENANT WOOD • . •... . . .,. ::. • : - LEAVE GAP OR GROUT LINE. \ FLOO ' PRING FLOORING ..• :., •• • , -.• • - • . .. ' - ' - '' • .- _-_ . - / ' “igt •11". 11111""Ii„ 11/ 1144.114 ' I '11100,1 I ' r ., 1 !II JHpli rellilli1414i • - • . . - , a ..- . .. 4 131,— po ,„, ,,,,c,N, '„4117,1:1ii , -ZX ' my , '4 N,V 4 4,$g, l'0411t1' ,irro++1411I A ' JZ' :470',1,7/ '41141,+++910 H a . 4 - . 4 • G.C. TO ADJUST SETTING E3ED 74'.,a;,i'''Z1.4". l''''''g. ,A, ,A Ji,' ,,HI .7,''' IN.k im, H ,,,,,tzi'o , ' :4 , 11 ;4, ilvot , '77:',-, .6W "pd), 11i11!411110411A AlliT1114 • . . • • < ' • • 4 UNDER FLOORING TO ACHIEVE /IL. 41 NIII °I I I I 0 I. 140611.-F r . ,tk.Alf. , -•,. .A,W.. 0., ...kilt Ain., i A. ,1! .o . _ , .., ,,,...w.,.. . . . . .,..•-. . . .,... .. :., .....- . • • -14 d - • 1 1 1 -45241fing .• -...:-:.:.:.:..-.....::::......-..- . .....:........:::•::....::::.:•::::-.:::::.:......:::.:.:.:..-:.• •N. <1,6 . . .. . 4• . - • FLUSH TRANSITION ' ' " ... .. . . " . . . , A \ <1 . -A • " < 4 . ---wiliwiliF - ,6 • ALL TRANSITIONS BETWEEN \ SALES/NON SALES DOOR ALL TRANSITIONS BETWEEN 4 . GI a a TO ALIGN CARPETTLOR . 4 ° a . . • a . 'INDICATES NO REVISION TO THIS SHEET DRAWN BY: BRW DISSIMILAR FLOOR MATERIALS DISSIMILAR FLOOR MATERIALS 4 4 • 4 4 CHECKED BY: RHW/ELM a FIAPLooriTOIRNIIAriNGnNOVFCGT1-0" MUST BE FLUSH AND LEVEL. MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED, FROM TRANSITION FLOAT Tscirl AOFRRNIF7SE SUBSTRATE NO REDUCER STRIpS SHALL BE PERMITTED. TOAORN TRANSITION TooODNMINIMUMFLOOR RPOF 6G1.50.ii TOZ2OuTF LFORAOTmF tE D AR PREPARE SLAB BELON TILE 4G e STAGGER ALL SEAMS OF FLOORING PER MANUFACTURERS EXISTING SUBSTRATE l' SUBSTRATE. STAGGER SEAMS EXISTINGFGL.C. G.C. TO ADJUST SETTING BED SPECIFICATIONS - SHOT •4tI n BETWEEN SUBSTRATE AND UNDER FLOORING TO ACHIEVE BLAST / sKiri COAT AS BOUND EDGE INSTALLED BY FLOORING FLUSH TRANSITION REQUIRED G.C.(FROM MFG) GERALD S.SHREMSHO ----- • 3769 K 1 FULL fik-RI= ET TO WOOD FLOOR TRANSITION I FULL__ 4,15_ ,4 0-4 e VCT TO VINYL FLOOR TRANSITION 1 _ 1 oF o0 ... -- G.C. TO PROVIDE ACCESSIBLE Nt ‘I't • CHAMFERED EDGED 1 MARBLE THRESHOLD' COMPLIANT MARBLE TI-IRESI-10 • AT TOILET ROOM DOOR. SEAL AULK, ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS OF TILE FLASH AND INSTALL PE". riusT BE FLUSH AND LEVEL. NOTE: -OLOR TO MATCH FLOORING NO REDUCER STRIPS SHALL BE pERMITTED. MANUFACTURE INSTRU ION. G.C. TO START AND STOP 5.5. OOR JAMB •91/t BACKSIDE OF 1/8" NAX.\ ALIGN TOP OF I FLOOR TRANSITION STRIP TIGHT D BOTH FLOORING PREPARE SLAB BELOK TILE TO EACH SIDE OF DUSTPROOF TENANT TILE FLOORING Ul TENANT TILE FLOORING MATERIALS NITH TOP OF ZINC FLOORING PER MANUFACTURERS SPECIFICATIONS - SHOT 0 STRIKE 4/19/2017 +IC DOOR STOP DIVIDER STRIP BLAST / SKIM COAT AS REQUIRED MANHATTAN AMERICAN ZINC *V•••• *V ••••• •• • ...••••••••• - V.V.*. ...••••••••••••••••*. *V.V.*•1 DRAWING TITLE: • ••• ••• • •••••••• •1 ••••••••••••••••••• •••••114 (147 GA.) FL-at:1R TRANSITION 4!„ S.••,......... .. AV •••••••••••••.., t, V. ••••••••••••••••••••••••••••••••••••••••••••••••44 ••••...... •••••••••...•••••••••••••••••41, ii•44.•***...•••••••••V.V.**.•••••VS*v. L_ 2 ' . •••' . .. . ... -. ... . ,. .. .. . . .. 1 VINYL FLOORING 1 1 VINYL FLOORING 1 =-1C) MAX 1 _.I .. . , . . . V -V- 5DE TA. si-4ToRL 1 EK Ex j N2 1/2" TRANSITION .:, 1-)D7ELEIII -01.)111TOP OF STRIKE MUST DETAILS I E E # e .,. . .• •. . . ......,,. „•. .... , .. .. ,.. .. • . < Y.1 1MAX a . , 4. 4 . ' SIT FLUSH ON TOP OF FINISHED FLOOR. RECTANGULAR PLATE TO I / DUST PROOF STRIKE (DO NOT - 41 . • H, L A • 4 < . .. , . . . . . . . . .. -.\- -J •. . . ... . . . . ' .4. . 4 . . .. . . :111 , ., ., ' . . , . . • N RECESS DONN INTO FLOORING I INSTALL PLATE) _ I . . . —1 .. ,.. .• .• ... p .. , ,., „ , . . ...,.-•. . . .• • G.C. ENSURE SMOOTH AND LEVEL GROUT TO BE RECESSED AT TILE \ TRANSITION - VERIFY IN FIELD I JOINT. CONTRACTOR TO REMOVE SAVA ---L---..---------, TENANT VCT FLOORING GROUT TO BE RECESSED AT TILE ,e1 d . -4,6 . • . n — n ANY EXCESS ADHESIVE OR ---•••(:-,---'.----j----._.-----r"t—T' ___NiViia Joinii. CONTRACTOR TO REMOVE . • • <1 • • Z DATE ISSUED: ., .. . : . . . . . . . . . ANY EXCESS ADHESIVE OR < I lik ,6 • 4' 0 MORTAR FROM JOINT AREA PRIOR MORTAR FROM JOINT AREA A-6 . • • — IH — LI' — TO INSTALLATION 12/21 /2016 • _I _ PRIOR TO INSTALLATION. (E) CONCRETE TENANT VINYL D I I1 NALL TILE FLOORING si 4 1 FLOORING E 1 1 z po NOT FILL FLUSH SLAB G.C. TO ADJUST SETTING B .* TO ACHIEVE FLUSH TRANSITION PROJECT NO: 4 G.C. TO ADJUST SETTING 1 ' • .(/ •••••••••••••••• ••••••• ••• ••••••••••V.V. • 44 •••• ••••• •••• •••••• ••• ••••• a< 4 BED TO ACHIEVE FLUSH I • • ••• • •••• -- ' *:+41 ika••••14 V14:.••• ..e._„: :,' --' ' • • ‘•' ' ' ••••••••••• ••• _ .j ..*V. •••••••••••••••••••••• ••••• V.V.* ....• ,., 160529 THIN SET BED .•'. ••..' - .:• .:,. .,.' WSW V.V.*.*V.V. _ L.---..-•• •'.fratt h Ai Ait A,•&•‘• ••••••• • • •• •• •• ,i i A Cl TRANSITION BUTT BOTH FLOOR FINISHES TIGHT ,. .:• . . . - .. . . .... , . - G.C. TO SL-1--..LY AND (1/a" riAx.) TO ZINC STRIP - NO GROUT JOINT INSTALL ALU . ACCESSIBLE EXISTING SUBSTRATE — - COMPLIANT TRA ..ITION 44 4 DRAWING NO: N. STRIP INSTALL WATERPROOF MEMBRANE OVER 4 4 GROUT JOINTS ARE TO BE 1/B" FLOOR SLAB AS REQUIRED .- G.C. TO FLOAT FLOOR A MINIMUM OF <7 NOLLON METAL DOOR HOLD CRITICAL - NOTHING 61011 OUT FROM TRANSITION STRIP G.C. TO ADJUST SETTING BED GREATER EXISTING SUBSTRATE - NO EXCEPTIONS TO A121:&N NO9D TO TILE , TO ACHIEVE FLUSH TRANSITION. Al 2 . 1 7C6NC. TO VINYL FLOOR TRANSITION 1 1 FULL _ * GROUT DETAIL FULL _ j *CESSIBLE THRESHOLD TRANSITION 1 1 FULL - N1NE INTERIOR ENTRY FLOOR TRANSITION FULL - A OWNER: GENERAL NOTES r \ REFER TO REFLECTED* 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT chicos CEILING PLAN LEAST 1" INTO SOLID BLOCKING. 2. WATER RESISTANT GYP. 5D. TO 41-0" A.F.F., TYPICAL ON ALL WALLS. WATER FOUNTAIN NOTE: /' 3. (CO' ACCESSIBLE TURNING SPACE TO BE PROVIDED IN ACCESSIBLE LAVATORIES. 11215 METRO PARKWAY F THE WATER FOUNTAIN IS LOCATED IN THE PATH / 4. LOCATE ALL SWITCHES AND SENSORS INSIDE 50" WAINSCOT. DO NOT LOCATE SWITCHES FT. MYERS, FL. 33966 • TRAVEL, A TEXTURED AREA 1'-0" AROUND THE / WI-IERE HALF OF THE SWITCH FALLS IN WAINSCOT AND HALF FALLS OUT OF WAINSCOT. F410 NTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 / 5. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE, ARE PROVIDED AND RE. IRED. WATER FOUNTAIN 15 TO BE ACTIVATED / INSTALLED BY G.C. BY ' ACCESSIBLE PUSH BAR ON FRONT FACE OF ( 6 ) - ,,,,, / ARCHITECT/ ENGINEER: UNIT. WATER FOUNTAINS ARE TO BE LOCATED NOTE: ..,, / 14 WITHIN ALCOVES SO AS NOT TO BE IN THE TOILET ROOM DOOR SYMBOL CORR1DO" WALKWAY. FOUNTAINS MUST BE SI-1ALL BE IN CONTRASTING .......>"111/4)/ SINK NOTES: E E V) 8 8 APPROAC D FROM THE FRONT, OR PROVIDE A 60" -*-- ----- I. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO :... COLOR TO SIGN BACKGROUND. CONFORM WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY AND ENERGY CODE DIAMETER URNING SPACE TO ALLOW FOR :i .k') .1 1 POSITIONING NTO FORWARD APPROACH. • REQUIREMENTS. \ • 2. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. t.' . g g #RRE-125 BLACK ON NI-IITE , \ • 3. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE WITH BRAILLE (PREFERRED) s \ HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. 0 \ 4. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER 0 2 IR 2 .. .. - z 41-o" i"--- \ OPERATED OR 15 LBS. FOR PUSH TYPE. 0' (I) \ aim ...i0 ..c. -0 >-. icill MIN. \ 5Z \ A - 46' WATER CLOSET NOTES: - -c F2 ti , 17" MIN. III = 1. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER (4_) E \ 1 1= /MAX. ' 25" MAX. " \ - \ CLOSET AREA, NO MORE THAN 44" A.F.F. \ il \ . . ' r--------* ... \ V) I \ _ ---L-- 7r) (L. ciii \ ......_ , i L3 - - MB EXISTING WATER CLOSET At 0 79 i ••----- MIN. ' 5 4WD i 0 0 •ot -< \ 2 0 0 ilNE 449 • ' Mg. EXISTING ACCESSIBLE SINK m MIN. \ U..I . f: 0 ic1/6. '4-) III :. I" X 24" commErzciAL GRADE 171W. 1 1SLI 1711E C,'ERYICE CI II; r .-.:-.r. -,N.- .0 I CV E = \ 1 1/2" = 1'-o" MI iznun \Yri a,1 ri_/.1,1 a.;i. n-,, .pitULIC AT MO r :.:1141( AND ADJACENT :.--uRr,!41-_-t 7:::-. :r4A7.7", TL:117 111 1:7;119Y/,I 6 '"'Fc Cr V'3 - .. \NC? .•''''') ---' REST0014 ...- ... \ ACCESSIBLE TOILET ROOM DETAIL _ 4 EXISTING 1 1/2" DIA. METAL GRAB BAR, MUST COMPLY WITH LOCAL AND STATE CODES • \- CLEAR FL R 5'1:•1A . • • . H REQUIRE T ''' " 11" ' if \ OM EXISTING SURFACE MOUNTED PAPER TOWEL DISPENSER 1 _ iD Act MIN. ' \ 6s IY W i,ii 31 C -0" - SINK CLEARANCES 14 11-1 ,. MAX. I--I- \ 6 INSTALL COAT HOOK AT 4'-0" A.F.F. CENTERED ON DOOR (TOILET ROOM SIDE) 2 V) < cc _ (LO SINK AT 1-11/L0)• 4) 0 L) 4 4 1 g' _Q.1, 21-0" EQ.) 1-11/1.0 WATER FOUNTAIN ELEVATION fY CZ \ 1 1 REFER TO REFLECTED* OM SURFACE MOUNTED SINGLE ROLL TOILET PAPER DISPENSER WITH CONTROLLED DELIVERY - -Y = • 0 0.S <CI .. HEAVY DUTY SATIN CHROME - PLATED STEEL (BRADLEY - MODEL #5054) - G.C. TO = CEILING PLAN 0 E in U k) \ aRil _-__ __..1 ...._,, C 7_ _____----1 SUPPLY AND INSTALL 1" X 4" IN-WALL BLOCKING SECURED TO STUDS _c as •zr 4'-0" • tul-li _s / I v t . 0 to 0 Lc) E § 3 EP_ 0 .q. 0 ZE. 1 CLEAR NOTE: ACCESSIBILITY SYMBOL TO f---I- u u << / i _____ ' -';" b E_7 ____ _D .....,,, 1 . . • ( 5 ) EXISTING WAINSCOT - G.C. TO REPAIR 4 CLEAN TO 'LIKE NEW' CONDITION GI 51-0" DIAMETER ACCESSIBLE TURNING SPACE ,:t• • . .. BE MOUNTED ON NALL 1-1- / _ 7n "de....„....,...---(„a0_,) LY4z ADJACENT TO TI-IE LATCH 1-1- (1)w : 10 ) iEXISTINGiATrii::::c LU-i SIDE OF THE DOOR, AND u.i lit / • I r( 2 )'' 02017 THE ARCHITECT/ENGINEER ASSUMES NO 0-.J3 i . - -: , )-/.- OM if) "r rArin TO DETAIL K/.'1.1 ZS. Tf" Y.IT/fel -_-.7111,17R: TI :10 1 v r.- -NI OM EXISTING BASE A:::::::::::HuAsnFoLocRTAHTE,00:FHE • A _ _..... a..E._ Lu w 0 ._ _ AT (MAX.) GO" A.F.F. TO ¢. OF PICTOGRAM SIG\I. / •• C-.__=-:---__-_7_--__.--3 - THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED • •. - Li_U- • • •• • . -''' . •,..) '!XV' L''' ---f- • • f _ • - • • 7 _ . _ii.- STATE,PROVINCE OR TERRITORY SHOWN ON THE • - 'I - SEAL THIS BUILDING USE IS ONLY APPLICABLE IN MAINTAIN (MIN.) 18)(15" o o • / . AREAS MEETING THE STATED DESIGN CRITERIA I a)i CLEAR FLOOR AREA IN E E //q NM 1 1/2" DIA. VERTICAL METAL GRAB BAR TO COMPLY WITH LOCAL AND STATE CODES. - G.C. 1-E 0_311 1 , ii 311 FRONT OF SIGN (FROM C o o - i al 'cr- TO SUppLy AND INSTALL 1" X 4" IN-WALL BLOCKING SECURED TO STUDS - REFER TO I-1-- 0 t•-•-E DETAIL ...I/A13.1 WHITE BLACK CLEAR '' !" CLEA''' (0 E OF SIGN). o o • al CL1 / \ ._ . < HOUSE MARKET I / F.. ca- \ w i t; . ' . • P. 1 . •Ix U-W '0 D 4 E tr) 14 EXISTING LIGHT SWITCH E E 5-.< - / - E 0 tu IBM 36" W. x 8" D. PAINTED (P-1B) MELAMINE SHELVES ON STANDARDS SCREWED TO BRACKETS STORE NO: L J _ _ . L J To b / La E E 4 --2.-1; . . 16 FLUSH HANDLE ON APPROACH SIDE 3219 •:- 2'--6" / -n Zs) - in fr) E E - . . • . . U al ill _1 PROJECT LOCATION: 1 m I N. CLEAR ' ' MIN. CLEAR TO CO . ' , U_ / -4- • • Lu ------- I 1 i rz WASHINGTON SQUARE .. .. .. . ,• .. • UNISEX 9336 SW WASHINGTON • 1-11/L0 WATER FOUNTAIN CLEARANCES am .1. 16" MIN. , 6 --' "18" • OM SQUARE ROAD • -( 16 ) SPACE #: W13 • TIGARD, OR 97223 AINK AND WATER FOUNTAIN DETAILS 1/2" = 11-0" ii, DOOR SYMBOL DETAILS r = ii_o" L ACCESSIBLE TOILET ROOM DETAIL 1 1/2" = I-0" G GENERAL AND CODED NOTES 1 N.T.S. C DESIGN TYPE: r REMODEL LIGHT GAUGE HEADER FOR PLATFORM • STRUCTURAL SUPPORT (IF REVISIONS: APPLICABLE). G.C. TO USE 6" 16 GA. G.C. TO CAULK ALL JOINTS AND 18" I FRP -1 REFER TO REFLECTED* TRACK (600T162-54) AND 3-5/8" 16 REQUIRED BY. DATE Igo TOP EDGE OF F.R.P. WITI-1 CEILING PLAN GA. STUDS (3625162-54). REFER TO t CLRC. hi) PA I NTABLE LATEX CAULK DETAIL M/A11.1 FOR ADDITIONAL INFO. • F- - --4:-7-1.- ACCESSIBLE A CLIENT AND Iv 19" ....., Z) SIGNAGE - REFER • miN. co ceI TO DETAIL L/A13.1 A LANDLORD COMMENTS 02/07/2016 • hiN, -w-----_ .C. TO PROVIDE 4 INSTALL i ill 10 1 I • --1 I u • I CLIENT COMMENTS 04/17/2017 1-1/4" DIA. PIPE RAILINGS: *...°N‘k VA-11 JULIUS BLUM ALUMINUM CONNECTORAIL SYSTEM EDGE CAP 4%,,N, - v.,Aihr.,-, ..\-... TviornwoovviEDRE sFLoALNIOE. G.C. 17" dell BLOCKING AS REQUIRED, 4 41- A•F•F. Wgrliv. lc_ .. . t . NC• •• : 1 . . OM , . 0-• • ...Al •. z 0 ,,, 'I' 0 4 _,,...- ..._. -- q *INDICATES NO REVISION TO THIS SHEET z • . , , , , • --I ,'..,. ---....,„ Ns,. • a_ ,-' ,. 4 • ,.. ., II'," GYP. BD. In . 10 / \ ''\ - 1 z - . 8 \ DRAWN BY: JMS . WAD 0 . i ALL \ LU , . i') WALLS i--- / \ / CHECKED BY: RHW/ELM ....„ _ , - • 0--_ co / 30" x 46" MINIMUM CLEAR . , . . • - Z 7 r(.4,-- E 0 / D 1 AI 16"\miN. . . _ Oi E 1- Ck LOOR SPACE CENTERED . u RER LOW DRINKING WAINSCOT PANELS ON ALL FOUR _ I-- FOU ' 'IN UNIT (4) WALLS OF RESTROOMS i z o \ Milt OM IgED 00 ,//' •• crom 5 0 ale c, 0 1 MAX. W A13.I /1 • 710 \ GERALD S.SIIREMS17 ill U.1 u.. --- \ , *. ----/ -1 m • 769 • \ \ 4-- "WATER FOUNTAIN ISOMETRIC N.T.S. NINR, ,1AINSCOT DETAIL 6" = 11-0" ACCESSIBLE TOILET ROOM DETAIL 1/2" = 11-0" F 1Y . 16" °pm • DRYWALL AND PLYWOOD PRIMER: • ,1.1 \ i`z, ,, MIRROR MASTIC SPEC 6 .... '• KILLZ ORIGINAL (OIL BASED PRIMER); -i,o'7,,t. .. \/ i ; ' - PALMER IIQW1KSET MIRRO-MASTIC"; MASTERCHEM INDUSTRIES, INC. d'1 IT' vr \ -zt.)i PALMER PRODUCTS CORP. (502) REFER TO REFLECTED*, r 7- - --. 1 IN (86(a)774-6371 OR APPROVED EQUAL. '1 5613-3666 OR (800) 431-6151 / FAX CEILING PLAN t A . ,• A I _. "J" CHANNEL TRIM; C.R. z •\,../ 76. (502) 8G15-G1253 15 ) 1.--(3171r N., LAURENCE 1,645P OR EQ GRAB BAR NOTES: 2'-O" 1 12" 0 #I0 x 2" LONG PHILLIPS PANCAKE HEAD fl . GRAB BARS SHALL NOT ROT A E AND HAVE / MIN. MIN. ' NN-M MIMI 4/19/2017 • SCREWS @ 18" O.C. MAX. (MIN. 2) NO SHARP, OR ABRASIVE EMENTS ON OR 10 4 3/4"x4" F.R.T. BLOCKING ADJACENT TO THEM. ED' 5 ARE TO HAVE 31-4" WM e 31-0" / A MINIMUM OF 1/8" R A .IUS. GRAB BAR -1" - DRAWING TITLE: . BACKIN AND ATT A HMENT SHALL BE :.. 1 . ..• 5L-0" MIN. . 1/4" CLEAR MIRROR -------------------).- 14 , VS TED Ft%- A 250 POUND POINT 1 131-6" •;I 12" , EXISTING , TOILET ROOM TOP TRIM - - LO TO I I .1. MAX. . REFER TO CONSTRUCTION PLAN DETAILS , 2 • 4 ) . ., II , \77-. - :;.- 4 31.3.0".MGINR.IPTFFING34." SURFACEMAX 114114 MIRROR MASTIC ON MDF, PRIMED PRIOR TO -0- - INSTALLATION OF MIRROR- SEE NOTE ON THIS ,19/ '',-/ ‘ •-=' -.- •: . ...,. A .. • THESE DETAILS ARE FOR SHEET FOR MASTIC 4 PRIMER SPECS , \/ \h. --,---,----......--- L--:-- . Zk5 I • • • / . .- i= REFERENCE ONLY NEOPRENE SETTING BLOCK To i • .- . • X (1) Z - \ t . . 1 • • . -< X TI-IESE PLANS ARE FOR FIXTURE AND GRAB BAR 2016 i . ----- \/ i. 8 _ . , , - •i) ...' E E 11-1 CONFIGURATIONSILLUSTRATIAONNDS; DOORFOREsXNACINTG5RO_OMRESFIEZRES,TO THE 'V' C1-4ANNEL TRIM; C.R. N., cl) \/ Rg..1 ".' _ _ -< M ZU LAURENCE D636P OR EQUAL ' • •. "CONSTRUCTION PLAN". • \/ / • of 5:4 R AR0 oI 1 UR i 3.7--1 A5HAAELTA.LOD SF,.RF.STUDSTI i...L.. AND_BLOCKINGRE SCAESN SD E D OUTLINE OF P-•TRUDING OBJECT E E to mpD AR ToEjlIESS LIT :I::/ *10 x 2" LONG PHILLIPS PANCAKE HEAD (I.E. TOILET PAP - DISPENSER) t•-•ir 160529 SCREWS @ 16" O.G. MAX. (MIN. 2) .„..,; , ,I.‘\_/ , \ , i ‘ •. '. \ NOTE: TOILET ROOM AND ACCESSORIES ARE EXISTING 3/4"x4" F.R.T. BLOCKING • TO REMAIN. G.C. TO INSTALL ANY/ALL ITEMS THAT • __vL_ .. \ If _ WIN IMO MD ARE NOT EXISTING PER DETAIL. G.C. TO REPLACE DRAWING NO: *BOTTOM TRIM ----V\-- N-3 ASSEMBLY \_7" MIN. ANY ITEMS IN BAD CONDITION - COORDINATE NITI-1 ONNERIS P.M. q" MAX. A1 3 • 1 1 6.• = 1...0,. N )23. 1 N.T.S. 1/2" = 11-0" 1/2" = l'-0" Nix' ACCESSIBLE TOILET ROOM DETAIL E ACCESSIBLE TOILET ROOM DETAIL 1 A mIRROR DETAIL 1 AB BAR DETAIL I _ COLOR CHART OWNER: E "•NSION JOINT FRAME SUSPENDED ACT GRID I MATERIAL COLOR UPON COMPLETION OF PROJECT, G.G. PROVIDE A COMPLETE / SYSTEM. ACT TILE LUNAR WHITE AS-BUILT SET OF DRAWINGS FOR THE COMPLETED STORE Fl ' O r IsJT �G I GYP. BD. - PUSLIG CUSTOM (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE •� V.I.F. �Y I GYP. BD. - NON-PUBLIC LUNAR WHITE DRAWINGS INTO THE PLAN TUBE HOLDER I._, W IF AN EXPANSION JOINT CROSSES BETWEEN �q a a o a c� DIFFERENT FINISHES, THE GC SHALL TRANSITION 11215 METRO PARKWAY W l 1 I I I I I I f1, THE EXPANSION JOINT COLOR TO MATCH THE G.C. TO PROVIDE / INSTALL HANDLE ON THE FT. MYERS, FL. 33966 SL k APPROPRIATE FINISHES. TOP CAP TO EASE THE REMOVING OF THE CONTINUOUS ELASTOPREN' ACOUSTICAL 'SOWNERS CONSTRUCTION MANAAGGLING TILES FOR CUSTOM COLORS G.G. TO COORDINATE OAP. SOORDINATHANDLE EC WITH SEAL. REVIEW AND APPROVAL WITH 1/41-415M PM E)(1T ER. ARCHITECT/ ENGINEER: 0 ACT - SG SERIES<(5) 1/4 DIAMETER THRU BOLT o WITH TOGGLE (TYP OF 2) ° ° E E 0 0 0 0 a r .c v v NOTE: o 0 0 0 0 SEE SPECIFICATIONS SECTION 079513, BELOW, ,/ '�,� FOR EXPANSION JOINT ' . ,� . r i ° U 8 CORRESPONDING : ;:' " ° #7 X 2" F/H STEEL SCREWS MODELS TYPE i i BRAILLE "? t ` ' -"•'; a ¢ SUSPENDED GYP BD GRID . 24" SYSTEM. GYP. BD. N N = @O.0 �� /J 00 � � NOTE: re E E .c c SL = SIGHT LINE �, 0 L ° Q PAN HEAD SCREWS TO 2x4 coa I JT = JOINT WIDTH SECURE STRAP BLOCKING - I II FAINT I P lA � m o I.F. I _ _ SECTION 079513 - EXPANSION 01 NT COVER ASSEMBLIES 3/40 x 2" POPLAR PLYWOOD 6" DIA. TUBE I c7 , 1=1:1 q q q 0 -i, q q q 1I�/�jp O O Q �• 1 ° ;•:r<: .;sr.';,',::-:,-;,..,t,we A. GENERAL: TRIM SCREWED TO 2 x 4 ' '-...:..-.',:.i;•'.',,' ` :'; ','- �' " +` ''` : 1. JOINT COVER SYSTEMS SH- L ALLOW UNRESTRAINED MOV ENT OF SL JOINT WITHOUT DISENGAGEM.NT OF COVER. METAL STRAP NOTE: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES TYP. OF 2 CQNTIV) NUOUS ELASTOP ENE 5/8" GYP. BD. 2. JOINT SIZES SHALL BE AS I LIGATED ON DRAWINGS. ( a 2 SEAL. REFER TO 3. FIRE RATING CHARACTERISTIC` : MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM v DETAIL L/A14.1 A. PREFABRICATED FIRE BAR T..R ASSEMBLI L HAVE RATINGS NOT LESS THAN THE THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES I RATING OF ADJACENT CONS -UCTION - ED IN ACCORDANCE WITH, UL 263, ANSI MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE 1/2" DIA. HOLE 0 GYP BD - VSW SERIES A2.1, NFPA 251, ASTM E119-95• AND 3"9-91 BASELINE OF THE HIGHEST TACTILE CHARACTER. IN BOTTOM CAP 1 B. SYSTEM SHALL BE CAPABLE O' ANT P MOVEMENT WHILE MAINTAINING FIRE RATING. Wca 4. PROVIDE MANUFACTURERS STANDAR IP O - MATERIAL AND WORKMANSHIP WARRANTY. ITS �� _ Ir SECTION THRU TUBE 3 U Q 3" - 1 r_°�� S PIR MMSYSTEMCORPORATION (50 MM WAY =OX 98 PANDERGRASS, GEORGIA 30567; 6 = 1 _o — m PAN S I O N JOINT CEILING DETAILS I _ 1.800.241.3460 OR 1.706.824.7500). OR ,'• _5 APPROVED BY WHBM PROJECT MANAGER AND TACTILE EXIT SIGNAGE I _ H Z ARCHITECT; SUBMIT FOR REVIEW O EQ RODUCT. I U Lo Lo T Lo 2. PRODUCTS JOINT SIZES AS INDIC D IN •- •WINGS. REFER TO MANUFACTURER FOR ? ai d. CORRESPONDING MODEL NUMBS-• 1 LOOSE PVC Eco E, A. GYPSUM BOARD CEILING Cig•j 10 - FL ' ISLE WALL 4 CEILING VSW SERIES CAP i JT B. A.C.T. CEILING CONDITIO \ ;LE WALL 4 CEILING VSG SERIES 'k-C) Cc V.I.F. #10 X 1" F/H STEEL C. FLOOR TO WALL CONDITI SHLINE FS= SERIES NOTE: Y • SCREWS @ 24" O.G. D. FLOOR TO FLOOR CON = FLUSHLINE FS ERIES „ „ ,- „ G.G. MUST PROVIDE AND ATTACH A U a ,� 1 2 X 2 X 4 0 16 GA. LF LABEL WITH CLEAR TAPE) STATING: 0 E �E. WALL TO WALL CONDIT' = 'LUSHLINE FSWP - ERIES . ( CO v METAL CORNER GUARD, THIS TUBE CONTAINS STORE DRAWINGS F. CORNER WALL CONDITION = LUSHLINE FSWPL 5=-IES - -,j0) cn U �n MOUNT AT TOP OF AND IS NOT TO BE REMOVED WITHOUT G. CARPET TO WALL GONDITI• - FLUSHLINE FSSTE ERIES BASE I I i..-,,--,-: �" 1 1 H. CARPET TO CARPET CON'ITION = FLUSHLINE FSST ERIES THE CONSENT OF THE STORE MANAGER. o v 3. FINISH: MILL FINISH ALUMINU' FRAMES WITH COLORS AS INDICATED ON DRAWINGS. ALUMINUM -C 0 Y) 1nr- WALL COVERS TO SE CLE ANODIZED ALUMINUM CEMENT BACKERSOARD SL CO • UDUS E ' TOPRENE C. EXECUTION: LABEL 1. PREPARE SURFACE TO R"CEIVE EXPANSION JOINT SYSTEM I ACCORDANCE WITH TILE Ik10 MANUFACURER'S PRODU• DATA AND APPROVED SHOP DRAW 5. 7 E�2017THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBIUTY OR LIABILITY FOR THE USE OF TILE W • - L TO T �y ' - FSWP SERIES 2. INSTALL EXPANSION JOINT ASSEMLIES IN ACCORDANCE WITH M• UFACTURER'S PRODUCT DATA / THESE PLANS FOR ANY PROJECT OTHER THAN '' AND APPROVED SHO" DRAWINGS J — SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 3. COVER AND PROTE• EXPANSION JOINT COVER ASSEMBLIES FRO CONSTRUCTION TRAFFIC. / G2 STATE,PROVINCE OR TERRITORY SHOWN ON THE 6 / SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN VINYL BASE 1 m • / A14.1 AREAS MEETING THE STATED DESIGN CRITERIA. .1. . , #10 X 1" F/H STEEL - 1 SCREWS @ 24" O.C. 1 V EXTENT OF HOOD HOLDER WHITE BLACK `1' l� HOUSE MARKET S' �,lt�� f . :; FINISH FLOOR, REFER STORE NO: TO FINISH PLAN ir1 PVC BOTTOM CAP GLUED IN $ L�' PLACE, G.G. TO DRILL 1/2" DIA. 3219 6/8" GYP. BP. SL CONTINUOUS E • -TOPRENE 1 HOLE IN CENTER OF BOTTOM CAP SEAL. REFER TO I PROJECT LOCATION: DETAIL L/A14.1 G.C. TO CAULK ALL JOINTS NOTE: WASHINGTON SQUARE WALL TO WALL - FSWP SERIES BETWEEN CORNER GUARD AND TUBE ELEVATION 0 ENTIRE ASSEMBLY 15 CONSTRUCTED 9336 SW WASHINGTON PAINTABLE, 1 NON-SHRINKING, BY G.G. IN FIELD G.G. TO PAINT FLEXIBLE, WHITE SQUARE ROAD BLOCKING I P-1A LATEX CAULK SPACE #: W13 TIGARD, OR 97223 PANSION JOINT WALL DETAILS 3r1 - 1r-°�� AXPANSION JOINT NOTES I N.T.S. L CORNER GUARD VINYL BASE DETAIL; 6" Y 1r-°11 G DRAWING TUBE N.T.s. C _ _ DESIGN TYPE: REMODEL CONTINUOUS ELASTOPRENE MOUNTING LEG TO BE ADJUST SETTING BED FOR CONTINUOUS ELASTOPRENE - AL. HIDDEN BEHIND WALL SEAL. BASE MATERIAL SH CONDITIONS MOUNTING LEG TO BE REFER TO J/A14.1 FOR REVISIONS: (N ARPET AS ► lc-51_,..... . 5�_1M °' HIDDEN BEHIND WALL ANCHORING DETAILS SCHE ED .14k1 N 5/8" GYP. BD. WALL ) BORING AS SCHEDU - D ^ �` BASE MATERIAL REQUIRED BY: DATE FEATHER • T FLOOR �I -I..-- LEVELING C. •-DUND 4" � ` r _ .-•R F'tli�' s � 1" A CLIENT AND y.• ,•` a #10-12 X ANG • _ *10-12 X 1" ANCHOR FRAME ' ':4! PLASTIC INS LANDLORD COMMENTS 0210712016 POWDER DRIVEN - CI-ORS W , :r• - Lf • @ 24" D.C. YP. W/ #10 X �°' PLASTIC INSERT @ 24" O.G. ��r. 24" W • `�•:,' •,• ► n n REFER TO CONSTRUCTION PLAN ( 1 ) - @ O.C. TYP. W/ 0 X p� 1 FHS SCREWS @ 24 FRAME . , �-r : 1" FH 55 SCREW • 24" SLEEVE ANCHOR 1/4" X j JT O.G. Q O.C. 3/8" @24" O.G. - TYP. V.i.F A CLIENT COMMENTS 04/17/2017 FIRE BARRIER, IF 4. ) CONC. SLAB REQUIRED BY CODE JT 110 ON SLAB FIRE BARRIER, IF RIVET (MOVABLE SHELVING W/ FIXED END) V.I.F. REQUIRED BY CODE . ®CARPET O WA _ - - . = E SERIES o FL •v:� + ALL - FSE SERIES 5 _ Z 4 EXTEND CARPET OVER THE ADJUST St I I IAIG BED FOR CONTINUOUS ELASTOPRENE a. J OINT, PROVIDE A SEAM AND AIL SL FLUSH CONDITIONS SEAL. OZ START THE CARPET AT THE A CONTINUOUS ELASTOPRENE ` �p .� (N) FLOORING AS T •INDICATES NO REVISION TO THIS SHEET OTHER FIXED SIDE SEAL. N "n*n•:,.. „ <. , w „" *rm SCHEDULED wV CONS G O N _ _��I/////pox �, i FRAME D (N) CARPET AS .•a�S�'L:•' : - ATHER OUT FLOOR a< SCHEDULED11%. 110 Q � � .-.-.� • '• .: �� .C' ' •.. L • ING COMPOUND 4" > ' . '.4r,.•' l J =�` (E) CONC SLAB z DRAWN BY: JMS EA. S , � \ J :... I O POWDER DRIVEN ANCHORS FIRE BARRIER, IF I" ' ' - -- - CHECKED BY: RHW/ELM @ 24" D.C. REQUIRED BY CODE JT U r (E) CONC V.I.F.S Z SLE" E ANCHOR 1/4" X 1 _ ""_ -- - - -:t- - - - - -- r "� FRAME JT REFER TO 3/8" @ " O.C. - TYP. - - - ' - - _ V.I.F. FIRE BARRIER, IF DETAIL L/A14.1 �+'" �`` i REQUIRED BY CODE REFER TO S l+�DETAIL L 14.1 © T0 CARPET TO CARPET FSST SERIES FLOOR TO FLOOR - FS SERI ` a / `�,,, GERALD S.SNREMSHOC• \ • 4769 AP 3" _ 1�_°n1r1 - 1r_°�r � O THE MAX. NUMBER OF BASES PER MODULE IS 6. 