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Plans (13) BU P2017 -00004 SHEET SHEET TITLE REVISIONS A ,L A\ n OWNER: ACC ACCESSIBLE FIN FINISH(ED) OZ OUNCES ARCHITECTURAL r ACT ATILE 5TICAL CEILING FLUOR FLUORESCENT PAF PONDER ACTUATED GH TITLE SHEET - _ �,=n let Tri j`t C IC1JS ACM ALUMINUM COMPOSITE FR FRAME/ FITTING FASTENER G1.2 RESPONSIBIL "h ITY SCHEDULE ILF,t t .'l LI PANEL ROOM PLUMB PLUMBING r A/C AIR CONDITIONING F.R.P. FIBERGLASS PLYND PLYWOOD a1.3 GENERAL NOTES, DOOR AND FINISH SCHEDULES i _ 11215 METROPARKWAY ADA AMERICANS WITH REINFORCED PR PAIR G1.4 SITE PLAN 1flN 3 21)17 FT. MYERS, FL. 33966 DISABILITIES ACT PLASTIC PROD PROJECT AD.I D1??,Ct EMOLITION / LEASE PLAN _ A.F.F. ABOVE FINISH FLOOR F.R.T. FIRE RETARDANT P.S.I. POUNDS PER SQUARECf10n" ' AOf IA AMERICAN INSTITUTE TREATED INCH AD.2 REFLECTED CEILING DEMOLITION / LEASE PLAN CITY _ [1{, ikr ■ OF ARCHITECTS FT,(') FEET/FOOT Q.T. QUARRY TILE A1.1 BARRICADE PLAN AND DETAILS IL1III,DiSGDIV NNNUUIN ARCHITECT! ENGINEER: ALUM ALUMINUM GA GAUGE R RELOCATED ANSI AMERICAN NATIONAL G.C. GENERAL RAD RADIUS A2.1 CONSTRUCTION PLAN ✓ R.G.P. REFLECTED CEILING A3.1 REFLECTED CEILING / LIGHTING PLAN E STANDARDS CONTRACTOR ° INSTITUTE GYP.BD. GYPSUM BOARD PLAN ASHRAE AMERICAN SOCIETY H HIGH R.D. ROOF DRAIN A5.1 FINISH PLAN , 0 0 n OF HEATING, H.B. HOSE BIBB REF REFERENCE A(9. FIXTURE PLANU1 s s 1 L REFRIGERATION & HDWR HARDWARE REQ D REQUIRED Al. INTERIOR ELEVATIONS mA8,1 STOREFRONT PLAN AND ELEVATION m m o 3 0 AIR CONDITIONING 1-IGT HEIGHT REV REVISION(5) N m ENGINEERS H.M. HOLLOW METAL REVISED 1I"I'IAAS,ASSOC H I N T N UARESSOC ASSOCIATION HORIZ HORIZONTAL RM ROOM A8.2 STOREFRONT SECTIONS - 3 ASTM AMERICAN SOCIETY HR HOUR R.O. ROUGH OPENING co FOR TESTING 8 HRO HORIZONTAL ROUGH R.T.U. ROOF TOP UNIT 48.3 STOREFRONT DETAILS >. L MATERIALS OPENING S SOUTH STORE # 5017 A8.4 STOREFRONT DETAILS ATTN ATTENTION HVAC HEATING, SAI SHREMSHOCK B- BASE VENTILATING, AIR ARCITECTS, INC. A9.I INTERIOR SECTIONS AND DETAILS H BLDG BUILDING CONDITIONING SAN SANITARY Ac1.2 INTERIOR SECTIONS AND DETAILS t4 BLK(G) BLOCK(ING) IN,(") INCH S.C. SOLID CORE 9330 SW WASHINGTON SQUARE RD A11.3 INTERIOR SECTIONS AND DETAILS BM BEAM INC. INCORPORATED SCH SCHEDULE o BMPR. BUMPER INSU L INSULATION, SHT SHEET SPACE #W11 A9.4 CASNWRAP / BACKWRAP DETAILS co 7t S.O. BOTTOM OF INSULATED SIM SIMILAR A10.1 FITTING ROOM DETAILS co B.O.C.A. BUILDING OFFICIALS INT INTERIOR SPEC SPECIFICATION(S) 2 .0 CODE L LONG SQ SQUAREA10.2 FITTING ROOM DETAILS T ADMINISTRATORS LAM LAMINATE S.S. STAINLESS STEEL TIGARD OR 97223 411.1 CONSTRUCTION DETAILS W ›:: EN BACKWRAP LAV LAVATORY STD STANDARD 1 n CAB CABINET LB. POUND STL STEEL A11.2 FRAMING DETAILS U CARO CARRIAGE LL LANDLORD T.B.D. TO BE DETERMINED A11.3 FRAMING DETAILS CC C m `nr, CENT CENTER TEL TELEPHONE Z u� LN LINEAR A11.4 FRAMING DETAILS �* CFO CERTIFICATE OF MAT'L MATERIAL THK THICK U 0 v OCCUPANCYT.O. TOP OF Al2.1 TRANSITION DETAILS G.G. CORNER GUARD MAX MAXIMUM MDF MEDIUM DENSITY T5 TUBE STEEL A13.) TOILET ROOM DETAILS ai d- CLG CEILING FIBERBOARD TYP TYPICAL OWNER LANDLORD IC C•L.,(C) CENTER LINE MECH MECHANICAL U.B.C. UNIFORM BUILDING CI- ICOIS THE MAGERICI--I COMPANY A14.1 NON-SALES DETAILS til 2 -6 •: CLR CLEAR M.E.P. MECHANICAL, CODE AS.1 SPECIFICATIONS Q �, C.M.U. CONCRETE MASONRY ELECTRICAL, UL UNDERWRITERS 11215 METRO PARKWAY 401 i/�IILSI--IIRE BLVD, SUITE 700 A5.2 SPECIFICATIONS ,c Qo UNIT PLUMBING, LABORATORY FORT MYERS, FL 339�� SANTA MONICA, CA 90401 BULLETIN UPDATE NO. DRAWING ISSUANCE BULLETIN UPDATE NO. DRAWING ISSUANCE o E u� GONG CONCRETE MEZZ. MEZZANINE U.N.O. UNLESS NOTED TOTAL SHEETS: 31 r (o "1- C 0 N S T CONST CONSTRUCTION. MANUF. MANUFACTURER OTHERWISE PROJECT MANAGER KAREN MAYNARD E " Lo C0ONT CONTINUOUS OIk MIL MILLIMETER VAV VARIABLE AIR § 'n CONTINUE MIN MINIMUM VOLUME RICI-i MEYER TEL: G02-953-6526 STRUCTURAL 2 o CONTR CONTRACTOR MIR MIRROR VCT VINYL COMPOSITE THOMAS RANDALL 51.1 STOREFRONT PLAN $ GENERAL NOTESC/3 CT CERAMIC TILE M.S. METAL STUD TILE DESK: 239-274 -4423 CW CASHWRAP MTD MOUNTED VERT VERTICAL CELL: 239-89G-8973 TEL: 503--G39-8800 52.1 STOREFRONT SECTIONS D DEEP MTL METAL V.I.F. VERIFY IN FIELD 53.1 STRUCTURAL CONSTRUCTION DETAILS C20 ETHE ARCHITECT/ENGINEER ASSUMES NO DEPT D EPART M ENTW WIDE RESPONSIBILITY OR LIABILITY FOR THE USE OF D.F. DRINKING FOUNTAIN (N) NEW HI WITH STORE PLANNER CONSULTANTS TOTAL SHEETS: 3 THESE PLANS FOR ANY PROJECT OTHER THAN N NORTH SPECIFICALLY AUTHORIZED BY THEM AND SIGNED DIA QS DIAMETER W/O WITHOUT 1 G I I C ND SEALED FOR SUCH SPECIFIC LOCATION IN THE C ) N.E.G. NATIONAL ELECTRICAL KATE KNOY`LTON SNREMS�IOCK ARO-4ITL-CT�! INC.INI. STATE,PROVINCE OR TERRITORY SHOWN ON THE NC- WAINSCOT DR DOOR/DRIVE CODE DTL DETAIL NEMA NATIONAL ELECTRIC ND WOOD TEL: 239-34G-2212 74MEP SEAL THIS BUILDING USE IS ONLY APPLICABLE IN00 N • CAMPUS RD. STE ISO. AREAS MEETING THE STATED DESIGN CRITERIA. NT WEIGHT E1.0 ELECTRICAL POWER PLAN AND NOTES DWG DRAWING(5) MANUF. ASSOC. NENALBANY OH 43054 PRA DRAWER NEPA NATIONAL FIRE BURCHASING AGENT AMANDA WELLS E2 .0 ELECTRICAL LIGHTING PLAN AND FIXTURE SCHEDULE AND NOTES EA EACH PROTECTION BTI-- YAZVAC E3.0 ELECTRICAL DETAILS AND SYMBOLS ELEV ELEVATION ASSOCIATION TEL: 614-545-4550 x119Craina ELEC ELECTRIC(AL) N.I.C. NOT IN CONTRACT TEL: 239-34G-4823 E4.0 ELECTRICAL PANEL SCHEDULE AND RISER DIAGRAM ENG ENGINEER NO,(#) NUMBER E5.0 ELECTRICAL SPECIFICATIONS EQ EQUAL N.T.S. NOT TO SCALE SNREMSI--IOCK ENGINEERING INC. STORE NO: ETC ETCETERARC!-IITECTURAL PLANNIN�� EB.1 ELECTRICAL SPECIFICATIONS O.C.oCON CENTER 7400 N. CAMPUS RD. STE 150. 5017 EXT EXTERIOR OF! OWNER FURNISHED COORDINATOR E6.0 ENERGY CODE FORMS ExT'G,(F) ITEMEXISJAY!\ E PARKER NEW ALBANY, OI-1 43054 TOTAL SHEETS: PROJECT LOCATION: E.J. EXPANSION N JOINT OH OHIO FC FLOOR COVERING OPP OPPOSITE TEL: 239-34G-8533 DANIEL JESSBERGER GRAND TOTAL: 41 SHEETS F.D. FIELD DETERMINE 05M OWNER SUPPLIED TEL: G14-545-4550 x330 WASHINGTON SQUARE F.E. FIRE EXTINGUISHER MATERIALS CONSTRUCTION COORDINATOR 9330 SW WASHINGTON F.E.C. FIRE EXTINGUISHER OWSJ OPEN WEB STEEL SQUARE ROAD CABINET JOISTS JEANN I E BAJANA TEL: 239-346-8618 SPACE #: W11 TIGARD, OR 97223 ABBREVIATIONS R OWNER I PROJECT DIRECTORY L BULLETIN UPDATE SCHEDULE G DRAWING INDEX C DESIGN TYPE: LINEN AND LACE 1. THIS PROJECT WILL COMPLY WITH LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE AREA CALCULATIONS : SCOPE OF WORK: REQUIREMENTS. Ai.. THIS PROJECT IS THE TENANT REMODEL OF AN EXISTING 'SOMA' SPACE IN AN 2. THRESHOLDS SHALL BE NO HIGHER THAN I/211 ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE ` GROSS AREA ( LEASED) : 2, 953 SQ. FT . EXISTING INTERIOR CENTER BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. '' , REQUIRED BY 'r . a APPLICABLE CODES: 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS, DOOR HARDWARE , 'It.-- s 'ti'" SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 34" TO 44" ABOVE FINISH FLOOR AND • , BUILDING CODE: OREGON STRUCTURAL SPEC. CODE 2014 OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 5 LBS FOR EXTERIOR DOORS. 2 GROSS AREA (CALL . ) : 2� 997 SQ. FT . °u PLUMBING CODE: OREGON PLUMBING SPEC. CODE 2014 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CENTERED AT 60" ABOVE FINISH 'ol_ GROSS SALES : 2� .4;.i0 SO. FT . ELECTRICAL CODE: OREGON ELECTRICAL SPEC. CODE 2014 FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND v4 : . o CONTRASTING COLORS SHALL CONFORM WtITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY ;;a _ + z MECHANICAL CODE: OREGON MECHANICAL SPEC. CODE 2014 REQUIREMENTS. tam) • - -' FORWARD AREA : l r �2� SQ. FT FIRE CODE OREGON FIRE CODE 2014 .�._ 5. PROVIDE ACCESSIBLE MANEUVERING CLEARANCES AT DOORS AS SHOWN ON PLANS AND IN 1-7-7-771( • ,s, � MALL ELECTRICAL GROSS NON - SALES : 537 SQ. FT . ENERGY CODE: OREGON EE SC 2014 •COMPLIANCE WITH ADA AND ICC A117.1. '�. =5 -- --z,• :N. : ROOM PUBLIC RESTROOM '~ • ACCESSIBILITY: CHAPTER 11 2014 OSSC LOCATED ONE 6. ACCESSIBLE DOORS MUST BE A MINIMUM 3'-0" WIDE X 6'-8" HIGH. DISTANCE: 3,0' 1 � E ' • -. . , ,-�- LEVEL DOWN IN SEISMIC CATEGORY: D 7. HOT HATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AND HAVEeigui '( PARKING GARAGE STOREFRONT FRONTAGE: 43 L . F . BUILDING DESCRIPTION: CLEARANCES TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY + �hb 'r r "�,'=~ r,i„:., -_ _+t DISTANCE: CODE REQUIREMENTS. - w -3 " -�S' T`- 3001 USE GROUP: M'1v1ERCANTILE •INDICATES NOREVISIO�VTOTHIS SHEET ■ &Ma i 1. . ESTIMATED S. CASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY •,�W,,. r �'•..'' ' - CONSTRUCTION TYPE: II-B DRAWN BY: JMS CODE REQUIREMENTS. SEE DETAIL SHEET Ac FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. SPACE #W11 .. �. '-L-d' LEVEL 1 OF I _ _ _ • % ,.'i•..: :FIRE RATINGS: CHECKED BY:APS/ELM 9. G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR •�•" " J. S 2-A/10BC WITHIN 75' OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING `. , II " , - L" •• . TENANT SEPARATION WALLS: 1 HR. CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED _; ' �'' t .. •t• :1- -. . ► . NORTH , 1; "!* SALES/NON-SALES WALL: 0 HR. J6D ARS, BY FIRE DEPARTMENT INSPECTOR. � i• ' '-` ' `' t p, '1. •. ,-,. i le�f'•1 �" -, I I f ' ,� ,. ,. .,l, CEILING: 0 HR. (TYPE X CLASS A MATERIALS) t� ,co 10.10. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR ap SPECIAL KNOWLEDGE OR EFFORT. '. . ,� y „ , COLUMNS: 0 HIR. _ o • . h_-- En SERVICE CORRIDOR WALL: 1 HR. QERALD5.S1 RfMSH� ...7N. 1 .f1E OCCUPANT LOAD: L / 4 GENERAL INFORMATION I ACCESSIBILITY P MALL KEY PLAN K AREA CALCULATIONS F SALES AREA: 240/30 = 82 " �),o STOCK AREA 537/300 = 2 ©F 0� TOTAL: 54 WASHINGTON SQUARE ELEVATION REFERENCE ® CODED NOTE ( tt ) 9555 SW WASHINGTON SQUARE ROAD • I' EGRESS: PORTLAND, OR 97223 C� ��p'Y'i�r � EXITS REQUIRED: 2 REVIEWED FOA CO OMPLTANCI3 EXITS PROVIDED: 2 SECTION REFERENCE - x CEILING HEIGHT/FINISH SYMBOL l -u I z,a) Approved:xx.xP-x 12/21/2016 14 MWux:wish B � y OTC: # I PLUMBING FIXTURES: MALI FEMALE UNISEX C.xilec Hair 0 Permit#: *� 4 LAVATORIES: - - 1 (E) DRAWING TITLE: SECTION DETAIL REFERENCE - X FINISH SYMBOL IQ G■r _ _ xx.x Fic7 -whnfofd Address: - _ rr. i't� G • _ WATER CLOSETS: 1 (E) TITLE SHEET Suite _.(, if.1 URINALS: - } ET ENLARGED AREA REFERENCE 0 ROOM NAME I ROOM NAME I 1f - '"'"a" DRINKING FOUNTAINS: NOT REQUIRED Il - J #,Washington Square • sizabte shoppeng mall PUBLIC ACCESS: PROVIDED REVISION SYMBOL A WALL TYPE x ��,; with riming spots OFFICECOPY Metzger SERVICE SINK: NOT REQUIRED DATE ISSUED: � , - INTERIOR/EXTERIOR SIGNAGE AND 2'22'20 16 DOOR IDENT IEIER SPRINKLER PLAN TO BE SUBMITTED ■ UNDER SEPARATE COVER PROJECT NO: A PCC Sylvania s �,:, 160530 N-SALES AREA OF ELEVATION X REFERENCE NCE NORTH STOIRE RE 15ATO R O ANEIVE AUTOMATIC THE FIRE • -riga rd ,\ SPRINKLER SYSTEM AS PER APPROVED FIRE DRAWING NO: PROTECTION PLANS TO BE SUBMITTED CO UNDER SEPARATE COVER COLUMN CENTER LINE 1 G1 . 1 SYMBOLS N LOCATION MAP J NOT USED E CODE INFORMATION A • L - LANDLORD NOTES: L .. LANDLORD NOTES. OWNER: G ." GENERAL CONTRACTOR ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR G .. GENERAL CONTRACTOR ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 0 ... SOMA / OWNER 0 0 CO 0 (f) _ - 1.1.J W w G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS 0 .. SOMA/OWNER CI U.1 UJ w G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS -I I- .__i I- E - EXISTING -I -I 0 ALL BLOCKING TO BE FIRE RETARDANT TREATED E - EXISTING ALL BLOCKING TO BE FIRE RETARDANT C rlico's Z G.C. REQUIRED TO NOTIFY OWNER VI/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING CL .< Z CL G.C. REQUIRED TO NOTIFY OWNER WI IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING 11215 METRO PARKWAY D u) Ili G.C. TO REFER TO OSM FOR CONTACT NAME AND PHONE NUMBER p U) >" PHONE uj G.C. TO REFER TO OSM FOR CONTACT NAME AND NUMBER U) Z CO Z FT. MYERS, FL. 33966 ITEM PROPRIETARY VENDOR / COMMENTS ITEM PROPRIETARY VENDOR / COMMENTS DIVISION 01 -GENERAL REQUIREMENTS DIVISION 12-FURNISHINGS I ARCHITECT/ ENGINEER: • PERMITS, FEES, INSURANCE CERTIFICATES, ETC. G G PERMIT APPLIED FOR BY TENANT / PICKED UP AND PAID FOR BY TENANT G.C. FURNITURE / FIXTURES AND HARDWARE 0 G 2,5 E E BARRICADE, PHASING PARTITIONS AND DOORS 0 0 CASI-1WRAP / BACKWRAP 0 G 2,5 OWNER TO PROVIDE BASE. G.C. TO SECURE TIGHT TO FLOOR. 8 :i i 1 -§ BARRICADE GRAPHICS 0 G LANDLORD APPROVAL REQUIRED. REFER TO SHEET AI.I FITTING ROOM DOORS, FRAME AND 1-1ARDIA1ARE E/O E/G 2,5 U o o .1 .1 1 I F. 2 BANNER GRAPHICS 0 G LANDLORD APPROVAL REQUIRED. REFER TO SHEET AI.1 FITTING ROOM BENCH 0 G 2,5 "2 i 7:4...T.1.1.6.•':'7 7 7\ :7'71'7'7 ' - FITTING ROOM ACCESSORIES 0 G 2,5 c o co ca -i .2 3 .5.. 3 RECEIVING AND UNLOADING OWNER SUPPLIED MATERIALS G G 2 PROVIDE LABOR DURING CONSTRUCTION AND AT END OF PROJECT PREFABRICATED DISPLAY WALL SYSTEMS (SALES AREA) 0 G 2,5 REFER TO DETAILS AND MANUFACTURER'S DRAWINGS FINAL PROFESSIONAL CLEANUP AND TRASH REMOVAL G G INCLUDE 3 MAJOR GLEANINGS IN SID (PUNCH, TURNOVER AND OPENING) BANNER HANGING SYSTEM (SPIDER TRACK) 0 G 2,5 G.C. TO PROVIDE BLOCKING - REFER TO PLANS I 3 E FINAL JOB SITE PLANS 0 G INCLUDE 6' 4) PLAN TUBE. REFER TO DETAIL C/14.1 - G.C. TO PROVIDE CLEAN JOBSITE REDLINED AS-BUILT IN TUBE. ::.: : .:. ,..4. , ,:-...: . .:.....:.... . A',.: ,;:-:,,,,.:, . „,\. ..-.414..-. ,-.., .,..:....:1 I. 4 4 .11.II1I"Z.R. '..2, .....,.,.:1,6 e. .... ..2 VI) CERTIFICATE OF OCCUPANCY 0 G POSTED IN 8 1/2 X 11 FRAME OVER ELECTRICAL LIGHT SWITCH IN 501-1 +1,E-L•1041 :i...., :.:.:, : . .•- .--• - = =- = = 4 A t Kber-elki-fel-so,c,Te „ ,., •:r 5-T-. 00mikobr-emiklite*E-7:. . _I/4 /.„-.7..:.. ,. .:-.Z ,.. " ... 2 Lo D (-I -4- I DIVISION 02-EXISTING CONDITIONS a a 0 5.1 DEMOLITION AND HAUL OFF 0 G REFER TO DEMO SHEET. COORDINATE WITH LANDLORD. DEMO TO BE COMPLETED BY END OF WEEK #1 CURTAINS, TRACKS, HARDWARE AND TIEBACKS 0/G 0 2,5 G.C. TO SUPPLY FASTENERS FOR TRACK AND TIE BACK LIU c co DIVISION 13-SPECIAL CONSTRUCTION-(NOT USED) CC 6 < c g s DIVISION 03-CONCRETE DIVISION 14!DIVISION 20-(NOT USED) c, -Z CONCRETE SLAB / INFILL E - I G.C. TO PERFORM MOISTURE TEST (REFER TO PLANS 4 SPECIFICATIONS) DIVISION 21-FIRE SUPPRESSION SPRINKLER SYSTEMS/DIVISION 22-PLUMBING!DIVISION 23-HVAC I cr) -5 0 Q) - 0 :1-, ai -rt CONCRETE SLAB PATCHING, LEVELING AND CUTTING G G CREATE SMOOTH LEVEL SURFACE. SPRINKLER STUB E - I it) .! : 4- ( -d SPRINKLER MAIN E - I S DIVISION 04-(NOT USED) SPRINKLER GRID E - I 0 E so .c as "zt DIVISION 05-METALS SPRINKLER MODIFICATIONS E - (6) ...- 11,111%. r I :NA.71;\ 71i.-7/..;:irr..r. ,•__ r.. 1./r //V II Alf.1, 1716,1C PLUMBING STUBS ( SAN., DCN, VENT) E - -C Q ZO-- ,:t - STRUCTURAL AND LIGHT GAUGE METAL FRAMING 0 a PLUMBING WORK AND FIXTURES/APPURTENANCES REQUIRED FOR ROUGH-IN E _ TENANT SEPARATION WALL STUDS E E PLUMBING FIXTURES E - • 02016 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANN'PROJECT OTHER THAN WATER METER E - SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE DIVISION 06-WOODS,PLASTICS AND COMPOSITES MECHANICAL EQUIPMENT E - I SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. ROUGH FRAMING, BLOCKING AND FURRING G a REFER TO PLANS AND DETAILS FOR LOCATION AND HEIGHT r.t ft It'7'.,C7 - I FINISH CARPENTRY G/O G REFER TO ARCHITECTURAL FINISH PLANS AND ELEVATIONS ALL DUCTWORK (LOV1 AND MEDIUM PRESSURE,FLEXIBLE DUCT, ETC.) E/G G I EXISTING DUCTWORK AS NECESSARY TO MAKE CONNECTION TO ANY RELOCATED AIR DEVICES era/M/0i' AIR DEVICES - DIFFUSERS GRILLES AND BAFFLES E/G G I GENERAL CONTRACTOR TO RELOCATE AIR DEVICES AS INDICATED ON ARCHITECTURAL PLAN DIVISION 07-THERMAL AND MOISTURE PROTECTION 771 7..* ! ‘•"rt.! I 1//...L. Of. /II irk II I i 7 r STORE NO: 4104641;461r.:7 ..:11P'''7 ''!7' 7 7' ': y7 - - 1,117'''77 '11 'N:. . . . .. . . . ,. L. L . . .7!1' 7-'7-' MANUAL. BALANCING DAMPER E - 5017 ...._ ,,,_ „ _,..„ ... _ . ... HVAC PIPING / REFRIGERANT LINES E - PROJECT LOCATION: rookoogio-iiw-7-.7:7 .' N.14.10440•TIC:! - '' 7 7.Alii4.0.1..1406•T•Iiiii2 '!. '7 7 7 7 'WE llh' 7 7'7 7 7' 10,166•00461' 77 7-77,144.440611r7 OUTSIDE AIR ACCESS AND DUCTWORK e - WASHINGTON SQUARE ROOFING PENETRATIONS AND FLASHINGS E - COORDINATE WITH LL AND WS REQUIRED ROOFER. EXISTING TO 5E MODIFIED. REFER TO MECHANICAL DRAWINGS. fzELirr Atri A.CCE:LC AND DUCT1...mt.t A a .4,E# crr 6003.440K1044*L...6€11111 ,..., ,,•er...e,or,rr,1,-ie 9330 SW WASHINGTON SQUARE ROAD - FIRE PROOFING / STOPPING G G G.C. TO VERIFY EXISTING CONDITIONS I WEEK PRIOR TO START II :/:41 : I ,I .:I'..7I/:1"1\14"../t i I SPACE #: Wil SEALANTS AND CAULKING 0 a FIRE CAULKING - PER LOCAL CODE DUCT SMOKE DETECTORS E - TIGARD, OR 97223 7i:7'"7'r• .-'.'-77 - - 77777 VP' 1,7 77'7'7'7":--7. -1.0140 0 J•Li -.6..:.. ..:,. z.itef#... .- -:. .: saFf @Mkt."fie 0 01#1••4 2 El 6 M k't ,r, .-.. : DESIGN TYPE: LII:IIT I.II IVT i J. TA;\ 1 a LINEN AND LACE DIVISION 08-OPENINGS TEmPERATURE CON-I-ROL SYsTEm E - I GC SHALL RELOCATE EXISTING THERMOSTAT, SENSOR, CARBON DIOXIDE SENSOR OR OTHER CONTROL DEVICE TO NEW LOCATION AS INDICATED ON ELECTRICAL PLAN METAL DOORS, FRAMES AND HARDWARE E/G E/G REFER TO DOOR SCHEDULE TOILET EXHAUST FAN E - REVISIONS: ACCESS PANELS E E/G 5 PROVIDE PER LOCATIONS ON PLAN AND AS REQUIRED BY LANDLORD OR INSPECTOR'S REQUEST (REFER TO SPECIFICATIONS) TOILET EXHAUST DUCTWORK AND ROOF CAP E - REQUIRED BY: STOREFRONT GLAZING SYSTEM a G 5 G.C. TO BID. REFER TO SPECIFICATIONS FOR SOMA STORES • J. Z 4_, 4 11/11 I.11T U.7 : / As rrs 55.or• a.,. .. .V.9.,•,.. 1 'fi:11,.41. 1 1411_!!!I: VIP/lelt#10(//W:II I I f#4'.1/144.41-. 171.1111%64 FM 111/.1::14. RErORT Duc TI 1E I ILO( or FINA,L 14-11: VI WV/ II1V I/."X 1 LOCK CORES (EXTERIOR AND INTERIOR DOORS) 0 G 5 COORD. WITH VENDOR. SECURITY SOLUTIONS - KELLE FREELS (888-541-1300) DIVISION 24/DIVISION 25-(NOT USED) STOREFRONT ENTRY DOORS AND 1-IARDV/ARE 0/0 G 5 DECORATIVE PULLS BY OWNER DIVISION 26-ELECTRICAL/DIVISION 27-COMMUNICATIONS/DIVISION 28-ELECTRONIC SAFETY AND SECURITY MAIN SWITCH / OVERCURRENT PROTECTION IN LANDLORDS ELECTRICAL E/G E/G I GC TO PROVIDE IOOA FUSES IN EXISTING LL IOOA DISCONNECT SW. ROOM DIVISION 09-FINISHES TENANT ELECTRICAL METER E - 1,7 CEILINGS E/G E/G REFER TO FINISH SCHEDULE MAIN SERVICE CONDUIT E - I PAINT 0 a REFER TO FINISH SCHEDULE. G.C. TO PROVIDE AND LEAVE I FRESH GALLON OF EACH SPECIFIED PAINT . MAIN SERVICE WIRING E _ WALL COVERING 0 G 2 REFER TO FINISH SCHEDULE FLOORING E/G/O E/G 2 REFER TO FINISH SCHEDULE TELEPHONE CONDUIT AND PULL STRING TO SPACE E - 1 •INDICATES NO REVISION TO THIS SHEET WALL SASE E/G/0 E/G 2 REFER TO FINISH SCHEDULE TELEPHONE CONDUIT AND PULL STRING FROM STUB TO BOARD E - - WALL TRIMS 0 0 2 REFER TO FINISH SCHEDULE DFtAWN BY: JMS TELEPHONE WIRE FROM LANDLORD ROOM TO TENANT BOARD E - CHECKED BY: APS/ELM ''' '7 - r 7111P:77. 77 7'. '''T EXISTING (I) 208/120V, IOOA MCB 54 SPACE PANELBOARD. GC TO PROVIDE BREAKERS AS SCHEDULED. (2) FUSED DISC. SN'S FOR HVAC. GC TO PROVIDE FUSES AS TENANT ELECTRICAL PANELS E/G E/G SCHEDULED GYPSUM BOARD, TENANT SEPARATION PARTITIONS E/G G REFER TO PARTITION LEGEND ON A2.1. (V.I.F.) TENANT ELECTRICAL TRANSFORMERS E E/G EXISTING 30KVA TRANSFORMER. GC TO BALANCE LOAD TO SPECIFIED TOLERANCES SOD ARCY, GYPSUM BOARD 0 a LEVEL 4 FINISH HVAC POWER CONNECTION AND DISCONNECT E/G E/G EXISTING FUSED DISCONNECT SW'S, GC TO PROVIDE FUSES AS SCHEDULED DENS-SHIELD TILE BACKER 0 G MALL FLOORING 0 G OBTAIN FROM MALL OPERATIONS (COORDINATE WITH LL PRIOR TO BID) CONDUIT, WIRING AND DEVICES G G GERALD S.SHRETASHO 2..,,,t7 j: i-xs.: . FLOOR TRANSITION STRIP E/G E/G REFER TO PLANS LIGHTING FIXTURES / LAMPS E/O E/G 2,6 CORNER GUARDS 0 G INSTALL ON ALL OUTSIDE CORNERS IN BOH LIGHTING AND SIGNAGE CONTROLS E/G E/G % • ICS OF CA REVEALS G G TO BE FLUSH WITH ADJACENT FINISHES TELEPHONE PANEL E - 7 ANTI-FATIGUE MAT 0 G 2 AT CASI-IVIRAP TELEPHONE AND DATA CONDUIT E/0 E/G -PO4affit,• I 17:1 i 1 A Ai Y AiN T 7 .., .:It TELEPHONE AND DATA CABLING 0 G CAT 5E IS REQUIRED FOR TELEPHONE AND DATA CABLING MIRRORS 0/0 G 2 REFER TO FINISH SCHEDULE DRAI(C mE-r L I. .7 I, .:;._ III AEA -N: Ilk: Il I MI SOUND SYSTEM WIRING E - SPEAKERS AND BACK BOXES E - 12/21/2016 DIVISION 10-SPECIALTIES FIRE ALARM SYSTEM E E/G GC TO VERIFY ALL EXISTING DEVICES ARE OPERATIONAL. AND INTERCONNECTED TO MALLS FIRE ALARM SYSTEM. ALL CONNECTIONS BY LANDLORD APPROVED FIRE DRAWING TITLE: ALARM CONTRACTOR. STOREFRONT SIGNAGE 0 0 G.C. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION / REFER TO APPROVED SIGN SHOP DRAWINGS RESPONSIBILITY SHOPPER TRACK CONDUIT AND WIRING G 0/0 GENERAL CONTRACTOR TO FURNISH AND INSTALL CONDUIT. CAT 5E WIRING AND PUNCHDOVIN BLOCK - EQUIPMENT FURNISHED AND INSTALLED BY OWNER STOREFRONT GLAZING CLIPS 0 a HI-TECH GLAZING SUPPLIES, I 1/2' DIAMETER GM-GC112BN. G.C. TO ADD THIN LAYER OF SILICONE BETWEEN CLIP AND GLAZING ON BOTH SIDES OF WINDOW SCHEDULE _ RFID CONDUIT AND WIRING E GENERAL CONTRACTOR TO FURNISH AND INSTALL CONDUIT, CAT 5E CABLE AND BLANK WHITE COVER PLATES. LEAVE 5 FT. OF CABLE LABELED AND NEATLY BUNDLED AT STOCKROOM TERMINATION OF EACH CABLE CL,JDA . .;i. ; ;.... -7:iilik94010i14 ;L.;.7.:/.11.7. /1 Ai IkliNWIA1 L. L1 I .:.-II.:1 h :7:1-411 1: . Pm;/.:::: .-..- .:\L I t.\I I.:r-iv, W..; CLOSED CIRCUIT SECURITY SYSTEM EQUIPMENT 0 0 CAMERA RELOCATIONS BY OWNER VENDOR SIGNAGE - INTERIOR SIGNS AND GRAPHICS 0 0 2 G.C. TO PROVIDE BLOCKING / REFER TO APPROVED SIGN SHOP DRAWINGS SIGNAGE - ACCESSIBLE, HVAC AND SERVICE DOOR 0 G PER TENANT CRITERIA AND LOCAL CODES CLOSED CIRCUIT SECURITY SYSTEM CONDUIT AND WIRING 0 G REFER TO ELECTRICAL DRAWINGS. CONDUIT REQUIRED DATE ISSUED: BLOCKING FOR SIGNAGE 0 0 BUZZER SYSTEM e E/G REFER TO ELECTRICAL DRAWINGS, CONDUIT REQUIRED, RELOCATE SALVAGED BUZZER AT BACKWRAP. TOILET ROOM ACCESSORIES E/G E/G G.C. TO PROVIDE 4 INSTALL ANY ITEMS NOT EXISTING - REFER TO SHEET A13.1 GENERAL NOTES DEFINITIONS KEyNoTEa. 12/22/2016 1. THIS RESPONSIBILITY MATRIX DELINEATES: 1. SUPPLIED - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD 1. G.C. TO VERIFY EXISTING CONDITION 15 ACCEPTABLE FOR ALL NEW WORK. • OWNER AND LANDLORD SUPPLIED ITEMS TRUCK UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 2. G.C. IS RESPONSIBLE FOR UNLOADING OWNER SUPPLIED CONSTRUCTION ITEMS. G.C. TO COORDINATE "444408.„. ,. 4 .. .:-:I V4.:„. .: - .:,... 1.-erooft I.. ..: • OWNER AND LANDLORD INSTALLED ITEMS 2. INSTALLED - DESCRIBES OPERATIONS AT PROJECT FROM INSPECTION AND SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING PROVIDED BY OWNER. G.C. IS RESPONSIBLE PROJECT NO: • ITEMS TO BE PURCHASED THROUGH DESIGNATED UNLOADING TO COMPLETION IN PLACE, READY FOR INTENDED USE. FOR ANY EXPEDITED SHIPPING COSTS AND PROVIDING LABOR AND EQUIPMENT ITEMS. ALL DELIVERIES oroms-4 or.1 r , ,..t,a,41.3'Ok-.4 ,;,,-.. ,.1.£..:.--:. 7, 1 :7111. I ill"-:IC I I c.:::!'\-7r. : 7! 7 1:. :::IIII ET 17'.1/ 1'"7 j NATIONAL SUPPLIER REQUIRED TO HAVE LIFT GATES BY CI-11C05. 160530 EXISTING LANDLORD WORK TO BE VERIFIED BY G.G. 3. G.C. REQUIRED TO PURCHASE FROM SPECIFIED VENDOR AND RESPONSIBLE FOR COORDINATION AND 1/1\lt.rortr, _ _.r.i../.__"ti' I/ \ r Q/..4,;:- T. . I I t ri.::-7 r . :Ir.: 7 I. I. 2. SEE M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION DELIVERY ..1 j 3. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE 4. G.C. TO PROVIDE CONDUIT AND J-BOXES AS REQUIRED - REFER TO ELECTRICAL DRAWINGS. - . DOCUMENTS ARE ARE PERMITTED, U.N.O. t APPROVED BY THE OWNER. 5. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE ARE PERMITTED, U.N.O. DRAWING NO: FIRE EXTINGUISHER(S) I E/0 E/G AS PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL (2-A OR 2-A/IO BC) 4. SEE ARCHITECTURAL SPECIFICATION SHEET FOR ADDITIONAL INFO - d APPROVED BY THE OWNER. ANY DISCREPANCIES ARE TO BE BROUGHT UP TO CHICO'S P.M. PRIOR TO 6. G.C. IS REQUIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED MATERIAL, FIXTURES I HARDWARE INSTALL IMMEDIATELY UPON RECEIPT 4 REPORT DAMAGES, IMPERFECTIONS OR MISSING ITEMS WITHIN 24 HOURS OF RECEIPT - FAILURE TO DO SO CAN RESULT IN BACKCHARGE FOR REPAIR OR REPLACEMENT 7. UTILITY SET-UP BY G.C. REQUIRED TO BE COMPLETED BY WEEK I OF POSSESSION. ALL UTILITIES G1 . 2 INCLUDING GAS MUST BE TURNED ON PRIOR TO C.O. RESPONSIBILITY SCHEDULE A _ . REGULATIONS 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODE SUPPLIED INSTALLED MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES OWNER: I. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE b. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS IN COMPLIANCE WITH LOCAL CODE. AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL - 2. BEFORE COMMENCING WITH THE WORK, THE G.C. SHALL SHOW EVIDENCE OF ALL THE INSURANCE DRAWINGS AND ENGINEERING DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. NOTE: G = GENERAL CONTRACTOR AND 0 = SOMA / OWNER C h I CD'S 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 B. 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. ARE TO FACE GYPSUM BOARDNISH GYP. SD. ROOMS AND HALLWAY/CORRIDOR AS REQUIRED BY CODE FT. MYERS, FL. 33966 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN .IAREA, FITTING - _ - - FACE OF UNLESS OTHERWISE NOTED OR DETAILED. CABINET OPENING DIMENSIONS CLG-1 G G GYPSUM BOARD N/A 5/8" SUSPENDED GYPSUM BOARD SALES FLOOR, LOUNGE IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERSBY. q. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS T✓_rC \giUy'�1 1L- L \��v7nn Itw CJ ?^ 11L I I Y u'�'L'' Y Ie��u ;,L i%(✓:fG TSL JI ✓TSI 1, L•1 ••IJ„I], ,� ::; IITE ILC, I II IL 11.111 @L I.AII It LA:/,: I AND CONFIRM WORK 15 BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE C, llD _\'CTS 1 ( `."" ,�' , �„•" " -J " ' 6. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. _ vJ- -- . b. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST IMMEDIATELY REPORTED TO THE ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE 4V I uNL _ _ .11;:.,G• Y I'r rRC____ Ln "FCC L! I ._.\-.L,.;!.. Ill Illi' TILE. �:f TL;, , �IT,1"% ARCHITECT/ ENGINEER: SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. OF ANY WORK IN QUESTION. Si,�, a \`"l�/.�I V� i'!/'�Ill�;it Gi!l3 �'/�T DP 1 I � _ r_,�, 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 �" * 11� - :> �I,• 1 ,•1 1.1111-I r_ LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES FIELD. ACOUSTICAL 2'X4' TO REMAIN. REFER TO , , 5' E AND ORDINANCES. 11. OWNERS REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. CLG-4 - - N/A G.C. TO REPAIR/REPLACE EXISTING TILES 4 GRID AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION U 8 8. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. TILE SHEET A3.1 8 8 9. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS BUILDING ENVELOPE EXISTING GYP. BD. CEILING TO , I Y Y DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 1. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT. CLG-5 - - GYPSUM BOARD N/A G.C. TO PATCH/REPAIR AS REQUIRED TO ACHIEVE LIKE-NEW CONDITION, AS REQUIRED. V.I.F. 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE REMAIN. REFER TO SHEET A3.1 N JOB SITE OPERATIONS SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. PAINT m m 3 1. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON 0 .c N AND NEIGHBORING TENANTS. BOTH SIDES OF CROSSING / PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION. P-1A G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI-04 REGAL SELECT INTERIOR ACRYLIC LATEX: EGGSHELL ui -, 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE ., r COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND LANDLORD PRIOR TO CUTTING/ CORING. P-1B G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI-04 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI-GLOSS M -2 '5 MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS F SHALL BE REMOVED FROM THE SITE PROMPTLY. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL P-1C G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI-04 REGAL SELECT INTERIOR ACRYLIC LATEX: FLAT AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND (St) BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS T IZ G r,\III"1 C z;IJ/l. l;;{ :E JCC©FA r�l.e : ,1 .'T.. r. C>r IJA CI!,\Gs. r L,\T 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. e CONDITION, U.N.O. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. P-2A G G PAINT BENJAMIN MOORE ELMIRA HC-84 REGAL SELECT INTERIOR ACRYLIC LATEX: EGGSHELLco 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.N.O. P-2B G G PAINT BENJAMIN MOORE ELMIRA HC-54 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI-GLOSS I MATERIALS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE O 1, WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS : Z11®9 rI1dIJ6; .;,:4_:J,! TO 11AT.:,1 LL; ;;;:,-, UJ c OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE ` �" a ' '"'�' "-�• ,,-,1 II,a , ,""'�'- 4I Y III., ''� �•' "''i'itY. 'I� u,'�''„"-• �` ` l-'-- 0 NOT IN CONTRACT, THE G.C. SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. , CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING t., 3A Ci{,�T i;EtIJnMIPI mom: ICIGLG CC L iICGAL CELEGT iPITERICR ACRYLIC LATEX ECC EI IELA U 2, G.G. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO PROVIDE A CC " QTIMELY ARRIVAL OF ALL MATERIALS EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE U)DRAWINGS AND SPECIFICATIONS, FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE tD PROJECT (OWNER-PROVIDED OR OTHERWISE). G.C. SHALL NOTIFY OWNER'S REPRESENTATIVE IN P-3B G G PAINT BENJAMIN MOORE ICICLE OC-60 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI-GLOSS Z WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF THOSE ITEMS THAT MAY CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. o 0 NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT PROVIDED TO THE OWNER'S r I,", C 7\\1117 2:1 IJ,\11'1111 ?ltt^l CT, C L,\\CX 1117, It :IrT%1Nrt! ,;..'I'v` -.,r,CI4G1.L I2til _. m v REPRESENTATIVE, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF IS C C ,',I1 Or DCII ,\11111 1 I3)!•r,\SIC ,=ll4 Ix IJ 1117111111:))7, .>I�C. 3G1 11 L;1C co ADDITIONAL COST TO OWNER. WORK. IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD i -6 44 3, CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS 50 A5 NOT TO CREATE A VERIFICATION THE GENERAL CONTRACTOR 15 TO CONTACT OWNER'S REPRESENTATIVE VIA PHONE NO SUBSTITUTIONS ALLOWED. REFER TO SHEET AS.2 FOR PAINTING AND PRIMER SPECIFICATIONS. PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR Q CC - HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME (OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER DISCREPANCY HAS BEEN FINISH SYSTEMS SPECIFIED. IF ADDITIONAL INFORMATION IS REQUIRED / NEEDED CONTACT BENJAMIN MOORE ACCOUNT REP PAUL BALLAS AT 201.949.69340 SHALL BE PERMITTED. IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C. FOR ANY WORK DONE 0 E U) 4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE ANY OWNER REGARDING THAT MATTER. WALL COVERING (d() CO c. FURNISHED ITEMS (OFI) SUPPLIED AND DELIVERED TO THE JOBSITE, OR OTHER AGREED UPON VINYL WALL E a§ to0 LOCATION, AND FORWARD THE RECEIVING DOCUMENT(S) TO THE OWNER WC-1 O G ASTECK #45590 "SHADOWS ON THE WALL" ADHESIVE SUPPLIED BY G.C. AS PER MANUFACTURERS SPECIFICATIONS N v 5. THE CONTRACTOR SHALL LEAVE WITH COVERINGS o . STORE MANAGER ONE (1) GALLON OF PAINT OF EACH COLOR o : FOR FUTURE TOUCH-UP WORK. I 1111;711 i".41-:,LLir= 2-.:L:Felr,,/JI/ C. Ii',;" 6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, -fir I _ V 1 1 \11 '72T\1 I� ,1 \ `r �,�� 1� •7p J I,.�� u •`� 1 \, ,, d ;4_ ) ,_„dam LI\II4I�IIV ViY1 11V Y4 i l u ii. ✓. I L It U.N.O. AND APPROVED BY OWNER, (ciao , - r c r��jr iS'LMal�i rt1 7 .. .- _ . ' 7. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT II/711 47: .\I ID '"3&v ;1\'IPNi 02016 THE ARCHITECT/ENGINEER ASSUMES NO EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR THESE PLA RESPONSIBILITY OR NYPROJECTOTLIABILITY FOR ERT OFN THESE PLANS FOR ANY PROJECT OTHER THAN 8. G.C. RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR DELIVERY INCLUDING, FLOORING SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED R SUCH SPERC LOCATION IN THE RETURN OF ANY EXCESS MATERIALS STAT ROVINCE OR PTORY SHOVINONTHE DRAWINGS FC-IA O G VINYL STRIP CENTIVA LIMED OAK WP-3309-ENG 3"x18" SALES $ FITTING ROOM LOUNGE -- HERRINGBONE PATTERN. INSTALLED BY G.C. AS PER SEAL.THIS BUILOWGUSE ISONLY APPLICABLE IN PRECUT PIECES MANUFACTURER'S SPECIFICATIONS. AREAS MEETING THE STATED DESIGN CRITERIA ■ 1. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING '� „ "' II,L 1'11' '_1.:.-11\1 " �I6� �I \< ter CCO� CLIC 7 c 1 l_Irl�n 1 7�i2 QM P I IIrJCOt^I T11Rcc�I9_DO. IrIGTALLC>✓ E1'" C,.3 �C 7:7 r1 "�T1"1=�'C RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. „ FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, ..�I-,I �� Corbina MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS I1n nnl,Innn AT C �l\ CTl ,rfiari'C \CI T►iifll`.1C pF Il + I_ t.l_ Hi -5 xIn t� w 1 I1 tv, uy11 i_v I c r� }<I Y+�r�vvz rr.l I CRIv. >i•�.Lim vC •iL)rrL.ICL MI'ILJ II I ':•14-LMU D 2. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL r„,Q1, �'R '! r' , ' �1 :� P h��1,1f f�•IfTl i � �d rTl It.- STORE NO: BE BROUGHT TO THE OWNER'S ATTENTION (VERBALLY 4 DOCUMENTED IN WRITING) BEFORE IJ A nnt,<It" 5017 PROCEEDING WITH WORK. C�1% CI►\T� >tl 7It.Clli\.II IC 'i ' r;r` .1 ' � IIvl�1 1 riJ i vIwUvvv I riJf< {y1IJLUJ. J- 1C IVC ,vrrL.ICU HIVU IIv�I0.11...L..CU L l l./.t.... Ke rc.rt. e_ ^ /11. f1 T"1 i")�rF r(".-i,ia ��i�11rM1 Y1 1(' iLe,- ,i •/,Y'I' ,, 3, SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS �T • �I�,Ir rs =_ ,, _ • THE OWNER'S REPRESENTATIVE SHALL BE INFORMED (VERBALLY 4 DOCUMENTED IN WRITING) OF PROJECT LOCATION: THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER'S REPRESENTATIVE SHALL PROVIDE FC-6 0 G CARPET MASLAND BLACK' 702VA-84680 FITTING ROOMS. G.C. TO PROVIDE PAD (TREDMOR 2568 BLACK CARPET PAD) .4 ADHESIVE AND WASHINGTON SQUARE DIRECTION AS TO HOW TO PROCEED. INSTALL PER MANUFACTURER'S SPECIFICATIONS. DIRECT GLUE DOWN. 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION, NOTIFY Tff� ,LCM SOLVED 1/272. COL;G1-: SALE" rl T rill ■\, I 711 :el. I. i J,'1.1 F'r1 1:::://,'.&••44+•11/ II T \V►\TION ;\(C 7:7. 9330 SW WASHINGTON OWNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. '"6 T C �, C,\ti ;"'2T J ; J II;, 1a1 /..44.Q F _ �� , 1{: .:, -�,\T .,\I1;:',\ ` , Sup ,\, API 4, PA\-CT ►ti �I I . SQUARE ROAD r< . r, .�, rl ,u„.1 1 „ r � 1 r �„ �, _..... , �� „ � _ . . . , „ , -., ,,, , „, _ „ , �, . , , ,._. �, SPACE #: W11 +� +4.411 1.4 44.1 .4! I Iri,VIJV hl.I L41...3..1� CL.:-.J_ TIGARD, OR 97223 GENERAL NOTES L �: IC ► 1,\L,. Ii I . Ttrinr.slr' CII�.< (IAIrT r.:1 IIIL i I l.'l \'1.N� DESIGN TYPE: DOOR INFORMATION FRAME INFORMATION ' 'qq�^„.4T-1 1 .^,_,Il�r/, C.,-,.,11 . ►1 ,► I II_ ,i "_ L.11:_ Ni LI L: i Inx I IIli I . I1'I :r1U�'LI1. �"L111{ I LI_. LINEN AND LACE '^/' ' /' - - I�11� 1_ ; ' "� I„1' T 1�'I.- i� IgEc.CLL-41 II•'� S��I,,/ ,.,_, „ ,il-L.I•ILIII I 1-, ,l- Inl„ 1 LLr I-�4., b 1h- ,',LI HL"„1,1r IL L+�•[ 11,I I..L.� �l_L �, �� I �.- -tl l�,_.L. , IV , I I y 4-, L, II „1 MARK LOCATION NOMINAL SIZE MATERIAL FINISH MATERIAL FINISH FIRE NEAR/JAMB NDWR NOTES ^ _-r ' I REVISIONS: RATING DETAIL SII ' ' I7:1i av;< /a ;uc'►I7Zr fX VIII, .17....:.:.vT. t,VII; ,:fIIIC &i,.v;: ,v;:C,v III rrw�:;T :I T7:IC/,L r� ��ts C�� I^I1 1 ." �'�CTr.1lIC I/"� � ��`��` , ., PR. 3'-O"W. x B/A8,4 I o r . ], - \� G LeiREQUIRED BY: 101 ENTRY 9,_10"H x 1/2" TEMP. GLASS - ALUM. 760 BLACK - E/A8 3 A REFER TO SHEET AS.1. CLEAR TEMPERED GLASS FC-16 G G - - MALL MATCH FLOORING AT STOREFRONT LEASE LINE TO STOREFRONT ID SALES / 3'-0"W. x 7'-0"H. x P-2B SALES/ P-2B S/A5.1 102 HALLWAY i 3/4" HOLLOW METAL P-18 HOLLOW METAL SALES/P-1B - SIM. B NO KICKSTANDS ALLOWED •� ^r"P ICC 1 ( � I DXTIIIF, . 1._ TE 6101 ; ",A \ //T .\r1 \fi, CCI IC'1CT TCDC )C.\,ICD NON-SALES NON-SALES 103 (E) FITTING 3'-0"W. x 6'-I"H. x (E) SOLID CORE P-2B (E) WOOD P-2B ••• - p G.G. TO SAND AND SPRAY FINISH (E) DOOR * FRAME AND REPLACE NALL BASE ROOM 1 3/8" WOOD HARDWARE ■ (E) TOILET 3'-0"W. x 71-0"H. x (E) HOLLOW (E) HOLLOW B-1 O G WOOD IDX 5/8"x7" CLEAR POPLAR SALES, FITTING ROOMS # LOUNGE - SCRIBE TO 6" AT HIGH POINT; FINISH AS PER SPECIFICATIONS ON 104 ROOM 1 3/4" METAL P-1B METAL P-18 -- - C G.C. TO PROVIDE ANY MISSING OR DAMAGED HARDWARE SHEET AS.2. MITER AT ALL CUTS, FILL AND POLISH SMOOTH ALL JOINTS 105 (E) HALLWAY / 3'-0"N. x ? -0 H. x (E) HOLLOW P-1B (E) HOLLOW P-1BC NO KICKSTANDS ALLOWED JET ,rI-I COVED) ,1„Iz„ 14 II i n - - L : .. .., +=45'R;,:. ,-,ICI I�KC14� l 014 ALE:, A TOli-E1 't'c:.X.)1 (:;) NON-SALES 1 3/4" METAL METAL { �[ �y p ( y7 �I �'1 _' " ,1/1, , -lI I ,,,,r-,-.1 "7 - . . .. S,Y.,.:..I i .^ 13 /,\1117 TO f,\:1T JC-a Ir VD ,\111 I I 'i JII'C "'I�. : 'AIN/ : LAC► IJ 1 X11 .1 I -,-T, II4 I DAL ,.�,�..e5•,�, ASC 1 IIVJ „-,1-4• I ;,�.�',. I - 1l/ A rCJ, ,I' r , ,/•1I 1 "-II I IVIrr A I r+ IT /T' n"IIA1 ): ,•I,• �••..,YrZ j �VVE Du�1Nv�Ai.,1 .. .,..,. .,,,� NALL TRIMS 3'-0"W. x 7'--0"H. x (E) HOLLOW (E) HOLLOW - G.G. TO PAINT TENANT SIDE P--113 •INDICATES NO REVISION TO THIS SHEET AND MALL SIDE TO MATCH MALL • ,✓ C ,-X - �y l r1,I iJ, I.3 1M�_ �rL ✓' LI ICC 311\31 ;t"l I , r1111.2/,I \C C CY: or 1C1/-1 :,1T �\i.: U J I ;ELT A7.1 • .\1 .1. 107 (E) SERVICE 1 3/4" METAL P-I13 METAL P-115 -- F STANDARDS. T ' T-2 O G WOOD IDX 3/4"x3 1/2" CLEAR POPLAR FITTING ROOM LOUNGE OPENING FACE, STOREFRONT SOFFIT FACE AND FOCAL WALL SOFFIT FACE DRAWN BY: JMS TRIM, FINISH AS PER SPECIFICATIONS ON SHEET A7.1. CHECKED BY: APS/ELM T-3A 0 G WOOD IDX 3/4"x6" CLEAR POPLAR FOCAL WALLS AND FITTING ROOM LOUNGE OPENING BOTTOM AND SIDE TRIM. FINISH AS PER SPECIFICATIONS ON SHEET A7.1 AND A9.2. SOD ARCA.'7 A. INTERIOR ENTRY DOORS -DOORS AND HARDWARE SUPPLIED AND INSTALLED BY G.C. DECORATIVE E. SERVICE DOOR: UNFINISHED DOOR, FRAME 4 HARDWARE - SUPPLIED, INSTALLED ', .;'\, �" ;;, r,-,rl r 5'; ,=,1�� ;43' 4`;, LOCKSET: s . PANNEX #71210FODOF BATTERY POWERED EXIT CONTROL DEVICE WITH OUTSIDE v u Y4VVU U,. r; u, .L , i ,ir's ,,, •r, 1,V r1&.4.as -71.7 -677,7,�L i29Vi1- ��TT�r l , IIIt(J DC T-: r ,. FINISH �\' '-' CCIrICATlord 0:1 I�" \J. PULLS SUPPLIED BY OWNER (U.N.O.) FINISHED BY G.C. T-L X11 F C , �„ C � , , �� HARDWARE: to OVERALL. • ULLS: (2) PR., ROCKWOOD NOIRMETTERIDOOR PULL U532 TYPE 13HD BTB, CTC. 16"/ CONTROL CYLINDER #31bB05A5C2. DEVICE I5 NOT EQUIPPED WITH A DELAYED EGRESS LOCK. T-4 O G WOOD IDX PROFILE CGP 0401-3.00 FITTING ROOM LOUNGE WALL TRIM FINISH AS PER SPECIFICATIONS ON SHEET A7.1. OVERALL HEIGHT 20 #RM3840.32 (INTERIOR) KEY Y D G TOP PIVOT: 1 EACH, DORMA PT-20 CENTER HUNG PATCH FITTING TO MATCH STOREFRONT FINISH ESCUTCHEON WITH PULL #703PLTDIOF GERALD S.ERREMSHOC HINGES: 1 1/2 BOMMER OR EQUAL, 4 1/2"X4 1/2" #BB5004N HEAVY WEIGHT BALL BEARING a 769 (BLACK) W/ PT-21 PIVOT PAIR; t REFER TO E/Aq.2 FOR TRIM PROFILES. ' ,✓76$ 40 LOCKSET: PROVIDE SECURITY SOLUTIONS-"U-CHANGE" REKEYABLE LOCK CYLINDERS #31AK25A5D2 WITH NON-REMOVABLE PIN, FINISH 26D (BOTTOM LOCK) WITH #K205FACTRY SECURITY KEY. COLOR: DURANODIC BRONZE - EACH LEAF CLOSERS: LCN CLOSERS 4000 SERIES INTERIOR MOUNT, FINISH 26D MIRRORS BOTTOM RAIL: 6" HIGH. FINISH TO MATCH STOREFRONT (BLACK FINISH) I !' HCl D STOP CEILING: LOOR: ROCKWOOD #4 1, FINISH 722#489 FINISH 722 EXTERIOR LATCH PROTECTOR: IVES LOCKAGU GUARDISH ', ' II I i11r1/} 7� ,�. I „ - Il�lli I S'r J/-: : :'�""I I I, ,1'✓'IFl - T r �, , r. T" '. -T OF EXTERIOR LATCH IVES #LG10 9 1/2"x2 1/2" FINISH U532D ONE WAY VIEWER: IVES ONE WAY DOOR VIEWER #6988 ADJUSTABLE FROM 1 3/5" TO 2 1/8 � �' T " 'T �1" ^"1(" " DOORSTOP E L G PER PAIR, , n^ 11 THICK DOORS, FINISH 26D. MOUNT AT 60" CLOSERS: NONE FOR INTERIOR MALLS KICKPLATE: ROCKWOOD K1050, HEAVY DUTY 5"X34", FINISH 619 DUST PROOF STRIKES: 2 EACH, ASSA #4NIVRB25P2 US19 FLUSH MOUNTED IN FLOOR. (BLACK POOR IDENTIFICATION SIGN: COORDINATE SIZE AND COLOR WITH MALL OPS. M-2 O G MIRROR 1 PREMIER OVAL MIRROR SALES AREA, FITTING ROOM LOUNGE AND FITTING ROOMS. FINISH) COORDINATE OPEN LOCATION WITH OWNER'S PM (MIN. 90' HOLD OPEN) STOREFRONT FINISHES F. (E) SERVICE DOOR: G.C. TO INSTALL ALL NEW HARDWARE LISTED IN GROUP 'E' PORCELAIN ENTRY PORTAL; CUT AS NEEDED - LATICRETE UNSANDED GROUT - COLOR: #23 - ANTIQUE WHITE B. SALES / HALLWAY DOOR: UNFINISHED DOOR, FRAME $ HARDWARE - SUPPLIED, INSTALLED 5F-1 O G PATTERNED A51 FINN 36 3W LP FINISHED 3/4"x11 3/4" FINISHED BY G.C. C ) WITH I/8" GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT AS REQUIRED AND ENSURE HARDWARE: TILE TILE HAS FACTORY EDGE WHERE EXPOSED - STACKED BOND PATTERN PUSH PLATE: IVES NO: 5200 3.5" X 15", FINISH 619 STOREFRONT FIELD TILE; CUT AS NEEDED - G.C. TO PROVIDE LATICRETE UNSANDED GROUT - COLOR: 12/21/2016 PULL: IVES NO: 5302-6 3.5" X 15", FINISH 619 SF-2 O G PORCELAIN TILE ASI FINN-36N (11 3/4"x23 1/2") #23 - ANTIQUE WHITE WITH 1/8" GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT AS • DOOR STOP: ROCKWOOD #445, FINISH 619 REQUIRED AND ENSURE TILE HAS FACTORY EDGE WHERE EXPOSED - RUNNING BOND PATTERN DRAWING TITLE: SILENCERS: 3 EACH, FINISH 619 HINGES: 1 1/2 PAIR; BOMMER, .4 1/2"X4 1/2", #BB5000 STANDARD WEIGHT, AVERAGE MATCHPOINT - JET BLACK STOREFRONT BORDER TRIM; CUT AS NEEDED - G.C. TO PROVIDE LATICRETE UNSANDED GROUT - GENERAL FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL SF-3A 0 G PORCELAIN TILE ASI UNPOLISHED (11 3/4" X 23 (1/16") COLOR: #22 - MIDNIGHT WITH 1/8" GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT CLOSER: SARGENT MFG. CO. #1431 SERIES, AN51/514NA A156.4 GRADE, FINISH big (INSTALLED OR FORT WHRS SHALL EN OTHE SPACEPERABLE FISOOCCUPIED WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE CUT TO FIT AS REQUIRED AND ENSURE TILE HAS FACTORY EDGE WHERE EXPOSED NOTES, DOOR • NON-SALES SIDE OF DOOR) LATICRETE UNSANDED GROUT - COLOR: #22 - MIDNIGHT WITH 1/8" GROUT JOINT. INSTALL PER AND FINISH KICKPLATE: ROCKWOOD K1050, HEAVY DUTY 8��X34", FINISH 619 5F-38 O G PORCELAIN TILE ASI MATGHPOINT - JET BLACK MANUFACTURER'S SPECS. GC TO CUT AS REQUIRED AND ENSURE TILE HAS FACTORY EDGE WHERE UNPOLISHED (11 3/4" X 23 q/i6") NOTE: EXPOSED SCHEDULES I. G.G. TO PROVIDE ALL FINISH HARDWARE (U.N.O.), NOT SUPPLIED BY OWNER, BUT NOT LIMITED TO, _ J .\ '//�.: Y G.T. . ir1 ILI: C. (E) TOILET ROOM DOOR * HALLWAY/NON-SALES DOOR: EXISTING DOOR TO REMAIN HINGES LOCKSETS CLOSURES STOPS THRESHOLDS SILENCERS WEATHER-STRIPPING CYLINDERS s r�,;; 1` J)� -� �� a „- �, �1-_,._ . ._1 rl TC ,_ 4 ■ ' ' ' ' ' I J, JI \1 1 1JAI III I i I L\ T.1= :C".1 _L/_:" (, .- 1 i 1'1_w HARDWARE: MASTER-KEYED, PUSHERS, PULLS, KICK-PLATES, ETC. U.N.O. ��I ��1` KILAiX f "'JI 1�1' "J'I. DATE ISSUED: EXISTING HARDWARE TO REMAIN U.N.O. 2. FOR FIRE RATED OPENINGS - PROVIDE UL TESTED AND LISTED HARDWARE ALL HARDWARE SHALL 12/22/2016 G.G. TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED. COMPLY WITH ACCESSIBILITY GUIDELINES. 3. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR THE EXPOSURE SF-5 O G OPAQUE FILM TED OPAQUE WHITE SPARKLE FILM INSTALL ON THE INTERIOR SIDE OF THE GLAZING (WHERE INDICATED ON AS.1) CONDITION. REINFORCE THE SUBSTRATE AS RECOMMENDED. D. f E) FITTING ROOM DOOR: EXISTING DOOR # FRAME SPRAY FINISHED BY G.C. 4. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. KEYING TO - PROJECT NO: BE AS DIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE ESTABLISHED BY 1 �� NEW HARDWARE - SUPPLIED BY OWNER AND INSTALLED BY G.G. OWNER ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE HARDWARE: 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" TO 44" A.F.F. SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE MALL CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS LOCKSET - SGHLAGE #F40 ELA 609. ADA COMPLIANT "ELAN" "F" - SERIES AND SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT MEANS OF OPERATIONS MANAGER BEFORE PROCEEDING WITH ANY WORK. OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE LEVEREVEREDD PRIVACY SET, NON HANDED, INCLUDES UNIVERSAL LATCH AND STRIKE. CHROME. HINGES -- BOMMER #1335001. (1 1/2) PAIR, 4-1/2" X 4-1/2". 130 GA. FULL TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. G.G. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING DRAWING NO: MORTISED BRASS HINGE, STANDARD WEIGHT BALL BEARING. FINISH - CHROME. 6. EXISTING DOORS TO BE REPAIRED TO LIKE NEWF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD CONDITION, G.C.G,C, TO PAINT EXISTING STOREFRONT CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE HINGE PIN STOP - SCHLAGE #RW407 FINISH - CHROME DOORS WITH SF-4 (ULTRA SPEC HP D.T.M. ACRYLIC SEMI-GLOSS HP-29: HC-190 BLACK) VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE AND THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE - A. MALL OPERATIONS MANAGER VIA PHONE (OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. WORK AFTER DISCREPANCY HAS BEEN IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C. FOR ANY WORK DONE REGARDING THAT MATTER. G1 G1 . 3 DOOR AND FRAME SCHEDULE J FINISH SCHEDULEA OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: 0] D c U L L Y U U U 4.) s . < 2 O Ls) 0 :E _r ',E° rii —1 mgr-r.. t ... `1 U O O m m .' L L L L N 0T Us BANK H V) 1.= A '' . . ._ . . ..,,.... . .,.,.... w ... 0 cl2 O „..„ ,,,.„.,,_ - ,„. .3..#04.. Lill C CC ,_ , L.0 Z .11114116111111"1"I""1::;01:,.07,:t v.,44, ._._„'„, ,,..,,_,' ,,. ,.....;,., e & :t—'(1) N a , VI) Q V) o 0O a ,n if �, L (31--'1. cD i - a:,.w r s ' CI .-- x m. § eY :s: i -.�v ta F Y , ,�4” ,. - . - --_ - - - :TRT2 015THE ARCHITET lENGINEERASSUMESNO„q..p�_ • r �, ; , �, �,; 3 �, ESPONSIBILITYOLVABILITYFORTHEUSEO{' +' x' ^ - HESEPLANSFORANYPROJECTOTHERTHANCf10/'/ZCt ECIFIC LEOCATIONIIN THESECIFICALLY AUTHORIZE r ,4.7',1, �� _ SEAL�THRSOBUILDINGUSERSONLYAPLCABLEIN THE ON GNED Y 4 - AREAS MEETING THE STATED DESIGN CRITERIA_ k � � �� ..,:::,..,:,:•-r, ,. ,:: ,.• .�. -...'. . ! 1'*a-d , '• ^"8 Fp C?`sem” {ryrye, 3 z ➢.d's 3' a } — 4 STORE NO. 0.,, 5017 WASHINGTON UARE r r s a R z .A y a SQUARE TOO . •.. , 9330 SW WASHINGTON d x � SQUARE ROAD ...J AVANT!Hf#DY TIGA #� W11 �wEfaYFCOARANYnTFNADfNsVISKNIWORKS R DR 97223 D UMW i HI PET SKIM DESIGN LL'# ll .a. �° . :d } ; II .... TYPE: ,. I�I� r. l' ROES LINEN AND LACE ....ammo A F� N42TTOPIC nti L A [A ` '` r �/ $11311EkA"sena • �. ? . � <� � © FHE## ICSTt1Rf WORKSHOP REVISIONS: • P iC3.Y • ,,„. K 6 3 UfMPDVft YI J • L c. s JAI[ REQUIRED BY' r Vil CD YAMi(Ef COME T11H E SIIMGEAS .. V 5�, ................ P2 . r r �' WE �g NELM SPA RC . S,- -- ` : ,,, -'a .....1.,', - . re SWEET �ri..r4( L �+ GNC L1VT WELL 4AGft Y JCLS A.EANK FOOTIGCY,ER ' MKS REMEMSERED ;. ForFOCJEYIEFNT CM'8 VANS 00 WATii REPAIR EST wax 5 L . 4 . STRlt RITE YORFI,ANDSiMOODCOMPA Y 6YNSDNEF 7D[IiflYE¢ fQf PpTiE8Yf3hfiNDAY SPA 1406111 K SEARS AUTO CENTER :oRt_01,JAECT SITE: W W F'IEDINIVER 8 M i . s - - 'INDICATES NO RLVISlON TO THIS SHEET )EWEFEIES ae n Y- s z gg I= lc= u NASHINGTON SQUARE • y . � DRAWN BY: .. . :318 SW NASNINGTON SQUARE R . SEARS CHECKED BY:XXX SPACE �N11 . � �; , PORTLAND, OR 87223 g r � � �� DEN Y1iD36f o •s g � x K' :+r '� 47. c LEVEL 1 O 1' 1 PANDORA YIEE ER M a x s a s r ; w 5, = }p EUE6It Milan x g MANGE O`il�E�ER I ({ E►.IitE.EtY r=9 E $$ $ SPRINT" YM •a = MANGE S IID] CTA3AE�S S . SPRNIT SEE'S CANDIES PRERUS KO 4011' THE YTAEKIliG GAMY `rte � 4 r�_ III 7REFERENCE ONLY Fb18llC5Y5UiTEi EIYfiFSS ASSAH : <, C , ,A-- : ti _ NORDSTROMs R�J 1 wr } PARKING 9� ;� i A_�. �s i.. a i,,t111$',L'''',.:::',i:;:''::'''''''.,,:::'''''''::::.1...''''''''' . I lit ': LI „w 8.` �'"" DRAWING TITLE: �a PATH OF , ■ �• ..: E ..' TRAVEL] ' ' ' ; '.; 4:1/1;:s:11;'. :r u r4ai . SITE PLAN DATE ISSUED .aa6�' z t?.z,a s. yu, - a1 y' . ... ,., 12/22/2016 PROJECT NO: 160530 DRAWING NO: NORTH #111.17. I. G.C. TO PROTECT ALL EXT'G FIREPROOFING $ REPAIR AS REQUIRED TO MAINTAIN EXT'G CONCRETE MUST BE LEVEL AND CLEAN OF ALL INTERIOR DASHED WALLS AND OWNER: RATING. ANY FOREIGN MATERIALS PRIOR TO FINISHES ARE TO HE REMOVED INSTALLING NEN FINISHED FLOORING. G.G. chicors 2. G.C. SHALL PROTECT ALL EXT'G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE TO PERFORM MOISTURE VAPOR EMISSION REMOVE FLOOR COVERING AND ADHESIVE INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED TEST BEFORE INSTALLING ANY FLOORING - (U.N.O.), ENTIRE STOREFRONT INCLUDING OR REPLACED TO OWNER'S SATISFACTION AT THE G.C.'S SOLE EXPENSE. REFER TO SPECIFICATIONS FOR MOISTURE DOORS, SIGNAGE, ETC. TEST PROCEDURES 11215 METRO PARKWAY 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.G. SHALL NOTIFY PRIOR TO DEMOLITION G.C. TO CAREFULLY FT. MYERS, FL. 33966 THE OWNER / ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. COORDINATE ITEMS THAT ARE TO BE RETAINED, RELOCATED OR REMOVED AND 4. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK DISCARDED WITH MECHANICAL, ELECTRICAL, ALL PROCEDURES (E.G. SCHEDULING OF ACTIVITIES, SHUTDOWNS, ETC.) AND LOCATION OF AND PLUMBING DRAWINGS. ARCHITECT / ENGINEER: DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. G.G. TO FIELD VERIFY ALL DIMENSIONS +8;2 E2 E 5. G.G. IS REQUIRED TO CHECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE 8 08 START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION (ADJACENT TENANTI MEETING IS HELD. (N.I.C.) ¢ a 2 r 6. ANY DAMAGE TO LLS PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL 62'-6 I/8" U 0- 0- I Y Y > m FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS, - i N AT G.C.'S EXPENSE. OVERALL LEASE LINE = 3 co co 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING cO - ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE a L PREMISES. (E) METAL STUDm E (E) DOMESTIC WATER (E) SANITARY VENT -(E) MALL DUCTWORK SEPARATION HALL TO S. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF LINE TO REMAIN TO REMAIN @ 14'-6" TO REMAIN DECK ABOVE TO REMAIN LEASE LINE (E) 3/q" ALUMINUM (/) ORIGIN. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. REVEAL TO BE REMOVED G. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST _ _ _ _ _ q (TYP.) in in BE REMOVED BY G.G. AT C.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL I - -[- - =1 / = == _ i '� I I co REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. _ ' �, -1 I r ------ LEASE LINE v COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. - - - - j /' I 0 L - - - - J L J I I 2 O 10. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES J I I J W m SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. / (E) OUTLET TO (E) CASEWORK TO BE (E) OUTLET TO BE I I — _ G (E) MALL DUCTWORK J (E) FITTING / REMAIN REMOVED (TYP ) RELOCATED r J I r U Q TO REMAIN (TYP.) ROOM / / t (E) TENANT 13C C 11. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S FIXTURES TO I / L =JAL-1i DISPLAY WINDOW z 'n REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE BE REMOVED I I / o TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL (TYP ) -r i / TO BE REMOVED m 15 Ln :n REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. _..... .. _ I __ _. (E) l0"x10" STEEL COLUMN 0 Lo - TO REMAIN } °7 LEASE LINE V(/// / /1 / (TYP.) 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. ) o -C u) cD /� L / 17'-11" A.F.F. % (E 31-0" x 91-0" U • / B4O, DECK ENTRY DOORS (1) Q w 13. NO CONDUIT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN / _ ! TO BE REMOVED - E DUPLEX z)' I (E) SUPPLY (E) OUTLET TO - Y o THE SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR RECEPTACLE, (WHITE') / / J DUCTWORK TO REMAIN BE REMOVED I UO S ELSE DEMOLISHED AND REMOVED. N. TO REMAIN (TYP.) M• Ln 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, WIRES, OR CABLES, 1 ' "" "- - ""- " -" Z'./."" -- // ' E U _ I ;._.... / / .4 LEASE LINE § `n IF THE ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. i - N o �_ '• - - 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. I- W 1 i'---- I I �r - - -: ii/ CI Cn r� 16. AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT WITH CHICO'S PROJECT MANAGER - I I - - - - l I �- - - 7 PRIOR TO COMMENCEMENT OF CONSTRUCTION. I I L` - J 36' �2016THEARCHITEC7IENCINEERASSUME5N0 171-10 1/4" A.F.F. I -4- - L - - - RESPONSIBILITY OR LIABILITY FOR THE USE OF I I B.O. DECK ri THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED p i i (E) I'-Ol" STEEL I I AND SEALED FOR SUCH SPECIFIC LOCATION IN THE -(E) OUTLET IN E THERMOSTAT G BEAM AT 161-1 3/4" I / STATE,PROVINCE OR TERRITORY SHOWN ON THE IY E ( ) / SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN I • • FITTING ROOM TO BE TO REMAIN �� A.F.F. TO REMAIN I AREAS MEETING THE STATED DESIGN CRITERIA. U REMOVED (TYP.) r (TYP.) _ r I I ❑I I4 II 1 \ CrOfna o f I I > 1 III �i 11 - -w (E) 8" C.M.U. I N I I I I II III II STORE NO: TENANT / I I -='-=.-T dl �.._ _-I I O O -\ 5017 CORRIDOR WALL I I TO REMAIN (E) GASHWRAP 6'-O" J q z V L I BACKNREpP TO BE I I L J❑ I o . PROJECT LOCATION: (E) SANITARY \ i - - • I WASHINGTON SQUARE PLUMBING • • \ I ( I I Al.l VENT @ 13 -a TO I- C I I- : 0 7 I a 9330 SW WASHINGTON R REMAIN �_ --__... ' I- L- . 4 - 7 (E) 1'-3 3/5" STEEL I I (E) SPRINKLER �� /� i 1 ( ) - SQUARE ROAD BEAM AT 16 1 5/8 E TENANT I MAIN AT 151-911 I I I L _ Iol - - A.F.F. TO REMAIN SPACE #: W11 (E) DOOR BUZZER I I IA.F.F. TO REMAIN (TYP.) I I GLAZING STOREFRONT TO REMAIN �. I I I -7 1 I � � � I TIGARD, OR 97223 DEMOLITION 1 LEASE PLAN NOTES R I I �(E) OUTLET TO I I I I TO BE REMOVED (E) 3 _01 X I I REMAIN (E) RAISED I o 7'-0" SERVICE CONSTRUCTION ILATFORM I 1 o DESIGN TYPE: v� J DOOR TO I G.G. TO REMOVE PORTION OF TO BE REMOVED m LINEN AND LACE p REMAIN I M INTERIOR WALL FOR TENANT'S a) NEN DOOR - REFER TO A2,1 I I 1 (E) SUPPLY DUCTWORK J I TO REMAIN I I (E) OUTLET IN REVISIONS: in I ' 1 — I 1 DISPLAY CEILING (E) RESTROOM :_ 1 I� REQUIRED BY: EXHAUST DUCT I — J �. I - (TYP.) @ 141-5" TO REMAIN Irk ' . (E)RTILEE FLOORING i I (E) RESTROOM, 1 FLOORING AND ALL j_ •.• I �� I I _?_ I I COMPONENTS TO I• L-' I I I a L . L _I REMAIN I I- (E) SHELVING TO BE - _ - _ REMOVED -- r 3r i •,. 17'-10 1/2" A.F.F. B.O. DECK (E)EOUTLET REMOVED (E) TENANT (E) BOSS STATION ' , II IIIA 1 L JL JL I ( ) " i_ CONSTRUCTION TO ONT TO REMAIN E INSTANT-FLOW (E) TRANSFORMER I.II I - I WATER HEATER TO u. I BE REMOVED TO REMAIN —! REMAIN -(E) PEDESTRIAN (TYP.) (E) REFRIGERATOR I OPENING INTO I W/ DATA EQUIP (E) OUTLET TO BE ADJACENT SPACE TO • RELOCATED BE CLOSED - REFER 4 - - - - —\i ABOVE TO REMAIN I (E) FIRE I - - 0TO A2.1 FOR DETAILS r - i (E) HATER COOLER EXTINGUISHER `' J I- P - J •INDICATES NO REVISION TO THIS SHEET TO REMAIN TO REMAIN ,7- _ -1 I I E - I - - L - - _ r • - L- �T' .,. ,. - I - -. ,� - I LEASE LINE 37.7 (E) TIME CLOCK I , -- 1 .. DRAWN BY: JMS f To REMAIN • CHECKED BY:APS/ELM (E) ELECTRICAL PANEL • • LINE OF (N) TO (E) METAL STUD (E) FIRE CONSTRUCTION ( ) RMAINI DISCONNECT 9 -; LEASE LINE SEPARATION WALL EXTINGUISHER TO BARRICADE SEE A/AI.1 .c1 DARC TO REMAIN I REMAIN K ABOVE TO REFER BE LTTOAA2.lD .craCyd �C E) 1-IVAG Ale n DISCONNECT TOI - ',,,, 77VrY I (E) VCT FLOORING REMAIN' 11 REMAIN GERALD S.SNREMSN�C w 769 (E) HVACI i DISCONNECT TO II II ``' � �� REMAIN 1 II I ''-' 1 ��` - :� (ADJACENT TENANTI +, (E) STRUCTURAL _" , I ( `'' O 0O BRACING ABOVE TO • _ N.I.C.) REMAIN )Sd'Y.. �?;: _ ^,4 (E) AIR HANDLING - UNITS '` '' I_4 (STACKED ABOVE) TO I x , is •REMAIN ii. I II I I • • 12/21/2016 (E) SHELVING TO ' t- I L - , REMAIN (TYP.) Ni. ' E;44-.> }.- I:, i-41x•AE" {"W i_.-.4';'"48' ,. • DRAWING TITLE: DEMOLITION/ LEASE PLAN a'-0 3/4" 16'-I I/8" 47'-(o 1/16"CORRIDOR ( LL TO LL LL TO LL 301_0' 30'-o" / r i' DATE ISSUED: GG HH JJ 12/22/2016 GG HH GU PROJECT NO: 160530 NORTH DRAWING NO: • AD . 1 NOT USED 1 N DEMOLITION I LEASE PLAN 1/4" _ 11-O" A 1 • 1. G.G. TO PROTECT ALL EXT'G FIREPROOFING $ REPAIR AS REQUIRED TO MAINTAIN EXT'G CONCRETE MUST SE LEVEL AND CLEAN OF ALL LIGHTING, SOFFITS AND HVAC OWNER: RATING. ANY FOREIGN MATERIALS PRIOR TO EQUIPMENT SHOWN DASHED TO BE REMOVED 2. G.C. SHALL PROTECT ALL EXT'G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE INSTALLING NEW FINISHED FLOORING. G.C.R EMISSIONCrlICOIS TO PERFORM MOISTURE VAPOMISSION INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED TEST BEFORE INSTALLING ANY FLOORING - PRIOR TO DEMOLITION G.C. TO CAREFULLY OR REPLACED TO OWNER'S SATISFACTION AT THE G.G."5 SOLE EXPENSE. REFER TO SPECIFICATIONS FOR MOISTURE COORDINATE ITEMS THAT ARE TO BE TEST PROCEDURES RETAINED, RELOCATED OR REMOVED AND 11215 METRO PARKWAY 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEN NORK AS DISCARDED WITH MECHANICAL, ELECTRICAL, FT. MYERS, FL. 33966 INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.C. SHALL NOTIFY AND PLUMBING DRAWINGS. THE OWNER / ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. 4. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK G.C. TO FIELD VERIFY ALL DIMENSIONS • ALL PROCEDURES (E.G. SCHEDULING OF ACTIVITIES, SHUTDOWNS, ETC.) AND LOCATION OF ARCHITECT I ENGINEER: DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. 5. G.C. IS REQUIRED TO CHECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE m E E 0 START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION !ADJACENT TENANT! U gE g MEETING IS HELD. (N.I.G.) ¢ ¢ . L 6. ANY DAMAGE TO LA.'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL 621-6 I/8" U . n FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS - ,L I I N OVERALL LEASE LINE0 m m AT G.C,'S EXPENSE. r o :(5. ) (A .E 3 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT 15 BEING -) ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE -(E) RECESSED DONNLIGHTS L PREMISES. IN FITTING ROOMS TO BE `m E REMOVED. G.C. TO INSTALL 8. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF -(E) SPRINKLER HEAD TO NEN FIXTURE IN PLACE - ORIGIN. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. REMAIN (TYP.) REFER TO A3.1 (TYP.) V) nt q. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Lo BE REMOVED BY G.C. AT G.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL - - I c,-) REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. '- n I COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. (E) LATTICE TRACK 10'-4" A.F.F I L I LIGHTING TO BE 1 B.D. LATTICE _ •10. G.C. SHALL COORDINATE NORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES L ' "� REMOVED (TYP.) TO BE REMOVED _ _I LLI . co SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WIT+! WORK. ` L Y"' TO l l T _o CD) CD) CD) CD) {E} r� —1 : : , ' ...., .,., v 7 11. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S r C — I I• 3 "' :., 0 0 11 11 0 0 11 11 0 0 11 11 0 0 1 0 0 0 Il 0 0 0 I.. 0 =',0 11 11 O ] 0 11 II 0 0 0 H ii 11 0 11 0 11 0 JAL_ _ l _ m u' REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOY,IANCE WILL BE MADE FOR EXTRAS DUE g $ t_, g 8 $ - �- - Z `n TO CONTRACTOR'S FAILURE TO VISIT THE ,JOB SITE AND/OR FAILURE TO PREDETERMINE ALL �I �I �I �I �I �I �I�I �I ,:�I I �I �I�I�I l �I �I �I �I�{�l�l�l �1 �I �I �I �l q'-0" A.F.F REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. D, (D) `(D) (p) I I I II II II 11 I II II II 1 it II ;t�- ;1 II I I II l II I II I II 11 I II B.O. GYP. BD SOFFIT m U T Ln TO BE REMOVED ,Lr, i v I A.F.F 11 i',HI H II II 1 0 II H I 0 0 0 1 I I H I II I II I II 11 I II _c co G 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. I o U GYP. BD. GLC. hil I II SII 11 tlI I 11 11 11 1 11 11 II II I I II I II II II 11 I ll 11 I 2 a 13. NO CONDUIT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN TO REMAIN (T`I'P.) I _ ,- I I `�' Q CC I�I I 11 I! "�tl I II °11.,_�, I a` u II II I L. Jh,l �I I II R I 11 I Y THE SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR 1 1 1 I I I _ (�) I- (E) EXIT SIGN TO BE U Q o ELSE DEMOLISHED AND REMOVED. A I 1 0 L� :ll II I II II ll' I 1f it 11 11 1 I \11Mr1 11 l 11 II I 11 11 I 1 REMOVED IA. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, HIRES, OR CABLES, I I I H 11 h 1 11 11 I1 1 11 11 11 11 1 1 11 1 11 AEA 1 1 11 11 11 1 11 M 1_3 (E) ACCESS PANEL I I I II Il II 11$I II II H I II IIS II I I I II I_ — SII II II II I II II II I II �Irill E o La IF THE ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. 3 _ _ GYP. BD GLC. N (E) RECESSED CANS ;, r(E) REMAIN (TYP.) � � � � �1 �1 � = � �� — A #1 � I TO BE REMOVED 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. TO BE REMOVED ------ II u II II V u u u V u u U V u �� 0 cn r- Y SALVAGED FOR (E) I"x4" WOOD LATTICE 16. AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT WITH CHICO'S PROJECT MANAGER RELOCATION U (E) DOME CAMERA TO I _ PRIOR TO COMMENCEMENT OF CONSTRUCTION, BE REMOVED (TYP.) PAINTED WHITE TO BE jr L� J 36.7 ®p76THEARCHkTECTIENGINEERASSUMESNO REMOVED - G.C. TO PATCH I- - - - - RESPONSi91LITYORLIABILTYFORTHEUSEOF 10'�� A.F.F REQUIRED CEILING AS ' --- ----_.i I 1 I THESE PLANS FOR ANY PROJECT OTHER THAN et RE R SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE GYP. BD. CLG. (E) CHANDELIER '4(D) D��(D) lC L -J(D) j](D) I I I STATE,PROVINCE ORTERRITORY SHOWNONTHE IK '1 TO REMAIN FIXTURE TO BE - _ -, SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN U• V —1 REMOVED $ CAPPED I I AREAS MEETING THE STATED DESIGN CRITERIA. U `i' 1 1 I I I I 1 f M 1 (E) FIRE SENSOR TO REMAIN (TYP.) (E) DUPLEX RECEPTACLE TO U1 > BE REMOVED (TYP.) - - m E; 1 41 �"(D) �(D� �(D) I _ � STORE NO: ( EMOVEDLAY TO BE �� (E) SUPPLY DIFFUSER TO BE ^ 5017 — REMOVED SALVAGED FORo O RELOCATED - REFER TO A3.1 Q ~ z " PROJECT LOCATION: kh: ° z (D) ` (D) (D) 1 .:`I`L.„, ��](D% ��(D) I I (E) DISPLAY TRACKS TO WASHINGTON SQUARE BE REMOVED Q 9330 SW WASHINGTON l I SQUARE ROAD < -4E----(E) HORN / STROBE (E) SUPPLY DIFFUSER 1 ITO REMAIN (TYP.) I I SPACE #: W11 I -. TO REMAIN (TYP.) 111-a" A.F.F n I TIGARD, OR 97223 DEMOLITION / LEASE PLAN NOTES R GYP. BD GLC. U / (E) DIRECTIONAL To REMAIN I DESIGN TYPE: v (E) EXIT SIGN TO EXIT SIGN TO REMAIN (E) 2-HEAD RECESSED tl 1q'-°" A.F.F LINEN AND LACE - REMAIN (TYP.) 11 FIXTURES TO BE REMOVED. G.C. GYP. BD CLG.T O „ TO INSTALL NEW FIXTURE W I I TO BE REMOVED Ln t_ 101-0" A.F.F I GYP. BD. CLG. PLACE - REFER TO A3.1 TYP. I Ts Lo _iI - TO REMAIN REVISIONS: I 1 '. :(D) c3(o) D,( I- D)) � 1,(D) (D) I I J l (E) ACCESS PANEL REQUIRED BY: > (E) RECESSED CAN TO REMAIN (TYP.)----1 (E) SPEAKER TO I-I ;..... 171 ,. .... E% REMAIN (TYP.)TO REMAIN (TYP.) �� SALVAGED FOR t (E) EXIT SIGN TO BE I (E) SUPPLY DIFFUSER TO BE VI REMOVED RELOCATED! REMOVED et $ REFERTO A3.1 ,.-i/c) t. 5 ) .-., €j(E/ I • 00„._.........._44......__. " , i GYP. BD. GLG - 4.0 (E) STOREFRONT SEMI l I RECESSED LIGHTING TO TO REMAIN H BE REMOVED (TYP.) I -1I (F) I 1 • L E � ) ) I (E) STRUCTURAL (-) r BRACING TO REMAIN I r INDICATES NO REVISION TO THIS SHEET • — — -------111.-- -F__ — — — — — —f H — — — — — — — — ..... — — ,\. r 37.7 DRAWN BY: JM S =- 1 - CHECKED BY:APS/ELM • q'-0" A.F.F 1 • (E) EMERGENCY GYP. HEADER LIGHT TO REMAIN TO BE FILLED IN ,GOD �Shf� II _. .__ .�, . • 1 GERALD S.SH�MSH I c 1 • L %. I • G11-0" A.F.F !ADJACENT TENANT! ``40F �T fisa J 2 x4 A.G.T. I (N.I.C.) 1 TO REMAIN • • • (E) STRIP LIGHTING TO • REMAIN (TYP.; -i € I - --- • I I • I 12/21/2016 DRAWING TITLE: _ _ f � __ REFLECTED - - __ CEILING I DEMOLITION I g'-o /4" Jf -I 1/B" 47'--G 1/16" LEASE PLAN CORRIDOR LL TO LL LL TO LL 301-0" 301-0" DATE ISSUED: GGHH JJ 12/22/2016 PROJECT NO: 160530 NORTH ,c 2 DRAWING NO: AD . 2 NOT USED IBJ REFLECTED CEILING DEMOLITION / LEASE PLAN 1/4" _ 11-01' A ELEVATION SHOWN IS A REPRESENTATION OF INTENT. ELEVATION SHOWN 15 A REPRESENTATION OF INTENT. OWNER: ACTUAL GRAPHIC ARTWORK IS TO BE SUBMITTED TO ACTUAL GRAPHIC ARTWORK IS TO BE SUBMITTED TO LANDLORD FOR REVIEW BY THE CHICO'S MARKETING LANDLORD FOR REVIEW BY THE CHICO'S MARKETING ChIC0115 DEPARTMENT FOR APPROVAL PRIOR TO PRODUCTION DEPARTMENT AND INSTALLATION. AND INSTALLATION. APPROVAL PRIOR TO PRODUCTION 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT/ ENGINEER: 8c 8, U U Y u § .§ ;0— BOSTON BARRICADE MODULAR C SYSTEM PER MALL coo-C3 Is TURN IN I P'IB I REQUIREMENTS TURN IN 3 BARRICADE EQ. 5'-0" • EQ. TMP EQ. 5,_O,s EQ. BARRICADE -a y ' i / 161-2" A 1111 VAI.... I: 1 I I % �///f t:. t.::: I /1//f///� 1 t. I I I ` I I I T.O. BARRICADE V) 1 1 1 1 I - f 1 I I I I 1 I I I I 11 1 1 1 1 1 - 1 Lort:4iia 1 1 1 1 1 Illa c III 2mzI I I "' T I I I // / / / T WoT I / Ckni/(i CC S g 2///_ - / _ _ _ - / \ _ I _ tit lr;elllirir :r.. li.irui c, / / \ __ O : à- p i.art irir'k N I I / I11 / +.: '.I k 1\i.. tii II l\ / a� e. I I Laic April 0i2 L II 111 // 0 1 ,, ti) 2 II / X 1 1Y11 l.. ®: UI 7 // // ---17 '#"'Nef -= / 0 . . 7 — /// / \ 2 ,C: ..I. �/__� _ = r� — _ _=_=_4;11 ///I\ / � _ I / I/ �( I //P, / �� \e, C16 THE ARCHITECT!ENGINEER ASSUMES NO 1 1 — — 1 \ / RESPONSIBILITY OR LIABILITY FOR THE USE OF / .�_ I I I ! I \/ I I I 0'-0" A.F.F. — _v_.////_ AL_— �— _ THESE PLANS FOR ANY PROJECT OTHER THAN` - - ----- �---_ - - - - - - - -- - - - - - SPECIFICALLY AUTHORIZED BY THEM AND SIGNED FINISH FLOOR AND SEALED FOR SUCH SPECIFIC LOCATION IN THE G.G. TO INSTALL G.G. TO INSTALL STATE,PROVINCE ORTERRITORY SHGNRJONTHE PR. 3'-O" X 6'—S" SEAL THIS BUILDING USE I5 ONLY APPLICABLE IN G.C. TO INSTALL W/HARDWARE PROVIDED PRE-ADHERED GRAPHICS L BASE PER BOSTON PRE-ADHERED GRAPHICS AREAS MEETING THE STATED DESIGN CRITERIA. W/BANNERS DO NOT TAPE. BANNER - COORDINATE WITH BARRICADE BARRICADE DOORS 4 FRAME - COORDINATE WITH GRAPHIC ON INTERIOR OF WINDOW MALL OPS. PRIOR TO BY BOSTON BARRICADE MALL OPS. PRIOR TO INSTALLING (TYP.) INSTALLING (TYP.) 4'-0" 43'-5 1/8" 4'-0" , CiOnZa WHEN APPLICABLE, G.G. TO INSTALL WHITE SIDE ELEV. ' SIDE ELEV. ' PAPER OR BLACK PLASTIC ON STOREFRONT WINDOWS AND DOORS BEHIND BANNER GRAPHICS (TYP.). COORDINATE WITH OWNER'S P.M. STORE NO: 5017 PROJECT LOCATION: WASHINGTON SQUARE 9330 SW WASHINGTON SQUARE ROAD SPACE #: W11 114" = 1'-0" 114" = 1'-0" I TIGARD, OR 97223 STOREFRONT ELEVATION WITH BANNER GRAPHICS _ L BARRICADE ELEVATION _ C DESIGN TYPE: LINEN AND LACE REVISIONS: REQUI RED BY "INDICATES NO REVISION TO THIS SHEET DRAWN BY: JMS CHECKED BY: APS/ELM ITENA AR WA LNT ASS SCHEDULED r1. I — I WALL NAST SSCI-IEDULED �'�EPARATION � D Cp., 1 wvinnnnrv �� r�-3 i GERALD S $liFilili� j . ; 7 * .. NOT USED � - - 2 2 - ,- o NOT USED P K - - - -- ,��% - - 1 _ ��_ - - OTANI � ' OF O4 1 v LEASE LINE 1 - NEW ENTRY LOCATION G.G. TO PROTECT I. TII1.\I17 a.J. 31 .1.\k.. 311713I:�\\Tr. E..\;1112..\:ill 5Ik11'.117,IIIII iYC, ►JJ.\TI r ,\I10EXISTING MALL —*SIT.'/_'_:\TIJII 17 L94:777.1.'371.-.71I 111/.57\.'a. \DE 111711 1'/t�� /�':,\TIP.13 1",-.16/. 71 FLOORING BY LAYING DarlMENCET 1EI IT 1` 1 :l►{ . . . , . - DONN CARPET BEHIND THE BARRICADE TO 2. G.C. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE DOORS TO BE PREVENT DAMAGE BARRICADE CAN OCCUR. CENTERED ON NEW ENTRY DURING CONSTRUCTION DOOR LOCATION =. I,:. :II,W►L 1/ -N...T .1 T M \ r: / I � 7 /, .::ADr c ,A.= lI ) I11L/.T2t. II T,\-L /7...--2V5111/7...--2V51111 g 12/21/2016 —&-\J,Y T.: 111-\...L C9.4..1:1 iL/,L T /G\T. I/A.1T rr.32 ...IS.IDITION. DARRICAC.! (r..: T.: GE .'It r'l'/.TEI_\' S.ECV 7.= \'h^ r.". 2 t}-M164L-L-E/_V"1.NZ,\^ 7.1.iroa*.A 7I\'1 L/'.T11.\L T/ Lam\ ,\: 12 "' T 11 sV T:r..\v_i �:`. 22'-6 1/8"± 6'-0" 14'-10 /$" DRAWING TITLE: 4. PAINT PER DETAILS. REFER TO SHEET G1.3 FOR FINISH SCHEDULE. BARRICADE PLAN 5. BARRICADE IS TO BE 100% COMPLETE AND READY FOR GRAPHICS TO BE INSTALLED NOT / 43'-5 I/B" AND DETAILS MORE THAN TWO DAYS AFTER CONSTRUCTION START. G.G. TO CONTACT OWNERS REPRESENTATIVE UPON COMPLETION TO COORDINATE GRAPHICS INSTALLATION. Alk 6. G.G. 15 RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. NV 7. REMOVE BARRICADE WHEN 100% OF STOREFRONT 15 COMPLETE ON THE EVENING BEFORE G.C.'S PUNCHLIST IS COMPLETED, PRIOR TO OWNER VERIFICATION, AND AFTER DATE ISSUED: LANDLORD APPROVAL IS RECEIVED. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND 12/22/2016 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.C. IS TO RESTORE NEUTRAL PROJECT NO: PIER(S), MALL FLOORING AND BULKHEAD TO A 'LIKE NEN' CONDITION AND FINISH. REFER TO DETAIL L/A1.1 160530 6. BARRICADE CONSTRUCTION SHALL NOT BE USED FOR STORAGE OR SUPPORT OF ANY MATERIALS. DO NOT LEAN ANY ITEMS AGAINST BARRICADE WALLS. DRAWING NO: A1 . 1 NOT USED N BARRICADE NOTES (INTERIOR) J BARRICADE PLAN 1 1/4 ' _ 1'-0 i A I 1 OOWNER:INDICATES WALL TYPE - REFER TO DETAIL F/A11.2 X INDICATES WALL SECTION DETAIL REFER TO DETAILS N, P 4 R/A9.3 FOR TENANT SEPARATION WALLS ARE NOT STRUCTURAL: DIMENSION NOTA FOR STUD SIZE MATRIX - NO SUBSTITUTIONS X.XX PERIMETER HARDWARE DIMENSIONS PERMITTED G.C.GCTO PROVIDE ALL ADDITIONAL IN-WALL BLOCKING ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH ChICO OR SUPPORT A5 REQUIRED. GYP. BD. OR THE FACE OF BLOCKING REQUIRED FOR EXISTING TENANT SEPARATION OR CORRIDOR WALL TO REMAIN: G.G. TO FIXTURE INSTALLATION. U.N.O. PATCH AND REPAIR A5 REQUIRED TO MAINTAIN EXISTING FIRE RATING OO (1-HR) - G.G. TO REPLACE AREAS OF EXISTING GYP. BD. WITH NEW 5/8" 11215 METRO PARKWAY TYPE 'X' GYP. BD. IF EXPOSED IN FINISH PROJECT (SALES FLOOR ONLY) NOTE: FT. MYERS, FL. 33966 1 I - G.G. TO FIRE SAFE ALL VOIDS, FIRE TAPE AND CAULK AS REQUIRED. G.G. TO FIELD VERIFY ALL DIMENSIONS AND SITE NOTE: IF TENANT SEPARATION WALLS STOP SHORT OF DECK ABOVE G.C. CONDITIONS PRIOR TO COMMENCEMENT OF WORK. TO INSTALL 2"X4" WELDED WIRE MESH FROM INSIDE TENANT SEPARATION REPORT ANY DISCREPANCIES TO OWNER'S P.M. WALL TO DECK ABOVE. G.C. TO ENSURE WELDED WIRE MESH 15 SECURELY O ATTACHED ARCHITECT 1 ENGINEER: I I EXISTING PARTITION TO REMAIN. G.G. TO PATCH AND REPAIR AS E E !ADJACENT TENANT! 8 REQUIRED. N.1.C. . s U Y 1 U INTERIOR PARTITION: G.C. TO INSTALL 3 5/8", 15/8" FLANGE METAL • L V/// ,�fi/� C STUDS AT ib" O.G. - INSTALL 5/8" GYP. BD. TO GYP. BD. CEILING OR 6" �� U A11.1 ABOVE LAY-IN CEILING ON ONE OR BOTH SIDES AS NECESSARY - 62 -6 1/6 r t g r -REQUIRED OVERALL LEASE LINE LAYOUT a PROVIDE F.R.T. BLOCKING AS 0 .c 1 t CO `' •-i_L 11:1:111' r,'T!TITI:I I $ :./. , I ...' L/L Ie: IHC'.\► G7\'__ ,'.7 Isu-$E . " I II I POINT Y R T!' I II-I r r _.'1" Tyr-1- '17 JB1 T" f 81-4 5/8 i''1* 51_011 �.�. 51_01: r 36 -5 1/4 # r L im� --sr�vTaresllN1 i'a6K--,4B6yrZ li IST."A� EXIST. EXIST. EXIST. EXIST. /41.1 G\ ..... ::IL111/ , i ,',RV": ►,\\- III �CILII II II I h �N N. T., 611 .7.".::::1-. .''I='/Z 1\ I I N I �',►. C f I3C , 3'-6 1/4"± �. 