7 OR PANSION JOINT @ CARPET DETAILS -_ - PANSION JOINT @ FLOOR DETAILS I MORE WILL REQUIRE 2 AISLES AND 2 SETS DF STOPS. j;' ..I I • Q U5E THE DOUBLE FACE FIXED SHELF (RIVET RACK) OR F Olt ii REFER TO . 24" DEEP SHELF (RIVET RACK) AT THE END. MANUF. DRAWINGS 1 \*..\° ( 3 ) ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND � THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. HILTI BOLT (r) ( 4 ) INSTALL ANTI-TIP TRACK PER MANUFACTURER'S �' GUIDELINES. LOCATE AT CENTER FOR DOUBLE ROW r 1/4" X 5/8" ST - INSERT z UNITS. END STOP u 3/4" 1-.< GEDINSTALL CROSSBRACING ON ALL MOVABLE UNITS PER HASHER 0'2 4/19/2017 HILTI SC: W 3/16 X 1 1Y ANUF. INSTALLATION INSTRUCTIONS. u a DRAWING TITLE: O RIV' ED FIXED UNITS. ATTACH TO FLOOR ON ALL NON—SALES T �z FOUR ►•RNERS PER MANUFACTURER INSTALLATION 1 INSTRUC •NS. ATTACH TO WALL ONLY IF IT DETAILS 111 INTERFERE ITH ANTI-TIP BARS. EACH END,jf INN .1' I ALUMINUM TRACK war "V" TRACK GUT * LENGTH AS REQUIRED. TYP. ALL / �4°c TRACK , (, 1. Y - 5/8" BUMPERS r I (TYP. 4) 5 • L.P S 1/4"0 TEK SCREW /STAGGA-i LI �iNT BRAKEANCHOR EACH P• TO THEI I DATE ISSUED: ��, NN. ! ASSEMBLY FLOOR WIT 1/4" AN • •R 4 12/21/2010 �\ NN. ° FLOOR v .. da'q' a p a :< �i�r! 1-V 2" NAIL-IN OR a v ° v ��J� 3 1/4" HILTI II • ° vn v • NOTE: PROJECT NO: a • •d a • v •• • 4 MOBILE SHELVING CARRIAGE DETAILS SHOWN ARE FOR REFERENCE �,/',; ° o q v ° a • ONLY AND NOT FOR CONSTRUCTION. 1 '0529 ��. :s REFER TO MANUF. INSTALLATION ,,/`\ \'"I'` ALIGN DRILLL2M3/4"MMINADEPTHEIN FLOOR lei TO INSTRUCTIONS. r'3%„ iti lI ? DRAWING NO: rr \- Al 4 1 ■ ELVING ANCHORAGE DETAIL I N.T.S. NINik ACK ANCHORAGE DETAIL I N•T•s• oBILE SHELVING 1112„ = 11-o��I - I - I - OWNER: DIVISION 01 - GENERAL REQUIREMENTS 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING 6. MISCELLANEOUS MATERIALS A. CONSTRUCTION DOCUMENTS OFDDEMOLIFLOR TION AND PR ORATO COMMENCEMENT OFO, TENANT SEPRATION HALLS AND �NEW CONSTRUCTION F DECK AFTER COM( CIONN 3. THE CEILING,) OR WH REESHEATH NG FOR VERTICAL STUDS WI-IRE THERE1 5 ATTACHED' TO ONLYGONDE FACE, PROVIDE E a #2111-24. G.R. LA R NCE CO RINC 42503 TE.G VERNONSAVE.r LOSRANGELES, CA TAPE C h ' r D'S 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE STANDARD BRIDGING AT 48" O.G. MAX. ATTACH PER MANUFACTURER'S SPECIFICATIONS. 90058 (800) 421-6144. SAFETY BACKING IS REQUIRED FOR ALL MIRROR TYPES INFORMATION MAY SE FOUND IN EITHER OR BOTH. ACCORDINGLY). C. DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS IN THIS SPECIFICATION. 11215 METRO PARKWAY 2. THE TERM 'OWNER' AS STATED IN THE FOLLOWING SPECIFICATIONS AND 13. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST STAINLESS STEEL, PREFINiSI-IED METAL, ETC. AS INDICATED ON DRAWINGS, PER b. SETTING BLOCK: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC FT. MYERS, FL. 33966 CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AND INFORM OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR MANUFACTURER'S RECOMMENDATIONS. MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, DOES NOT REFER TO THE LANDLORD OF TI-4E PREMISES. TO BIDDING. D. OWNER SUPPLIED METALS: G.G. 15 RESPONSIBLE TO CONTACT VENDOR FOR ORDERING COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SHORE 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT 14. GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR OF PREFINISNED METAL STOREFRONT PANELS, CORNER GUARDS AT TILE FACED COLUMNS. DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8" WIDE X 1/4" HIGH X 4" DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF SLAB AND TENANT SEPARATION WALL INSTALLATION OR MODIFICATIONS WiTH REFER TO INDIVIDUAL DETAILS FOR APPLICATION AND INSTRUCTIONS. LONG. ARCHITECT I ENGINEER: OWNER BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTION LANDLORD AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT c. EDGE SEALER: COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR OWNER. PI VISION 6 - CARPENTRY MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT GENERAL CONTRACTOR IS TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER DETERIORATION AT MIRROR EDGES. 7.5 8• 8 SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT TENANT SEPARATION WALLS AND/OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER d. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRROR-MASTIC", (602) c 0 Y PROJECTS. INCLUDE ALL WORK REQUIRED. WHICH IT WAS PRODUCED. 893-3668, (800) 431-6151, FAX (502) 895-9253. Y Y v g B. OWNER DIRECTIVES 15. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF B. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL e. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER 0 8 v 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE CONSTRUCTION JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS PRODUCTS CORP. "MIRROR-MASTIC BOND", (502) 893-3668, (800) 431-6151, E E N y PROJECT SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE MANAGER. REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY FAX (502) 895-9253. 0 ;... e 0 3 DATE OR THE COMPLETION OF THE PUNCHLIST WHICHEVER IS LAST TO OCCUR. a. OVERALL WIDTH (FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO SECURE IN PLACE WITH SUFFICIENT NAILS, SCREWS AND BOLTS AS NECESSARY. f. TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING 15 TO BE FROM FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL). C. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL RETURN DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 STRUCTURAL MALL BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL b. OVERALL LENGTH (LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR CODES, WHICH BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. MM THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A m a DECK. WALL.) D. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE SINGLE PIECE. THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE I (.91E 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING c. ANY AND ALL COLUMN LOCATIONS - FREE STANDING OR PROJECTING. FIXTURES. FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER FOR ALL ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. d. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON E. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC., AS REQUIRED INSTALLATION. tin 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. DRAWINGS. FOR CARPENTRY WORK. (1) BOTTOM TRIM: G.R. LAURENCE CO. INC., 1/4" STANDARD "J" CHANNEL �r THE CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE AND TRANSPORT MATERIALS FROM THE POINT OF OFF-LOAD TO THE JOBSITE OR STORAGE AREA DIVISION 03 - CONCRETE PiVISION 7 - THERMAL * MOISTURE BARRIER (CATALOG NUMBER D636P POLISHED FINISH), (800) 421-6144, FAX (800) M AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE 262-32919. J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS = TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. A. ROOFING/FLASHING: THAN 3/8" AND 7/8" IN HEIGHT, RESPECTIVELY. 0 A. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB IS1/4" 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE 1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR (2) TOP TRIM: C.R. LAURENCE CO.GDINC., DEEP NOSE "J" CHANNEL c SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO (CATALOG NUMBER D645P POLISHED FINISH), (800) 421-6144, FAX (800) W OF ALL OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS LOCAL CODES OR COMMON 262-3299. J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS BACK-CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT STANDARDS OF PRACTICE TO THE LOCALITY OF THEA PROJECT OR WHICHEVER IS CONTACT FOR REPAIRS. II AND 1-3/16 II IN HEIGHT, RESPECTIVELY. c CC ci ¢ Lo 3 CHARGES. STRICTER. IN THE ABSENCE OF THE ABOVE, THE CONTRACTOR SHALL CONTACT THE „ � � 6. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR TI-IE OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE FLOOR SLABS ON GRADE E COORDINATION OF EACH B. INSULATION: THAN 5/8 GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT g• STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1-5/8 LONG, PHi PI-11 BUGLE Z 4. �, TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO SHALL BE FOUR INCH THiCK CONCRETE SLAB REINFORCED WITH 6"x 6" WWF ; INSULATION AND 4 MIL POLYETHELENE (VISQUEEN) VAPOR RETARDER AT WALLS AND HEAD, SLEF-DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN i 8 ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF CONCRETE TO BE 3,500 PSI OR HIGHER PLACED OVER COMPACTED SAND/AGGREGATE CEILING AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF NOOD TRIMS AND = v.0 ' -4- COORDINATION COORDINATION OF THE INVOLVED TRADES. BASE. PROVIDE 10 MIL VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED C. SEALANTS AND CAULKINGS: MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND SHEET METAL BACKER E Ln G 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE SAND/AGGRETATE BASE. THE SOIL SHALL BE INSECT TREATED IF CUSTOMARY TO 1. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE PLATES. HILTI KWI-PRO SELF DRILL DRYWALL SCREWS, ORDERING NAME: 6" X r ) e EXPERIENCED AND WHO EMPLOY EXPERIENCED TRADESMEN. DRAWINGS AND ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER 1'-5/8" PBH SD, ITEM #: 00086216; HILTI CORPORATION (800) 87q-8000. r/ Q THE LOCALITY OR AS REQUIRED BY LANDLORD. ' B. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES B. ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT AGAINST PASSAGE OF MOISTURE AND AIR. ALL JOINTS ARE TO BE SEALED AND h. PLASTIC WOOD FILLER: COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY Q R S OR EQUIPMENT DURING MALL OR STORE HOURS. CONDUCTING THE MOISTURE TEST CAULKED, WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT. MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE 0 E v q. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE 1. PLAN YOUR TEST CAREFULLY: BEFORE YOU TEST, MAKE SURE YOU HAVE BASIC APPROPRIATE MATERIALS SHALL BE USED. INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES, MITER U, til to LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TO TOOLS FOR CLEANING THE SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED E v CAUSE THE LEAST INCONVENINCE TO PERSONNEL AND PROPERTY. IF SECURITY3. PROVIDE AND INSTALL ONLY MATERIALS WHICH ARE COMPATIBLE WITH EACH FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE 0 SURE YOU HAVE A QUALITY GRAM SCALE AND A PROPER SUPPLY OF TEST KITS _c oTo- IS REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS COST WILL BE AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE IS BETWEEN 65 * 85 OTHER AND WITH THE RELATED JOINT SUBSTRATES. WOOD TRIM. cn n t: THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DEGREES FAHRENHEIT WITH RELATIVE HUMIDITY % BETWEEN 40-60 FOR AT LEAST D. WEATHER BARRIERS i. PLYWOOD FASTENERS: PROVIDE MINIMUM #6 GAGE DIAMETER, PHILLIPS FLAT 10. THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED 48 HOURS PRIOR TO, AND DURING TESTING. WEATHER BARRIER MEMBRANE (DUPONT TYVEK COMMERGIALWRAP) HEAD, SHARP POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THEMANUFACTURER: DUPONT; 4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728, IN QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH AS 02017 THE ARCHITECT/ENGINEER ASSUMES NO 2. PREPARE YOUR TEST SITES}: THE SLAB MUST BE CLEAN OF DEBRIS AND RESPONSIBILITY OR LIABILITY FOR THE USE OF LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY. ADHESIVE RESIDUE. SHOT BLAST SURFACE OR WIRE BRUSH SLAB CLEAN. WILMINGTON, DE 19805; 1-800-44-TYVEK (8-9835); REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM, AND MIRROR CHANNELS, THESE PLANS FOR ANY PROJECT OTHER THAN 11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVEHTTP://WWW.CONSTRUCT PLUS 3/4" SPECIFIUTHORIZEDBYTHEMANDSIGNED REMOVE DUST THOROUGHLY. DO NOT USE CHEMICALS OF ANY KIND TO CLEAN AND SEALED FOR SUCH SPECIFIC LOCATION IN THE USE BY STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALLINSTALLATION SHALL BE IN ACCORDANCE W1TH WEATHER BARRIER MANUFACTURER'S j. WOOD MIRROR TRIM (AS DETAILED) STATE,PROVINCE OR TERRITORY SHOWN ON THE THE FLOOR. AV01D TEST LOCATIONS NEAR CRACKS OR JOINTS, OR IN DIRECT SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. SUNLIGHT. PREPARE 3 TEST SITES FOR THE FIRST 1,000 SQ. FT. AND INCLUDE 1 INSTALLATION GUIDELINES AND RECOMMENDATIONS. SECURE USING WEATHER 7. EXAMINATION AREAS MEETING THE STATED DESIGN CRITERIA. IF THE SALES AREA EXCEEDS 8,000 SQUARE FEET, THE CONTRACTOR SHALL MORE TEST FOR EACH ADDITIONAL 1,000 SQUARE FEET OF AREA. BARRIER MANUFACTURER RECOMMENDED FASTENERS, SPACE 12--18 INCHES a. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH INCLUDE 12. GENERAL ONE CONTRAADDITIONAL TOR WILDUMPSTER. BE RESPONSIBLE FOR THE COST OF ANY AND ALL 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN HORIZONTALLY. SUBSTRATE VERTICALLY CENTER ALONG STUD LINE, AND 24 INCHES ON CENTER, MAXIMUM INSTALLER SUBSTRATE PREPARATION, AND OTHER CONDITIONFOR COMPLIANCE NITH S AFFECTING PERFORLATION MANCE. WHITE BLACK OFF-SITE STORAGE OF OWNER SUPPLIED MATERIALS. OPENATHE CRE ORD ITS BAG. SET THE ENTIRE TAPE ANDSEONND DISH TESTOTHE GRAM (1) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING HOUSE MABLET SCALE AND RECORD WEIGHT ON THE DISH LID THE KIT C. LAYOUT OF WORK BOOKLET. RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THE PIVISiON 8 - DOORS AND WINDOWS COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT SAME SCALE WILL BE AVAILABLE FOR RE-WEIGHING THE DISH, OR THE VALIDITY PROCEED WITH MIRRORED GLASS INSTALLATION ONLY AFTER STORE NO: OF WORK. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY OF THIS TEST WILL BE COMPROMISED. A. DOORS AND HARDWARE: UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DISCREPANCIES IMMEDIATELY. CONTRACTOR 15 RESPONSIBLE FOR ANY ERROR 4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISH. 1. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. DRY. 3219 RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL BE CAREFUL NOT TO LOSE THE TAPE AS YOU WILL NEED TO RESEAL THE DISH 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR 8. PREPARATION NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. LATER. STORE THE DISH LID CAREFULLY AND STICK THE TAPE ALONG THE SIDE SCHEDULE. a. COMPLY KITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS PROJECT LOCATION: 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE OF THE PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES FOR PREPARATION OF SUBSTRATES. WASHINGTON SQUARE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR DISH'S LID TO THE INSIDE OF THE DOME WHERE IT CAN BE READ THROUGH THE PER APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE (1) MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, 9336 SW WASHINGTON MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S CONSTRUCTION MANAGER. TOP. DO NOT TOUCH OR SPILL THE CALCIUM CHLORIDE. DOOR CLOSER. BE CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, 5. PLACE THE TEST KiT: PLACE THE OPEN DiSH ON THE SLAB MAKING SURE THE 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE SQUARE ROAD WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. CALCIUM CHLORIDE INSIDE IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND SPACE #: W13 D. CODES AND STANDARDS OVER A CONTROL JOINT OR CRACK. REMOVE THE WHITE PAPER ON THE DOME, B. WINDOWS/MIRRORS: PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE AND CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY 1. GLASS ORIGINAL SURFACE AND THE SUBSTRATE CLEANED PRIOR TO THE TIGARD, OR 97223 WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION, THE CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF APPLICATION OF DRYWALL AND PLYWOOD PAINT. AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. DOME THAT IS IN CONTACT WITH THE CONCRETE SLAB. PIECES AS SHOWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND D. GLAZING: DESIGN TYPE: 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGNINSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER REMODEL CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL TOOL, FIRMLY SQUASH THE GASKET UNDER THE FLANGES OF THE DOME. THE COMPLETE INSTALLATION. PROVIDE NEAT, UNIFORM (1/4" WIDE UNLESS NOTED WRITTEN INSTRUCTION OF MIRROR AND MIRROR GLAZING CHANNEL GOVERNING CODES. IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF THE DOME TO THE SLAB. OTHERWISE) GAPS (INTERIOR LOCATIONS ONLY) BETWEEN GLASS PANES AND MANUFACTURERS, WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER E. GENERAL CONDITIONS THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF BETWEEN PANES AND ADJACENT VERTICAL SURFACES. FURNISHED DRAWINGS, AND AS SPECIFIED. MOUNT MIRRORS PLUMB, IN LINE AND REVISIONS: 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16" 45 DEGREE BEVEL AT IN A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES OF THE CONTRACTOR FOR CONSTRUCTION" IS A PART OF THE CONTRACT THERE SHOULD BE NO LEAKS IN THE GASKET. FRONT AND BACK FACES WITH ALL EXPOSED EDGES UNIFORMLY MACHINE 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION REQUIRED BY: DATE DOCUMENTS. 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY CONE OVER THE POLISHED. AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL, AND PLYWOOD, DOME AND LET THE TEST REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST c. OWNER REQUIRES THAT STOREFRONT GLASS NOT BOW MORE THAN +/- 1/16" SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE A CLIENTAND DIVISION 02 - SELECTIVE DEMOLITION MANUFACTURERS OF FLOORING PRODUCTS RECOMMEND AT LEAST ONE KIT PER OUT OF VERTICAL. APPLYING MIRROR MASTIC. LANDLORDCOMMENTS 02/07/2016 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF SLAB d. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY 3. MIRROR CHANNEL INSTALLATION: A. DEMOLITION AND SPACE PREPARATION SURFACE AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST TO ACCOMPLISH GOOD WORKMANSHIP. CAULKING NOT PERMITTED. a. TO PLYWOOD: DRILL, DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE CLIENT COMMENTS 04/17/2017 1. WITHIN FIVE (5) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO (2) SEVERAL AREAS WHENEVER POSSIBLE. C. WALL MOUNTED GLASS MIRRORS: FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TO RECEIVE DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL 8. TERMINATE TEST AND CALCULATE: AFTER 60 TO 72 HOURS, CUT OPEN THE DOME 1. QUALITY ASSURANCE FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER'S CONSTRUCTION AND CAREFULLY RETRIEVE THE DISH. REPLACE THE LID AND SEAL IT BACK UP a. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE MANAGER ANY DISCREPANCIES IN THE LEASE-HOLD DIMENSIONS OR CONFLICTS WITH THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE SAME GRAM SCALE. MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS RECORD THE ENDING WEIGHT, DATE, AND TIME ON THE DISH LID AS WELL AS ON INDICATED; WHOSE WORK HAS RESULTED IN MIRROR INSTALLATIONS WITH A INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF (G.C. TO PAY SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS, THE TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN-SERVICE THE MIRROR TO ALLOW THE RAISING OF THE MIRROR IN TO THE TOP CHANNEL AND AVAILABLE HEIGHT FOR ROLL-UP ENTRANCE GRILLES). COMPUTE THE MOISTURE VAPOR EMISSION RATE. PERFORMANCE. AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CHANNEL. AFTER 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO C. CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR b. SOURCE LIMITATIONS FOR MIRRORS: OBTAIN MIRRORS FROM ONE INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF ANY DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER EMISSION VOLUME IN POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. SUPPLIER/MANUFACTURER FOR EACH TYPE OF MIRROR INDICATED. THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC. C. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING 3. GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME EQUATION TO DETERMINE NUMERIC EXAMPLE W/ A 4.5 GAIN IN 64.5 HRS. ACCESSORIES FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS USING ONLY 2 `INDICATES NO REVISION TO THIS SHEET TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF VAPOR EMISSION IN POUNDS: (ALWAYS ROUND TO THE NEAREST TENTH): d. GLAZING PUBLICATIONS: COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF SETTING BLOCKS PER MIRROR PANEL. EGRESS FROM REQUIRED EXITS INCLUDING TEMPORARY LIGHTING AND SAFETY WEIGHT GAIN X 118.932 = POUNDS 4.5 X 118.932 = 5.3 THE FOLLOWING. WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK DRAWN BY: JMS DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODE AND TOTAL HOURS 64.5 SHALL APPLY. LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON CHECKED BY: RHW/ELM LANDLORD REQUIREMENTS. e. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL" AND THE CENTER, AND NOT MORE THAN 3" FROM ENDS PRIOR TO DRILLING THE 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER LANDLORD'S WEIGHT GAIN X 118.932 = POUNDS PER 1,000 SQUARE FEET MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE CHANNEL. DRILL AND COUNTERSINK, DO NOT DiMPLE BACK LIP OF CHANNEL TO SPECIFICATIONS. GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE TOTAL HOURS ( IN 24 HOURS PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SIGN (IF PROVIDED) AS SHOWN ON INSTRUCTIONS SENT WITH BID PACKAGES. f. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND SIZED TO RECEIVE STUD FASTENERS. ATTACH MIRROR CHANNELS BY SCREW �'G `�'� � 'C�r� 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE INSTALLATION. ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL to WHERE NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL 2. DELIVERY, STORAGE, AND HANDLING. THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE ki NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE POUNDS PER 1,000 SQUARE FEET IN 24 HOURS a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN "' NECESSARY, AFTER CUTTING. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM INSTRUCTIONS. GERAL►S,SHREMSII' CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE THE VAPRECISIDN ANHYDROUS CALCIUM CHLORIDE TEST KIT, INSTRUCTIONS, CONDENSATION, TEMPERATURE CHANGES DIRECT EXPOSURE TO SUN, OR (1) INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF ' „,7SS ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE CALCULATIONS AND ALL OTHER PRINTED INFORMATION ARE PROPERTY OF VAPRECISION OTHER CAUSES. THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP / SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR TESTING SYSTEMS, COPYRIGHT 1R4. REVISED AUGUST 19'99. THE VAPREC1510N b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE WEB OF THE BOTTOM eillrp _ ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, ANHYDROUS CALCIUM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE OF at TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE TESTING * MATERIALS DOCUMENTATION ASTM E-1907-q7 AND ASTM-F-18619-98 AND IS OF SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES AND ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING REMOVED, REPLACED, RESTORED, OR SATISFACTORILY REPAIRED AS DIRECTED ACTUALLY PICTURED IN THE ASTM E-1907 SPECIFICATION. ASTM DOCUMENTS ARE THE APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN BY THE OWNER'S CONSTRUCTION MANAGER. COPYRIGHT PROPERTY OF ASTM, AND CAN BE PURCHASED EASILY FROM THEIR WEB CONDENSATION. SETTING. ADHERE SETTING BLOCKS TO THE WEB OF THE BOTTOM MIRROR 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF SITE AT WWW.ASTM.ORG. 3. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DO NOT INSTALL CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER ALL LEASE-HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MIRROR PANEL. WALLS, CEILINGS, FLOOR COVERINGS (ALL ADHESIVES), PLATFORMS, FOOTNOTE: THE FORMULA ABOVE COMPLIES TO ASTM DOCUMENTATION AS OF 8/99 AND MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. 4. WOOD TRIM * INSTALLATION STORE-FRONTS, ETC. (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DEDUCTS THE AREA OF THE CALCIUM CHLORIDE DISH IN CONTACT WITH THE SLAB. 4. SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM THICK AND COMPLYING WITH G. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP-FABRICATED WORK DRAWINGS). ALL EXISTING UNUSED MECHANICAL, ELECTRICAL AND/OR PLUMBING THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE THE TEST RESULT ASTM C 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING FOR COMPLETION AND COMPLETE WORK A5 REQUIRED. PRIME TO ALL EXPOSED FIXTURES AND EQUIPMENT, INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT WITHOUT DEDUCTING THE AREA OF THE DISH, USE 108.846 INSTEAD OF 118.932. APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. SURFACES OF THE MIRROR WOOD TRIM WHICH WILL BE IN CONTACT WITH THE 4/19/2017 AND CURBS (UNLESS INDICATED OTHERWISE ON MECHANICAL AND ELECTRICAL 5. FABRICATION MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN THE RESINS IN THE DRAWINGS) AND/OR SKYLIGHTS ARE TO BE REMOVED AND THE ROOF PATCHED DIVISION 4 - MASONRY a. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MiRRORS NOOD AND THE MIRROR BACKING. DRAWING TITLE: PER ITEM #12 BELOW: CAPPING IS NOT PERMITTED! WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY b. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO SPECIFICATION 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK, ALL LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, INDICATED ON THE PLANS, OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO b. MIRROR EDGE TREATMENT: CUTTING AND POLISHING AND REFINSH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL MISCELLANEOUS DECORATIONS, KITCHEN EQUIPMENT, ETC. THE ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL (1) TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES 8. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT PLUMBING LINES AND MATCH EXISTING WORK. FINISH BRICK WORK SHALL BE NEATLY TOOTHED INTO THE GLASS IS FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. (FROM MAXIMUM LENGTH OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT MECHANICAL DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. EXISTING MASONRY IF APPLICABLE. AFTER GRINDING THE ARISSES, EDGES SHALL BE POLISHED TO A HIGH POSSIBLE. DO NOT USE PIECES LESS THAN 16" LONG, EXCEPT WHERE SHORTER 9. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS DISCONNECTED OR CAPPED, PRIOR TO DOING SO. DIVISION 5 - METALS APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. OVER 4" LONG SHALL BE SPLINED AND GLUED. 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO (2) BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE TI-IE 5. PROTECTION AND CLEANING DATE ISSUED: AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS (WHERE APPLICABLE.) SURFACE EDGE OF THE GLASS IS BEVELED TO WIDTH INDICATED ON THE a. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES 12/21/2016 PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER B. METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, TENANTS (G.C. WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE OR REQUIRED. INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL OF THE PLANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND GLASS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND STANDARDS. DISRUPTION). OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED WHERE THE NOSE OF THE BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE PROJECT NO: 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW PERMISSIBLE BY CODES. WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE 160529 FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST MAJOR SURFACE OF THE GLASS. ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISH EDITION OF ANSI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL SPECIFICATIONS FOR SPECS OF "MEGASEALI" EPDXY TO FILL CRACKS AND HOLES. MEMBERS" (3) EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH DRAWING NO: 2. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH GLASS COATING. FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. I\ S . OWNER: E. ALUMINUM-FRAMED ENTRANCES * STOREFRONTS: 4. ADHESIVE: AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY 2. IF INSTRUCTIONS CONTAINED IN THIS SPECIFICATION, BID DOCUMENTS OR THE CONFINED SPACES, SOLVENT VAPORS MAY ACCUMULATE, LEADING TO OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, PAINTING SCHEDULE ARE AT VARIANCE WITH THE PAINT MANUFACTURER'S INTOXICATION OF WORKERS OR FIRE AND EXPLOSION. FLAMMABLE SOLVENTS C h I C O S I. GENERAL: INSTALL G.G. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM AND ACCEPTABLE TO APPLICABLE AUTHORITIES. INSTRUCTIONS OR THE APPLICABLE STANDARDS AND CODES PUBLISHED BY AND THE ATOMIZED COATINGS ARE GENERALLY HEAVIER THAN AIR AND TEND WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR 5. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS SSPC OF OSHA, SURFACES SHALL BE PREPARED AND PAINT APPLIED TO MEET TO SETTLE IN THE LOWER AREAS OF CONFINED CONSIDER THIS WHEN COMPLETE WEATHERTIGHT INSTALLATION, RECOMMENDED BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, THE NIGHER STANDARD, AS DETERMINED BY THE DESIGN AUTHORITY. DESIGNING AND INSTALLING THE VENTILATION SYSTEM. 11215 METRO PARKWAY t 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V-NOTCH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING PROMPT f. PAINT BEFORE INSTALLING HARDWARE. FT. MYERS, FL. 33966 t. ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." TROWEL IS RECOMMENDED. CLARIFICATION WHEN INSTRUCTIONS ARE LACKING, CONFLICTS OCCUR IN THE 3. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. SPECIFICATION AND/OR PAINT MANUFACTURER'S LITERATURE, OR THE J. CARPET: - 4. SUBMITTALS: NOT REQUIRED. E. WOOD STRIP FLOORING: PROCEDURE SPECIFIED IS NOT CLEARLY UNDERSTOOD. IN THE EVENT, THE 1. INSTALL OWNER FURNISHED CARPET; PROVIDE CARPET ACCESSORIES AS REQUIRED 5. INSTALLATION WARRANTY 1. GENERAL: PROVIDE SHOP FINISHED PRE-ENGINEERED WOOD STRIP FLOORING SYSTEM CONTRACTOR FAILS TO RESOLVE THE CONFLICTS, WHICH MAY EXIST, HE SHALL FOR COMPLETE FINISHED INSTALLATION. ARCHITECT/ENGINEER: . - 6. MANUFACTURER: G.C. TO BID WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. BE RESPONSIBLE FOR HANDLING THE DISCREPANCIES IN A MANNER AS 2. STANDARDS: COMPLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS. 7. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. 2. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD PRESCRIBED BY THE DESIGN AUTHORITY AT NO ADDITIONAL COST TO THE a. FLAMMABILITY: 0.45 WATTS/SQ.CM. OR HIGHER, ASTM E648. E E a. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION FLOORING AND EXPOSED ACCESSORIES, INCLUDING FINISH. OWNER. 3. INSTALLER QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON REQUEST, t r ' U INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM 8221, 6061 OR 3. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE 4. ALL PERTINENT SAFETY REGULATIONS, BOTH THE OWNER'S AND SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS . . 8 8 6063 ALLOY AND T5 OR T6 TEMPER. THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING OSHA'S SHALL BE ADHERED TO RIGIDLY. IN ADDITION, ALL SAFETY ACCEPTABLE. b. FINISH: 20 GA. POLISHED STAINLESS STEEL INSTRUCTION. PRECAUTIONS NOTED ON THE MANUFACTURER'S PRODUCT DATA 4. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY U t o r t 8. GLAZING: ASTM C1048, PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR Q. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY SHEETS AND LABELS SHALL BE OBSERVED FOR BOTH MATERIALS MANUFACTURERS TO SUIT APPLICATION AND EXPECTED SERVICE. E E N FLOAT GLASS; NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED. NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF AND EQUIPMENT. 5. LEVELING AND RAMPING MATERIAL: LATEX-CEMENT MATERIAL DESIGNED FOR . F. 0 76. a. APPLIED GLAZING FILM: SUPPLY * APPLY 3M FILM ON ALUMINUM FRAMED WOOD SUB-FLOOR MUST NOT EXCEED 12% AND CONCRETE MOISTURE CONTENT S. THE APPLICATION SHALL LEAVE NO SAGS, RUNS OR HOLIDAYS. ANY PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF `n u' STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. MUST NOT EXCEED 3LBS. b. G.G. TO PROVIDE MOISTURE TEST REPORT TO DAMAGE IN ANY COAT SHALL 8E REPAIRED TO CONFORM TO THIS SUBSURFACE TO ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING (ii T cl. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT CONSTRUCTION MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR 1 WEEK SPECIFICATION PRIOR TO FINAL INSPECTION. APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. a SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. PRIOR TO FLOOR INSTALLATION, IF THE G.C. FAILS TO PROVIDE REPORT, ANY 6. WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE 6. PREPARATION: CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, � tE'- 10. MISCELLANEOUS MATERIALS: FLOOR FAILURE ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY COATED SHALL BE CLEANED AND REPAIRED ACCORDING TO HIGHEST PLASTER AND OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF a. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITI-1 OF THE G.C. TO REPLACE ( LABOR AND MATERIAL). INDUSTRY STANDARDS AND IN A MANNER APPROVED BY THE DESIGN AUTHORITY. ADHESIVE AND CARPET; ALLOW FLOORS TO THOROUGHLY DRY. ti) MINIMUM 2 OZ. HOT-DIP ZINC COATING, ASTM A123, APPLIED AFTER c. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE 7. ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE * CO., AND ARE 7. USE LEVELING AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, LEVELING FABRICATION. FLOOR INSTALLATION. INTENDED TO ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES. COATING AND FOR RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2" OF ADJACENT2 L. o b. BITUMINOUS PAINT: COLD-APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR d. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE SUBSTITUTIONS ARE PROHIBITED. FLOORING MATERIALS. "v 30 MIL THICKNESS PER COAT. CONSISTENT WITH NORMAL, YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A 8. ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOB SITE IN 8. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET = O c. FLASHING: INSTALL SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F THE ORIGINAL AND UNOPENED CONTAINERS PLAINLY MARKED WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN AND HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. THE PROPER DESIGNATION OF THE PRODUCT, A5 WELL AS THE a. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; W WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE NAME OF THE MANUFACTURER. ALL COATING MATERIALS AT THE SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE .0 d. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND JOB SITE SHALL BE SUBJECT TO INSPECTION BY THE OWNER'S REP. PROPER ADHESION OVER FULL AREA OF INSTALLATION. C t1.3 CC6 i ENTRANCE SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. q. ALL PAINTING MATERIALS SHALL BE STORED INA CLEAN, DRY WELL VENTILATED b. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM PLACE, PROTECTED FROM SPARKS, FLAME, DIRECT RAYS OF THE SUN, AND BEFORE INITIAL SET. o ,,, PLACE. INSTALLATIONS BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. EXCESSIVE HEAT OR COLD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR c. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM. INSTALL CARPET WITH I r 11. FABRICATION: f. COMMENCEMENT OF WORK 1S ACCEPTANCE OF CONDITIONS. THE PROTECTION AND SAFETY OF THE MATERIALS STORED BY G.G. AT THE JOB PILE INCLINATION IN ONE DIRECTION. tf) a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS 4. MANUFACTURERS: REFER TO FINISH SCHEDULE. SITE. m d, ALL SEAMS SHALL BE BEADED (BUTTERED) WITH LATEX WITHOUT EXCEPTION. ik)( ENSURING CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS 5. WOOD: A5 INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP 10. PAINT ADDITIVES ARE PROHIBITED. GI. INSTALL PROPER TRANSITION CARPET EDGE. RAW CARPET EDGES SHALL SE Q "- ARE FLUSH, I/64th INCH MAX. AND WEATHERPROOF. NO CAULK AT ANY APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE 11. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE SECURED AND HELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES JOINTS OR CONNECTIONS. NO EXCEPTIONS! APPLICATION TO CONCRETE. FINISH PAINTING SCHEDULE, OF THIS SPECIFICATION AND/OR THE SHALL BE FINISHED WITH EDGING. 0 b. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED 6. ADHESIVE: AS RECOMMENDED SY MANUFACTURER TO ENSURE MAXIMUM DURABILITY PAINTING SCHEDULE SUBMITTED A5 A PART OF THE SCOPE OF 10, WHERE CARPET MEETS DISSIMILAR MATERIAL INSTALL AN APPROVED CARPET EDGE .0 Ecti d' SEPARATORS WHICH WILL PREVENT CORROSION. OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, WORK DOCUMENTS WITH THE SCOPE OF WORK SCHEDULE TAKING BAR. E U in 12. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES INCLUDING AND ACCEPTABLE TO APPLICABLE AUTHORITIES. E § :n PRECEDENCE. COLORS SHALL NOT BE SUBSTITUTED. 11. CARPET SHIELDS: G.G. TO PROVIDE CARPET SHIELD TO PROTECT CARPET ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO 7. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS 12. SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING * PAINTING IMMEDIATELY AFTER CARPET INSTALLATION. = o MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. RECOMMENDED BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, OPERATIONS. vi- a. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V-NOTCH 13. BEFORE ANY SURFACE IS COATED, IT SHALL BE CLEANED CAREFULLY OF DIVISION 10 - SPECIALTIES MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. TROWEL IS RECOMMENDED. ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, OLD PAINT, ETC. A. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR WALL: 24" X 24" SURFACE b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN 8. SUBFLOOR FILLER: PREM IX LATEX REQUIRING WATER ONLY TO PRODUCE 14. ALL GLEANED METAL SHALL BE PRIME COATED AS SPECIFIED MOUNTED MODEL #AP24X24 AS MANUFACTURED BY INTEXFORMS INC. RESPONSIBILITY OR LIABILITY FOR THE USE OF ASSEMBLIES TO BUILDING. CEMENTITIOUS PASTE. IMMEDIATELY AFTER CLEANING TO PREVENT NEW RUSTING OR (916) 388-gg33 OR OTHER Wm2017 THE ARCHITECT/ENGINEER ASSUMES NO HICH MUST BE APPROVED BY OWNERS CONSTRUCTIONSPECFECALLYAUTHORIZEDBY THEM PROJECT OTHER THAN NED c. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, q, DIVIDER STRIPS: TYPE AS INDICATED, AS SELECTED BY ARCHITECT FROM OXIDATION OF CLEANED SURFACES. MANAGER. SUBSTITUTE WITH "5" LABEL FIRE PANEL, MODEL FW 5050, KEY LOCK, AND SEALED FOR SUCH SPECIFIC LOCATION IN THE USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH MANUFACTURER'S FULL RANGE OF EDGE STRIPS NHERE NOT OTHERWISE 15. SURFACESSTATE THIS BULDINGUSEISONYSHOUCAB ETHE IN ONLY I F A RATED DOOR IS REQUIRED PER CODES. SEAL.THIS BUILDING USE IS ONLY RPPUCABLE IN SECTION 08700. INDICATED. 15.1 SURFACE PREPARATION (ALL METAL AND WOOD SURFACES) 8. ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC AREAS MEETING THE STATED DESIGN CRITERIA. d. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS 10. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS a. SOLVENT CLEANING SSPC-SPI - THIS 15 A METHOD FOR REMOVING OIL, GREASE, AND REFLECTED CEILING PLANS. IN ABSENCE OF DEFINED LOCATIONS, THE OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. SMOOTH AND FLAT TO PLUS OR MINUS 1/8" PER 10'-0", FREE OF OIL, GREASE, DRAWING AND CUTTING FLUIDS FROM THE SURFACE. A COMPLETE DESCRIPTION GENERAL CONTRACTOR IS TO FURNISH AND INSTALL ACCESS PANELS A5 WHITE BLACK e. GLASS INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND GLAZING DUST AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND OF THE PROCEDURES CAN BE FOUND IN STEELSTRUCTURES PANTING COUNCIL NECESSARY TO FURNISH REASONABLE, SAFE ACCESS TO SERVICE ALL SERVICEABLE MANUFACTURER INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SMALL HOLES, AND FOR MINOR LEVELING. SPECIFICATION "SSPC-SP-1 SOLVENT CLEANING�� COMPONENTS OF EACH PIECE OF EQUIPMENT. ASSUMED ACCESS SHALL BE BY A HOUSE MARKET SURFACES. a. GRIND CONCRETE NHERE RIDGES AND IRREGULARITIES PROVIDE b. EMULSIFIER SOLVENT CLEANING - ALL AREAS TO SE PAINTED SHOULD BE TECHNICIAN(5) STANDING FIRMLY ON A LADDER. WHERE ACCESS PANELS OR UNSATISFACTORY SUBSTRATE FOR WOOD STRIP FLOORING. BUFF CONCRETE CLEANED THOROUGHLY WITH A SOLUTION OF OIL AND GREASE EMULSIFIER. REMOVABLE DIFFUSERS CANNOT BE LOCATED IMMEDIATELY ADJACENT TO THE STORE NO: WITH AN 80 GRIT SCREEN, THEN VACUUM AND WIPE THOROUGHLY WITH THIS CLEANER EMULSIFIES ALL OF THE OILY SUBSTANCE CONVERTING IT TO EQUIPMENT, THE CONTRACTOR IS TO FURNISH A NON-COMBUSTIBLE CATWALK OR 3219 LACQUER THINNER. SOAP AND FLOATS IF OUT OF THE SURFACE. THOROUGHLY SCRUB ALL AREAS ABOVE CEILING SECURED PLANKING OR METAL DECKING OR SIMILAR pIVISION q - FINISHES 11. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION UNTIL SURFACE APPEARS CLEAN, AND THE RINSE WELL WITH CLEAN WATER. NON-COMBUSTIBLE MATERIAL TO PERMIT ACCESS TO THE EQUIPMENT FROM THE PROJECT LOCATION: A. GYPSUM DRYWALL: INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER THIS PROCESS SHOULD BE REPEATED TO ENSURE THAT THERE ARE NO OTHER NEAREST ACCESS PANEL OR LIFT-OUT DIFFUSER. CATWALKS MUST BE 1. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH CONCRETE. OILY CONTAMINANTS REMAINING. OBSTACLE-FREE TO A HEIGHT OF 3 FOOT 0 INCHES ABOVE THE CATWALK. WASHINGTON SQUARE PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, b. INSPECT FLOORING MATERIAL FOR CORRECT TYPE, QUANTITY AND DAMAGE. 15.2 WALLS AND COLUMNS - EGGSHELL FINISH CATWALKS MUST BE CAPABLE OF SAFELY SUPPORTING A MINIMUM OF TWO (2) 9336 SW WASHINGTON PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND A5 SPECIFIED. INSTALL C. PROVIDE AT LEAST 1/2" EXPANSION SPACE BETWEEN FLOORING AND ALL WALLS a. PRIMER: APPLY ONE (1) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER * TECHNICIANS PLUS EQUIPMENT AND BE CONSTRUCTED OF NON-COMBUSTIBLE ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. AND VERTICAL OBJECTS. PRIMER SEALER (PRODUCT # 253) AT A WET FILM THICKNESS OF 3.6 MILS MATERIALS. SQUARE ROAD 2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEETROCK (TYPE 'X') d. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT C. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS SPACE #: W13 PANELS OF STANDARD QUALITY. GENERAL CONTRACTOR MAY USE NON-RATED CONTACT FOR PERMANENT BOND TO SUBSTRATE. WHEN INSTALLING DIRECT TO PRIMER ONE SHADE LIGHTER THAN FINISH COAT). NON-SALES AREA WALL STANDARDS, SHELVES, BRACKETS, ETC. TIGARD, OR 97223 5/8" THICK BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL CONCRETE, IT IS RECOMMENDED BLUE PAINTERS TAPE 8E USED TO HOLD THE b. FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT D. LAVATORY FIXTURES * ACCESSORIES: REFER TO MECHANICAL DRAWINGS TOILET CODES. ALWAYS USE TYPE 'X' ON TENANT SEPARATION WALLS. FLOORING TOGETHER WHILE ADHESIVE IS WET. THIS WILL KEEP THE FLOOR EGGSHELL FINISH (54q) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO ROOM DETAILS AND RESPONSIBILITY SCHEDULE. DESIGN TYPE: 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S TIGHT AND CRACKS TO A MINIMUM. REMOVE BLUE TAPE WITHIN 8 HOURS. ACHIEVE A DRY FILM THICKNESS OF 1.5 MILS PER COAT. E. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF RECOMMENDATIONS. e. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO C. APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH SAME AND FIREPROOF NEW STEEL AS REQUIRED. REMODEL 4. METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND VERTICAL INTERRUPTIONS. PREMIUM QUALITY NYLON/POLYESTER BRUSH. FIRST COAT MAY BE F. CLEANING: THE G.G. 15 RESPONSIBLE FOR 2 PROFESSIONAL CLEANINGS. ONE JOINT TAPE. f. ALL BOARDS THAT ARE CUT SHOULD BE HAND BEVELED OR DRAGGED, AND SPRAYED, BUT SACKROLL WITH SOFT WOVEN COVER NO LARGER THAN %2" NAP CLEANING TO BE PRIOR TO THE PUNCH-LIST DATE. THE SECOND IS TO BE AFTER REVISIONS: 5. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND COLORED TO MATCH OTHER FLOORING BOARDS USING BLEED KIT SUPPLIED TO MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. THE STORE IS MERCHANDISED BEFORE THE OPENING DATE. STORE IS TO BE JOINT TAPE. WITH THE FLOORING. 15.3 CEILINGS AND SOFFITS - FLAT FINISH TURNED OVER IN A DUST-FREE, DIRT-FREE CONDITION. CLEANING SHALL INCLUDE, 6. ALL DRYWALL TO RECEIVE LEVEL 4 FINISH. g. BOARDS THAT MEET PERPENDICULAR OR AT ANY OTHER ANGLE ARE TO BE a. PRIMER: APPLY ONE (1) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER * BUT NOT BE LIMITED TO THE OLLOWING: REQUIRED BY: DATE TONGUE AND GROOVED TOGETHER. PRIMER SEALER (PRODUCT # 253) AT A WET FILM THICKNESS OF 3.6 MILS 1. STOREFRONT GLASS (INSIDE AND OUT) B. CERAMIC TILE: h. CLEAN ALL ADHESIVE OFF THE FINISHED FLOORING WITH MINERAL SPIRITS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT 2. MIRRORS /\LANDL AND 1. CERAMIC TILE AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. (IF MAKING SURE NOT TO RUB TOO AGGRESSIVELY WHICH COULD DAMAGE THE 3. STOREFRONT METAL //// LANDLORD COMMENTS 02/07/2016 APPLICABLE) FINISH AND/OR REMOVE THE COLOR FROM THE FLOORING. PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 2. INSTALL CERAMIC TILE USING RECOMMENDED METHODS OF THE TILE CONTRACTORS i. PROVIDE DIVIDER STRIPS WHERE FLOORING TERMINATES WITH TILE OR OTHER b. FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT 4. SIGNS ASSOCIATION OF AMERICA AND THE TILE COUNCIL OF AMERICA, INC. FLOOR FINISHES. FLAT FINISH (547) ATA WET FILM THICKNESS OF 3.8 MILS PER COAT TO 5. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACK AND TRACK HEADS © CLIENT COMMENTS oar,zrzo,� 3. INSTALL CERAMIC TILE USING GROUT AND JOINT SPACING SPECIFIED IN FINISH (1) DIVIDER STRIPS MANUFACTURER: ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. (o. FLOORING (PER MANUFACTURER 5 RECOMMENDATIONS) SCHEDULE. MANHATTAN AMERICAN TERRAZZO STRIP COMPANY c. APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH 7. VINYL RESILIENT FLOOR TILE CLEANED AND WAXED 4. ADHESIVE IS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (PER P.O BOX 72433 OLD 421 ROAD PREMIUM QUALITY NYLON/POLYESTER BRUSH. FIRST COAT MAY BE 8. PRESENTATION ITEMS, PROPS, AND TRADE FIXTURES MANUFACTURER'S SPECIFICATIONS), STALEY, NORTH CAROLINA 27355 SPRAYED, BUT BAGKROLL WITH SOFT WOVEN COVER NO LARGER THAN '/z" NAP q. WORD BASE 5. CAREFULLY CLEAN ALL WORK AND REPLACE OR REPOINT ANY DAMAGED WORK AND (336)622-4247; FAX: (336) 622-4160 TO MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. 10. WALL COVERINGS LEAVE IN PERFECT CONDITION. USE NO ACID, AGENT OR DEVICE THAT WILL MAR matsns@aot.com 15.4 WALL BASE, CASING, AND TRIM - SEMI GLOSS FINISH 11. NON-SALES SHELVING, STORAGE PLATFORMS, ETC. a, PRIMER: APPLY ONE (1) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER G. AWNINGS - GENERAL: G.G. TO COORDINATE AWNING AND FRAME INSTALLATION WITH SURFACE. CONSULT WITH OWNERS CONSTRUCTION MANAGER FOR INSTRUCTIONS j. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL SEALER (PRODUCT # 253) OWNER'S PROJECT MANAGER. SUBCONTRACTOR TO PROVIDE BLOCKING AS REQUIRED. PRIMER (DO NOT POLISH CERAMIC TILE). BETWEEN WOOD FLOORING AND ADJACENT FLOORING. ATA WET FILM THICKNESS OF 3.6 MILS COORDINATE WITH OWNER'S VENDOR. 6. CERAMIC TILES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT STAFF. F. RESILIENT SHEET FLOORING: PRIMER ONE SHADE LIGHTER THAN FINISH COAT). •INDICATES NOREVISION TOTHIS SHEET - 7, THE GENERAL CONTRACTOR 15 RESPONSIBLE TO CORRECT RAISED CERAMIC TILES 1. GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES A5 REQUIRED FOR b. FINISH: APPLY TWO (2) GOATS OF REGAL SELECT PREMIUM INTERIOR PAINT DIVISION 12 -• FURNISHINGS FOR THE ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OF COMPLETE FINISHED INSTALLATION. SEMI-GLOSS FINISH (551) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT A. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE DRAWN BY: JMS AND NON-SALES EQUIPMENT AND FURNITURE. THE OWNER'S CONSTRUCTION MANAGER. 2. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. B. THE CONTRACTOR 15 RESPONSIBLE TO UNCRATE, ASSEMBLE, AND PLACE TRADE CHECKED BY: RHW/ELM COLOR AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE C. APPLICATION: BRUSH APPLY WITH PREMIUM QUALITY NYLON/POLYESTER BRUSH. FIXTURES AND PRESENTATION ITEMS IN SALES AREA; FIXTURES TO BE LOCATED C. CEILING SYSTEMS: ACCESSORY. PRIMER MAY SE SPRAYED. ALWAYS KEEP A NET EDGE DURING APPLICATION. PER THE DIRECTION OF THE OWNER. 1. FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND 3. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH A MAXIMUM OF ONE PINT PER GALLON OF CLEAN WATER MAY BE ADDED FOR , C. SUN CONTROL FILM: (USE ONLY WHEN NOTED IN DRAWINGS). • gED AIS RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND A5 SPECIFIED. MAXIMUM VARIATION OF 1/8II IN 10'-0n; ENSURE CONCRETE FLOORS ARE DRY AND A DESIRED CONSISTENCY AND FLOW, SSG C 2. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, CEILING, I. SOLAR CONTROL FILM APPLIED TO EXISTING GLASS. Sf EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. 15.5 METAL DOORS AND METAL DOOR JAMBS - SEMI GLOSS FINISH , GRILLES, DIFFUSERS AND OTHER NORMAL ACCESSORIES. PROVIDE SYSTEM a. REFER TO FINISH SCHEDULE FOR LOCATION OF SPECIFIED MATERIALS AND a. PRIMER: 2. PRODUCT DATA: MANUFACTURERS DATA ON PRODUCTS TD BE NSTRUED, CyCI COMPONENTS FROM A SINGLE MANUFACTURER. FINISHES WHEN APPLICABLE. a.a. NEW DOORS: APPLY ONE (1) COAT OF ULTRA SPEC ACRYLIC METAL SHOWING PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. a 3, TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH b. FLAMMABILITY: 0.45 WATTS/SQ.CM. OR HIGHER ASTM E648. PRIMER (PO4) AT A WET FILM THICKNESS OF 4.0-4.5 MILS PER COAT TO GERALD S.MEM 3. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITHPROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. • MANUFACTURER'S RECOMMENDATIONS. FINISH CEILING SHALL BE LEVEL, WITH 4. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING ACHIEVE A DRY FILM THICKNESS OF 1.7-2,3 MILS PER COAT. (TINT PRIMER , RESILIENT FLOORING. ONE SHADE LIGHTER THAN FINISH GOAT). 4. PROVIDE FILM MANUFACTURERS 10-YEAR WARRANTY AGAINST FAILURE OF FILM, JOINTS SNUG AND SQUARE, AND TILES OR PANELS IN PERFECT CONDITION. INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, ,, 4 ;., ; ..� 4, MATERIALS AND FINISHES a. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED 5. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING a.b. EXISTING FACTORY FINISHED DOORS: APPLY ONE (1) GOAT OF STIX ,Q-� THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO WATERBORNE PRIMER DELAMINATION, AND EINS TIAL ATIONN; INCLUDE COST OF MATERIAL AND LABOR MATERIALS AND FINISHES WHEN APPLICABLE. (XA05). ALLOW 3 HOURS TO DRY THEN APPLY 1-2 FOR REMOVAL AND REINSTALLATION. 4'DF 00 b. NON-SALES CEILING: AS SCHEDULED OR EQUAL. CLASS "A" RATING. ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND COATS OF REGAL SELECT SEMI-GLOSS IN THE SPECIFIED COLOR FINISH: 5. MANUFACTURER: SOUTHWALL TECHNOLOGIES; REPRESENTED BY V-KDOL, INC.; c. WHEN A ONE-HOUR FIRE-RATED CEILING ASSEMBLY IS REQUIRED BY LANDLORD, FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT 173568 NORTHWEST FREEWAY HOUSTON, TX 77040. ASD. TEL: (800) 786-2466. STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR 15 TO CONFORM WITH 6. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY SEMI-GLOSS FINISH (651) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT ` FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. FAX: (713) 856-Sgg8. EMAIL: SALES@V-KOOL-USA.COM WWW.V-KOOL-USA.COM UNDERWRITERS LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT.APPLY ONE (1) 6. SOLAR CONTROL FILM: SOUTHWALL TECHNOLOGIES V-KOOL VK-70 FILM: 7. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL AS SCHEDULED. COAT OF SUPER SPEC HP ACRYLIC METAL PRIMER (PO4) AT A WET FILM VIRTUALLY CLEAR SELF-ADHESIVE POLYESTER FILM. TYPE AND LOCATION. d. G.C. TO PROVIDE ONE BOX OF THE SPECIFIED CEILING TILES ON SITE FOR THICKNESS OF 4.0-4.5 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS 7. SOLAR CONTROL FILM: SOUTHWALL TECHNOLOGIES V-KOOL VK-40 FILM: GRAY FUTURE USE. 8. PREPARATION: CONFORM TO ASTM F710 AND MANUFACTURER'S RECOMMENDATIONS OF 1.7-2.3 MILS PER COAT. (TINT PRIMER ONE SHADE LIGHTER THAN FINISH TINTED SELF-ADHESIVE POLYESTER FILM. FOR PREPARATION; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, COAT). CRACKS, JOINTS, POLES AND DEFECTS WITH SUBFLOOR FILLER. 8. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4/19/2017 D. VINYL PLANK FLOORING: q, INSTALLATION: COMPLY WITH FLOORING AND BASE MANUFACTURER b. FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT ci. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS 1. GENERAL: G.C. TO INSTALL OWNER SUPPLIED VINYL STRIP FLOORING SYSTEM WITH SEMI-GLOSS FINISH (651) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT BETWEEN FILM AND FRAME. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 10. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES, DRAWING TITLE: 2. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE PRESS WITH HEAVY ROLLER FOR FULL ADHESION; SCRIBE TO WALLS, COLUMNS, C. APPLICATION: FOR JAMBS: BRUSH APPLY WITH PREMIUM QUALITY 11. REMOVE CLEANING SOLUTIONS, RUN-OFF CLEANING WATER, AND ADHESIVE SPECIFICATIONS THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. c. LAY FLOORING WITH MINIMUM SEAMS WITH PATTEN PARALLEL TO BUILDING LINES NYLON/POLYESTER BRUSH. ALWAYS KEEP A WET EDGE DURING MOUNTING SOLUTION FROM ADJACENT SURFACES. INSTRUCTION. TO PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLOORING AT APPLICATION. FOR DOORS, A SOFT WOVEN COVER OF NO MORE THAN 'A" IS 12. WHERE INSTALLED FILM COULD BE DAMAGED 13Y SUBSEQUENT CONSTRUCTION a. G.G. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BYRECOMMENDED FOR A SMOOTH APPEARANCE. A MAXIMUM OF ONE PINT WORK PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT. NNFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS PER GALLON OF CLEAN WATER MAY BE ADDED FOR A DESIRED CONSISTENCY D. INTERIOR WINDOW FILM: WOOD SUB-FLOOR MUST NOT EXCEED 12% AND CONCRETE MOISTURE CONTENT DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES. AND FLOW. 1. APPLY TO STOREFRONT GLASS AS INDICATED IN DRAWINGS. MUST NOT EXCEED 3LBS. b. G.G. TO PROVIDE MOISTURE TEST REPORT TO 10. INTEGRAL COVE BASE: PROVIDE INTEGRAL COVE BASE INCLUDING COVE SUPPORT 15.6 NOTES AND CAUTIONSMANUFACTURER'S CONSTRUCTION MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR 1 WEEK STRIP OR FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP LEVEL 2. PRODUCT DATA: DATA ON PRODUCTS TO BE PROVIDED WITH FLOOR LINE, WITH TIGHTLY BUTTED MITERED CORNERS; USE a• ENSURE PROPER CONDITIONS FOR APPLICATION - BEFORE ANY SURFACE 15 SHOWING PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. • PRIOR TO FLOOR INSTALLATION. IF THE G.G. FAILS TO PROVIDE REPORT, ANY LONGEST TOP EDGE PIECES AVAILABLE MINIMUM JOINTS,48" BETWEEN JOINTS. COATED, IT SHALL BE CLEANED OF ALL DUST, DIRT, GREASE, LOOSE RUST, 3. TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH DATE ISSUED: FLOOR FAILURE ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY MILL SCALE, LOOSE PAINT, ETC. IMPERFECTIONS AND HOLES IS SURFACES TO PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. 12/21/2016 OF THE G.C. TO REPLACE AND LABOR11. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. ( MATERIAL). BE COATED SHALL BE CLEANED AND FILLED IN AN APPROVED MANNER. 4. PROVIDE FILM MANUFACTURER'S 10 YEAR WARRANTY AGAINST FAILURE OF FILM, c. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE b. ALL PROJECTS SHOULD BE INSPECTED - AT VARIOUS STAGES OF SURFACE INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, G. VINYL RESILIENT TILE (NON-SALES): DELAMINATION AND DEMETALIZATION; INCLUDE COST OF MATERIALS AND LABOR FLOOR INSTALLATION. PREPARATION AND COATING APPLICATION. INSPECTIONS SHOULD BE CARRIED d. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE 1. SEE FINISH SCHEDULE. BUTT BASE TO FLOOR AND WALL WITH NO GAPS. PROJECT NO: CONSISTENT WITH NORMAL, YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A 2. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER APPROVED BY OUT BY G.G. INSPECTION * OWNERS REP. OR BY OUTSIDE INSPECTION FIRMS. FOR REMOVAL AND REINSTALLATION. WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH WATERPROOF TYPE c. CLEAN ANY BOLTS AND PAINT THEM USING A BRUSH - COLORS SHOULD BE 5. MANUFACTURER: 3-M, 3M CORPORATE HEADQUARTERS, 3M CENTER ST. PAUL, MN 160529 ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND DEGREASED BEFORE PRIMING. THE PRIMER AND TOPCOATS SHOULD BE 55144-1000, 1-888-364-3577 AND HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. SURFACES INVOLVCOAPPLIED BY BRUSH TO ACHIEVE COMPLETE AND UNIFORM COVERAGE. 6. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE . d. MASK FAYING SURFACES AFTER PRIMING - IF FAYING SURFACES ARE TO BE 7. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS DRAWING NO: INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND H. PAINTING AND COATING PRIMED, THEY MUST BE MASKED AFTER PRIMING TO PREVENT TOPCOATING OF BETWEEN FILM AND FRAME HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. 1. THIS SPEC DEFINES THE REQUIREMENTS FOR SURFACE PREPARATION THE FAYING SURFACES. APPLICATION OF THE TOPCOAT TO A FAYING SURFACE 8. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOMMY LEAD TO LOOSENING OF FRICTION JOINTS. q. REMOVE CLEANING SOLUTIONS RUN-OFF CLEANING WATER AND ADHESIVE INSTALLATIONS BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. COATING SYSTEMS, MINIMUM AND MAXIMUM DRY FILM THICKNESS, SPECIAL r APPLICATION INSTRUCTIONS WHEN NECESSARY AND INSPECTION FOR PANTING OF e. ENSURE ADEQUATE VENTILATION - ADEQUATE VENTILATION WHILE APPLYING AND MOUNTING SOLUTION FROM ADJACENT SURFACES f. COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. SPECIFIED SUBSTRATES. CURING COATINGS IS IMPORTANT FOR HEALTH AND SAFETY REASONS AND TO 10, WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION AS • 2 3. MANUFACTURERS: REFER TO FINISH SCHEDULE. ENSURE PROPER CURING OF THE COATING. WHEN APPLYING COATINGS IN WORK, PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT 01000 GENERAL STRUCTURAL NOTES OWNER: 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND cli I C OS SPEC IFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAW INGS AND SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 2. GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIFICATION CODE 11215 METRO PARKWAY 3. ROOF LIVE LOAD: - N/A FT. MYERS, FL. 33966 4. ROOF SNOW LOAD: GROUND SNOW LOAD (Pg) - N/A SNOW EXPOSURE FACTOR (Ce) - N/A IMPORTANCE FACTOR (15) - N/A ARCHITECT I ENGINEER: _ - THERMAL FACTOR (Ct) - N/A FLAT ROOF SNOW LOAD (Pc) - N/A M B H STRUCTURAL ENCNEERNG 5. WIND LOAD: 1166 Dublin Road Suite 200 BASIC WIND SPEED - N/A Columbus,OH 43215-1038 800 IMPORTANCE FACTOR (1w) - N/A www.s614-48mbhinc.com www.smbhinc.com EXPOSURE CATEGORY - N/A smbh job no:116-011004 INTERNAL PRESSURE COEFFICIENT - (G Cpi) - N/A 6. SEISMIC LOAD: OCCUPANCY CATEGORY - II IMPORTANCE FACTOR (Ie) - 1.0 cep"2: �. MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD (Ss) - 0.418 .�� isr`�� %',MAPPED SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIOD (SI) - 0.43 e' ?1 '�' SITE GLASS - D ' �rSPECTRAL RESPONSE COEFFICIENT AT SHORT PERIOD (SDs) - 0.72 �' ."SEISMIC ORt. SPECTRAL RESPONSE COEFFICIENT AT ONE-SECOND PERIOD SD1 - 0.45DESGN BASE SWEAREGORY - N/AX08 ��r ,Q,�� DESIGN BY EQUIVALENT LATERAL FORCE PROCEDURE A. BR 7. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE IN ANY WAY RELATED TO t MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL IxPIRs: OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS TO BE BORNE BY MECHANICAL CONTRACTOR. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL DRAWINGS. _ 8. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURES, ERECTION PROCEDURES AND SEQUENCES AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE-DOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. q. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF COLUMNS, WALLS, OPENINGS ETC. WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 054000 COLD-FORMED METAL FRAMING 1. SPECIFICATIONS AND STANDARDS: WHITE BLACK A. STRUCTURAL PROPERTIES OF COLD-FORMED METAL FRAMING SHALL BE COMPUTED IN R O Q S i MA1=E T ACCORDANCE WITH AISI 'SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS' AND SHALL BE PUBLISHED IN THE MANUFACTURERS CATALOG. • STORE NO: B. WELDING SHALL BE PERFORMED ONLY BY QUALIFIED OPERATORS USING PROPER EQUIPMENT 3219 FOR THE PARTICULAR TYPE OF WORK REQUIRED. C. AWS STANDARD WELDING SYMBOL. PROJECT LOCATION: D. AWS D1.3 SPECIFICATION FOR WELDING SWEET STEEL IN STRUCTURES. 2. MATERIALS: WASHINGTON SQUARE A. ALL STUD MEMBERS TO HAVE 1 5/6' FLANGES 9336 SW WASHINGTON B. MEMBERS 54 MILS AND HEAVIER: ASTM A1003, GRADE 50, TYPE H. C. MEMBERS 43 MILS AND LIGHTER: ASTM A1003, GRADE 33, TYPE H. SQUARE ROAD D. TRACK AND BRIDGING MATERIALS: ASTM A1003, GRADE 33, TYPE H. SPACE #: W13 E. FRAMING SHALL BE GALVANIZED PER ASTM A653, G60. TIGARD, OR 97223 F. WELDING 3. CONNECTIONS: AWS A5.1, A5.5 OR A5.18 SERIES E60. NOT USED 1/21F -1 I-0" C DESIGN TYPE: A. CUT FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND HOLD REMODEL FIRMLY IN POSITION UNTIL PROPERLY FASTENED. B. PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. . C. WIRE TYING OF STRUCTURAL FRAMING COMPONENTS IS NOT PERMITTED. REVISIONS: D. COMPONENTS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 2-#8 SCREWS OR AS SHOWN ON THE DRAWINGS, CODED NOTES REQUIRED BY: DATE 4. MISCELLANEOUS REQUIREMENTS: A. ATTACH TRACK TO THE FLOOR AND OVERHEAD STRUCTURE AS NOTED. O BUILT-UP BOX COLUMN DBL 0 BUILT-UP BOX COLUMN r e CLIENT AND B. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND CONNECT AS NOTED. 3-5/8" DP 18 GA STUDS W/ DBL 6" DP 18 GA BEAM LANDLORD COMMENTS 02/07/2016 C. SPLICES IN STRUCTURAL FRAMING MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF II ' �� ' THE STRUCTURAL ENGINEER. 3 5/8 , 18 GA TRACK, EA r , W/ 3 5/8 , 18 GA TRACK, SIDE. EA SIDE CLIENT COMMENTS 04/14/201T D. DO NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND #10 SCREW ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE. i- @ 12" 0/0 E. ATTACH V-BAR BRIDGING TO BOTH FLANGES OF WALL STUDS. SPACE BRIDGING AT 4'-O'c/c 4*10 SCREW OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. @ 12" 0/C 4444 r 4 0 DBL 14" DP, 16 GA BEAM 0 DBL 10" DP, 18 GA BEAM WI 3 5/8", 12 GA TRACK, W/ 3 5/8", 18 GA TRACK, TOP * BOTTOM EA SIDE L. - .7. - #10 SCREW 4*10 SCREW ® 12" G/G `INDICATES NO REVISION TO THIS SHEET ® 12" G/G . DRAWN BY: CLC CHECKED BY: DCM I 0 ,, o 0 c:V ---- '1- i i 0 0 I 0 __ I 0 J A A DRAWING TITLE: TYPICAL STUD WALL. FLAT STRAP BRACING, s2.i 52.1 52.2 STOREFRONT 35/a" X 20 GA STUDS @ SEE DETAIL J/82.2 0r' 16"0.C. 134.7 PLAN & ' TYPICAL STUD WALL. --- 3%" X 20 GA STUDS @ GENERAL NOTES 16"O.C. DATE ISSUED: Nit. 12/21/2016 . PROJECT NO: 160529 DRAWING NO: NOTE: ALL STUDS TO NAVE 1%' FLANGES a''' ''-- 1\ S 11 • 1 GENERAL NOTES _ ISTOREFRONT PLAN I ��2F�_��_°, AI2 f OWNER: / / / / 1 / / / / // ch ' cD•s i I ./ N/ 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT/ENGINEER: , - / SMBH 5TRUCTURAL � EXISTING BULKHEAD EXISTING BULKHEAD 1166 Dublin Road Suite200 ' ' Columbus,OH 43215-1038 i EXTG FRAMING TO I EXTG FRAMING TO % REMAIN V i 614-481-9800 REMAIN smbhjo bhuxxan mbh ob no:116-011,004 \/7 St / NC? 4: -4 ./0 / Hca r» ¢rE 0 , 1 g h' -P'- / 05CREkMMUM (4) SCREWS PER . / 0JA.vit.„, , OR':GON CONNECTION �a '�'°'4'r 1g 2.0°`1, P I 'EXPIRE'S: /r� f , ± ± : -f ±\ - - + )- 7 i + + r'\+ + `\ + + _ + + + + + + + + - � I i � //: 35/8" X 20 GA + \ 1 35/8" X20 GA STUD i/ 35/8"4,,i2G0r_:11/46,1%-f_ / DIA\ @ 48" D.C. ---- --€RAI`�1NG-@-1� 0 �- -- ----_1,/ ---- FA -- - ---- + \ TYP U.N.O. 5 " + TYP U.N.O. �, 3518" X 20 GA DIAGONAL \ + 3� X20 GADIAG@ \ +\ 48" O.C. BRACING @ 48" O.C. 7; \ \ + - 35/8" X 20 GA DIAGONAL \ + #10 SCREW MINIMUM \• BRACING @ 48" D.C. \ (4) SCREWS PER r. 0 �V A j CONNECTION 435/8" X 20 GA COT \ MO TRACK W/(2) #10 , ��=-: 3%" X 20 GA CON 'a 1 --- - / TRACK W/ 2 #10 5CREW5 @ 12" O.C. 1 --SCR-E-145—@-1-2J—O E. ,. - • _ + + \ + + + + ; - -- \ _ 1 r - 7IV WHITE BLACK \, + +\. \+ + \ + + - 1 i + ++ _4/ ,"'�+ + v +-+- I + + - NOUSZ MARIE + + ++ 3518" X 20 GA DONT. 1#4-\ -— - TRACK W/(2) #10 . -,, '. - A STORE NO: �\ SCREWS @ 16" O.G., i '�' �aL ' 35/8" X 20 GA CONT. 3219 --1 TYP UN TRACK W/(2)l #10 PROJECT LOCATION: - SCREWS @ 16 0.0 PROJECT \\ + �e.-_ I •Q _---,, TYP UN WASHINGTON SQUARE . i 9336 SW WASHINGTON • Q i' . SQUARE ROAD it l © SPACE #: W13 TIGARD, OR 97223 1 1 _ . — ., L2x2x20 GA CONT w/ (2) #10 SCREWS EA DESIGN TYPE: -+—+ , , \+ + \ + N __ /"� STUD + + ;___; \�-1- + \� ++ ## `♦ 3%" X 16 GA CONT. +;.4-,,-,.---- -�+ �; REMODEL TRACK W/ 2 ROWS OF + + + + ( ) REVISIONS: --! T. + \ #10 SCREWS @ 6" O.C. �C 1/�A / / / / / / + REQUIRED BY: DATE 1 / / / f / � i ( / l / / / > 1?< + 44: A CLIENT AND .4• ,, 1 \ © LANDLORD COMMENTS 02/07/2016 / © CLIENT COMMENTS 04/14/2017 W . -1 ATTACHMENT OF 4 ` STOREFRONT SYSTEM BY / OTHERS I EXTG HEADER TO REMAIN a /./. . . . . . ' . ' . . . ' . . . . . EXTG HEADER TO � (2) ROWS OF #10 11 REMAIN. SCREWS @ 6" O.C. '' a ST I FFCL I P CL600-68, Il I U(2) ROWS OF #10 , •INDICATES NO REVISION TO THIS SHEET , SCREWS @ 6 O.C. 20 GA @ EA STUD DRAWN BY: CLC tj. - .- I- CHECKED BY: DCM 6" X 20 GA STUD _Tj 6" X 20 GA STUD D-C FRAMING @ 16" O.C. w/ / FRAMING @ 16" O.C. w/ 6" X 16 GA TRACK TOP 6" X 16 GA TRACK TOP * BOTTOM * BOTTOM ATTACHMENT OF /\. STOREFRONT SYSTEM BY /\ OTHERSI / V V V I NOTE: NOTE: SEE 51.1 FOR CODED NOTES. SEE 51.1 FOR CODED NOTES. DRAWING TITLE: STOREFRONT SECTIONS ATTACHMENT OF STOREFRONT SYSTEM BY OTHERS DATE ISSUED: \\\\ :...., 12/21/2016 7- PROJECT NO: 160529 DRAWING NO: 1 S2 . 1 STOREFRONT SECTION THROUGH ENTRY 11 1/2l_=1-0" 1 j I STOREFRONT SECTION THROUGH DISPLAY WINDOW 1 1/2"_=1I-0° A NEW STUD / / / / OWNER: FRAMING, TYP I .7 chicows 11215 METRO PARKWAY SEAT EA HEADER ON HALF OF BUILT UP FT. MYERS, FL. 33966 COLUMN * CONNECT CONNECT STRAPS �. PER C/53.1, TYP TO BEAM A5 " �" ___ .— r--- ARCHITECT 1 ENGINEER: H SHOWN W/(4)-#10 i –r SCREWS EA END, Q I/ SMBH TYP . \ . ' ' 1166 Dublin Road Suite 200 Columbus,OH \!�� 1 i '1 w4 4 1-980nc.com5-1038 614-481-9600 +U + sntbh job no 116-011.004 ' R ��i + +i+ �0O iij /� .c ,:ij ' �FI Ii 1 / 8PE 0 I , e / . , 4Oi EGON . v . . - - . . . "r A. B� ----"\C \\"."------------.... ..................., /, + + \ + + + + el 358" X 20 GA STUD 1EXPIRES:aitzt(q FRAMING @ 16" O.G, 3 7-1/\+ TYP U.N.O. 35/8" X 20 GA DIAL @ #10 SCREW MINIMUM 48" O.G. \ I (4) S CREWWS PER _ + \ \ '...4K NEN STUD • FRAMING, TYP \� 354" X 20 GA DIAGONAL BRACING @ 48" O.C. EXTG FRAMING TO REMAIN FLAT STRAP - BRACING, 18 GA x 3" WIDE WHITE BLACK (MIN.) HOUSZ MAILIET + + \ + + \ + + + + .' \ \ \ \ STORE NO: + + + + \ + + \ + + 3219 PROJECT LOCATION: # / WASHINGTON SQUARE 9336 SW WASHINGTON 4 ‘ • SQUARE ROAD • SPACE #: W13 TIGARD, OR 97223 + DESIGN TYPE: +7> \ REMODEL / / 2 2 / 47 \\ + REVISIONS: REQUIRED BY: DATE • e©AND I_T�— / _ LANDLORD COMMENTS 02/07/2016 © CLIENT COMMENTS 04/14/2017 �I J // T — EXTG HEADER TO + + + + + + \ + + REMAIN. , + + - + + \ + + \ + + 5 .INDICATES NO REVISION TO THIS SHEET - 0 = DRAWN BY: CLC CHECKED BY: DCM ----I -' d _ drjr S/LTT20 HOLD 0 DOWN TENSION TIE BY SIMPSON / �. STRONG-TIE / • COMPANY, TYP //1 NOTE: HOLD-DOWNS ' - ARE REQ'D FOR UPLIFT. CONTRACTOR i CONNECT TO SHALL CONTACT STRUCTURAL ENGINEER COLUMN W/ IF EXISTING CONCRETE / (8)-#10 MTL r SLAB HAS ANY SCREWS PER i DRAWING TITLE: ` HOLD-DOWN, TYP FORMED JOINTS OR + f - CRACKS WITHIN 21-0" STOREFRONT OF COLUMN. SECTIONS 1/"C • 1/2" DIA 1-1ILTI KNIK DATE ISSUED: SOLT TZ (3" MIN0.157" DIA PONDER ACTUATED 4 NOTE: 12/21/2016 NOTE: SEE EMBED), TYP. (SEE FASTENERS (-1ILTI X-U OR i SEE 91.1 FOR CODED NOTES. DRAWING S1.1 FOR FRAMING PLAN A/51.1 EQUIVALENT @ 16" O.C. TYP FOR LOCATION) (1„ EMBED) CODED NOTES PROJECT NO: 771-11 160529 DRAWING NO: \ S2M2 1 112"=1'-0” I { 1 1/2"= 1'- " FLAT STRAP BRACING DETAIL _ STOREFRONT SECTION _ A 2 1 1 OWNER: NOTE: BRIDGING IS NOT REQUIRED IF SHEATHING IS ATTACHED TO BOTH RUNNER TRACK MTL STUD FRAMING, TYP. SEE WSI.II/2 FACES OF THE STUD. (SHEATHING Cli ' c OS INCLUDES, BUT IS NOT LIMITED TO, KING STUD NOTE: SEE STOREFRONT FRAMING PLAN A/52.1 F. "- - GYPSOM BOARD, PLYWOOD, CEMENT .--- - BOARD, ETC.) LOCATIONS WHERE BEAM IS CONTINUOUS ACROSS 11215 METRO PARKWAY TOP OF COLUMN FT. MYERS, FL. 33966 2x2x 16 GA CHANNEL CLIP ANGLE Y4" LESS . . - # 8 SCREWS TYP THAN STUD WIDTH, TYP. - ATTACH AT r '= LINTEL, " " @ EA LEG EVERY STUD WITH (4) #8 SCREWS SECTION OF RUNNER TRA I EE PLAN FOR SIZE 2 x2 x 1 A x LONG FOR ATTACHMENT OF HEADE- I ,l" BENT F' G CLIP kV TO FULL HT STUD __ ARCHITECT/ ENGINEER: ( )-412 SG' EA, LEG BENT PL 6x6x14 GA AT LOCATIONS WHERE VERTICAL 7 ^_ t STANDARD TRACK �� „} , 41 ••••11 NOTE: SEE CODED NOTES S M B H STUD SPACING IS TIGHT, (MAKING ` FOR BEAMS REQUIRING WEB S„ 4r % ~1 INSTALLATION OF ANGLES DIFFICULTi - STIFFENERS AT BEARING AFTER STUDS ARE IN PLACE), f SCREW = POINTS 1166 Dublin Road Suite 200 I III, ` ! I I Columbus,OH 432151038 \SII - IIl OPENING`�! 