8'-O" 5'-1 1/2" 8'-D" 4,. 5'-1 1/2" �. 81-0" /. L EQ. EQ. EQ. EQ. INFILL: 3 5/8", 1 5/8° FLANGE METAL STUDS AT 16" O.G. TO UNDERSIDE O 0 ,r12"4, 4 STANDARDS AT ,12" /-4-1-1 I/2"-\ .12" . 4 STANDARDS AT .12" /-4'-1 1/2"� 12" 4 STANDARDS AT .12"I. V) 1 I OF EXISTING OPENING - INSTALL 5/8" TYPE 'X' GYP. BD. FLUSH WITH I 2'-0" O.C. 1 p 11 1 1 2'-0" O.C. 1 / 4 4 2'-0" O.G. A_ - - - - SURROUNDING FINISH ON BOTH SIDES N. - - TYP. - - - - - - I `r Tr1:-1:T ROOM PARTITIn 12 _ ,:II 1 :AI" r► \!!:1C ,[T ' 1 if-7\T'; AT IL" ( 1 }-� I N� . .... I1=[ --01 I1 IV O Il. T; . lrLc_12= I7 '-L,'.TrORM ADOVC IN.TALL ..:/011 11ATC11 N I I N I 511 1: 2 O A11.4 r � rr I I I - - � � � __ .- _ - \ �. 1-1C.:IST/JIT _,Yr\ �1G\ i\I T:'\� , n ire. CIC: 'I • , I ,�I I LIJm 'ACC FR I + FR O FR = I I I ( 35 ) I ( 35 ) I ( N A p 39 9 ICC I +JQ u rL:;; ;Z�l III r,:,r:TC1 I. i/' ; :/s/ FL,:,; .,� 5 =_r i E r1GT 3Y.:,Z /,T 1J" �.J. I _ i TYP. Aq.l A9.2 Tl'1'. ( TYP. �� ( 31 ) C in G o:'o� 'o"o�q - CO I •\ I .. 7 TTP. �'�-p, /~ I A11.1 111_T.'i.,l. I V.TER r.,1►.:1_T.\1:-�.Yr". =7\ 111 DI"__E� T�'1\117 2r.'=(2) TT w --- 'AI I. Err'. UCILII IG, ,\I1::. 7,:t\7- -�,\T'Jrr1 TO II' 0° :,.`.r. INITA I ], P ~i---' m' m' a m+ 4 D N U ,n Un ;;I ,T4I: ;;Z ;� 'F. ZL. 7;: •fJ;LLr IN. I JIG; I ea I O o Aq.l SIM. 1 ) u) tin vt J �� o I I'N I 7.\I cli 'A F/ 1 fl ' ' T.1/_ iT11. ."T 1,I ' lira-T.' : : -/It" T._7 r 'X' ",Y'\'S \ I .117:7:',/11 Y„ A' \.r.r. I I I I I I a i) i 7 SlM. I I I I �( 37 )� ( 2 ) in 3 0 /.7.71:\L I IZLIIi IT Irf+RTITIOI:. Z Li311, 1 Z,'D" FLANGE METAL T::L; /;T - I I I UO E Ln 1-1""'i."-- AI1.1 / Ih/' ,:.�.. ,�.L. 4'e--rld'ST,-,LL J, J' .:a I I',..I° ,:I- Lo A O O I .c U SIM. .10 I FITTING RMS I-- E i 8 �� FURRING PARTITION: 3 5/8", 20 GA. METAL STUDS AT 16" O.G. G.G. TO - �{ 30 ) SIM. © b J J 0 �� . (0 F INSTALL 5/8" GYP. ED. ON EXPOSED SIDE TO 6" ABOVE CEILING. ANCHOR o A9.I Cv • /// /////////�� (1 y �� 1/////1 �� A11.1 STUDS TO TENANT SEPARATION NALL AT MIDHEIGHT, TOP i BOTTOM m 911•t. - - J (FOR LATERAL BRACING) Lr'x 41 1 m 'FITTING RM LOUNGE! ;x Ii `� - - 36.7 I w ` -� • 02616 THE ARCHITECT!ENGINEER ASSUMES NO G 0 ( 4 I ' - -� ( 5 ) .4 - RESPONSIBILITY OR TERRILITITY0 FOR THE USE OF I HR. RATED WALL: 3 5/8", 1 5/8" FLANGE METAL STUDS AT 16" O.C. r J 11 SPECIFICALLYAUTHESE PLANS GHDDBYTHEMANDSIGNED PROJECT OTHER THAN A TO DECK ABOVE - G.C. TO INSTALL 5/8" TYPE 'X' GYP. BD. FULL ANDSEALEDFORSUCEOFICLOCATIONINTHE L.LI 101 STATE.PROVINCE OR RY SHONM QN T}1E A11,1 HEIGHT TO DECK ABOVE TO CREATE 1 HR. FIRE RATED ASSEMBLY - �� 6 A _ \.- I SEAL THIS BUILDING USEISONLYAPPLICABLEIN FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED (UL U465) O AI0.1 I' AREAS MEETING THE STATED DESIGN CRITERIA, -cs4 co -0- E I \Pr^I- I✓I /, I IE/. - �11 ",\ A4E��\L "►\`L /,T �/' /./• 413�94'•� SIM. ` - Ths„, 0 -r T 7 n /',`\=; II; lil ':7!/: TO DETAIL FOR MORE INFORM('/III l )I I I_ 4 CrOina o I o I I o p. I SALES] STOREFRONT CONSTRUCTION: REFER TO STOREFRONT SHEETS FOR / [KO o ( 5 ) STORE NO: I,\\`• �! ADDITIONAL INFORMATION. +f I po I - O - 5017 `n N CIO FR I FR _ Q_I `fl 11 o O o T< ( 35 ) TYP. ( 35 ) ( 35 ) N -1_\.,,,,,N,__\..,\\_ I n PROJECT LOCATION: PARTITION LEGEND R , WASHINGTON SQUARE M I I r �` 9330 SW WASHINGTON # DESCRIPTION I I -w L I 1 LEASE LINE 0 *` ` SQUARE ROAD 2 STOREFRONT SYSTEM I ta I ____ I I I i I �� ®_\T 1 's a Q D TIGARD,EO 97223 G.C. TO PRESERVE AND PROTECT EXISTING LANDLORD AND ADJACENT TENANT CONSTRUCTION, - ( 27 } �' O 102 2q I �� 3 REPAIR AS NEEDED, AND FINISH TO 'LIKE NEW' CONDITIONS PER MALL FINISHES I OI n'1'• i u o ( 38 )- I I , `� = / Z - I DESIGN TYPE: A EXISTING MALL COLUMN TO REMAIN. G.G. TO PROTECT DURING CONSTRUCTION 4 MAINTAIN ANY RATING o Cr) I HALLWAY I i E-( 30 ) -I OF GASNWRAP p / U z ö CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW �_ tr TOLu I I �c % LINEN AND LACE I� BACKNRAP Aq.2 J 5 FINISHED FLOORING. G.C. TO PERFORM MOISTURE VAPOR EMISSION TEST BEFORE INSTALLING ANY 8v A _ z 71'P. O T �I ( 2 ) a ■ FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEST PROCEDURES 1 w z O A13.1 0 J EQUAL EQUAL / E REVISIONS: 6 EXISTING / RELOCATED PORTABLE FIRE EXTINGUISHER ,� V -\ 107 311,r > 0 LAYOUT LAYOUT ---I i (K T t \ REQUIRED 8Y. to _ ^ l 25 i \ POINT POINT _\ 7 ACCESSIBLE GASHWRAP. REFER TO C/Aq.4 N / N .4 8 BACKWRAP. REFER TO A/A9.4 - I( C 13 ) TTP. i 9 EXISTING ELECTRICAL EQUIPMENT AND TELEPHONE BOARD - 1- .- © - a TMP' I TYP. a � '(E) TOILET ROOM! ` / f Illi' V' L►Z.",P rLCOR 17 \ZE % I '"rjII I` IC ELCCTRIC/,L 1 AIIR X 0v • * -�-� pV ►i+ 0 O cKO o 7 , r, 1 A I &:o 0 11 PLAN TUBE. REFER TO DETAIL C/A14.1. LOCATE ON PLYWOOD BACKER -- 4, 1 A9.1 / aB_ ' 12 EXISTING STRUCTURAL BRACING ABOVE I 4-' ÷ Q iN 13 EXISTING PLUMBING FIXTURES TO REMAIN. G.C. TO CLEAN TO 'LIKE NEW' CONDITION l -1 ) en \ I I cR (r) , IV T„ rirM n ll.l T" "1 r1.I 7" II 'I'i- '.Irl II .'.\\If„T�',I �, I I I; p I '; 37 )co 1 H = I ( 31 ) co ^LIT„ 1 rM , /..'. -17 ,.�.-' 'I T2 /V.: II- l' \I _ ® O = 2q ( 4 m 8 A9.3 ® H Ian i cv ;Ii (C; E "'": F.. \'i IT „r•�-s--I�,�, III. I�i1 T ;�I N,_ TYP. �� TTP. TTP. O 0 Aq.2 - - 16 OPEN -N q _ _ `► \ f Wan, 19' r►,\T-1.1 I '.L TJILZ`T r.JJi I. :G1! G4TA,1L J,`.\Il. I -` w it q �� O, �- q © I �3! / 4_1O \ O0 Y \ •INDICATES NO REVISION TO THIS SHEET 18 OPEN (�-� + 1 ,� ri/� rr rr ii ri/ it rr<r 1 i T.P. L .0 i GM ,, u \T�r. 7.3.7.3T7-,1 IT :.\ r ,urs oor;r.: r,x I v Tr Jr I'll 1I 1 'LGA;: 71FL '..:.:11_111:. /,.J, :. u it - _- �_._: 17,,-,(.. 2b „Y_.____ - -- - - - - - _. I - --- - - _ 1 \ DRAWN BY: JMS 1 � 19 tL UI IC- TJ IL'' ✓' ..1r T.: TDr .Tr F►Y^P'' JR Z..'_IIIIlr :'11illll:I 73'/IIT,' \r'7►1tF!�G-E • N. _. II _ ! ( 3 ) 37.7 G;�, F ; �,;�# �u �� I CHECKED BY:APS/ELM 20 1-IA1,1, M^"!1-777 "" ,.,r-ro TI' IT" r 4'-1 1/2" 12"r STANDARDS AT 12" O} 12" , 4 STANDARDS AT 12" 4'-1 1/2" ` - - - .. I r TIl r�r,�.rlr�r r.. \T. !l ��1i„Ir / O 0. le I II �' EQ. 2`-0" O.G. i 0 2 -0 D.G. f EQ. EQ.� 4 A 21 EXISTING BOTTLED NATER DISPENSER ( 32 }- TYP. I ,I II ,, 8'-0" I• TYP. / 8'-0" / A8.1 �F,D ARCA." 22 EXISTING REFRIGERATOR AND MICROWAVE I IrA,. II �� t' • I II I " I II I II I 11 I II I II k II 23 EXISTING BULLETIN BOARD 4 POSTERS OM I,'I ( 24 }• I 4 -6 / 9 `0 I / 2 -0 3 -8 1/8 / 3 -8 I/8 / 2 '0 / q -0 ,,/ 4 '6 / ' I ��' 24 EXISTING EMPLOYEE LOCKERS I TqR {E.� � y��.. \2'-O I/4"� 2'-0 I/4"t/ ,rl I I NON-SALES I EQ. 'A' EQ. 'A' GERALD S.S MS l r r 25 ALIGN WALLS I I ( I ) • ' 69 2"x2"x48" METAL CORNER GUARDS MOUNTED AT TOP OF BASE- NON SALES AREA 16 GA. GALVANIZED, IW \, ><n 26 FASTEN WITH SILICONE, CAULK AT EXPOSED EDGES- REFER TO G/A14.1 I u: = II FC 43 ) I ti / o JUl 74,27 EXISTING DOOR BUZZER _' l� _ I0/006 a �� 1 -'PI ::./.-AE: !XII I Iri L\► ►J J✓'P 3i\ :"Z.;: , ,:-:-::G , I ^� I =J !w8°I (E) 15 I % !ADJACENT TENANT! 2G1 ARMOIRE UNIT TO BE MECHANICALLY FASTENED TO NALL ', �i I .I.G. 30 WALL MOUNTED MIRROR. SUPPLIED BY OWNER AND INSTALLED BY G.G. REFER TO INTERIOR 1t`. I� II ELEVATIONS FOR SIZE AND LOCATION. REFER TO A7.I, AI0.1 4 A10.2 1,_ .\.j, I Il I�� I CURTAIN TIE BACK WITH IN-NALL BLOCKING. REFER TO INTERIOR ELEVATION AND STOREFRONT �u `.I 1 SI ;Tdr . 32 EXISI TING WORK AREA / BREAK DESK1-11 I� 'rP. = I ILif 12/21/2016 I -t I.I.' 1�n 1 1 E`r.4."yN�" ,----7E f3 n p 1' E;..........-li...,',.. 'm.,......„. - CZ" ■ .r r 4r 7." T n I I I " I rrG 9 r,-, 1 ,. ... [.L.J- K7 -1.1 . . "I_I_ I ' I.I1 /GT-'HE "FW' GI Irl ,'II.I' 7.7FWEp T." 7i IrrT .�1 I.7 € z` •�57�. I L. I A^, • DRAWING TITLE: •35 F.R. SEATING, HANG BARS, HOOKS 4 GRAPHIC PANEL PROVIDED BY OWNER, INSTALLED BY G.G. .� --- "=-- 1 �- CONSTRUCTION -` • . ..•l 777!I • p/`I.M.1 77 ' Ir" I Il IIT 77 Rr >^CI I MAAI!/• 'I I Y T r' /1 r ' 6 n -, . 11.1rPLAN 37 G.C. TO PROVIDE F.R.T. BLOCKING FOR NALL GRAPHICS - REFER TO J/A9.3 4 L/A9,1 O O I INSTALL ADDRE55 AND SPACE NUMBER ON THE BACK OF SERVICE DOOR, IF NOT ALREADY 8'-0 3/4" 16'-1 1/6" 47'-6 1/16" 38 EXISTING CORRIDOR LL TO LL "� LL TO LL 39 SALES DRAWER BASES ARE FREESTANDING. NOT MECHANICALLY FASTENED TO EACH OTHER OR 301-0" 30'-0j1 • THE WALL / '' 40 INSTALL NALL PANEL SYSTEM - G.C. TO PROVIDE F.R.T. BLOCKING PER DETAILS - A/A9.1 DATE ISSUED: 41 EXISTING MOBILE SHELVING TO REMAIN GG HH JJ 12/22/2016 42 EXISTING FIXED SHELVING TO REMAIN PROJECT NO: 43 G.C. TO INSTALL FULL HEIGHT PEG BOARDS ON THIS SIDE OF MOBILE SHELVING ..I•-1 r11/"":1:=711 1G 7.,',111 I:7 7CM 1'1" X I"" ;11 ;1 L) 160530 NORTH ••[:-. zif,,;:.:L LJ,: 2 .r: I/.; 14.3� &.2-. T.11 ,-;:J , ;L�E ;;: ; :,-,�.� ;-.r..-r. LL Wil;:11lI rCr, r,/J..;.; DRAWING NO: 1 A2 . 1 CONSTRUCTION PLAN CODED NOTES N CONSTRUCTION PLAN 114'1 _ 11-011 A SYMBOL DESCRIPTION OWNER: t JUNO TRACK HEAD - WHITE REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ChICO's X' JUNG ONE CIRCUIT SURFACE TRACK SYSTEM W/EXTRUDED ALUMINUM CHANNEL FIXOR-1 LED DOWNLIGHT CEILING E GE U.N.O.O BE CENTERED IN A.G.T. 11215 METRO PARKWAY �R-1 �R-1 LED EMERGENCY DOWNLIGI-IT / NIGHT LIGHT FT. MYERS, FL. 33966 EM EM/NL ( l ..AZTJf 1 11,\LL _MIN lJ MOU 0111-' r:rrr TO->+tC.I r;.r. T3 JCI i'!Ir .:f J r.7X ■ SC-2 T CUSTOM WALL SCONCE WITH BLACK SHADE REFER TO ELEVATIONS FOR MOUNTING ARCHITECT/ ENGINEER: 5C-3 HEIGHT AND TO CENTER OF J-BOX 15 CUSTOM WALL SCONCE WITH BLACK LARGE SHADE REFER TO ELEVATIONS FOR !ADJACENT TENANT! $ E SC-.4 MOUNTING HEIGHT AND TO CENTER OF J-BOX N.I.G. :' 1 L iE_1 1 EXISTING SURFACE MOUNTED STRIP L ' 4-NL 1 EXISTING EMERGENCY SURFACE MOUNTED STRIP A- 0 i 1 e" co '5SURFACE MOUNTED LED STRIP S-3 !FITTING RM'S I— TYP. OF 6 1 C�7 I �(E) EXISTING 15(4' SURFACE MOUNTED FLUORESCENT 110'-0" AFF 1101c -5 Q(X) EXISTING (E) OR RELOCATED (R) RECESSED DOWN LIGHT P-IC IMP) - - - - - - - - -- - - - - - - - - - A' —CI T f c 3 ) 2 ,,,.d. LED, SEMI-RECESSED 2 LAMP (ADJUSTABLE) 111( ( ) SG-3 SG-3 IL =O i ( 3 ) EXISTING, LIGHT FIXTURE '�� -- I 0 W 2 ii (i) i7T-- - . ,. I I3CC En u) �E) EXISTING EXIT SIGN x X oI X - I IIO'-d' AFF! C Z 'n in w m w m w GLG'1 I o ® I I P-Ic r ig C CEILING MOUNTED EXIT SIGN WITH BATTERY BACKUP- EDGE LITTR-1 -1 -1 -I 7 3/4" I ( 2 ) - Iv EX-2 L 31_00.± _. 1,12"�, (on U EXISTING DIRECTIONAL EXIT SIGN (EXIST.) < ct ct = I I I I I I I I -_� - I7t® I '-0' AF N c I GLG-I U a o O OS I IP-IC 2E in ( )P EXISTING EMERGENCY LIGHT I@.,.(f) (E) (E) I I0 OEM U U7� ® 6 EXISTING RECESSED CEILING MOUNTED SOUND SPEAKERS �� t 3 ) L (.12 nI I _ - -- - A WI-FI - LOCATION IS TO BE CENTERED ON AND ALIGNED NITH LIGHTS lJ f O(E) u� 36.7 O2p76THEARCHITECT/ENGINEER ASSUMES NO _. ,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,, ` RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN ® SHOPPER TRAK - EXACT LOCATION IN CEILING TO BE DETERMINED BY VENDOR U I FITTING RM.LDUNGE I 97 _ R- SPECIFICALLY AUTHORIZED BY THE/A AND SIGNED �(� R-2 - - - - / i EQ. /• EQ. r AND SEALED FOR SUCH SPECIRC LOCATION IN THE lO'-O" AFF �- - - STATE.PROVINCE OR TERRITORY SHOWN!ON THE :- SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 0 SECURITY DOME. CEILING MOUNTED / HANGING (MOUNTED AT 12'-0" A.F-1=-) CPGG ' - L 7'-11 5/alit I. 8'-I 1/2"± 7'-11 7/8"± L cv AREAS MEETING THE STATED DESIGN CRITERIA SD (EXISTING) (EXISTING) (EXISTING) 0 w" -1 WM I 1 I I 1 I M EXISTING RETURN / SUPPLY GRILLES - - - - - ,9 II-6" ` (112hrria � 4 112'-0" AFF J GLG (E) D R-I P-1G s ° STORE NO: +,"• � '1 �� R-1 +►I-• R'1 4'-li 1/8"t 5'-0 1/4"t s 5017 SPIDER TRACK GRAPHIC HANGING SYSTEM AT STOREFRONT - t- !- _ l w oJl 73 in bin (EXISTING) (EXISTING) in r , IX ' X IX EXISTING ACCESS PANEL rnua mua mw _ 1 � PROJECT LOCATION: ,... u �. r, '' R'2 - R-2 O `-�-i -I vR-I ® Os c•1•� ® I z • u WASHINGTON SQUARE / E — ° 9330 SW WASHINGTON C ) SC-3 SC-3 SC-3 �, I �� J __ .._. . _ Cii J SQUARE ROAD © E SPACE #: W11 — ii EQ. EQ. l SALES! W ,1 140-•" TIGARD, OR 97223 LIGHTING FIXTURE SCHEDULE R o _ i. : �11'Cp'�AFI P-1G DESIGN TYPE: PL-IC II I LINEN AND LACE ri 0 SD I u I " I n # DESCRIPTION O f �, 0 7 -11 I/2 ± �. 7 -11 7/8 6 -0 3/4 51-011± C 2 ) 1 SPIDER HANGING TRACK SYSTEM - REFER TO DETAIL G/A8.3 FOR BLKG METHOD - G.G. TO CUT Z - (EXIST.) (EXIST.) (EXIST.) (EXIST.) IN FIELD AS REQUIRED u - R-2 REVISIONS: 2 G.G. TO INSTALL OUTLET EQUALLY BETWEEN SPIDER TRACK (CENTERED ON TRACK OR AS NOTED) Ci I I I01— - - - 00 - - - - - - - - - - Ili REQUIRED BY 3 HOLD END OF LIGHT TRACK AND SPIDER TRACK 4" OFF FROM FACE OF WALL OR EDGE OF N iHALLWAY! E� c��'AFF� �. 7 3�4 f SUPPLY GRILLE :% . .. , „ 6 __ �,�,12"I P-1G L AFF! ' I LII IE .� ",\L� :►'LI:I rC\� ,\2 '/2 GLG- )) o I 5 CENTERLINE OF ENTRY DOORS, EXIT SIGN, SHOPPER TRACKER, SECURITY DOME AND RECESSED - P-IC �/ c I LIGHTING I e I(E) TOILET ROOM I ca, rg 6 EXISTING ACCESS PANEL TO REMAIN - O(E) / , I I e'- " AFF T..^:I .7T ('7A1=' I /.:T :'IYT✓-'.r I CLG-5 -8 I/6' A - - 16V41).1/ '-13 l/�' A C - 1. 1 P-IC D - - — IWD. TRIM EQ.-. EQ- . WD. T�ZI41 - jj _J /k� 1 LI U T 1I T'il`rYff1 -4 - I P-3B J� .% I P-38 , -: 2 9 EXISTING NON-SALES LIGHT FIXTURE I -44 I ( ) It / irk T/ ? 711...; 11 ) SC-4 - SC-4 - 14 11 G.C. TO OVERLAP FLUORESCENT LIGHTS A MINIMUM OF 6" TO AVOID SCALLOP AT DISPLAY WALLq� ' 4-NL..... ...... 1. r 0 1AL1A / I ^_ 12 FITTING ROOM CURTAIN HARDWARE (2'-8" LENGTH) - REFER TO DETAIL K/A9.37 1 S'3 A S 3 I 1 I 45'-3 S_3 II 5_3 Ai E c�Ali 1 1 IF I ( 3 ) *INDICATES NO REVISION TO THIS SHEET aim' I - - - - - — — — — — — — - - - - — — — OD DRAWN BY: J M S 14 STOREFRONT CURTAIN HARDWARE (2'-8" LENGTH) - REFER TO DETAIL K/Ac1.3 1r CHECKED BY:APSIELM 17: CriC'I111 i I I !! LT 1) T-Ii -FiTTff1C FIQ '" '. ' 4 r DD 9 - -1111-0" AFF I 1 C G 5AFFw I c LG-I - II' CLG-5 16 ,:;;111 I1}-f, r,,L.L. J�,.� /1614 1!/0 4 rLATE .�� • .. I "!'.y1/. I I `' I P-IC P-IC WC-1 P-1G ljt,SD.0C4. 17 LOCATE CENTER OF EXIT LIGHT ON CENTERLINE OF DOORWAY/OPENING 6" FROM WALL OR SOFFIT r` I f� I �. . - I I b 18 E 0;4,11 F+tL4LL C/-,"I.:•II 7iZ7 ,\;- /E 361 IT.. .?T AX„II'G .V. /.Dr: I -NI` w^� (ADJACENT TENANT! „�I ft/.,\I III * N.I.C. GERALD$.13HRI:ARSH I:4 101 G.G. TO INFILL/PATCH/REPAIR NI-IERE 14'-0" CEILING WAS REMOVED (SHOWN HATCHED) II • y I !NON- ALES! • CODED NOTES ) P I fq'-Q�gFF1 I r o (p I ofF O 00 1. ENTIRE SALES / NON-SALES FLOOR AREA TO BE FULLY SPRINKLERED IN COMPLIANCE WITH ALL CODE REQUIREMENTS - REFER TO M.E.P. DRAWINGS 2. G.G. MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, ELECTRICAL, AND PLUMBING SYSTEMS, 9 INCLUDING CLEANOUTS, VALVES, DAMPERS, "J" BOXES, SMOKE DETECTORS, ETC. G.C. TO SUPPLY TY-• AND INSTALL ACCESS PANELS FLUSH WITH ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING ' ' r TO ALL EQUIPMENT LOCATED ABOVE THE CEILING. IF G.C. IS DIRECTED BY THE LANDLORD AND/OR u i 1 INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT SPECIFIED ON THE PLANS THE G.G. MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. II 12/21/2016 ANY WORK DONE PRIOR TO CONTACTING THE CONSTRUCTION MANAGER 15 THE SOLE RESPONSIBILITY OF THE G.G. AND ALL COST RELATED TO RELOCATING THESE ITEMS A SECOND TIME, AFTER DRAWING TITLE: CONSTRUCTION MANAGER DISCUSSES OPTIONS NITH APPROPRIATE PARTIES, WILL BE BACK CHARGED TO THE G.C. —i_ _ _ _ _ _ REFLECTED 3. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING - TYP. 1CEILING 1 U N LIGHTING 4. DO NOT PAINT SPEAKER COVERS, LIGHT COVES OR TRIM PIECES PLAN 5. ALL LIGHT TRIM IS TO BE STRAIGHT THROUGHOUT THE STORE, RUNNING PARALLEL TO ONE ANOTHER 6. ALL LAMPS IN RECESSED CANS TO BE TURNED THE SAME DIRECTION - HDATE ISSUED: 7. IF ANY LIGHT FIXTURES ARE EXISTING TO REMAIN, G.C. TO CLEAN TO 'LIKE NEN' CONDITION AND /� H \H JJ 12/22/2016 RELAMP ALL FIXTURES PROJECT NO: 160530 NORTH 2 DRAWING NO: A3 1 ■ 1/4" = 1'-Q" n GENERAL NOTES N REFLECTED CEILING I LIGHTING PLANA OWNER: NOTE: G.G. SI FLOAT TOING A MINIMUM OF ATE OUT FROM ChICO 1� TRANSITION STRIP ALIGN FLOORING MATERIALS. METAL DOOR AND P-t8 REFER TO Al2.1 FOR TRANSITION DETAILS. FRAME - SEE 'DOOR AND FRAME SCHEDULE' NON-SALES SECURE DOOR FRAME 11215 METRO PARKWAY AT FLOOR SLAB AND HEAD AS REQUIRED FT. MYERS, FL. 33966 P-15 5/8" TYPE "X" GYP. ED. \1/4 Ilillr /EACH SIDE ' ARCHITECT I ENGINEER: 0E P-2B > 1111 II\ V 1 I �(2) 3 5/B" METAL STUDS co o P-25 - FASTEN TOGETHER - -FITTING ROOMS! SECURE TO FLOOR SLAB !ADJACENT TENANT! HEADER IWTYP+I1 OF 6) N.I.C. SALES FIRE TREATED BLOCKING -1/P-2B CAULK EACH SIDE IB F FG-6 t I NOTE: FRAME MUST BE SET TO FIT (1/16" MAX.) - - - - - - - - - - - - o I TIGHT TO TOP FINISHED FLOOR • "- - - - - - 2 cr, .4. - F NOTE: HEAD DETAIL I �, I � 1 t t I I I I- I 1° NOTE: G.G. TO PROVIDE RATED 1 0 SIMILAR I I I I DOORS 4 FRAME A5 SCHEDULED L R I I I I - - - - - _ -- - - - V •' ' . .. ILL] co 3U _ 1._0" I I I3C C 3 La RATED DOOR JAMB / HEAD DETAIL _ S I V r 61 r . # DESCRIPTION I MC �) _ HATCH AREA INDICATES AREA FOR G.C. TO INSTALL MALL FLOORING - FROM STOREFRONT TO1 ti) L ci c° ' LEASE LINE. Q N - 2 PRE-FINISHED CASHWRAP I U Q o 3 PRE-FIN15H} D BAGKWRAP 14 14 14 - B-2 c U 4 G.C. TO CONTINUE FLOORING BENEATH CASHWRAP AND BAGKWRAP 16 16 16 5 A7.1 Yr,,��1,..,.. . E § 0 5 ANTI-FATIGUE MAT INSTALLED OVER FINISH FLOOR F CD 12., ,I//�/ .a -C Q T1'P. !FITTING RM LOUNGE D © ii ' 0 ••1 7\�11;�7 : II I= 11171, l.T:= I I \111=2.:-n1:, ;r7r 1j TE r►c" \err. I - .� � CA .. 7 : ( H' WG-1 1:-2A/WC-1- NW VP t ( 1q ) H AM ,/////'///,"„ - - 36.7 :,\:"� ': "\"1 \"IDG AND 11ICT,�iN► I 1:f7=7177237 E;;=\'1 'l l- girl \''2 [ lY't 17 ,tiePPia ",1�. 1t +s� P9L+"/ic;/ ')K 'C^A1'11r""V ' ) .'!t'VVii rIG1 9 AIV 1" 1'T, I ",�I: © i� \\,,\‘‘N. 02616 THEARCHITECTRLIABIENGINEERTH ASSUMES OF FC-IA FC-IA r�� FC-1A �,� "` RESPONSIBILITY ORLIABfLIT PROJECT THEUSE RTHAN F Li.1 SPECIFICALLY AUTHORITHESE PLANS FOR ZED Y THEMANDSIGNED i• ... r.+ r i i i i t c"" r. -rr' n-r i i r.n i i i r.i n n r Al2.I D AND ROVINCE OR TERRITORY&SUOMI ON THE FIC LCCATION IN THE " .. .. .. 1' �"'.-'\ �- . _ T.. ' .'�P41 VIP MALL O SEAL THIS BUILDING USE IS ONLY APPLICABLE IN 16 16 16 1� �` `� Ff_� (E) TILE AREAS MEETING THE STATED DESIGN CRITERIA, II 7,4c:::lK _Ing,\ rr.'r, _ _ _ _ U- .-:. NDOUL� 3I�.:.. T-\ .. :11E . ; 1:.L.. ,.� I 3) CfbinaDiII a 13 3V\LL+/ rL.;,�r. ',r.r.\ r-a:� �,• .:.Ili 1�r. X IRT/r►i►::. / .;.3. I I: r: �� , A VII AI2.1 E t 4 _ +� /I.12.1"/III (";- 14 STORE NO: G.C. TO CUT FG-IB TO FIT IN THRESHOLD OF DOORWAY CENTERED. BOTH SIDES TO ALIGN WITH ISALE51 OUTSIDE EDGE OF CASING. ® 14 P-2A/WG-1 ® "" " AI2.1 5017 /x :A" ." -T-00+99-\;":". i_:1147 I J Z& /. .. : ::,\1 1 -jr.,111:: "I-1 t�) 1I i L�Jr. T117L.N15�G, I •/-A:7.�2 H _ B -11P- a �� /�s { 15 71= 211,\L� .\"(I I I I. 11'-L 121[ K.-.:_;1 rr c\ ,t c\ A1I.1 FFG-1A 1 .\.\.\,.:,\.�x PROJECT LOCATION: i, TIT'. S ` " 16 FLOAT FLOOR 1/8 PER FOOT AT FITTING ROOMs . WASHINGTON SQUARE r . \-727 !_.\r" 1 A5.I - �� / /'/" .N//,,, F 9330 SW WASHINGTON LT>;rr��\72 71�: ,'.HZI 17:7 ■1(17 7.\7I II \V ,�.., e�1 --1E7 Li. ',L DUL i, YR P6,2I:7 I y' --- `"" ` 412.1 SQUARE ROAD 18 '\r'\'fl_:Y.._IIT'1 I L I I „ - - 1� W'// -" �: - SPACE #: W11 C.G. TO CUT DOWN TO FIT I ROW OF PLANKS - CENTERED IN DOORWAY; START PLANK IS QC -. � e-' TIGARD, OR 97223 '� HATCHED 2 �-22 ) L. A7.1 r 20 �� ITC1V�tiT L i i II I TC -iT +L) tiff/,L r i l2 Jr r'L'l II\ i/41:7:Y1 :.TA44ER /,T'T�ti I, OT/,':T u J (E) TILE �� FC-1A // DESIGN TYPE: LINEN AND LACE 21 START TILE U z I CE) GONG. a (E) TILE G � AD.1 / (II `•) 1 Al2.1 j • G.C. TO INSTALL TACTILE EXIT SIGNS THAT READ 'EXIT' TO COMPLY WITH IBC SECTION 1011. 5 I �P. REVISIONS: N I I HALLWAY ! � �� REQUIRED BY 22 REFER TO H/A14.1 ut q - rT - W P-1A -- / B EXIST. / ) ICALL'I 1.4(..) -' F (E) TILE © - ® I E4P..IIE) TILE 4 J B EXIST. �� i= 7 -�.. « .c , / A7.1 I F (E) TILE • I _._ ,.., 0 w _ 1 o 0 0 1--, ..._, 7 I C 0 5 ) OM i I • 1- P-3B P-3B WC-I 4 WG-1 P-35 N P-3B • I - - - - WOOD TRIM WOOD TRIM WOOD TRIM WOO1 TRIM i I I ///. �. Vi i, WG-1 / `D N.-'. I I I % / I I I ;i 'INDICATES NO REVISION TO THIS SHEET I 1 i /, /////////////////// / / ' I.1 ' -Hn-N I CHECKED BY: APS/ELM 1 - - - - - - - - - - - - - - G 41111 DRAWN BY JMS _ a (E)36"X48" (E)36"X48" co NI- eD 7. CII iiiI 'n (E)36"X48" (E)36"X48" twi I NON-SALES I 7,0 IADJACENT TENANT! GERALD S.8HREM&H16,a W P'lA X N.I. G. • A� FINISH PLAN CODED NOTES P I ^ F (E) VCT 5 EXIST. - I �` `� o w of O1 �. (E)365C48" (E)30X48"" I I I I. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM OWNER. 74 2. G.G. TO PROVIDE MOISTURE VAPOR EMISSION TEST RESULTS ON THE SLAB AFTER THE SPACE HAS x X 1 10 BEEN ACCLIMATED TO TEMPERATURE FOR A MINIMUM OF ONE WEEK. TEST AT 6 LOCATIONS ON ^ ILI THE SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING LOCATIONS SHOULD BE NOTED ON -� THIS SHEET WIT!-I THE CORRESPONDING RESULTS AND SENT TO CHICO'S PROJECT MANAGER FOR t I REVIEW. PENDING THE RESULTS THE G.G. MAY HAVE TO SEAL CONCRETE AS DIRECTED. 1111 M. I I I 12/21/2016 3. ALL FIXTURES IN SALES AREA ARE PROVIDED BY OWNER AND INSTALLED BY G.G. - COORDINATE (E)24"X481 (E)24"X48" (!=)24"X48" k I FINAL FLOOR FIXTURE LAYOUT WITH P.M. N DRAWING TITLE: r. 4. REFER TO SHEET G1.3 FOR FINISH SCHEDULE. a FINISH PLAN 5. G.G. TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON TILE. 6. G.G. TO ROLL WALL COVERING AT TOP OF LOW WALLS AND OVERLAP WALL COVERING FROM I I OPPOSITE SIDE THEN STAPLE t CAULK. 7. G.C. TO ROLL ALL WALL COVERING AT INSIDE CORNER FOR CONTINUOUS RUNS. B. REFER TO DETAILS N, P 4 R/Ac1.3 FOR PERIMETER HARDWARE DIMENSIONS. �� DATE ISSUED: (.._G.2--- HH JJ 12/22/2016 PROJECT NO: 160530 NORTH 2 DRAWING NO: 1 .1 1 A5 . 1 FINISH PLAN GENERAL NOTES N FINISH PLAN 114 1'-0" A OWNER: chicois SALES FLOOR FIXTURE LEGEND 11215 METRO PARKWAY FT. MYERS, FL. 33966 QTY. DESCRIPTION ARCHITECT I ENGINEER: 1 ADA FITTING RM BENCH il $ Uiifl t2: 1 0 L co" co- •G !ADJACENT TENANT1 5 STANDARD FITTING RM N.I.c. o BENG�I .1 v — lj o cn 50 54" ROUND TABLE I M ILJN] I •Q coo ]— —1 , i — 7 I _______i I .1 1 -"--- ILL II II - 11 re 14 I 2 Li] co CIC 0 310 Z � NV V) in .:r Lo 8 BRA DRAWER UNIT I hi 1 . a 11 II _ 0 1 I I0 h ! I I o s 0 NIGH-I CAPACITY FIXTURE E: § ..r:r I II iiiifn r . H / 11711 ° ° 36.7 \ ` 02016 THE ARCHITECT I ENGINEER ASSUMES NO n RESPONSIBILITY OR LIABILITY FOR THE USE OF 1II•II 11 I THESE PLANS FOR ANY PROJECT OTHER THAN i I o SPECIFICALLY AUTHORIZED BY THEM AND SIGNED II �1 1 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 4 STRAIGHT RACK - N THE ARTE.PROVINCE OR TERRITORY EATr MEETING HE5TAISODESKCRIWN OTERi IN SEAL THIS BUILDING USE IS ONLY APPLICABLE O � D 1_ I II I � cioma e __).... 1 - 1 1 ° o- - _ ____:._,.„ c6 '1 1 _ STORE NO: 14 o T-STAND I o to 5017 rz O \,\.\ u • PROJECT LOCATION: ° z WASHINGTON SQUARE I I '" """"""""" I -i 9330 SW WASHINGTON a I IWij C 1iL] I SQUARE ROAD 0 SMALL OTTOMAN $ h _ 1 ._,4_, SPACE #: W11 � � �` TIGARD, OR 97223 I0 — l — 0t) i LI DESIGN TYPE: r �' z ' I LINEN AND LACE u iCl D 1 i �' �, 1 I REVISIONS: 0C ) OVAL ENTRY TABLE I I I / J — © 1 .I REQUIRED BY: 1 1C t PERSONAL CARE CART - :)- -•- U S7 _J ) �� U_ — HL -. Q -.A [it H . -\- /i . CASNWRAP ACCESSORY L_ jL7)\\\\N.,..____4 1I AGCF�XT FIXTURE(PROVIDED BY VENDOR) _ 0 11 j r •INDICATES NO REVISION TO THIS SHEET / / 0 1 oaa l III III I I — — _ _ _ _I — — — — i — — — — I i DRAWN BY: JMS I I (E)36"X48" (E)30X45" I__ CHECKED BY:APS/ELM I I ARMOIRE 6 I L — — — — — I 3 BRA / 3 APP sOD 004, to ' (E)36"X48" (E)36'X48'1 'ADJACENT TENANT! 681/0 S.MOW 3 \•A �IIG�I CAPACITY ROUNDER N.I.G. x76' � x �. x :r _J k" OF I I OR (E)30X48" (E)30X48" MANNEQUINS _ 4 Lu • BUST FORM: X v x -,PANTY FORM: X w 3/4 FORT"1: 6 E Li 1 12/21/2016 (E)2415(46" (E)24"X48" (E)241X48" x DRAWING TITLE: 1 GNAIR — — — — _ 2FIXTURE PLAN l DATE ISSUED: GG HH JJ 12/22/2016 0 61x101 ENTRY RUG Y PROJECT NO: 160530 NORTH DRAWING NO: A6 .FIXTURE LEGEND N FIXTURE PLAN 114" = 11_°I1 A OWNER: P P chico's I P-2A I P-IC --1 WC-1 I A7.1 A7.1 HALL CEILING I P-1G --I P-2A ' I-- I ---I P-2A I T-4 I P-1C TYP. P-2A TYP. 1 T-4 P-1G 11215 METRO PARKWAY CEILING WALL P-28 CEILING ALIGN P-28 CEILING WALL 10'-0" A.F_F,{�- " TYP. ALIGN WALL 8.0. (E) LOUNGE GLC, T io-o A.F.F. lo'-D" A.F-F- TYP la'-o" A.F.F.± FT. MYERS, FL. 33966 B.O. (E) LOUNGE CLG. B.O. (E) LOUNGE CLC. — B.O. (E) LOUNGE CLG.T EQ EQ,, 1$" , 18" 5u 5n 5___ 51, �u s� 5n _ 511 5—\. r�u �— 5u u„ 5u\ 5a EQ. EQ ARCHITECT/ENGINEER: �- i -rte . \- \ \ \ \ \ ,,,\ Y Y c a '7 1r n \\ \\ \\ (E) DOOR 4 FRAME WITH \\ \\ \\ .� 3 8 i3 v •/ _ \ %,.: 5 -3 A.F.F. \ \ \ ��NEW 1-1ARDWARE (TYP.), \ \ \ ., S o \ ` CURTAIN TIE BACK \\ \\ \ ''fir G.G. TO PAINT DOOR 4 \ \ \ o . cn OPEN TO / FRAME I P-2B I % % % TH t 8 ` r - ! M-2 SALES AREA / // _-- // I / / / NEW DHARDWARE (TYPOOR 4 FRAME ,) 0 4. _� -: �//�f,�c. ..: C-3/A10.1 SIM. @♦ / {.�. fl.- t� fl� p, m m D 3 /—at _y // \\ II G.C. TO PAINT DOOR t / / / [IJ l� / / / FRAME I P-28 ( s iv / i / i i — / — i �I J { 1 1 0 " I I ! 8E2 tith 0'-D" f` ' 1 0'-O" I I 0'-0" F= FINISHED FLOOR FINISHED FLOOR ' FINISHED FLOOR ' FINISHED FLOOR 3/All X q" F.R.T. `-1 B-1 -1 I T-4 FT t{ B-1 I B-1 ( I T-4tit71 IN-HALL P-28 D P-2B P-28 P-26 f D. D P-2S P-28 BLOCKING TYP.— TYP. TYP- TYP. TYP. TYP. TYP. `S WALL A11.1A�11.1/ Ali.l ALL T-� TRIM, (E) FITTING ALL T-4 TRIM, (E) FITTING2 TYP. TYP. ROOM DOORS AND DOOR CASINGS IN TYP. ROOM DOORS AND DOOR CASINGS IN i FITTING ROOMS AND FITTING ROOM FITTING ROOMS AND FITTING ROOM 0 LOUNGE TO BE SPRAY PAINT LOUNGE TO BE SPRAY PAINT >; FINISHED BY G.C.1 P-2B I FINISHED BY G.C.I.P-2131as LLI cQ 1/4" = 1"-0" 1/4" = 1'-0" I 1/4" = 11-0" I 1/4" = 11-0" iCt c g 2 INTERIOR ELEVATION _ 1 S INTERIOR ELEVATION _ M INTERIOR ELEVATION I _ i H INTERIOR ELEVATION _ j D 2 REFER TO DETAILS N, P $ R/Aq.3 FOR vil L N m PERIMETER HARDWARE DIMENSIONS Q a —I P-2A I I T-4 I- IA7.1 -I P-2A y Uo E s P -2B TYP. STOREFRONT SYSTEM -ARMOIRE FIXED TO 0L 'L. TYP. 121-0" A.F.F. P-2A I P-2A WALL (TYP.) - REFER P-2A E U I AS SPECIFIED t=l ED � _I ( � I8.0. DISPLAY CLG- 1 TO DETAIL P/Aq.2 / 11'-0" A,F.F. E o r T / f B.O. (E) SALES CLG. `° i �/ / /r , /' 10'_0" A.F.F. ) Y q'-0" A.F•F.A / f/f/ T.O. ENTRY CEILING ' 8.0. SOFFIT 1 , 1 ` B.O. SOFFIT 02016 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FDR THE USE OF Y THESE PLANS FOR ANY PROJECT OTHER THAN 5-1 y 1/ �1 T.D. TRIM �/ JJ/ __,,;,,-, l _ SPECIFICALLY AUTHORIZED BY THEM AND SIGNED / / jANDSEALEDFORSUCHSPECIFlCLOCATIONINTHE/i/ REFER TO 1 n7 — J►+—\ / STATE,PROVINCE OR TERRITORY SHOWN ON THE ///)// X „� SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 11 - R.C.P, \ t// AREAS MEETING THE STATED DESIGN CRITERfA/v. 1 / 51-3” A.F.F. 5'-3" A,F.F.OPEN TO %/' G AI 1 Ac fa n i a SALESCURTAIN TIE BACK / ) ff /� URT N T E B CK/fAREA % / / I I I 1 �\ // ^� HALL t FINISH I "°'-_ / \ �� / STORE NO: AS SCHEDULED /� / 4 / 5017 FITTING ROOM I 11 . . / \b 0 -0 lI I 1 I V //// I 14 11 0 -0 1 iI A I K PROJECT LOCATION: LOUNGE MOLDING N FINISHED FLOOR A FINISHED FLOOR T • I T-4 I0 WASHINGTON SQUARE 410P-28 B-1 I 1 T-4 B-1 I I 5-1 ENTRY DOORS 8-1 WALL PANEL B-I P-38 P-25 P-38 P-38 AS SCHEDULED- P•-35 DISPLAY SYSTEM D P-38 9330 SW WASHINGTON (TYP.) - REFER A11.1 SQUARE ROAD TO DETAIL A/Ac1.1-- TYP• SPACE #: W11 - TIGARD, OR 97223 INTERIOR ELEVATIONS 1/4" = 1"-°'+ 1 C DESIGN TYPE: LINEN AND LACE N REFER TO DETAILS N, P 4 R/ACi.3 FOR Z 0 Q -'SOMA' SIGNAGE: 14" H 'S', I/2" PERIMETER HARDWARE DIMENSIONS REVISIONS: wk P --I P-1C I I B NON-1ILLLUM NATED LETTERSMOUNTED REWLAREDBY: �=w A7.1 112�'-0" A.F F V CEILING (� P-2A I- -{ WC-1 P-2A I �'-1G H WC-1 I T-2 I- —i P-2A I P-2A -ARMOIRE FIXED TO >� 5.D- DISPLAY CLG. j CEILING p.,,�� P-35 ( TO DETAIL P/Aq 2EFER 11'-0" A.F.F. 11'-0" A.F.F. ( I J 11'-0" A B.O.fY SALES CEILNG B.O- SALES CEILNG B.O. (E) SALES CLG.T LU R LU ALIGN #J,4, 0 ALIGN. V cz ---J T.O. TRIM? q'-0" AFF _ , r FITTING ROOM1 P-2A I 48.0. SOFFIT •p LOUNGE MOLDING HALL EQ Q . \ r o .�EQ:EQ,. • I T-4 I Lu I P-2A 1 P-28 2" 2" I P-2A I ----> i Li - i FITTING ROOM 4 5'-3" A.F.F. il , . • - LOUNGE MOLDING CURTAIN TIE BACK ' • N I T_q 1 I / \ •INDICATES NO REVISION TO THIS SHEET P-28 , TT•.•4i= - DRAWN BY: JMS P-28 a-I + iT CHECKED BY: APS/ELM O P-28 i Ay iv 0'-0" O'-0" • I I to 1 I IIS I -. . T it r� III 1 0'_On I L t 01_0o* FINISHED FLOOR* -�FINISHED FLOOR FINISHED FLOOR 11 D AR I FINISHED FLOOR 0 B-i I 411 Li B-1I L P-38 Apll.l �I B-1 HALL M -PREFINISHED B-1 7 5-1 I • +r�{ ,P-3B P-38 REFER TO DETAILA/Ac.i CASHWRAP P-38 P-38 TYP. G�•. I S.SHREM r 3/4" 1 n 1/4" n * �'. .. WALL PANEL SECTION ma I B 14'0F Olik v 1 -o P INTERIOR ELEVATIONS I = 1 -0 ��, REFER TO DETAILS N, P 8 R/A 1.3 FOR IPERIMETER HARDWARE DIMENSIONS -WALL PANEL DISPLAY -HALL PANEL DISPLAY I P-IG SYSTEM (TYP.) - 35 3/4" X 5c1 1/2" -ARMOIRE FIXED TO SYSTEM (TYP.) - -ARMOIRE FIXED TO CEILING 7 P-2A I REFER TO DETAIL -1 P-2A y I P-1G GRAPHIC MOUNTED TO HALL (TYP.) - REFER REFER TO DETAIL —I P-2A I 1 P-1C HALL (TYP.) - REFER 12'-O" A F- 12/21/2016 A/Aq.i CEILING WALL REFER TO E/A9.1- TO DETAIL P/A41.2 A/Aq.1 CEILING TO DETAIL P/Aq.2 1 B.O. DISPLAY CLG, 11'-0" A.F.F. 11'-0" A.F.F. B.O. (E) SALES CLG,r B.O. (E) SALES CLG. DRAWING TITLE: q'-0" A.F.F. INTERIOR ., EQ. 4, EQ. B.O. SOFFIT' ELEVATIONS if / \ vir F....--,Y--.. V . ,-, -E- 1 P-2A 1 7 AV JP, 5'-3" A.F.F. 5'_3" A.F.F. i � I \\ // CURTAIN TIE BACK* CURTAIN TIE BACK DATE ISSUED: 1 OPEN TO - 12/22/2016 s T(1FITTING ROOM i I LOUNGE - I ,i104II \, / _ • i / \ _ _ ' _ _ _ _ 11 _ - , _ _ PROJECT NO: / V i I I 1 I 1 I 1 - 1 . II - 160530 / NII 1 1 I 11 III ' I I II 1 0'-0" 1 " I H 11 ) 11 I III it / (1 11 1 I II I 11 ‘< li 0'-0" FINISHED FLOOR FINISHED FLOOR u " -I M-2 LDRANERB-1B-1 DRAWER UNIT B-1 B-1 DRAWING NO: 4110 tl B-11 UNIT tH 3/�1 X q P-38 F.R.T. IN-WALL C-3/A10,1 SIM. FREESTANDING (TYP.) D� P-35 D P-38 P-35 FREESTANDING (TYP.)-- P-3B P-38 - BLOCKING TYP. MIRROR All.l TMP' A11.1 TYP. TYP. INTERIOR ■ ELEVATIONS 1 I 1/4" + 1"-0"' A I 0 'SOMA' SIGNAGE: 22" HIGH '5' X 1/2" THICK OWNER: LETTERS, VERIFY EXACT PLACEMENT IN FIELD, J 36.7 A PROVIDED 4 INSTALLED BY TENANT'S SIGN A8.2 A8.2 /Li �TO PROTECT DURING CONSTRUCTIOTO N G.C.IN. i STA L/ ERSENANTAND 1ENSURE ADEQUATE BLOCK NG G.C. TO COORDINATE WITH c h i c i � 11215 METRO PARKWAY 1'-Il 3/4" (8) EQUAL TILES 1'-11 3/4" FT. MYERS, FL. 33966 3/4" BLACK REVEAL AT TILE WIDTH , START TILE (8'-4 3/4") START TILE TILE WIDTH BOTTOM OF BULKHEAD START TILE 4- START TILE ri SF-I I Ct- I P. I 15'-lO 3/4" A.F.F.* ARCHITECT/ENGINEER: 15F-3A . .. . . . . i• j. . . . . .. . . . . . . . . / � //,. . . . - . . . . . . . . . . . . . . . . . . . . . I f //i I. . )7 . . - . . i ..,�,.,,,. .— ////��/�� . . . 1. . . . " _ �, T B.O. BULKHEAD E TYP. II I O. STOREFRONT _ _ 1 $ � � 1 � � I � I I I I LL yam+ U ty t' a I / I I 00 jj 9F-3A � � .� I ta► / I TYP. U o o L m I c. ..ail► 11111,4 ` T� . 1 0 co ° S _ . i_ IT . 1 , r I 0 .. .c LLI m w EQ.JQ. EQ. cri -i / EQ. ( jI EQ. EQ. ,EQ. EQ. 1 Iit I T � T % 1 .I 1V-0" A.F.F. 1/2" CLEAR TEMPERED / B.O. ENTRY PORTALV) GLASS TRANSOM WITH 1 / I SF-5 (FROSTED FILM I 7. . . . / I 1/2" CLEAR TEMPERED o (TYP.) /. GLASS TRANSOM WITH � / / I SF-5 /f ` I . . . ./........ . . . . . . . . ..., . //// . , .;; , . ; (TYP.) STED FILM 2! ". . . . . . . I f . . . I /.. . . . . .. 411-10" A.F.F. c I / jl / / / / '' L— , I T.O. DOORS WTU I - - - - -7_ T :/ -_ — - - - - - - - - --1�I // // \\ 11 \ p r) I,f }� TGLAZING CLIPS ( I I \ / cn G SPACED EQUALLY O.C. / 7 / I / "d (E) ADJACENT TENANT i • - 9 (48" MAX.) (TYP.) I / /t) I I / I CONSTRUCTION TO REMAIN. Q - G.G. TO PROTECT DURING Y / I / //\\ I CONSTRUCTION D a in I // t 0 v314" BLACK REVEAL �= e// I j/ \ /// 3/4" SLACK REVEAL 1 § 1/2" CLEAR TEMPERED / I I / \ 1/2" CLEAR TEMPERED a coCD GLASS (TYP.; > )); �� 2 I GLASS (TYP.) r t4'-10 /?3u \ / I/ I,i ��3/$�� / / t,i Q u ' 02016 THE ARCHITECT/ENGINEER ASSUMES NO I I ) \1/4" (/� l ii ) ,1 f4N �,' ) / j I RESPONSIBILfTY OR LIABILITY FOR THE USE OF f J THESE PLANS FOR ANY PRO.IECT OTHER THAN I III III till / f I LEASE LINE 1 1 I _ - t , ^ — — — — — — I X\ / / SPECIFICALLY AUTHORIZED BY THEM AND SIGNED _ `-j _ / 4t—tea LEASE LINE AND SEALED FOR SUCH SPECIFIC LOCATION IN THE / // STATE,PROVINCE OR TERRITORY SHOWN ON THE 1 _ f/// / SEAL THIS BUILDING USE IS ONLY APPLICABLE IN ISF-2 I it.•• - - - �` \ /' -•Ic �- SF-2 AREAS MEETING THE STATED DESIGN CRITERIA ■ TYP. /- - - - - - - — — \ / TYP. I III— — — / -111 II —III \ / 1 I I / I I I I I / Croina t , I, I , j I IV/i , � i I III I I I / I STORE NO: - _ - - �rA / I / \\ // //// / / / / / T.O. STOREFRONT ABASE 5017 — __—_ �—_ — __ ——!l \�/ I 1 I l �_�,�} — 0,-0* PROJECT LOCATION: - Q 7 - a - a _ ra FINISH FLOOWASHINGTON SQUARE • GLAZING CLIPS: HI-TECH GLAZING p �s 0 ' 0 •9 O (- OF DOORS, STOREFRONT 9330 SW WASHINGTON SUPPLIES, 1 1/2" DIAMETER GM-GC112BN. G.C. TO ADD THIN LAYER OF SILICONE H T-4 'BEYOND - REFER TO SIGNAGE, AND LIMESTONE SF-I G-2/A7.1 FOR DETAILS I SF-1 SQUARE ROAD BETWEEN CLIP AND GLAZING ON BOTHTYP. STOREFRONT SIGNAGE DRAWINGS TO BE SIDES OF WINDOW TYP. SCHEDULED DOORS AS SPACE #: W11 5C�-!EDUCED SUBMITTED UNDER SEPARATE COVER TIGARD, OR 97223 STOREFRONT ELEVATION 1/2" ��_°„ C DESIGN TYPE: LINEN AND LACE REVISIONS: REQUIRED BY: • I I I I I LINE OF SOFFIT ABOVE LINE OF HEADER ABOVE - LINE OF SOFFIT ABOVE =-t - I -LINE OF CURTAIN KING 4 JACK STUD - REFER TO STRUCTURAL 1 I HARDWARE ABOVE DRAWINGS REFER TO STRUCTURAL (TYP.) LINE OF CURTAIN I 'INDICATES NO REVISION TO THIS SHEET -J DRAWINGS (TYP.; ENTRY DOORS AS HARDWARE ABOVE N\\\\\\�\ SCHEDULED DRAWN BY: BRW r CHECKED BY: APS/ELM A8.3 I \ I I DOORS SHOWN DASHED =-E A IN CLOSED POSITION E G-1 G-2 A8.3 I I I (FOR REFERENCE ONLY) A8.3 A8 3 SOFFIT A8.3 SOFFIT �, 2'-5" , 11 ",1} LEASE LINE �' ,�� 1 ( I to ^ -- N� I 1 - ( I I 1 t.., �� el \ \\ Ai - ...... [T\ 'k\ / , N \ ni.X��r u�fy� 77777777 TENANTSEPARATIONGERALD S.$HREMSH \\\\\\\\ IU,J�! U U U U 1 \ co WALL AS SCHEDULED 69 5" EQ. 1,50 EQ. /2 v CpIr(E) MALL COLUMN - � r " 15", " `T ".10 b fr ��r�,► l 7/1.../ ` 1"Pi 1'-11 5/8" 13'-5 1/2" , 3'-0 5/8't v - I 0 LEASE LINE '++ 0Fi 0 TENANT SEPARATION h \ r,1,_____._, - /� I \ .71. `. I WALL AS SCHEDULED it 2 c -+ / \ % _,_____ /;////44—i - �/ i/)7(//,' ///17 I z ? ,,,,/,,,A13 ____ �� ,� ,, 314" BLACK REVEAL 3/4" SLACK REVEAL7 ! I 12///i///4! -' -' 1, /�/// ALIGNFACEOFTILE - - `- - '......• ..'•• - - - - - - - - - - - -4 . . — ALIGNFACEOFTILE __ WITH FACE OF 3/4" _-- ,_,—-- —0, I I WITH FACE OF 3/4" 12/21/2016 T REVEAL REVEAL LEASE LINE AND LEASE LINE LEASE LINE TILE ABOVE \MIN. DRAWING TITLE: 1'-6" f EQ. EQ. EQ. 1'-6" 1'-11 1/2" i0" , , (PR) 3'-O" DOORS ,,, 10" `.�. 1'-11 1/2" 1'-6" ,�. EQ. / EQ. 1'-6" STOREFRONT \tt'-) 1/8" (t4'-1 3/3 ) \!/411 (±41-i0 3/8") \I/4" (±4'-!0 3/8") /< HOLD HOLD (t3'-6 1/4") (t3'-6 1/4") � � ±1'-1 1/8"� PLAN AND 15'-0 1/4"t , 3'-5 1/2" , 8'-4 3/4" • I 3'-5 1/2" r 7'-5 1/8"t ELEVATION , LAYOUT LAYOUT 10" 42,_11 3/8" POINT POINT ,. DATE ISSUED: ' / 43'-0 1/8" V.I.F. 1. 12/22/2016 OVERALL LEASE LINE 37.7 c 36.7 PROJECT NO: A8.1 160530 DRAWING NO: 1 A8 . 1 STOREFRONT PLAN 11/2" ^ 1'-o A I , / 1 41 (E) MALL BULKHEAD, PROTECT DURING / I oti 1 (E) MALL BULKHEAD, PROTECT DURING OWNER: CONSTRUCTION CONSTRUCTION ChICOIS . • I I 3/4" BLACK REVEAL 3/4" BLACK REVEAL I 1/2" F.R.T. PLYWOOD -- I 11215 METRO PARKWAY _ PAINT TO MATCH MALL PAINT TO MATCH MALL FT. MYERS, FL. 33966 7.--- ---.. BULKHEAD BULKHEAD I - / \ / 151-10 3/4" A.F.F.