614 481-9800 �� ATTACH ANGLES TO STUDS BFORE (-�) +Z-1( �Ismbhjobno 116-011004 ill LJE , __., —Na END OF TRACK �� !� ` 1053r13311°4101_ 5' 5' i - \.`. \\ JAC TUD SEE PLAN 4 �, ��' 4°':`�` 1 E SECTIONS FOR 0` 71138PE 1, • BUILT-UP BOX B S . .....,4_____ 1.1 4 4 A , , i . tY" WIDE x 1�i' OP x 16 GA VIEW A-A 18 GA. PLATE EACH SIDE y8 GA TOP TRACK z COLD-ROLLED CHANNEL - LOCATE WITH (8) #8 PAN HEAD STUD DEPTH).(TRACK DEPTH SHALL MATCH t::7Y 19 Z�y4�Q� I 52 AT 4'-0" O.G. MAX VERTICALLY SCREWS A. gP`� TOP FULL LENGTH TRACKS OF 1 112"=1'-a' N.T.S. N.T.S. �- .� TOP��COLUMN SHORT OF xRES: [Z !(#17 )16X BEAM CONNECTIONS _ BRIDGING DETAIL _ )AHTGAGE LINTEL DETAIL _ 4 4 3%0 OR 6" DEEP STUDS AS �,,r -3 5/8' OR 6' DEEP TRACK AS REQUIRED BY OTHER -� ------"" REQUIRED BY OTHER SECTIONS AND DETAILS -� SECTIONS AND DETAILS 1.......cL. � y-'r t.zi I- .�.�� a BEFORE INSTALLING ANCHORS, N%, 1 CONTRACTOR SHALL VERIFY WITH MALL , MANAGEMENT THAT ATTACHMENT - L I ! , SHOWN IS ACCEPTABLE. .' CONNECTION AT p IST BEAM EXIST JOIST CHORD OR6 -#12 SCREWS AT EACH EXIST MTL DECK OR TOP FULL LENGTH TRACKS OF WHITE BLACK BEAM FLG B ATTACH ®TO EXIST STL EXIST rim DECK OR COMP COMP CONC SLAB 7 BUILT-UP COLUMN SHORT OF 00 V I Z NARK*T W/(3) #12 SCREWS CONC SLAB 7 ( )/" W/(3)ATTACH#12 1 SC70 EXISTREWS STL ATTACHMENT BASE TRACK r--- - 7 / 2)-#8 PAN HEAD SCREWS EACH STORE NO: I' ` , ` \ L l i SIDE 3219 .. a, .,, 18 GA BASE TRACK �# 41- I (TRACK DEPTH SHALL PROJECT LOCATION: L -� _ _� ( _ t MATCH STUD DEPTH). WASHINGTON SQUARE t , I I If I 9336 SW WASHINGTON SQUARE t� I (4) 3' DIA CONCRETE SCREWS DIAD BRACE �,/ / 0 , 0 0 , R I • I SPACE #: W13 / 0 EXIST JOIST0 DIAD BRACE I TIGARD, OR 97223 J I MAX CHORD OR BEAM N.T.S. 1 FLG CONTINUOUS 2 L I G N TGAG E BOX COLUMN DETAIL _ I C DESIGN TYPE: DIAD BRACE REMODEL I MAX L REVISIONS: H VIEW A-A VIEW B-B VIEW C-C I REQUIRED BY: DATE Al' t /1`CLIENT AND LANDLORD COMMENTS 02/07/2018 2"x2"x0'-6" LG, 2 16 GA FRAMING CLIP CLIENT COMMENTS 04/14/2017 ( W/(3)-#8 SCREWS EA LEG • CENTER DIAGONAL ' CONT 20 GA TRACK E / 4� / / OVER VERTICAL / IIII W/(2)-#8 SCREWS IN EACH STUD FLANGE OF EACH VERT WALL STANDARD CONNECT TO EXISTING INTERIOR WALLS WHERE CONTACT STRUCTURAL ENGINEER FOR DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR STRUCTURE PERS p1AGONAL IS ATTACHED TO REVISED DETAILS IF JOIST OR BEAM EXIST BAR JOISTS OR STEEL STEEL BEAMS @ 6'-0" DETAIL E/503.1 TOP OF WALL •INDICATES NO REVISION TO THIS SHEET EXIST BAR JOISTS OR SPACING EXCEEDS 6'-0". BEAMS O.C. MAX O / DRAWN BY: CLC STEEL BEAMS @ 6-0 #12 SCREWS {TYP) 'q O.C. MAX -- CHECKED BY: DCM •—1,._ V --� D (2) 2x2x0'-3", 12 GA NOTE: FOR DOUBLE STUD E� FRAMING CLIPS DIAGONALS, 'SECOND' STUD ' I �- I , ^ ' * SHALL END AS CLOSE AS .�, 91 ,1 \ #12 SCREWS, TYPIL i .. T.. CONNECTIONPOSSIBLETO, TOPEND 4 I I �` SEE VIEW B-B FOR o �TT CONNECTION — - _ /r4 �-- in VIEWS A-A TI-IRU G C. A ` , t-(4)-#8 SCREWS — DIAGONAL J� /� BRACING WALL OR STOREFRONT �` .� B 8i' STUD. ORIENTATION — I I DIAGONAL ^lam— , DIAGONAL PARALLEL TO ----I-- SEE VIEW 8-B FOR i \EXISTING BRACING VVIEWD_D VARIES. SEE OTHER EXIST BAR JOISTS OR CONNECTION SECTIONS. STEEL BEAMS C .J`C - - JOIST _ PARTIAL PLAN VIEW DIAGONALS PARALLEL TO iD E ExIST BAR JOISTS OR STEEL BEAMS 7 0 j .:4-1 D Ol CONTINUOUS -" I i ' DRAWING TITLE: CODED NOTES: k-----t— k--- ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING DIAGONAL BRACING OPTIONS STRUCTURAL. SEE VIEW 5-8 FOR STRUCTURE DIAGONAL PERPENDICULAR TO JOIST 20 GA. DIAGONAL BRACE OPTIONS: CONSTRUCTION O1 6", 16 GA MTL STUD WITH 6', 16 GA DEEP LEG N CONNECTION TRACK. DIAGONAL LENGTH- DIAGONAL LENGTH- DIAGONAL LENGTH- DETAILS PARTIAL PLAN VIEW UP TO 10'-O" 10'-i" TO 13'-6" 13'-7" TO 18'-6" DIAGONALS PERPENDICULAR TO EXIST BAR JOISTS OR STEEL BEAMS SINGLE 3 5/8', DBL 3 5/6', 20 GA. DBL 3 5/8', 20 GA. 20 GA. DIAGONAL STUDS WITH 1 5/8" STUDS WITH 1 5/8' WIDE DATE ISSUED: i 1 WIDE FLANGES !' 20 FLTRACPCS 8", 12/21/2016 #12 SCREWS @ 6' O.C. MAX ANDGA 2' FROM EACH END 1 5/8011 1 5/8" 1 5/8 Q2 2 x 2 x 12 GA x 6" LG FRAMING CLIP, ONE PROJECT NO: SIDE OF DIAD, W/(3)-#12 SCREWS EACH #$ SCREWS @ 12"c% VIEW 12c/c MBA EW s-13 #8 SCREWSYIPAi c-+✓ 160529 FACING OF Qp,GONAL DRAMING CONTACT STRUCTURAL ENGINEER FOR DRAWING NO: STOREFRONT FRAMING - 48 O.C. MAX LENGTHS LONGER THAN MAXIMUM DIACONAL BRACING ATTACI- MENT TO EXISTING BAR JOISTS OR STEEL E3EA11S LENGTHS SHOWN. S3 . 1 TYPICAL DIAGONAL BRACE CONNECTION N.T.S. I w E TYPICAL DIAGONAL BRACING 314"=1'-a" A , - • - EX TING I. PROVIDE FORCEXISTI SERVICE EQUIPMENT:TREQUIRED1. DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING II. PROVIDE ALL SACKBOXES AND CONDUIT FOR THE COMMUNICATIONS OUTLETS.SHOWOWNER: PROVIDE EXISTING EQUIPMENT AS IN GENERAL NOTES, SPECIFICATIONS, AND AS ON FLOOR PLANS, AND RISER DIAGRAM. MAINTAIN CODE REQUIRED CLEARANCES FOR ALL OR NCLUDERALL LABOR AND MATERIALSOF CONTRACT TO TEXISTING NECE NECESSARY FIELD FOR FIELD!TIONS. THE MODIFICATIONSCONTRACTOR SHALL EX STING 12. ALL CABLES AND DEVICES TO BE INSTALLED ABOVE FINISHED CEILING SHALL BE PLENUM RATED EQUIPMENT PER NEC 110.26. CONDITIONS. OR IN CONDUIT. chico's 2. BACKWRAP RECEPTACLE: 20 AMP, 120V., QUADRUPLEX RECEPTACLE AT BACKWRAP. LOCATE AS DIRECTED BY 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING 13. REFER TO SPECIFICATIONS SECTIONS 26 27 26 WIRING DEVICES, FOR EXACT MODEL NUMBER OF TENANT/ARCHITECT. CONNECT CIRCUIT AS INDICATED. REFER TO CODED NOTE #13 FOR CONDUIT FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THIS BID ALL DEVICES TO BE USED. 11215 METRO PARKWAY REQUIREMENTS. COSTS TENANTTO MEET AFTER BIDHE DING G DESIGN ILL BE INTENT. FINAL ANDFICATIONS SHALL BEMADE BY THE ARCHITECT, ENGINEER IMPLEMME TED AT THE CONTRACTORSOR 14. FIELD VERIFY ALL CONDITIONS. FT. MYERS, FL. 33966 3. CASHWRAP DEDICATED RECEPTACLE: COST. 20 AMP, 120V., DEDICATED CIRCUIT, DUPLEX RECEPTACLE FOR EACH CASH REGISTER. LOCATE AS 15. FIRE ALARM PLANS, IF REQUIRED, MUST BE ENGINEERED AND NET SIGNED AND SEALED BY A DIRECTED BY TENANT/ARCHITECT. CIRCUIT AS INDICATED. REFER TO CODED NOTE #12 FOR 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES LANDLORD APPROVED, LICENSED, REGISTERED FIRE ALARM CONTRACTOR IN THE LOCAL CONDUIT REQUIREMENTS. AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT JURISDICTION. GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS ARCHITECT/ ENGINEER: ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE WITH LANDLORD PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. 4. CASHWRAP TELEPHONE OUTLET: CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT E E TELEPHONE OUTLET FOR CASH REGISTER, USE 4" SQUARE BOX. PROVIDE CABLING. COORDINATE DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 16. OWNER TO TERMINATE ALL NETWORK CABLING TO DEVICES, 8 8 EXACT REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT. REFER TO CODED NOTE #12 FOR 4. ALL CEILING MOUNTED RECEPTACLES AND COVERPLATES IN WHITE CEILING SHALL HE WHITE. . D. 0 0 CONDUIT REQUIREMENTS. L5. ALL WALL MOUNTED RECEPTACLES, SWITCHES, AND COVERPLATES SHALL BE WHITE. U t B. CDATA OUTLET FOR CASH REGISTER, USE 4�� SQUARE BOX. PROVIDE CABLING. COORDINATE EXACT ASHWRAP DATA OUTLET: 6. CONDUIT FOR DATA/TELEPHONE OUTLETS AND LOW VOLTAGE CABLING SHALL HAVE A N D REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT. REFER TO CODED NOTE #12 FOR CONDUIT PULL/JUNCTION BOX INSTALLED AFTER EACH SET OF THREE cI0 DEGREE BENDS. 0 3 0 c 3 REQUIREMENTS. 7. LABEL ALL COVERPLATES ON INSIDE FACE OF PLATE WITH CIRCUIT NUMBER AND PANEL 6. EXISTING TELEPHONE BOARD: DESIGNATION. I.E. 'LA-1'. CIRCUIT SHALL BE WRITTEN WITH PERMANENT MARKER IN A CONTRASTING COLOR. 7. EXISTING NETWORK RACK: 8. GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED TELEPHONE, DATA, LOW VOLTAGE CABLING AND MAKE NECESSARY CONNECTIONS. 8. NOT USED (1111t) q. NOT USED A q. CONDUIT FOR SPEAKER, TELEPHONE AND DATA CABLING FROM CASHWRAP SHALL STUB OUT ..0 BELOW THE CEILING ABOVE BACKBOARD NITH A BUSHING TO PROTECT THE CABLE FROM THEco 2 ..4. .4 10. SHOPPER TRACK: EDGES OF THE CONDUIT. RELOCATE EXISTING CEILING MOUNTED SHOPPER TRACK TO LOCATION AS SHOWN. EXTEND CONDUIT 0 AND DATA CABLING AS REQUIRED. 10. ALL HORIZONTAL CABLING FOR VOICE AND DATA SHALL BE CATEGORY 6E RATED. 03 11. RELOCATED (R) AND NEW WIRELESS ACCESS POINT (NAP) - OWNER PROVIDED: CU PROVIDE 3/4" CONDUIT FROM EACH 'NAP' TO THE TELEPHONE BOARD. PROVIDE CABLING, INSTALL Q DEVICE AND MAKE FINAL CONNECTIONS. MARK CONDUIT AT TELEPHONE BOARD 'WI-FI'. ALIGN EACH NOT USED [VIPOWZ ,r) WAP NITH LIGHT FIXTURES AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN. ER PLAN GENERAL NOTES D i o W 12. EXISTING CASHWRAP CONDUITS (FIVE CONDUITS): 8 m • REUSE ONE I" CONDUIT FOR TELEPHONE CABLING. • REUSE ONE I" CONDUIT FOR SPARE WITH PULLSTRING. A !ADJACENT TENANT! -CI • REUSE ONE 1" CONDUIT FOR DATA CABLING. N.I.C. W Cr _ • REUSE ONE 1" CONDUIT FOR CASHWRAP POS RECEPTACLES. H _ _ _ _ _ _ _ - �C E • ONE 3/4" CONDUIT SPARE PROVIDE WITH PULL STRING. - I I I - I I , ___ 1 � - -H - - - - - - - �{ I , - - - 34.7 0 u8i CONDUIT SHALL BE CONTINUOUS FROM CASHWRAP ACCESS AREA IN THE BOTTOM OF THE I I 4 ,tit FES H 1 U 'a CASHWRAP BACK TO PANELBOARD OR TELEPHONE BOARD. LABEL CONDUITS AT EACH END - - (E) 161 APPROPRIATELY. PULL CAT 6E CABLING (NITH 5' COILED AT EACH END) FOR TELEPHONE ANDCI) DATA. COORDINATE WITH LANDLORD PRIOR TO WORK COMMENCING. - (E)E. (E) (E} LA-21 o T L d, co 13. BACKWRAP CONDUITS (TWO 3/4" CONDUITS): A (E)- - CD ~ • 6PvC 1" CONDUIT 1.ITI-1 J-DOX roR RVID DATA CABLING ( I IFITT. RMI I IFITT. RMI I !FITT. RMS LA-622 02017 THE ARCHITECT 1 ENGINEER ASSUMES NO - • ONE 3/4" CONDUIT WITH J-BOX FOR DATA CABLING. r O RESPONSIBILITYORLIABILITYFORTHEUSEOF • ONE 3/4" CONDUIT WITH J-BOX FOR BACKWRAP RECEPTACLE. L THESE PLANS FOR ANY PROJECT OTHER THAN CONDUIT SHALL BE CONTINUOUS FROM BACKWRAP ACCESS AREA IN THE BOTTOM OF THE (E)SD SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND BACKWRAP BACK TO PANELBOARD OR TELEPHONE BOARD. LABEL CONDUITS AT EACH END - STATE, AROVINCLED FOR OR TERUCH RITORIFIC Y HOWNNNTHE STATE,PROVINCE OR TERRITORY SHOWN ON THE APPROPRIATELY. PULL CAT 6E CABLING (WITH 5' COILED AT EACH END) FOR TELEPHONE AND SEAL THIS BUILDING USE IS ONLY APPLICABLE IN DATA. COORDINATE WITH LANDLORD PRIOR TO WORK COMMENCING. AREAS MEETING THE STATED DESIGN CRITERIA 14. EXISTING UNDER FLOOR CONDUIT (GENERAL CONTRACTOR TO USE APPROPRIATE METHOD): I VERIFY EXISTING IN-FLOOR CONDUIT SIZE AND QUANTITIES. IF NOT SUFFICIENT FOR INSTALLATION I WHITE BLACK REQUIREMENTS IN THIS PLAN, PROVIDE ADDITIONAL COMMON TRENCH FOR CONDUITS RAN BELOW _ HOUSE MARKET FLOOR. TRENCHING AND CONDUIT TO BE EXTENDED FROM THE ACCESS PANEL AT THE BOTTOM OF THE CASHWRAP, TO INSIDE NEAREST FULL HEIGHT WALL AT COLUMN BUILDOUT. TRENCH AND 43 PATCH AS REQUIRED. GENERAL CONTRACTOR TO VERIFY WITH LANDLORD FLOOR SLAB SAN 34 STORE NO: CUTTING/TRENCHING REQUIREMENTS PRIOR TO BID. A MANAGER'S DESK 0(E) OE) 3219 I FITTING RM LOUNGE! _ 15. SHOW WINDOW RECEPTACLE - CEILING: LA-24 DUPLEX RECEPTACLES WITH 'SF' DESIGNATION SHALL BE MOUNTED FLUSH IN CEILING AT OSP ` L. 43 PROJECT LOCATION: STOREFRONT PARALLEL TO STOREFRONT GLASS. REFER TO ARCHITECTURAL SHEETS FOR ', LiI FIT 1NG RN I LA-23 WASHINGTON SQUARE LOCATIONS. COORDINATE LOCATIONS WITH LOCAL ARCHITECTURAL ELEMENTS AND TRACK LIGHTS. IDENTIFY AND CONNECT TO EXISTING CIRCUIT AS INDICATED AND HOMERUN CIRCUIT THROUGH (E} S 42 LA-iQ Di 9336 SW WASHINGTON EXISTING CONTACTOR CONTROLLED BY EXISTING TIME CLOCK. O I- 1 LA 7 b LA- 20 SF SQUARE ROAD 16. SALES FLOOR DUPLEX RECEPTACLE: .j XFMR (E)� (N)4i, ' 42 SPACE #: W13 RECEPTACLE TO BE CENTERED BETWEEN TRIM/MIRROR/CABINETS/ETC... LOCATIONS ARE TO 5E LA-9 CONFIRMED WITH TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION. (E) D.S. XFMR \L_ MS J � .� G TIGARD, OR 97223 17. SECURITY DOME: �(R} (�) 44 E3.0 RELOCATED SECURITY CAMERA (DOME) FOR CCTV SYSTEM. EQUIPMENT IS OWNER FURNISHED AND (E) D.S. AHU-1 '�] I HALLWAY I ( 1 A • DESIGN TYPE: INSTALLED. 'LA' ! FITTING RM I J I + (E) PNLI 43 e _ REMODEL 18. NOT USED J - I(E)� 11 w 1 NOT USED II I I ` LA-10 LA-3i31k, /(E) D q / REVISIONS: DATA +1 U 20. NOT USED p I ALCOVE I ® 2 � I SALES I V REQUIRED BY. DATE N-1ALLWAYIN Z ii I HALLWAY! (N) Q(TYP. OF 2) LA-25 V 21. DELIVERY BUZZER SYSTEM: IY 44 EXISTING DELIVERY BUZZER SYSTEM INCLUDING PUSH-BUTTON AT REAR DOOR, TRANSFORMER AND 11111 ' CLIENT AND BUZZERS AS INDICATED. BUZZER AT EXISTING CASH WRAP TO BE REMOVED SHALL BE SALVAGED O U ® !ACG FRI A i3 42 -f LANDLORD COMMENTS 02/0712016 FOR REUSE/REINSTALLATION AT NEN CASH WRAP. COORDINATE ALL REQUIREMENTS WITH TENANT LU DI ORM(E)Q SD I O SF E + AS TO LOCATIONS AND QUANTITIES. j r " n � (E� /HID ,R) 4 (TYP. OF 2 (R0 � � _ / ' \ ) CLIENT COMMENTS 04/17/2017 w l (E) (E) �� I 14 11[11 4 (TYP. OF 2) 22.NOT USED N n - 1W,_ •In1 21 ISI 23.NOT USED o (E) 26-41111, 42 111 + DATA E 26 ,� 24. NOT USED �� ( �, - - - (E) '' Lti SPARE A E3.0 (E)►© H4311 I- LA 1E TELEPHONE 25.NOT USED - 43 ® ®I w I 26. EXISTING HVAC THERMOSTAT (E) SPARE LA-11,13 27.NOT USED I(E) TOILET ROOM! -17 'INDICATES NO REVISION TO THIS SHEET 28.NOT USED I -4)(E,LA-28 A Y 0 I DRAWN BY: TAV 2q. NOT USED , - ,- - ®(E) CHECKED BY: RAP 30.NOT USED 0(E) MUD @( 10 ) 31. NOT USED A 43 (Q) I `�.tti��r ��$'% 32.BACKWRAP DATA/OUTLETS: (R)5D a y PROVIDE J-BOX WITH 2-PORT FACEPLATE FOR DATA OUTLET AT BACKWRAP, CABLING, AND MAKE lee 7$784PE �, FINAL CONNECTION. COORDINATE EXACT REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT. 43 !NON-SALES! �(E) 0 I v REFER TO CODED NOTE #13 FOR CONDUIT REQUIREMENTS. ._ OREGO 33.NOT USED MIR /'p SOV 1 a,�o0 4,4 34. MANAGERS DESK: 20 AMP, 120V., DEDICATED CIRCUIT, (2) DUPLEX RECEPTACLES AND 4" SQUARE J-BOX WITH ,,�� SINGLE GANG PLASTER RING AND 3/4" CONDUIT TO TELEPHONE BOARD. _ LA-27 - CEA' pFiP� S'` *T/01 35.NOT USED - !EXPIRATION DATE:!1/,3///8 I 42 36. NOT USED 16 37. EXISTING FIRE ALARM DEVICES ARE TO REMAIN UNLESS OTHERWISE NOTED - - - - _ - - - - - - _ - (R)�,I - - 1 - - - 16 - - ( 1 38.NOT USED - / 42 LA-18 39.NOT USED !ADJACENT TENANTI N.I.C. DRAWING TITLE: 40. NOT USED I ELECTRICAL 41. NOT USED - ��) 42.RECONNECT NEW OR RELOCATED (R) DEVICE/EQUIPMENT TO EXISTING DEVICE/EQUIPMENT AND PO V VER PLAN CIRCUIT A5 INDICATED. AND NOTES 43. MAINTAIN EXISTING DEVICES AND CIRCUITRY IN ALL LOCATIONS, UNLESS NOTED SPECIFICALLY ON PLANS. 44.FURNISH AND INSTALL CLOCK RECEPTACLE FOR ILLUMINATED MIRROR POWER CONNECTION. REFER I I I TO DETAIL 'N', SHEET Ac1.2 FOR EXACT MOUNTING LOCATION. CONNECT TO EXISTING MIRROR DATE ISSUED: LIGHTING CIRCUIT AS INDICATED. 12/21/2016 411111 0 0 i PROJECT NO: NOR-5:2) 1 TH 160529 DRAWING NO: VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. N CODED NOTES ( # NIPOWER PLAN 11/4" = V-0" E 1 • 0 POWER PLA 1 - 1 A 1 • ' INPUT INPUT OWNER: 1. DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO MARK SYMBOL DESCRIPTION WATTS MARK SYMBOL DESCRIPTION WATTS 1-IGI-!TING SCHEDULE NOTES: BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACTORNS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO JUNO #SP326412-L6-CS, #L600P-C-S-WH ••• INDY 6" LED (E)13-LN (E) LIGHTOLIER #824214U-120/277V--8038 1, GENERAL CONTRACTOR SHALL VERIFY QUANTITIES OF FIXTURES AND LAMPS ON LIGHTING AND POWER h ' O EXISTING CONDITIONS. R-1 O DOWNLIGHT WITH CLEAR SATIN REFLECTOR AND FLANGE, 0-10V 36 WATTS 0 8° RECESSED CFL DOWNLIGHT WITH CLEAR ALZAK REFLECTOR 60 PLAN. DIMMING. LED LAMP INCLUDED WITH FIXTURE. (E)B-LN AND WHITE TRIM, (2) 26W TRIPLE TUBE CFL LAMPS. EM WITH WATTS 2. ALL FIXTURES SHALL BE FURNISHED BY TENANT, INSTALLED AND WIRED BY GENERAL CONTRACTOR. DCAPITOL LIGHTING IS RESPONSIBLE FOR FINAL LIGHTING QUANTITIES. 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING EM/NL BATTERY BACKUP (-FAEM4E) 3. 11215 METRO PARKWAY FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THE BID ALL LF ILLUMINATION #MFC3BN-T-17L-9030-M-D1-1-WW-0926 51 4. WALL MOUNTED EXIT LIGHTS TO BE MOUNTED AT 12�� ABOVE DOOR HEADER UNLESS OTHERWISE COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR R-3 1000 SEMI-RECESSED 3 LIGHT ADJUSTABLE, WHITE FINISH, 0-10V NOTED IN PLANS OR ELEVATIONS. FT. MYERS, FL. 33966 DIMMING. LED LAMPS INCLUDED WITH FIXTURE. WATTS (E)F-LW 0 (E) SPECTRUM #SGA71N-PAR38-45-AR7500CL 45 5, LIGHTS WITH -EM/NL INDICATE LIGHTS TO BE WIRED AS EMERGENCY/NIGHT LIGHT. TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS• (1) 451A1 PAR 38 LAMP WATTS COST. LF ILLUMINATION #MFC4BN-T-17L-41030-hi-D1-1-WW-0927 '*' INDICATES THAT MANUFACTURER'S LABEL MUST BE AFFIXED STATING THAT THE SHOWN LAMP R-4 100001 SEMI-RECESSED 4 LIGHT ADJUSTABLE, WHITE FINISH, 0-10V 68 (E) JUNG #MS302-39-EMH-WH 1-1B26WATTAGE IS THE MAXIMUM LAMP WATTAGE THAT CAN BE USED FOR THIS FIXTURE, BASED ON 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND DIMMING. LED LAMPS INCLUDED WITH FIXTURE. WATTS (R) 00 MULTISPOT RECESSED ADJUSTABLE WITH (2) 80 LIGHTING ENERGY CODE ISSUES. ARCHITECT/ ENGINEER: - ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN D2-LW 3qW-MH-PAR30/FL LAMPS WATTS STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT ASTRALITE #ELX-UNVRG-I-RC-WHT-EM, E WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY GG! RECESSED LED EDGE-LIT EXIT SIGN WITH 410 MINUTE BATTERY 5W (E)F4 41 APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT EX-2 PER y (E) MERCURY #MM232-OCT/4T-C-ELB-120V 65 Y C BACK UP AND TEST SWITCH. CEILING MOUNT, LED LAMPS SIDE4' WITH (2) F32T8/TL380/ALTO LAMPS WATTS 0 0 INCLUDED WITH FIXTURE. UL924 LISTED. (E)F4/NL [ t 4. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. U E5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF (E)G MI II F32T8/TA L8301 ALTO LAMPS+EB8-120-EL WITH (2) 65 N N LIGHTING FIXTURES WATTS o 3 3 6. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST (E) COOPER #CC2 0 NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES (E)EM-1 1 SURE-LITES SURFACE/WALL MOUNTED 2-HEADED EMERG. LIGHT 5.4N 2) SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. WITH BATTERY BACKUP, AND TEST SW. 120V/277. UL924 HEADS LISTED. 7. CONTRACTOR fS RESPONSIBLE FOR ALL REFLECTED CEILING PLAN NOTES ON ARCHITECTURAL DRAWINGS. (E) ASTRALITE #TPURWEM < 51A1 (E) pl UNIVERSAL LED EXIST SIGN 120/277V VI/BATTERY BACK-UP, PER V) 8. FIELD VERIFY ALL CONDITIONS TEST-SWITCH, WHITE PLASTIC HOUSING WITH RED LETTERING. SIDE Nr UL924 LISTED. co v O Wal CQ LIGHTING PLAN GENERAL NOTES S LIGHTING FIXTURE SCHEDULE DL. Cit �z L. I W T 1. NOT USEDpy !ADJACENT TENANT! /11) C Ti .1-:N.I.C. LL1 CC 2. NOT USED - 3. NOT USED I l ( ( i i I I i i - - - 34.7 o a Lo 4. MASTER LIGHTING SWITCH BANK. CONTRACTOR TO REPLACE EXISTING SPST NON-ILLUMINATED I I I to 0 al SWITCHES WITH 'ILLUMINATED' TYPE TO PROVIDE FOR ENERGY COMPLIANCE REQUIREMENT OF I I E .o REMOTE INDICATION OF LIGHT CIRCUIT STATUS. CONTRACTOR TO PROVIDE ADDITIONAL SWITCH FOR CONTROL OF ADDED BACKWRAP SIGNAGE. ALL SWITCHES ARE TO MAINTAIN EXISTING O0) 0 2 O t° ZONE SWITCHING. ALL SNITCHES SHALL BE PILOT LIGHT TYPE, LIGHT ON WHEN SNITCH 15 ON. /3-LW I I B--LW B-1-1/4 - - SEE 'LIGHTING CONTROL DETAIL' ON SHEET E3.0, DETAIL 'N'. A 5. STORE FRONT SIGN: IFITT. RMI) I IFITT. RMI IFITT. RMI R-3 R-3 I * � R-3 R-3 !��: ••i•� 02(It7THE ARCHITECT 1ENC3iNEERASSUMES NO LOCATE OR PROVIDE IF NOT EXISTING, JUNCTION BOX AND TOGGLE TYPE DISCONNECT SWITCH, 1 I , .] ,y4,2 R 4 • ! STOREFRONT THESERESPOSI$ILITYORLIABILITY ROJEC OTHEUSE OF R :1•10.1•E ►•-i SIGN THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED WITH MINIMUM 12" WHIP FOR CONNECTION TO THE STORE FRONT SIGN. LOCATE ABOVE CEILING `f'HA LA-16 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE NEAR ACCESS PANEL. COORDINATE EXACT REQUIREMENTS WITH SIGN VENDOR. ty i STATE,PROVINCE ORTERRITORY SHOWNONTHE 6. SHOW WINDOW LIGHTING AND SIGN: - O{E)B-LW (E)° O(E)B^LW - SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA VERIFY EXISTING CIRCUITRY IS CONTROLLED BY TIMECLOCK. SCHEDULE TIMECLOCK TO TURN (E)B-LW {E)8-LW 6 ON 1/2 HOUR BEFORE STORE OPENING AND OFF AT MIDNIGHT, OR AS REQUIRED BY MALL O O(E)B-LW (E)0 B-LN REQUIREMENTS. (E)B-LW WHITE BLACK - HOUSE MARKET 7. NOT USED OM 6. SALES AREA EMERGENCY/NIGHT LIGHT/EXIT CIRCUIT: i6 STORE NO: CONTRACTOR TO VERIFY ALL SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT D(E)B-LW �; O(E)F_LW (E)° R(E)F-LW 0(E)F-LW qE)F-LW 3219 SIGNS SHALL BE CONNECTED TO CIRCUIT 'LA-i'. EMERGENCY AND EXIST LIGHT FIXTURE !FITTING RM LOUNGE! Uw Uw F-LW / ` \ LA-14 BALLASTS SHALL BE CONNECTED TO 'UNSWITCHED' CIRCUIT 'LA-1'. NIGHT LIGHT NORMAL ( 8 BALLAST OF THESE FIXTURES SHALL BE CONNECTED TO CIRCUIT 'LA-1' SWITCHED THROUGH LA-8`>;'"E `' °(E)B-LW (E) m ' 0 I R PROJECT LOCATION: CEILING MOUNTED OCCUPANCY SENSORS TO DE-ENERGIZE LIGHTING FIXTURES DURING ( 15 } - E)B-LW B_LW 8 6 ° WASHINGTON SQUARE UNOCCUPIED TIME, BUT STILL PROVIDE EMERGENCY/EXIT LIGHTING FIXTURE BALLASTS AS II (TYP) REQUIRED DURING A LOSS OF CIRCUIT 'LA-1' AT ANY TIME. EMERGENCY/EXIT FIXTURES ARE L 0R_ 2 oP) _ � -1- (�),� - _,- - - -4-- r ° 9336 SW WASHINGTON TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17 _® ® J(E�B-LW - CE)B W "(, .)+�-LW (E)13-LW (E)B-LW 02-LW . SQUARE ROAD alliMLA-1 (EM/NL) (EM/NL) (EM/NL) AND LIFE SAFETY CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. ITT. RMI - LA-1 I (EM/NL) (EM/NL) ® SPACE #: W13 1. NON SALES AREA EMERGENCY/NIGHT LIGHT/EXIT CIRCUIT: - I TIGARD, OR 97223 CONTRACTOR TO VERIFY ALL NON SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT / LIGHTS SHALL BE CONNECTED TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. FIXTURES ( ) (E) o- - -- - -(E 'YE) ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND r`+ (EM/NL) (EM/NL) • DESIGN TYPE: 700.17 AND LIFE SAFETY CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. I HALLWAY I R_1 B-LW J B-Lw I (E)O �(E)F-L-W �(E) F-LW ��(E) R) ; REMODEL C F-LW F-LW ° 10. NOT USED IFITT. RM EX-2 ►-4I -- ..- •- -- - - - -.• i iii IL 11. NOT USED - I I •. 8 ��- LA-30.. (E)B--1-1/4 0 LA-1 (a)L O I SALES 1 ® N REVISIONS: -6� � D2-LW • STOREFRONT D 12. NOT USED 0 (TYP) 0- - -rC 6---b Z u-0q. 17 0 '^ r ' SIGN U REQUIRED BY: DATE 13. NOT USED IY op II-IALLWAYI F mow., o(P) 4'-y�• O O (E)° �(E)B-LW LA-12 (E) R- (E)° !� - ` p z lY I ) a�69 (E) (E) B-LW F-LW ✓� LA-16 GLIENTAND O U NL 9 (EM/N W B-LW B-Ll� B-LW I 6 -J LANDLORDGOMMENTS 02/07/2016 14. NOT USED U LII Z JALCOVEI !ACC FR! D2-LW F 15. PROVIDE CONDUIT/CONDUCTORS TO CONNECT NEW/RELOCATED LIGHTING FIXTURE TO CIRCUIT U O I - © CLIENT COMMENTS 04/17/2017 AS SHOWN ON DRAWING. 5 - I (E)B-LW o CY ` I J _ I ° ,, 16. MAINTAIN EXISTING DEVICES, CIRCUITRY, AND SWITCHING IN ALL LOCATIONS, UNLESS NOTED 0 I I `� - �'r E 1 I R (E)° qE)0„) F-LIN �(E)F-1-W O�E LW (R) SPECIFICALLY ON THESE PLANS. - 16 __. _. . ._...i F-LW - 1. 