* G.C. TO PROVIDE AND 1/2" F.R.T. PLYWOOD/ 1 151-10 3/4" A.F.F.00L ARCHITECT/ ENGINEER: ( / I 1 T.O. STOREFRONTT.O. STOREFRONT 1' G.C. TO PROVIDE AND INSTALL 5/8" TYPE 'X' i INSTALL 5/8" TYPE 'X' I + + I + + I B.O. BULKHEAD G . 5D. TO BACK ± ± I ± ± I 1 I I 5.0. BULKHEADE E GYP. BD. TO BACK I 1 SIDE OF MALL. I At . + + -1- + BULKHEAD (IF NOT ± + i + SIDE OF MALL i i 1 :i `.i 13 8 — EXISTING) , \ . -.. . g BULKHEAD (IF NOT I / EXISTING) \ \ / Of,/ /C — - '''' 8 8 + \ .\ 1 1 al AB.3 +‘ c) -t- \ . co co F. 3 + 1± oi -; \ ± • -o 1-. \ SIGNAGE - REFER TO \ 1 I= SHEET A8.1 (Odell . A. STOREFRONT FRAMING I 2 c,, .4. I REFER TO STRUCTURAL I 0 DRAWINGS (TYP.) ED. TI-IINSET PORCELAIN TILE 1.11 , \ I SF-2 1 OVER 1/2" „, DENS-SHIELD TILE BACKER ON 3 5/8" X 20 GA METAL O << CC c g 2 _Z Lo .st 1 O.C.ST11DS TYP. U.N.O. AT 16" BOX HEADER - REFER 1 °) (?2ai ^qrL) -C u) G TO STRUCTURAL 2 -6 4, THINSET PORCELAIN TILE \ DRAWINGS (TYP.) STOREFRONT FRAMING - -. 4*** - —— .-.' -... 1 5F-1 1 OVER 1/2" 0 a 0 REFER TO STRUCTURAL 0 E to _c as _I DRAWINGS (TYP.) — El ---) 17 ---17-=-1' N DEN5-514IELD TILE BACKER -I,- — .. . -_ ON 3 5/8" X 20 GA METAL V) 0 in 1 7 I ,,,..., I 1 — 1 I 0 STUDS TYP. U.N.O. AT 16" E §, 1.) O.G. 2 0 't \ I . .c 0 7) \± + \ I -q Tr+ \-F. ± CO I \ \ \ _ + + \+ +\ I 1, , I 12' 0" + + F-1 ,N + + N. 12'-0" A.F.F.* C2016 THE ARCHITECT/ENGINEER ASSUMES NO . . . . _ 1 / > I RESPONSIBILITY OR LIABILITY FOR THE USE OF I ! ."'';' (TYP.) .a.G. / B.O. DISPLAY CEILING ''''. ...., BOX HEADER - REFER TO STRUCTURAL DRE3A.N01,NGENST(RTYY ,744 ..tsaL.. I T.O.DISPLAY WINDOW THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. ,-, _Jo 11 -0" A.F.F. / _444.111-0" A.F.F. 'Pr B.O. (E) SALES CLG. , , 5p/ABI" TYPE 'X' GYP. BD. 1'5.0. (E) SALES CLG. STORE NO: __ _____, NT P-IC / \ 1/2" TEMPERED GLASS 5017 (E) SUSPENDED ) RECESSED CAN (E) SUSPENDED .1__. I WITH FROSTED FILM PROJECT LOCATION: GYP. BD. CEILING GYP. BD. CEILING . PAINT I P-1C 1 / 1 - -j" PAINT I P-1C 1 WASHINGTON SQUARE 9330 SW WASHINGTON ...::;-4.7.1 .4.1.., CURTAIN 1-IARDWARE SQUARE ROAD _ ...__ 5/8" TYPE 'X' GYP. _ - 101-0" A.F.F.4, I 101-0" A.F.F.&., SPACE #: W11 T.O. MULLION BD. PAINT I P-2A I 5.0. TILE T ai:j 4:11-10" A.F.F. T.O. ENTRY DOOR* 101-0" A.F.F. I TIGARD, OR 97223 BOX HEADER - REFER EQ. 1.' EQ. / 45.0. SOFFIT -ma LEASE LINE DESIGN TYPE: TO STRUCTURAL ./ DRAWINGS (TYP.) / _ . — •NNI PORCELAIN TILE 5/B" TYPE 'X' GYP. BD. PAINT I P-2A 1 LINEN AND LACE A85 4 (BEYOND) SF-i t" - - BOX HEADER - REFER 5 1/4" I REVISIONS: 2 3/4"/ TO STRUCTURAL 1 AB.3 REQUIRED BY: 4 7/8" . 31_00 DRAWINGS (TYP.) \ .,I (14OLD) .,6.111 I 1/2" ti -----\ 3 I 1-11 1/8" 4 1/2"/-_.„,„ I 41-4 1/a" _ ,l . — - // 51-3" A.F.F. - IN WALL BLOCKING CURTAIN TIE-BACK -01 ENTRY DOOR AS WITH IN-WALL F.R.T. / / SCHEDULED BLOCKING •INDICATES NO REVISION TO THIS SHEET ."-*"...... ------- —---.. 1/2" TEMPERED GLASS DRAWN BY: BRW - / \ _ — \ ( _ CHECKED BY:APS/ELM 1 _ ___ I _ — ... *SWDARC,p ..5 es ..O LINE OF WALL 4.) . ilk/ e) BEYOND ..4 31-0 A.F.F.iL GERALD&SHREMS14:00 (;. DOOR HARDWARE T • .9 (..i. .4 LEASE LINE ffriA / 0 F 0166S 1 ...*. ....... ..........• •''...- i \ . / EQUAL EQUAL AB A (CUT TILE) (CUT TILE)''''. ,,•, .. ----- .."* 12/21/2016 DRAWING TITLE: NOTE: NOTE: NO CONSTRUCTION SHALL BE ATTACHED TO, NO CONSTRUCTION SHALL BE ATTACHED TO, STOREFRONT SUSPENDED FROM, OR PENETRATE THE SUSPENDED FROM, OR PENETRATE THE METAL DECK ABOVE UNLESS SPECIFICALLY METAL DECK ABOVE UNLESS SPECIFICALLY SECTIONS DETAILED. ALL WORK MUST BE ATTACHED DETAILED. ALL WORK MUST BE ATTACHED TO THE TOP CHORD OF JOIST OR TO THE TOP CHORD OF JOIST OR STRUCTURAL STEEL. STRUCTURAL STEEL. -. AB. Al2.1 / \ 12/22/2016 . / , ( I I .egri' I T.O. BASE* PROJECT NO:in 1 n I I 160530 1 1 = II 0.-0",„L_ I \ r 0.-0"0„L , DRAWING NO: - • ''''Pl NEW TENANT FLOORING REFER TO A5.I / NEW TENANT FLOORING REFER TO A5.1 - (E) MALL FLOORING FIN. FLOOR T toill NEW TENANT FLOORING REFER TO A5.1 _1_ _ .." 47- / MALL MATCH FLOORING/ (E) MALL FLOORING FIN. FLOOR T A8 . 2 STOREFRONT SECTION THROUGH ENTRY 11/2" = 11-0" 1 j STOREFRONT SECTION THROUGH DISPLAY WINDOW 11 1/2" = 1'-O" A _ 1 _ _ OVVNER: 4" W. X 18 GA CONTINUOUS SHEET chico's _ METAL BLOCKING WITH TOGGLE BOLTS. IF TOGGLE BOLTS CANNOT 4" W. X 18 GA CONTINUOUS SWEET BE USED, (EX: THE HAT CHANNEL- METAL BLOCKING WITH TOGGLE 11215 METRO PARKWAY SITS IN THE WAY OF THE TRACK), BOLTS. IF TOGGLE BOLTS CANNOT - 1/2" F.R.T. PLYWOOD - 1 1/2" ALUMINUM EXTRUSION, THEN FLAT 1-IEAD SCREWS HE USED, (EX: THE HAT CHANNEL PAINT TO MATCH MALL "T" ANGLE BY "STYLMARK" FT. MYERS, FL. 33966 MATCHING SPIDER TRACK ARE TO SITS IN THE WAY OF THE TRACK), BULKHEAD #150014 - PAINT TO MATCI-1 BE USED FOR FLUSI-4 MOUNTING TI-IEN FLAT HEAD SCREWS ADJACENT FINISH PAINT SCREW HEADS WHITE I /----. 7 I F 1 D A8.4 opp.A5D.4 ....-—---,. \ MATCHING SPIDER TRACK ARE TO BE USED FOR FLUSH MOUNTING PAINT SCREW HEADS WI-IITE • ( ( ( t ( « « ( ( ( ( « « N 4 4 4 TTHILIENRSEIESFTTE:R-5P.37)TASR71-1C2EuRLLEAKFI i 4RN SECTIONS EANDT* ARCHITECT/ ENGINEER: I + + i 1 1 :, :.& I 1 71-11-1-4 1 / / - \ \ / _ .) ,i) 8 8 + + _ __ _ is + I \+ + \ I I 1 I //+ +/ / 1 1/2" DENS-SHIELD \ I I/ / TILE BACKER ± +1 L.__i 1 . + ±z 1- -1 + + II lil _aliqk B.O. DISPLAY CEILING I _+ + 1 • r• — — , I B.O. DISPLAY CEI LING* 0 I I - - REFER TO SECTION I , ;AL". REFER TO SECTION -4 FRAMING - REFER TO __ _________t_.----- I I I 1 _ - i 1 I -fit-am.. I a STRUCTURAL DRAWINGS 6 -i CURTAIN HARDWARE di ) EQ. EQ. • II EQ. , EQ. j THINSET PORCELAIN I -o >, -a - 7 3/4" fr -.-_- 112" . v f 7 3/4" , TILE - REFER TO A8.1 = t 8 ARemmomm..m. --am a ftm.. gam . , ....... ..0 F.: A41.3 SPIDER der _ TRACK LEASE LINE 41/7) ..... ...... SYSTEM - - SPIDER _ -___I SYSTEM I 1 t i CONVENIENCE OUTLET I TRACK -1. CENTERED BETWEEN4.0 . I 4" , CONVENIENCE OUTLET I _ TRACK - REFER TO / - • / CENTERED BETWEEN 0 SHEET A3.1 It ELEC. .•(---- LEASE LINE TRACK - REFER TO NorUNEI c DRAWINGS SWEET A3.1 * ELEC. ,, m 40,04_ DRAWINGS FRAMING - REFER TO STRUCTURAL DRAWINGS I LEASE LINE I 3" = V-0" D -AP.- ' FRAMING - REFER TO STOREFRONT HEAD DETAIL - I _ TYPE 'X' GYP. STRUCTURAL DRAWINGS I "C•5 ;2 •4' •si TYPE 'X' GYP. I t LINE OF BD. PAINT! P-2A I x• 0 ko TILE I SF-1 I :•-• 6 vt. li SD. PAINTI P-2A 1 11_ ,LB.O. SOFFIT BEYOND ii. B.O. SOFFIT . 2 ti 4z '11 REFER TO SECTION REFER TO SECTION T INTERIOR Nt MALI. CONCOURSE ... S 0 E to BLACK ANODIZED ALUMINUM 1: m 1/2" CLEAR TEMPERED ci) 0 r) I STOREFRONT SYSTEM BEYOND I U).! 02016 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED "IC GLASS I 1 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 411) STATE,PROVINCE OR TERRITORY SHOWN ON THE , 4 1/2" 1, 1, 4 1/2" 1. SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 1/4"/ 1/2" .\1/4" i 1/2" 4111 EQ. ,. •(. ,p Ot-6" A.F.F.4._ T.O. BASE T AREAS MEETING THE STATED DESIGN CRITERIA. / pail r 410M/a • 31-0n . 5 1/4" , , 5 1/4" . 31-00 4 7/8" e •' HOLD . , HOLD 2" $ 4" STACKED -4 STOREFRONT SYSTEM BASE PIECES ON AS SPECIFIED - FULL 6" STORE NO: INTERIOR OF STORE PIECE ON EXTERIOR 1/2" 0 EXPANSION BOLT @ 5017 _________.----------- 24" O.G. (HILTI KWIK BOLT II OR EQUAL) PROJECT LOCATION: 14,-----' WASHINGTON SQUARE r T, EQ.: FI / FINISH FLOOR T 9330 SW WASHINGTON SQUARE ROAD 4 1/2" - .e SPACE #: W11 TIGARD, OR 97223 11 1/2" = l'-0" 3" = 1'4Y C DESIGN TYPE: • SOFFIT DETAILS 1 G STOREFRONT BASE _ LINEN AND LACE --.., THINSET 11 ' 41 PORCELAIN TILE OVER 1/2" REVISIONS: . DENS-SHIELD JOINT - TILE BACKER REQUIRED BY: . / 4 LINE OF CURTAIN It : .. i • HARDWARE ABOVE OUTSIDE - 5/8" TYPE 'X' GYP. BD. PAINTI P-2A KING * JACK STUDS - REFER TO STRUCTURAL DRAWINGS 7 3-5/8" X 20 GA ...4/....* CORNER ' METAL STUD AT • 16" O.C. (TYP.) - KING 4 JACK STUDS - REFER TO — 5/8" TYPE 'X' GYP. BD. PAINT I P-2A I LINE OF SOFFIT V / it FACTORY EDGE STRUCTURAL DRAWINGS ABOVE - DOOR SHOWN DASHED - LINE OF BASE LINE OF SOFFIT ABOVE - LINE OF LINE OF BASE IB-1 BELOW I 8-1 1:113ELOW (TYP.) ,0 14CAURRTDANIANRE (TYP.) PINOSTII-4TEIOCNLO(FSOERD - BOX HEADER - REFER TO -S.. REFERENCE ONLY) STRUCTURAL DRAWINGS N ABOVE I * i _______,„ . . ir —I _ —4-- eit', ' '..,=__I____ , , • T . '1 - 10 V - J 1 ' .7-'4' . 7.:0 I ,--11 -7/ IN Irr---' — m I _ . _ _ . _ t--- . Y *INDICATES NO REVISION TO THIS SHEET I \ .4-2. 1--- .1_1-- .. / . 1 .e.„ 41E14' 1- -cr. _ ,j T.__ 7r. ---, ;k 1 Y IiscP i - DRAWN BY: JMS TENANT LP , • co J -, L -- ___..., . .-: d) Lo i • ._ _ d) CHECKED BY:APS/ELM 1.... SEPARATION DOOR PIVOTS TO BE PLACED TO .. „ WALL AS - al. , ALLOW DOORS TO OPEN A 61, .. SCHEDULED , MINIMUM c10 DEGREES WITH ALL I DOOR HARDWARE INSTALLED DA ke F.R.T. BLOCKING F.R.T. BLOCKING 4. - - BOX HEADER - REFER TO FOR CURTAIN 1 , FOR CURTAIN (4) DUSTPROOF STRIKES STRUCTURAL DRAWINGS BOX HEADER - n TIE-BACK ! / 1 TIE-SACK INSTALLED AT BOTH OPEN - , - I REFER TO / CERAM S.Slillnitip AND CLOSED POSITIONS. REFER TO DETAIL A/Al2.1 FOR STRUCTURAL DRAWINGS 3-5/8" X 20 GA • A: .0 (E) MALL -rot LINE OF BASE INSTALLATION INSTRUCTIONS. METAL STUD AT TENANT COLUMN / I B-1 I BELOW COORDINATE FINAL LOCATION — KING 4 JACK STUDS - 16" O.C. (TYP.) SEPARATION (I%4 7 ,. TO REMAIN (TIP.) - KING 4 JACK WITH PM. HOLD OPEN TO BE REFER TO STRUCTURAL I WALL AS /d , • ,„,(:y. z STUDS - -Z3 a MIN, 4;10' TYPICAL. G.C. TO -N DRAWINGS b a SCHEDULED 'vh'OF 00' STOREFRONT SYSTEM AS / .41 5/8" TYP. 'X' REFER TO i 0 STRUCTURAL 7,-);1 lo VERIFY DOOR HANDLES DO NOT CONFLICT WITH TILE . . I . b 9 , 0 _, , 0 Tn a SPECIFIED. G.C. TO INSTALL 1 GYP. BD. - PAINTI P-2A I DRAW I NGS N To FINISH IN OPEN POSITION. .7-- L ir) - — STOREFRONT SYSTEM AS SPECIFIED. G.C. PER MANUFACTURE'S INSTRUCTIONS. TO INSTALL PER - STOREFRONT t ,,. I SF-1 MANUFACTUERS SPECIFIED. - ..4_,. . T INSTRUCTIONS. - KDRRIENFAGENR4INTGJA:CK STUDS - BOX HEADER - G.C. TO To ..... /_(/; STRUCTURAL INSTALL PER REFER TO 12/21/2016 MANUFACTURE'S STRUCTURAL ,_/ • INSTRUCTIONS. ,C=1_,...deo - BOX HEADER - DRAWINGS ‘, REFER TO DRAWING TITLE: E STOREFRONT I 1'-0 3/4" , ,48.4 SECTIONS 1'-0 3/4" STOREFRONT :111 DOOR STOP - REFER TO OPP. ----.-----"N ----1- ---- , ' / / \ DETAILS DOOR SCHEDULE ' -, 1 . , -Pi _ 3-5/8" X 20 GA METAL '.- 4 — —y u-, i - STUD AT 16" O.C. (TYP.) , r --1--k - I 117mm a" .7T .! 71 I Mi ii 4_ i II I 1/4 3/4" BLACK METAL II . -.‘ N N DENS-SHIELD - BOX HEADER - REFER TO _ REVEAL PER MALL - 1/4" i n ri,bpi ,,,,ti rim I 1 TILE BACKER --- r13/E4T"ABLLARCEVKEAL 1 -P n Ln STRUCTURAL DRAWINGS ...J LOI "r-P• 0 1 IIIW - AT THIS PER MALL STANDARDS DENS-SHIELD b . .. . 1 ..._..., 1 1 ..._ TILE BACKER I a - 1— STANDARDS -a- - - ' LOCATION ONLY - 1 DATE ISSUED: a AT THIS BOX HEADER - 1 47 ( ?t...2a.d...b.ioa......a.a.ia.a...a,...aa..L.....„="g-' • IC- I SF-1 I \ I A8E.4 1 _ - ------- LOCATION ONLY REFER TO - -s) -:s) 12/22/2016 _ . . . STRUCTURAL SF-2 DRAWINGS - . _ _ -.._ - ..... — — - - _ r ...... ..... .. PROJECT NO: " - 1/2" DENS-SI-HELD L 1/2" DENS-SHIELD E-2 TILE BACKER 160530 TILE BACKER L LEASE LINE - 1/2" DENS-SHIELD LEASE LINE 1 — THINSET LEASE LINE AND LINE OF A5.3 TILE SACKER - THINSET - - PORCELAIN TILE STOREFRONT TILE ABOVE COINCIDE - I I SF-2 I KING 4 JACK STUD - REFER TOTYP* - TI-IINSET PORCELAIN TILEI SF-1 I PORCELAIN TILEI SF-2 DRAWING NO: STRUCTURAL DRAWINGS 11-1 3/4 1/8"± / 1,-.4,, , e 11-11 1/2" 11- 11 • • II- 1 -1 . / \ " HOLD / A8 • 3 1 1 1/2" = 1'-o" 1 t. a 1 1/2" = 11-0" 1 1/2" = 1'-O" STOREFRONT ENTRY E NEUTRAL PIER A NEUTRAL PIER I I IN .. .. I . - 4 ' ,2 1/2" j,2 1/2" , OWNER: '\/>rRIFY IEPIF� 1 chico's CLEAR TEMPERED GLASS q _ 1 = FRAMING - REFER TO THINSET PORCELAIN ii, � /DOORS As STRUCTURAL DRAWINGS SF-2 I 11215 METRO PARKWAY } '-� '` / I I I FTILEJ FT. MYERS, FL. 33966 D / fi � / REFER TO DOOR / / �t101— ---'— 1/2TILE" DENS-ET SCHEDULE FOR HANDLE ARCHITECT I ENGINEER: SPECIFICATION r.---ter W ,c f � 1, ! Q v5 cc v 3'-b" A.F F- ! , > A8.4 • _, - CZ l' C DOOR PULL / ,ri LK 4 II(L� - U1L = m 2 4�� 'Cl �C 12'-0" A.F.F. 0L p F.R.T. BLOCKING ____,/ � =1 .-. T.O. DISPLAY htINDOW y C4 AS REQUIRED 0 0 0 COORDINATE HOLE / LOCATIONS 4 0 Z -o T DIAMETER W ' / STOREFRONT SYSTEM r?�1�l� SHIM AS REQUIRED I m E MANUF. AS SPECIFIED �'- INSTALLATION .1 1/2u CLEAR TEMPERED INFORMATION _______71 // GLASS ti) �. in � .q I SF-2 —(--- - ;.c- BEYOND M 4 1/2" I 0 ELEVATION ALIGN, i SECTION0 •\1/2„ 1/4"r — —I' , 5 1/4” I• �� z Q NOT USED 3" = 1'-0" 3" = ..1,..0.. ( `ao ° MDOOR HARDWARE DETAIL _ I-I STOREFRONT HEAD DETAIL I _ I C} z � � 0 Q g . . W U as x toUto Q FRAMING - REFER TO E § 3 �• TILIESET PORCELAIN STRUCTURAL DRAWINGS N v a k<1 1 1 i E0 (nom ..: • x THINSET PORCELAIN '� 1/2" DENS-SHIELD TILE I SF-1 RESPONSIBLITYIORLIIABIILIITYFORT EUUSESOF • TILE BACKER 'K THESE PLANS FOR SPECIFICALLY AUTHORED BY THEM PROJECT TAND SIGNED .�, �* 1/2" DENS-SHIELD AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE -e_.,. � 1/iG� \ _ TILE BACKER AC SEAL THIS BUILDING USE IS ONLY APPLICABLE IN X AREAS MEETING THE STATED DESIGN CRITERIA ♦• 1 1/2" ALUMINUM -I-\\ / ~` ♦'` EXTRUSION, "T" ANGLE \ ��-•/ k .` BY "STYLMARK" #150014 I 1 12'-0" A.F.F.k_ Craina a PAINT TO MATCH I B.O. ENTRY CEILING ilr I ADJACENT FINISH 5/8" TYPE 'X' GYP. BD. PAINT I P-1C G \ ,/ 1 1/2" ALUMINUM EXTRUSION, STORE NO: A8.4 �` "T" ANGLE BY "STYLMARK" 5017 #150014 PAINT TO MATCH 5/8" TYPE 'X' GYP. BD. ADJACENT FINISH PROJECT LOCATION: LEASE LINE WASHINGTON SQUARE 9330 SW WASHINGTON SQUARE ROAD SPACE #: W11 TIGARD, OR 97223 NOT USED T NOT USED T I STOREFRONT DETAIL FULL STOREFRONT DETAIL 3" = 1'w°�� C DESIGN TYPE: " LINEN AND LACE K K REVISIONS: REQUIRED BY: II 1 I _ X FRAMING - REFER TO 88 1 STRUCTURAL DRAWINGS OX 5/8" TYPE 'X' GYP. BD. I P-2A PORCELAIN TILE I SF-1 I F.R.T. WOOD BLOCKING AS REQUIREDX BACKER ROD AND � _Jr11L_ X SEALANT BOTH SIDES �J� X• 10'-0" A.F.F. B.O. TILE F.R.T. WOOD SH 1 M 'INDICATES NO REVISION TO THIS SHEET AS REQUIRED _ 9'-10" A.F.F T.O. ENTRY DOOR DRAWN BY: JMS DOOR PIVOT. REFER CHECKED BY: APS/ELM TO DOOR SCHEDULE. HEADER TO MATCH ROCKWOOD 489 DOOR STOREFRONT FINISH . STOP IN FOREGROUND2 3/4" 0 c(SCLHOWN DASHED FOR . .4CLEAR TEMPERED f� n GLASS AS SCHEDULED -it el J( ), 4 1/2 y ...a...a" GERALD S.SHREWISH/2" . 769 /1 NOT USED NOT USED DOOR HEAD 13" = 1'-0" vs zi'l NOT USED P K T _ B7Z'OF 00 STOREFRONT SYSTEM AS SPECIFIED. G.C. TO INSTALL LINE OF BASE PER MANUFACTURERS BELOW I B-I INSTRUCTIONS. 5/8" TYPE 'X' LINE OF SOFFIT ABOVE GYP. BD. PAINT I P-2A 1 12/21/2016 O - - - Y- �, V DRAWING TITLE: STOREFRONT If' II DETAILS 4.0 Q Nt N. ___ AA X.X. • iA DATE ISSUED: 4 S Icy r�)r�(� 1/4" THINSET PORCELAIN 12/22/2016 2016 REFER TO PLAN /— TILE I SF-2 I *44 — 1/2" DENS=SHIELD PROJECT NO: TILE BACKER — LINE OF THINSET 160530 PORCELAIN TILE ABOVE —• _ _ _ _ DRAWING NO: LEASE LINE J A8 • 4 NOT USED N NOT USED J STOREFRONT DETAIL I 3" = l'-°„ NOT USED 3,. = 1'-O" A . TO PROVIDE 314" X i'-1" K G.C. TO PROVIDE 3/4" X q" FRT OWNER: NOTE: DRYWALL SCREWS ARE NOT >////_GC. FRT PLYWOOD IN-WALL ALUMINUM END A N PLYWOOD BLOCKING (TYP.) ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT AqBLOCKING (TYP.) /'q 2 CAP (TYP.) r WALL AS SCHEDULED Aq.1 Aq,2 ALUMINUM STANDARD WITH CLIPS ALUMINUM END CAP C Ii ' C O S •+ 1 i 11215 METRO PARKWAY i � �-�- _ \ i 1 -44 HALL AS SCHEDULED . -T. ,--- >' . _ :1-1:\ . FT. MYERS, FL. 33966 3/4" W W- '" 4 ( . 1 ► /J//ilii// i/ii /rii/ilii/Ji/i/i/i/iiiiii/ii ii i//Ji/i/i/;/ii/i/i//J)iiiii�y2iT,�fiiiliiiiiii/7�)iiiiilllJiiiiiiii71117iiiii/liiiiiii/, F.E. x x r - 1 r ` -- 1 PREFINISHED ARCHITECT/ ENGINEER: 3/4" F.R.T. PLYWOOD BLOCKING WALL DISPLAY /� ANCHORED TO MIN. OF 3 STUDS NO BASE BEHIND ARMOIRE (TYP.) SYSTEM E E ____::"..777.----7 SEE ( k SEE c $ CLIP, RIVETED TO ALUMINUM CONSTR • 12" 2'-O" 2'-0" 2'-O" 12" CONSTR O ,.,_� / WALL STANDARD (SHIPPED PLAN ` I / s I I` PLAN Y X / LOOSE AT END TRIM) .c .c e P2coo 0 i .1-i 6 p ROUTED GROOVE IN BACK SIDE v OF WALL PANEL TO RECEIVE CLIP o f9 Ic - - _. ALUMINUM WALL STANDARD L J L k._ Jtan ATTACHED W/ (4) 4:t8 FLATHEAD f t d- --'-- �' / SCREWS AT 24" O.C. VERT. I AI M ) /•"Q PREFINISHED WALL DISPLAY SYSTEM I SALES FLOOR ARMOIRE -WOOD BASE BELOWAi - (� -FREESTANDING DRAWER BASE. ONLY WHERE - Nr2 _ SHOWN ON CONSTRUCTION PLAN. DO NOT VZIF MECHANICALLY FASTEN TO WALL OR EACH OTHER. LU >' c .. V 4 � 3"=1'-0" ( 1 1/2"=1'-0" CC _ g In WALL PANEL END CAP DETAIL _ S WALL PANEL PLAN DETAIL I _ D -tgz ,..,,,, U fn NOTE: DRYWALL SCREWS ARE NOT E U ACCEPTABLE FOR PANEL/ CLEAT ATTACHMENT Aq.I \ (11/) v < CC t / REFER TO REF. 9 o CEILING PLAN .0 E co / 0) ULo E / WALL AS SCHEDULED 35 3/4" W X 5q 1/2" H 0 Ecu EQ. ,,. 2'-11 3/4" EQ. ,, GRAPHIC BY PROVIDE 3/4"x°1" OWNER, G.C. T.G. .0 sp coo 3/4" PLYWOOD BLOCKING IN WALL PLYWOOD . r__ ,!-�'�W/ (2) #12 X 2" LONG BLOCKING / SCREWS AT EACH STUD. CLIP, RIVETED TO ALUMINUM !/jam ————//////////////2' 0201 HEARCFORA SUM /// RESPONSIBILITY OR LIABILfTY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN {SPECIFICALLY AUTHORIZED BY THEM AND SIGNED f WALL STANDARD (SHIPPED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE LOOSE AT END TRIM). SEAL THIS BUILDING USE IS ONLY APPLICABLE IN STATE,PROVINCE OR T RITORY SHONM N H ROUTED GROOVE IN BACK AREAS MEETING THE STATED DESIGN CRITERIA • / SIDE OF WALL PANEL TO RECEIVE CLIP FREESTANDING DRAWER --� ALUMINUM WALL ZS) UNIT W/ WALL PANEL �� STANDARD. ATTACHED W/ CoSYSTEM BEYOND REFER TO (4)#8 FLATHEAD SCREWS @ REFER TO i CIOnZa REFLECTED CEILING PLAN STORE NO: 7-- 24" O.G. VERT. r / * < PREFINISHED WALL -- - - ji- REFLECTED CEILING PLANT 5017 DISPLAY SYSTEM ►///// ��iiiiiiiiii�` o o i PROJECT LOCATION: m I o o WASHINGTON SQUARE I m 1 0 0 9330 SW WASHINGTON I I I I o'-o"4_ SQUARE ROAD FINISH FLOOR I SPACE #: W11 3" = 1'-°" 3/8"=1'-0" I TIGARD, OR 97223 WALL PANEL DETAIL - R MARKETING IMAGE ELEVATION _ L DESIGN TYPE: 4( HALL 4 FINISH AS LINEN AND LACE INDEPENDENT UNISTRUT P1001 MAX. --ARMOIRE - G.C. SEE CONSTRUCTION PLAN SCHEDULED .a WALL 4 FINISH AS SCHEDULED SPAN 12'-O" TO PROVIDE 3/4" /SEE CONSTRUCTION PLAN . UNISTRUT BEAM CLAMP P2867A OR P •68A X 1'-1" FRT IN 12" 2'-0" 2'-0" 2'-0" 12" REVISIONS: FOR DOUBLE CONNECTION TO SAME UPPORT WALL PLYWOOD / •• / i 11 T.O. SHELF ALIGNS WITH T.O. PANEL BLOCKING REFER TO REF. 35 3/4" W X 5q I/2" H REQUIRED BY: //////j� �� A CEILING PLAN FRAMED GRAPHIC. TOP OF - PREFINISHED WALL FRAME @ 7 -6 3/16 A.F.F. A .1 gyp. _aee.„„...<„ 1) IIII r► +f DISPLAY SYSTEM - EXISTING 5T-40CTURAL JOIST p A SEE SECTION A/AcLI ''-4 7/8" A.F.F. N. OR BEAM - DOUBL UT W/ LOCK WASHER Aq.2 Aq.1 _ _ ALUMINUM WALL OF F.R.T. PLYWD. BLOCKING I (3) -OINT CONNECTION W/ AIRCRAFT STANDARD WITH \ I I 3/4" F.R.T. PLYWOOD BLOCKING -SLE @ 3/32"4) (MIN) SECURE TO iT 77-/TT/77i . mTT/TIT CLIPS - I --*7 . EL. IF� ALUMINUM END CAP - 6'-tO 5/8' A.F.F. =EAM OR JOISTS ABOVE W/ CADDY ___rJ OF F.R.T. PLYWD. BLOCKING B.C. (BEAM CLAMP 100# CAP) BYFIRE EXTINGUISHER ,,`qViir` ERICO DR FLANGE CLAMP 4H56 TYP = = G.C. TO PROVIDEa �' 3/8" JAM NUT AND WASHERS 3/4"x q" F.R.T. - �.A PREFINISHED WALL DISPLAY SYSTEM ry, - J-BOX WHERE OCCURS IN WALL PLYWOOD - -.40. _ - _ _ -.� BLOCKING - SEE Aft � FOR FIXTURES - -- - - - PLAN = I% I�% ! �� WEIGHING 60-200 - �� ® r v G.G. TO PROVIDE 'INDICATES NO REVISION TO THIS SHEET Pr Er \, 4V //f LBS. 3/4" q" _ � X F.R.T. __ - PLYWOOD 3/4" F.R.T. PLYWOOD BLOCKING DRAWN BY: JMS - ' 4 �,,,, SUEPRENDED CEILING ASSEMBLY - - _CP - BLOCKING (TYP.) - " CHECKED BY: APS/ELM 1 „ o c OF F.R.T. PLYWD.SBLOCKINGT 3/8 AM NUT - 3/8 COUPLING r �, - 3/8' AM NUT e I e e e „ ►n 'ASE A 1" CLEAR ilk CANOPY AVER e I n e e SCRIBED WOOD BTIGHT - �'C p ARCS TYP. i♦ 3/8" THREAD-• ROD TO FLOOR FINISH .3 rJ, ■III RETAINER NUT e I e e e P-3B m ELECTRICAL PONE- ORD s 3/4" F.R.T. PLYWOOD BLOCKING I I I I o'-o" - r 3/6"ilk EYEBOLT CHAIN FINISH FLOOR DRAWER UNIT FREESTANDING WHERE GERALD 3.StittI;1NISF#+ CONNECTOR AND CHAIN Co SHOWN ON FLOOR PLAN • v't' .9 IIS TURE ATTACHMENT AT CEILING '- WALL PANEL ELEVATION - K h - 3'-4 5/8" A.F.F. :.,' I'' '. c OF F.R.T. PLYWD. BLOCKINGF O • \I- A. —,r.. 2'-8 1/2" A.F.F. R 6 Aq.1 C OF F.R.T. PLYWD. BLOCKING - TYP. w 1 1 w . \ , ) L --) . L SALES FLOOR SALES FLOOR _, r F 12/21/2016 ARMOIRE. REFER ARMOIRE. REFER I 7, : I TO CONSTRUCTION TO CONSTRUCTION PLAN A2.1 PLAN A2.1 I I i'-7 5/8" A.F.F. >>� OF F.R.T. PLYWD. BLOCKING Y DRAWING TITLE: I I INTERIOR L- . -� 1'-0" A.F.F. SECTIONS -\ 1� - H.O. PANEL* 1 -1 r-- ..i.--G.C. TO SCRIBE FILLER ONLY AND DETAILS WHERE END OF DRAWER UNIT IS N I VISIBLE FROM SALES FLOOR. II I 111 PAINT TO MATCH WALL PANEL • FIN. FLOOR I AFIN. FLOOR DATE ISSUED: D -- I B_i l B_1 12/22/2016 EQ. 2 11 3/4" EQ. / ..'-, A11.1 P-3B SEE CONSTRUCTION PLAN FOR DIMENSION TYP A11 1 TYP. P-3B PROJECT NO: 160530 35 3/4" X 59 1/2" H METAL STUDS IN ACCORDANCE WITH STUD Alli GRAPHIC MOUNTED TO • SIZE MATRIX. SEE DETAIL F/AI1.2 DRAWING NO: HALL REFER TO E/Aq.1 MY NOTE: DRYWALL SCREWS ARE NOT ACCEPTABLE FOR PANEL/CLEAT ATTACHMENT ik9 • "I MARKETING RAGE PLAN DETAILI 1 1/2-1 -° I MARKETING RAGE SECTION iv -° E WALL PANEL SECTION 11 _° 1 A I I 1 OWNER: THIS DETAIL IS FOR REFERENCE ONLY; FOR THIS DETAIL IS FOR EXACT PANEL DIMENSIONS- REFER TO THE ALUMINUM STANDARD WITH CLIPS A A REFERENCE ONLY; CONSTRUCT ION PLAN AND INTERIOR ELEVATIONS A'.2 A9.2 FOR EXACT PANEL c h 1 c c Is WALL AS SCHEDU LED--\\1/4 /--ALUM I NUM END CAP DIME REFER TO k_ TO THENSIONS* REFER R.C.P.T -• "LA 1 • / :-B CONSTRUCTION 11215 METRO PARKWAY ........,L-) L C r. .. PLAN AND INTERIOR ELEVATIONS FT. MYERS, FL. 33966 L/ , . ,/,/(7)„„r),y7-Arli)/»,,„„co,/,/),/ ///////‘/7.1k///)27),/,./„„i ARCHITECT/ENGINEER: . PAINT FINISH P-2A WOOD / WOOD PREF INI SHED BASE WALL Z BASE • • ..' " E E 0 $ $ 8 8 BELOW DISPLAY 0 BELOW LLA ry 7-4;_illi,,------ ---.-ALUMINUM END CAP ON SIDES ..,._,_ = ifi _._,_ • Z Z .e; SYSTEM To Z .,i 0 8 Lf: ,,.......„.a. 01E 0- 1 ALUMINUM WALL U - 1 1 r-6 7.- 8 8 E e T-3A I T-3A F L _: ii T_-.7.1144:_-.: --! STANDARDS WITH CLIPS •:-(21 g : 6 q 0 e ... 0 I 0 P-35 to co .g. ..--- - -1/4 A --4 '• (0 Tr I 'Ili rrZEF I NISHED WALL DISPLAY 6 -i 1 - --• k - a a SYSTEM (BEYOND ON WALL) REFER TO i =•9 D '"•9 ••.,-- -•9 A. --r- ----r- 7 F„....s.,.....,..,...s..., „ 11 REFLECTED CEILING PLAN* GYP. 13D. CLG. !\ , i \ Ilar k . 1 . /,. _ i _ _ _ i _ _..,//j 1 0 i..... , ...._F\:‘`,-:,`,„ 4=-- -- , :,...--•:LA Tr i T T - To _ i>" WOOD BASE SCRIBED I - Vt) I \fn '‘''''''.."--1 T-2 I ---77 FE=.1;_-41:-.E__-_:_-_4____-_-_A TIGHT TO FLOOR - LINE OF P-35 •:t• CYOti) I T-2 TRIM . FINISH P-35 . LI4 cn P-35 ABOVE • ' b 2 .4 I 1 0 EQ. 11-0" 2'-0" 1'-0" EQ. -- I I fr I 0.-0.06_ Usal ..8 ey . ›7, REFER TO CONSTRUCTION PLAN 1 REFER TO CONSTRUCTION PLAN .:1 • FINISH FLOOR 1' .011 WALL 4 FINISH I AS SCHEDULED 1 1/2"=1'-0" I 3/8"=1 -0 ' " CC c () LP) FOCAL WALL PLAN DETAIL H FOCAL WALL ELEVATION 1 D _ co 0 to FASTEN TIGHT TO I WALL ONLY AT TOP W ") ARMOIRE o .0 .01):i 4. REFER :TO 01T1,_ R.C.P. 17' -• / .. S ,_____ i G.0. TO PROVIDE 3/4" F.R.T. PLYWOOD P G.C. TO PROVIDE 3/4" X 1'-1" 0 E to IN-WALL BLOCKING A1.2 FRT IN-WALL PLYWOODin 0 tt) -- 1 i BLOCKING (TYP.) E . il) - __---------i ----t = -PREFISHED WALL D01) ' 7'-5 " .F. 6.,_ NIISPLAY.01r 7- C OF FRT PLYWD. 1/2AF.4 BLOCKING T '• v7/7777 77.777,7/7/7277,77,-7•77,v1 -/ SYSTEM - SEE SECTION A/Aq.1 -7' . AL' A REFE:.cT.FC)).0*,_ -7 - .....-..". , . 02016 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF ...ic ARMOIRE THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE *'r--.- ..c-'' SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. - - ---- I P-IC II- t I AI TD FREE STANDING DRAWER UNIT nrY I OD ........ ., ...L... ..... - F •••••••** eibirla "' '1 '' .......... -- ........ A1.2 • 6 5/6" GYP. BD. OVER • ILI L I 1' i 3 5/8" METAL STUD . • ± REFER TO lSTORE NO: 6" WOOD BASE SCRIBED FRAMING @ 16" O.C. • 1 1I REFLECTED CEILING PLANT I ... ... I TIGHT TO FLOOR FINISH P-35 5017 - G.C. TO APPLY BASE AFTER - I ... ". -,---r INSTALLATION OF ARMOIRE • . . 5/8" GYP. SD. SOFFIT OVER PROJECT LOCATION: I ...----- . - I I Q 1 4 ,..-- 42. I _;'...- .• 3 5/8" METAL STUD FRAMING AT 16" 0.C. WASHINGTON SQUARE I I - I 1 \ I 0.-0",i,_ , • . - ' 4 7/511: , „( 9330 SW WASHINGTON FINISH FLOOR'T' NO 5-1 BASE SQUARE ROAD • BEH IND ARMOIRE . SPACE #: W11 • OF< FLUORESCENT 1 T-2 I TUBE LIGHTS WOOD TRIM TIGARD, OR 97223 P-313 ( ARMOIRE ELEVATION 1 3/8" = 1'-0" L ALL IN 1 _ . LINE) q'.... " A.F.F. k DESIGN TYPE: : 1 T.O. TRIM LINEN AND LACE ' . B.O. ROUGH OPENING \ -\ 8',..8 I/8" A.F.F. REVISIONS:.F.46_ 1' 7 3/5" 5.0. TRIM'f 5 ' HOLD DIMENE•ION REQUIRED BY: I . ei . ILI _ A .1 -N3A I P-313 , • . . ' ="-7-1.1 T-2 I s• - r- METAL STUD FLANGE . P-35 6 PREF I N ISI-I ED WALL DISPLAY SYSTEM NO BASE BEHIND ARMOIRE - LEG TO BE CLIPPED - ql-0,, A.F.F.fiti.h,_ 9.1 ". * -.. AT LOCATION OF I P.•2A 1-'' ''''''''119 7 ' T.O. TRIM T ------ i_; 6'-10 5/1311 A.F.F.44._ -• •zrza= BLOCKING (" 1. -- 7D A, i ! C. OF F.R.T. PLYND. BLOCKING -,-- I. I Ins....2.1 0,6_ 1:- \ ' / 'WALL AS SCHEDULED -- `t\_....\, J 5FINRitsgruG141. , ; . . 1 IK(.((<((((((((((<((( ( (, ( • • "--„,"\ --.. ' 8' A.F.F.4).„ .oir , ll , D 0'-0"k_ 1 •INDICATES NO REVISION TO THIS SHEET , . . 70,,co F.R.T. Tr i 7- IMF FIN. FLOOR T G.C. ANGLE BRACKET \\ i P-2A 1-... / ', \ -3/4" F.R.T. PLYWOOD • - - 5/8" GYP 131) OVER •••.....„..,... ..1 ---z_"---: 1 BLOCKING (TYP.) DRAWN BY: J MS METAL. STUD FRAMING, .14 / I: Ti-3A 4- '':s1 I-..----44 1 OF CHECKED BY: APS/ELM 6, TYP. F.R.T. PLYWD. BLOCKING T .. 1 Th I PLYWOOD BLOCKING BETWEEN STUDS NOTE: = / / +11 I P-2A I .n )ARe G.C. TO USE FRT PLYWOOD OR ‘..9 C. - R #8 SCREWS @ 16" O.C. MAX. MEDITE AS REQUIRED BY CODE. 01 is , OR (2) SCREWS PER SIDE j1( ' ‘s) 71 Aq.1 ' SIM. , , '14 n ri MINIMUM, AS APPLICABLE. )1 l' ,. GERALD S.8110400 HOLD DIMENSION / • t 41.'.•': ,! • " = 11 " " - 1 a " " ' " - tP -0 . ARMOIRE SECTION P FULL IN-WALL BLOCKING DETAIL K FOCAL WALL HEAD DETAIL F .,._ =.-s, - , _ _ - C. OF F.R.T. PLYIND. BLOCKING T 4'0F 0.0 . -.--/,'------,_ • ________ GENERAL NOTES: , ------,-,,„..... 3/4" X q" F.R.T. -, . . \ 1. FOR ALL TRIM AND BASE FINISHES - \ .V- r-1 1- '• D 0) SEE SHEET A7.1 INTER IOR ELEVATIONS AND 51-IEETS A1.1, - , IN-HALL PLYWOOD BLOCKING 3/4" F.R.T. PLYWOOD A \\\ FIELD CUT I EDGES TO BE --- I A'1.2, Aq.3 AND A10.1 SECTIONS AND DETAILS. 7.-1 / ' \ BLOCKING BY G.0. rALL AS SCHEDULED ON INSIDE EDG 1 6 . 12/21/2016 2. LTERNI MG71.4551-10AIAINDN CpORMI mEE DI N N101.411-TOE" I Q° WWI; \\") , MPOLISH ASTMOAOLTL HCUATLSL, FILL AND Zii) 1--- . JOINTS II-I Z E- -03 --.. ------4! I dip_ C. OF F.R.T. PLYWD. BLOCKING 1' DRAWING TITLE: il -4. 4., f '''':-. .\ --41 al 0_ >- 0E14 \ , ' OUTSIDE EDGE a v a o ci ILI- 0 LI , / . ----.:-- INTERIOR SECTIONS _t--- 0 c_._ ..i.„‘ .... .„,,,, i ' 1 AND DETAILS ID I I , I 01-0"•11._ DATE ISSUED: N\ ,, r.•a.....1 I `• 12/22/2016 \_ ...„... _ "-C.--- /--57 _= COM ING I I A11.1 P-313 NOTCHED • ."IllikA 3/4" . . . , Pr , 7/8" . • SCRIBE TO FLOOR AS REQUIRED L 1 - D TYP. 5- 3 1/4" 3/4' PROJECT NO: ALUMINUM WALL STANDARD _ PREF IN I SHED WALL DI SPLAY ,.. -/ .3/4"; , BY VENDOR p/s",i, SYSTEM. SEE DETAIL A/Aq. 160530 ATTACHED W/ (4) #8 FLATHEAD CROWN MOLDING TRIM - TRIM TRIM FITTING ROOM LOUNGE MOLDING WALL BASE SCREWS AT 24" 0.C. VERT. METAL STUDS IN ACCORDANCE WITH STUD - - T-1 1 I T-2 I I T-3A 1 I T-35 I I T-4 I I 8-1 I SIZE MATRIX. SEE DETAIL F/A1I.2 DRAWING NO: / I "I DX" "I DX" "I DX" "I DX" "I DX" "I DX" MD 1221 POLYURETHANE CLEAR POPLAR CLEAR POPLAR CLEAR POPLAR CCH 0401.3.00 CLEAR POPLAR NOTE: DRYWALL SCREWS ARE NOT ACCEPTABLE - , FOR PANEL/CLEAT ATTACHMENT A9 • 2 N MOLDING AND TRIM DETAILS E FOCAL WALL SECTION A I 1 WALL PANEL STANDARD DETAIL I 3!4" IN-WALL F.R.T. SALES "ZrOWNER: PLYWOOD BLOCKING BY G.C. ALIGN EQ. TYPICAL OF TWO EQ• ♦ - / V\\- \, \3� ChICO'S EXIT SIGN CEN RED • (kT ON ENTRY ..#.R OR / " - II OPENING :- „ ._T , _ .. . r._ Q Q \ 11215 METRO PARKWAY T N.-,, �---� 1 I I \ \ FT. MYERS, FL. 33966 i7`-4" WIDE N k5 11 I 60" X 60" BAGKWRAP Z ARCHITECT/ ENGINEER: GRAPHIC FRAME O I� -WALL F.R.T. PLYWOOD �vr� BY OWNER - Z p BLOCKING FOR CURTAIN .� E G.C. TO CENTER FULL 5/8" GYP. BD. ON 3 5/8" ft-I< m w Q `' TIE BACK SEE SECTION $ TILE ON ENTRY DOOR w z z ° 3 " / OR OPENING METAL FRAMING 03 p 1 O4 t r // �[ 1 O OL -_uU 4; t - VNal "-Q Q O O m C' Q 1 1 t .c = Li.- 4 cLn 3 GCc, 7_,,,\ ...„ 0 : : TO CONTINUE B-1 TIGHT TO PREFlNl51IED TOE KICK OF i- a c —(i BACK WRAP • GUT TILES ON �.. . _.. J �\ -I! T \T�TT� i= "� LL `� o EITHER SIDE TO FIT i - , BAGKWRAP- REFER TO �— �`–ALIGN�� DISPI�'AY WINDOW till) i 5_1 E J DETAIL AlAq.4 WOOD BASE LINE OF SOFFIT ABOVE A9.3 B-1 GC TO CONTINUE 5-1 TIGHT rli BELOW Aq'3 TO PREFINISHED TOE KICK ��BEELOWSE2 OF BACK WRAP = 0 _ REFER TO PLAN 7'-4 1/4" REFER TO PLAN llool/ 1 , = (3 zt 1 1/2"-1'-0" 1 1/2"-1'-0" 3"_1'-0" Lo m !T SIGN AT A.G.T. CEILING DETAIL = BACKWRAP ALCOVE PLAN DETAIL = H SPLAY WINDOW THRESHOLD DETAIL co LAI I ^' r W START 3" U-CUP —�- -= to co BRACKETS AT TOP Q TWO HOLES 1 ii CURTAIN APPLIED TO I a HARDWARE WITH VELCRO O E M► CURTAIN 53 ° PAINTED TO N 0 / 1.. U MATCH CEILING ` FINISH. o INSTALLED BYi. `�° f G.C. I 02016 THE ARCHITECT 1 ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF —��_- • THESE PLANS FOR ANY PROJECT OTHER THAN _ 4110 4) SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE, ON THE i „ SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 1AREAS MEETING THE STATED DESIGN CRITERIA. 4 Q 4" ' X 18 GA CONTINUOUS / i'-11" q�' W. X 18 GA Co TINUOUS CrOina N. , SHEE ETAL BLOCKING. 1 /-4" METAL B OCKING. in ii Q 4 REFFLEEGTED CEILING PLAN l i I ` I ( I f I I I f I REFER TO REFER TO STORE NO: _ _l _ REFLECTED CEILING PLAN I REFLEC ED CEILING PLANT 5017 v5/8" G.W.B. ON MDF CURT• N HARDWARE. FLAT v G.C. TO CO► TERSINK 3 5/8" METAL EDGE TO = MOUNTED FLUSH PROJECT LOCATION: . �REFER TO L-1 SCREWS, PUT AND PAINT w STUDS FINISH h AGAINST ' .R. LOUNGE SIDE WALL "REFLECTED CEILING " •N A9.3 (TY�ATO�H4)E{LI FINISH. -I P-1G 1 WC-1 1 L REFER T+ DETAIL L/Aq.3. WASHINGTON SQUARE A . PAINT -2A 9330 SW WASHINGTON 0 2'-10" —� SURFACE MOUNTED - slh1. FR.T. DOD BLOCKINGSQUARE ROAD HARDW "E,PAINTED TO /:// 4.7,. .,t, NON-ILLUMINATEDSIGN / ` MATCEILING FINISH. \ FURNISHED BY ANDINALLEDBY .G. \ INSTALLED BY SIGN VENDOR WC 1 ( SPACE #: W11 \\\ �`'�_ + + +I+ / +I + + + T TIGARD, OR 97223 I 0 FLUORESCENT TUBE P-2A p 3B q -3 A.F.F. "_ ��_ �� N� + `rear id + + 5,1.1.C?.. SOFFITDESIGN TYPE: APPAREL ARMOIRE HARDWARE 1/2 -1 -° R RTAIN POCKET DETAIL 11/2 =1 -0 LIGHTS STAGGERED TYP. II - - �i'-0" A.F.F. -2 ` / 0' A.F.F. o I WC-1 S.O. OPENING P-25 � �...". � / T.O. TRIM LINEN AND LACE SKIP TOP 2 HOLES CURTAIN APPLIED TO to R ♦ 3 8" A U „t., I 8'-8 7!8" A.F.F. BRACKET IN 3RD HOLE HARDWARE WITH VELCRO \ B.O. GYP. BD. "`---IIII. 5/ METAL STUD \N 3" U-CUP STARTS IN 5TH HOLE MDF CURTAIN HARDWARE, WG-1 �� BOXED HEADER �" IIPAINTED TO MATCH CEILING s �'`�4 7/8 \ - R , „ REVISIONS: 8-8 i/8 A.F.F. 12 BETWEEN WIDTH 15 4 HOLES K-2 J—LCI, FINISH. INSTALLED BY G.C. F.R.T. WOOD BLOCKINGS.O. TRIMA9.3 � T-3A "'a WC-1 P-25 5/8" GYP BD ON 3-5/8" MTL STUDS REQUIRED BY: I f I. 2I_5n BEYOND I # In ♦ 1'-7 3/8" 4" (BEYOND) T-3A / HOLD 'MAX' „ P-35 4110�y 9 3 G.G. TO COUNTERSINK DIMENSION ▪ EQ 6 Q. y CORNER BEAD OUTSIDE EDGE SCREWS, PUTTY AND PAINT �� TO MATCH CEILING FINISH. ▪ 2EFER TO � (TYP. OF 4) •a 60" X 60" GRAPHIC FRAME I P-2A C •` REFER TO ..4._ r T 4" W. X 18 GA CONTINUOUS FURNISHED OWNER 4 INSTALLED BY G.C. 44. SHEET METAL BLOCKING. REFLECTED CEILING PLANI III I ti MDF GURTAIN HARDWARE, 0-1 i/2" A.F.F. PAINTED TO MATCH CEILING . . OF WALL SCONCE Q ti .3 3/4'�, FINISH. INSTALLED BY G.G. I FITTING ROOM LOUNGE SALES 0 -T 4" W. X 18 GA CONTINUOUS WALL SCONCE BEYOND- CENTERLINE 'lNDIGATESNOREVISIONTOTHISSFiEE7 `r Q ►► OF JUNCTION BOX TO BE ON m _ tt: SHEET METAL BLOCKING. CENTERLINE OF GRAPHIC FRAME �// -�` Q ✓✓J 5'-3" A.F.F. DRAWN BY: JMS N m U.. L T � / . OF F.R.T. PLYWD. BLOCKING CHECKED BY:APS/ELM QREFER TO I o 01 I m _ Y REFLECTED CEILING PLAN a /�I I I I I I IIII I I I I I I I I ( MY G.C. TO PROVIDE 3/4" X 6" ,D.00 I m NIN WALL F.R.T. PLYWD BLOCKING in (y 1 _ G.C. TO COUNTERSINK 1" "'a 5/8" G.W.B. ON 3 5/8" METAL STUDS FOR CURTAIN TIE BACK 1r0MDF CURTAIN 1 ' HARDWARE PAINTED TO K_1 SCREWS, PUTTY AND PAINT +' MATCH CEILING FIN15H. A9.3 TO MATCH CEILING FINISH. �. 3/4" IN-WALL F.R.T. PLYWOOD Cy INSTALLED BY G.C. (TYP. OF 4) .. BLOCKING BY G.G. - TYPICAL OF TWO Cir• -"S SHI EAASHQC/� s 2 5/8" BRA ARMOIRE HARDWARE I _ P CURTAIN HARDWARE DETAIL _=1*-0" K � �,o a I / NO OPEN HOLES SURFACE MTD NON-ILLUMINATEDBETWEEN SHELF (I> SIGN FURNISHED AND INSTALLEDAND TOP BAR BY SIGN VENDOREQUAL � QUAL REFER TO ""''E- -BAGKWRAP - REFER TO 4 OPEN HOLES REFLECTED CEIILNG PLAN - DETAIL A/A'1.4 BETWEEN SHELVES / EQ. / LLII , EQ. ° -M1 WALL AS SCHEDULED 12/21/2016 . _____ 1464 q'-o" A.F.F,AL / _ 8.0. SOFFIT AND T.O. TRIM 7 aI g DRAWING TITLE: \ /74 3/4" X c1" F.R.T. I P 25 1 ♦EQ.yEQ.♦_ /_fi01 IN-WALL WOOD INTERIOR BLOCKING -� II - SECTIONS 60 X 60 GRAPHIC FRAME BY OWNER AND DETAILS -7----i— _ b'-1 1/2" A.F.F. -EXTEND FLOORING TO WALL ii) ---�,, CL, HALL SCONCE FRT BLOCKING ``---CENTER LINE OF SCONCE , VPREFINISHED CABINET TOE KICK JUNCTION BOX TO BE AT `� CENTERLINE OF GRAPHIC I f 1 0'-O" o'-o"4,_ DATE ISSUED: � 4 �y / FRAME FIN. FLOOR F . FLOOR Y d r r/ \. 12/22/2Q 16 li _ I -�-. ; r HACKWRAP - SEE Ac1.4 4 o a 4 h c' w 1 ( ---- PROJECT NO: I II 1 160530 I I • / / I I I I o I o I o l_J \\ \\ /" l __ r1 DRAWING NO: r-- - --- - ----- - --) c--- I • II I I , 0._00,_ FINISH FLOOR A9 • 3 8' BRA WALL HARDWARE I 1/2" _ 1'-0" I N BAGKWRAP ALCOVE ELEVATION s/s"_1�-°�� J BAGKWRAP ALCOVE SECTION I 1"=1'-0" I • E /FITTING ROOM TRANSITION SECTION 1,"= -o" AT I I c_3 OWNER: Aq.4 7I-4 I/8" CF"lICOS / / 1'-11 11/16" 3'-4 13/16" z 1'-11 11/16" / 11215 METRO PARKWAY 1 FT. MYERS, FL. 33966 6 ARCHITECT/ ENGINEER: L Y LY ' U-61 I 1 L , 4 ci 0 PLAN VIEW ailk coTV ti) ,, .. ,.. 2 cA I I I u)2 1 I • O 1 U...I C. a CC g Q NOT USED S NOT USED H .,,i m = II �� o � I I II I t _ - - - - It � tg a) � N II II � -� �� - (1) (5 " uO I I I O cc.) a 2 -4 I I . 0Ev 1(f) C) in 0E ACCESSIBLE CUSTOMER o REAR ELEVATION SERVICE COUNTER Cn .0 -4' l'-11 11/16" 3I-4 13/16" 1'-11 1I/16" y y 02016 THE ARCHITECT!ENGINEER ASSUMES NO / RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA -±- efaina70 OX - O 14 STORE NO: REFLECTED CEI INGEFER PLATN 5017 PROJECT LOCATION: WASHINGTON SQUARE , 1. I I 9330 SW WASHINGTON SQUARE ROAD FRONT ELEVATION LOOSE BASE SCRIBE TIGHT TO FLOOR SPACE #: W11 TIGARD, OR 97223 NOT USED R NOT USED L CASHWRAP PLAN AND ELEVATION I 3/4" 1t-0" C DESIGN TYPE: LINEN AND LACE REVISIONS: REQUIRED BY: - 1 /9 7'-4" _ At•t., o O t - *INDICATES NO REVISION TO THIS SHEET DRAWN BY: JMS CHECKED BY:APS/ELM 1110 AM %V ton ittp. stn - - I 6l'• I S.BHREMSHOCK NOT USED P I ,,, 4 . t ir 2'40 00 / ) I I ,, 10 11/16" , 12/21/2016 // � ��, `—� DRAWING TITLE: 1 1 /// /// \\` ( ^ I CASHWRAP / a I 1 4 1 l m c ,� _ _ _ _ BACKWRAP r- "� � � - `\ �� ,' -- 1" = r-- DETAILS ,� I DATE ISSUED: L_J T - 12/22/2016 0 0 ( 5-1 1 I B-1 P-38 P-38 PROJECT NO: 160530 DRAWING NO: A9 . 4 NOT USED N NOT USED J /SALES FLOOR MIRROR SECTION 1" = 11-°" i E\ BACKWRAP PLAN AND ELEVATION tt - 1 -0 t tt A t 3/4 - 10 5/8" OWNER: MIN. ,I. GARMENT ROD REFER It C 111 1 C OS - TO SHOP DRAWINGS. SEE SI-IEET A7.1 FOR OUNTING 1-IEIGI-IT 11215 METRO PARKWAY \ _ ' FT. MYERS, FL. 33966 ARCHITECT/ ENGINEER: 11 E G.G. TO PRO DE 3/4" X _ c g - 6" FRT PLYW D IN-WALL / i 8 BLOCKING (TYP..1 ,----- / REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN , REFER TO CONSTRUCTION PLAN / REFER TO CONSTRUCTION PLAN Y Y L -RECESSED CAN --RECESSED CAN -RECESSED CAN --RECESSED CAN 0 0 g m It LIGHTING REFERTO RLIGHTING REFER LIGATING REFER LIGHTING REFER v2 0 3 5/8" METAL STUDS @ 16" CEILINGELECTED TO REFLECTED TO REFLECTED TO REFLECTED o CEILING PLAN FOR CEILING PLAN CEILING PLAN 06v; k e _• A, FOR EXACT EXACT LOCATIONS FOR EXACT FOR EXACT vi -i y LOCATIONS. V1 1 y LOCATIONS. LOCATIONS. 0 r 15 10 5/8" ti 7////////A V j////////� REFER TO RCP} ////7//////////� /////////// ,/ REFER TO RCP 7////////� !�////////// REFER TO RCP //// / /I ///////// // REFER TO RCPI MIN. Y / �. q 7/8" �- / / / / / / / GARMENT ROD - REFER / / /// / // // / / TO SHOP DRAWINGS. / / / � / �// / //// / V) o SEE SI-IEET A7.1 FOR / / -� / / / / '� co2 MOUNTING HEIGHT — / / OF WALL / / OF ROOM 3/4" X q" F.R.T. / I \ 4)/ fj // / /j / OR F R.BLOCKING / Ill 0 �\ // / / / // ACCESSORIES / �_ • l\ r / ,\ /// 3/4" X q" F.R.T. �/ / C I ,, 2'-0"I / j 3/4" X q" F.R.T. CC _ z o / / IN-WALL BLOCKING/ FOR F.R. i� / �� P1.'" -- / I ( / r 161^ IN-WALL BLOCKING 4 o 0 G.C. TO PROVIDE 3/4" X / \ (E) DOOR 4 / ACCESSORIES / UI-4 3/4" 7 1/4" / HANGBAR j'= FOR F.R. `T6 FRT PLYWOOD IN-WALL \ r /�''�� Ck ACCESSORIES ai BLOCKING (TYP.; 11' /� / \ / PAINTED' P-NG TO 25 E J ,_ I / /- /,, .4.,T — U -ci cOti) < cc _ 4111 / \ / ‘ e. BLOCKING /'/////I /� ///T/ ,� z-47=///- 14- Y\ / _ i' / /i I CENTERLINE OF / HO / / I_ E in 1 0 1 � / si / / m / / / HANGBAR TO / a U ta a 3 5/8" METAL STUDS @ 16" RECESSED IES / / /// / / / ALIGN W/ // = 0 EE 'S v / / / 1 / / / CENTERLINE OF / //� m r o m / / / -- -- -- / Z. _ / / TRAY AND o _ / ( to >` / / / �� / o q / / CUSHION BELOW T q / GRAPHIC FRAME- _ // / -- 1-- / 'n pct / I I I / (TYP.) LIt +o / / _ / / _ / / / / 0E716 THE ARCHITECT 1 ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF !� / _i / / _ .Sl / / / BENCH BY / THESE PLANS FOR ANY PROJECT OTHER THAN •■ 1 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED _. // / _-' NI 1I -r+� / 1" - AND SEALED INCSORTH ERRIT R LATIONNTHIN E I STATE,PROVINCE OR TERRITORY SHOW4 ON THE - SEAL THIS BUILDING USE IS ONLY E IN 3 5/8" METAL STUD @ 1(0" N / / I / `, ,_. I I AREAS MEETING ESTATEDDESIGNCRTERIA. / , i K/, . / /j / ROOM / S +e. efainal G.G. TO P'OVIDE 3/4" X ___11GAR ENT ROD - NOTE:01 1011 0 ALL TTRIM AND DOOR STORE NO: CASING IN FITTING ROOMS AND FITTING FINISHED BY G.C.I P-2B 5017 6" FRT - YWOOD IN-WALL REFE•' TO SHOP ROOM LOUNGE TO BE SPRAY PAINT PROJECT LOCATION: DRAWL GS. SEE M-2 1 MIRROR BLOCKIG (TYP.; SHEET X7.1 FOR �` /r - INSTALL PER MOUNTING HEIGHT. V GARMENT 'OD TO MANUFACTURER'S WASHINGTON SQUARE - SPECIFICATIONS RECESS BE EEN 9330 SW WASHINGTON i-Cri METAL STUD-, OF SQUARE ROAD OPPOSITE WAL . RECESSED PLAN VIEW SPACE #: W11 TIGARD, OR 97223 F !' I DESIGN TYPE: /GARMENT ROD DETAILS 3 =1 -o 1 FITTING ROOM ELEVATIONS 1/2" = 1'-0" C LINEN AND LACE TN I S DETAIL IS FOR THIS DETAIL IS FOR REFERENCE ONLY; FOR REFERENCE ONLY I wG-1 n• EXACT MOLDING it HANGBAR LOCATIONS- REFER REVISIONS: REQUIRED BY: .tt i P-2A I TO THE CONSTRUCTION PLAN AND ELEVATIONS. METAL Q OF ROOM, DOOR AND BENCH 3 5 : STUDS 16" O.C. SHIM SPACE • 2'-O" NI F.R.T. DOD l 4' BLOCKING W 5/3" 1 GYPSUM HOARD +'-11 1/$" A.F.F. 1 T.O. TRIM 1'-4 3/4" /7 1/4" . PREHUNG SPLIT D00- ASING PRIMED BY VENDOR; \ �� ~ SCONCE AT 5'-0" A.F.F. SPRAYED PAINT FINISH B "V.11L'�t:� m , iI I G.G. P-2B SCRIBED TIGHT :�• (TYP.) TO FLOOR W/I/8" GAP �� ~ w LOCATE ON ,t, OF TRAY HANGBAR BETWEEN TOP OF FINISHED .&�� w /� FLOOR AND BOTTOM OF `•- 0 7 D007; 0- 27 S- / ♦ / ILN IL X `INDICATES NO REVISION TO THIS SHEET - FITTING ROO FITTING ROOM LOUNGE, D DRAWN BY: JMS T-4 r MOLDING / q1 I L1 � --HOOK (TYP.) - CHECKED BY:APS/ELM o > / / r- I / Lil EQ. 5/8" EQ. TE: MIRRORS RAPNICS Z % C-27_ ract5f11)ji �( Si 7 8' / EQ. G.C..0TO PROVIDE ! G Q ,� / 4 / , �/ 3/4" X q FRT PANELS, HOOKS, HANGBARS, a / A1o.1 3/4"� \3/4" PLYWOOD-IN-WALL DOOR CASING HARDWARE I)"ix• • 1 S.sHREMSH4 �► _ /— -44A BLOCKING (TYP.) FURNISHED BY OWNER AND Zo-- � '' -• ' ice„ 6 � 7 /�� INSTALLED BY G.C. �-- I �,.� TING ROOM DOOR HEAD DETAIL I 3"=1'-0" Irzo - _ �� OaM / o - _ _�' x'11 I - -4 4 -- ic THESE PLANS ARE FOR FIXTURE z� _ / AT� R / A10.1 w OF dR ILLUSTRATIONS; FOR EXACT ROOM o / 4) SIZES, CONFIGURATIONS AND w / / DOOR SWINGS - REFER TO THE / -PREFINISHED WOOD DOOR "CONSTRUCTION PLAN". a / / 3/16" GRAPHIC 3 1/2" FITTING ROOM I FRAME I G.G, TO APPLY A SMALL BEAD OF MIRROR_-//7/ / _� a 12/21/2016 PAINTABLE WHITE ACRYLIC CAULK TO �- E `l \�� ` �,! THE PERIMETER OF MIRROR (WHERE �' (U.N. (u N o.) DRAWING TITLE: • �� ►- 7, EDGE MEETS NALL) AND AT ALL / I I, `� ``� v LOCATIONS WHERE SEAMS EXIST / / FITTING ROOM cO • \ \ 4 i T-4 MOLDING INSIDE OF THE FITTING ROOMS. WIPE // /j r ///, DETAILS s. 7* , — -� OFF ANY EXCESS CAULK IMMEDIATELY J s AFTER INSTALLATION (THIS IS TO ENSURE THE PREVENTION OF HIDING fL� 'i\ / PRICE/SECURITY TAGS IN CONCEALED C-3 c-1 • -' SPACES) - TYPICAL FOR ALL FITTING A10.1 A10.1 �: �i ROOMS DATE ISSUED: +�,�� / �" X 5/8" WOOD BASE y, FITTI ROOM 1,OUNGEa-IBE TIGHT TO EQ. 3'-0" EQ. 12/22/2016 3 5/8" METAL STUDS @ 16" r / /- W/F.R.T. WOOD BLOCKING PREFINISH 56 TRIM SUPPLIED f 44- FL44R FROM 7" STOCK IN WALL VARIES TO ENSURE ADEQUATE F.R.T. W// 5/8" GYPSUM BOARD AND ATTACH-' BY VENDOR [ FINI - P-28 G.C. VARIES SEE CONSTRUCTION PLAN PREHUNG SPLIT •••R CASING PRIMED BLOCKING FOR ALL NALL MOUNTED ITEMS. (4`-8" MIN.) PROJECT NO: BY VENDOR; SPRA -0 PAINT FINISH BY 160530 SHIM SPACE G.G. I P-2B I SCRIBED GI-IT TO FLOOR W/1/8" GAP BETWEEN TO- OF FINISHED G.G. TO INSTALL BASE TIGHT TO THE FLOOR IN FITTING ROOMS FLOOR AND BOTTOM OF DOS- AFTER INSTALLATION OF THE CARPET (H/All.l). G.C. TO DRAWING NO: 3q 3/4" ROUGH OPENING WIDTH ENSURE THERE ARE NO GAPS BETWEEN THE BASE AND CARPET ( VERIFY NI SUPPLIER ) AFTER INSTALLATION IS COMPLETE. , A 1 0 . 1 TING ROOM DOOR JAMB DETAIL I 3 =1 -o GO BACK HANG BAR DETAIL I 3"=1 1-0FITTING ROOM PLAN 1/2 _ 1J-0" I A I I I OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT/ ENGINEER: ,, REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN r r REFER TO CONSTRUCTION PLAN iE E RECESSED CAN --RECESSED CAN -RECESSED CAN h8. LIGHTING REFER TO LIGHTING REFER TO LIGHTING REFER TO s REFLECTED CEILING REFLECTED CEILING REFLECTED CEILING PLAN FOR EXACT PLAN FOR EXACT PLAN FOR EXACT . . , LOCATIONS. LOCATIONS. LOCATIONS. F. � ��4y? 0 U) / / 71-1 u) /////////////////E/////////////////// REFER TO RCP* V///////////E////////////// /// REFER TO RCP / //7 //////////// ////////////// REFER TO RCP i 0 / I4nX ' OF ROOM V) 2 .:, // �4 31..an /3/41u lu /F.R.T. �/. EQ. 1 EQ. r 1'-t" 1! 1'-6"/ EQ� EQ. EQ. ' EQ. •BLOCKING BLOCKING / --_ �' �' r / CC C 3 / / �— 3/4 X q F.R.T. 40/ :U.)FOR F.R. FOR F.R. /, , / _ / // = IN-WALL BLOCKING �� / Z / ACCESSORIES ACCESSORIES—�),! FOR F.R. ACCESSORIES -` - - / - - //// U // / ..Z.7,ZrZ/V, / A ilk - • U -Ctg 44 -,:ff-- -/Z2 __ZZ/ZZ/Z 1z. / , . // / -- -ii.-* / i 1 = m 0) 0 / I / / // - G // - o sE(11 'S '� / / o `� ►n // -- - _ GRAPHIC FRAME / o o .r 1 / / BENCH EY OWNER '� ',t / 02016 THE ARCHITECT I ENGINEER ASSUMES NO / y - ( ✓ THESENSIBILITY OR PLANS FOR ANY LIABILITY ROJECT OTHER HAN / / o / 1 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION 1N THE /l 1 /� \ t STATE,PROVINCE OR TERRITORY SHOWN ON THE /� fV/ /�/ SEAL THIS BUILDING USE IS ONLY APPLICABLE IN �' AREAS MEETING THE STATED DESIGN CRITERIA. 3/4" x 12" F.R.T. IN-WALL BLOCKING FOR F.R. BENCH - ATTACH BENCH TO WALL IN ACCESSIBLE FITTINGCO CI CrOnZa ROOM ONLY STORE NO: M-2 MIRROR 5017 - INSTALL PER NOTE: ALL T-4 TRIM AND DOORMANUFACTURER' NOTE: ALL I T-4 TRIM AND DOOR CASING IN FIT I G ROOMS AND FITTING CASING IN FITTING ROOMS AND FITTING PROJECT LOCATION: ROOM LOUNGE TO DA SPRAY PAINT S ROOM LOUNGE TOE SPRAY PAINT FINISHED BY G.C.I P 2 1 SPECIFICATIONS FINISHED BY G.C.I P-25 I WASHINGTON SQUARE 9330 SW WASHINGTON SQUARE ROAD SPACE #: W11 1 1/2" = 1'-0" TIGARD, OR 97223 ACCESSIBLE FITTING ROOM ELEVATION _ L ACCESSIBLE FITTING ROOM ELEVATIONS 11/2 ^ 1 -o C DESIGN TYPE: LINEN AND LACE THIS DETAIL 15 FOR / VARIES SEE CONSTRUCT PLAN r REVISIONS: REFERENCE ONLY REQUIRED BY: C-1 C-2 �, 2'-0° / A10.2 HANG BARS A10.2 [MIRROR (TYP.) / / REFER TO CONSTRUCTION PLAN ., / �r 1 ! ; • RECESSED CAN / 3'-0" 3`-0" �w LIGHTING REFER i • _ TO REFLECTED / �- 1 CEILING PLAN FOR ` �-- `V / EXACT LOCATIONS. / / U \ � / a w ///////////////// K///////////////////, REFER TO RCP _ �W / 6WN •INDICATES NO REVISION TO THIS SHEET / //_ z 1 I-/ / / ,Z \ f - Z DRAWN BY: JMS / / L I \ a CHECKED BY:APS/ELM / 1:1141 7- \ Wo 02 / / IF (1) HOOK PROVIDED ¢ / - - I - _ ;n - I . . i � D CSI WALLER ON SPAC OVERALL rl OF ROOM, MIRROR 4 1 U I zQ co // / NOTE: MIRRORS, GRAPHICS GRAPHIC FRAME q J -1'SI �., 3/4" X q" / IF (2) WITS 18"ROVIDED PANELS, HOOKS, HANGBARS, - - _ W / s z �`' r3 eD / / DOOR, CASING HARDWARE t- t _ o F.R.T. IN-WALL / / / SPACING BETWEEN HOOKS FURNISHED BY OWNER AND /'-/' �' 0 GERALD BLOCKING / / / ON OVERALL WALL SPACE INSTALLED BY G.C. GRAPHIC FRAME q /f j �- ACCESSORIES �.//li // / // O I\\ 4 / 6 1-- (o JP.; �p / / EQ. ! - J ~ \ o ,/ / W QF t3'�'' j / / THESE PLANS ARE FOR FIXTURE Ala.2 // 73, 48" I -� r / 6 0 3/4" X q F.R.T. IN-WALL ILLUSTRATIONS' FOR EXACT ROOM L •R •R.A 7w BLOCKING FOR F.R. / I \ / Al / w _, i E OFz____,_ ACCESSORIES SIZES, CONFIGURATIONS AND J 2MIN" 14'4A;/ ! � All DOORSW I N S - REFERTO THE n 12" / G f LU / EQ. 18" ./ EQ. / "CONSTRUCTION PLAN". E ,I s n,?. / y 7 I 1( IN (E) DOOR CASING //1 ///4/ ' / 12/21/2016 ---------- ----/ TO BE PAINTED P_2B G.C. TO APPLY A SMALL BEAD OF /1 / /// / / / /i -•�---- o PAINTABLE WHITE ACRYLIC CAULK TO / \ / �- THE PERIMETER OF MIRROR (WHERE I I DRAWING TITLE: EDGE MEETS WALL AND AT ALL1-SCONCEFITTING ROOM / , �' / LOCATIONS WHERE SEAMS EXIST -,� }�_°�� / INSIDE OF THE FITTING ROOMS. WIPE DOOR DETAILS / / OFF ANY EXCESS CAULK IMMEDIATELY AFTER INSTALLATION (THIS IS TO EQ. / EQ. : .- 3'-°" / ENSURE THE PREVENTION OF HIDING (WALL TO EDGE OF TRIM) PRICE/SECURITY TAGS IN CONCEALED SPACES) - TYPICAL FOR ALL FITTING VDATE ISSUED: ROOMS. 12/22/2016 I G.C. TO ENSURE ADEQUATE F.R.T. IN WALL I PROJECT NO: NOTE; ALLI T-4 TRIM AND DOOR BLOCKING FOR ALL WALL MOUNTED ITEMS. IF (1) NOOK PROVIDED CENTER ON OVERALL WALL SPACE CASING IN FITTING ROOMS AND FITTING IF (2) HOOKS PROVIDED CENTER WITH 18" 160530 ROOM LOUNGE TO BE SPRAY PAINT SPACING BETWEEN HOOKS ON OVERALL WALL SPACE FINISHED BY G.C.I PP 25 1 G.C. TO INSTALL EASE TIGHT TO THE FLOOR IN FITTING ROOMS AFTER INSTALLATION OF THE CARPET (H/A11.1). G.G. TO DRAWING NO: ENSURE THERE ARE NO GAPS BETWEEN THE EASE AND CARPET - - AFTER INSTALLATION IS COMPLETE. A 1 0 a 2 1/2" = 11-0" 1 1/2" = 1'-0" ACCESSIBLE FITTING ROOM ELEVATION j ACCESSIBLE FITTING ROOM PLAN _ i A NOTE: OWNER: •� WOOD BASE TO BE 1 %�� CARPETDNS'fALLATION t chico's E ` f .. WALL 4 FiNISH AS WALL * FINISH AS / j// SCHEDULED SCHEDULED r 11215 METRO PARKWAY I I .,_.-- (N) 3--/8" METAL STUD FT. MYERS, FL. 33966 SHO ' DASHED REMOVE (E) GYP. BD. A11.2 I h (AINTABLE WHITE CAULK FROM 10 -0" A.F.F. TO TOP IIIFINISHED CEILING (TYP.) PAINTABLE WHITE REPLACE WITH (N) GYP. 1 % CAULKARCHITECT/ ENGINEER:BD. TO TOP OF (N) STUDS '11,I 4 b"x5/8" WOOD BASE (6" AT HIGH POINT) "x5/8" WOOD BASE (6" AT HIGH POINT) 11'� ISCRIBED TO TIGHT TO FLOOR FROM 7" CRIBED TO TIGHT TO FLOOR FROM 7" Q STOCK FINISH - P-213OR P-3B. TOCK FINISH - P-2B OR P-3B.u SEE INTERIOR ELEVATIONS EE INTERIOR ELATIONS U ..„ g 1 4 .\� /// Z 0m • (4) #10-16 SELF _ /' 0. // s` E� j 3 DRILLING SCREWS, TYP. n •:► 5 z / is - z 6 -; a G.G. TO PROTECT GYP. �._ Q LINE OF FINISHED FLOOR I--/ LINE OF FINISHED I P. SD. BELOW 10'-0" A.F.F --�--- O 1 I .11r , FLOOR ' V) AND FLOOR FIN - ES. (SEE FINISH 0- BASE a SECURE AT EACH STUD co PLAN AND INTERIO: ELEVATIONS.) REFS I 0 STUD I SECURE AT EACH STUD 2 d MATRIX: A9.1 Ii --- - _ (1) 0.167" DiA. POWDER ACTUATED (1) 0.157" DIA. POWDER ACTUATED 0 (E) FLOG: SLAB 77j/ NN./ / 6F" O.C. MAX AND 2' FROMEQU EACH END AT 16/STENER' O.C. MAX HAND 2' FROM EQUIVALENT)1L-11 X-U OR EACH END ATCof NOT USED S PARTITION EXTENSION DETAIL 14 FITTING ROOM WALL BASE DETAIL I _ WALL BASE DETAIL i _ D = g 1 in0 0_z ..0,„ .c, I ....z, 8 !..2. CONNECT TO STRUCTURE i'= m '� '( NEW 5 1/2", ib GA. JOIST GYP. BD. COLUMN ENCLOSURES TO .s= in '" „ „ n " (REDUCE FLANGE TO 1 1/4" RECEIVE METAL CORNER BEADS - 6/8" „ t ABOVE PER DETAIL C/At1.3ti) 16 GA PLATE 3x6 W/ I 16 GA PLATE 3 xb W/ 6" vT SPACKLE SAND TD MAKE CONT. 3 (OR 6 ) X 20 GA. Q (4)-#12 SCREWS IN / (4)-#12 SCREWS IN EXI JOIST FOR FIT-UP TRACK WITH (1) #12 SCREW IN \ i-f SMOOTH (TYP.) EACH FLANGE OF EACH STUD. \ \ Q EACH WALL EACH WALL U a E SPLICE TRACK LENGTHS AT \ \ 0 E v STUD LOCATIONS, TYP \ \ U _ _ METAL 5TUD5 ORM AL CLIP to - -,- - - - I I_ - - - - - - - FASTENERS, SEGO- TO COLUMN ( } REWS \ PER ZS E E § b' DIAGONAL BRACEo r SHIM WITH i 1/4" 3 -#12 SG \\\ DETAIL A/A11.3 -C av < I WIDE x 3/lb" Ix 1'-O" CO h :: INPROVIDE STANDARD BRIDGING AT 45' MAX. LONG PLATE MALLS `UCTURAL COLUMN _ _ _ _ _ _ (i/Ai _ _ _ -' ' EFE: TO CONSTRUCTION PLAN 4'-O" O.C. MAX UNLESS FULL HGT + i O' SHAPE: T SHEATHING IS ATTACHED TO BOTH 02016 THE ARCHITECT t ENGINEER ASSUMES NO 1 ❑ _ FINISHED GELLING. RESPONSIBILITY OR LIABILITY FOR THE USE OF _ ,,,,� 9 �--t FADES OF WALL. (CONNECT BRIDGING __ - - RTHESE ESPONSIBILITY IZEDBYFORTH DSIGNE J v TO STUDS - REFER TO H/A11.2). (WHERE OCCURS) SPEGT_AELLYAUTHORIZEDBYT111 ANDSIGNED AND SEALED FOR SUCH SPEGFIC LOCATION IN THE TOP TRACK OF ( TOP TRACK OF Z t>_ ' LAYERS OF 5/8" TYPE 'X' GYP. BD. - --- 7 STATE,PROVINCE OR TERRITORY SHONMONTHE ADJACENT METAL 5 , ► I BYPASSING METAL STUD . _>-- EFROM FLOOR SLAB TIGHT TO DECK SEAL THIS BUILDING USE IS ONLY APPLICABLE IN // JOIST CONNECTION , ~ AREAS MEETING THE STATED DESIGN CRITERIA. WALLS I WALLS �\• e. ABOVE TO CREATE FIRE RATED < ■[ 5/8" GYP. BD. BOTH SIDES, OR CONT. 4" WIDE ENCLOSURE. 3 5/8" (OR 6") X 20 GA.EMETAL STUDS ONE SIDE ONLY WHERE OCCURS AT \„„„,\04°S ' \*4\C) Nor- e 16 GA. PLATE I 5/8" GYP. BD. THICKNESS = 1 HR. AT 16" O.G. INSTALL METAL BRIDGING PERIMETER DEMISING WALL �,,,,_.�� I 1 1/4" GYP. BD. THICKNESS 2 HR. AT 4'-0" O.G. AS R£Q'D BY CODE. ll L 1 7/8" GYP. BD. THICKNESS = 3 HR. „ ,., �,,,,,,,,,.,,,,;„ I 0.157 DIA. POWDER ACTUATED NOTES: INSTALL GYP. SD. ON ONE SIDE 410-Ma I" �� // �1 t I ( I FASTENERS (HILTI X-U OR EQUIVALENT) ONLY AT BACK TO BACK CONDITIONS OR L'' I ( @ 16" O.C. MAX AND 2" FROM EACH ENDS_ AT PERIMETER CONDITIONS. STORE NO: #10 SCREWS (WOOD OR J I I IF POWDER ACTUATED FASTENERS ARE -t--- 5017 METAL AND LENGTH AS • L _ MIN. T • KNESS BASED ON MIN. NOT ALLOWED BY LOCAL BUILDING " �� APPROPRIATE - G.G. TO COLUMN 5 -• S PER ACTUAL OFFICIAL, THEN REPLACE WiTH i/4" DIA. CONT. 3 5t8 (OR b ) X 20 GA. MTL PROJECT LOCATION: LD VERIFY) AT 6" O.C. L L -I U.L. DETAIL HILTI KWIK HUS-EZ CONCRETE SCREWS. TRACK WITH (1) #8 SCREW AT EACH NEW. INTERS£ INC. NOTE: FLANGE OF EACH STUD WASHINGTON SQUARE SAME HEIG METAL MAXIMUM ALLOWABL ORIZONTAL SPAN PLATE CONNECTION D • AIL MINIMUM c FLOOR FINISHES. (SEE FINISH 9330 SW WASHINGTON STUD W 5 OF TOP TRACK (I.E. M IMUM DISTANCE 0 (TYPICAL) PLAN AND SCHEDULE) p•- ---- -- - - REFER TO STUD SQUARE BETWEEN CROSS WALL) £ ALS 14`-O" (E) FLOOR SLAB ////i�li/// ///EEEEEEE MATRIX= F/A11.2 PACE # W11N. D TIGARD, OR 97223 P TRACK TO ADJACENT WALL 1 3"' = 1'-0" ATFORM DETAILS 3" = 1'-0" *TED COLUMN ENCLOSURE DETAIL i 3"' = 1'-0'� Nt.G., NON-RATED PARTITION 1., = 1i-°"� 1 • I C _ 1 _ _ I DESIGN TYPE: 1 LINEN AND LACE CONT. MTL TRACK (MATCH VERT . EXISTING NEW DECKING STUD THICKNESS) W/ (1) #12 SCREW j eaaREVISIONS: CONSTRUCTION REFER TO SHEET A2.1 ' IN EACH FLANGE OF EACH STUD. EXISTI E 6", 16 SPLICE TRACK LENGTHS AT STUD VARI B.D. GA. JOIS OR b" LOCATIONS, TYP. �(E) ST' GTURE REQUIRED BY: NEW, ULL HEIGHT ' �� A METAL UD WALL �� 16 GA. TRA #6 SCREWS NEW DEC G (TO -I L. _-- METAL STUDS AT 16" O.C. 6" REFER TO CONSTRUCTION PLAN E EXISTING DECKI AT O.C. MATO XISTING) FOR STUD SIZE AND WALL DIAGONAL BRACE PER A1l 2 (4)-#12 SCRE - (TYPE OF / DETAIL A/A11.3 INST• L 6", 18 GA TRACK DECKING VARIES) #6 CREWS AT 6" O.C. LOCATION + 45°MAX B •CKING ACROSS A MINIMUM PROVIDE STANDARD BRIDGING AT +++ LES FLOOR TOP TRACK OF META. •F (3) VERTICAL METAL ,q STUD WALL CONNECT NEW JOIST f-- " 4'-0" O.C. MAX (CONNECT BRIDGING 4 _ L FINISHED CEILING STUDS. CLIP FLANGES AT S �j NEW 6 16 GA. JOIST .i1► EACH VERT AND ATTACH TO EXISTING JOIST Ni 'i.' TO STUDS - REFER TO H/A11.2) `� (WHERE OCCURS) :i lip w/(3)-#8 SCREWS AT EACH WITH (2) #12 VERT. SCREWS AT 12" O.C. 6" DEEP BLOCKING AT 24" IF POWDER ACTUATED FASTENERS ARE \ - 5/8" GYP. BD. BOTH SI DED 0. INISHED CEILING (TYP.) - ��1 O.G. MAX. AT EACH END, NOT ALLOWED BY LOCAL BUILDING 'x 5/8" GYP. BD. SALES SIDE ,- - /_ AI CLIP FLANGES, BEND WEB 1/4" STOCKROOM, PROVIDE STANDARD BRIDGING AT �rREFER TO R.G.P. OFFICIAL, THEN REPLACE WITH DIA. ONLY ��'' AND CONNECT TO JOIST 4'-0" O.G. MAX UNLESS FULL 1-IGT HILTI KWIK HUS-EZ CONCRETE SCREWS. TENANT SEPARATION WALL SHEATHING IS ATTACHED TO BOTH � WITH (2) SCREWS ' SHOWN HATCHED. REFER TO " I CONT. MTL TRACK. (MATCH VERT CONSTRUCTION PLAN AND 0.157 DIA. POWDER ACTUATED FACES OF WALL. (CONNECT BRIDGING 3"x 3"x ib GA FRAMING i NEW 6", 16 GA. JOiST0 (1) STUD THICKNESS) SECURE TO SLAB / RESPONSIBILITY SCHEDULE FASTENERS (HILTI X-U OR EQUIVALE TO STUDS - REFER TO H/A11.2). - CLIP x 3 1/2" LONG (JOIST TO BEAR ON 3 5/8" SCREW AT 16" O.C. @ ib" O.C. MAX AND 2" FROM EACH WJ MIN 0.157" PIA POWDER DRIVEN / FOR SCOPE •INDICATES NO REVISION TO THIS SHEET I I 18 GA. STUD AT EACH END) ''rr FASTENERS AT ib" O.G. AND 2" , IF POWDER ACTUATED FASTENER' • -a 3 5/8" (OR 6"), 20 GA. I \ FROM EACH END / I FLOOR FINISHES. (SEE NOT ALLOWED BY LOCAL BUILDING ETAL STUDS 16" O.G. JMS TWO ROWS OF (2)-#12 I (1) SCREW 3 518" 18 GA. METAL E - - FINISH PLAN AND OFFICIAL, THEN REPLACE WITH 1t4" •IA. DRAWN BY: J S SCREWS ( � T BLOCKING t� STUDS AT 16" O.C. • // • - SCHEDULE) HILTI KIK HUS-EZ CONCRETE S -ENS. CHECKED BY:APS/ELM I V (E) FLOOR SLAB /j/j CONT. 5/8" (OR 6"), 20 GA. MTL ---, Z G.G. TO FIELD VERIFY WHIG ,� TRACK WI (1) #8 SCREW AT EACH DETAIL, J OR K, SHOULD =E USE BASE AND FLOOR FINEISHE (SEE FINISH FLANGE OF •GH STUD BASED ON EXISTING C' DITIONS PLAN AND INTERIOR ATIONS.) i DARc,+ STAND• -D BRIDGING S CI LENGTH TO SCREWS A•LL 17. OF ACH MATERIALS T- AT 48" O.• REFER MATX:r�/AL1 2 (E) FLOOR 5 -- : jREFER TO -TUD G.C. TO V - FY IN FIELD MATRIX: F/Al . QZ. , ►, . r „ . N. ' NA P TRACK TO ADJACENT WALL 13" = 1'-0" NINR_ - !STING PLATFORM DETAIL 11 1/2" = 1'-0 FURRING PARTITION DETAIL 1" = 1�-°�� I F ON-RATED PARTITION TO STRUCT. 1" = 1�-°�� r I EXISTING NEW DECKING FASTEN DEFLECTION PLATE LINE OF CEILING CONSTRUCTION ' REFER TO SHEET A2.1 ' CONTINUOUS FIRE RETARDANT AT :CH NEW $ SAFING MATERIAL "//f` / SEALANT AT TOP AND BOTTOM /�� EXIST DECKING EXISTING DECKING , � �/ OF PARTITION, BOTH SIDES. f / TO NEW -AMING i (TYPE OF NEW DECKING (T+ /// / ..y WITH #6 S - WS L-2 DECKING VARIES) MATCH EXISTI► ) VARIES B.O_ VARIES B.O. _ �j r� NOTE: SEE P4R/A11.1 F. CONNECTION AT 6" O.G. ( .) A11.1 1 (E) STRUCTURE I (E) STRUCTURE • I OF CONTINUOUS TOP RACK TO CONT. 4" WIDE, ib 5 1/2", - GA. JOIST - LAYERS 5/8" TYPE "X" I 12/21/2016 ADJACENT WALL GA. PLATE - NES D INSIDE EXISTING 6" '1 J-SHAPE METAL TRIM REFER TO L-1/All.! GY- BD. EACH SIDE -- - L. _ REFER f -. L J. T. REFER TO L-2/AI1.1 TIGI-1 0 DECK ABOVE. BOTH SIDES. TO PLAN -I�... '*,.:4;_l "'I� . I__1 1� - E DRAWING TITLE: • 4. � � � (1110 A11.2 CONSTRUCTION . • PROVIDE STANDARD BRIDGING CON . 3 5/8" X 18 GA. DEEP LEG MTL l�, �� 6") SIM. T- •CK WITH (I) #6 SCREW AT EACH ,1,�. CONT. 5 1/2" DP., 16 GA. 3 5/8 (OR OP r� BOTTOM 3 5/8" (OR b") X 20 GA. METAL REFER TO H/A11.2 LANGE OF EACH STUDT CLOSURE TRACK - PROVIDE METAL TRACKS A NOR TO " DETAILS STRUCTURE ABOVE • 24" O.C. STUDS AT ib O.C. > _ -I- - I- �;.^ (1) SCREW AT EACH MAX, AND 2" FROM EA END. IF POWDER ACTUATED FASTENERS ARE • • FLANGE OF EACH JOIST NOT ALLOWED BY LOCAL BUILDING 5/8" GYP. BD. BOTH SIDES, OR (PROVIDE DEFLECTION PL• = A ------ OFFICIAL, THEN REPLACE WITH 1/4" DIA. ONE SIDE ONLY WHERE OCCURS AT 12" \ TOP AS REQ'D BY CODE. 3 5/8" (OR 6") TOP 4 BOTTOM METAL PERIMETER DEMISING WALL �f IF POWDER ACTUATED FASTENERS ARE HILT! KWIK HUS-EZ CONCRETE SCREWS TRACKS ANCHOR TO STRUCTURE #12 METAL (2) SCREWS 3 5/8" (OR 6") X 2 ABOVE AT 24" O.G. MAX. AND 2" FROM NOT ALLOWED BY LOCAL BUILDING • SCREWS (TYP.) \44° AT EACH JOIST METAL STUDS A - EACH END. (PROVIDE DEFLECTION OFFICIAL, THEN REPLACE WITH 1/4" DIA. DATE ISSUED: 2 1/2" X (OR 3 5/8") 20 GA. M . NOTES: INSTALL GYP. BD. ON ONE SIDE 3 5/8" 18 GA. METAL PLATE AT TOP AS REQ D BY CODE.) HILTI KWIK HUS-EZ CONCRETE SCREWS. 12/22/2016 ONLY AT BACK TO BACK CONDITIONS OR 0.157" DIA. POW R UATED AT ib" O.G. STUDS AT 16" O.C.AT PERIMETER CONDITIONS. FASTENERS (HiL -U OR (CENTER A STUD REFER TO STUD �� EQUIVALENT) @ - O.C. MAX 5/8 GYP. BD. (TYPE X) BOTH �--.� REFER TO STUD 0.157" DIA. POWDER ACTUATED F=STENERS - UNDER EACH JOIST) _ MATRIX: F/AI1.2 PROJECT NO: (HILTI X-U OR EQUIVALENT) e 16" O.C. CONT. 1/2" (OR 3 5/8") X 20 GA. AND 2" FROM ' ACH END SIDES n=�:--' MATRIX: F/All.2 MAX AND 2" FROM EACH E • \: - MTL TR•• K WITH (1) #12 SCREW AT G.G. TO FIELD VERIFY WHIG BASE A • FLOOR FINISHES. 0.157" DIA. POWDER ACTUATED 160530 EACH FLANS OF EACH STUD TOP CONT. 3 8" (OR 6") X 20 GA, MTL FASTENERS (HILTI X-U OR EQUIVALENT) DETAIL, J OR K, SHOULD =E USED (SEE ISH PLAN AND @ 16" O.C. MAX AND 2" FROM EACH END CONT. 3 5/8" (OR 6") X 20 GA. MTL FLOOR FINISHES. (S - FINISH f BOTTOM BASED ON EXISTING C' DITIONS ST• • DARD BRIDGING INT- -IDR ELEVATIONS.) TRACK WIT 1) #8 SCREW AT EACH TRACK WITH (1) #8 SCREW AT EACH er PLAN AND SCI-IED E) >�� - - ',E. AT 48 O.G. FLANGE OF EA STUD BASE AND FLOOR FINISHES. (SEE FINISH FLANGE OF EACH STUD DRAWING NO: PLAN AND INTI=BLOB ELEVATIONS.) 3...\<, "` (E) FLOOR AB jE jFER TO STUD LENGTH SHALL• ACH MATERIALSNT- �' - MA IX F/A11.2 G.C. O V FY IN FIELD N. : ASSEMBLY NOTE: ASSEMBLY \ (E) FLOOR SLAB �� / j��/ PER ► #U411 (E) FLOOR SLAB ��j�//�jjjj�`j//�j/ PER UL #U465 ON-FATED PARTIAL HT. PARTITION 1 1,1 - 1,-o'i !STING PLATFORM DETAIL 11/2" = 1'-0 OUR RATED PARTITION (U411 ) 11" = 1!-°}� 1 HOUR RATED PARTITION (U465) I 1" . 1.-0" A MTL STUD FRAMING, TYP. SEE OWNER: LOCATION OF VERTICAL CONTROL JOINTS IS UNKNOWN. WALL LEGEND ON ARCH •.EFORE CUTTING NEW OPENING, AND FABRICATION OR DRAWINGS, 4 DETAIL F/A11.2 FOR I TALLATION OF NEW MATERIALS, THE CONTRACTOR STUD MATRIX C h ' C S _ - S 'LL LOCATE EXISTING VERTICAL CONTROL JOINTS. IFLIGHT GAUGE FRAMING — CROSS REFERENCE GUIDE N.-I/2" A C•1NTROL JOINT IS LOCATED ABOVE NEW OPENING, OR /1/ 2" x 2" x 16 GA CHANNEL CLIP ~'`...4,,,. WITHI 8 FEET OF THE EDGE OF THE NEW OPENING, THEN ANGLE 1/4" LESS THAN STUD WIDTH, 11215 METRO PARKWAY • THE CoNTRACTOR SHALL CONTACT THE STRUCTURAL „ MIL. THICKNESS - GAUGE NUMBER CROSS REFERENCE TYP. - ATTACH AT EVERY STUD ENGINE - BEFORE PROCEEDING WITH THE WORK. EXISTIN1 8 FT. MYERS, FL. 33966 / CONC' TE WITH (4) #8 SCREWS BL,+ WALL 25 GA. 18 MIL NOTE: BEF+`E INSTALLING LINTEL, AT LOCATIONS WHERE VERTICAL 22 GA. 27 MIL 16 GA, 54 MIL '~�. CONTRALTO` SHALL VERIFY WITH MALL NINFILL 20 GA. 33 MIL 14 GA. 66 MIL STUD SPACING IS TIGHT, (MAKING ~ ARCHITECT/ ENGINEER: MANAGEMENT ' HE TYPE OF LINTEL ► ASONRY 4 INSTALLATION OF ANGLES DIFFICULT ALLOWED. 18 GA. 43 MIL 12 GA. q7 MIL ///- GROUT. AFTER STUDS ARE IN PLACE), (MATCH ATTACH ANGLES TO STUDS BEFORE ~`• .. g EXISTING)71 INSTALLING STUDS. f 8 v 1 NEW VERT REBAR. DIAMETER EXAMPLE CROSS REFERENCE: I {-',,, ,� TO M•TGH EXISTING (#4 - NEW STEEL LINTEL NOTE: FOR THE FULL HEIGHT AND ,� UY m MINIMU 1) (2)-L4x3 1/2x3/8 „ LENGTH OF WALL METAL WALL — N (LONG LEG 3 5/8", 18 GA STRUCTURAL METAL STUD = 362 S 162, - 43 METAL STUD STUDS SHALL BE BRACED WITH 'x r 1 11 o T 1ST MASONRY VERTICAL) --�,•'''' �``�.. STANDARD BRIDGING @ 4'-0" O.C. • 0ai v� ' / __SSEE ARCH � .. - 14/MIN 6" BRG EA STUD (S=STUD) FLANGE STUD HOWEVER, BRIDGING IS NOT 0 _ END (GALVANIZED) DEPTH (T=TRACK) WIDTH THICKNESS REQUIRED ALONG ANY PORTION OF , c / ";�',.,', , =3.625" =1.625" =43 MIL (18GA.) VERTICAL WALL WHERE SHEATHING M R. =3 5/8" =1 5/6" (GYP. BOARD, PLYWOOD, CEMENT- Ih --- E' 1 IN r� SECTION BOTHBOARDFACES OFSTHE TWALL D • TO 1 N.T.S. REMOVE IN51D FACE VI) SHELLS OF CMU .S ' _ REVD TO INSTAL TYPICAL STRUCTURAL STUDS AND TRACKSI CI REBAR. �� 2 0 - @SECTION 1 1/2" HIDE x 1/2" DP x ib GA S N.T.S. COLD-ROLLED CHANNEL - LOCATE p FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION AT 4'-0" O.L. MAX VERTICALLY (STEEL STUD MANUFACTURERS .0 ASSOCIATION) IF EXIST Nf A REINFORCING IS CUT FOR INSTALLATION OF NEW 1" = 1'—C}" �..T C it OPENING, N ADD NEW REINFORCING ON EACH SIDE OF OPENING 2 1/2", 20 GA. STUD w/ 1 5/8" FLANGE 2509162-33 BRIDGING DETAIL - H vi o EXISTING WALL1/2", ++ "''' Lo tO PER TAI " /A11.4 (THE AREA OF REINFORCING ON EACH SIDE OF 2 18 GA. STUD w/ 1 5/8 FLANGE 2505162-43 I U r S REINFORCING Q? ai b• ABOVE OP SH• MATCH THE AREA OF REINFORCING CUT). 3 5/8", 20 GA. STUD w/ 1 5/8" FLANGE 3629162-33 ,c co OPENING110 3 5/8", 18 GA. STUD w/ 1 5/8" FLANGE 3625162-43 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS VI) - •• T.O. WALL OR Q 2 — vis1 13KG tL. 6", 20 GA. STUD w/ 1 5/8" FLANGE 6005162-33 SALES PARTITIONS WITHOUT SHELVING ATTACHED S' I I { rf I I 6" 18 GA. STUD w/ 1 5/8" FLANGE 6005162-43 NON-SALES PARTITIONS WITHOUT SHELVING ATTACHED 0 E co I I I { { t I { 8", 18 GA. STUD Lu/ 1 5/8" FLANGE 6005162-43 ALL SEISMIC DESIGN CATEGORIES T O LO I (I II A11.4) { I I NEW STE1. LINTEL W/6" MIN 8", 16 GA. STUD w/ 1 5/8" FLANGE 8009162-54 g v I I l ( { BEARING A EACH END 0 G I II I I I I I ( ( 10", 18 GA. STUD w/ 1 5/8" FLANGE 10005162-43 STUD STUD FLANG STUD STUD MAXIMUM WALL HEIGHT U) it I I ( I I ( Ilii' I GROUT SOLID BELOW 10", 16 GA. STUD w/ 1 5/8" FLANGE 10005162-54 DESIGN DEPTH E GAUGE SPACIN OR I II I1 I I I LINTEL AND 16' WIDE FOR ATION WIDTH G MAXIMUM HEIGHT TO DIAGONAL BRACE THREE COURSES 12", 16 GA. STUD w/ 1 5/8" FLANGE 1200542-54 3625162-33 3-5/8" 1-5/8" 20 16" 17'-6" 02016 THEARCHITECTILGINEERASSUMESNO RESPONSIBILITY OR LIABILITY FOR THE USE OF x x THESE PLANS FOR ANY PROJECT OTHER THAN I �� -t 11- r ( 12", 12 GA. STUD w/ 1 5/8" FLANGE 1200S162-q7 3625I62-43 3-5/8" 1-5r8 18 16' iq-o `�� • ED /I 3625162-54 3-5J8 1-5J8 ib ib 20-6 THESE FORSUCHISPE SPECIFICY AND IN x x " " AND SEALED SUCH LOCATION IN THE ��IM\� /�/ ( 1 5/8", 22 GA. TRACK w/ 1 1/4" LEG 162T125-27 STATE,PROVINCE OR TERRITORY SHOWN ON THE I�\\�i,� /,4'' I EXISTING MASONRY W'LL il1/4" 6" 1-5/8" 20 16' 26'-6' SEAL THIS BUILDING USE IS ONLY APPLICABLE IN �7j 1 5/8 20 GA. TRACK w/ 1 LEG 162T126-33 6005162-33 AREAS MEETING THE STATED IS DESIGN KATE IA, �\ " I ' 6005162-43 6" 1-5/8" 18 16' 28'-6" S. 6IN 1 tL / I 2 1/2", 20 GA. TRACK w/ 1 1/4" LEG 250T125-33 6005162-54 6" 1-5/8" 16 16" 30-0' I I I BEARING II I — NEW OPENING 2 1/2", 20 GA. TRACK w/ 2" LEG 2507200-33 Cor0Ma I II / I I a— SEE ARCH DWGS I/ 2 1/2", 18 GA. TRACK w/ 1 1/4" LEG 2507125-43 I I GROUT MASONRY FULL DOWN 2 1/2", 18 GA. TRACK w/ 2" LEG 250T200-43 { At I I I STORE NO: TO FOUNDATION BELOW NEW 3 5/8", 20 GA. TRACK w/ 1 1/4" LEG 362T125-33 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS ( I I( OPENING 3 5/8", 20 GA. TRACK w/ 2" LEG 362T200-33 SALES PARTITIONS WITH SHELVING ATTACHED 5017 � ' 'J" 3 5/8" 18 GA. TRACK w/ 1 1/4" LEG 362T125-43 SEISMIC DESIGN CATEGORIES D. E AND F wyze',me/��/�� — PROJECT LOCATION: ��j/�Ar I r EXIST FOUNDATION 3 5/8", 18 GA. TRACK w/ 2" LEG 362T200-43 '." ..4r A 4,1_ L WASHINGTON SQUARE ,• ;• ,. . ,. 6", 20 GA. TRACK w/ 1 1/4" LEG 600T125-33 STUD STUD FLANG STUD STUD MAXIMUM HEIGHT TO DIAGONAL BRACE 9330 SW WASHINGTON • +" r:, L' .t •:• ' •.- 6", 20 GASQUARE . TRACK w/ 2" LEG 600T200-33 DESIGN DEPTH E GAUGE SPACIN STEEL LINTEL OPTION 6", 18 GA. TRACK w/ 1 1/4" LEG 6007125-43 AT10N WIDTH G 6", 18 GA. TRACK w/ 2" LEG 600T200-43 3625I62-33 3-5/8" 1-5/8 20 I6' 16-6" SPACE #: W11D 3625162-43 3-5/8" 1-5/8" 18 16 16-6 3625162-54 3-5/8" 1-5/8" 16 16" 16'-0" 3" = 1'-011 TIGARD, OR 97223 TETL LINTEL DETAILS I N.T.S. -YPICAL. FIAT (FURRING) C�IANNELS NOT USED _ C 1 DESIGN TYPE: �+ LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS LINEN AND LACE 7/8 25 GA. FURRING CHANNEL 087F125-18 \ NOTE: 7/6", 22 GA. FURRING CHANNEL 087F125-27 NON-SALES PARTITIONS WITH SHELVING ATTACHED PRIOR TO DRILLING HOLES FOR ANCHOR 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 s'R OTHER NONDESTRUCTIVE TEST METHOD. SHIFT MALL MANAGEMENT THAT I I I C FRAMING �^ •'l ' STUD STUD FLANG STUD STUD RUNNE REQUIRED BY: C•'NNECTIONS AS REQUIRED TO MISS REINFORCING. ATTACHMENT SHOWN MUST VIS ACCEY WFTA E. LIG1-'1T GAUGE I RAI ZING SCREW CONNECTIONS DESIGN DEPTH WIDTH GAUGE SPACIN MAXIMUM HEIGHT TO DIAGONAL BRACE CTR RACK MALL MANAGEMENT THE ALLOW•BLE 3625162-43 3-5/8" 1-5/8" 18 16" 14'-0" NOTE: HEN INSTALLING ANCHORS INTO CONCRETE, DEPTH OF SCREW PENETRATI+ . UNLESS NOTED LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADEx x " : x ANY D ERIORATED, SPALLING AND/OR DEFECTIVE 362SI62-54 3-5/8 1-5/8 I6 I6 15-0 DOUBLE CONCRE ENCOUNTERED MUST BE BROUGHT TO THE USING #8 SCREWS. SEE DETAIL A/A11.3 FOR DIAGONAL BRACING LINTEL, IMMEDIAT1. ATTENTION OF THE STRUCTURAL CONNECTIONS. SEE SEE ENGINEER +R EVALUATION BEFORE CONTINUING WITH NOTE: AT LOCATIONS WHERE A STUD WALL SUPPORTS BOTH SALES AND NON-SALES SECTION OF RUNNER STOREFRONT INSTALL-AT I° OF THE CONNECTIONS. AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE „ „ TRACK FOR B FRAMING SCREW HEADS OF LIGH7GAUGE METAL FRAMING CONNECTIONS, PANCAKE SHELVING, THE STUDS SHOWN IN THE TABLE BELOW SHALL BE DOUBLED UP AS FOLLOWS: ATTACHMENT OF [r PLAN A/A8.1 HEADER TO FULL _ _ _ / _ _ FOR SIZE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL #8 SCREWS @ 8" O.G. HEIGHT STUD J r -�(, REMAINS STRAIGHT AND SMOOTH. DBL STUD #8 SCREW ,.._ .\ — ' ' - - - - 8 GA DEEP LEG TRA'K WITH 2" FLANGE. (TYP•) I- (DEPTH TO MATCH ERTICAL STUD DEPTH). IN ADDITION, THE SPACING OF THE TOP AND BOTTOM WALL TRACK5 — 8 GA DEEP LEG TRACK ITH 2" FLANGE. - CONNECTIONS TO THE EXISTING STRUCTURE SHALL BE REDUCED + •INDICATES NO REVISION TO THIS SHEET (DEPTH TO MATCH VERTI, AL STUD DEPTH). \Z-----c FOR SEISMIC DE GN CATEGORIES A +E B: TO 6" O.G. MAX., AND DIAGONAL SPACING SHALL BE REDUCED TO 32" O.G. STANDARD TRACK +: ii + i. +c s ATTACH TO ST- CTURE W/(2)-0.157" DIA. PAF + \ OPENING DRAWN BY: .SMS ATTACH TO STRUCTURE W/( -0.157" DIA. PAF (HILTI X-U O- EQUAL) OR (2)-3/16" DIA x 1 fi AV A �� SECTION B-B (HILTI X-U OR EQUAL) OR (2) 3/16" DIA x 1 1/2" 1/2" LONG C. CRETE SCREWS AT 12" O.C. NOTES: + T CHECKED BY:APS/ELM LONG CONCRETE SCREWS AT 12" O.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. is \ 1 1' ,D Ake CONC- E SLAB OR FY = 50 KSI FOR 3 5/8", 16 GAUGE 4 6', 16 GAUGE STUDS. 1/ C� Y �,� CONCRETE SLAB OR •9M-OSITE METAL 3. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. to COMPOSITE METAL r CONCRETE SLAB .4. DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER CONTROLS. JACK STUD - el DECK/ CONCRETE SLAB 5. TABLE 15 VALID FOR (1) LAYER OF GYPSUM BOARD EACH FACE. 6. FOR STUD DESIGNATIONS REFER TO K/A11.2. KING STUD G1' '_;'S.SR:E16H 467 / 3/4" 3/4" 3/4" : : 3/4' N.T.S. STUD SIZE MATRIX N.T.S. I s" 1 `- \\\ MAx MAX MAX MAX LIGHT GAUGE METAL FRAMING _ I K SEISMIC DESIGN CATEGORIES D, E & F I _ I T — 914' 1 e -e • - —IOF a 4ae - ..a s - - a , [A • -- 4.. - e .a . a— — t 18 GA VERTICAL SLOTTED SLIP-TRACK 18 GA VERTICAL SLOTTED SLIP-TRACK NOTE: CONSTRUCT WALL PER UL e a' � e• . . e W.- -a 1111111 s- 4. aa. . 'a "SLP-TRK" BY DIETRICH SYSTEMS, INC. "SLP-TRK" BY DIETR ICH SYSTEMS, INC. ASSEMBLY REQUIREMENTS SHOWN ON PLAN VIEW A-A (DEPTH TO MATCH VERTICAL STUD DEPTH) (DEPTH TO MATCH VERTICAL STUD DEPTH) ARCHITECTURAL DRAWINGS. - -- 1" REFL. GAP , - .-- ATTACH TO STRUCTURE W/ (2) #12 SCREWS ATTACH TO STRUCTURE W/ (2) #12 SCREWS I. 1" DEFL. GAP AT 12" O.C. AT 12' O.C. L -EE SCHEDULES 12/21/2016 FOR FINISHES AND STUD SIZES x 3/4x I 3/4" 3/4 1 3/4" KI G STUD IDRAWING TITLE: MAX ( MAX — —MAX MAX JACK STUD�� FRAMING I _ _ _ 1 i/i11iOPENING i DETAILS STANDARD TRACK __ __ • W/ (1) #8 WAFERHEAD =�`' 1" DEFL. GAP '�� 1" I /\ SCREW IN EACH FLANGE /� ►' 11_ i 1J DEFL. GAP / FLOOR SLAB V OF EACH VERT STUD V (NON-RAT r D) (ONE HOUR F • E-RATED) SEE SCHEDULES j /A-2 .- id,"'-'-- r'/ FOR FINISHES /� AND STUD INSTALL SLIP TRACK / SIZES AND FIRE-SAFING DATE ISSUED: MATERIALS PER NOTE: CO STRUCT WALL PER UL ASSEMBLY INSTALL SLI- TRACK MANUFACTURER'S CONT. TRACK W/ 0.157" REQUIR ENTS SHOWN ON ARCHITECTURAL AND FIRE-SA' INC I RECOMMENDATIONS TO PAF @ 16" O.C. DRAW I'•GS. MATERIALS PE' (1) #8 WAFERHEAD SCREW ACHIEVE ONE HOUR FIRE PROJECT IN EACH FLANGE OF EACH MANUFACTURER -• NO: RECOMMENDATIO - TO I ^ I VERT STUD. INSTALL PER RATING ACHIEVE ONE HOU- V MANUFACTURERS ti ELEVATION 160530 FIRE RATING RECOMMENDATION? TYPIC FULL HEIGHT WALL ATTACHMENT (NON-RATED) (ONE HOUR FIRE-RATED) DRAWING NO: TO (STING CONCRETE SLAB OR CO POSITE METAL DECK W/CONCRETE SLABA 1 1 2 . a EFLECTION TRACK 13/8" = 1'-0" DEFLECTION TRACK - WALL ATTACHMENT TO EXISTING METAL DECK 3" = 1'-0" 3" = 1'-0" SEISMIC DESIGN CATEGORIES A & B I _ SEISMIC DESIGN CATEGORIES C, D, E & F - E HEADER TO KING & JACK STUD _ A _ OWNER: EXIST JOIST CHORD OR /'"— \ EXIST METAL BEAM FLG B ATTACH 0 TO EXIST I I ROOF DECK ~B 2 ' STL W/(3)-#12 SCREWS C O �� E 4 1 I- I ++- ++ I - - / / ✓ .I - - -� - I BEFORE INSTALLING ANCHORS, r+ + I \ I \ r I 1 1 I CONTRACTOR SHALL VERIFY WITH MALL 11215 METRO PARKWAY I. + \111 MANAGEMENT THAT ATTACHMENT FT. MYERS, FL. 33966 1++ IL + + N _ I 1 I I SHOWN IS ACCEPTABLE. - f` _ 1 ' + © - ---1— - - �'-- / EXIST MTL DECK OR + (6)-#12 SCREWS AT \ COMP GONG SLAB ARCHITECT/ ENGINEER: DIAG BRACE EACH ATTACHMENT #12 SCREWS, + / TYP J / // CONNECTION AT / E E _ 3 5l8"`, 16 GA MTL STUD / / EXIST BEAM 1 _I g 8 VERT STUD '-----\\ INFILL EA SIDE. CONNECT / / 0 EXIST MTL DECK OR Qj / " " WALL /, TO JOIST CHORD, EA END / 1 MAX COMP CONIC SLAB ATTACH TO EXIST + ' ++ W/(2)-#12 SELF TAPPING e I / STL W/(3)-#12 SCREWS I `� / \ U r • I EL 1-L I I SCREWS OR W/(2)-0.145" I T I VIEW A-A VIEW B-B DIA X-EDNI POWDER I I i 1 i - I I - B DRIVEN FASTENERS BY I \ \ \ co co c HILT!. E - - - - -L � y\ �/_ f___ ..i \ - B VIEW A-A - - � - - ( ( - - 0 � '-0 T i I Id tl2'I -NI © ll2°I I - ( ' - DIAG BRACE MAX 1"IAX 0 / CONT OUS \ \\'0 (;) I © © 2 \ \ o Mai © f LEXIST JOIST CHORD \ co ,`- + ..,r„„, ,, ,. OR BEAM FLG i MAX (\\ 2 „r O (2)-#12 SCREW AT EACH\\_ pprik 1 #FLANGE OF EACH STUD + 0 �i DIAG BRACE VIEW C-C 1 LE a, 1 �' VIEW B-B (2)-#12 SCREWS @ I St -+ � 3 � _zt. VERTICAL STUD WALLS 12 D.C. EXIST BAR JOISTS OR `D VERTI AL \- #12 SCREWS, -�+ STEEL BEAMS @ 6'-0" +(12 Zo `$ STU�� ALL e TYP O.G• MAX v T u`ri in EXIST BAR JOISTS OR I N STANDARD BRIDGING PER �, a? STEEL BEAMS @ 6'-0" DIAGONAL STUD MANUF REQUIREMENTS0 VERT STUD - y O.G. MAX PERPENDICULAR / ��— WALL --� _do 4.:(7) - VIEW C-C VIEW D-a VIEW E-E , , TO EXIST BAR - TYPICAL BUILT-UP a. AM TO JOISTS OR #12 SCREWS (TYP) w BUILT-UP BEAM CONNI'6 ION f STEEL BEAMS }--rl U Q.8 _� 1 0 � (2) 2x2x0'-3", 12 GA � U � A 911 FRAMING CLIPS I EEXIST BAR JOISTS @ I - I r 41_ ± 0 L_ o a VERT STUD 6'-8" O.C. MAX SEE VIEW B-B o x 1 - I `a • i w "`' rOR CONNECTION 1 Q ' 1�,1. #12 SCREWS, TYP I �' _- WALL PARALLEL - - - 1 �n .