17. BACKWRAP DISPLAY: �- �� 1 j 16 _ r� A O BACKWRAP SIGNAGE 35.7 PROVIDE DUPLEX OUTLET IN BACKWRAP WALL AT 6'-6" F.F. FOR H 1 CONTROLLED BY SWITCH AT MASTER SWITCH BANK. SEE CODED NOTE 4. COORDINATE EXACT f l -�{. ((E) (E� ( 15 „I REQUIREMENTS WITH SIGN VENDOR. F4 F4-NL LA-2"*" I ' ( 9 } \ O(E) (E)0 Q(E)B-LW O(E)B-LW �(E)r -LW (TYP) (fl N B-L W B-LW •INDICATES NO REVISION TO THIS SHEET s a G W+ I(E) TOILET ROOM I (E� E y DRAWN BY: TAV 4 4 8 X • � i �(E) (E)0 0 d(E) 7 (E) uL�, CHECKED BY: RAP F-LN _.. F-LN F"LW F-L F- WH - OM C q LA-1 ( 8 ) �¢,O PROS e (TTP} A (TYP) • 4•;c 4 GwEe4 % m R-t 78784P 7r !NON-SALES! tY" (E)° 0(E) {E)B-LW Q(E) - B-LW _ 5- 5- ate,,` I LW R-4 7OREGON R-3 R 3 'ZZZI R-3 R-3 'p�.�Oy �q 24�t`Q' LA-2 � E82 CA. PRPP coq f j7 - ) - IEEXPIRATION DATE/,Z13AI I • I I _1 p I I !ADJACENT TENANT! N.t.C. DRAWING TITLE: I I I ELECTRICAL _ LIGHTING PLAN FIXTURE SCHED • AND NOTES • I I I • DATE ISSUED: 12/21/2016 el 0 PROJECT NO: REFERENCE NOTE NORTH 160529 GENERAL CONTRACTOR SHALL REFERENCE CEILING PLAN AND ELEVATION SHEETS FOR ACTUAL DRAWING NO: VERIFY ALL CONDITIONS LIGHTING LAYOUT DIMENSIONS AND MOUNTING IN FIELD PRIOR TO BIDS. HEIGHTS. DO NOT SCALE OFF OF THIS SHEET. E2 • 0 1/4" = 11-0" 1 A LIGHTING PLAN CODED NOTES a N LIGHTING PLAN _ M. i.1 B _ J MOUNTING HEIGHT TO CENTERLINE OWNER: SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE t }i :) 11) SINGLE RECEPTACLE, 3 WIRE GROUND TYPE 18" C Fi I C 0's DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE 18" -�!� oA ii)BK DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE - BLACK '8" 11215 METRO PARKWAY `ji � -, ` = DUPLEX RECEPTACLE, CEILING MOUNTED --- FT. MYERS, FL. 33966 I— " WP DUPLEX RECEPTACLE, WEATHERPROOF 18" 1 11 (TYP OF 2) • nn ii I AFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE 18'1 ARCHITECT/ ENGINEER: n —CONDUITS ARE SHOWN FOR ISOLATED GROUND DUPLEX RECEPTACLE 181 REFERENCE ONLY. FIELD VERIFY IT IG ISOLATED GROUND DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE 18" c8E 8 EXACT LOCATIONS. SEE SHEET , E1.0 FOR MORE INFORMATION. DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE 18" • . o $ Y _ � � (A Rr ) ELECTRIC PANEL b'-0" TO TOP CASHW AP BACK ELEVATION ® EMERGENCY INVERTER AS REQUIRED ( _) 1 1 'NTS ® TRANSFORMER AS REQUIRED 0 0 ulw DJ SAFETY SWITCH (NON-FUSED) AS REQUIRED 3 5 SAFETY SWITCH (FUSED) AS REQUIRED am SINGLE POLE SWITCH WITH OR WITHOUT PILOT LIGHT AS REQUIRED ►F o D DIMMING SWITCH (0-10V) WITH INDICATOR LIGHT (LEVITON 1P710-DLZ-WH) AS REQUIRED • 4 (17) N $# MANUAL MOTOR STARTING SWITCH (1, 2, OR 3 POLE) AS REQUIRED 0 MOTOR - I PHASE AS REQUIRED 6 0 ©c TIME CLOCK AS REQUIRED2 = 1 TELEPHONE OUTLET 18" O 0 7: — TCOMBINATION TELEPHONE/DATA OUTLET 18" Was U -a 2 DATA OUTLET 18" C < tO CC13 W ® El LOW VOLTAGE PUSH BUTTON 48" C Z v 'I, 6 COMBINATION BUZZER/BELL AS REQUIRED 1 .F 53 v co WALL ® LOW VOLTAGE TRANSFORMER AS REQUIRED C L5 '''tC4 Q SPEAKER --- (en .17D C .ti .; ® INTRUSION DETECTION SYSTEM KEYPAD AND ANNUNCIATOR AS REQUIRED W CC — \CASHWRAP PLAN VIEW A WIRELESS ACCESS POINT (NAP) --- 0 S NTS (s FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- 0 y U c c ® REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED E S 0 ACCESS BW WO CAMERA (SECURITY DOME) CEILING MOUNTED -C 0 c'o i 21-4" 1, 0SHOPPER TRACK CEILING MOUNTED m QQ THERMOSTAT 48" 02017 THE ARCHITECT/ENGINEER ASSUMES NO � I I RESPONSIBILITY OR LIABILITY FOR THE USE OF p SENSOR 48" THESE PLANS FOR ANY PROJECT OTHER THAN G Q I{ 11■lU ! r�1 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED -� 1% ZONE DAMPER (MOTORIZED) AND SEALED FOR SUCH SPECIFIC LOCATION IN THE _ II��I�_ - STATE,PROVINCE OR TERRITORY SHOW,'ON THE -_ SEAL THIS BUILDING USE IS ONLY APPLICABLE IN o� _� 1�I■�� os WALL MOUNTED OCCUPANCY SENSOR (HUBBELL DUAL TECHNOLOGY #ADI277W1) 44" AREAS MEETING THE STATED DESIGN CRITERIA. 10" El WALL MOUNTED VACANCY SENSOR (HUBBELL 11RM514014) 44" ® CEILING MOUNTED OCCUPANCY SENSOR --- WHITE BLACK (HUBBELL DUAL TECHNOLOGY #ATD2000C AND CU300A CONTROL UNIT) HOUSE MARKET j„�BACKWRAP FRONT ELEVATION ®W CEILING MOUNTED WIRELESS OCCUPANCY SENSOR --- .J NTS (LUTRON #LRF2-OCR2B-P-VIP) ® DAYLIGHT DIMMING SENSOR (SENSOR SWITCH CMR-PC-ADC) --- STORE NO: MOUNTING LOCATION AND SENSITIVITY SETTINGS TO BE FIELD DETERMINED 3219 SEE POWER PLAN FOR CODED NOTES ®W WIRELESS DAYLIGHT DIMMING SENSOR (LUTRON #LRF2-DCRB-WH -- ) - MOUNTING LOCATION AND SENSITIVITY ETTINGS TO BE FIELD DETERMINED PROJECT LOCATION: ® MOUNTING LT OCATION AND SENSSITIVITY TY SETTINGS TO BE FIELD DETERMINED - WASHINGTON SQUARE (E) EXISTING ___ 9336 SW WASHINGTON (R) RELOCATED -__ SQUARE ROAD (C) CEILING MOUNTED -__ SPACE #: W13 TIGARD, OR 97223 NOT USED L 2 REG. CASHWRAP/BACKWRAP DETAIL G ELECTRICAL SYMBOLS C DESIGN TYPE: REMODEL MID I OM 4,51 ,„,„.. REVISIONS: I r - - - Ir —I REQUIRED BY: DATE REL(SECURITY CAMERA C (SECURITY DOMES) cuENTAND EXISTING LANDLORD COMMENTS 02(07/2016 DVR / LOCKBOX JuvN (WALL MOUNTED) EXISTING CAMERA CLIENT COMMENTS 04117/2017 (SECURITY DOMES) 1a1 1b1 lc LA-2 LA-4 LA-6 SALES SALES SALES WALL AREA AREA WASHERS DOWNLIGHTS DOWNLIGHTS "INDICATES NO REVISION TO THIS SHEET SPST SPST SPST 1. GENERAL CONTRACTOR TO EXTEND CABLE TO HEAD END EQUIPMENT LOCATION FROM RELOCATED CAMERAS. PROVIDE ENOUGH EXCESS CABLE TO REACH WALL IN BACK ROOM. COIL DRAWN BY: TAV AND K CABLE AS CCTV. HEAD END EQUIPMENT LOCATION MUST BE WITHIN 10' OF THE 'd' 'e' 'f' 'g' NETWORKSWITCH ACCESSCHECKED BY: RAP LA-8 LA-10 LA-12 LA-30 2. FOR CAMERAS (SECURITY DOMES), GENERAL CONTRACTOR TO PROVIDE WHITE PLENUM RATED CAT 6E CABLING. COIL 5' OF CABLING AT EACH RELOCATED CAMERA LOCATION FOR CONNECTIONS. FINAL CONNECTIONS BY EQUIPMENT PROVIDER. �,¢EO PRO/ c� 3. GENERAL CONTRACTOR TO PROVIDE RJ-45 CONNECTORS AT RELOCATED CAMERA LOCATIONS k 00 1,4 44, '�'i0 FITTING FITTING SALES BACKWRAP ONLY. CONNECTORS NOT NEEDED AT THE HEAD END EQUIPMENT LOCATION. FINAL CONNECTIONS �� 7$4PE r�� ROOM AREA ROOM AREA AREA SIGNAGE DOWNLIGHTS DOWNLIGHTS DOWNLIGHTS BY EQUIPMENT PROVIDER. $ MIRRORS '/ NO SPST SPST SPST SP5T 7 f 6 NOT USED K NOT USED F CCTV SYSTEM AND CODED NOTES OREGON CON ,P 41°fr 14 1°° '�' FFe6 A. PO v¢/,07 EXISTING DOORBELL PUSHBUTTON ;EXPIRATION DATE !Z!s/�!lj EXISTING TIMECLOCK RELOCATED SALES BUZZER T1 AT CASH WRAP. e, LA-16 - STOREFRONT SIGN __ LA-14 STOREFRONT LIGHTS ROUTER (BY TENANT) II t / CONNECTED TO NEAREST �II� 24V SEC. LA-14 - CONTACTOR (BELOW) �0000000000wcwa0000 �/ 120V, CONVENIENCE `�'�"`��"� RECEPTACLE CIRCUIT. �II>. DRAWING TITLE: IN--1 i N--- \ EXISTING NON-SALES BUZZER. ELECTRIC SYMBLS AL POWER CONTACTOR AND TCI FROM CIRCUIT DETAILS AND LA-14 CONTACTOR CONTROLLED BY TIMECLOCK G1 A © �Alb [ SPARE —EXISTING TRANSFORMER A-23 STOREFRONT RECEPTACLES DATE ISSUED: �� d � SPAREFRONT RECEPTACLES © 12/21/2016 GENERAL NOTES: 1 4 POLE CONTACTOR NORMALLY OPEN, ELECTRICALLY HELD CLOSED. • CONDUIT UP IN WALL OR COLUMN TO CEILING SPACE. PROJECT NO: (� a RUN WIRE ABOVE CEILING IN CONDUIT WHERE REQUIRED BY CODE. 16052~! GASH-WRAP STATION PARALLEL WIRE BUZZERS. DRAWING NO: , E 3 0 ■ LIGHTING CONTROL DETAIL N NOT USED J DATA LAYOUT CONFIGURATION DETAIL E DELIVERY BUZZER SCHEMATIC DETAIL A 1 • MOUNTING 1-(EIGHT TO CENTERLINE OWNER: • SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE 0 FIRE ALARM MANUAL PULL STATION 48" V FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE 80" C 1 C o s j FIRE ALARM VISUAL SIGNAL DEVICE 80" 8 FIRE ALARM AUDIO SIGNAL DEVICE Bo" 11215 METRO PARKWAY ElFIRE ALARM SPEAKER/VISUAL SIGNAL DEVICE Boo FT. MYERS, FL. 33966 5 0 FIRE ALARM SPEAKER SIGNAL DEVICE 800 •, MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 46" ARCHITECT/ ENGINEER: • FAGP FIRE ALARM CONTROL PANEL AS REQUIRED E FAAP FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED MECHANICAL FEEDER/CONNECTION SCHEDULE . FAP FIRE ALARM BOOSTER PANEL AS REQUIRED i i . 0 FIRE ALARM JUNCTION BOX AS REQUIRED FEEDERS ;4 Q FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- ITEM VOLTAGE HP KW M.C.A. TYPE OF BRANCH BREAKER REMARKS 5 -5 WIRE GOND o • ® REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED0 © ® CEILING MOUNTED SMOKE DETECTOR --- (EX) 480V 30A/3P SEE ® FIRE ALARM WATER FLOW SWITCH AS REQUIRED A1-1U-1 3P}.1 3.0 12.0 23.4 EXISTING EXISTG. EXISTG. PROVIDE 25A FUSE,.S NOTE #1 :i:® FIRE ALARM TAMPER SWITCH AS REQUIRED NOTE: ® FIRE ALARM RELAY AS REQUIRED 1. DISCONNECT IS EXISTING WITH UNIT. (Mr) 2. DISCONNECT IS TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR ® DIGITAL COMMUNICATOR • AS REQUIRED (COORDINATE WITH SUB-CONTRACTORS, FOR INSTALLATION). (E) EXISTING --- co (R) RELOCATED --- (C) CEILING MOUNTED --- >, W as ci 0 d EXISTING DUCT MOUNTED SMOKE DETECTOR FOR HVAC NOT USED [) CC ci, 4) 2 c z10EQUIPMENT TO REMAIN. W 5, 43T RELAY FOR MUSIC ,� ,_,� EXISTING CEILING MOUNTED SMOKE © LI" :: c w -4- DETECTORS A5 SHOWN ON DRAWING E1.0 TO REMAIN21 SHUT-OFF C v (IF REQUIRED) I EXISTING ANNUNCIATING DEVICES TO REMAIN. Panel Wiring ScheduleL1.1n .5-d - SEE SHEET E1 .0 FOR LOCATION AND QUANTITY. a o © FIRE ALARM © © Paneloard EXISTING PANEL'LA' Voltage 120/208 Phase 3 Wire 4CI U to SHEET EI.0 Panel Type EXISTING Mains 100A MCB Mains Rating 225 A AIC Rating EXISTING 10,000A E § LI FOR NEMA Type Enclosure 1 Mounting SURFACE Options Note 0 r . LOCATION AND ADDITIONAL -S GENERAL CONTRACTOR SHALL VERIFY WITH MALL �" FIELD VERIFY ALL CONDITIONSZone/ Bir Actual �t�at Brkr Brkr Zone/ Ckt. 120V. NOTES APPROVED FIRE ALARM CONTRACTOR FOR EXISTING No. Note Load Description Equip# Opts Size" KW Plias 2 Size* Opts Equip# Load Description Note No. CONNECTION AND OPERATION TO LANDLORD FIREo2o17rHEARCHITEcr/ENGINEERAssuMESNo ALARM SYSTEM. 1 I(EX)EX/EMERGML LTG EB/EC/L 20/1 0.450 A ( 0.830 X20/1 EBAJC WALL WASHERDISPLAYLTG a 2 RESPONSIBILITY OR LIABILITY FOR THE USE OF DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING I 3 REX)DUCT SMOKE DETECTOR EB/EC/L 20/1 0.050 B ''0. 0 20/1 EBEC (EX)GENERAL DOWN LTG b 4 THESE PLANS FOR ANY PROJECT OTHER THAN OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS, THE CONTRACT SHALL SPECIFICALLY AUTHORIZED BY THEM AND SIGNED FIRE ALARM RISER NOTES: INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING 5 (EX)STOCK ROOM LTG EB/EC/L 2011 0.720 C 0.750 20/1 EBEC (EX)GENERAL DOWN LTG c 6 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE CONDITIONS. 7 (EX)TELEBOARD EB/EC 20/1 0200 A 0.540 20/1 EBEC FITT.RMDOWN LTG d 8 SEAL THIS BUILDING USE IS ONLY APPLICABLE IN 1. SEE SHEET EI.0 FOR ACTUAL NUMBER OF DEVICES, AND ADDITIONAL NOTES. 9 (EX)NETWORK/SECURITY EBEC 20/1 0.400 B A 0.600 20/1 EBEC FITT.RM MIRROR LTG e 10 AREAS MEETING THE STATED DESIGN CRITERIA. 2. ALL DEVICES ARE EXISTING TO REMAIN. VERIFY OPERATION AND SEQUENCE OF ALRM SIGNALS PER THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING 11 CASH REGISTER EBMC 20/1 0.300 C/2\1 20/1 EBEC GENERAL DOWN LTG f 12 MALLS REQUIREMENTS. FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN H1S BID ALL 3. ALL NEW WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEC, NEPA, STATE AND LOCAL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR 113 CASH REGISTER EB/NC 20/1 0,300 (A 0.312 ► 20/1 EB/EC SHOW WINDOW LTG TC 14 WHITE BLACK CODES. TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS 115 (EX)REFRIGERATOR/MW EB/EC 20/1 0.400 B ( 1.800 , 20/1 EBMC SIGN TC 16 HOUSE MARBE T COST.' 17 (EX)WATER COOLER EB/EC 20/1 0.900 A C '--6:1-60- 20/1 EBEC SALES RECEPTACLE 18 • 19_ IEXitiv_hC_ tECEE,RTF�„Cl g EB/EC 20/1 ,,.0„1,80/2\A 0.180 20/1 EBEC SALES RECEPTACLE 20 BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES /2\ �- ` - STORE NO: AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT 11 21_ . SALES.IiECER� CLE _ ) EBMC 20/1 0.180 A B 0.180 20/1 EBEC SALES RECEPTACLE 22 FIRE ALARM SEQUENCE OF OPERATION: ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. f 23 ' ft-T HZ5VTW DZ5V 2 CESTA" LF EBMC 20/1 0.180 C 0.360 20/1 EBAVC MANAGERS DESK 24 3219 • 1. UPON ALARM SIGNAL FROM ANY INITIATING DEVICE: TI-IE AlE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT 2.5_,�C,_�5 00 4Ct.E • A. INITIATE AN ALARM SIGNAL AT LANDLORD'S MAIN FIRE ALARM PANEL. DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. r271SALE EC . ,_) EB/NC 20/1 0 118Q./B 0.360 20/1 EBrEC (EX)NSALESA RRECEPT. 28 PROJECT LOCATION: B. SHUT DOWN TENANT'S HVAC SYSTEM (IF APPLICABLE) 29 1"S�"A�t� VEB 20/1 0.000 C 0.600 20/1 NB BACKWRAP DISPLAY q 30 • VERIFY ALL REQUIREMENTS WITH LANDLORD AND LOCAL POWER COMPANY PRIOR TO BID. WASHINGTON SQUARE C. INITIATE MALL'S AND TENANT'S HORN/STROBES. 31 BACKWRAP RECEPTACLE EBMC 20/1 0,360 A -- --- SPACE 32 D. ACTIVATE THE TENANT ZONE SMOKE CONTROL EXHAUST SYSTEM AND THE MALL OUTSIDE AIR INCLUDE IN BID THE COST OF ALL WORK REQUIRED FOR A FULLY OPERATIONAL ELECTRICAL - - - --_ -�- SERVICE SYSTEM INCLUDING BUT NOT LIMITED TO AIC RATINGS, FEEDER SIZE, METER 33 20/1 2300 B SPACE 34 9336 SW WASHINGTON SUPPLY.(1F APPLICABLE) REQUIREMENTS, UPGRADE OF LANDLORD'S EQUIPMENT, CONDUIT, ETC. (EX)V ST1�HOT WTR HEATER EB1EC -- --- E. NOTIFY LOCAL FIRE DEPARTMENT OF FIRE EMERGENCY LOCATION. 37 20/1 2 300 C SPACE 36 SQUARE ROAD 37 A -- --- SPACE 38 39 (EX)MAIN BREAKER ED 100/3 SEE B -- _-- SPACE 40 SPACE #: W13 41 BELOW C -- - SPACE 42 TIGARD, OR 97223 EXISTINGFIRE ALARM RISER DIAGRAM & NOTES R MECHANICAL FEEDER/CONNECTION SCHEDULE L Notes DESIGN TYPE: ' *All circiit breakers to be 20-Amp, 1-Pole unless otherwise noted. Breaker Options REMODEL RISER DIAGRAM GENERAL NOTES: NB-Ne► breaker . . . ES-Existing breaker REVISIONS: A. HVAC CIRCUIT BREAKERS TO BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER F. SYSTEM SHALL BE GROUNDED TO THE MAIN BUILDING'S GROUNDING SYSTEM. NC New circuit N.E.G. G. DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED ON PLYWOOD BACKERBOARDS. EC-Existing circuit REQUIRED BY: DATE Actual Load Totals: Ph.A 3.712 kw 30.9 A L -Handle lock-on device B. BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT, UNDER LOAD CONDITIONS, TO ±7% BETWEEN H. TENANT CONTRACTOR MUST VERIFY ELECTRICAL SERVICE, SUB-FEED WIRING AND PANELS PRIOR Ph.B 7.200 kw 60.0 A H -Heating,NC&Refrigeration PHASES: A/B, 5/C, C/A REGARDLESS OF CIRCUITING INDICATED. PROVIDE BALANCE SHEET TO TO START OF TENANT'S ELECTRICAL WORK. Ph.C 7.346 kw 61.2 A 0 -Ground Fault Circuit hiernupter cuENTAND CONSTRUCTION MANAGER AT PUNGHLIST, Total 18.258 kw 50.7 A LANDLORD COMMENTS 02/07/2016 C. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY I. TENANT GENERAL CONTRACTOR SHALL MAKE APPLICATION TO THE (MALL/LOCAL UTILITY) FOR • CONTINUED USE OF EXISTING ELECTRIC METER AND A METERED ELECTRIC SERVICE IN THE ZoneMote Zone-Lighting Control Zones ACLIEMMENTS EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF (All Phases to be banced to within 7%using Actual Load Totals.) Notes-IG=Isolated Ground Chun 04/17/2017 ELECTRICAL EQUIPMENT. TENANT'S NAME.TENANT GENERAL CONTRACTOR SHALL CONFIRM ALL LOCAL UTILITY GUIDELINES AND REQUIREMENTS PRIOR TO BID, SHALL INCLUDE THE COSTS OF THESE REQUIREMENTS IN THE D. MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. BID, AND SHALL COMPLY WITH THEM DURING CONSTRUCTION. E. ALL CONNGGTIG117 TO LA11DLORD'C CCRVICC Gi\JIr MPINT CI I = - -• - = =Y LANDLORD'S J. APPLICATION FOR A TEMPORARY ELECTRIC METER AND CONVERSION TO A PERMANENT ELECTRIC OITC RCrRCOLt1TATl�'!r. TENANT GENERAL GONTPACTO� CSI►L DC .0METER SHALL BE SUBMITTED TO THE UTILITY UPON AWARD OF CONTRACT. INSTALLATION AND TCr MIt1"TIOii CXi'1=NCEC. PROVISIONS FOR SAME SHALL COMMENCE WITHIN THE FIRST WEEK OF CONSTRUCTION. TRANSFORMER SUMMARY 120/208V ELECTRICAL LOAD SUMMARY 277/480V .' SYSTEM SYSTEM EXISTINGACTUAL N.E.C. N.E C. ACTUAL N.E.C. N.E.C. PANELS TRANSFORMERS CESGRIPTION CDNNECILD CONNECTED N.E C.DEMAND DEMAND DESCRIPTION CONNECTED CONNECTED N.E.0 DEMAND DEMAND CONDUITS AND CONDUCTORS TO REMAIN. KW/KVA KW/KVA FACTOR KW/KVA KVV/KVA KVV/KVA FACTOR KW/KVA CLEAN ADJUST AND MAKE ANY `INDICATES NO REVISION TO THIS SHEET MODIFICATIONS REQUIRED ENSURE PROPER LIGHTING 8.400 8.408 1.25 10.510 UGHTING 8.408 8.408 1.25 10.510 I OPERATION AND N.E.C. COMPLIANCE DRAWN BY: TAV TRACK LIGHTING*" 0.000 0.000 0'x 150W!2FT 0.000 [TRACK LIGHTING m 0.000 0.000 0'x 160W!2FT 0.000 CHECKED BY: RAP to SHOW WINDOW 0.720 5.000 25'x 200w!FT 6.000 SHOW WINDOW 0.720 5.000 25'x 200w!FT 5.000 7.1EXISTING Z -" LIGHTING** LIGHTING" 10‹ 10 KW+05 1.0< 10 KW i-0.5 PR W ----- NEW RECEPTACLES 2.580 2.580 REMAINING KW 2.580 RECEPTACLES 2.580 2.580 REMAINING KW2.580 _411/2.�'rG0,0p PRociiN ()0 pe, odo ate) LU ELECTRIC WATER 4.800 4.800 1.0 4.600 ELECTRIC WATER 4.600 4.600 1.0 4.600 mer 78784PE 10. HEATER HEATER LANDLORD 1 TENANT - MISCELLANEOUS 1.950 1.950 1.0 1.950 MISCELLANEOUS 1.950 1.950 10 1-950 Ar MOTORS 0.000 0.000 1.0 0.000 MOTORS 0.000 0.000 1.0 0.000 ;�" . FOREGON EXISTING (3) #2, AND (1) #8 G. CONDUIT HETING ELECTRICD 0.000 0.000 1.0 0.000 HEAl1NG ELECTRICD 0.000 0.000 1.0 0.000 �Nk.. 14.\.\� IN 1-1/2 C. FIELD VERIFY EXISTING WIRE AND125%OF LARGEST 125% OF LARGEST A. Q dW , PRIOR TO BID. TO (E) AI-IU-1 TO REMAIN HVAC SYSTEM 0.000 0.000 „,, 0.000 HVAC SYSTEM 19.452 19.452 *,., 19.452 .{� IExPIRATION DATE /2JJ1 6' I TOTAL 18.258 22.538 24.640 TOTAL 37.710 41 980 44 092 \NE [ NOTES NOTES CEILING * USE GREATER L04D OF THE TWO CATAGORIES * USE GREATER LOAD OF THE TWO CATAGORIES I ** NEC ARTICLE 220-43 REQUIREM ENT(200VA/FT CR ACTUAL CONNECTED) " NEC ARTICLE 220-43 RECUIREM ENT(200VA/FT OR ACTUAL CONNECTED) I *** NEC ARTICLE 220-43 REQUIREM ENT(150VA/2 FT OR ACTUAL CONNECTED) *** NEC ARTICLE 220-43 REQUIREM ENT(150VA/2 FT OR ACTUAL CONNECTED) +*** 125%OF THE LAMEST WIOTCR OR COMPRESSOR ALREADY INCLUDED IN r**x 125%OF THE LARGEST MOTOR OR COMPRESSOR ALREADY INCLUDED IN EXISTING LANDLORD 1600A, 1 _ _ _ _ ACTUAL&NEC CONNECTED KW/KVA TOTAL ACTUAL&NEC CONNECTED KW/KVA TOTAL 48O/277V, 3PH, 4W fr /I� M� E - r(E)D.S., I r(E)D.S., I DRAWING TITLE: ETERING SWITCHBOARD L , - - J I ROVI I I 60A/3 N E.C.DEMAND KVAx 1000 N.E.C.DEMAND KVAx 1000 ELECTRICAL F 1- - -I IPROVIDEI I IPROVIDEI I = MINIMUM FEEDER AMPERAGE = MIN MUM FEEDER AMPERAGE I(E)PNL 'LA') 25A BOA SYSTEM VOLTAGE xV-3 SYSTEM VOLTAGE x Nr 3 L J I 120/208V I I FUSES I- I FUSES 1 PANEL r 3PH, 4W L - - _1 L - J 68.5 AMPS 53.1 AMPS I ,-- 1 7- i I 100A MCB I II �„ 640 x 44 092 x 1000 EXISTING ELECTRICAL M r -I 208 x 1.73 480 x 1 73 SCHEDULES & BASE AND METER TO REMAIN. L ` � .r':-1/ 42 SPACE I I EXISTING IN TO REMAIN L _ _ i L RISER DIAGRAM _ - 1 I DATE ISSUED: M� EXISTING 100A FUSED L ` J I 30KVAX 480FMR E DISCONNECT (PROVIDE 100.0 FUSES). -LIT': EXISTING WIRE AND 1 , • 12/21/2016 L ___." , ,...._,:iii_ _ _ _ CONDUIT TO REMAIN U.N.O. 13PH PRIMARY, I � 208V/120Y PROJECT NO: L. SECONDARY. ►LJLJLJu � I I 160529 • _ - - - - -EI DIST. APPROX. 300'-0" _I FINISH FLOOR DRAWING NO: FIELD VERIFY. / . (E) 446 CU BOND TO BUILDING STEEL E4 0 ■ ELECTRICAL RISER AND NOTES J PANEL SCHEDULES AND LOAD SUMMARIES A - 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL26 05 26 GROUNDING AND BONDING OWNER: U. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED HALLS AND/OR FLOORS SHALL BE FIRE SEALED P. FLEXIBLE METAL CONDUIT (FMC) SHALL BE USED ONLY FOR CONNECTIONS INSIDE CASEWORK AND A. THE FOLLOWING TERMS SHALL APPLY TO ALL WORK DONE UNDER THIS CONTRACT: RITC CALCIUM TEIR FIRESRATING.ATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO A. FURNISH AND INSTALL A COMPLETE GROUNDING SYSTEM IN COMPLIANCE WITH ALL REQUIREMENTS AS THE FINAL CONNECTION TO RECESSED FIXTURES, MOTORS, AND ELECTRICAL EQUIPMENT THAT IP RETAIN THEIR 1. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF OF THE NATIONAL ELECTRICAL CODE. MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. FMC SHALL BE UL APPROVED, AND V. SLEEVES IN SEARING AND MASONRY HALLS FLOORS AND PARTITIONS SHALL SE STANDARD BOTH THE CONDUIT AND FITTINGS SHALL BE LISTED FOR GROUNDING. FMC SHALL BE KEPT TO SIX THECh ICO S RDRAWINGS REFERS GEN TOA WPROVISIONS HOUSE BLACK MARKET. ' B. A SEPARATE EQUIPMENT GROUNDING CONDUCTOR, MINIMUM SIZE PER NEC TABLE 250.122, SHALL BE FEET (6'-0") MAXIMUM LENGTH AND SHALL HE MINIMUM ONE-HALF INCH (1/2") ELECTRICAL TRADE • 2. DRAWINGS AND GENERAL OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL SE INSTALLED IN CONDUIT ALONG WITH ALL FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. SIZE. WHEN CONNECTED TO HARD CONDUIT, THE FMC MUST BE THE SAME SIZE AS THE HARD CONDITIONS AND ALL OTHER SPECIFICATIONS SECTIONS, APPLY TO THIS AND THE OTHER CONDUCTOR INSULATION SHALL BE GREEN. CONDUIT IT IS CONNECTED TO. AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL 11215 METRO PARKWAY SECTIONS OF DIVISION 26 THROUGH 28. NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. RUNS OF FMC. FT. MYERS, FL. 33966 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW W. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE UNISTRUT C. CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL ENCLOSURES AND NON-CURRENT DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THISCARRYING METALS TO BE GROUNDED. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED 0. LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC) AND LIQUID-TIGHT FITTINGS SHALL BE USED IN WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS INST C-CLAMPS OF WORK. RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE AREAS EXPOSED TO THE WEATHER OR EXCESSIVE MOISTURE AS THE FINAL CONNECTION TO 11 CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF INST . ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. MOTORS, AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT BID DOCUMENTS. X. HANGERS SHALL BE FASTENED TO BUILDING STEEL CONCRETE, OR BUT NOT TO SYSTEM. LFMC SHALL SE UL APPROVED, AND BOTH THE CONDUIT AND FITTINGS SHALL SE LISTED ARCHITECT/ ENGINEER: • 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF MASONRY,OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE D. ALL RECEPTACLES SHALL BE BONDED TO A GROUND CONDUCTOR USING A #I2 ANG MINIMUM FOR GROUNDING. LFMC SHALL SE KEPT TO SIX FEET (6'-0") MAXIMUM LENGTH AND SHALL SE THI5 WORK AND THE WORK OF THE SUBCONTRACTORS TO COMPLY WITH THE CHICO'S SCHEDULE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES BONDING JUMPER BETWEEN RECEPTACLE TERMINAL AND GROUND CONDUCTOR. METAL-TO-METAL MINIMUM ONE-HALF INCH (1/2") ELECTRICAL TRADE SIZE. WHEN CONNECTED TO HARD CONDUIT, THE E E AND THE PROJECT COMPLETION DATE. OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX 15 NOT ACCEPTABLE FOR EITHER LFMC MUST BE THE SAME SIZE AS THE HARD CONDUIT IT IS CONNECTED TO. AN EQUIPMENT 8 8 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL RUNS OF LFMC. . . CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID o 8 ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT r DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS E. BOND TRANSFORMER NEUTRAL TO A GROUNDING ELECTRODE SYSTEM. R. CONDUIT SHALL GENERALLY BE CONCEALED WHERE POSSIBLE. NO CONDUIT SHALL BE RUN IN SLAB, U IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF ARE SUBJECT TO LANDLORD CRITERIA. EXCEPT AS REQUIRED FOR FLOOR-MOUNTED DEVICES. PROVIDE PROPERLY LABELED PULL STRING F. 112 EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF F. THE GROUNDING ELECTRODE CONDUCTOR FOR SEPARATELY DERIVED SYSTEMS, SUCH AS DRY-TYPE IN ALL EMPTY CONDUITS. n i THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE Y. UPON COMPLETION OF THE WORK, GENERAL CONTRACTOR SHALL FURNISH TO THE ARCHITECT A TRANSFORMERS, SHALL BE RUN IN NON-METALLIC (PVC) CONDUIT TO MINIMIZE GROUND IMPEDANCE. @J CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL 5. EXPOSED CONDUIT WILL BE PERMITTED IN ELECTRIC ROOMS, AND SIMILAR UNFINISHED SPACES, c 6. REFER TO RESPONSIBILITY SCHEDULE ON THE ARCHITECTURAL DRAWINGS FOR INFORMATION IN PAYMENT ON CONTRACT WILL BE ALLOWED. G. LIGHTING FIXTURES SHALL BE GROUNDED BY THE USE OFA PIGTAIL FASTENED ON BARE METAL OVERHEAD IN AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE ARCHITECT. 