� - TO EXIST JOISTS-�,, © 1 _t — CODED NOTES: A // - 0 `~ I 02016 THE ARCHITECT/ENGINEER ASSUMES NO NSIBILITY OR LIABILITY FOR THE USE OF .� Q - !STING JOIST OR BEAM L \` ,- I SPECIFICALLY RESFIAUTHORIZED YTHEM AND SIGNED EXIST BAR JOISTS @ �! „ rT, J THESE PLANS FOR ANY PROJECT OTHER THAN V" -ID 'Z f B B • I 1 1 AND SEALED FOR SUCH SPECIFIC LOCATION IN THE __ Q DBL DP i b GA BEAM WITH 3 f A -^c STATE,PROVINCE OR TERRITORY St10VNV ON THE 6'-8" D.C. MAX E j I t DIAGONAL BRACING SEAL THIS BUILDING USE IS ONLY APPLICABLE IN Q x 5/6", 1� GA TRACK TOP t #12 SCREW @ 12"c/C I ' SEE VIEW B-B FOR a� AREAS MEETING THE STATED DESIGN CRITERIA. - - - - - - �I 1 `� BOTTOM 1 DIAGONAL PARALLEL • VVVVV -.9 E TO EXIST BAR JOISTS CONNECTION DIAGONAL BRACING VERT STUD WALL E Q AT ALL VERT UDS WITH DIAGONAL STUD OR STEEL BEAMS PARTIAL PLAN VIEW C iC O x VIEW D-D PERPENDICULAR TO 2 I _� ATTACHED BELOW ADD MIN 2"x14 GA STRAP DIAGONALS PARALLEL TO 1 4 EXIST JOISTS • EXIST BAR JOISTS OR TO E EXISTING JOIST 41)7)7217/ 7EACH SIDE OF STUD 'S SHOWN. I B H STEEL BEAMS I 0 - ® 2x2x12GAx6" LG ' •MING I Cl_ _C o Q CLIP,EACH SIDE OF DBL J• _T CODED NOTES: STORE NO: EA{- _ - E 1_ }A a .9 E W/(3)-#12 SCREWS EACH LEG. Qi CONTINUOUS i I I I - I 5017 Q5 16 GA DEEP LEG TRACK 01 6", 16 GA MTL STUD 1 - I WITH 6", 16 GA DEEP LEG - A / D PROJECT LOCATION: • PARTIAL ROOF PLAN VIEW TRACK. � SEE VIEW B-B FOR WASHINGTON SQUARE WALLS PERPENDICULAR TO PARTIAL ROOF PLAN VIEW WALLS 2Q 2 x 2 x 12 GA x 6" LG REFER TO DETAIL J/AI1.3 CONNECTION 9330 SW WASHINGTON FRAMING CLIP, ONE SIDE "" IF JCING OREX EEDM PARTIAL PLAN VIEW ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING SQUARE ROAD EXIST JOIST PARALLEL TO EXIST JOIST SOFC DIAG, W/(3)-#12 MAXSCREWS FROM 6 O.C. SPACING EXCEEDS 6'-0". DIAGONALS PERPENDICULAR TO STRUCTURE DIAGONAL PERPENDICULAR TO JOIST SCREWS EACH LEG. MAAND 2" EACH END EXIST BAR JOISTS OR STEEL BEAMS SPACE #: W11 TIGARD, OR 97223 PICAL HANGING STUD CONNECTION ATTACHMENT TO EXISTING BAR JOISTS 1" _�'"°" . TYPICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO (E) BAR JOIST OR STEEL BEAM, N.T.S. C DESIGN TYPE: LINEN AND LACE ENGINEER TO REVISE REVISIONS: . 3 5/8", 16 GA MTL STUD INFILL EA 2"x2"x0'-6" LG, SCREW SIZE 4 FRAMING 12 GA FRAMING CLIP CLIP BASED UPON ACTUAL REQUIRED BY: 2"x 2"x 12 GA x 0'-6" CONNECTSIDE. TO JOIST CHORD, EA END EA(LEG 8 SCREWS LOADING LONG FRAMING CLIP W/(2)-#12 SELF TAPPING SCREWS_ EXIST META w/(3)-#12 SCREWS 2 ROOF DECK5 EACH LEG • CONTINUOUS TRACK - - - CENTER DIAGONAL `=` (GAUGE TO MATCH OVER VERTICAL WALL STUD, EXCEPT USE 20 I STUD GAUGE MIN TRACK) + •_ r + �+ +�- AT DIAGONAL, l� REFER TO H/A11.4 + ATTACH TRACK TO - Y _ •- 'I' WALL STUD w/(2)-#8 + + - - J. SCREWS EACH SIDE. WALLS WHERE DIAGONAL IS •-.- - ATTACHED TO TOP OF WALL _�. _ — O DIAGONAL 0 _ BRACE INDICATES NO REVISION TO THIS SHEET DRAWN BY: JMS .�, +T + N CHECKED BY:APS/ELM CJ +�� ± CONNECT TO EXISTING VIEW A-A STRUCTURE PER DETAIL DIAGONAL BRACING OPTIONSSQ E`i• ARC* / 20 GA. DIAGONAL BRACE OPTIONS: (5 ��`"''' � [ 0-4 ( . �- �// ++ _++_ VIEW G-G 1- I TYPICAL BUILT-UP BEAM TO DIAGONAL LENGTH-" DIAGONAL" LENGTH- (�a• • r`��{� UP TO 101-0" I0'-i" TO 18'-0"4 • •. B VIEW B-B BUILT-UP BEAM CONNECTION ._: / i TYPICAL DBL 6" DP BEAM TO SINGLE 3 5/8", DBL 3 5/8", 20 GA. STUDS WITH 1 5/6" �tp+A • \ EXISTING JOIST CONNECTION 20 GA. DIAGONAL WIDE FLANGES j � ooc 1 5/8" _ I 5/8" _ _ oF a � EXIST BAR JOISTS @ 8'-6" O.C. MAX _ u_ - \\\O � � � � VERT STUD WALL �,� #8 SCREWS @ PARALLEL TO —a— �— EXI ST JOISTS \� �� 12"c/c 'S' VIEW A-A VIEW B-i EXIST BAR JOISTS @4 per` 8'-6" O.C- MAX (J SPACING OF DIAGONAL BRACING * CONTACT ARCHITECT FOR LENGTHS I \ I CODED NOTES: �-q INTERIOR PARTITIONS - 48" O.C. MAX LONGER THAN 18'-0". 12/21/2016 - - - - - 4.p STOREFRONT FRAMING - 48" O.C. MAX DIAGONAL � 1 PERPENDICULAR C� J C ��./ EXISTING JOIST ' �'-yk EXTERIOR WALLS - 48" O.C. MAX DRAWING TITLE: VERT STUD WALL TO EXIST BAR PERPENDICULAR TO JOISTS - EXIST JOISTS O x 2 DBL 6" DP," 16 GA BEAM r FRAMING \ e \., a 4 WITH 3 5/8", 16 GA TRACK #12 SCREW B B \� -, E TOP 4 BOTTOM „ DETAILS B L @ 12 C/C ' 2x2x12GAx6" LG FRAMING * 4 CONTINUOUS TRACK (GAUGE TO MATCH I I •C CLIP,EACH SIDE OF 16 GA BEAM WALL STUD, EXCEPT USE 20 GAUGE MIN I (3)-#12 SCREWS EACH LEG. VIEWS A-A d 13-5 TRACK) REFER TO 14/A11.4 • LI.- B JA B DATE ISSUED: k 49 © X 12/22/2016 C- C i Q , • CONNECT TRACK TO VERT STUDS �q NOTE: FOR DOUBLE STUD W/(I)-#8 SCREW IN EACH FLANGE OF EACH PROJECT NO: 0DIAGONALS, "SECOND" STUD STUD, EXCEPT INSTALL (2)-#8 SCREWS IN PARTIAL ROOF PLAN VIEW WALLS DIAGONAL PARALLEL SHALL END AS CLOSE AS160530 PERPENDICULAR TO EXIST JOIST TO EXIST BAR CONTACT ARCHITECT F+` REVISED POSSIBLE TO END CONNECTION EACH FLANGE AT VERT STUDS WITH DIAGONALS JOISTS I I DETAILS IF JOIST SPACIN XCEEDS TOP ft BOTTOM. —* 8 -6". DRAWING NO: I - (4)-#8 SCREWS NN, - - WALL OR STOREFRONT STUD. - _ PARTIAL ROOF PLAN VIEW WALL PARALLEL TO EXIST JOISTAI 'I . 3 N.T.S. I 1,. . 1'-0" 7TI PICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO EXISTING BAR JOIST TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORIES D, E & E I _ A CHI MASTER VERSION 01.22.14 OWNER: — AZ' chico's - 11215 METRO PARKWAY 611 61I FIELD WELD L2x2x1/8 FROM DAD FT. MYERS, FL. 33966 41' LOCATION TO NEAREST •P CHORD PANEL POINT. (TYP =* H SIDES OF VERTICAL JOIST) #6 SCREWS, TYP C1-4> WALLARCHITECT/ ENGINEER: �� "'`. STUD 4 1 iE E I - -h I - - -h #8 SCREWS TYP SUPPORT ~�� r c 8 8 L f_ / ANGLE ,Q $ s - 1_...._ TOP TRACK \. U g r TOP TRACK I 4, N SPLICE (CENTERED 0 BETWEEN VERT _ - litcri `� 3 -i STUDS) I ``� E z r - - E^ METAL STUD x 1'-0° EXIST. BAR JOIST- -I4 -I- -1- _I L_-_'� GSECTIONAre/ 3/16 3 /TYF' V) N.T•S. 3/16 D 3 \ d' VERTICAL ( j v HALL METAL STUD x 1'-0" 2 z STUD "r(GAUGE TO MATCH GAUGE OF TRACK)' TY/ 1/8 I/ 1 1/2 0 ANGLE OPTION W N.T.S. � N.T.S. .6.Q g 2 NOT USED TOP TRACK SPLICE H IST REINFORCING _ 40 A +I � ai 1. EXISTING ROOF CONSTRUCTION: METAL DECK WITH BEAM SUPPORTS. SEE PLAN FOR SPACING. P3000 UNISTRUT E .0 co (73 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE SPRING NUT I--[II9 �� + Q TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS �G 9 INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR / I C.) Po TIE-DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE j \\\PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. v u ` ` L-,\_ IF UNISTRUT SUPPORT IS MORE 0 GI! 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MEGH UNIT DIMENSIONS SHALL BE THAN 3" FROM THE BOTTOM CHORD o r COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. -'= v `° STANDARD NUT PANEL POINT, THEN INSTALL THE r 4. SUPPORT FRAMING SHOWN IS FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF A JOIST REINFORCING AS SHOWN I. DIFFERENT UNIT IS TO BE USED, CONTACT ENGINEER BEFORE PROCEEDING. ~�' - VIEW A-A OR REINFORCE • " PER DETAIL D/A11.4. 62016 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF 5. ALL STEEL SHALL BE ASTM A36. 8" DIA A36 THREADED THESE PLANS FOR ANY PROJECT OTHER THAN ` ROD STALL SNUG T I CHT, AND 9 SEAL FICALLY D FO SUCHAUTHORIZED BY THEM AND SPECIFIC LOCATIONIND E 6. STRUCTURAL STEEL SHALL CONFORM TO THE Al5C "SPECIFICATIONS FOR THE DESIGN, FABRICATION DO NOT •• - TIGHTEN) STATE,PROVINCE OR TERRITORY SHOWN ON THE AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". (LATEST EDITION) r SEAL/--"s\- LE IN AREASMMEETHIS ING T ESTA EDDESIGNLDING USE IS ONLY LCRITBERIA 7. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING SOCIETY" SPECIFICATIONS 1 (LATEST EDITION). EXIST 1410 .-----,„,.,,.. 4)0-Ma 8. WELDING ELECTRODES SHALL BE E7OXX, LOW HYDROGEN. BAR JDI 41. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT THE OWNER'S REP. AND ARCHITECT fSTA •- _D NUT I _ / STORE NO: BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. ^•_I I I f 411.11 5017 431 A EXIST J P2786 CLAMP BY 311 =AR JOIST PROJECT LOCATION: • UNISTRUT TYP, pp: MAXI- WASHINGTON SQUARE EA END 9330 SW WASHINGTON \--STANDARD NUT 4 P1001 UNISTRUT VIEW A-A WASHER PLATE SQUARE ROAD P3000 UNISTRUT UNISTRUT OPTION SPACE #: W11 N.T.S. TIGARD, OR 97223 NOT USED E STRUCTURAL NOTES L JOREINFORCING I N 1 DESIGN TYPE: I LINEN AND LACE OI SPAN STUDS IF 3/4" FRT PLYWOOD IS NOT ALLOWED SEISMIC RESTRAINTS. SEE I BY MALL OR BUILDING OFFICIAL, THEN DETAIL J2 REVISIONS: MAX. 61-0" 6005162-68 AT 16" O.C. REPLACE PLYWOOD WITH 3/4" VERSAROC STRUCTURAL CEMENT BONDED PARTICAL I WATER HEATER w/GALV DRIP P• 6'-0" - 12'-3" 6005162-c17 AT 16" O.C. BOARD BY U.S. ARCHITECTURAL (150 LBS. MAX TOTAL WEIGH , SEE EXIST FLOOR i- NUT, WASHER PLATE REQUIRED BY: GR' •TER THAN 12'-3" CONTACT ARCHITECT PRODUCTS, INC., OR EQUAL. PLUMBING DWGS) C SPRING NUT DOUBLE NUT 32' 0FOR WATER HEATER SUPPORT IN HIGH J-2 r DOUBLE NUT A11.4 LOCK WASHER MIN. �_ LOCK WASHER WIDTI•1 OF CBFB d SEISMIC AREAS WHERE HOLD-DOWN _ _ A11.4 STRAPS ARE REQUIRED. I - a. a a a + e L4x4x3/8 SUPPORT 1/ / f% C.) II 1 �-`' a n "a °. '1�, --- I . ANGLE - 6'-8" MAX. isr I I Jl I ., /��p� /�?II I I- Yu-rr--r--y�y -- /v///////r////Y///////'//'E//J/// Irrrrr�rrrrrrrr,Frr rrrrrrrrr I I I I -] n I- ALLOWABLE SPAN (2)-#8 SCREWS @ri- T' 16" O.C.t, THROUGH ( I I I I EXIST 1/2" DIA. L. 1 I FINISH INTO EXIST I II BAR HANGER ROD C L - - - I_ . ._ - - - - - - - E - - wALLNSTUDS SEPARATION I I !ni \ I JOIST ------ I f II 1 El Lr 11 IU LLJW.�� .� _ I R .; HANGER SEE ARCH7 ( EXISTING ( I I ( t - - - - " - ��E DRAWINGS FOR I TENANT JOIST PER TASL• 1 CONT CLOSURE TRACK l SUP MIME) - - - - "-- - �� 'INDICATES NO REVISION TO THIS SHEET STANDARD SEPARATION J/AI1.4 (SEE -zOVE PROVIDE (1}-#12 SCREW • Z2EXIST FOR RESTROOM FRAMING WALL FOR SPACI ') EA FLANGE OF EA JOIST L I / BAR T f 401 I (2)-#: SCREWS AT (2)-#l0 SCREWS AT I JOIST - At AN DRAWN BY: JMS // €t DETAIL P1001 A2 STANDARD NUT EAC JOIST EACH JOIST I A1l.4 D/A11.4 FOR UNISTRUT A11.4 CHECKED BY: APS/ELM 1 JOIST - -T786 CLAMP BY II� SEISMIC II 3 5/8" 16 GA. METAL STUD I II REINFORCEMENT UNI^ RUT TYP, I RESTRAINTS. I i PARTITION - ALIGN STUDS 1 1 SPRING ISOLATOR, EA EN IP � STANDARD WASHER SOD 7 SEE DETAIL J2 I DIRECTLY UNDER JOIST (TYP.) TYP (INSTALL PER SPRING I • ATOR, PLATE C,� WATER HEATER SEC • NSEE DETAIL S\ 45 f MANUFACTURER'S TYP (INSTA PER G.C. TO ANCHOR WALL TO SLAB WITH G/A11.4 FOR W/GALV DRIP PAN 1 i„.1�_c , „ I I _ RECOMMENDATION) MANUFACTURE` STANDARD SPRING NUT n EXPANSION BOLTS AT 4'-0" O.G. JOIST • i (150 LBS. MAX I RECOMMENDATION — REINFtelt , - TOTAL WEIGHT, SEE I '� (co' GERAtAS'BtiF�EM1��PLUMBING DWGS • .f:CP1001 UNISTRUT - 6'-8" f METAL STUDS PER �� .� MAX. ALLOWABLE SPAN es t i TABLE I J/A11.4 LINE OF WALL BEYOND \.. �� ' .1470F C3) WATER HEATER TO BE (RESTROOM WIT O OPENING TO PLATFORM r..I • I 1/2„ DIA. HANGER ROD SUPPORTED BY A STORAGE LED i /2” MINIMUM OF 3 JOISTS ABOVE.) 3/4" F.R.T. I I AIR HANDLING UNIT - AIR HANDLING UNI VIII HANGER -OD A 2 N OD HANGER PLYWOOD DECK 1/2" DIA. NOTE: POSITION RESTRAINT 3/4" TH . c YWOOD , I I HANGER ROD SUPPORTED 200 LBS. BBYIM4UM 1SUPPORT D BYI STRAPS TO MISS WATER 48 -7 3/8" A-F-F. I SUPPORT POINTS SUPPORT POINTS HEATER FITTINGS. \ \\ \\ �� - DIST PER =LE 1 J/AI1.4 > - - - � - - - - I - r - - - r - - r - - DETAIL . I 1/2" DIA. HANGER ROD 12/21/2016 PLAN VI E 2" HIDE, 16 GA. j I I DRAWING TITLE: HOLD-DOWN STRAP. - _s I I LOCK WASHER TYP. RESTROOM WITH NO f P1000 UNISTRUT FRAMING GUT TO FIT. I DETAILS LEDGE ABOVE (2)-#12 x 3/4" � L; I I LG SCREWS ^ J 4 - - - I-- - - - - -1 STANDARD SPRING �' NUT 4" ` 8'-0" A.F.F. #8 SCREWS @ 8"c/c� 1 , 3x2x12 GA LONG 4 I I FRAM' - CLIP LLH CONNECT PLYWOOD DECKING TO (TIG. TO WATER SEE NOTE BELOW NUT WASHER PLATE SUPPORTS w/#8 SCREWS @ 8" c/c ) j SOLID BLOCKING AT 16" O.G. P1000 UNISTRUT A3 SPRING NUT �- STANDARD WASHER H •TER �� W/ 16 GA. CLIP TO JOIST #8 SCREWS @ A11.4 PLATE AROUND PERIMETER OF DECK, AT PANEL / - L2 1/2x2 1/ /16 DATE ISSUED: EDGES AND AT INTERIOR SUPPORTS. 3x2x12 GA x 411 .://// / ` 1/2" u - At/All • SIM. 8"c% - SEE x 4 WOOD TRIM (CLEAR PINE STANDARD NUT LONG FRAMING / NOTE BELOW 12/22/2016 CLIP LLV y / m OR POPLAR) - RUN CONT. ALONG NOTE: cr j tv TOP pGG1 sD51100T ; PAINT HOODL; G.C. TO SAND P-11� ANGLE SU ' ` ORT OPTION A ROD HAN , R G.C. TO PROVIDE SOLID BLOCKIN . UNISTRUT SUPPORT OPTION PROJECT NO: IN JOISTS AT 7'-0" O.C. MA . DRIP //// ` 5/8" GYP. BD. - PAINT I P-IA 1 G.C. TO FRAME STORAGE D -K ABOVE PAN �..' /// TOILET ROOM AS INDICAT- • PER THIS ` CONT. BRIDGING AT 4'-0" O.C. ALL UNISTRUT CONNECTIONS SHALL BEILS NSTAL'LLED UNISTRUlWHEN ATTACHING HOfTOMANGLE O AHU 160530 R • DETAIL, REFER TO A3. OR JOIST //// ///� WITH STRICT CONFORMANCE TO ENSURE NOT TO HIT INTERNAL DIRECTION TO ACHIE MAX. CAPACITY DRAWING NO: - OF '90 PSF. G.C. .► POST CAPACITY - (2)-#q x 1 1/2" LG SCOTS TRUGRIP MANUFACTURER'S RECOMMENDATIONS COMPONENTS OF AHU WITH SCREWS AFTER COMPLE ON. COORDINATE THIS III /411-----. SCREWS WITH BONDED WASHER BY WITH THE B DING INSPECTOR 3" 1 ' BUILDEX, THROUGH THE DRIP PAN / ,' AND INTO THE PLYWOOD. Ail 11 • 4 WATER HEATER SUPPORT ABOVE RESTROOM SEISMIC DESIGN CATEGORIES C; D, E & F I 1" = 11-0" NGING UNIT SECTION r = ii-o" I 14N I OWNER: FITTING ROOM LOUNGE SALES EDGE OF ENTRY PORTAL C Ii I C D'S MANHATTAN AMERICAN 11215 METRO PARKWAY ZING (16 GA.) FLOOR 'L . SIT ION FT. MYERS, FL. 33966 BASE (BEYOND) NOTE: ALIGN c- OF TILE EDGE OF WOOD TRIM EDGE OF WOOD TRIM FLOORING WITH TO- ARCHITECT/ ENGINEER: ALIGN VINYL PLANK TRANSITION STRIP WITH OUTSIDE EDGE ALIGN WITH OUTSIDE EDGE OF E E OF LOUNGE SIDE TRIM SALES SIDE TRIM TENANT VINYL FLOORING FLOOR �3 �d TENANT .�•��iiiii•'` ��♦ •++++++" ,►.�•.• ++•••+ii+� D + ♦••+•++++••++♦ ♦• •+•++♦ ` '� VINYL +ii+ii+i•+•+••iii`i``••e+ ++•►Oi ' 5 • +�L►-+�i`'is+i+ii•+•Aiiiii+i+i++O+•ii••+D.iii•+•�+i +•0++9�►+�i++++++.++J FLOORING •� i• ii• i++�• -�'•�%++ •••�+• 4. . iii•+iiiiiiiiiiii•� i iiiiiiOi�iiii • i •iiiii U o �r-,, ,,.-.-.:,,--1..1,'..7,1",-,1,'..-,- ---_- )1, ..,a n :.. ...,..;. R\ . =,, dd .LJ°:.>:.::-• ;,,:o!,,,,,. .-i.1pl;.:;:_ •_. 1,.)wui.� - \ ' •+•1••++•+••• a�•N 1 '- .* . A **•'++•+•• ++• ••+•++•++•+•+•+++•++•+•++•+++••+••+♦ •••••♦ t 1 s .. 4.-- 3 tote ALL TRANSITIONS BETWEEN ONE PLANK CUT DOWN ALL TRANSITIONS BETWEEN / / / . / / / / 0 ui 1 DISSIMILAR FLOOR MATERIALS TO SIZE OUTSIDE CASING FLOAT FLOOR AS REQUIRED TO ALIGN DISSIMILAR FLOOR MATERIALS r r TO OUTSIDE CASING FLOORING MUST BE FLUSH AND LEVEL. 0 iE MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. NO REDUCER STRIPS SHALL BE PERMITTED. EXISTING SUBSTRATE G.C. TO FLOAT FLOOR A MINIMUM OF VII) STAGGER ALL SEAMS OF STAGGER ALL SEAMS OF b'-0" FROM TRANSITION STRIP TO ALIGN SUBSTRATE. STAGGER SEAMS SUBSTRATE. STAGGER SEAMS .4- VCT FLOORING TO TILE FLOORING 0 G.C. TO ADJUST SETTING BED G.G. TO ADJUST SETTING BEDel BETWEEN SUBSTRATE AND UNDER FLOORING TO ACHIEVE BETWEEN SUBSTRATE AND EXISTING SUBSTRATE UNDER FLOORING TO ACHIEVE2 0 FLOORING FLUSH TRANSITION RUBBER FLOORING `LUSH TRANSITION i WJ0 FII� et . Lo • 3" = 7'-d" FITTING ROOM LOUNGE ENTRY TRANSITION S yJNYCTO TILE FLOOR TRANSITION Q w. N p 2: +41 FITTING ROOT-j HALLWAY SALES m .4- FITTING t FITTING ROOM LOUNGE � .0 in if; w - DOOR STOP \ . LINE OF DOOR CASING BEYOND EDGE OF METAL DOOR JAMB DOOR STOP T LINE OF POOR CASING BEYOND _`"'� NOTE: ALIGN TOP OF VINYL LINE OF CASING BEYOND C. o *- EDGE OF WOOD DOOR JAMB 0cU § 3 EDGE OF WOOD DOOR JAMB --� �~_"' NOTE: ALIGN TOP OF VINYL FLOORING FLOORING WITH TOP OF — .. t° WITH TOP OF TRANSITION STRIP TRANSITION STRIP EDGE OF METAL POOR JAMB MANHATTAN AMERICAN ZINC MANHATTAN AMERICAN ZINC (lb GA.) FLOOR TRANSITION {ib GA.) FLOOR TRANSITION ALIGN EDGE OF FC-1A RESPONSIBITYORLIASIENGINEER TYFORTHEUMES NO USEOF W 1 TH OUTSIDE OF CASING THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFTENANT VINYL FLOOR IN a \\\\\\\\ TENANT CARPET FLOORING (E) TILE _ _ NDSEILEDFOCALLY SUCH ORIZED SPECIFIC ANDSIGNH AND SEALED FOR SUCH SPEGFIG LOCATION IN THE ED STATE PROVINCE OR TERRITORY SHOWN ON THE -� �}'X ,,i ‘ p ' !t y 1' AREASSEAL IS BUILDING USE IS THE STATED O DESIGN CRITERIA „1� ,1wr741A�,. I // �ii�i�i�i�i��i• iiii• • „t' � A ` IAS Y 1 I CATICII ALL TRANSITIONS BETWEEN / / / / / / / / / / / ALL TRANSITIONS BETWEEN / 17? / / / / / / / / / /DISSIMILAR FLOOR MATERIALS DISSIMILAR FLOOR MATERIALS STORE NO: MUST BE FLUSH AND LEVEL. MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. LOUNGE/FITTING ROOM DOOR NO REDUCER STRIPS SHALL BE PERMITTED. — SALES / NON SALES DOOR 5017 ONE PLANK CUT DOWN TO SIZEONE VINYL PLANK CUT DOWN TO FLOAT FLOOR AS REQUIRED TO ALIGN PROJECT LOCATION: — ALIGN EDGE OF FC-IB FLOORING OUTSIDE CASING TO OUTSIDE CASING STAGGER ALL SEAMS OF FIT OUTSIDE CASING TO OUTSIDE STAGGER ALL SEAMS OF WITH OUTSIDE OF CASING WASHINGTON SQUARE • SUBSTRATE. STAGGER SEAMS G.C. TO ADJUST SETTING BED SUBSTRATE. STAGGER SEAMS CASING EXISTING SUBSTRATE G.C. TO ADJUST SETTING BED BETWEEN SUBSTRATE AND UNDER FLOORING TO ACHIEVE BETWEEN SUBSTRATE AND UNDER FLOORING TO ACHIEVE 9330 SW WASHINGTON FLOORING EXISTING SUBSTRATE FLUSH TRANSITION FLOORINGSQUARE ROAD FLUSH TRANSITION SPACE #: W11 TIGARD, OR 97223 VINYL TO CARPET FLOOR TRANSITION FULL L TILE TO VINYL FLOOR TRANSITION FULL C DESIGN TYPE: LINEN AND LACE t� ALL TRANSITIONS BETWEEN REVISIONS: j V DISSIMILAR FLOOR MATER S MUST FLUSH AND L EL. ALL TRANSITIONS BETWEEN ALL TRANSITIONS BETWEEN NO REDUCER STRIPS S E PERMITTED. REQUIRED aY: .41 DOOR JAMB DISSIMILAR FLOOR MATERIALS DISSIMILAR FLOOR MATERIALS BEYOND ENTRY DOOR EE MUST BE FLUSH AND LEVEL. MUST BE FLUSH AND LEVEL. DOOR SCHEDULE N. PREPARE SL BELOW TILE NO REDUCER STRIPS SHALL BE PERMITTED. NO REDUCER STRIPS SHALL BE PERMITTED. FLOORING MANUFACTURERS SPECIFIC IONS ONS - SHOT MANHATTAN AMERICAN ZINC MANHATTAN AMERICAN ZINC SPECIFI .4 DOOR STOP BLAST 'SKIM COAT AS REQUIRED (16 GA.) FLOOR TRANSITION (ib GA.) FLOOR TRANSITION STAGGER ALL SEAMS OF STAGGER ALL SEAMS OF G.C. TO DRILL NO. 10 X l� G. ENSURE SMOOTH AND LEVEL SUBSTRATE. STAGGER SEAMS SUBSTRATE. STAGGER SEAMS 1-1/2" FHWS, PHILLIPS BETWEEN SUBSTRATE AND BETWEEN SUBSTRATE AND r� FIELD VERIFY LOCATION TRANSITION - VERIFY IN FIELD FLOORING FLOORING c45:) AFTER DOORS HAVE •vV BE.N HUNG :°! G.C. TOIPROVIDE AN ACCESSIBLE NOTE: ALIGN TOP OF TILE FLOORING NOTE: ALIGN TOP OF TILE FLOORING _ EXTERIOR ALUMINUM THRESHOLD WITH TOP OF TRANSITION STRIP WITH TOP OF TRANSITION STRIP (.4 TENANT p p AT ALL EXTERIOR LOCATIONS. Q Z 1— � SEAL, CAULK, FLASH AND INSTALL (E) MALL TILE I (E) MALL TILE VCT OMALL MATCH TILE FLOORING FLOORING I TENANT TILE FLOORING FLOORING -� PER MANUFACTURER'S FLOORING +•iiiii+•••+•i0•+•+•+•+•+•+•+•+•••+•+•+•+•i •+•+•+•+•O•+•+O•+•++i••iiiii+•i••i •+ iiiiiiii+iiiiiiiiiiiiI Diiiiiii+ii+ii+i ►••iii♦ ••ii+iii+•i+ii+i+iiiiii•Dii+ii+iii.+i +ML 114.1v N ++•+++++++++•+•+++•+•+++••++•+•iiii+i•.i•i+i+i � IK � � INSTRUCTIONS ♦+•++•++♦ ♦+••+••+++•+•♦ •iiiii• ♦iiiiiiiii.♦ ♦.+� +••.+.+••+♦ ♦+.•+•.+•+•••� ♦++••+•+•♦ ♦•'►.•i.ii♦ ♦•+++.++••♦ ♦•.♦ ♦♦ ♦++••• i ♦+.+•+•+.++•++♦ �►♦ ♦+++++♦ �, O +jii+ii+iiii+ii+0ii+i+iii+ilii+ii+i�•ii+ii+i' i •i+i+ii+is+iiiii• iiii•i+ii+iiii•••'2'_ +•ii••ii+ii+ii•i••••i�•ii••+•i+ii+i •iiiiiii+iiii+is• ••ii� i +i+i+0i•+i4ii+i+i+.•s+i•�+ iii�i�i•i0•i+0i•� I C:- . -''. J r ��_ Q r. L EXISTING SIDEWALK • •INDICATES NO REVISION TO THIS SHEET TENANT ,� l J VINYL "` E I I I / FLOORING ,_.,* WN BY: JMS r V / / ) r = CHECKEDBY: APS/ELM G.C. TOSUPYAND 1 / / / / // /7 / / / / 1 f INSTALL ALUM. •CGESSIBLE ii G.THRESHOLD b'- P/ 4, .TO EXISTING SUBSTRATE EXISTING SUBSTRATE e) SUBSTRATE PER PLANS HERALD S.SRREt SH1 ',1V-Th FULL FULL FULL I FULL i .,' t VINYL FLOOR TRANSITION TERIOR ENTRY FLOOR TRANSITION BALL MATCH TO BALL TILE TRANSITION TILE TO MALL TILE TRANSITION �. DNC. TO IN 00 _ _ _ F I _ B � � Iof o I I 1 —G.C. TO PROVIDE ACCESSIBLE ALL TRANSITIONS BETWEEN MARBLE THRESHOLD AT TOIL DISSIMILAR FLOOR MATERIALS / CHAMFERED EDGEDSEAL, , MUST BE FLUSH AND LEVEL. / OF TILE MARBLE THRESHOLD--- ROOM DOOR. CAUL FLASH NOTE: OLOR TO MATCH FLOORING AND INSTALL PER MANU •CTURE NO REDUCER STRIPS SHALL BE PERMITTED. INSTRUCTION. G.G. TO START AND STOP S.S. .c BACKSIDE OF 1/8" MAX. ALIGN TOP 0 FLOOR TRANSITION STRIP TIGHT DOOR JAMBTO EACH SIDE OF DUSTPROOF BOTH FLOOR' ti PREPARE SLAB BELOW TILE MATERIALS WITH FLOORING PER MANUFACTURERS STRIKE 12/21/2016 TENANT TILE FLOORING 1 I TENANT TILE FLOORING TOP OF ZINC SPECIFICATIONS - SHOT DOOR STOP •..... •.....••.. ••+ ++•••• • .....+ ...........+••+••••++• DIVIDER STRIP BLAST / SKIM COAT AS REQUIRED i+iiiiiiiiiiii+ii+�+�•�+�+�+•�•��+�+�+�+�+�• 1 1ydi�•+++.0++•++••+�•�+�•�+�•�•�+�+�•�•�•�•+•�+�•� DRAWING TITLE: so.❖.❖.❖o.❖.❖my❖.❖.❖.•.o❖.•.o❖.❖': *o❖.❖.❖:❖.❖.❖.❖.❖.❖•000.❖•.o❖�- l_ 2 - - TRANSITION • • ••••• ••� ►V • + • •• •+• • •• I VINYL FLOORING I I VINYL RING I DRILL A i" DIA. HOLE X 2 1/2" C } 1 MAX MAX 1 DEEP AND SET STRIKE 1N C ' O o I L� SILICONE. TOP OF STRIK N MUST DUST PROOF STRIKE DETAILS �, I a ° ° ° a d SIT FLUSH ON TOP OFF FINISHED e a FLOOR. RECTANGULAR PLATE TO I ° °a° a RECESS DOWN INTO FLOORING GROUT TO BE RECESSED AT TILE / A. °° 4 ri N JOINT. CONTRACTOR TO REMOVE 4e ° G.C. ENSURE SMOOTH AND LEVEL ANY EXCESS ADHESIVE OR TENANT VCT FLOORING GROUT TO BE RECESSED AT TILE • TRANSITION - VERIFY IN FIELD MORTAR FROM JOINT AREA PRIOR �,..•••• � ? _ OP JOINT. CONTRACTOR TO REMOVE ANY EDGE OF TO INSTALLATION DATE ISSUED: PORTAL BEYON 12/22/2016 DO NOT FILL FLUSH TO INSTALLATION. CONCRETE VINYL D -I T TILE EXCESS A ESIV R M JOINT AREA PRIOR (E) CO E TENANT / SLAB G.C. TO ADJUST SETTING B' ' TO ( FLOORING ( I FLOORING / / G.C. TO ADJUST SETTING ACHIEVE FLUSH TRANSITION I ++++++•+++Qj••Q••++• •i•Odi+i �r • •Oiiiiiiiiii0•iii0•i•Oiiiiiiiiiii+ii0 PROJECT NO: BED TO ACHIEVE FLUSH •'♦•+•+O�►••O•••+•i•+••i •iiiii0• 01►iiiiiiiiiiiiOiiii•�►i ❖•Oi•• ••++•D- . 160530 TRANSITION THIN SET BED .•••+•+•+ +•+•�•+• ••+•+•�-�•�• . BUTT BOTH FLOOR FINISHES TIGHT _ HOLLOW MET• . DOOR (1/8" MAX.) TO ZING STRIP - NO GROUT JOINT — T EXISTING SUBSTRATE . )I T DRAWING NO: G.C. TO SUPPLY AN INSTALL VINYL REDUC STRIP INSTALL WATERPROOF MEMBRANE OVER GROUT JOINTS ARE TO BE 1/8" FLOOR SLAB AS REQUIRED M H AM ATTAN ERICA ZINGA_ /G.G. TO A JUST S TING BE EXISTING SUBSTRATE HOLD CRITICAL NOTHING 1b GREATER - NO EXCEPTIONS ( GA.) FLOOR TRANSITION TO ACHIEVE FLUSH TRANSITION. A 1 2 . II FULL ( FULL I DNC. TO VINYL FLOOR TRANSITION FULL GROUT DETAIL I FULL A THRESHOLD FLOOR TRANSITION _ INTERIOR ENTRY FLOOR TRANSITION _ A I I I I OWNER: GERAL N 1. INSTALLOTES ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT REFER TO REFLECTED* cliicos CEILING PLALEAST 1" INTO SOLID BLOCKING. LOCATE RESTROOM SIGNAGE 2. WATER RESISTANT GYP. BD. TO 4'-0" A.F.F., TYPICAL ON ALL WALLS. 11215 METRO PARKWAY WATER FOUNTAIN NOTE: AS REQUIRED BY LOCAL CODE / 3. 60" ACCESSIBLE TURNING AREA TO BE PROVIDED IN ACCESSIBLE LAVATORIES. 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 11-0" AROUND THE / WHERE HALF OF THE SWITCH FALLS IN WAINSCOT AND HALF FALLS OUT OF WAINSCOT. F. NTAIN, CLEARLY IDENTIFIABLE BY THE BLIND IS #RRE-125 BLACK ON WHITE / 5. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE, ARE PROVIDED AND IIIEIII INSTALLED BY G.G. REQ IRED. WATER FOUNTAIN IS TO BE ACTIVATED WITH BRAILLE (PREFERRED) 6 ) / BY • ACCESSIBLE PUSH BAR ON FRONT FACE OF ( / ARCHITECT/ ENGINEER: UNIT. WATER FOUNTAINS ARE TO BE LOCATED / Q!♦ WITHIN ALCOVES SO AS NOT TO BE IN THE / SINK NOTES: E GORRIDO' WALKWAY. FOUNTAINS MUST BE 1. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO c $ APPROAC D FROM THE FRONT, OR PROVIDE A 60" NOTE: / CONFORM WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY AND ENERGY CODE o 0 0 8 DIAMETER URNING SPACE TO ALLOW FOR ACCESSIBILITY SYMBOL TO BE / REQUIREMENTS. POSITIONING NTO FORWARD APPROACH. MOUNTED ON WALL ADJACENT TO - • • 2. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. U8 o THE LATCH SIDE OF THE DOOR \ 3. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE C AND AT 60" MAX. A.F.F. TO \ ,-O HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. g 1 1i• CENTERLINE OF THE PICTOGRAM. _ \ 4. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER t s 0 MAINTAIN 18"x18" MIN. CLEAR FLOOR \ -. \ OPERATED OR 15 LBS. FOR PUSH TYPE. cri -i CO0 4'-0" SPACE IN FRONT OF SIGN (FROM N \ _ Q 1� MIN. r CENTERLINE OF SIGNAGE) \ w \ WATER CLOSET NOTES: m o 1q 17" MIN. = 1. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER I E MAX. 25" MAX. \ \\ CLOSET AREA, NO MORE THAN 44" A.F.F. I ti) r------ _, —a 1'1 ¢ q" \ \ 1 MIN. - •\ 1 I n \ • \` ( I ) EXISTING WATER CLOSET in in so 0 CO °o -� o $ 0 ( 2 ) EXISTING ACCESSIBLE SINK Ti- 2 Z Zx \ 2 o O - �� E �� 11" �E O�Q ( C 3 :-2i.4 2-4" >( 2-4" CO1'11' ETZCIAL F.,RADL > i_31.3� 1 I-UNTED C.GRVICE ;IMC REf'T TJ m - X LA:.�Tf:J:Ar .1: rb_/,I l ,G..�. T� 2,AJLI: /,T I I..r \I:�1C-A4I+lL ,AILJ,A-SLI1' ✓J.r,A.7�C f-, : LkTFF? c 1 �- 'AQ MIN. :T. -�-�, m E _ z RESTROOM 7141:7 3 J N:I T;J IU Q L J —� NE - ♦ 6 �• " _ '_ " I 4) EXISTING 1 1/2" DIA. METAL GRAB BAR, MUST COMPLY WITH LOCAL AND STATE CODES C 3 1112 1 0 ICC \ ACCESSIBLE TOILET ROOM DETAIL I - I - Z IY EY ( 5 ) EXISTING SURFACE MOUNTED PAPER TOWEL DISPENSER o CLEAR FL�R '.AA ♦ w 1 1 .Lr)... 4) REQUIRE] TSI ' uQ \ ( 6 ) G.G. TO SUPPLY 4 INSTALL COAT HOOK AT 4'-0" A.F.F. CENTERED ON DOOR (TOILET ROOM ai v b" QCY 0., \ SIDE) in c*c, SINK CLI=ARANO MAX. Q Q (LO SINK AT HI/LO) u U Ad HI/�O WATER FOUNTAIN ELEVATION ( 7 ) EXISTING SURFACE MOUNTED SINGLE ROLL TOILET PAPER DISPENSER Q - N REFER TO REF53 LECTED ( 8 ) EXISTING TILE - G.C. TO CLEAN TO 'LIKE NEW' CONDITION p E ,� P---: I II CEILING PLAN '- 11 N U `v 1•01_E: v / 2 -0 ( q ) 5 0 DIAMETER ACCESSIBLE TURNING SPACE v 4'-O" TOILET ROOM DOOR Q Jr �" E 0 `n CLEAR SYMBOL SHALL BE IN 1-H / • ( 10 ) EXISTING MIRROR 8i CONTRASTING COLOR .;-: / w �f 10 ( 11 ) EXISTING TILE BASE , Z / n , "LIQ / 6 3 -{} 16 - iZ-',It1CCOT =DSC CA- f �Ft1g. Y3 E�`Y\I \...1 7,.3. ,n3 11:7E7, 3',3r11E.2 T:. ,LNt .,'PP- p2p16THE ARCHITECT iENGINEER ASSUMES NO E E LA, u_u_ / /-( 2 )O /r...7.'..:.\\::: I 7-riS! ILE/li► I1171 III ZT2 4.�l,TD( i't,It4TAID..4 I/,JILX RESPONSIBILITY OR LIABILITY FOR THE USE OF }} 0 THESE PLANS FOR ANY PROJECT OTHER THAN - I — EyII. �{� j / mSPECIFICALLY AUTHORIZED BY THEM AND SIGNED rAll ,_t 0 E1 I ( 13 ) 1 1/2" DIA. VERTICAL MCTn'- '' ."T' I lin T ' Z'MrLY 1-IIT1I LOCAL AHD CTATE COL S ie AND SEALED FOR SUCH SPECIFIC LOCATION IN THE / �� 5 ) T2 Cu1,PLY Arta IP{GTn1A '." 11 I" :4►F--N1�,41.1. G!\:�IPIG CDCUI�GD TO GTL'�r �iCrC'1 TL STATE,PROVINCE OR TERRITORY SHOYN ON THE - I 1-1- //i/q L C,\I L J, 1 .1 SEAL THIS BUILDING USE IS ONLY APPLICABLE IN I I m z OHO / AREAS MEETING THE STATED DESIGN CRITERIA `tE 11_311 11 311 _ " z ( 14 ) EXISTING LIGHT SWITCH JJw MIN. ° M . - z zQ -_�j_p_�_ —■ �E CLEAR CLEA' 1 mE EE ♦ ,1 —_ — _ 4 ® 431-6.i nn i '!"Ti Mti .AMI1'r riiri , , 4ri irr r� Ii144,4444&;‘,..4.4.604-T..-ro.WWeralg4.444‘. Cfbirni I 1 LL ) co- 0 / N 4 _ �N XON ;r ,c L J I / w E q - I14 •i. <E w ( 16 ) FLUSH HANDLE ON APPROACH SIDE STORE NO: L J • m, 40F 5017 2'-6" 4'-0" • "'m E 7 A m- PROJECT LOCATION: ' MIN. CLEAR MIN. CLEAR UNISEX 03 7t3 1 CZ WASHINGTON SQUARE ♦ ♦ 9330 SW WASHINGTON HFOUNTAINCLEARANCES I/LO WATER FOUTAII 18" 18" Milli Q 8 t p SQUARE ROAD am SPACE #: W11 _ TIGARD, OR 97223 SINK AND WATER FOUNTAIN DETAILS 1/2" __ -° DOOR SYMBOL DETAILS r = 1.-0" L ACCESSIBLE TOILET ROOM DETAIL 1/2�' = 1I-O" G GENERAL AND CODED NOTES 1 N.T.S. DESIGN TYPE: LINEN AND LACE REVISIONS: G.G. TO CAULK ALL JOINTS AND18" I FRP-1 I- fCLRNC, .r REQUIRED BY: I811 TOP EDGE OF F.R.P. WITH REFER TO REFLECTED* lIN PAINTABLE LATEX CAULK CEILING PLAN q" - MAX. SIGNAGE - } U RE REFER TO DETAIL Cill MIN) .0. TO PROVIDE 4 INSTALL '' - 1 L/A13.1 1-1/4" DIA. PIPE RAILINGS '� WITH FLANGES: JULIUS EDGE CAP �/ _I Y �� BLUM ALUMINUM 1111 10 • 16 'Ni �Q /� r. CONNECTORAIL SYSTEM• 17" 5 ) S �� G.C. TO PROVIDE SOLID 44'_ A.F.F. %.* • MIN. 111SY ��; ck y BLOCKING AS REQUIRED, •r-- 6 REFER TO DETAIL J/A13.1 '11 h w�% m- 01 O (_'.-)'- Z -Q ~ 1 z1 I Q --- q •INDICATES NO REVISION TO THIS SHEET k: - `. }_ 0. ,, �/ 4 ~', v'� N/"." GYP. BD. X o ,�' s Y `�� DRAWN BY: JMS i \\ / 4X m F ,� ALL WALLS �\, CHECKED BY:APS/ELM R 30" x 48" MINIMUM CLEAR i� csv m F r z �l LOOR SPACE CENTERED EI— (s) -rZ ! 1 U PER LOW DRINKING WAINSCOT PANELS ON ALL FOUR p I ! / .. FOU • •IN UNIT (4) WALLS OF RESTROOMS o ' �� An, /OD AI t' 1 �� 1"�► (TYPICAL) '� ' ♦ 0 1 I ` I GVW ,C 0 8 I 1 I - "'3 w _, �\\ A13.1 .9 GERALD S.SHREMSH wI \� r--'"""., • 769 N.T.S. N.T.S. 1/2" = 1'-0., 1 - 4 '♦ ATER FOUNTAIN ISOMETRIC 'WAINSCOT DETAIL ACCESSIBLE TOILET ROOM DETAIL i '�'�� " �'. E �-'f Q �- U _ MIN. (DRYWALL AND PLYWOOD PRIMER: �/L• MIRROR MASTIC SPEC I 16 KILLZ ORIGINAL (OIL BASED PRIMER) 9 � \/ . ' PALMER "QWIKSET MIRRO-MASTIC"; I --{}-- {y L— —� MASTERCHEM INDUSTRIES, INC. >-6♦ \/ `s'z PALMER PRODUCTS CORP. (502) (866)774-6371 OR APPROVED EQUAL. _ ` " 'J m� 8q3-3bb8 OR (800) 431-6151 / FAX REFER TO REFLECTED "J" CHANNEL TRIM; C.R. �� '- (502) 8q5-8253 � CEILING PLAN ♦ C, . ,1 � LAURENCE 0645P OR EQ Z; �Z J o #10 x 2" LONG PHILLIPS PANCAKE HEAD / SCREWS @ 18" O.G. MAX. (MIN. 2) \- 3'-6" 12" 10 4 / 3'-011 12/21/2016 -Z GRAB GRAB BAR NOTFS: MAX. ' NM 3/4"x4" F.R.T. BLOCKING ' GRAB BARS SH• L NOT ROTATE AND HAVE EXISTING DRAWING TITLE: 1/4" CLEAR MIRROR - NO HARP, Or ABRASIVE ELEMENTS ON OR 8 /ENT 0 THEM. EDGES ARE TO HAVE TOILET ROOM STOP TRIM N 1/2" , A IM- OF 1/8" RADIUS. GRAB BAR ---�_ .A .G AND ATTACHMENT SHALL BE REFER TO CONSTRUCTION PLAN DETAILS lit, "V •, TRUCTED FOR A 250 POUND POINT-o-- •AD 4 _ �_ -{�33" MN. TO 36" MAX. 1 MIRROR MASTIC ON DRYWALL, PRIMED PRIOR �/ _ _ T T.O. GRIPPING SURFACE 0/110* - TO INSTALLATION OF MIRROR- SEE NOTE ON \_/ ♦ _ `�- - - - f , e6-- ♦ Z TI-IES DETAILS ARE FOR THIS SHEET FOR MASTIC 4: PRIMER SPECS - �/ /-1,e- .i - REFERENCE ONLY / .i E - �- X X DATE ISSUED: NEOPRENE SETTING BLOCK \-/ - 1x4 IN- .ALL F.R.T. BLOCKING ♦ l- q.rmmrr „Z E ` SECURE• O STUDS RECESSED EQ THESE PLANS ARE FOR FIXTURE AND GRAB BAR 12/22/2016 j_:, r E fit SCREW HEA` , FILL AND SAND • i 1 EE ILLUSTRATIONS; FOR EXACT ROOM SIZES, - "J" CHANNEL TRIM; C.R. m I SMOOTH E E -E m m CONFIGURATIONS AND DOOR SWINGS - REFER TO THEI LAURENCE D636P OR EQUAL OUGRAB EOF PROTRU G OBJECT AR co co "CONSTRUCTIONPROJECT NO: #10 x 2" LONG PHILLIPS PANCAKE HEAD `� ISE 160530 SCREWS @ 18" O.C. MAX. (MIN. 2) (I.E. TOILET PAPER DIS" NSER) • NOTE: TOILET ROOM AND ACCESSORIES ARE EXISTING _ , 3/4"x4" F.R.T. BLOCKING TO REMAIN. G.C. TO INSTALL ANY/ALL ITEMS THAT -•0-- WM p p ARE NOT EXISTING PER DETAIL. G.C. TO REPLACE DRAWING NO: BOTTOM TRIM _ ASSEMBLY �7" MIN. ANY ITEMS IN BAD CONDITION - COORDINATE WITH N-1% N-3 MAX. OWNERS P.M. i A 1 3 • 1 6" = 1'-0" 11 1/2" = 1'-0 1/2" = 1'-0" 11/2" = 1'-0" MIRROR DETAIL _ N B BAR DETAIL I _ ACCESSIBLE BLE TOILET LET ROOM DETAIL _ E ACCESSIBLE TOILET LET ROOM DETAIL I _ A - OWNER: UPON COMPLETION OF PROJECT, G.C. PROVIDE A COMPLETE A5-BUILT SET OF DRAWINGS FOR THE COMPLETED STORE ChICIVS (ARCH ITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE DRAWINGS INTO THE PLAN TUBE POLDER 11215 METRO PARKWAY G.C. TO PROVIDE / INSTALL HANDLE ON THE FT. MYERS, FL. 33966 TOP CAP TO EASE THE REMOVING OF THE EXIT CAP. COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER. 00 ,o ARCHITECT/ ENGINEER: 0a o 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) 8 H S E CORRESPONDING e 0 TYPE II BRAILLE - o 0 � � r 6 iL /Ai 0 oo m1 GYP. BD. r l` 41 mm o3 PAN HEAD SCREWS TO 2x4FRT 0u0iai G3 SECURE STRAP BLOCKING - vi PAINT( P-lA ( � w 0 3/4" x 2" POPLAR PLYWOOD 6" DIA. TUBE NOTE: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE TRIM SCREWED TO 2 X 4 ai THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE r to LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE FINISH FLOOR OR GROUND V) METAL STRAP r SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. (TYP. OF 2) o c7 2 ,zr 1/2" DIA. HOLE _ IN BOTTOM CAP LIU T c co I 6" = V-0" SECTION THRU TUBE0 = 6 TACTILE EXIT SIGNAGE I _ H . r N LOOSE PVC *= CO `r CAP ( i -a4- NOTE: Q G.C. MUST PROVIDE AND ATTACH A U a S 2" X 2" X 4'-0" 16 GA. 48" A.F.F. LABEL (WITH CLEAR TAPE) STATING: 0 E to METAL CORNER GUARD, _ THIS TUBE CONTAINS STORE DRAWINGS U) 0 to MOUNT AT TOP OF II II AND IS NOT TO BE REMOVED WITHOUT E LO BASE i- THE CONSENT OF THE STORE MANAGER. 0 C o v _ miLABEL 7 Aef 02016 THE ARCHITECT 1 ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF / THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED / — AND SEALED FOR SUCH SPECIFIC LOCATION IN THE '-"LG2 STATE,PROVINCE OR TERRITORY SHOWN ON THE InSEAL THIS BUILDING USE IS ONLY APPLICABLE IN A14.1 AREAS MEETING THE STATED DESIGN CRITERIA. VINYL BASE i- m t- E 4z II n EXTENT OF WOOD HOLDER efOrria FINISH FLOOR, REFER -4 STORE NO: TO FINISH PLAN ♦ to 1,-- -.-JI PLACE, G.C. TO DRILL E1//2"NDIA. 5017 HOLE IN CENTER OF BOTTOM CAP • PROJECT LOCATION: • G.C. TO CAULK ALL JOINTS NOTE: WASHINGTON SQUARE BETWEEN CORNER GUARD AND TUBE ELEVATION 0 ENTIRE ASSEMBLY IS CONSTRUCTED 9330 SW WASHINGTON GYP. BD. WITH NON-SHRINKING, BY G.G. IN FIELD. G.C. TO PAINT PAINTABLE, FLEXIBLE, WHITE BLOCKING 1 P-IA I SQUARE ROAD LATEX CAULK SPACE #: W11 TIGARD, OR 97223 CORNER GUARD @ VINYL BASE DETAIL 6" - 1" II C -O" G DRAWING TUBE I N.T.S. DESIGN TYPE: LINEN AND LACE REFER TO J/A14.1 FOR REVISIONS: ANCHORING DETAILS REQUIRED BY: REFER TO CONSTRUCTION PLAN O © O RIVET (MOVABLE SHELVING W/ FIXED END) 1• , - ,P Z Q J 0. OZ 1-0REFER T r �CONSTRUGTION P�IV •INDICATES NO REVISION TO THIS SHEET LU 0.F z DRAWN BY: JMS ° CHECKED BY:APS/ELM 4 - E SOD ARC MD G 3,TillEfil 0 THE MAX. NUMBER OF BASES PER MODULE IS 6. 7 OR7.19 NOT USED K E MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. 