0 REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. THAT IS FREE OF PAINT. Z. TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE ANY EQUIPMENT IS T. ALL CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL. CONNECTORS AND S. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL NEW CONNECTED. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER TEST H. BOND ALL STRUCTURAL STEEL TO EARTH, GROUND RODS OR PLATES, OR WATER SYSTEM. COUPLINGS SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT BODIES I COMPLETE ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS, AS REQUIRED BY CODE AND AS OF INSULATION RESISTANCE OF ANY CONDUCTORS AND REPLACE ALL CONDUCTORS WHICH FAIL SHALL SE MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET SCREW TYPE SPECIFIED HEREIN, IN DIVISIONS 26, 27, AND 28. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, SAID TESTS UNTIL ALL CONDUCTORS ARE FREE FROM INSULATION FAULTS. I. BOND ALL ROOF MOUNTED EQUIPMENT TO ACCEPTABLE GROUNDS PER THE N.E.G. FOR EMT, WITH CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS. SYNTHETIC RUBBER THE FOLLOWING: GASKETS SHALL BE USED UNDER BODY COVERS EXPOSED TO WEATHER. EMT CONNECTORS SHALL AA.ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY EXACT LOCATION 26 05 29 DISTRIBUTION BE INSULATED THROAT TYPE. VI) 1. TEMPORARY SERVICE AS REQUIRED. OF EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS AND AID IN 2. PRIMARY DISTRIBUTION DY ELCCTRIC COMPANY. COORDINATION WITH WORK OF OTHER CONTRACTORS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, A. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MISC. MATERIALS AND EQUIPMENT NECESSARY U. INSTALL EXPANSION FITTINGS AT ALL LOCATIONS WHERE CONDUITS CROSS BUILDING EXPANSION 0 3. EMERGENCY AND EXIT LIGHTING SYSTEMS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL TO MODIFY THE EXISTING ELECTRICAL SERVICE INCLUDING (AS INDICATED ON SHEET E4.0) BUT JOINTS OR TRAVERSE FROM ONE INDEPENDENT STRUCTURE TO ANOTHER. INSTALL WHEREVER 2 OL'‘) v 4. CONDUIT AND CABLES FOR TELEPHONE AND DATA SYSTEMS AS SHOWN ON THE DRAWINGS. CONTRACTOR IN WRITING PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS NOT LIMITED TO, THE SECONDARY CABLES, CONDUIT, PULL WIRE AND GROUND ROD AND SLEEVE CONDUITS TRAVERSE STRUCTURES HAVING SEPARATE FOUNDATIONS OR WHERE EXISTING BUILDINGS I 5. EXISTING ELECTRICAL PANEL BRANCH CIRCUIT WIRING. RESPONSIBLE TO ADVISE TENANT'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS TO AS REQUIRED. COORDINATE REQUIREMENTS WITH LANDLORD PRIOR TO 51 D. ARE JOINED TO A NEN STRUCTURE. 0 6. WIRING DEVICES AND PLATES. CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE TENANT'S CONSTRUCTION 1 ( l >' 7. LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING. MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO B. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT PERMITTED. V. DURING ROUGHING-IN, CAP ALL CONDUITS WHICH MAY BECOME FOULED WITH FOREIGN MATERIAL. Wcti 8. LIGHTING CONTROLS. ADDITIONAL COMPENSATION Ct PERMITTED. C HERE 10 CASE LIGHTING, ETC., AS SHOWN ON DRAWINGS. AB.ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SWITCHES WORK AS DIRECTED BY LANDLORD. WIRING OF METERING EQUIPMENT SHALL BE BY GENERAL MORE BENDS ARE NECESSARY IN ANY SINGLE RUN, A PULL BOX SHALL BE INSTALLED. ALL ,,n 10. INSTALLATION OF CONDUIT AND CABLES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF CONTRACTOR A5 DIRECTED BY THE ELECTRIC COMPANY. CONDUIT EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR PERPENDICULAR .� 11. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS PROJECT. EXCT LOCATIONS AND ROUGH-IN DIMENSIONS FOR ALL WORK AND EQUIPMENT SHALL TO THE LINES OF THE SUILDING, AND NO OUT-OF-PLUMB OR DIAGONAL LINES WILL BE ACCEPTED. •i ° LO ` OR AS NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT BE OBTAINED FROM ARCHITECT OR ARCHITECT'S REPRESENTATIVE AS WORK PROGRESSES. D. METERING EQUIPMENT IS EXISTING TO REMAIN a) T S REQUIREMENTS. SHOULD THE GENERAL CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR DIMENSIONS 26 09 23 LIGHTING CONTROLS I C m r 12. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO, ANY ADDITIONAL THE ARCHITECT SHALL CHANGE THIS WORK AT THE GENERAL CONTRACTORS EXPENSE WHEN E. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE, UL LISTED. -au) cp CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. REQUESTED BY ARCHITECT. ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN A. WHERE LIGHTING CONTACTORS ARE INDICATED ON THE DRAWINGS, THEY WILL BE FURNISHED AND C •p d.: 13. THE GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE LOCATION OF ELECTRICAL WORK OR EQUIPMENT PRIOR TO ROUGHING IN WITH NO ADDITIONAL COST F. DISCONNECT SWITCHES SHALL BE BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL INSTALLED BY GENERAL CONTRACTOR COMPLETE WITH CONDUIT. THE GENERAL CONTRACTOR WILL W IC MERCHAND151NG, AND INCLUDE COST IN BID. TO TENANT. TENANT'S CONSTRUCTION MANAGER RESERVES THE RIGHT TO RELOCATE ANY OUTLETS ELECTRIC. BE RESPONSIBLE TO INSTALL THE CONTACTORS AND PULL ALL WIRES AS DETAILED ON THESE Y S OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. DRAWINGS AND CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL DETAIL DRAWINGS. U Q 0 G. LO WORK WHICH SHALL BE PERFORMED BY OTHERS, UNLESS NOTED OTHERWISE, INCLUDES THE G. ALL SWITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE "OFF" POSITION NO VARIATIONS TO THE CIRCUITING ARE ALLOWED. 0E LO FOLLOWING' AC. THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM WHEN THE SWITCH DOOR IS OPEN. SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS WHERE N U LO 1. TEMPERATURE CONTROL WIRING THAT IS FURNISHED BY OTHERS PRE-WIRED IN UNITS. WHICH, IN THEIR OPINION, SHALL NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR NECESSAND ULARYTED FOR 75 DEGREES C TO PERMIT EASY ACCESSALTOUMINUM OR COPPERL I NE SIDE LUGS. LWIRES.SHALL BE FRONT REMOVABLE 26 22 00 LOW VOLTAGE TRANSFORMERS E O WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH tt 2. TELEPHONES AND FINAL CONNECTION OF WIRING THERETO. i- O r ORDERLY WAY BY METHODS USUAL IN SUCH WORK OR WHICH DOES NOT COMPLY WITH CONTRACT A. TRANSFORMER SHOWN ON THE PLANS IS EXISTING TO REMAIN. .0O cla 3. INTERNAL WIRING OF EQUIPMENT FURNISHED AND PRE-WIRED BY OTHERS. ' H. SWITCHES SHALL BE QUICK-MAKE QUICK-BREAK. THE OPERATING HANDLE SHALL SE AN INTEGRAL 4. SECURITY SYSTEM FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. DRAWINGS OR SPECIFICATIONS. SUCH REMOVALS OR REPLACEMENTS SHALL HE DONE BY PART OF THE BOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN THE "OFF" 0N .1.;CONTRACTOR WHEN 50 DIRECTED IN WRITING BY ARCHITECT AND AT CONTRACTOR'S EXPENSE. POSITION WITH AT LEAST THREE LOCKS SHALL HE PROVIDED. SWITCHES SHALL HAVE A DUAL B. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. D. ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES OR HY TENANT AND SPECIFIED IN OR AD.GENERAL CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE HANDLE C. THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP-DOWN TRANSFORMER TO SHOWN ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED BY GENERAL DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 15 IN THE "ON" POSITION, AND TO PREVENT CLOSING OF THE SNITCH MECHANISM WITH THE DOOR 02017 THE ARCHITECT/ENGINEERASSUMESNO CONTRACTOR, EXCEPT AS OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO „ „ „ „ PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MAXIMUM BY ADJUSTING THE RESPONSIBILITYORUABILITYFORTHEUSEOF 1. LOCATION OF JUNCTION BOXES AND RECEPTACLES. OPEN. THE HANDLE POSITION SHALL INDICATE WHETHER THE SWITCH IS ON OR OFF . TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE THESE PLANS FOR ANY PROJECT OTHER THAN ELECTRICALLY OPERATED EQUIPMENT FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON THE SPECIFICALLY AUTHORIZED BY THEM AND SIGNED CONTRACT DOCUMENTS. TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE INSTALLED BY 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. PANELBOARD. PROVIDE FINAL BALANCE REPORT TO CHICO'S CONSTRUCTION MANAGER AT TIME OF AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT I. SWITCHES SHALL BE FURNISHED IN NEMA I GENERAL PURPOSE ENCLOSURE EXCEPT ALL SWITCHES PUNCH-OUT. STATE,PROVINCE OR TERRITORY SHOWN ON THE THE GENERAL CONTRACTOR WHO SHALL SE ENTIRELY RESPONSIBLEIRING. TO THE TENANT FOR THE SAFE SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF (WP). NEMA SR ENCLOSURE SHALL BE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN _ AND SATISFACTORY OPERATION OF SAID TEMPORARY WIRING. CONTRACTOR REQUIRING SUCH MANUFACTURED FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A GRAY BAKED ENAMEL AREAS MEETING THE STATED DESIGN CRITERIA. TEMPORARY WIRING SHALL PAY FOR ALL DAMAGE TO PROPERTY RESULTING FROM ITS USE. 26 27 26 WIRING DEVICES + COMPLY WITH LATEST REQUIREMENTS OF OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AE. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINISH, ELECTRODEPOSITED, ON CLEANED, PHOSPHATIZED STEEL. PROVIDE PERSONNEL GROUND FAULT PROTECTION ON ALL TEMPORARY POWER AND LIGHTING FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE BLACK THEREON. ONE COPY OF DRAWINGS STAMPED "DO NOT REMOVE" SHALL BE PLACED IN DRAWING J. SWITCHES SHALL BE RATED FOR AC. FUSIBLE SWITCHES MUST ACCEPT CLASS R FUSES AND HAVE A, INSTALL ALL WIRING DEVICES, INCLUDING SWITCHES, RECEPTACLES AND POWER RECEPTACLES, SPH IT E CIRCUITS 30 AMPERES OR LESS. GROUND FAULT CIRCUIT INTERRUPTERS ON CONSTRUCTION PROVISIONS TO REJECT ALL FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT RATING OF TELEPHONE OUTLET BOXES, COVER PLATES AND BLANK OUTLET PLATES AS SHOWN OR DESCRIBED CIRCUITS ARE NOT REQUIRED WHERE CIRCUIT IS A PERMANENT CIRCUIT TO BEA PART OF THE TUBE LOCATED NEXT TO THE ELECTRICAL PANELS (SEE ARCHITECTURAL DRAWINGS FOR THE SWITCHES SHALL BE 200,000 RMS SYMMETRICAL AMPERES WHEN CLASS R FUSES ARE USED. ON DRAWINGS. HOUSE MARKS T COMPLETED SUILDING. HOWEVER, CONTRACTOR SHALL PROVIDE APPROVED CORD SETS LOCATION). A SECOND AS-BUILT SET SHALL BE SENT TO CHICO'S OFFICES. INCORPORATING GFCI PROTECTION FOR PERSONNEL. SEE THE LOCALLY ADOPTED EDITION OF THE K. NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED B. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL N.E.C. ALL FINISH PAINTING IS TO SE PERFORMED BY GENERAL CONTRACTOR EXCEPT THAT THIS AF. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF PHENOLIC WITH A WHITE SURFACE AND BLACK CORE. USE I/16" THICK MATERIAL FOR NAMEPLATES CODE, ACCESSIBILITY CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE STORE NO: THE CONTRACT DOCUMENTS. UP TO 2"x4" AND USE 1/8 THICK MATERIAL FOR LARGER SIZES. ALL NAMEPLATES SHALL BE AS FOLLOWS: 3219 CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED BY THI5 :� CONTRACTOR AFTER ORIGINAL PAINTING. FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO COORDINATE AG. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE WITH THE LOCAL BUILDING AUTHORITY OR BUILDING INSPECTOR ON WHICH ITEMS SHOULD HAVE A 1. SWITCH HEIGHT 48" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. E. GENERAL CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING TENANT. NAMEPLATE. 2. CONVENIENCE OUTLETS: PROJECT LOCATION: REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY a. SALES: 16" FROM FINISHED FLOOR TO BOTTOM OF OUTLET. TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING IS TO BE "AS NEW CONDITION". AH. MANUFACTURER 5 CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING L. ALL FUSES SHALL BE BUSSMANN SIZES AS NOTED ON DRAWINGS. b. NON-SALES: 16" FROM FINISHED FLOOR TO BOTTOM OF OUTLET WASHINGTON SQUARE FIXTURES AND OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT F. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SPECIFICATIONS. CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, COLOR, 3. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. 9336 SW WASHINGTON RATING, ETC., OF THE ITEM TO BE FURNISHED. M. ALL FUSES SHALL BE UL LISTED, CURRENT-LIMITING TYPE, MINIMUM 200,000 AMPS SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING INTERRUPTING CAPACITY. C. DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING. SQUARE ROAD SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. Al. PROVIDE INSTRUCTION TO TENANT'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS G. ANY ACCESS PANELS REQUIRED, BUT NOT SPEC!FiED OR SHOWN ON DRAWINGS, SHALL HE AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND N FUSES i AMP AND ABOVE SHALL BE BUSSMANN "LOW PEAK" RK-1, 250 VOLT FUSES SHALL BE D. COLOR OF DEVICES AND PLATES SHALL BE WHITE, UNLESS NOTED OTHERWISE. THE DEVICES SHALL SPACE #: W13 USED ON 208/120 VOLT SYSTEMS. 600 VOLT FUSES SHALL BE USED ON 480/277 VOLT SYSTEMS. BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW-HART, GENERAL ELECTRIC OR FURNISHED BY GENERAL CONTRACTOR WITH DESIGN TO BE APPROVED BY ARCHITECT BEFORE REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW ASA GUIDE. TIGARD, OR 97223 PASS AND SEYMOUR. WEATHERPROOF GFCI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON STARTING INSTALLATION. AJ. GENERAL CONTRACTOR SHALL GUARANTEE THIS WORKMANSHIP AND MATERIALS, EXCEPT FOR 0. CONTROL FUSES FOR MOTOR STARTERS, CONTACTORS, AND CONTROL PANEL TRANSFORMERS DRAWINGS OR AS REQUIRED BY CODE. DEVICES SHALL SE OF THE FOLLOWING SPECIFICATIONS, H. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY TENANT-SUPPLIED MATERIALS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE SHALL BE BUSSMANN FNQ-R SIZED AT 500% RATED CURRENT. UNLESS OTHERWISE INDICATED SPECIFICALLY ON PLANS. DESIGN TYPE: MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY (IN WRITING) OF THE INSTALLATION BY TENANT'S CONSTRUCTION MANAGER/ENGINEERING P. FURNISH SPARE FUSES TO THE TENANT IN THE FOLLOWING QUANTITIES: 10% OF TOTAL PROJECT SINGLE POLE SWITCHES: 20AMP - 120-277V: HUBBELL "HBLi221PL" REMODEL MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR MANAGER AND LEAVE THIS WORK IN PERFECT ORDER AT COMPLETION. QUANTITY (BUT NOT LESS THAN THREE (3) FOR EACH TYPE AND RATING OF FUSES). DOUBLE POLE SWITCHES: 20AMP - 120-277V: HUBBELL "HBL1222PL" CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR DUPLEX RECEPTACLES: 20AMP - 125V: HUBBELL "1-151-5362"WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF AK. SHOULD DEFECTS DEVELOP WITHIN GUARANTEE PERIOD, GENERAL CONTRACTOR SHALL, UPON Q. TYPED LIST OF ALL SPARES SHALL ALSO BE INCLUDED. CONTRACT. NOTICE OF SAME, REMEDY SUCH DEFECTS AND HAVE DAMAGES TO OTHER WORK OR FURNISHINGS DUPLEX RECEPTACLES - SLACK: 20AMP - 125V: HUBBELL "HBL5362BLK" REVISIONS: CAUSED BY DEFECTS OR WORK OR CORRECTIONS TO SAME REPAIRED AND/OR REPLACED AT THIS R. ALL PANELBOARDS SHOWN ON THE DRAWINGS ARE EXISTING TO REMAIN. ISOLATED GROUND RECEPTACLES: 20AMP - 125V: HUBBELL IG5362 EXPENSE TO CONDITION BEFORE SUCH DEFECTS OR DAMAGE. GFCI RECEPTACLES: 20AMP - 125V: HUBBELL "GF5362A" I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH: REQUIRED BY: DATE FLOOR BOXES: HUBBELL "H-2527/2q WITH 5-3825 BRASS DOVER" AL. COMPILE TWO (2) WRITTEN MANUALS OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP S. EACH f ANCLEOARD :HALL INCLUDE (WHORE CPECIrIED) A SOLID :JJ;FCR ISOLATED GROUND BU: 1. THE NATIONAL ELECTRICAL CODE. „ SUDASSCMDLY C/I MILMTNA 1 III CONSTRUCTION TO TI-IL IILITL SSUJ1J( UDArm. TU;�IIISHCD AND " „ 2. STATE, CITY, AND COUNTY BUILDING CODES AND ORDINANCES. DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8-1/2" X 11 HARD BACKED WNSTALLED. ' :: E. ALL DEVICE COVER PLATES SHALL BE PASS AND SEYMOUR SERIES RP OR EQUAL BY EAGLE A. CLIENT AND 3. NATIONAL BOARD OF FIRE UNDERWRITERS. INDEXED BINDER, MATERIAL SHALL BE AS FOLLOWS: ELECTRIC MFG. CO. LANDLORD COMMENTS 02/0772016 4. CERTAIN CODES AND STANDARDS AS SET UP BY VARIOUS TECHNICAL SOCIETIES SUCH AS UL, T. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL NEMA, NECA, IEEE ASTM, IES IPCEA, AND ANSI. 1. TITLE PAGE: TITLE OF JOB, LANDLORD, WHITE HOUSE BLACK MARKET ADDRESS, DATE OF , OTHER EQUIVALENT DEVICES WITH MATCHING COVER PLATES MAY BE FURNISHED A5 APPROVED BYA FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITIS 5. T1-1 IS WORK SHALL BE GOVERNED ALSO BY LOCAL INSPECTOR'S REQUIREMENTS. SUBMISSION, CONTRACTOR, AND ENGINEER. FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED AND FINAL ELECTRICAL INSPECTION CHICO'S. CLIENT COMMENTS 04/1712017 6. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS. 2. INDEX PRIOR TO THE TIME OF FINAL INSPECTION BY CHICO'S CONSTRUCTION MANAGER. 7. AMERICANS WITH DISABILITIES ACT. 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED HY CONTRACTOR PURCHASE F. WIRING DEVICES, UNLESS OTHERWISE PROPERLY AUTHORIZED, SHALL BE SAME MANUFACTURERS ORDER NUMBERS AND SUPPLIERS' NAMES AND ADDRESSES. U. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. ONLY; NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED UNLESS SPECIFICALLY AUTHORIZED J. GENERAL CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT, I.E,, LIGHTING BY TENANT OR TENANT'S REPRESENTATIVE. ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY FIXTURES, PANELBOARDS, ETC. 26 05 33 RACEWA't`AND BOXES FOR ELECTRICAL SYSTEMS CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE 5. SECTION FOR EACH SYSTEM, INCLUDING: G. LOW VOLTAGE CONTROL DEVICES SHALL BE AS NOTED ON DRAWINGS OR AS REQUIRED. QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. b. LIST OF ITEMS IN SYSTEM REQUIRING PERIODIC SERVICE. REQUIRES SEPARATE SECTION FOR A. FURNISH AND INSTALL OUTLET BOXES FOR ALL DEVICES AS REQUIRED, (RECEPTACLES, LIGHTING EACH OF: ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE ENTRANCE TO EACH FIXTURES, MOTORS, SYSTEMS EQUIPMENT CONNECTIONS, SPECIAL OUTLETS AND AS OTHERWISE 26 29 13 MOTOR CONTROLLERS K. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES, THE LANDLORD LIGHTING AND POWER PANEL AND OTHER SYSTEMS (I.E. CONTROL SYSTEMS AND ANY REQUIRED). OR TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE OTHER GENERAL CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS.) A. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MOTOR CONTROLS, INCLUDING STARTERS, 8. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. SAFETY DEVICES AND REMOTE CONTROL STATIONS, UNLESS FURNISHED BY EQUIPMENT SYSTEMAWITH THE MOST STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. MANUFACTURER IN PRE-WIRED ASSEMBLIES. DRAWINGS UNLESS NOTED OTHERWISE. AM.WHITE HOUSE BLACK MARKET SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTSINDICATES NO REVISION TO THIS SHEET ' ON EQUIPMENT PROVIDED BY TENANT'S AND TENANT'S VENDORS. THIS CONTRACTOR SHALL NOT CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1-1/2" DEEP, WITH PLASTER RINGS. L. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO B. FURNISH AND INSTALL MANUAL MOTOR STARTERS WITH OVERLOAD RELAYS IN EACH LINE COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. C. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO SE INSTALLED, SHALL BE CONDUCTOR FOR ALL FRACTIONAL HORSEPOWER MOTORS NOT EQUIPPED WITH BUILT-IN RUNNING DRAWN BY: TAV OVER PROTECTION, NOT REQUIRING AUTOMATIC CONTROLLERS. SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STATE AND EQUIPPED WITH 3/8" FIXTURE STUDS. CHECKED BY: RAP LOCAL CODES, WHICHEVER IS MORE STRINGENT. AN. AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT C. MANUAL MOTOR STARTERS SHALL INCLUDE OVERLOAD RELAYS IN ALL LINE POLES SIZED TO TRIP FIXTURES, TO THE SATISFACTION OF CHICO S. ALL DUST, DIRT, DEBRIS, PAINT AND FOREIGN D. RECESSED OUTLET BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE DEVICE INSTALLED. M. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. SURFACE MOUNTED OUTLET BOXES SHALL BE CAST IRON SUITABLE FOR THE DEVICE INSTALLED. SWITCH AT 125% OF MOTOR FULL LOAD RUNNING CURRENT, NEON PILOT LIGHTS, AND NEMA ENCLOSURES, AS MANUFACTURED BY GENERAL ELECTRIC, ALLEN BRADLEY, CUTLER HAMMERO PROR BE OBTAINED AT PROPER TIME BY AND AT THE EXPENSE OF THE GENERAL CONTRACTOR. OR SQUARE-D, 4K-Ni3{NES ��S 26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS E. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS. SIEMENS N. ALL ELECTRICAL WORK SHALL BE INSPECTED BY THE GOVERNMENTAL AGENCY HAVING �� ' R lb JURISDICTION, INCLUDING LOCAL INSPECTION AUTHORITIES. A. CONDUCTORS SHALL BE COPPER. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE MINIMUM F. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE D. FURNISH AND INSTALL AUTOMATIC MOTOR STARTERS FOR ONE (1) HP OR LARGER SINGLE PHASE Au a 78784PE COPPER WIRE SIZES FOR WET AND DRY AREAS AS DEFINED BY THE N.E.C. SHALL BE AS FOLLOWS: CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED AND THREE PHASE MOTORS OR MOTORIZED EQUIPMENT FURNISHED WITHOUT STARTERS, REQUIRING -_ • 0. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY AUTOMATIC STARTERS FOR CONTROL REGARDLESS OF HORSEPOWER RATING. ALL THREE PHASE - SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. 20 AMP CKT BKR OR FUSE .. #12 AWG, THHN/THWN "QUICK-MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN STARTERS SHALL HAVE ANTI-SINGLE PHASING, UNDERVOLTAGE PROTECTION, AND PHASE REVERSAL / MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED 30 AMP CKT SKR OR FUSE - #10 AWG, THHN/THWN PLUGGING/UNPLUGGING INTO THESE DEVICES. PROTECTION RELAYS EITHER INCLUDED IN STARTERS OR WIRED TO STARTER CONTROL CIRCUIT. rot, , mow WILL BE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWING SUBMITTAL PROCESS, 40 AMP CKT SKR OR FUSE = #8 ANG, THHN/THWN - OREGON HY TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED 50 AMP CKT BKR OR FUSE #8 ANG, THHN/THWN G. ALL ELECTRICAL CONDUCTORS SHALL BE ENCLOSED IN CONTINUOUS GROUNDED RACEWAY SYSTEM E. PROTECTIVE RELAYS SHALL HAVE ADJUSTABLE TIME DELAY RELAY IN CIRCUIT TO AVOID NUISANCE A, % EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 100 AMP CKT SKR OR FUSE s #3 AWG, THHN/THWN EXCEPT AS OTHERWISE NOTED (I.E. LOW-VOLTAGE PLENUM-RATED WIRE). SHUT DOWNS. TIME MARK OR SIMILAR EQUIPMENT IS ACCEPTABLE IF PROTECTION IS NOT PART OF �F v 14'1 125 AMP CKT SKR OR FUSE #1 AWG, THHN/THWN STARTER. DO NOT RELY ON PROPERLY SIZED FUSES AND MOTOR STARTER OVERLOAD HEATERS HCFA. PTV' �q17 P. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S CONSTRUCTION 200 AMP CKT BKR OR FUSE - #3/0 AWG, THHN/THWN H. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. ALONE TO AVOID SINGLE PHASING BURNOUTS. MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW MINIMUM WIRE SIZES FOR 20A BRANCH CIRCUITS SHALL BE ADJUSTED FOR DISTANCE MEASURED I. RACEWAY AND ENCLOSURE SIZES SHALL BE AS SHOWN ON DRAWINGS OR IF NOT SHOWN SHALL BE !EXPIRATION DATE:/Z./IMCLI SEVEN (7) WORKING DAYS FOR TENANTS CONSTRUCTION MANAGERS REVIEW WITHOUT CAUSING ' F. FURNISH AND INSTALL CONTACTORS, CONTROL RELAYS, PUSHBUTTON STATIONS, SELECTOR DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET, SIZED TO COMPLY WITH N.E.C. FILL REQUIREMENTS FOR CONDUCTORS ENCLOSED. SWITCHES, PILOT LIGHTS, FUSES AND SIMILAR CONTROL AUXILIARIES AS SHOWN ON DRAWINGS GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND AS FOLLOWS: AND/OR REQUIRED TO PROVIDE PROPER CONTROL AND ISOLATION BETWEEN VARIOUS AUTOMATIC CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND J. PULL OR JUNCTION BOXES SHALL BE PROVIDED IN ALL RACEWAY SYSTEMS AT MAXIMUM OF 100 CONTROLLERS AND EQUIPMENT SHOWN ON THE DRAWINGS. SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. LESS THAN 100 FT - #12 FOOT INTERVALS AND WHERE REQUIRED TO AVOID EXCESSIVE NUMBER OF BENDS, TO FACILITATE BETWEEN 101 AND 150 FEET - *10 WIRE PULLING OR TO PROVIDE ACCESS TO RACEWAY SYSTEM. BOXES AND COVERS SHALL BE G. ALL CIRCUIT BREAKERS FEEDING MOTOR LOADS SHALL HE HACR TYPE. Q. FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR IS TO INCLUDE IN THIS BID ALL BETWEEN 151 AND 250 FEET - #8 r GALVANIZED STEEL OF CODE GAUGE SIZE. TO THE EXTENT POSSIBLE, AVOID THE USE OF JUNCTION OVER 251 FEET - #6 BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE H. EQUIPMENT SHALL BE SAME MAKE AS MOTOR STARTERS. PUSHBUTTON STATIONS, SELECTOR STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH TENANT'S SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR SWITCHES, PILOT LIGHTS: HEAVY DUTY, OIL TIGHT, STANDARD SIZE, WITH TRANSFORMER TYPE CONDUCTORS USED FOR EMERGENCY LIGHTING CIRCUITS SHALL BE #10 AWG, MINIMUM, GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. JUNCTION AND PULL BOXES MUST SE CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF AND SHALL BE RUN IN SEPARATE CONDUIT USED FOR NO OTHER PURPOSE. LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. PILOT LIGHTS, FLUSH MOUNTED WHERE PRACTICAL. THE P.0.5., CASH REGISTERS, ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE INCLUDING EQUIPMENNISHED UNDER OTHER CONTRACTS SHALL BE DRAWING TITLE: GENERAL CONTRACTOR AND TENANT AT TIME OF BID IF ANY CONFLICTS EXIST. CONDUCTORS MAY SE STRANDED FOR SIZES #10 AWG AND LARGER, CONDUCTORS SIZE K. RACEWAYS AND ENCLOSURES SHALL BE ADEQUATELY SUPPORTED FROM BUILDING STRUCTURE WITH SET AND ADJUSTED TO1. ALL OVERLOAD DEVICES, INCL THE LOAD PMEN T CONDITIONS.FUR FUR R. GENERAL CONTRACTOR SHALL SE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF #12 AND SMALLER SHALL SE SOLID (NOT STRANDED). APPROVED SUPPORT RODS AND/OR CLAMPS. ELECTRICAL EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 ANG SHALL BE REDUCED TO L. ALL CONDUIT SHALL BE RIGID HEAVYWALL GALVANIZED STEEL OR THIN WALL EMT WHERE SPECIFICATIONS THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT TO BE LEFT INTACT AND ADVISE TENANT'S #10 ANG WITHIN 10 FEET OF PANELBOARD AND DEVICES IN JUNCTION BOXES ON RATED TERMINAL PERMITTED BY CODE OR AS HEREINAFTER SPECIFIED. PVC SCHEDULE 80 CONDUIT MAY BE USED CONSTRUCTION MANAGER AT TIME OF BID. STRIPS. UNDER FLOOR SLAB. ROM EX, BX OR AC, ETC., ARE NOT PERMITTED. (ELECTRICAL SPECIFICATIONS CONTINUED ON SHEET E5.1) S. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL B. ALUMINUM CONDUCTORS ARE NOT PERMITTED. M. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL C. THE FOLLOWING COLOR CODE SHALL BE USED: INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SNITCH GEAR PRIOR TO REMOVAL. PITCH AND 3/4" FOR ALL OTHER LOCATIONS. IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 1/2", UNLESS NOTED OTHERWISE ON DRAWINGS. ALL POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL 208/120 VOLT 480/277 VOLT IN/UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 1" SIZE. EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE PHASE A BLACK BROWN DATE ISSUED: REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING PHASE B RED ORANGE N. EMT THIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS, AND ABOVE SUSPENDED 12/21/2016 ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE PHASE C BLUE YELLOW INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN NEUTRAL WHITE GRAY CEILINGS AND EXPOSED ABOVE 8'-0" ABOVE FINISHED FLOOR OR ABOVE PANELBOARDS. EMT THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, GROUND GREEN GREEN CONDUIT MAY NOT BE USED BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE FLOOR OR IN ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION POURED CONCRETE CONSTRUCTION. PROJECT NO: PRIOR TO BID AND INCLUDE IN PROPOSAL. O. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID GALVANIZED STEEL ELLS AND D. CIRCUIT BREAKER/FUSE AND WIRE SIZE COMBINATIONS NOT SHOWN ABOVE SHALL SE APPROVED BY METALLIC CONDUIT ABOVE FLOOR SLAB. 160529 T. GENERAL CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE THE ENGINEER PRIOR TO INSTALLATION. INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL SE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. DRAWING NO: E5 . O ELECTRICAL SPECIFICATIONS A 26 51 00 INTERIOR LIGHTING I. HORIZONTAL CABLES: LABEL CABLES AT THE WORK AREA END AND AT THE CLOSET END WITH THE OWNER: PATCH PANEL PORT NUMBER. LABEL EACH CABLE WITHIN 3 INCHES OF EACH TERMINATION, WHERE IT A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS. IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS INDICATED. B. ALL FIXTURES TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND ALL BALLASTS J. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES AND NEATLY TYPED ON THE INTEGRAL LABEL I C 0 S TO BE CBM CERTIFIED BY ETL. IN THE FACEPLATE WITH THE PATCH PANEL PORT NUMBER. C. LAMPS SHALL BE MANUFACTURED BY PHILLIPS, OSRAM/SYLVANIA OR GENERAL ELECTRIC. ALL LAMP K. WARRANTY PERIOD FOR COMMUNICATIONS CONNECTIVITY (INCLUDING ALL COPPER): MANUFACTURER'S 11215 METRO PARKWAY TYPES SHALL BE BY THE SAME MANUFACTURER. STANDARD, BUT NOT LESS THAN 25 YEARS FROM DATE OF CONTRACT COMPLETION. FT. MYERS, FL. 33966 D. FIXTURES ARE TO BE PROVIDED COMPLETE WITH BALLASTS, SOCKET, LAMPS, END AND TRIP 27 22 00 DATA NETWORK EQUIPMENT PLATES AND ALL MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE FIXTURE INSTALLATION. E. INCANDESCENT AND HIGH INTENSITY DISCHARGE RECESSED LIGHTING FIXTURES TO BE FURNISHED A. THE LOCAL AREA NETWORK (LAN) IS EXISTING TO REMAIN. ARCHITECT/ ENGINEER: WITH THERMAL CUT OUTS AS REQUIRED BY THE NEC. 28 22 OO INTRUSION DETECTION SYSTEM F. USE RAPID-START HIGH-POWER-FACTOR ELECTRONIC BALLASTS AND T8 LAMPS, UNLESS NOTED 0 o OTHERWISE. FURNISH SPECIAL LOW TEMPERATURE BALLASTS FOR EXTERIOR MOUNTED FIXTURES. A. INTRUSION DETECTION SYSTEM IS EXISTING TO REMAIN. 8 oY G. UNLESS OTHERWISE NOTED, ALL LENSES ON FLUORESCENT FIXTURES ARE TO BE ACRYLIC AND A 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM p r MINIMUM OF 0.125 IN. THICK. A. FIRE DETECTION SYSTEM DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE REQUIRED BY LOCAL N H. ALL RECESSED HID FIXTURES SHALL CARRY A ULR LISTING. THEY SHALL HAVE A THERMAL CUT OUT JURISDICTIONAL REQUIREMENTS BASED ON REVISED SPACE LAYOUT OR LATEST CODE REQUIREMENTS. ON BOTH THE BALLAST AND THE FIXTURE ITSELF. CONTRACTOR SHALL VERIFY OPERATION AND SYSTEM REQUIREMENTS AND PERFORM ANY REQUIRED WORK UTILIZING MALL APPROVED FIRE ALARM CONTRACTOR AT GENERAL CONTRACTOR COST. I. USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED FIXTURES AT EACH CORNER. (FOUR CORNER SUSPENDED). FIXTURES TO FIT TIGHT AGAINST (END OF ELECTRICAL SPECIFICATION) CONSTRUCTION TO ELIMINATE LIGHT LEAKS. J. WALL-MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. 417) K. SURFACE-MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE. USE A CANOPY THAT IS NO .� LONGER THAN THE LENGTH AND WIDTH OF THE FIXTURE AND AT A HEIGHT THAT IS NO HIGHER THAN o REQUIRED TO MOUNT FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH SHALL MATCH FIXTURE FINISH. v L. STEM-MOUNTED FIXTURES SHALL BE MOUNTED SO AS TO BE ABSOLUTELY VERTICAL AND = O HORIZONTAL. INSTALL AND SUPPORT AS SHOWN ON DRAWINGS. 27 00 00 GENERAL REQUIREMENTS Lil v cQ A. PROVIDE ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION INCIDENTALS AND APPURTENANCES 3 LU TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL WORK CALLED FOR HEREIN. c Z a in B. ALL NEW MATERIAL AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING 4) STANDARDS: C 1. TELECOMMUNICATIONS INDUSTRY ASSOC./ELECTRONIC INDUSTRIES ALLIANCE (TIA/EIA): LI c co a. TIA/EIA 568A.1, 2, AND 3 TELECOMMUNICATION CABLING STANDARD. l L.1 CC b. TIA/EIA 561 TELECOMMUNICATION PATHWAYS AND SPACES. c. TIA/EIA 606 ADMINISTRATION OF INFRASTRUCTURE V a o d. TIA/EIA 607 GROUNDING AND BONDING p E to e. COMPLY WITH TIA/EIA 568, 561, AND BIC STANDARDS. N U f. COMPLY WITH NFPA 70. ELo v L0 C. FURNISH NEW AND UN-DETERIORATED MATERIALS OF A QUALITY NOT LESS THAN WHAT IS SPECIFIED. �? o r ALL NEW MATERIAL SHALL HAVE MANUFACTURER'S NAME, MODEL NUMBER, OR OTHER IDENTIFICATION MARKING. ti . D. THE CONTRACTOR SHALL BEAR ALL COSTS OF PERMITS, INSPECTIONS TESTS, AND/OR APPROVALS. 02017 THE ARCHITECT/ENGINEER ASSUMES NO E. THE CONTRACTOR SHALL PROVIDE ON-SITE PERSONNEL TO TROUBLESHOOT AND REPAIR ANY RESPONSIBILITY ORLIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN PROBLEMS THAT ARISE DURING CUTOVER AS THEY RELATE TO THEIR INSTALLED SYSTEM. PECIFICAIjY AIJrHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE E F. AFTER COMPLETION, A WARRANTY SHALL BE FURNISHED FOR ALL COMPONENTS, PARTS, AND STATE THISBNCINGUSEISONE OR YSHOWC BLEN IN SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN ASSEMBLIES AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SERVICES SHALL BE AREAS MEETING THE STATED DESIGN CRITERIA. PROVIDED BY A CERTIFIED, FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER FOR A MINIMUM OF ONE YEAR OR AS SPECIFIED IN EACH INDIVIDUAL SECTION. 27 0510 TELEPHONE AND DATA CONDUIT SYSTEM WHITE BLACK HOUSE MARKET A. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND STORE NO: APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 3219 B. CONDUITS FOR TELEPHONE WALL OUTLETS AND DATA WIRING SHALL BE A MINIMUM OF 1" UNLESS PROJECT LOCATION: NOTED OTHERWISE. WASHINGTON SQUARE C. FURNISH AND INSTALL A 3/4" THICK, FIRE-TREATED, PLYWOOD TELECOM BACKBOARD AT LOCATION 9336 SW WASHINGTON SHOWN ON THE DRAWINGS. PAINT WITH FIRE RETARDANT "P-1B" OR AS DIRECTED BY TENANT'S CONSTRUCTION MANAGER. THE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED TO THE SQUARE ROAD BUILDING WALLS TO SUPPORT RELAY PANELS, TERMINAL BLOCKS AND OTHER HARDWARE WEIGHING APPROXIMATELY 10 POUNDS PER SQUARE FOOT. SPACE #: W13 D. ALL CONDUIT RUNS FOR DATA AND TELEPHONE SHALL BE CONTINUOUS WITH NO JUNCTION BOXES TIGARD, OR 97223 EXCEPT AS NOTED ON DRAWINGS. THIS INCLUDES BUT IS NOT LIMITED TO RUNS BETWEEN TELEPHONE BOARD, MANAGER'S OFFICE, SOUND SYSTEM, CASHWRAPS AND TELEPHONE SETS. DESIGN TYPE: E. INSTALL PULL STRING IN EMPTY CONDUITS. ALL CONDUITS SHALL BE LABELED FOR PURPOSE REMODEL DESIGNATED. F. FURNISH AND INSTALL GROUND ROD AND 1:16 GROUND WIRE FROM TELECOM BACKBOARD TO SERVICE REVISIONS: ENTRANCE GROUND AND GROUND ROD PER TELEPHONE COMPANY'S REQUIREMENTS. G. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. REQUIRED BY: DATE 27 0515 INTERIOR COMMUNICATIONS PATHWAYS CLIENT AND LANDLORD COMMENTS 02/07/2016 A. INTERIOR COMMUNICATIONS PATHWAYS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR AND BY THE TELECOMMUNICATIONS CONTRACTOR AS SPECIFIED HEREIN. CLIENT COMMENTS 04/17/2017 B. CONDUITS SHALL BE INSTALLED, AS DETAILED IN DRAWINGS. THESE CONDUITS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. 27 05 28 WALL-MOUNT RACK A. WALL RACK IS EXISTING TO REMAIN, 2711 00 HORIZONTAL CABLING AND CONNECTIVITY A. PROVIDE A 10/100/1000 MBPS FULL-DUPLEX TRANSMISSION ETHERNET NETWORK OVER 4-PAIR, CATEGORY 6E UTP HORIZONTAL CABLING. THE SYSTEM SHALL BE A CERTIFIED SOLUTION BY THE CONNECTIVITY MANUFACTURER. THE HORIZONTAL INFRASTRUCTURE SHALL SUPPORT BOTH VOICE *INDICATES NO REVISION TO THIS SHEET AND DATA APPLICATIONS. I B. THIS SECTION INCLUDES WIRE, CABLE, CONNECTING DEVICES, INSTALLATION, AND TESTING FOR DRAWN BY: TAV WIRING SYSTEMS TO BE USED A5 SIGNAL PATHWAYS FOR VOICE, VIDEO, AND DATA TRANSMISSION. CHECKED BY: RAP THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. MOUNTING ELEMENTS 2. UNSHIELDED TWISTED-PAIR CABLE. 3. PATCH, STATION, AND CROSS CONNECT CORDS 5. TERMINATION AND PATCH PANELS .<GRettNEFR� � % C. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF Au 7$784PE 7 THE FOLLOWING: iw 1. COPPER CABLES (UTP): a. BERK-TEK, INC. b. BELDEN L OREGON0 c. MOHAWK e. UNIPRISE d. GENERAL p�FCSAlP9 ' 119/ 2. MODULAR JACKS $ FACEPLATES: !�� a. LEVITON }EXPIRATION DATE:"I3'/ rJ' t b. HUBBELL c. ORTRONICS d. PANDUIT e. UNIPRISE D. HORIZONTAL CABLES FOR VOICE/DATA/VIDEO INFRASTRUCTURE: 1. LISTED A5 COMPLYING WITH CATEGORY 6E OF TIA/EIA-568-A. 2. CONDUCTORS: SOLID COPPER. 3. UTP CABLE: COMPLY WITH TIA/EIA-568-A. FOUR THERMOPLASTIC-INSULATED, INDIVIDUALLY TWISTED PAIR OF CONDUCTORS; NO. 2 AWG, COLOR-CODED; ENCLOSE IN A JACKET. DRAWING TITLE: 4. CABLE RATING: PLENUM - LISTED FOR USE IN AIR-HANDLING SPACES, ELECTRICAL 5. NON-PLENUM IN ALL OTHER AREAS. 6. COLOR CODING: BLUE FOR DATA, YELLOW FOR VOICE AND WHITE FOR VIDEO SPECIFICATIONS E. WORKSTATION OUTLETS: SINGLE JACK CONNECTOR ASSEMBLIES MOUNTED IN FACEPLATE. 1. FACEPLATE: HIGH IMPACT PLASTIC; COLOR TO BE WHITE. 2. MOUNTING: FLUSH, UNLESS OTHERWISE INDICATED. 3. LABELING: SHALL HAVE INTEGRAL LABEL WITH LABEL COVER. 4. JACK SPACES: AS INDICATED ON THE DRAWINGS WITH ANY NECESSARY BLANKS. BLANKS SHALL MATCH FACEPLATE COVER. DATE ISSUED: F. WIRING METHOD: INSTALL HORIZONTAL CABLING IN RACEWAY WITHIN RACKS AND ENCLOSURES, AND r�n EXCEPT IN ACCESSIBLE CEILING SPACES AND IN GYPSUM BOARD PARTITIONS WHERE CABLE WIRING L12 L J t1 METHOD MAY BE USED. CONCEAL RACEWAY AND CABLING EXCEPT IN UNFINISHED SPACES. IN ACCESSIBLE CEILINGS, USE APPROPRIATELY SIZED J-HOOKS TO SUPPORT THE CABLING EVERY FOUR FEET (MAXIMUM). PROJECT NO: G. INSTALL CABLE USING TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH 160529 CATEGORY 6E RATING OF COMPONENTS AND THAT INSURE CATEGORY 6E PERFORMANCE OF 1 V V�J �! COMPLETED AND LINKED SIGNAL PATHS, END TO END. H. DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS DRAWING NO: RECOMMENDED BY MANUFACTURER. 1 E5 • NOT USED J ELECTRICAL SPECIFICATIONS A OWNER: so that the area being lit is annunciated, 3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an override is initiated,and 5)controls an area not exceeding 2,000 square feet. chicors / Exception applies: In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,the area �+ t, ■ controlled shall not exceed 20,000 square feet. COM check Software/Ware Y ersion 4.0.5.5 11215 METRO PARKWAY Plans reference page/section: Interior Lighting Compliance FT. MYERS, FL. 33966 ✓ 14.Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. Certificate Plans reference page/section: E2.O(Existing Timeclock) ARCHITECT/ ENGINEER: v 15,Exterior lighting controls. Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a Section 1: Project Information photosensor and a time switch,or an astronomical time switch. Lighting designated for dusk-to-dawn operation shall be controlled by o E an astronomical time switch or photosensor. q 0E Energy Code:2014 Oregon Energy Efficiency Specialty Code U Project Title:White House/Black Market Store#3219-Washington Square o o Plans reference page/section: Not Applicable-lntemal Mai! r Project Type:Alteration w E ✓ 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: Construction Site: Owner/Agent: Designer/Contractor: L - 1. Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet 9336 SW Washington Square Road Chico's Shremshock Engineering, Inc. eui center-to-center of each other. Space#W13 11215 Metro Parkway 7400 W. Campus Rd. 0 2. Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted Portland,OR 97223 FT. Myers,FL 33966 Suite 150 .5 within 1 foot edge-to-edge of each other. New Albany, OH 43054 Plans reference page/section: E2.O Section 2: Interior Lighting and Power Calculation v 17.Medical task fighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. A B C 0 Area V) Category Floor Area Allowed Allowed Watts Plans reference page/section: Not Applicablev (ft2) Watts/ft2 (B x C) in t/ 18.Each dwelling unit in a building is metered separately. Sales Area(Retail:Sales Area) (Ceiling Height 11 ft.) 1830 1.5 2745 c� Plans reference page/section: Not Applicable 2 Allowance: Furniture,clothing,cosmetics highlighting I Fix.ID:(E)F-LW 900(a) 1.4 810(b) O Allowance: Furniture,clothing,cosmetics highlighting/Fix.ID:(E)F4 50(a) 1.4 70(b) Interior Lighting PASSES Fiiting Room Area(Retail:Fitting Room): Exempt(Ceiling Height 11 ft.) LIJ c5 Non-Sales(Warehouse:Medium/Bulky Material Storage): Exempt(Ceiling 0 Q Height 11 ft.) Section 5: Compliance Statement Total Allowed Watts= 3625a aCC7nee i ee (a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s)are specified. Z Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. 0�_ other calculations submitted with this permit application.The proposed lighting systeP. •-s been d E ed to meet the 2014 Oregon Energy Area Category Exemption Qualifications ai v Efficiency Specialty Code requirements in COMcheck Version 4.0.5.5 and to c. ply . h the 0.nd ry -quirements in the Requirements 'p1 CO c0 Checklist. Total Wattage Total Pre-Alt. #Fixtures V) t` -d - Activity Area Pre-Alt. Pow W I Fixtures Repl.lAdded Reece A. Prather-P.E., Principal " &4-/'9 f f 7 Fiiting Room Area(Retail:Fitting Room 300 sq.ft.): Exemption:Less 1320 912 22 2 U a o ee than 10%fixture replacement. p E 1. Name-Title ig ature Date _C co Non-Sales(Warehouse:Medium/Bulky Material Storage 692 sq.ft.): 845 845 13 0 U Exemption: Less than 10%fixture replacement. E § 1 1 14 o v Section 3: Interior Lighting Fixture Schedule c/ G co CO A B C D E Fixture ID: Description/Lamp)Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X 0) C2017THE ARCHITECT/ENGINEER ASSUMES NO Fixture Fixtures Watt. RESPONSIBILTY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN Sales Area(Retail:Sales Area 1830 sq.ft.) SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE Compact Fluorescent 1:(E)B-LW/EM:8"Recessed Downlight:Triple 4-pin 42W: 2 25 42 1050 STATE,PROVINCE OR TERRITORY SHOWN ON THE Electronic: SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Incandescent 5:(E)F-LW:7"Incandescent Downlight:Incandescent 45W: 1 18 45 810 Lin-ar Fluoresc-nt :(E F4.4'Fluo escent tri. 48"T8 32W: E ectr.nic: 2 2 65 130 BLACK ID 1: (R)D2-LW: Multi-Spot Recessed:Ceramic Metal Halide: Standard: 1 3 80 240 WHITE L 0 : R-1C:6" D 'ecessed Down Ight:L 0 ether . ixture nit 36 : 1 6 118 HOUSE MARKET LED 1 copy 1: R-3C:6"LED Recessed Downlight: LED Other Fixture Unit 36W: 3 11 51 561 D copy 2: R-•C: ."L D 'ecesse. Downlight: ED Ot er ixture nit 6 : 4 3 .8 204 Fiiting 'oom Area 'etar: r ing 'ow) 10 sq. . : xempt STORE NO: Non-Sales(Warehouse:Medium/Bulky Material Storage 692 sq.ft.):Exempt 3219 Total Proposed Watts= 3103 PROJECT LOCATION: Section 4: Requirements Checklist WASHINGTON SQUARE 9336 SW WASHINGTON SQUARE ROAD Project Title:White House/Black Market Store#3219-Washington Square Report date:04/19/17 Project Title: White House/Black Market Store#3219-Washington Square Report date: 04/19/17 SPACE #: W13 Data filename: P:1WHB1160529r2 WHB-Washington Square Tigard, OR 104__.Consultant Coord\MEP\CHI 160529 REV1.cck Page 3 of 3 Data filename: P:1WHBt160529r2 WHB-Washington Square Tigard, OR104_Cansultant Coord\MEP\CHI 160529 REV1,cck Page 1 of 3 TIGARD, OR 97223 DESIGN TYPE: In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks REMODEL identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in the planslspecs the requirement can be verified as being satisfied. REVISIONS: Lighting Wattage: ✓ 1. Total proposed watts must be less than or equal to total allowed watts. REQUIRED BY DATE Allowed Wattage:3625 Proposed Wattage:3103 Complies:YES 1 CLIENT AND Mandatory Requirements: LANDLORD COMMENTS 02/07/2016 ✓ 2. Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side. AJWH Plans reference page/section: 2.0CLIENT COMMENTS D4/17/2017 v 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting in the non-daylight zone.In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided.Automatic daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e.,north,east, south,west).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. Plans reference page/section: Davlighting not applicable ✓ 4. Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are •INDICATES NO REVISION TO THIS SHEET a remote switch that identifies the lights served and indicates their status. Plans reference page/section: E2.0. E3.0 DRAWN BY: TAV CHECKED BY: RAP +/ 5. Sleeping unit controls.Master switch at entry to hotel/motel guest room. Plans reference page/section: Not applicable PRQp,, ✓ 6. Egress lighting. Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during �(�, . S. periods that the building space served by the means of egress is unoccupied. .. F. R t 1. Plans reference page/section: E2.0 CC 78784PE y/ 7. Additional controls. Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. ie 4,W • ON Plans reference page/section: E2,O. E3.0 / ,P N�EOR 4q..v 8. Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least �CE A PgP�� 414A� 50 percent by either 1)controlling(dimming or multi-level switching)all luminaires;or (EXPIRATION DATE: /z✓3//i/i 2)dual switching of alternate rows of luminaires,alternate luminaires.or alternate lamps;or 3)switching the middle lamp luminaires independently of other lamps;or 4)switching each luminaire or each lamp. Plans reference page/section: E2.0. E3.0 . ✓ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic control device shall function on either: 1)a scheduled basis, using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not exceed 10,000 square feet and are not more than one floor;or 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or DRAWING TITLE: 3)a signal from another control or alarm system that indicates the area is unoccupied. ENERGY F R Plans reference page/section: E2.0. E3.0 E `E `GY COD F` ✓ 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. FORMS Plans reference page/section: Davlighting Not Applicable ✓ 11 An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Plans reference page/section: ff2.0 ✓ 12Additianal controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a DATE ISSUED: space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and 12/21 /2016 supply rooms up to 1000 square feet. Plans reference page/section: NonSales area exemot from Controls PROJECT NO: t✓ 13.Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch, or 1 60529 Project Title: White House/Black Market Store#3219-Washington Square Report date: 04/19/17 DRAWING NO: Data filename: P:1WHB1160529r2 WHB-Washington Square Tigard,OR104_Consultant Coord\MEP1CH1 160529 REV1.cck Page 2 of 3 E6 . 0 ENERGY CODE FORMS A