7r44 OM USE THE DOUBLE FACE FIXED SHELF (RIVET RACK) OR " OF Oa REFER TO 24" DEEP SHELFRIVET RACK AT THE END. MANUF. DRAWINGS 1 � ( ) Q ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. Z 4 INSTALL ANTI-TIP TRACK PER MANUFACTURER'S HILT! BOLT t3 GUIDELINES. LOCATE AT CENTER FOR DOUBLE ROW _., 1/4" X 5/8" STE- INSERT Z UNITS. WASHER °Q 12/21/2016 INSTALL CROSSBRACING ON ALL MOVABLE UNITS PER END STOP PILTI SC: W 3/16" X 1 3/4" tYn ANUF. INSTALLATION INSTRUCTIONS. ti DRAWING TITLE: OEM RIV' ED FIXED UNITS. ATTACH TO FLOOR ON ALL NON-SALES 0.z FOUR -•RNERS PER MANUFACTURER INSTALLATION I I I INSTRUC •NS. ATTACH TO WALL ONLY IF IT (41.0 � I ` INTERFERE ITH ANTI-TIP BARS. DETAILS EACH END, I `� ) I I ALUMINUM TRACK "V"TYP. ALL fir/ V TRACK CUT • LENGTH AS REQUIRED. TRACK r i / i 5/8" BUMPERS 51c 100. •, J I I (TYP. .4) FREESTANDING - ELVES STAGGA%• LI •INT ANCHOR EACH PO TO THE J I BRAKE DATE ISSUED: 1/4"� TEK SCREW - ASSEMBLY FLOOR WITH 1/4" AN •R \0140\\ 'c - ° 4 4 ° i 12/22/2016 /^�r �� ° 1 ° FLOOR a .) ' ° 4 @•L� �V— 2" NAIL-IN OR 4 a ° 4 a 4 ,� II 4 a 4 DETAILS 5HOWN ARE FOR REFERENCE NOTE: PROJECT NO: ll4 HILT' II A ° 4 ° MOBILE SHELVING CARRIAGE 160530 /v ° 4 44 ° ° ° 4 . ° ONLY AND NOT FOR CONSTRUCTION. `�� REFER TO MANUF. INSTALLATION ALIGN STEEL TO ALUMINUM TRACK. USE 3/16" INSTRUCTIONS. r\ \'\iA HILTI DRILL, DRILL 2 3/4" MIN. DEPTH IN FLOOR I`3,6 zia N` \-\i A DRAWING NO: r Al 4 1 ■ ELVING ANCHORAGE DETAIL 1 N.T.S. I)n /\CK ANCHORAGE DETAIL N.T.S. NAN OBILE SHELVING I 1/2" _ ''-o�� OWNER: DIVISION 01 - GENERAL REQUIREMENTS 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST DIVISION 6 - CARPENTRY 6. MISCELLANEOUS MATERIALS INFORM OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR a. SETTING BLOCK: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC MATERIAL .. A. CONSTRUCTION DOCUMENTS TO BIDDING. A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, COMPATIBLE WITH cliicc 's 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC 14. GENERAL CONTRACTOR IS TO DETERMINE H15 RESPONSIBILITY FOR THE FLOOR IT WAS PRODUCED. ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SHORE DUROMETER HARDNESS INFORMATION MAY BE FOUND IN EITHER OR BOTH. SLAB AND TENANT SEPARATION WALL INSTALLATION OR MODIFICATIONS WITH B. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL OF 85, PLUS OR MINUS 5. 1/8" WIDE X 1/4" HIGH X 4" LONG. 11215 METRO PARKWAY 2. THE TERM 'OWNER' AS STATED IN THE FOLLOWING SPECIFICATIONS AND LANDLORD AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS b. EDGE SEALER: COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AN IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR OWNER. REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER FT. MYERS, FL. 33966 REFER TO THE LANDLORD OF THE PREMISES. GENERAL CONTRACTOR 15 TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER IN PLACE WITH SUFFICIENT NAILS, SCREWS AND BOLTS AS NECESSARY. DETERIORATION AT MIRROR EDGES. 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT TENANT SEPARATION WALLS AND/OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO C. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL CODES, C. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRROR-MASTIC", (502) 893-3668, DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF INCLUDE ALL WORK REQUIRED. WHICH BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. (800) 431-6151, FAX (502) 895-9253. I • OWNER BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTION OF 15. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF D. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE d. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER ARCHITECT/ ENGINEER: SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION FIXTURES. PRODUCTS CORP. "MIRROR-MASTIC BOND", (502) 893-3668, (800) 431-6151, FAX 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL MANAGER. E. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC., AS REQUIRED E E NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT PROJECTS. a. OVERALL WIDTH (FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO (502) 895-9253. S3 FOR CARPENTRY WORK. t s - e. DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 MM THICK � � Y FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL). MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A SINGLE PIECE. < . B. OWNER DIRECTIVESDIVISION 7 - THERMAL 4 MOISTURE BARRIER U Y x b. OVERALL LENGTH (LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE FACTORY SNIPPED s 8 11 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE WALL ) AND FILED SO THAT THEY WILL NOT BE SEEN AFTER INSTALLATION. PROJECT SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE A. ROOFING/FLASHING: N N c. ANY AND ALL COLUMN LOCATIONS - FREE STANDING OR PROJECTING. (1) BOTTOM TRIM: C.R. LAURENCE CO. INC. 1/4" STANDARD "J" CHANNEL : @� DATE OR THE COMPLETION OF THE PUNCHLIST WHICHEVER IS LAST TO OCCUR. d. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON 1• GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR (CATALOG NUMBER D636P POLISHED FINISH), (800) 421-6144, FAX (800) _LC-0 n 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING 15 TO BE FROM DRAWINGS. SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO CONTACT 262-3299 J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS u5 STRUCTURAL MALL BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL FOR REPAIRS. >. DECK. B. INSULATION: THAN 3/8" AND 7/8" IN HEIGHT, RESPECTIVELY. o DIVISION 03 - CONCRETE (2)TOP TRIM: C.R. LAURENCE CO. INC. 1/4" DEEP NOSE "J" CHANNEL (CATALOG ca E 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT F= A. A. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB 15 NUMBER D645P POLISHED FINISH FOR ALL ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE INSULATION AND .4 MIL POLYETHELENE (VISQUEEN) VAPOR RETARDER AT WALLS ), (800) 421-6144, FAX (800) 262-3299. �� 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. THE AND CEILING AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 5/8 CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE, AND TRANSPORT MATERIALS INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS, LOCAL CODES, OR COMMON C. SEALANTS AND CAULKINGS: AND 1-3/16" IN HEIGHT, RESPECTIVELY. STANDARDS OF PRACTICE TO THE LOCALITY OF THE PROJECT OR WHICHEVER 15 FROM THE POINT OF OFF-LOAD TO THE JOBSITE OR STORAGE AREA AS 1. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE DRAWINGS f. STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1-5/8" LONG, PHILLIPS BUGLE APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK STRICTER. IN THE ABSENCE OF THE ABOVE, THE CONTRACTOR SHALL CONTACT THE AND ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE HEAD, SLEF-DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN2 ii DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE FLOOR SLABS ON GRADE SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED WITH 6"x 6" W.W.F.; OF MOISTURE AND AIR. ALL JOINTS ARE TO BE SEALED AND CAULKED, WHETHER QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND I 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT. APPROPRIATE MATERIALS SHALL MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND IN WALL BLOCKING. HILTI CONCRETE TO BE 3,500 PSI OR HIGHER PLACED OVER COMPACTED SAND/AGGREGATE LI-1c OF ALL OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK-CHARGED ' BE USED. KWI-PRO SELF DRILL DRYWALL SCREWS, ORDERING NAME: 6" X 1'-5/8" PE/14SD, BASE. PROVIDE 10 MIL VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED Cu THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. 3. PROVIDE AND INSTALL ONLY ITEM #: 00086216; HILTI CORPORATION (800) 879-8000. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF EACH SAND/AGGRETATE BASE. THE SOIL SHALL BE INSECT TREATED IF CUSTOMARY TO THE MATERIALS WHICH ARE COMPATIBLE WITH EACH OTHER AND WITH THE RELATED `�' PLASTIC WOOD FILLER: COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY CCU 4 LOCALITY OR AS REQUIRED BY LANDLORD. c tTRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO JOINT SUBSTRATES. MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE B. ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT z 4 ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF D. E. WEATHER BARRIERS INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES MITER JOINTS, vi CONDUCTING THE MOISTURE TEST ' +r COORDINATION OF THE INVOLVED TRADES. WEATHER BARRIER MEMBRANE (DUPONT TYVEK COMMERCIAL-WRAP) AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED FILLER SHALL Iv I. PLAN YOUR TEST CAREFULLY: BEFORE YOU TEST, MAKE SURE YOU HAVE BASIC 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE MANUFACTURER: DUPONT; 4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728, BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE WOOD TRIM. ,� N TOOLS FOR CLEANING THE SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE EXPERIENCED AND WHO EMPLOY EXPERIENCED TRADESMEN. WILMINGTON, DE 19805; 1-800-44-TYVEK (8-9835); h. PLYWOOD FASTENERS: PROVIDE MINIMUM #6 GAGE DIAMETER, PHILLIPS FLAT SURE YOU HAVE A QUALITY GRAM SCALE AND A PROPER SUPPLY OF TEST KITS v (*r3-.: B. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES HTTP://WWW.CONSTRUCTIDN.TYVEK.COM HEAP SHARP POINTED COARSE THREADED STEEL WOOD SCREW FASTENERS IN AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE 15 BETWEEN 65 4 85 DEGREES ' v Q OR EQUIPMENT DURING MALL OR STORE HOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH AS REQUIRED Y 0 FAHRENHEIT WITH RELATIVE HUMIDITY %%% BETWEEN 40-60 FOR AT LEAST 48 9. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE INSTALLATION GUIDELINES AND RECOMMENDATIONS. SECURE USING WEATHER BARRIER TO SPAN THROUGH WOOD MIRROR TRIM AND MIRROR CHANNELS, PLUS 3/4" 0 n.4 LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TO CAUSE HOURS PRIOR TO, AND DURING TESTING. ' o E In 2. PREPARE YOUR TEST SITE(S): THE SLAB MUST BE CLEAN OF DEBRIS AND MANUFACTURER RECOMMENDED FASTENERS, SPACE 12-18 INCHES VERTICALLY ON i. WOOD MIRROR TRIM Cu v THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. IF SECURITY IS CENTER ALONG STUD LINE, AND 24 INCHES ON CENTER, MAXIMUM HORIZONTALLY. 7. EXAMINATION E v "� REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS COST WILL BE THE ADHESIVE RESIDUE. SHOT BLAST SURFACE OR WIRE BRUSH SLAB CLEAN. REMOVE a. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH E `a DUST THOROUGHLY. DO NOT USE CHEMICALS OF ANY KIND TO CLEAN THE FLOOR. a b SOLE RESPONSIBILITY OF THE CONTRACTOR. INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, a T' 10. THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED AVOID TEST LOCATIONS NEAR CRACKS OR JOINTS, OR IN DIRECT SUNLIGHT. DIVISION •8 - DOORS AND WINDOWS SUBSTRATE PREPARTION, AND OTHER CONDITIONS AFFECTING PERFORANCE. Cl) ti SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THE PREPARE 3 TEST SITES FOR THE FIRST 1,000 SQ. FT. AND INCLUDE 1 MORE TEST (1) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY. FOR EACH ADDITIONAL 1,000 SQUARE FEET OF AREA. A. DOORS AND HARDWARE: COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. 11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN 1. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. 02016 THE ARCHITECTIENGINEERASSUMESNO OPEN THE CONTAINER BAG. SET THE ENTIRE TAPE SEALED DISH ON THE GRAM 2. HOLLOW METAL FRAMES: K.P. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR PROCEED WITH MIRRORED GLA55 INSTALLATION ONLY AFTER UNSATISFACTORY RHESEPLANSFORANYPROJECTOT ERTEHAN USE BY STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALL SCALE AND RECORD ITS WEIGHT ON THE DISH LID AND ON THE TEST KIT BOOKLET. CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. SPECIFICALLY AUTHORIZED BY THEM AND SIGNED INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. SCHEDULE. 8. PREPARATION AND SEALED FOR SUCH SPECIFIC LOCATION IN THE IF THE SALES AREA EXCEEDS 8,000 SQUARE FEET, THE CONTRACTOR SHALL RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THE SAME SCALE STATE,PROVINCE OR TERRITORY SHOWN ON THE 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER a. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS SEAL THIS BUILDING USE IS ONLY APPLICABLE IN INCLUDE ONE ADDITIONAL DUMPSTER. WILL BE AVAILABLE FOR RE-WEIGHING THE DISH, OR THE VALIDITY OF THIS TEST APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE DOOR FOR PREPARATION OF SUBSTRATES. AREAS MEETING THE STATED DESIGN CRITERIA 12. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL WILL BE COMPROMISED. CLOSER. • 4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISH. BE 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED (1) MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, BE OFF-SITE STORAGE OF OWNER SUPPLIED MATERIALS. CAREFUL NOT TO LOSE THE TAPE AS YOU WILL NEED TO RESEAL THE DISH LATER. CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND DRYWALL STORE THE DISH LID CAREFULLY AND STICK THE TAPE ALONG THE SIDE OF THE AND PER MANUFACTURER 5 RECOMMENDATIONS. AND PLYWOOD PAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE BEENeibina C. LAYOUT OF WORK B. WINDOWS/MIRRORS: PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND PLYWOOD 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE DISH'S LID 1. GLASS PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE ORIGINAL OF WORK. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY TO THE INSIDE OF THE DOME WHERE IT CAN BE READ THROUGH THE TOP. DO NOT a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF TOUCH OR SPILL THE CALCIUM CHLORIDE. PIECES AS SHOWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND SURFACE AND THE SUBSTRATE GLEANED PRIOR TO THE APPLICATION OF STORE NO: DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR 5 PLACE THE TEST KIT: PLACE THE OPEN DISH ON THE SLAB MAKING SURE THE DRYWALL AND PLYWOOD PAINT. 5017 RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL NOT NSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR D. GLAZING: CALCIUM CHLORIDE INSIDE IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY OVER COMPLETE INSTALLATION. PROVIDE NEAT, UNIFORM 1 " BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. A CONTROL JOINT OR CRACK. REMOVE THE WHITE PAPER ON THE DOME, AND { /4 WIDE UNLESS NOTED 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH PROJECT LOCATION: 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THEOTHERWISE) GAPS (INTERIOR LOCATIONS ONLY) BETWEEN GLASS PANES AND WRITTEN INSTRUCTION OF MIRROR AND MIRROR GLAZING CHANNEL MANUFACTURERS, CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE DOME BETWEEN PANES AND ADJACENT VERTICAL SURFACES. WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER FURNISHED DRAWINGS, WASHINGTON SQUARE HE SHALL AT ONCE NOTIFY THE OWNERS CONSTRUCTION MANAGER. b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16" 45 DEGREE BEVEL AT AND AS SPECIFIED. MOUNT MIRRORS PLUMB, IN LINE AND IN MANNER THAT 9330 SW WASHINGTON THAT IS IN CONTACT WITH THE CONCRETE SLAB. " 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, FRONT AND BACK FACES WITH ALL EXPOSED EDGES UNIFORMLY MACHINE AVOIDS DISTORTING REFLECTED IMAGES SQUARE ROAD WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER POLISHED. i TOOL, FIRMLY SQUASH THE GASKET UNDER THE FLANGES OF THE DOME. THE 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF THE DOME TO THE SLAB. c. OWNER REQUIRES THAT STOREFRONT GLASS NOT BOW MORE THAN +/- 1/16" OUT AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL AND PLYWOOD SPACE #: W11 D. CODES AND STANDARDS THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF OF VERTICAL. SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE TIGARD, OR 97223 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH d. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY APPLYING MIRROR MASTIC. THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION, AND TO ACCOMPLISH GOOD WORKMANSHIP. CAULKING NOT PERMITTED. 3. MIRROR CHANNEL INSTALLATION: THERE SHOULD BE NO LEAKS IN THE GASKET. DESIGN TYPE: FOLLOW APPLICABLE LANDLORD REQUIREMENTS. 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY CONE OVER THE DOME C. WALL MOUNTED GLASS MIRRORS: a. TO PLYWOOD: DRILL, DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS 1. QUALITY ASSURANCE FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TD RECEIVE FASTENERS. LINEN AND LACE AND LET THE TEST REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL THROUGH SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL GOVERNING CODES. a. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED MANUFACTURERS OF FLOORING PRODUCTS RECOMMEND AT LEAST ONE KIT PER MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT THE SACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE IN ACCORDANCE WITH 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF SLAB SURFACEREVISIONS: E. GENERAL CONDITIONS ' INDICATED; WHOSE WORK HAS RESULTED IN MIRROR INSTALLATIONS WITH A THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL THE WEB OF 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST SEVERAL RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL 1N-SERVICE PERFORMANCE. :: AREAS WHENEVER POSSIBLE. THE TOP CHANNEL 1/4 HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE THE CONTRACTOR FOR CONSTRUCTION" IS A PART OF THE CONTRACT DOCUMENTS. b. SOURCE LIMITATIONS FOR MIRRORS: OBTAIN MIRRORS FROM ONE REQUIRED BY: 8. TERMINATE TEST AND CALCULATE: AFTER 60 TO 72 HOURS, CUT OPEN THE DOME RAISING OF THE MIRROR IN TO THE TOP CHANNEL AND ITS SUBSEQUENT AND CAREFULLY RETRIEVE THE DISH. REPLACE THE LID AND SEAL IT BACK UP SUPPLIER/MANUFACTURER FOR EACH TYPE OF MIRROR INDICATED. LOWERING INTO THE BOTTOM CHANNEL. AFTER INSTALLING FASTENERS PLAGE WITH THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE SAME GRAM SCALE. c. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING ACCESSORIES MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL RECORD THE ENDING WEIGHT, DATE, AND TIME ON THE DISH LID AS WELL AS ON FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM THE TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO d. GLAZING PUBLICATIONS: COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF BEING CHIPPED IN SETTING. ADHERE SETTING BLOCKS AT QUARTER POINTS FOR COMPUTE THE MOISTURE VAPOR EMISSION RATE. THE FOLLOWING. WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT BOTTOM MIRROR CHANNELS USING ONLY 2 SETTING BLOCKS PER MIRROR PANEL. DIVISION 02 - SELECTIVE DEMOLITION C. CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR SHALL APPLY. b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK EMISSION VOLUME IN POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. C. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL" AND THE LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON CENTER, A. DEMOLITION AND SPACE PREPARATION ' MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE :: 1. WITHIN FIVE (5) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO (2) PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." AND NOT MORE THAN 3 FROM ENDS PRIOR TO DRILLING THE CHANNEL. DRILL DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL CAREFULLY EQUATION TO DETERMINE NUMERIC EXAMPLE W/ A 4.5 GAIN IN 64.5 NRS. F. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND AND COUNTERSINK, DD NOT DIMPLE BACK LIP OF CHANNEL TO RECEIVE STUD EXAMINE THE SITE AND REPORT TO THE OWNER'S CONSTRUCTION MANAGER ANY VAPOR EMISSION IN POUNDS: (ALWAYS ROUND TO THE NEAREST TENTH): FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SIZED TO RECEIVE WEIGHT GAIN X 118.932 = POUNDS 4.5 X 118.932 = 8.3 INSTALLATION. STUD FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR DISCREPANCIES IN THE LEASE-HOLD DIMENSIONS OR CONFLICTS BETWEEN THE TOTAL HOURS 64.5 2. DELIVERY, STORAGE, AND HANDLING. CHANNEL THROUGH THE BACK LIP OF THE CHANNEL THROUGH DRYWALL, STUD PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS (G.C. TO PAY a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN FRAMING AND SHEET METAL BACKER PLATE SUBSTRATES IN ACCORDANCE WITH SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS, AND AVAILABLE WEIGHT GAIN X 118.932 I I POUNDS PER 1,000 SQUARE FEET INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM THE FASTENERS MANUFACTURERS WRITTEN INSTRUCTIONS. HEIGHT FOR ROLL-UP ENTRANCE GRILLES). TOTAL HOURS IN 24 HOURS CONDENSATION, TEMPERATURE CHANGES DIRECT EXPOSURE TO SUN, OR OTHER (1) INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF 'INDICATES NOREVISION TOTHIS SHEET 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO CAUSES. THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP CHANNEL ANY DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, AND ITS SUBSEQUENT LOWERING ONTO THE WEB OF THE BOTTOM CHANNEL. DRAWN BY: JMS PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC. STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION OF AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE 3. GENERAL CONTRACTOR 15 TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME POUNDS PER 1,000 SQUARE FEET IN 24 HOURS SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES ANDCHECKED BY: APS/ELM LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT, APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETYINSTRUCTIONS, CONDENSATION. ADHERE SETTING BLOCKS TO THE WEB OF THE BOTTOM MIRROR CHANNELS, CALCULATIONS AND ALL OTHER PRINTED INFORMATION ARE PROPERTY OF VAPRECISION DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODE AND 3. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DD NOT INSTALL LOCATED AT QUARTER POINTS USING 2 SETTING BLOCKS PER MIRROR PANEL. CODA,� LANDLORD REQUIREMENTS. TESTING SYSTEMS, COPYRIGHT 1994. REVISED AUGUST 1999. THE VAPRECISION MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE C�� c4 4. WOOD TRIM � INSTALLATION LANDLORD'SANHYDROUS CALCIUM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR ti .�' 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. a. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP-FABRICATED WORK FOR SPECIFICATIONS. GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE TESTING 4 MATERIALS DOCUMENTATION ASTM E-1907-97 AND ASTM-F_1869-98 AND IS 4. SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM THICK AND COMPLYING WITH COMPLETION AND COMPLETE WORK AS REQUIRED. PRIME TO ALL EXPOSED p I ACTUALLY PICTURED IN THE ASTM E-1907 SPECIFICATION. ASTM DOCUMENTS ARE THE SIGN (IF PROVIDED) AS SHOWN ON INSTRUCTIONS SENT WITH BID PACKAGES. ASTM C 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING SURFACES OF THE MIRROR WOOD TRIM WHICH WILL BE IN CONTACT WITH THE 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE COPYRIGHT PROPERTY OF ASTM, AND CAN BE PURCHASED EASILY FROM THEIR WEB SITE APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. GEJ4LQS.SNREMSN�� AT WWW.ASTM.ORG. MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN THE RESINS IN THE . tc 69 WHERE NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL 5. FABRICATION WOOD AND THE MIRROR BACKING. NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE a. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT b. INSTALL MIRROR WOOD TRIM PLUMB LEVEL, TRUE AND STRAIGHT WITH NO t1'' A FOOTNOTE : THE FORMULA ABOVE COMPLIES TO ASTM DOCUMENTATION AS OF 8/99 AND r NECESSARY, AFTER CUTTING. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS 50 THEY FIT CLOSELY DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK, ` ✓` CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE DEDUCTS THE AREA OF THE CALCIUM CHLORIDE DISH IN CONTACT WITH THE SLAB. AROUND PENETRATIONS IN MIRRORS. AND REFINSH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL SOF d'�� THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE THE TEST RESULT WITHOUT WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES (FROM ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE b. MIRROR EDGE TREATMENT: CUTTING AND POLISHING SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR DEDUCTING THE AREA OF THE DISH, USE 108.846 INSTEAD OF 118.932. (1) TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF MAXIMUM LENGTH OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT POSSIBLE. ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, THE GLASS IS FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. AFTER16" DIVISION 4 - MASONRY DO NOT USE PIECES LESS THAN LONG, EXCEPT WHERE SHORTER TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE REMOVED, A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED GRINDING THE ARISSES, EDGES SHALL BE POLISHED TO A HIGH GLOSS SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS OVER REPLACED, RESTORED, OR SATISFACTORILY REPAIRED AS DIRECTED BY THE ON THE PLANS OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO THE SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO 4" LONG SHALL BE SPLINED AND GLUED. OWNER'S CONSTRUCTION MANAGER. ' THE MAJOR SURFACE OF THE GLASS. ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL 5. PROTECTION AND CLEANING 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL MATCH EXISTING WORK. FINISH BRICK WORK SHALL BE EATLY TOOTHED INTO (2) BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE a. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES LEASE-HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR WALLS, THE SURFACE EDGE OF THE GLASS IS BEVELED TO WIDTH INDICATED ON THE CEILINGS, FLOOR COVERINGS (ALL ADHESIVES), PLATFORMS, STORE-FRONTS, ETC. EXISTING MASONRY IF APPLICABLE. OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION OF RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, CLEAN 12/21/2016 (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS). ALL EXISTING THE PLANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE GLASS MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING STANDARDS. UNUSED MECHANICAL, ELECTRICAL AND/OR PLUMBING FIXTURES AND EQUIPMENT, DIVISION 5 - METALS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND THE DRAWING TITLE: INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT AND CURBS (UNLESS INDICATED A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS (WHERE APPLICABLE.) NOSE OF THE BEVEL SHALL BE POLISHED TOA HIGH GLOSS SURFACE SPECIFICATIONS OTHERWISE ON MECHANICAL AND ELECTRICAL DRAWINGS) AND/OR SKYLIGHTS ARE B. METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE TO BE REMOVED AND THE ROOF PATCHED PER ITEM #12 BELOW: CAPPING IS N_OT REQUIRED. INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL MAJOR SURFACE OF THE GLASS. PERMITTED! MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND (3) EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED WHERE APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH EDGE LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, MISCELLANEOUS PERMISSIBLE BY CODES. SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF GLASS DECORATIONS, KITCHEN EQUIPMENT, ETC. 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST COATING. 8. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES AND EDITION OF ANSI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL (4) TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A MEMBERS" MECHANICAL DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. 2. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF RETURN DATE ISSUED: 9. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH 12/22/20 �I G DISCONNECTED OR CAPPED, PRIOR TO DOING SO. FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. G 1 V 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS 3. FOR VERTICAL STUDS WHERE THERE IS NO SHEATHING ATTACHED (SUCH AS ABOVE THE NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS CEILING,) OR WHERE SHEATHING IS ATTACHED TO ONLY ONE FACE, PROVIDE STANDARD PROJECT NO: THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS (G.C. BRIDGING AT 48" O.C. MAX. ATTACH PER MANUFACTURER'S SPECIFICATIONS. WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE OR DISRUPTION). C. DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS 160530 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW STAINLESS STEEL, PREFINISHED METAL, ETC. AS INDICATED ON DRAWINGS, PER - FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF MANUFACTURER'S RECOMMENDATIONS. • ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISH D. OWNER SUPPLIED METALS: G.C. IS RESPONSIBLE TO CONTACT VENDOR FOR ORDERING DRAWING NO: . SPECIFICATIONS FOR SPECS OF "MEGASEALI" EPDXY TO FILL CRACKS AND HOLES. OF PREFINISHED METAL STOREFRONT PANELS, CORNER GUARDS AT TILE FACED COLUMNS. f 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING FLOOR REFER TO INDIVIDUAL DETAILS FOR APPLICATION AND INSTRUCTIONS. SLAB, TENANT SEPARATION WALLS AND ROOF DECK AFTER COMPLETION OFAS . 1 DEMOLITION AND PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION (G.C. MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE ACCORDINGLY). E. ALUMINUM-FRAMED ENTRANCES 4 STOREFRONTS: E. WOOD STRIP FLOORING: H. PAINTING AND COATING I. CARPET: OWNER: 1. GENERAL: INSTALL G.G. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM I. GENERAL: PROVIDE SHOP FINISHED PRE-ENGINEERED WOOD STRIP FLOORING SYSTEM I. THIS SPECIFICATION DEFINES THE REQUIREMENTS FOR SURFACE PREPARATION, 1. INSTALL OWNER FURNISHED CARPET; PROVIDE CARPET ACCESSORIES AS REQUIRED WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. COATING SYSTEMS, MINIMUM AND MAXIMUM DRY FILM THICKNESS, SPECIAL FOR COMPLETE FINISHED INSTALLATION. cti I C S COMPLETE WEATHERTIGHT INSTALLATION. 2. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD APPLICATION INSTRUCTIONS WHEN NECESSARY AND INSPECTION FOR PAINTING OF 2. STANDARDS: COMPLY WITH CARPET AND RUG INSTITUTE (GRI) STANDARDS. 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS FLOORING AND EXPOSED ACCESSORIES, INCLUDING FINISH. SPECIFIED SUBSTRATES. a. FLAMMABILITY: 0.45 WATTS/SQ.CM. OR HIGHER, ASTM E648. ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL. 3. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE 2. IF INSTRUCTIONS CONTAINED IN THIS SPECIFICATION, BID DOCUMENTS OR THE 3. INSTALLER QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON REQUEST, 11215 METRO PARKWAY 3. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING PAINTING SCHEDULE ARE AT VARIANCE WITH THE PAINT MANUFACTURER'S SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS FT. MYERS, FL. 33966 4. SUBMITTALS: NOT REQUIRED. INSTRUCTION. INSTRUCTIONS OR THE APPLICABLE STANDARDS AND CODES PUBLISHED BY ACCEPTABLE. 5. INSTALLATION WARRANTY a. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY SSPC OF OSHA, SURFACES SHALL BE PREPARED AND PAINT APPLIED TO MEET .4. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY 6. MANUFACTURER: G.G. TO BID NWFA AND INSTALL BOSTIK MVP4 MOISTURE VAPOR PROTECTION. SUB-FLOOR THE HIGHER STANDARD, AS DETERMINED BY THE DESIGN AUTHORITY. MANUFACTURERS TO SUIT APPLICATION AND EXPECTED SERVICE. 7. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. MUST BE COMPLETELY DRY. THE MOISTURE CONTENT DIFFERENCE SHOULD BE NO 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING PROMPT 5. LEVELING AND RAMPING MATERIAL: LATEX-CEMENT MATERIAL DESIGNED FOR ARCHITECT/ ENGINEER: a. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION MORE THAN 4% BETWEEN THE ENGINEERED WOOD FLOOR AND CONCRETE CLARIFICATION WHEN INSTRUCTIONS ARE LACKING, CONFLICTS OCCUR IN THE PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM B221, 6061 OR 6063 SUBFLOOR. SPECIFICATION AND/OR PAINT MANUFACTURER'S LITERATURE, OR THE SUBSURFACE TO ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING ALLOY AND T5 OR T6 TEMPER b. G.C. TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION MANAGER PROCEDURE SPECIFIED 15 NOT CLEARLY UNDERSTOOD. IN THE EVENT, THE APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. 8 8 8. FINISH: BLACK #760 IMMEDIATELY AFTER DEMOLITION AND/OR 1 WEEK PRIOR TO FLOOR INSTALLATION. CONTRACTOR FAILS TO RESOLVE THE CONFLICTS, WHICH MAY EXIST, HE SHALL 6. PREPARATION: CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, a f g 9. GLAZING: ASTM C1048, PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR IF THE G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE ATTRIBUTED TO BE RESPONSIBLE FOR HANDLING THE DISCREPANCIES IN A MANNER AS PLASTER AND OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF t FLOAT GLASS; NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED. MOISTURE, IT WILL BE THE RESPONSIBILITY OF THE G.G. TO REPLACE ( LABOR PRESCRIBED BY THE DESIGN AUTHORITY AT NO ADDITIONAL COST TO THE ADHESIVE AND CARPET; ALLOW FLOORS TO THOROUGHLY DRY. U 8 o 1 g a. APPLIED GLAZING FILM: SUPPLY it APPLY 3M FILM ON ALUMINUM FRAMED AND MATERIAL). OWNER. 7. USE LEVELING AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, 0 : C N STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. c. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE 4. ALL PERTINENT SAFETY REGULATIONS, BOTH THE OWNER'S AND OSHA'S SHALL BE LEVELING AND FOR RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2" OF s t o 10. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT FLOOR INSTALLATION. ADHERED TO RIGIDLY. IN ADDITION, ALL SAFETY PRECAUTIONS NOTED ON THE ADJACENT FLOORING MATERIALS. -6 s SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. d. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE - MANUFACTURER'S PRODUCT DATA SHEETS AND LABELS SHALL BE OBSERVED FOR 8. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET v ;, 11. MISCELLANEOUS MATERIALS: CONSISTENT WITH NORMAL, YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A BOTH MATERIALS AND EQUIPMENT. MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. o a. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 65 TO 75 DEGREE F AND 5. THE APPLICATION SHALL LEAVE NO SAGS, RUNS OR HOLIDAYS. ANY DAMAGE IN a. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; I 8 iE MINIMUM 2 OZ. HOT-DIP ZINC COATING, ASTM A123, APPLIED AFTER HUMIDITY RANGE OF 35 TO 65' IS RECOMMENDED. ANY COAT SHALL BE REPAIRED TO CONFORM TO THIS SPECIFICATION PRIOR TO SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE FABRICATION. e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE FINAL INSPECTION. PROPER ADHESION OVER FULL AREA OF INSTALLATION. VI b. BITUMINOUS PAINT: COLD-APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND 6. WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE COATED SHALL b. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET d, MIL THICKNESS PER COAT. HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. BE CLEANED AND REPAIRED ACCORDING TO HIGHEST INDUSTRY STANDARDS AND IN BEFORE INITIAL SET. 2 o c. FLASHING: INSTALL SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS A MANNER APPROVED BY THE DESIGN AUTHORITY. C. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM. INSTALL CARPET NITH M ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. 7. ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE $ CO., AND ARE INTENDED TO PILE INCLINATION IN ONE DIRECTION. z WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. f. COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES. COATING SUBSTITUTIONS d. ALL SEAMS SHALL BE BEADED (BUTTERED) NITH LATEX WITHOUT EXCEPTION. O d. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING 4. MANUFACTURERS: REFER TO FINISH SCHEDULE. ARE PROHIBITED. 9. INSTALL PROPER TRANSITION CARPET EDGE. RAW CARPET EDGES SHALL BE ENTRANCE SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW 5. WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP 6. ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOB SITE IN THE SECURED AND HELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES .0 ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE ORIGINAL AND UNOPENED CONTAINERS, PLAINLY MARKED WITH THE PROPER SHALL BE FINISHED WITH EDGING. = ci a 12. FABRICATION: APPLICATION TO CONCRETE. DESIGNATION OF THE PRODUCT, AS WELL AS THE NAME OF THE MANUFACTURER. 10. WHERE CARPET MEETS DISSIMILAR MATERIAL, INSTALL AN APPROVED CARPET c z a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ALL COATING MATERIALS AT THE JOB SITE SHALL BE SUBJECT TO INSPECTION BY EDGE BAR. (i) d- ENSURING CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS 6. ADHESIVE: AS RECOMMENDED BY MANUFACTURER; URETHANE BASED ADHESIVE THE OWNER'S REP. 11. CARPET SHIELDS: G.G. TO PROVIDE CARPET SHIELD TO PROTECT CARPET I 6 "1 1 ARE FLUSH, 1/64th INCH MAX. AND WEATHERPROOF. NO CAULK AT ANY JOINTS SHOULD BE USED EXCLUSIVELY: BOSTIK BEST, BST, EFA OR TKO. 9. ALL PAINTING MATERIALS SHALL BE STORED IN A CLEAN, DRY WELL VENTILATED IMMEDIATELY AFTER CARPET INSTALLATION. 4? ai v OR CONNECTIONS. NO EXCEPTIONS! 7. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE VAPOR PROTECTION OR AS PLACE, PROTECTED FROM SPARKS, FLAME, DIRECT RAYS OF THE SUN, AND vl • o b. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED RECOMMENDED BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, EXCESSIVE NEAT OR COLD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DIVISION 10 - SPECIALTIES v :- SEPARATORS WHICH WILL PREVENT CORROSION. MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V-NOTCH THE PROTECTION AND SAFETY OF MATERIALS STORED BY G.C. AT THE JOB SITE. < fX - 13. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING TROWEL IS RECOMMENDED. A. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR WALL: 24" X 24" SURFACE MOUNTED 10. PAINT ADDITIVES ARE PROHIBITED. MOUNTED, O a o `n ENTRANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO 8. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE 11. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE FINISH PAINTING MODEL #AP24, AS MANUFACTURED BY INTEXFORMS INC. (916) 388-9933 OR OTHER o E to MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. CEMENTITIOUS PASTE. SCHEDULE, OF THIS SPECIFICATION AND/OR THE PAINTING SCHEDULE SUBMITTED AS WHICH MUST BE APPROVED BY OWNERS CONSTRUCTION MANAGER. SUBSTITUTE WITH N v ,to a. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; 9. DIVIDER STRIPS: TYPE AS INDICATED, AS SELECTED BY ARCHITECT FROM A PART OF THE SCOPE OF WORK DOCUMENTS WITH THE SCOPE OF WORK SCHEDULE "B" LABEL FIRE PANEL, MODEL FW 5050, KEY LOCK, ONLY IFA RATED DOOR IS 0 g § 1 MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. MANUFACTURER'S FULL RANGE OF EDGE STRIPS WHERE NOT OTHERWISE INDICATED. TAKING PRECEDENCE. COLORS SHALL NOT BE SUBSTITUTED. REQUIRED PER CODES. b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN 10. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS 12. SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING 4 PAINTING 5• ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC AND -C D ca ASSEMBLIES TO BUILDING. SMOOTH AND FLAT TO PLUS OR MINUS 1/8" PER 10'-0", FREE OF OIL, GREASE, OPERATIONS. REFLECTED CEILING PLANS. IN ABSENCE OF DEFINED LOCATIONS, THE GENERAL c. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, DUST AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL 13. BEFORE ANY SURFACE 15 COATED, IT SHALL BE GLEANED CAREFULLY OF ALL DUST, CONTRACTOR IS TO FURNISH AND INSTALL ACCESS PANELS AS NECESSARY TO FURNISH USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH HOLES, AND FOR MINOR LEVELING. DIRT, GREASE, LOOSE RUST, MILL SCALE, OLD PAINT, ETC. REASONABLE' SAFE ACCESS TO SERVICE ALL SERVICEABLE COMPONENTS OF EACH 02016 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF SECTION 08700. a. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY 14. ALL CLEANED METAL SHALL BE PRIME COATED , AS SPECIFIED, IMMEDIATELY PIECE OF EQUIPMENT. ASSUMED ACCESS SHALL BE BY A TECHNICIAN(S) STANDING THESE PLANS FOR ANY PROJECT OTHER THAN d. INSTALL SILL MEMBERS AND TIRE54-IOLDS IN BED OF COMPOUND, JOINT FILLERS SUBSTRATE FOR WOOD STRIP FLOORING. BUFF CONCRETE WITH AN 80 GRIT AFTER CLEANING TO PREVENT NEW RUSTING OR OXIDATION OF CLEANED SURFACES. FIRMLY ON A LADDER. WHERE ACCESS PANELS OR REMOVABLE DIFFUSERS CANNOT BE ASGNED pDSEA SEALED SUCHFICALLY ISPECIFICLOCATIONZED BY THEM AND IINTHE OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. SCREEN THEN VACUUM AND WIPE THOROUGHLY WITH LACQUER THINNER. 15. SURFACES LOCATED IMMEDIATELY ADJACENT TO THE EQUIPMENT THE CONTRACTOR IS TO STATE,PROVINCE OR TERRITORY SHOWN ON THE ' SEAL THIS BUFURNISH A NON-COMBUSTIBLE CATWALK OR ABOVE CEILING SECURED PLANKING OR AREAS MEETIINGLDING T ESTA ELY DUSE ISN DESIGNCRAPPLICTERIAN LE e. GLASS INSTALLATION: COMPLY WITH DANA GLAZING MANUAL AND GLAZING il. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION a. SURFACE PREPARATION (ALL METAL AND WOOD SURFACES} METAL OR PERMIT ACCESS TO THE MANUFACTURER INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. I) SOLVENT CLEANING SSPC-SP1 - THIS IS A METHOD FOR REMOVING OIL, METAL L DECKINGNT FROM THESIMILARNON-COMBUSTIBLE ACCESS PANEL MATERIALOR TO PERMITCATWALKS SURFACES. a. INSPECT FLOORING MATERIAL FOR CORRECT TYPE, QUANTITY AND DAMAGE. GREASE, DRAWING AND CUTTING FLUIDS FROM THE SURFACE. A COMPLETE EMUST BE OBSTACLE-FREE NEARESTO A HEIGHT OF 3 FOOT 0 DIFFUSER.THE CATWALK. b. PROVIDE AT LEAST 1/2 EXPANSION SPACE BETWEEN FLOORING AND ALL WALLS DESCRIPTION OF THE PROCEDURES CAN BE FOUND IN STEEL STRUCTURES MU T BE MUST L BE CAPABLE OF SUPPORTINGFA INCHES ABOVEO OTWO (2)T DIVISION 9 - FINISHES AND VERTICAL OBJECTS. PANTING COUNCIL SPECIFICATION "SSPC-SP-1 SOLVENT CLEANING" CTECHNICIANS PLUS EQUIPMENT AND SAFELYE CONSTRUCTED OF MII NON-COMBUSTIBLE CrOsina C. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE 2) EMULSIFIER SOLVENT CLEANING - ALL AREAS TO BE PAINTED SHOULD BE A. GYPSUM DRYWALL: CONTACT FOR PERMANENT BOND TO SUBSTRATE. WHEN INSTALLING DIRECT TO CLEANED THOROUGHLY WITH A SOLUTION OF OIL AND GREASE EMULSIFIER. THIS MATERIALS. STORE NO: 1. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH CONCRETE, IT IS RECOMMENDED BLUE PAINTERS TAPE BE USED TO HOLD THE CLEANER EMULSIFIES ALL OF THE OILY SUBSTANCE CONVERTING IT TO SOAP C. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS - PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, FLOORING TOGETHER WHILE ADHESIVE IS WET. THIS WILL KEEP THE FLOOR TIGHT NON-SALES AREA WALL STANDARDS, SHELVES, BRACKETS, ETC. 5017 AND FLOATS IF OUT OF THE SURFACE. THOROUGHLY SCRUB ALL AREAS UNTIL PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL D. LAVATORY FIXTURES 4 ACCESSORIES: REFER TO MECHANICAL DRAWINGS AND CRACKS TO A MINIMUM. REMOVE BLUE TAPE WITHIN 8 HOURS. SURFACE APPEARS CLEAN, AND THE RINSE WELL WITH CLEAN WATER. THIS ' ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONSTRUCTION PLAN, AND RESPONSIBILITY SCHEDULE. PROJECT LOCATION: d. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO PROCESS SHOULD BE REPEATED TO ENSURE THAT THERE ARE NO OTHER OILY E. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF 2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEETROCK (TYPE 'X') VERTICAL INTERRUPTIONS. CONTAMINANTS REMAINING. WASHINGTON SQUARE PANELS OF STANDARD QUALITY. GENERAL CONTRACTOR MAY USE NON-RATED 5/6" e. ALL BOARDS THAT ARE CUT SHOULD BE HAND BEVELED OR DRAGGED, AND b. WALLS AND COLUMNS - EGGSHELL FINISH SAME AND FIREPROOF NEW STEEL AS REQUIRED. 9330 SW WASHINGTON THICK BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL CODES. COLORED TO MATCH OTHER FLOORING BOARDS USING BLEED KIT SUPPLIED WITH 1) PRIMER: APPLY ONE (1) COAT OF ULTRA SPEC UNDERCOATER PRIMER AND F. CLEANING: THE G.G. IS RESPONSIBLE FOR 3 PROFESSIONAL CLEANINGS. ONE CLEANING ALWAYS USE TYPE 'X' ON TENANT SEPARATION WALLS. THE FLOORING. SEALER (PRODUCT # N53400) AT A WET FILM THICKNESS OF 3.6 MILS PER TO BE PRIOR TO THE PUNCH-LIST DATE. THE SECOND IS TO BE AFTER THE STORE IS SQUARE ROAD THE THIRD IS JUST PRIOR TO OPENING. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S f. BOARDS THAT MEET PERPENDICULAR OR AT ANY OTHER ANGLE ARE TO BE COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT FINISH MERCHANDISED BEFORE THE OPENING DATE. SPACE #: W11 RECOMMENDATIONS. TONGUE AND GROOVED TOGETHER. COAT). PRIMER ONE SHADE LIGHTER THAN STORE IS TO BE TURNED OVER IN A DUST-FREE, DIRT-FREE CONDITION. CLEANING 4. METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND g. CLEAN ALL ADHESIVE OFF THE FINISHED FLOORING WITH MINERAL SPIRITS MAKING 2)FINISN: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: TIGARD, OR 97223 JOINT TAPE. SURE NOT TO RUB TOO AGGRESSIVELY WHICH COULD DAMAGE THE FINISH AND/OR 1. STOREFRONT GLASS (INSIDE AND OUT) 5. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND REMOVE THE COLOR FROM THE FLOORING. EGGSHELL FINISH (549) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO 2. MIRRORS DESIGN TYPE: JOINT TAPE. h. PROVIDE DIVIDER STRIPS WHERE FLOORING TERMINATES WITH TILE OR OTHER ACHIEVE A DRY FILM THICKNESS OF 1.5 MILS PER COAT. 3. STOREFRONT METAL LINEN AND LACE 3)APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH 4. SIGNS B. CERAMIC TILE: FLOOR FINISHES. PREMIUM QUALITY NYLON/POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, 5. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACK AND TRACK HEADS ■ i. CERAMIC TILE AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. (1) DIVIDER STRIPS MANUFACTURER: BUT BACKROLL WITH SOFT WOVEN COVER NO LARGER THAN 1/2" NAP TO 6. FLOORING (PER MANUFACTURER'S RECOMMENDATIONS) REVISIONS: (IF APPLICABLE) MANHATTAN AMERICAN TERRAZZO STRIP COMPANY MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. 7. VINYL RESILIENT FLOOR TILE CLEANED AND WAXED 2. INSTALL CERAMIC TILE USING RECOMMENDED METHODS OF THE TILE CONTRACTORS P.O BOX 72433 C. CEILINGS AND SOFFITS - FLAT FINISH ASSOCIATION OF AMERICA AND THE TILE COUNCIL OF AMERICA, INC. OLD 421 ROAD STALEY, NORTH CAROLINA 27355 8. PRESENTATION ITEMS, PROPS, AND TRADE FIXTURES REQUIRED BY: 3. INSTALL CERAMIC TILE USING GROUT AND JOINT SPACING SPECIFIED IN FINISH (336)622-4247; FAX: (336) 622-4160 I) PRIMER: APPLY ONE (I) COAT OF ULTRA SPEC UNDERCOATER PRIMER AND q. WOOD BASE SCHEDULE. matsns@aol.com SEALER (PRODUCT # N53400) AT A WET FILM THICKNESS OF 3.6 MILS PER 10. WALL COVERINGS 4. ADHESIVE IS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (PER i. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT Il. NON-SALES SHELVING, STORAGE PLATFORMS, ETC. MANUFACTURER'S SPECIFICATIONS). BETWEEN WOOD FLOORING AND ADJACENT FLOORING. PRIMER ONE SHADE LIGHTER THAN FINISH COAT). G. AWNINGS - GENERAL: G.C. TO COORDINATE AWNING AND FRAME INSTALLATION WITH 5. CAREFULLY CLEAN ALL WORK AND REPLACE OR REPOINT ANY DAMAGED WORK AND 2) FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT OWNER'S PROJECT MANAGER. SUBCONTRACTOR TO PROVIDE BLOCKING AS REQUIRED. LEAVE IN PERFECT CONDITION. USE NO ACID, AGENT OR DEVICE THAT WILL MAR F. RESILIENT SHEET FLOORING: FLAT FINISH (547) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO COORDINATE WITH OWNER'S VENDOR. SURFACE. CONSULT WITH OWNER'S CONSTRUCTION MANAGER FOR INSTRUCTIONS 1. GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUIRED ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. (DO NOT POLISH CERAMIC TILE). FOR COMPLETE FINISHED INSTALLATION. 3) APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH DIVISION 11 - NOT USED 6. CERAMIC TILES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR 2. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING PREMIUM QUALITY NYLON/POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, DIVISION 12 - FURNISHINGS STAFF. COLOR AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE BUT BACKROLL WITH SOFT WOVEN COVER NO LARGER THAN 1/2" NAP TO 7. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CORRECT RAISED CERAMIC TILES ACCESSORY. MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. A. GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE FOR THE ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OF THE 3. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH d. WALL BASE, CASING, AND TRIM - SEMI GLOSS FINISH AND NON-SALES EQUIPMENT AND FURNITURE. OWNER'S CONSTRUCTION MANAGER. MAXIMUM VARIATION OF 1/8" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND 1) PRIMER: APPLY ONE (1) GOAT OF ULTRA SPEC UNDERCOATER PRIMER AND B. THE CONTRACTOR 15 RESPONSIBLE TO UNGRATE, ASSEMBLE, AND PLACE TRADE C. CEILING SYSTEMS: EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. SEALER (PRODUCT # N53400) AT A WET FILM THICKNESS OF 3.6 MIL-5 PER FIXTURES AND PRESENTATION ITEMS IN SALES AREA; FIXTURES TO BE LOCATED PER I. FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND Q. REFER TO FINISH SCHEDULE FOR LOCATION OF SPECIFIED MATERIALS AND GOAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT THE DIRECTION OF THE OWNER. RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. FINISHES WHEN APPLICABLE. PRIMER ONE SHADE LIGHTER THAN FINISH COAT). C. SUN CONTROL FILM: (USE ONLY WHEN NOTED IN DRAWINGS). .INDICATES NOREVISION TOTHIS SHEET 2. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, CEILING, b. FLAMMABILITY: 0.45 NATTS/SQ.CM. OR HIGHER, ASTM E648. 2)FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT 1. SOLAR CONTROL FILM APPLIED TO EXISTING GLASS. DRAWN BY: JMS GRILLES, DIFFUSERS AND OTHER NORMAL ACCESSORIES. PROVIDE SYSTEM 4. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING SEMI-GLOSS FINISH (651) AT A NET FILM THICKNESS OF 3.8 MILS PER COAT 2. PRODUCT DATA: MANUFACTURER'S DATA ON PRODUCTS TO BE PROVIDED, SHOWING COMPONENTS FROM A SINGLE MANUFACTURER. RESILIENT FLOORING. TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. CHECKED BY: APS/ELM 3. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH 5. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR 3)APPLICATION: BRUSH APPLY WITH PREMIUM QUALITY NYLON/POLYESTER BRUSH. 3. TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. FINISH CEILING SHALL BE LEVEL, WITH PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF PRIMER MAY BE SPRAYED. ALWAYS KEEP A WET EDGE DURING APPLICATION. A PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. JOINTS SNUG AND SQUARE, AND TILES OR PANELS IN PERFECT CONDITION. SUBSURFACE TO ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING MAXIMUM OF ONE PINT PER GALLON OF CLEAN WATER MAY BE ADDED FOR A 4. PROVIDE FILM MANUFACTURER'S 10-YEAR WARRANTY AGAINST FAILURE OF FILM, �. D d r,C 4. MATERIALS AND FINISHES APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. DESIRED CONSISTENCY AND FLOW. INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, 2. 4. 1,��'' a. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES 6. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY e. METAL DOORS AND METAL DOOR JAMBS - SEMI GLOSS FINISH DELAMINATION, AND DEMETALIZATION; INCLUDE COST OF MATERIAL AND LABOR FOR WHEN APPLICABLE. FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. 1)PRIMER: REMOVAL AND REINSTALLATION. b. NON-SALES CEILING: AS SCHEDULED OR EQUAL. CLASS "A" RATING. 7. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR a. NEW DOORS: APPLY ONE (I) COAT OF ULTRA SPEC ACRYLIC METAL 5. MANUFACTURER: SOUTHWALL TECHNOLOGIES; REPRESENTED BY V-KOOL, INC.; 173565 c. WHEN A ONE-HOUR FIRE-RATED CEILING ASSEMBLY 15 REQUIRED BY LANDLORD, MATERIAL TYPE AND LOCATION. PRIMER (PO4) ATA WET FILM THICKNESS OF 4.0-4.5 MILS PER COAT TO NORTHWEST FREEWAY, HOUSTON, TX 77040. ASD. TEL: (800) 786-2468. FAX: WINDS. STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR IS TO CONFORM WITH 8. PREPARATION: CONFORM TO ASTM F710 AND MANUFACTURER'S RECOMMENDATIONS ACHIEVE A DRY FILM THICKNESS OF 1.7-2.3 MILS PER COAT. (TINT PRIMER (713) 856-8998. EMAIL: %%USALES@V-KOOL-USA.COM WWW.V-KOOL-USA.COM • x:769 UNDERWRITER'S LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY AS FOR PREPARATION; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, ONE SHADE LIGHTER THAN FINISH COAT). 6. SOLAR CONTROL FILM: SOUTHWALL TECHNOLOGIES V-KOOL VK-70 FILM: VIRTUALLY A ,.�. SCHEDULED. CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. b. EXISTING FACTORY FINISHED DOORS: APPLY ONE (1) COAT OF STIX CLEAR SELF-ADHESIVE POLYESTER FILM. r- `^ �(� d. G.C. TO PROVIDE ONE BOX OF THE SPECIFIED CEILING TILES ON SITE FOR FUTURE 9. INSTALLATION: COMPLY WITH FLOORING AND BASE MANUFACTURER WATERBORNE PRIMER (XA05). ALLOW 3 HOURS TO DRY THEN APPLY 1-2 7. SOLAR CONTROL FILM: SOUTNWALL TECHNOLOGIES V-KDOL VK-40 FILM: GRAY " , 'QF Q USE. RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, COATS OF REGAL SELECT SEMI-GLOSS IN THE SPECIFIED COLOR TINTED SELF-ADHESIVE POLYESTER FILM. D. VINYL PLANK FLOORING: PRESS WITH HEAVY ROLLER FOR FULL ADHESION; SCRIBE TO WALLS, COLUMNS, 8. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2)FINiSH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT I. GENERAL: G.G. TO INSTALL OWNER SUPPLIED VINYL STRIP FLOORING SYSTEM WITH AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 9. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS ACCESSORIES A5 REQUIRED FOR COMPLETE FINISHED INSTALLATION. a. LAY FLOORING WITH MINIMUM SEAMS WITH PATTEN PARALLEL TO BUILDING LINES SEMI-GLOSS FINISH (551) AT A WET FILM THICKNESS OF 3.6 MILS PER COAT BETWEEN FILM AND FRAME. TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER GOAT. 2. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE TO PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLOORING AT 10. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES. THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; 3)APPLICATION: FOR JAMBS: BRUSH APPLY WITH PREMIUM QUALITY ALWAYS KEEP A WET EDGE DURING NYLON/POLYESTER BRUSH. APPLICATION. II. REMOVE CLEANING SOLUTIONS, RUN-OFF CLEANING WATER, AND ADHESIVE INSTRUCTION. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES. „ MOUNTING SOLUTION FROM ADJACENT SURFACES. a. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY 10. INTEGRAL COVE BASE: PROVIDE INTEGRAL COVE BASE INCLUDING COVE SUPPORT FOR DOORS, A SOFT WOVEN COVER OF NO MORE THAN 1/2 IS RECOMMENDED 12. WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION WORK, NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF WOOD STRIP OR FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP LEVEL FOR A SMOOTH APPEARANCE. A MAXIMUM OF ONE PINT PER GALLON OF CLEAN PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT. 12/21/2016 WATER MAY BE ADDED FOR A DESIRED CONSISTENCY AND FLOW. SUB-FLOOR MUST NOT EXCEED 12% AND CONCRETE MOISTURE CONTENT MUST NOT WITH FLOOR LINE, WITHCORNERS;TIGHTLY BUTTED JOINTS, MITERED USE LONGEST D. INTERIOR WINDOW FILM: EXCEED 6LBS. TOP EDGE PIECES AVAILABLE, MINIMUM 48" BETWEEN JOINTS. F. NOTES AND CAUTIONS 1. APPLY TO STOREFRONT GLASS AS INDICATED IN DRAWINGS. DRAWING TITLE: 2) ENSURE PROPER CONDITIONS FOR APPLICATION - BEFORE ANY SURFACE IS I b. IMMEDIATELYG.C. TO PROVIDE V D TER (STURE TEST DEMOLITION AND/OR REPORT W�EKONSTRUCTION PRIOR TO FLOORAINS INSTALLATION. 11. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. COATED, IT SHALL BE CLEANED OF ALL DUST, DIRT, GREASE, LOOSE RUST, 2 Pl-IYDICAL PROPERTIESANDUCT DATA: MANUFACTURER'S INCLUDING T INSTALLATIONA ON T INSTRS TO UCTIONS. OE NOSVIDED, SHOWING SPECIFICATIONS IF THE G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE ATTRIBUTED TO G. VINYL RESILIENT TILE (NON-SALES): MILL SCALE, LOOSE PAINT, ETC. IMPERFECTIONS AND HOLES IS SURFACES TO 3. TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH HE COATED SHALL BE CLEANED AND FILLED IN AN APPROVED MANNER. MOISTURE, IT WILL BE THE RESPONSIBILITY OF THE G.C. TO REPLACE (LABOR 1. SEE FINISH SCHEDULE. BUTT BASE TO FLOOR AND WALL WITH NO GAPS. PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. 2) ALL PROJECTS SHOULD BE INSPECTED - AT VARIOUS STAGES OF SURFACE AND MATERIAL). 2. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER APPROVED BY 4. PROVIDE FILM MANUFACTURER'S 10 YEAR WARRANTY AGAINST FAILURE OF FILM, PREPARATION AND COATING APPLICATION. INSPECTIONS SHOULD BE CARRIED C. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH WATERPROOF TYPE INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, OUT BY G.C. INSPECTION $ OWNERS REP. OR BY OUTSIDE INSPECTION FIRMS. FLOOR INSTALLATION. ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND DELAMINATION, AND DEMETALIZATION; INCLUDE COST OF MATERIALS AND LABOR d. ROOM TEMPERATURE AND HUMIDITY OF' 3) CLEAN ANY BOLTS AND PAINT THEM USING A BRUSH - COLORS SHOULD BE INSTALLATION AREA SHOULD BE SURFACES INVOLVED. FOR REMOVAL AND REINSTALLATION. CONSISTENT WITH NORMAL, YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A DEGREASED BEFORE PRIMING. THE PRIMER AND TOPCOATS SHOULD BE APPLIED 5. MANUFACTURER: 3-M, 3M CORPORATE HEADQUARTERS, 3M CENTER ST. PAUL, MN WEEK BEFORE INSTALLATIN. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND BY BRUSH TO ACHIEVE COMPLETE AND UNIFORM COVERAGE. 55144-1000, 1-888-364-3577 DATE ISSUED: HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. 4) MASK FAYING SURFACES AFTER PRIMING - IF FAYING SURFACES ARE TO BE 6. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12/22/2016 e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE PRIMED, THEY MUST BE MASKED AFTER PRIMING TO PREVENT TOPCOATING OF 7. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND THE FAYING SURFACES. APPLICATION OF THE TOPCOAT TO A FAYING SURFACE BETWEEN FILM AND FRAME HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. MY LEAD TO LOOSENING OF FRICTION JOINTS. 8. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES PROJECT NO: THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS 5) ENSURE ADEQUATE VENTILATION - ADEQUATE VENTILATION WHILE APPLYING 9. REMOVE CLEANING SOLUTIONS, RUN-OFF CLEANING WATER, AND ADHESIVE 0 BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. AND CURING COATINGS IS IMPORTANT FOR HEALTH AND SAFETY REASONS AND MOUNTING SOLUTION FROM ADJACENT SURFACES 16Q530 f. COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. TO ENSURE PROPER CURING OF THE COATING. WHEN APPLYING COATINGS IN 10. WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION WORK, 3. MANUFACTURERS: REFER TO FINISH SCHEDULE. CONFINED SPACES, SOLVENT VAPORS MAY ACCUMULATE, LEADING TO PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT DRAWING NO: .4. ADHESIVE: AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY INTOXICATION OF WORKERS OR FIRE AND EXPLOSION. FLAMMABLE SOLVENTS OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND THE ATOMIZED COATINGS ARE GENERALLY HEAVIER THAN AIR AND TEND AND ACCEPTABLE TO APPLICABLE AUTHORITIES. TO SETTLE IN THE LOWER AREAS OF CONFINED CONSIDER THIS WHEN 5. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS DESIGNING AND INSTALLING THE VENTILATION SYSTEM. RECOMMENDED BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, 6) PAINT BEFORE INSTALLING HARDWARE. AS • 2 MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V-NOTCH TROWEL 15 RECOMMENDED. 01000 GENERAL STRUCTURAL NOTES OWNER: 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS chicors AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE GENERAL STRUCTURAL NOTES, TIE STRICTEST PROVISION SHALL GOVERN. 11215 METRO PARKWAY 2. GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIFICATION CODE FT. MYERS, FL. 33966 3. ROOF LIVE LOAD: - N/A 4. ROOF SNOW LOAD: - N/A 5. WIND LOAD: - N/A 6. SEISMIC LOAD: ARCHITECT I ENGINEER: OCCUPANCY CATEGORY - II IMPORTANCE FACTOR (le) - 1.0 m=iiMBH MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD (Se) - 0.q78 STRUCTURAL asICI,LESANC MAPPED SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIOD (S1) - 0.425 1166 Oublin Road Su,te200 Columbus,OH 43215-1038 SITE CLASS - D 614-481-9800 SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIOD (SDs) - 0.723 wwwsmbhlnc.com smbh job no•116-010.010 SPECTRAL RESPONSE COEFFICIENT AT ONE-SECOND PERIOD (5131) - 0.446 SEISMIC DESIGN CATEGORY - D DESIGN BASE SHEAR - N/A DESIGN BY EQUIVALENT LATERAL FORCE PROCEDURE 7. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL 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 RESPONSIB1LITY 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. i. 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. II. 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 I. SPECIFICATIONS AND STANDARDS: A. STRUCTURAL PROPERTIES OF COLD-FORMED METAL FRAMING SHALL BE COMPUTED IN ACCORDANCE WITH A#SI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND SHALL BE PUBLISHED IN THE MANUFACTURERS CATALOG. (40V/a B. WELDING SHALL BE PERFORMED ONLY BY QUALIFIED OPERATORS USING PROPER EQUIPMENT FOR THE PARTICULAR TYPE OF WORK REQUIRED. STORE NO: C. AWS STANDARD WELDING SYMBOL. D. AWS 01.3 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES. 5017 2. MATERIALS: A. ALL STUD MEMBERS TO HAVE 1 5/8" FLANGES PROJECT LOCATION: B. MEMBERS 54 MILS AND HEAVIER: ASTM A1003, GRADE 50, TYPE H. WASHINGTON SQUARE C. MEMBERS 43 MILS AND LIGHTER: ASTM A1003, GRADE 33, TYPE H. 9330 SW WASHINGTON D. TRACK AND BRIDGING MATERIALS: ASTM A1003, GRADE 33, TYPE H. E. FRAMING SHALL BE GALVANIZED PER ASTM A653, G60. SQUARE ROAD F. WELDING ELECTRODES: AWS A5.1, A5.5 OR A5.18 SERIES E60. SPACE #: W11 3. CONNECTIONS: TIGARD, OR 97223 A. CUT FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND HOLD NOT USED 1/2"=1'-O" FIRMLY IN POSITION UNTIL PROPERLY FASTENED. %j DESIGN TYPE: _ B. PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. LINEN AND LACE C. HIRE TYING OF STRUCTURAL FRAMING COMPONENTS IS NOT PERMITTED. D. COMPONENTS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 2-#8 SCREWS OR AS SHOWN ON THE DRAWINGS. REVISIONS: 4. MISCELLANEOUS REQUIREMENTS: CODED NOTES NOTE: ALL STUDS TO A. ATTACH TRACK TO THE FLOOR AND OVERHEAD STRUCTURE AS NOTED. HAVE 1W5" FLANGES REQUIRED BY: B. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND CONNECT AS NOTED. C. SPLICES IN STRUCTURAL FRAMING MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF O DBL 6" DP, 16 GA BEAM © (1) 3 5/8", 20 GA JACK THE STRUCTURAL ENGINEER. N/ 3 5/8", 20 GA TRACK, STUD $ (1) 3 5/8", 20 GA li D. DO NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND TOP it BOTTOM FULL HT STUD. SEE G/S3.1 ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE. E. ATTACH BRIDGING TO HALL STUDS. SPACE BRIDGING AT 4'-0"c/c OR IN ACCORDANCE WITH #10 SCREV1 THE MANUFACTURER'S RECOMMENDATIONS. @ 12" WO 0 DBL 8" DP, 16 GA BEAM W/ 3 5/811, 12 GA TRACK, TOP 4 BOTTOM 'INDICATES NO REVISION TO THIS SHEET ■ #10 SCREW X12" G/G DRAWN BY: CLC :1114..*%,E:Cx;K,4/1:4EviADesi.9,Betip,00::10:4WB 0 0 0 0 0 0 0 0 „Ivl- V Ppk, e ° CI VI s � '7113 :jr OryEG0 0 1_ _ ~- tZJf 0 © 0 0 0 0 II 0 0 0 - -J 1 : _ / / OWNER: --- EXISTING BULKHEAD chico's z 3W X 20 GA DIAGONAL z _ _ 35/8" X 20 GA i „.„..----- EXISTING BULKI-IEAD BRACING @ 48" 0.C. i DIAGONAL BRACING @ IL ATTACH TO - 48" 0.C. ATTACH TO < < 11215 METRO PARKVVAY STRUCTURE ABOVE 0 FT. MYERS, FL. 33966 -- STRUCTURE ABOVE 0 (NOT DECK). SEE (NOT DECK). SEE k )/- #10 SCREW mINtrium A/53.1 -it #10 SCREW MINIMUM A/53.1 VI (n (4) SCREWS PER (4) SCREWS PER I / CONNECTION _ / CONNECTION ARCHITECT/ ENGINEER: — P.- . . -- - -, , - L2X2X18 GA CONT. -I- -I-+ + gzlr.aMBH w/(2) #10 SCREWS EA. + ++ 1+ ± -1- 1 tx/(2) #10 SCREWS EA. 4- + -I- -1-. + + :.i STRUCILRAL ENCNEERNG LEG EA. STUD ..... ••• LEG EA. STUD :1--_, . 1166 Dublin Road Suite 200 Columbus,OH 4321S-1038 614-481-9800 010 3%" X 20 GA STUD ., --- 3%" X 20 GA STUD :-.1 FRAMING @ 16" 0.C. 1 FRAMING @ 16" 0.C. -4 , TYP U.N.O. :1 4 TYP U.N.O. , -I -I --: .-= . ,.1 . -- , ---: -I LI 35/6" X 20 GA STUD • 3%11 X 20 GA STUD - : ....__07 FRAMING @ 16" O.C. TYP U.N.O. :1 ',1 s FRAMING @ 16" O.C. TYP U.N.O. .:i , _: , . ,. CONT. 1 TRACK w/(2) #10 A/ SCREWS @ 16" O.C./ .•-4 i •V' 354" X 20 GA CONT. TRACK W/(2) #10 SCREIAIS @ 16" 0.C. W 41 F-------) „al , ..._. .., + + ± — jr- + + + 4" t .„„.._ , .. ., . .. „,,...r. .• • .r.. . .• • .• ,, _ • .. .,• .•.. • • • . • __,. ------1.-- --- ---- ------- -'.- ------------ -. ------i—'-'---"- ' 0 H ,a1C., .-7LIE, 1 ri N,I,IN(/ ...i,..L,.. I _ i contmEcTION OF . STOREFRONT SYSTEM Craina \ 1 A .., . E3Y STOREFRONT - . I MANUFACTURER 1 _ , .. .. I STORE NO: 35/8" X 20 GA CONT. .. , • 5017 TRACK w/(2) #10 . ( -•-! .-! 4.- SCREWS @ 16" 0.C. .. PROJECT LOCATION: .. .: WASHINGTON SQUARE 9330 SW WASHINGTON – 0 - , . SQUARE ROAD ._ SPACE #: W11 --rt-• -: • . . -. - i- - TIGARD, OR 97223 CONNECTION OF 3%" X 20 GA CONT. - STOREFRONT SYSTEM 14 TRACK w/(2) #10 ...-.,1 I BY STOREFRONT SCREWS @ 16" D.C. DESIGN TYPE: 7-In MANUFACTURER ; LINEN AND LACE . ' . I REVISIONS: REQUIRED BY: 1 1\A /4 1 \CA V *INDICATESil:R:IuSrcriluT11ISSIIEET DRAWN BY: CLC ... ___ CHECKED BY: GWB - 0.s.c) Pro .i) - i;'--- 0 711.5SPE 411,/ • Q, 1 . ..$1, 4fOREGON . . -- I_ '''frA tow . . _ Le-Y.-Pass:MI4 F _ ..._ DRAWING TITLE: STOREFRONT NOTE: NOTE: SECTIONS SEE 51.1 FOR CODED NOTES. SEE S1.1 FOR CODED NOTES. _ CONNECTION OF STOREFRONT SYSTEM DATE ISSUED: BY STOREFRONT MANUFACTURER 12/21/2016 kl- , - - / \ PROJECT NO: in \:4_4:3_ 160530 i ` DRAWING NO: . . - , S 2 . -1 STOREFRONT SECTION THROUGH ENTRY 1 J STOREFRONT SECTION THROUGH DISPLAY WINDOW I . NOTE: BRIDGING IS NOT REQUIRED IF OWNER: „ SHEATHING IS ATTACKED TO BOTH RUNNER TRACK MTL STUD FRAMING, TYP. SEE N/51.1 1/2 FACES OF THE STUD. (SHEATHING chical , ,.,.. INCLUDES, BUT IS NOT LIMITED TO, KING STUD \ ....,, GYPSOM BOARD PLYWOOD CEMENT NOTE: SEE STOREFRONT FRAMING PLAN A/52.1 FO' - 2x2x 16 GA CHANNEL CLIP ANGLE Y" LESS BOARD, ETC.) f LOCATIONS WHERE BEAM IS CONTINUOUS ACROSS 11215 METRO PARKWAY Y THAN STUD WIDTH, TYP. - ATTACH AT / IV TOP OF COLUMN FT. MYERS, FL. 33966 • EVERY STUD WITH (4) #8 SCREWS SECTION OF RUNNER TRACK Ir DBL LINTEL, 8 SCREWS TYP 2'x2"x I A x LONG EA LEG SEE PLAN FOR SIZE BENT FRA G CLIP WI FOR ATTACHMENT OF HEADER I �' 1111 TO FULL HT STUD ARCHITECT 1 ENGINEER: ()-#12 SCRE EA. LEG BENT PL 6x6x14 GA AT LOCATIONS WHERE VERTICAL 7 , STANDARD TRACKEC'�` "+" /� j NOTE: SEE G00'� NOTES MBH • STUD SPACING IS TIGHT, (MAKING -�► I FOR BEAMS R'QUIRING WEB _ I�� r \ Tr �► INSTALLATION OF ANGLES DIFFICULT + OPENING STIFFENERS 'T BEARING 11660ublinRoad Suite 200 s� �� I AFTER STUDS ARE IN PLACE), #10 SCREW Zit POINTS Columbus,OH 43215-1038 i yn ueY II) •` (TYP) N 614-481-9800 411 - • ATTACH ANGLES TO STUDS BEFORE TYP + \ {NSTALLING STUDS. 44111V + A A N, smbhjob no 116014.410 www.smbhin<.com • \__ III ili ''--' \ • 4410 END OF TRACK `' .\ �• f►� ___ /f • V \`\`� \l• JACK STUD SEE PLAN "�' - J.%- SECTIONS FOR BUILT-UP BOX BEA . Li 4- 4. . _ 1 " WIDE x Y" DP x 16 GA VIEW A-A 18 GA. PLATE EACH SIDE 'N\--1; GA TOP TRACK TRACK DEPTH SHALL MATCH S I 52 COLD-ROLLED CHANNEL - LOCATE WITH (8) #8 PAN HEAD STUD DEPTH). WS AT 4'-0" O.C. MAX VERTICALLY SCRE TOP FULL LENGTH TRACKS OF 1/2"=11-0 N.T.S. T N.T.S. kll �� BOP TRACKUILT-UP OLUMN SHORT OF 7136X BEAM CONNECTIONS BRIDGING DETAIL _ M LIGH GAGE LINTEL DETAIL _ G 0 A�_ ;�f ! I _ IVY _ 3 " OR 6" DEEP STUDS AS 3 5/8" OR 6" DEEP TRACK AS REQUIRED BY OTHER i REQUIRED BY OTHER SECTIONS AND DETAILS -N7 SECTIONS AND DETAILS 1q 1.4. - �,,,!. ...G.// A ( BEFORE INSTALLING ANCHORS, ................7_; 1 I -.\--N- CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT LI ( j SHOWN IS ACCEPTABLE. Ar CONNECTION AT EXIST BEAM EXIST JOIST CHORD7 OR (6)-#12 SCREWS AT EACH EXIST MTL DECK OR TOP FULL LENGT TRACKS OF cionut BEAM FLG B ATTACH 01 TO EXIST STL EXIST MTL DECK OR COMP ( ) COMP LONG SLAB BUILT-UP COLUMN S ORT OF Ea__ / W/(3) #12 SCREWS LONG SLAB ATTACH 0TO EXIST STL ATTACHMENT 7 BASE TRACK ` /�' 2 -#8 PAN HEAD SCRE EACH STORE NO: \ / 7 ( �/ WI(3) #12 SCREWS ` / / SIDE 5017 / 1 / / 1 / \ / I + __t._._-____; . . -I-..._ J, \• ,/ 4 / 8 GA BASE TRACK I —r-fll :0, I I-' ,� (TRACK DEPTH SHALL PROJECT LOCATION: -F, __ __ �' IL i I I I ( MATCH STUD DEPTH). WASHINGTON SQUARE r r . • d DIAG BRACE ._ 9330 SW WASHINGTON 0 --_.' 1 �-(4) 3�G' DIA CONCRETE SCREWS SQUARE ROAD e I . SPACE #: W11 1101IP' 0 LEXIST T JOIE DIAG BRACE TIGARD, OR 97223 _I 1 MAX CHORD OR BEAM CANTIN0UOUS / JGHTGAGE BOX COLUMN DETAIL N.T.S. DESIGN TYPE: 1 0 �'4"--- _____ FLG 2 DIAG BRACE LINEN AND LACE L.T 1 MAX L REVISIONS: B VIEW A-A VIEW B-B VIEW C-C I REQUIRED BY: 2"x2"x0'-6" LG, \'‘ 16 GA FRAMING CLIP W/(3)-#8 SCREWS EA LEG CENTER DIAGONAL CONT 20 GA TRACK / i, V / / OVER VERTICAL / 1111' W/(2)-#8 SCREWS IN EACH 1...% STUD FLANGE OF EACH VERT WALL STANDARD CONTACT STRUCTURAL ENGINEER FOR DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR CONNECT TO EXISTING l" STRUCTURE PER ��'r� INTERIOR WALLS WHERE DIAGONAL IS ATTACHED TO REVISED DETAILS IF JOIST OR BEAM EXIST BAR JOISTS OR STEEL STEEL BEAMS @ 6t-0 DETAIL E/S03.1 o TOP OF WALL 'INDICATES NOREVISION TOTHIS SHEET STEEL BEAM5IST BAR 1@TS 6'OR SPACING EXCEEDS 6'-0° BEAMS D.C. MAX �i DRAWN BY: CLC #12 SCREWS (TYP) 9�o CHECKED BY: GWB Q.C. MAX ( y — 1,--;,,,,„„Z-_, ....-lc i — D (2) 2x2x0'-3", 12 GA 4� NOTE: FOR DOUBLE STUD !�— �� FRAMING CLIPS DIAGONALS, "SECOND" STUD `� I • SHALL END AS CLOSE AS '\,� POSSIBLE TO END �033440 F� O� '�' 1 rµ 1...._:."._ #12 SCREWS, TYP s CONNECTION, TOP 4 � �, ..s w�� SEE VIEW B-B FOR o x ~ `' BOTTOM. (`i X711-113E CONNECTION — ;�, i . VIEWS A-A THRU C=C A (4)-#8 SCREWS a DIAGONAL j \ i*, E Q . } 11, _ BRACING 1� \ WALL OR STOREFRONT t�F F.O �� 8 8 DIAGONAL Z. STUD. ORIENTATION 0,0,-'4 Yts, °� ,Pe DIAGONAL PARALLEL TO -- SEE VIEW B-B FOR BRACING VIEW D-Dg � T,y, �.v ' EXISTCONNECTION VARIES. SEE OTHER SECTIONS. BAR JOISTS OR STEEL BEAMS I G� _lc I r 1 EXISTING —�, EX S:(-4311(j JOIST PARTIAL PLAN VIEW DIAGONALS PARALLEL TO EXIST BAR JOISTS OR STEEL BEAMS 7 ' 0 D Ot CONTINUOUS -f { ___ ' DRAWING TITLE: CODED NOTES: :4. —� — ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING DIAGONAL BRACING OPTIONS STRUCTURAL SEE VIEW B-B FOR STRUCTURE DIAGONAL PERPENDICULAR TO JOIST 20 GA. DIAGONAL BRACE OPTIONS: CONSTRUCTION 01 6", 16 GA MTL STUD WITH 6", 16 GA DEEP LEG fnc.4 CONNECTION TRACK. DIAGONAL LENGTH- DIAGONAL LENGTH- DIAGONAL LENGTH- DETAILS PARTIAL PLAN VIEW UP TO 10-0" 10'-1" TO 13'-6' 13'-7" TO 18'-6' 7#12F p(AGONALS PERPENDICULAR IL) BAR JOISTS OR STEEL BEAMS SINGLE 3 5/8", DBL 3 5/8", 20 GA. DBL 3 5/6", 20 GA. 20 GA. DIAGONAL STUDS WITH I 5/8" WIDE FLANGES STUDS WITH 1 5/8" WIDE DATE ISSUED: FLANGES 4 3 5/8", SCREWS @ 6" O.G. MAX AND 20 GA TRACKS 12/21/2016 2" FROM EACH END I 5/8"1 I 1 5/8"fi l 1 5/8' 0 2 x 2 x 12 GA x 6" LG FRAMING CLIP, ONE SIDE #8 SCREWS PROJECT NO: LEG. VIEW A-A OF DIAG, W/{3)-#12 SCREWS EACH #8 SCREWS VIEW 13-13 R VIEW G-G 160530 @ 12 c% 12 c/c SPACING OF DIAGONAL BRACING CONTACT STRUCTURAL ENGINEER FOR STOREFRONT FRAMING - 48' O.C. MAX LENGTHS LONGER THAN MAXIMUM DRAWING NO: `" DIAGONAL BRACING ATTACHMENT TO EXISTING BAR JOISTS OR STEEL BEAMS" LENGTHS SHOWN. . S3 . 1 TYPICAL DIAGONAL BRACE CONNECTION N.T.s. E TYPICAL DIAGONAL BRACING 3/4�t_�.-o" A